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Home My WebLink AboutBATCH - Supplemental - 0193 Tilley Drivei I IT LOTS_ -� .r (PTAANLLDYWiOg9YI10E fSi:ATtiSSTC[M5 M3TAR'fLS1. TpHM 5A NRI 5 ON iORC 9VY5tl90AN900R BY NL NANLN9EXxMRS M. A, INURCP .'JTRR[CEM 9. TEY — .-TYUMS 1. ARE NT 9 VSON ROADWAY RAH WEK, 94Er 02. DAM 05/9M/W AND LAST KW 04/04PRE /05. PARED BY pONAID L NAYUTE LOHS6THG EMOXQ.RS, WC. ..... ' - �a`fV / 5. EIEVATILNS ARE — M OSOS DATNI rAHEN FROM A BENOwNR AT TE NORTNYEST GORdA w M / '�' \�jy "'T` iNE CONTRACTCNt 3NALL NOTIFY •OIGWC AT ,1, a4 . a. NEW fN4AN0 1ElLPXOK PROPERTY IOCAIEO AOtMS MlfRS1Arz BB (RM M TREY PROPFRA. .e. '' . y 1-0CD-344.7233 PRIOR TO qlq' IXCAVgTNJN , CCNOxARH U.I. WAS OBTNHEO iRM iRED NOERKR. P.E.. —TON,LERMMi. - • )L Ai IOCAT10N5 W111CN MAY D[ N THC IMMI'DIAiC y vICINIrc OP LXQDMAO UT& l . � 1 r i SNOW STORAGE AREA h / SNOW STORAGE AREA -•.""'°"� '. ra err f • � �� _ r Al Li ss•'' g �~ I : F v--r e,,,, ""` °n - rr,,,•'. _..:� - §. Jos ' �E3 / /(, - / Q T LOXOtEIE. 1 pp _ LLL 17 /� . J, , // i.' � DJ'+µ • - \c , �� ,h ,>r .�� ,� � � 8/,,�' � ,.,, � € -4 f! W STWING , ( ( 'T ' •: C �� 'W� - •%"4 ODIICIEE fOEMNYc � s • •L".i i t � A NEW tN1WIH0G3 CONCRETE PALEMENT— E J XEw avcxr ooncHETE 9DEwALW NEW cRAMrz COBBIEsrGNC 7 .5..3.U:. H SNOW STORAGE AREA �"` ' - s•' i f I 5 - , • i +... W NCW FO &N=TE NRD PLUSH AT THIS NT • - I_ .. _ p NEW QYENi NNCRETF dJlmCEMENT CONCRETE •90CWNH � .. .. . ti• - S W -Y.--\_; ,REE ... _ �._ EW LANDSCAPING , L .., r 1 �:�•"�'•• L ...... , f , _._. y�i • "' zrA A._.i.__i-•diL'` y4 �. ,�/ F�-`�t 7+.�.^.��'�'.J ... ��r�,�17 � ssE srtET LT.D \ "+"•r,.,,,, �' '•.'+.� � .. - -'. /M \A� .. J' � ;: NEW PA4EMEM YARRNc SYY •*••.• +.'�•••--'•-•- t /' •-�`;\ .�, I • SNOW STORAGE AREA KW STBPW NEW CEM9rt OOYOEETE, SIDET"AUI J — .. '• .�,' �.. y "X.,«°yT:::unR ...., r,G - ♦ \ " KW rLARA, SEE ; 15 !t NNaRTEcnaAL PtN6 � : ;�' .-.� •�."-.•..,,;u Wti`•�T,_,_,..,.. -....` 90EW DETNL KW LEIENT CONCRETE C •. � 9QT LIA ` r t Auc'sEE �� + • / . i . I - , a: y �•C - ,. X. BRY)401Y AGDrn KWl.W9VPp+L AIPROYFPE IS .mt DATE BY � PIZZAGAW CONSTRUCTION /' �\ 1 ` \ rG / ; i • sF'. _ _. .. I — — 50 JOY DRIVE SOUTH BURLINGTON, VERMONT 05403 pmfa Taf MOUNTAIN VIEW OFFICE PARK LOT 3 SiTE DEVELOPMENT \ , J•: NEW FLAGPOLE & LANDSCAPING *, SITE PLAN , (YAPOT S—J OIIAWL ARHf/RW $fRk -=M oL.m w7 \. D�GRWB WXT,T� �N:a�� xE�N�D snEYPY o zT f 4 Lbnald L H¢�nlin 11-M R�� EKR �. PRELIMINARY D� R zo 0 20 40 co \`. .� Wvwl TN.Ax « L91.,�,LG ,n Rc 4AHW,N DR. DD9T. iW Consulting G i TTNOA� PRBL DR a ..�W. L o s4 DwE Engineers, /nC. TYPICAL CONCRETE SIDEWALK��7 � T" sas n,.r 3y—f C_1 -' '• � Hrs Snu2Nr er>R,<.i NA'r:..A v NY July 21, 2011 Re: #SP-11-25 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning your recent application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months If you have any questions, please contact me. Skcer,Rir Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846,4101 www.sburi.com South PLANNING & ZONING Permit Number SP- - I �� I ; (office use only) APPLICATION FOR SITE PLAN REVIEW X Administrative ❑ Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): Pizzagalli Properties, LLC, 50 Joy Drive, South Burlington, VT 05403 T - (802) 660-6805 F - (802) 660-6868 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): _Book 681, Pages 736 & 737 3. APPLICANT (Name, mailing address, phone and fax ft PC Construction Company, 193 Tilley Drive, South Burlington, VT 05403 T - (802) 651-1248 F - (802) 651-1360 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Matt Cooke, Project Manager PC Construction Company, 193 Tilley Drive, South Burlington, VT 05403 T - (802) 651-1248 F - (802) 651-1360 4a. CONTACT EMAIL ADDRESS:: mcooke@pcconstruction.com 5. PROJECT STREET ADDRESS: 193 Tilley Drive 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 0860-RR750 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 11 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): New concrete plaza at office building's West entrance Includes plantings seating, and --ftiuminated#agpole. Delete one (1) handicap parking spot and relocate two (2) handicap parking spots at West entrance. New patio at South East corner of building. b. Existing Uses on Property (including description and size of each separate use): Occupied two-story, 30,000 SF general office building. Proposed Uses on property (include description and size of each new use and existing uses to remain): Single tenant occupied (PC Construction Company) two-story, 30,000 SF building. d. Total building square footage on property (proposed buildings and existing buildings to remain): Existing 30,000 SF building. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Existing two-story, 27' high to remain. No basement or mezzanine. f. Number of residential units (if applicable, new units and existing units to remain): Not applicable. g. Number of employees (existing and proposed, note office versus non -office employees): Estimate approximately 100 to 125 office employees. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): None. Site Plan Application Form. Rev. 12-2010 8. LOT COVERAGE Total Parcel Size: 7.86 acres 342,382 Sq. Ft. a. Building: Existing 4•38 % / Proposed 4.38 % / 15,000 sq. ft. 15,000 sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 19.74 % / 67,586 sq. ft. Proposed 19.99 % / _ 68,442 sq. ft. c. Front yard (along each street) Existing % / sq. ft. Proposed % / sq. ft. d. Total area to be disturbed during construction (sq. ft.) * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ b. Landscaping: $ 11,500 c. Other site improvements (please list with cost): $11,000 for added concrete plaza at West entrance. $9,000 for added patio at South East corner of building. 3,000 for flag pole base, flag pole, and electrical feed. 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 8 in 37 out 45 vph 11. PEAK HOURS OF OPERATION: 8:00 AM - 5:00 PM 12. PEAK DAYS OF OPERATION: Monday thru Friday 13. ESTIMATED PROJECT COMPLETION DATE: July 22, 2011 14. OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES' (this shall be provided on a separate attached sheet and on pre -stamped and pre - addressed envelopes. The city will add the return address). Not required for Administrative Site Plan Applications 3 Site Plan Application Form. Rev. 12-2010 15. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)2 regular size copies and one reduced copy (I I" x 17") of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. X14V 6�,O-A� Mark Condon s, SIGNATURE OF APPLICANT Robert Bouchard SIGNATURE OF PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: ❑ Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: L-Com lete 49& p / C The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. z Administrative site plan applications require three (3) regular size copies and one reduced copy (11" x 17") 4 Site Plan Application Form. Rev. 12-2010 U; - -T L-I EXISTING SHRUB PLANTING JUNIPER AND DOGWOOD o PROPOSED N SIGN L� TION &OR 'S" ORNAMENTAL EXISTING STREET TREES (4) RFD ON" LOCUS MAPLE AND H TILLEY DRIVE SITE CONTEXT EXISTING TREES (4) CALLERY PEAR 0 EXISTING DETENTION POND WITH WETLAND VEGETATION ENCLCR`U'AD AND DUMPSTER REPLACE TREES (2) =RE WITH FENCE AIND CALLERY PEAR ARBORVFIAE HEDGE REPLACE TREE (1) �SHA°BLOW(AMELANCHIER) J TRANSFORMER P W1 EXISTING TREES (3) ARHORVITAE'HEDG WHIT11PRUCE EXISTING TREES (5) 'HADBLOW (AMELANCHIER) RAISED PARKING ISLANDS WITH, O [AWN AND BRADFORD PEAR 0) REPLACE TREE SHADBLOW (AMELANCHIER) PROPOSED ENTRANCE PLAZA WITH PERENNIAL PLANTING 0 0 0 i EXISTING TREES (5) PROPOSED FLAG POLE - 94ADBLOW (AMELANCHIER) EXISTING SHRUBS MODIFIED PLANTING WITH EXISTING KANT MATERIAL EXISTING BUILDING 193 TILLEY DRIVE EXI§TING PLANTING, TYP. COLUMNAR RED MAPLE AND EUONYMUS SHRUBS EXISTING BACK ENTRANCE WITH SPIREA PLANTING ................. . . . . . . . . . . . . . . PIZZAGALLI OFFICE 193 TILLEY DRIVE LANDSCAPE CONTEXT REVISIONS DRAWING NO. JOB NO. SCALE I"= 2V DATE 07.19.11 kmmmmmmmm� WARNING: I. TOPOGRAPHY ON LOTS 3, ♦ AND 5 IS BASED ON TOPOCRAPNIC SURVEYS PERFORMED IN F005 .0 10D8 FATAI.I.Y TO%IC GA`35E5 MAY BM I'RI SDNT " BY DONALD L HAMLIN CONSULTING ENQNEERS, INC, ` IN UNDERGROUND PIPING SYSTR - ANU WASTE SYSTEM SIRUCIUR[9,S. 2. I1EY GRIN: READW LOCA N M SHOWN ON MI5 PLAN ARE BASED ON A PLAN SED 04 4/05,"RILLEII BY DOW 0N, ROApWAY PIAN MEW-, SHEET RS. INC. OS/26/OA AND LAST RENSEO OA/Ol/OS. PREPARED -. - BY DQJNO L. NAMIJN COHSULRNC ENGINEERS. INC. �- / 3. EILYARDNS ARE BASED ON USGS DATUM TAKEN FROM A BENCHMARK AT THE NONHWEST CORNER CE WE NEW E—AND TELEPNCHE PROPERTY LOCATED ACROSS INTERSTATE 89 FROM THE BIEEY PROPERTY. BENCHMARK ELEVA10H WAS DETAINED FROM FRED KOERNER. P.E., BURLINCTQN. N:RMONT. THE CONTRACTOR SNALL NOTIFY APE" AT I-968-3a4-7233 PRIOR TO AIJY EXCAE%CAVATIOI. AT LOCATIONS WHICH MAY BE IN TFIE IMMEDIAI� VICINITY OP UNDERGROUND UTIL M i� Ar; �.3 z � y /• .� :. 4 .. pi. :"'S'+x::tea �,u f VV L. CEMENT CMCAETE f SITE — NEW LIKE RACK 4. ............ u , w STRINW, �c a e ., _ n �` x •.\ „�, x.,ye r - NEw CEMENT CONCRETE SIDEWALK^ G i :'.: �. I px /, a - -. O •' NEW BITUMINIXS CpICREIE PAVEMENT • + r> }} f • i .' r�. : n .,• T. �.•.• NEW CEMENT CONCRETE SIDEWALK - F:. �•.. 1 /� ,.,.,... '` .. •i..... ...• NEW CRMNiE COBBLESTONE--.. ,• pp NEW &NCRETE C11R8 FLUSH AT lM5 PONY.-:. t •. T NEW CEMENT CONOIEIE 1Y111B—.. NEW CEMENT CONCRETE SIOEWAIX _ p' - _ g _�RFLOCAIE 1Rff -• L' g 6 f A m n L� -,�„~,,,, 1 :I:JC,�. �� .......,... F. .. ........y .......... SEE SHEET 1,.0NEW LANDSCA"N a •A R I i /V l/ .. j>'.. NEw PAVEMENT NEW SIRIPWw—.' (j NEW O.uExT ........ COEIE.SbEwNlt-- y / o _....-k-7 r m •,R,�,;P n W q ,' • � • •. . � t NEW f1A4PQL SEE ...r............~.. . M f' AR S. w, PWJ I - .,...,.... ....... ........... DETAIL - t NEW fF.4N7 CONCRETE y� '"'"91WlCw: SIDEWALK, SEE T T 0 j E[w BEE 9EE7 L O ".� tf s x�a';...'.Opp f •..•„ '. `i I ... .. ADDED NEWlANDSCAPING IMPRONEAIFMTS t f • ' •, ! . C TlHi r PIZZAGALLI CONSTRUCTION '.� 50 JOY DRIVE J. SOUTH BURLINGTON, VERMONT 05403 man imr r NICK J.509 wo M wow MOUNTAIN VIEW OFFICE PARK / ' ... f�. "_ � -; oCIKRETE IN PIANs IWWESS oWUWYE .«ARC. PRO.ECT STAl1SnC5 ENmK peg LOT 3 SITE DEVELOPMENT f/ ,I IREA WM LL NEA i OF NIEA row :"MIKff S /.• PLW ,TIFF IAc., ,IC., Ac, ,Y JMn, ENE ,-- - - Ta3 Ipa9 Y 3BW NEWFLAGPOLE & LANDSCAPING �EWA� .�. o,e y :A SITE PLAN W -W MIXED 9:5u a�W `sn 5�W y�%�y: —ACE � /IN Ronald L. Hamlin \\\ `C i \\\ •••,..,•..,~" .�,'..•• 1 � ,� � �� fi SN�9E 0.A(£0 CKRr 5 fR,. Si Ew.wsgN AnTS ENRY io vII.T. rNX p�ARltolG SYAMns �:,1b. 7201 I -yF" owow: IAo SPAas o b:+Ku. po.n \ COnS0ing fi 20 0 20 40 GO 9 \� ``, •, C NNE STANGNm Acc P—TCH TEST. 1 ro A'. oe9e. lnC. � •@' `2 Ww t `•^...,....-,.. ,�,.. •.`` . '�, me � I>LANT u�un cRA,¢ x�ASE sI .., .._ _.. TYPICAL CONCRETE SIDEWALK.ri /+ ./ o.rz1�o,1 ehw: /,n,A vrCY w x01E5: WARNING: TOPOGRAPHY ONLOTS ]. 1 AMp , IS BASED ONTOPOfAAPHK: SURKYS PEIEORMCO IN I005 HID ]DOB FATµEY TOYIC GA:i5L5 MAY Be FRESENI BY DONAID L. WHICH CORIAlLRNO ENOXEERS, NC. :W IN UNDLRGROIIND I`IT'ING SYSrLMS ]. TRCEY DRIP£ UTILITY LOCATIONS 910',I 011 I. DATED ARE BASCD D A PLAN END RED -DLLEY E - A,A WABiE SYSTLM $TRIR.TVItf-S. SAI BY DOAM,D, ROADWAY RNS L7VNC SKEET RP. OATEO OS/YB/01 ANp USl REVISED OA/01/0,. PREPARED - Bi DONALD L. NAYLM CORI9ARNG ExONEERS, INC - - 3. ELEVATIONS ARE BASED ON ISGS D- TAKEN FROI A BENCHMARK AT THE NORTHWEST CORNER R THE NEW ENGLAND TELEPHONE PROPERTY LOCATED ACROSS INTERSTATE B, FROM ME RLLEY PROPERTY BENCHMARK ELEVATION WAS OBTAINED IRON FREO KOERNER, P E., BURLINGTO, VERMOIT, ,, A' THE CONTRACTOR SHALL NOTIrY'DIGSAfE' AT I -BBB-344])33 PRIOR TO AM' L%CAVATION AT LOCATION$ WHICH MAY BE IN TNL IMMLDIAU Y.,I VICINITY p UNDLRGROVND UTILITIES. , 9f r , A 9 i , , 11 r v , F 3 , • i , 11 ' I 5 .. ,:' � _ t < '•. t,` \ ", :..,,. REYDx[ EIDSING PAVEMENT- E NCZ t C1 w WCUT E,DSiNG PAVEMENT ------- A, 8 b REMOVE EASING CURBN _ _ i nr Tv / 1 Fc.I ............ W- •�. , ,._._..... ..... DATE wm r _ I e �� _.,,..1 ;• PIZZA CONSTRUCTION GALLI 50 JOY DRIVE SOUTH BURLINGTON, VERMONT 05403 MOUNTAIN VIEW OFFICE PARK \ / l If : LOT 3 SITE DEVELOPMENT • .� �\ � � aawc ma NEW FLAGPOLE & LANDSCAPING ,o•"OF ""••.,, DEMOLITION PLAN \' amlin XW ,m00ndd L HCansul:W zo o zo 40 co %�, , aY/ „-T10 C-2 (5) REMOVE FOR TRANSPLANT (6) REMOVE FOR TRMANS . . ............ ..... ............ EXISTING TO REMAIN EXISTING TO REMAIN (201 PV — (40) SH (114) HH I 4i S (H (6) IN A . ...... ... t6),SN 28)14H ........ o . . . LE`'} LPL' LEV (44)CA it ff TRANSPLANT AND ROTATE APPRO)l IL!O cor�ic" , A (a) CS (1) GT : 14) RA 24) SH (S)SY(9) cs EXISTING TO REMAIN (11) ELIONYMUS TRANSPLANTED FROM OTHER SIDE OF ENTRY PLANT SCHEDULE I KEY I QTY. I SGOMWWAiE COMMON WAIE IS� STAGING DECIDUOUS TREES wk—d- k—is -H.A.' HALKA HONEY Locus-r I SHRUBS 1 CS 7 :; Co micm'All�', Co COMPACT RED TWIG DOGWOOD 41 1 2-AK ��rro.c. RA I I Rh. — Grow Low' GROW LOW SUMAC I I SM 1 5 1 S,,*w —ya ?.mw DWARF KOREAN ULAC I 3-C SM V O.C. ORNAMENTAL GRASSES CA 88 C— alp,6dx APPALAcHm SEDGE !GAL Iro.c. F—' PRAIRIE FIRE SWITCH GRASS 13G#. SH 78 Sp—b� h—.k PSEED 1 3 GA. I PERENNIALS tLH L" HAPPY RETURNS DAYLILY 2 T� �A SN I :rO.c r O.Cj 1F0 0 10 20 -6w SCALE OF FEET I 'HKW�P LANDSCAPE ARCHITECTS H. KEITH WAGNER I PARTNERSHIP 7 M.r- A ...... S-tml— VT 05401 T 002.264.0010 PIZZAGALLI OFFICE 193 TILLEY DRIVE PLANTING PLAN RMK>M DRAWINGNO. SCALE L2.0 DATE 05.24.11 PIZZAGALLI PROPERTIES:, LLC MOUNTAIN VIEW OFFICE PARK LOT 3 SITE DEVELOPMENT DONALD L. HAMLIN CONSULTING ENGINEERS, INC. 136 Pearl Street, Essex Junction Vermont 05452 •�dtiE. �^VE.�pyy� KfX1 . ==�•�Ne. MOI�i�� T•n �Oii WW_ •fI111414E4,' LEGEND 4 TABmLTxw MEE ® GTCN ....M Q POMER P0.E n NrdC.VIT o rzf[fwoxe fuf a G..re v,N.vc o >,xroRr rac x x.�R cLG.nRT � ev4u . N.ETUR�u cws v,.LVE TA,F SHRUB • NniuR.4 Gw5 nfTER �'V CCNif[POVII TR![ a SKN p DEG1DDOD4 TRE! 4 wwL e w M EDGE Of WOODS +fr fLIL FOLE p — FROfeRTr uw[ • IRON HK FgIO —M— wAT[R LwE SURv1T —T— Ci SEwfR nnwf:lf —D— STOWE SfwER LdE QI ORNNAG! rvWgL[ —D� x�TVRAL GAS LAN! m TlLtt 1 rWgEE 1— UNDFRGIeotwro TfLEPNLNE Q) —TRiC4 fNwi0.f C UNDERGPOVND !LlO 1— e TLRe STOP —Cry UNDlRGRGDND cAe.L TB.lveKN SHEET INDEX I OVERALL SITE PLAN 2 SITE PLAN 3 LIGHTING PLAN 4 EROSION PREVENTION 4 SEDIMENT CONTROL PLAN 5 RETENTION POND PLAN 4 DETAILS 6 SITE t EROSION CONTROL DETAILS 7 WATER, SEWER, t DRAINAGE DETAILS 5 TECHNICAL SPECIFICATIONS 9 TECHNICAL SPECIFICATIONS 10 TECHNICAL SPECIFICATIONS RECORD DRAWING SEPTEMBER 2007 REVISED. 06108109 A C .I MzzAGAGu PRrreRTlcs, uc »/' ;' jj » . .. w w » . w fiTN. NEN OFRKE PARK, • « « • » » . _ w . » » lOT Z,�.T4 K. __- _- —_�_—_ _—__- --__—__----r_—�_—-i-�a-♦ -- — --t✓_m—__—__--_—__ - _ _ _ • LT' - P P 3, . _ _ �. DPP ' �� .-gib « • _ _ R _ , CLASS 0 , .`DSO NETLANp � » _ • a , i , , i' „ n I� i , I'\ II _ ll y , i \ I , ' , ... ,' - PnITZZAOAI_LI PROPERPTIAE�S�'lLC , , , --------------- ------------ ------------------------ _ _ e' VIEM OFFK r ,_-- ._ -- /y'A'.A•""_'!�J ao ,• I jI RN » _ , w r^ l I I TS OF L FLOOD ARD AFEMA .... AREA PER FE[U LET ER OFF MAP » L/ _ _j /, j• 5 I `1 AMENDMENT «----------- '7 ,l`�x` IfT» t : ' '.`V' /=.''/, ' ,,,_ a •Si la.aaor .. 9..I I , / 1 I BUILDING --y_--_-_------_ --- - IiY/_'•..•..v 1 I�r. \ --* _-_._.T' — —N SPACE T� y _ _ — — �• �/ . I! ' ---' •._, ^L� — _ ly ENOw ,Lf OTMZZAGILVLIEI TPII6]PERTIEPSA,RKLLC t_ yi �/_T � ''...,��". •-r;_,�_ ; :� •`` �F �__� �Tj`y`.', - __ _ __ AS v,�lLgH INFG+CE DRRISRTIMKDTdM4lR 4 (STREET -M),I4.O KRS _ -'—i-- IF _ _-� ` `-- y�-li _^_ «V \"'y — -- ---' — nl` , - t \ I.` -------- OEK a -______ `�" `___ LOT 5. I5.01 KRES l . --------------- � \5 _ __ _ I I --- ----- / TnE CONTRACTOR 51ILL NOTIYv'OIG5APE' AT I .6M-344-7233 PWOR TO ANY EXCAVATION AT LOCATIONS "ICH MAT DC IN THE IMMEDIATE / VICINIW Of UNDERGROUND UT1UTICS. f ' I =a% RECORD DRAWING WARNING FATALLY TOXIC GA55[5 MAY D[ PRE5ENT IN UNDERGROUND M SYSRMS AND WASTE SYSTEM STK STFUCTUR[5. LOT � PROJECT STATISTICS 7♦ lAT SQE e]AL MCA 4 pu1LdNG COVFRIGE 031 �? tlA PARKiS t ORNE CP/ERKE A 4.1 SIOfHAIK COVEW4E 0.01 O.5 TOTAL COVERAGE I.Ya KT AA ZONING D5TRKT� M - MOVSTRIAL t Q•GI SPKE PRavMRA. IM SPACES QM PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 X SOUTH BURLINGTON, VERMONT 05403 PmcT ffu MOUNTAIN VIEW OFFICE PARK LOT 3 SITE DEVELOPMENT oRAwRc Imc OVERALL SITE PLAN E.LLLIIL,,, OF `e, � °� &n&d L. Hamtin u �piW NG. 7207 IW� JPR/Sm OL Consulting 6um SOL Engineers• Inc. 7vrc �� l01•lAl F'�Cw ER EILfL♦♦+♦♦ /36 fla.t Sfaie[ t'ssvz JUN[lioM1 Y TmoN[ Ode OUZDOZ 1 NOTES, \ \ \ Ir TYPE I ST IRL I WARN'NG. 5 MAY .' I. TOPOGRAPHY OI LOr3 3, . AND S 13 BASED ON TOPOGRAPHIC SURVEYS PERfORI'IEO IN ' \ \ _ \ /( / w AT IN UNDCRGROUNOEP PING 5Y5TEM55 NT . , 20V5 BY DONALD L. LurE.IN CONIILTPIG ENGINEERS, INC. 'a ,� �' - \ X 2. TILLEY DRIW UTKITT LOCATIONS S,OWI ON T"n PII�N ARE BASED ON A PLAN ENTITLED - - - - - - - - - - � AND WASif SriT[M StRUCTUR[5 TLLEY 11 4,RpV1-RY. RMOFNY rUW NW. S"EET 4, MTED D'++/}4.0. AND LAST % - /I - _ _ __\\\ _ / / A RE EO OVw/OS, R 4fNkRED ST DONALD L. wvtLlN CONAXL ENGINEERS, INC, - _ _ - ...- - \ ' \` / / / 3- ELEVAT,OG ARE SA- O ON USGS DA- TAKEN IROr1 A pAICLYT•RK AT THE eIORTN,F]T -7 _ '- - - - -- - - - - - - - - . .A a 'A FROM THETR"ELEY P NGLLAND TELL KPROPERT1 LOOCAATEEDDTAINEROSD IROITE A[ATE M - - _ - 33, - _ - - - - - - \ > \ \ \ \ \ INV. - 'I29.G3 / I '•' Tn[ CONTRACTOR " MA DE IIry I'I C ' f' AT / / _ / 1-OOD-344-]233 mOR TO ANY fxCAVATION %OfRNfR P.E., dAiLINGTOI, VERHWT. / / / / _ - _ - - - - _ \ , I Ai LOCATIONS WNICn MAY pf IN TNf IMMEDIATE WATER LINE AND RELATED NIORK To DE PfRfORMD IN ACCORCMNCE WITH THE / / , • / / -i = = = - - - - - - - - - ' - \ \ \ \ \ \ \ • "W I p \ \ VICINITY Or UNDERGROUND UTIUTIf5. \\\ \ p12 / _ _ _ _ M ' \ \ NW _ \\\ \ .A. 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S0'i5i 144 4ia-13. de 1SS 415 Otis G L ak AS 112 IS 114 2b3 11e 35a .. \> r 3 at: aka IN :. 2 i 1h 1 ok 0441 04 S7 all I --,DATE �Rav!seo LwNrrrvD VALDEsaRouvD AurcarvG eNrR4lveas B' 1 DATE sAN 'E'" ED ucwm c vuvES Al- raaerwsvE �. n K DATE 2a3flan �' .ro" DATE ,De RE119011 Revrs4n ENrRANCEOR1YEar.DucNnND BY mN DATE zDe Iatl9011 REVIS10ElAeER Orr cocas rs � .role LIGHTING STATISTICS CLIENT PIZZAGALLI PROPERTIES, LLC PARKING a WALKWAYS P.O. BOX 2009 MAXIMUM - 14.51 F. SOUTH BURLINGTON, VERMONT 05403 MINIMUM 0.12 Fc AVERAGE - 1.41 Fc PROJECT Old UNIFORMITY RATIO - 11.75:1 MOUNTAIN VIEW OFFICE PARK MACH NEW POLE MOUNTED LIGHT - RUUD MAC2417-M LOT 3 SITE DEVELOPMENT 175 W, METAL HALIDE, 20' MOUNTING HEIGHT DRAW TDLE MPR o NEW POLE MOUNTED LIGHT - RUUD MPR2417-M LIGHTING PLAN 175 W, METAL HALIDE, 20' MOUNTING HEIGHT 4 4444a NEW BUILDING MOUNTED LIGHT - RUUD E8407-D yr�4. qN..� :uRO+/GFD 7' 70 W, METAL HALIDE, 10' r•IOVNTING HEIGHT �AiWND. 720I xi'w: sd. Lbnald L Hamlin Sob D 20 O 20 40 60 • NEW RECESSED LIGHT FIXTURE, MOUNTED IN OVERHANG - ��Tk ,�oa'2: pare Consulfin.9 IE KIRLIN FRR-07007-91, Z4W Q7AD COMPACT FLUORESCENT LAMP ; S/D7ST[`-• � Sd Bnyineers, �nC. O kq Tn[ CONTRACTOR SNgLL NOTIFY 91G5APC AT WARrvING: �a. �� S�l -COG-349-7233 PRIOR TO ANY EXCAVATION FATALLY TO%IC GA95E5 Mar BE PRES[Ni CIF NEW BOLLARD LIGHT - RUUD HC405-D r OA2AL JiNC AT LOCATION5 "IC" MAY o IN TIE IMMEDIATE IN UNDERGROUND PIPING 5\5TEM5 "4144144414 796 falx7l Slreel VICINITY OF UNDERGROUND UTILITIES, ANO WgST[ 5Y TEM STRUCTIIRCS. 50 IN, METAL HALIDE O9 "7 d}xs ! IiRR Ytrmarll 3 S ►1 TnC CONTRACTOR 5MA.LL NOTIFY'DIG5Ae' AT WARNwe: a b' c ,• •, x. A I-OBB-344-�233 PRIOR TO ANY EXCAVATION PATALLr TOXIC G/ 95[9 MAY BE PR[5[NT z-E P pDI AS TEHPIXtARY ^ A EROSION CIXJTROL NOTE5: AT LOCATIONS WTIICM MAY B: IN THE IMMEDIATE IN UNDERGROUND PIPING SYSTEMS ENTATN2RN BASI -a ILJ ♦ Hf CONTRALTI SHALL K'IRB'IENT EROSWN CONTPOL nEA5URE5 IN ACCORD.WCf HIH HIS PI.W AND VICINITY OF UNDERGROUND UTILITIES. ANO wgSTE 5Y5TlM STRUCTURA5. - WRING CONSTRUCTION HE '2000 VERFIONT STANDARDS AND SPEOFKATION' FOR EROSION PREVEHTIW AND SEDXTENY \ ♦ '. CONTR0.'. HE CONTRACTOR SNALL M1NNMIZE THE LIMITS AND WRATIRI OF DISTIRSD AREAS. HE MAXIMUM - AREA OF 15TUFB 1 AT ANY ONE TIME SHALL Be S ACES, ALL DISTURBED AREAS SHALL BE + . x w. .: A w. w a . a a » .. A ,• < n n x PROTECTED AND PRAM 1 STANMZD AS SOON AS POSSIBLE: GENERALLY H1HIN b IIQIRS. SLOPES ..- IN- OD T,RDL RNGE i \ ♦♦ SHALL DI TRACKED WE CONE DIRE XN fOU1PL AR SUCH THAT HE TRACKS TR TEMPORARY EROSNON CONTR0. PONCE - /� >a \ \\ PERPENENT 5T TO HE SLOPE OECDAY ALL ARIAS OF D—RBARCE TAFT HAVE TEMPORARY ON SEE DETAIL - ' \ ♦ PERMNIENT S IN WE MHIN E DAYS IZ THE THE D OF E AICf. AFTER HIS TIME, ANY \� / ♦ pSTUPJSANCE IN Hf AREA MUST BE STABLIZfD AT THE END O FACH woRK WY, HIH WE a \ `>-�-- ♦♦\ \ q, .,, .< A A a F0.LWING IXCEPTION3: A) STABIUZATION 15 NOT REd11RED IF HORK 15 TO CONTINUE IN THE AREA WHIN THE NEXT 24 - -- ; — _ F— x —� HOURS .WD HERE IS NO PRKIPITATIW rpiECA-T FOR THE ND[T 24--- y - B) STAINUEATKN IS NOT REOIIED IF HE HONK IS OCCURRING IN A SELF-CMTAWED EXCAVATION --"' GON•TRIICTION FENCE / ---_ `\♦ 1 ' - - (1.E. NO OUTLET) WITH A DEPTH OF 2 FEET OR GREATER (E.G. HOUX FOJNDATDN OR APPROVED EQUAL _ - --- ` ♦ \\I EXUW VATI, UTILITY TENCHES). AT LIMITS OF DISTURBANCE •��.� I (TYPICAL) ALL DISTURBED AREAS ON HE SITE SHALL BE STABILIZED PRIG[ TO OCTOBER IS. SEEDING AND .w `♦\.•' ; / a a .•. A r r « IMIILONING OPERATIONS SHALL BE COMPLETED BY SEPTDMSER IS TO ENSURE VEGETATIVE COVER PRIOR TO OCTCLER S. ANY Spl —RBAKE BEHEEN OLTLBER B A D NATO I fNST IN ICE IHE HE —E. HINT E HE VT rR CONSTRUCTION fi00�KN PREVENTION AND SEDIMENT CONTROL RAM. / ' ♦ w a . .x n ., A _ _ --- ' _ _ _ _ __ _ _ _ _ _ ___ _ ' / / / HE OTHER C5 AUTNOR12ED REPRESENTATIVE NI SHALL INSPECT EROSION COrtR0. DEVICES AT LEAST • « / / I + • a r . < + ONCE EVERT SE OF STORM �ENOAR DAYS OF NHN W NWRS AFTER ANY RAN EVENT HHKH RESULTS IN .. w •, r A n a _- �--- - , _-- I I INSTALL TGPSOL, SEED, AND A w HE DISCHARGE Of STORYHATER RUNOFF FROM AN SITE. If HERE 15 RuIIOFF OF N51BLY SLOPE STABILIZATION BLANKET, \ pYAQEED HATER FROM HE SITE, CN-SITE PI.MI COORDINATOt SHALL AS SOON AS PRACTI(AHLf NORTH AME.IC GREEN SI:Iw INSPECT AND MANTAIN EROSION CONTROL DEVICES. A HRTTEN REPORT O Al INSPECTIONS SHALL QR APPR$IEO ECN.aAI a PMRTANED AND KEPT ON -SITE AT ALL TIMES. ANY IN O4 D MAINTENANCE AIDroR REPAIR OF / _ aRnf HHN N HOURS. IF AFTER INSPECTING AND o' ERQIW fdNTR0. nFwwRE, sI1ALL BE PERF o • / ' '' _ _ _ _ _ _ _ _' _ _ _ _ _ « ,• • x A I I BE SMIFI.ED IN ACCAROANCE HIH HE SAMPLING PROCEDURES AS MAINTA ], -- NpU ED ON HS SHEET CQIt NUE13�E R11bFF SHALL �\'KES• TIE RUNRF OF VISIBLY dSWWRED 5TOd4-NTER RACE UNTIL VEGETATIVE CWER HAS ` I• I \II M - = ,1 I I \ \__- / l I I /1 �♦ \\\ � ALL TEMPORARY EROSION CONTROL DEVICES SHALL ErMAN /-______-- pa'�' � _____ ________________ / / ♦\\ \ BEEN ESTABLISHED ON HE SITE IN HE APPLICABLE AREA a A a INSTALL TO 1,SEED, AND----- // ___________________________________ \ \\\\ �\ \\: ' ITM ERECT EROSION CONTROL III— AND INSTALL APPKVfDCONSTRUCTKN f EAT HE UrM1TS OF ROPE STABALNUTMN BLANKET. _- - w .e w . .. s \ NORTH APIERIUN GREEN SC15p '' _ \\!! dSTUR0ANC2. }), �/' -♦ OR APPROVED EQUAL_- INSTALL STONE. / / --' -- _ _ CHECK , \ \ \ ♦ 2 CONSTRICT ANO MAINTAN HE STABILIZED (?I TRUCTKN ENTRACE. ___ - SEE DETAIL // �/' / /�� -�\ \ r+ a a n 3. CaPTRUCT ANO PWNTAN CONSTRUCTION S TENG AREA AND MERFOURT HAUL ROADS. I _ \\ 4. CONSTRUCT STOIPIHATER POND FOR USE A5 TENFlORARY SEDIMFNTATIOP BASIN WRING y\\ ♦� COISTRXTIORN LINT L IMPERVIOUS SURFKES ARE COMPLETED. RUG CURET PIPE FROM POND / \\ \ ON TO T IN AREAS AS .—.. T' THE D51ECR_ ESTABLISHED DRANNG THE POND OR UNTIL C /w ) 5. ONEDVSAS AND ORANAGE DI1 HIH S APPIOO�R1A E. REAOHES IT BEGIN STRIPPING AND -LING OFTO 1 ON HE SITE. NSTALL FJR051aN CONTROL fENC1NG INSTALL TVMr ARY AROJIND DOHNHILL SIDE OF NLL SEED AND PNILW FILE 1f NOT TO BE KTVC FOR MORE THAN T CONTROL PENCE OATS E DlTM T INSTAL_ STORM I_ OF UTILITIES. INSTALL INLET AND WTLET PROTECTION SBEAS APPROPRIATE. a w ,,: • ++•'� .LLE AREAS TO BE SEE _ ^'\ \\ � S. COMPLETE GRADING O SITE. TOP'ipl, XD, AND IKON . / _ _ _ _ _ _ \ _ - A a r . O2NSTRXTKN PERMITS FINISH GRADING O HE AREAS. / _ _ _ _ _ -- ay _ _ _ _ _ _ _ _ _ _ _ _ ,' - 9. RESED ALL SEEMED AREAS I•NCH VE NOT GEPtWNATD MHN THO HEfKS. A l�i,NT R nA15TR TION ( TOBER 15 - APRIL 15 ) / �.' I - ♦♦ HE MONTRKTOR SHALL CO 5PEO GA MNTER COHSTRU M REWIRDMENTS WYLINED IN HE ,/ >• � \ � .♦ - ;. ' .. _ / I\ \♦\I � •VERTgI1T STANDARDS AND SfT:C1fIUTION9 FOR EROIION PREVENTION t XdMdT CONTP0.• /) / ./" • \ ♦ ♦ - �___ ♦ /_ _ r /t _�J 1 PRIOR TO _---____- I \\\ CONSTRUCTION PENCE' SEDIME ALL STIR SINS, EROSION CONTROL NADIR, ET .SILT FENCE, BERMS, 5HAJ3, pTdES, __ / I I_ •/ / • ♦ 11 1 APPROVCD EQUAL STp LIZE ALL BAaMS. D AREXTILES. STONE PAPS. ETCT INSTA / 2. STABILIZE ALL dSHRHEO AREAS THAT HILL NOT BE DISTURBED BEHEEN OCTOBBL S .MID MT - '' , • ♦♦\'b\ --y`+ -L_ « / • I •, I ,, (TYPICAL; OF D19TUREUWCf 3. INSTALL STONE FADS IN ALL CONSTRUCTION STALING AREAS. LL CON5TRUCTON F—E •. .-^,/' 1 / ' „4-. \,J i _ a A • AROkID LII'MTS OF STA4 NG AREAS -- // / Nam; 1 ? \I 1 SHALES, DITONES, OR OTHER EPSC NE—RE5 NITHWT HELL ESTABLISHED VEGETATIVE COVER l�N9TRKTIONSCNTRANC INSTLEID' �'' _ _ - \ + \ ] - 1 I BY OCTOKR B SHALL BE STABILIZED MH STONE, GEOTEXTILES, OTT A OQIBLE APRIUTION O /- \ ♦ ♦ • BE TRACKED N OR SECURED HIH NETTING IN OPEN 9!E DETAL / / - N • V AS SIA.CCT TO WIND dsaurrwN _ �' r • /. A �, �\ " ^ BETHEEN O 05- B AND AFRIL n 1T SHALL \ \. eMPORARY EPSC MEA—E5 AT H END OF ___ / / ♦ �. , .'41 ALL DISTURBED AREAS MUST BE STABILIZED US NG T E / / • PROPOSED BUILDING j --- .. _ - a FdL wHOFRc� Imo. CIH HE F0.Lp+ING EXCEPT ON3. _ (y MHIN 24 H 5 S FOREUST AND MPIc HILL ESURE M THE SATE 11 AREAS HAT C-0LLFLTSANO RETA N' DAILY �LHHZATION 15 NOT FH AS NEHOISE FONWTKNS OF / MA i ,f. / __ OPFH UTILITY HlNONES, REOORE STANU2ATKN AT THE -0O EAW WORK MEEK. . ♦ \ ` \ I// Cy / ' 2 AREAS EIONS SHALL BE PER H TTRI EN RECORN OF EACH f1N5P - SHALD FOR ALL LEBE MAINTAINED AND BEION AREAS (-AILABLEED HEEKLY UPON REQUEST. 3. STABILIZED, RETIONS SHALL SE BUT ARE ILT NO LONGERECGN• -- - ACTIVE SOIL DIST RFORMED FOR ALL AlIEAS HNKA AURBNKE E-. _ A HRITTEN ♦ i Y' RECORD Of EAOI INNSP-TILN TUST W MANTANED AND BE—ILABLE UPON REDIIEST.A '+ -____ / / // \\ 1 l \♦ �.\ \\ I : I \\\ \\\ ♦ • a CORD OF INSPECTION SHALL Be _ _ _ I 1 1/ \I • \- RAM, rHANS', ON SPRING HELTING. A IYUEASURE� BE EPERFNORMED PRIOR TO FORECASTED ♦\� MAINTAND. ANN BE —LABILE UPON RFAIEST. _ / \ ♦♦\ r 1 S SNON SHOULD BE FILED Dd•N GRAD ENT OF DISTURBED AREAS. • i STORIOE AREAS ARE -_ ''/ / \\\ \ a ♦yt I \ • 1 N01— 0 ON HE PLANS, NO • i SHALL Be OSPOSCD OF IN SEDIMENTATION OR STOR HATER -•-,-"- ` /\\ - �'�'/'/ 1 itIN • - 1 • TOS'A_LOH FOR REGULAR INSPECTION AND MMAISNOH`NOT BCE E \'fD FROM STRUCTURAL EPSC MEASURES ~�1 _ .. h_\V / ♦� �` � \ ., .< .. .. ♦\M I G. TEMORARY STABILIZATION MEASUES. \ A i PIMILLWCHA5 I— BEEN HAD OR RATITfIX B IH N T APPROVED METHOD IN AREAS MIERE •,! _ I I . SPRING GRAPES HAVE BEEN REACHED OR N ADVANCE O FORECASTED RAIN, HA•5, OR i SPRING MELTING P C M NOT APPLY ED PI OVER WE THAN NW OF SNO OR U CXCE93 SNWI OR ICE / '� Y ♦ \ \ \ _ _ /' _ . - TNTO BE EMOVD Rt OIA TO THE INSTALLATION INA OF MULCH _-^� '/ • �\ \\ \ \\\\ M\ ❑ I I 1 T INSTALL STONE S —ED,LTION, O-NI fEET wDEp AREAS MIERE CONSTRLKTIKN VeH1CLE - i • •��` j '--, 1-` ) ♦\ 1 ) TRAFFC IS M(TKIPATED: 5UCH AS AROIND IXA NGS —ER (ONSTRIICTON. ♦ / •�K ^ `--� + -�'-�• .�^n..•t`� \M\ \\ \ \\\ \\/ - \\ \\ ✓ 1. REP�'ALL CPSC nEA5U M A5 NECESSARY. w.. f ♦ O I \ - '-. R' a♦ \ \ \ \ ♦I 2. ESTABLISH VEGETATION AND INSTALL PERWIENT EPSC MEASURES AS SARI A5 POSSIBLE. ¢ - TOPSOIL 5TOCKPILE (AREA \� II •}KEQ.USEED, AHD EEDHD KEY, OTEH aTEL / GREEN'5CI50 ORAWED .. , DALE fi`19p1 aELocArE LEvsmrPlN'cs sKNS FRONNoarN sroE gy roe TADNfsr SloEsofeuanlNc WiE cENEaAEvlsrorvs By L- �I�`\,\- ��'\ __ _ \\\\ \\ \\I ! i 1 \\\ \♦\\\\ M\ 11 DATE avn,oe 1€1HW B( \\ ! A • • r r 611E fE\9pI a FrxrsrATKN. RT By i, _ \\ \ 1 NVIGMN afuMFD Ev�ME�s� mrlsTmK mrFEIrcE \ "`>% . ♦ \ ♦ - -� \ \ \ 1 ' \\ 'll DATE crNW Alavp 3auMING ocE'OODLR�ES PE DEC REvrEw \♦� - ♦...\/\ DAME �FER901I aevrsED EROERDVCWrRa.IroTE gT IN5PECTION t SAMPLING PROCEDURES: SAMPLING PROCEDURES %TpNUED): DEHATERING NOTES: —PER UTCQMIIENrs I AS SOW AS REASONABLY POSSIBLE,, WRING, OR APTfRIR, INERT RANfKI !VENT HN1 PROD -ES S.IP THE TUR9pTT SAMPLE TAKEN IS 25 NTU OR LOHER, NO FURTHER SAMPLING OR —ON IS HATER FROM TRENCHES AND IX NXIS SHALL BE DISPOSED O IN SUCH A MANNER AS HILL NOT (LQTj r rRon HE YiXa9T KN T HE W-SRre TmRdlArcR SHALL «sPE r FOR THE Rew1ED WRING H15 PARncULAR Ever. (.wse IN.ARr TO PuauG HEALTH NOR TO PMrBLK OR PRvwrf PaDPERTr, Mae TO WORK mnPLETED PIZZA GALLI PROPERTIES, LLC RUNOFF O V141BLY DISCCXORED STORHATER FROM THE CONSTRUCTION SITE. IP HERE 15 -HOE ON IN PROGRE55, NOR TO SURFACE O HIGHHAYS, NOR CAISE ANY INTERFERENCE HIH HE USE O P.O. BOX 2009 OF VISIBLY DISCOLORED HATER FROM HE CONSTRUCTION SITE, HE ON -SITE PLAN COORDINATOR 4.If THE NRBId TY SAMPLE TAKEN 15 GREATER WAN 25 NH: SAME BY THE f -,, SHALL AS SOON AS PRACTICABLE INSPECT AND MAINTAIN BnR FOR COMPLIANCE HIH HE a. THE ON -SITE PLAN —DIHATOR SHALL AS SOW PRACTICABLE EVALUATE HE NEED FOR SOUTH BURLINGTON, VERMONT 05403 APPROVED EPSC PLAN. FOR PURPOSES OFHIS PERMIT,•CONSTRUCTION SITE' SHALL MEAN THE SUPPLEMENTAL BPIF• AND IN5TALL SUCH BMP,, AS NECESSARY TO CORRECT THE RUNOFF. TY, BRACKISN, OR TURBID WATER FROM TRENCHES AND/OR EXUVATIONS SHALL BE ALLDHEO LAND OR HATER AREA HHERE ANY FKILITY OR KTI— IS PNYSKALLT LOCATED OR CWOUCTED, b. HE W-SITE RAN COORDINATOR SMALL, WHIN Tf HOURS OF FIRST DISCOVERING HE RO . TO MSU1 a DIRECTLY TO A STREAM, NETLMIO, OR NAHRAL DRANAGE COIRSE LEADING TO A 1NOApNG ADJACENT LAND USED IN ION HE FK ITY OR A VITY OR THE AREA OF SU¢UT A .—EN REPORT —T HE RRRKFF AND RESULTING CORRECTIVE KTION TO THE 5TRE . HATER SHALL BE DISCHARGED INTO EITHER THE TEMPORARY SEDIMENTATION SAa1N OR RTO �D�OT TDEE MOUNTAIN VIEW OFFICE PARK A EARTH DISTURBANCE DIRECTLY A�SSOOATED MH HE --.-ED—STRUCTION KTMTY. 5ECRETART. HE REPORT • KL: A DEHATERING DISONMGE AREA SURROWNTR0. INDED BY EROSION FENCE, AS APPROVED BY THE �. BE ON FOUM PROVIpEO BT THE 5ECRETART; ENGINEER. 2 RI.I F OFIF AFTER NVI�CTINGSiELY DIARSCDLORED STORYKAITER CONTINUES WE M-SITE-SITE PLANTEN I ABOVE. THE I,G N TOR SMALL III. DESCRIBE THE $TITUSTIE AND OF' CONSTRUCTIOAND TION OF THE RILNOFF. N AND I C AOx'MNLE H TH THE EPSC Phil AT WHERE T 15 DETERMINED HAT THE DEHATERING OPERATIONS CREATES OR 15 LIKELY TO CREATE LOT 3 SITE DEVELOPMENT Y.MPLE HE RUNOFf AS HE TIME O HE RUNOFI TURBID 5TREAM CONDITIONS, HE —T—OR HILL BE REWIRED TO FURTHER MTAIN HE TRENCH DETAIL WE A TURBIDITY SAMPLE SHALL BE TAKEN AT EAON POINT MNERE V1515LY D15COLORED STORMHATER N DESORPTION OF E —ONS TAKEN, WEIRSTLOCAT , AOP WE ND THE TIME AND DATE O ALTERNATE ETHODIACCEPTABLE TO HE ENGINEER�51N5, EMROY HE USf O -DIRT EAGS', ON AN ORAAiNG IRLE EROSION PREVENTION & • RUNS OF THE CONSTRUCTION SITE, SAMPLES SNALL BE REFRESENTATVE OF THE FLOH AND HE COR nVE KTId1: E•f 111I.2f HARKTfRSTKS OF HE RUNOFF v. BE CARED AND A LOFT RETAINED ON-5TE HIH THE EPSC PLAN. USE O EPSC PRKTKE(5) FOR DENATERNG KTIv1T1E5 NOT 1 OED IN E ORIGINAL El- R.w LS OE V R. HE EPSC RAN SHALL BE UPDATED "WIN TZ HEIRS TO REFLECT HE KTIONS TAKEN. ARE SUBJECT TO REO/IRVMENT O SUBPART N.F O HE PERNIT. 5M5••�F.`..-•-..FY.I"� SEDIMENT CONTROL PLAN I.IF WE TO UNEXPECTED C1RCW5 ES A SHIRE 15 NOT ABLE TO BE TAKEN DURING PERIODS 2 r: P 4'�•.•T,c O RUNOFF, HE PONITMING REPORT SHALL INCLUDE A BRIEF EXPLANATION O SUCH 5. AFTER TAKING THE —IONS REQUIRED IN ITEM A.• ABOVE, AND 1F HE RUNOFF OF VISRLY FIJMPKE FROM AREAS EXUVATED FOR THE CONSTRUCTION OF HE PROJECT SHALL E TREATED ON y/!{„y X'.p\ iL' jy,ylr iu[ CR MSTIWCES. NiSC0.0REO 5TORMHATER WITINVES, THE ON -SITE PLAN COORDINATOR SHALL AGAIN FOLLON HE DISPOSED O IN SUCH MANNER HAT THE TURBIDITY CRITERIA O VERMONT HATER WALITY Z. MRM/BFD*IWd L H¢mlin1 SPECTIW AND SAMPLING REQUIREMENTS IN ITEMS 2 ABOVE. IF HE T—DITT SAMPLE 15 LE55 STANDARDS ARE MET. FRIOR TO ANY DEHATERING ACTIVITIES MINION RAY RESULT IN HE PUMPKE V I1I`a N0. 720M ZT OA�..SAMPLING IS R—RED AT ALL POINTS HNERE VISIBLY DISCOLORED 5TWMHATER RUNOP FROM YHAR IS NTU THEN NO FURTHER —ON IS NEEDED. IF THE TUREVDITT SAMPLE 15 GREATER THAN RE—H4 STATE HATERS BY SUEKE fL011HE PRINCIPAL ERNTTEE SHALL MCASURE AND � A iW R`Ii W � Do"p RBED AREAS HAT NAVE NOT BEEN FINALLY STABILIZED LEAVES HE CONSTRUCTION SITE. 25 NTU, HE ON -SITE PLAN COORDINATOR SHALL RUMEDIAELT NOTIFY DEC'• STORTMATER DOCUMENT HE HM.- VALUE TO ENSURE THAT T 15 SUFFICIENT TO GOPLY MH HE VERIONT � O �^ a:d. ALLSMRING PANTS SMALL BE IDENTIFIED W HE F .L RAN SITE MAP AND BE CLEARLY REQUIRE We ON -SITE PLAN COORDINATOR TO REEVALUATE EXISTING ON- H TER -AUTY STANDARDS. E 1N3ECTION REPORTS SHALL GOHTAN INFOTNMATIW ON FMfN i F\ QIn:' ; 6N•I�nJ3O O 3O 6O 9O AND NNSTAL.L SUPPLEMENTAL EPP• AS NECESSARY TO CDFRECT E RUNOFF. AT HE SECRETARY'S DEHATERING 15 BEING DONE, MEASURES BEING UTILIZED FOR TREATMENT,AND EFFECTIVE — O •iSs'\, .M[SS SOLIHARKED IN THE FIELD MTH A FLK, THE, STAKE, ON OfHiR N41BLf MARKER. DISCRETION, DEC MAY AL50 REWIRE HE ON -SITE PLAN C DINATOR TO GCNTMNUE SAMPI.- HOSE MEASURES. C1MId�,'niefS,�•.AFTER APPROVAL BY HE pI-, O ENVIRONMENTAL CONSERVATION, SAMPLING MAY BE RIFgFF DAILY HHEN RMRKfF IS KcuRRING WTIL.pSCONTNJfD AT TNO' RMINTS O STatnHATER RUNOF HAT ARE pEEnED TO POSE NO R15K I; TURSIROTT 15 25 NTU OR LINER: OR UPON ta1PLETKN O CONSTRKTIW, ALL TEMPORARY SEDIMENTATION BASINS AND DEHATERING FRTETIItttaJEfkart• S(Rae( O DISO ARGE TO HATERS O HE STATE. THEUP10fF STOPS OR IS ELIMINATED. AREAS SHALL BE RESTORED TO ORIGINAL I—DITIOVS, 09 "7 xs J liorL YiTmorT( 4 \ 12" TYPE 1510 FILL - - - - - - - - \ 334 \- --------- - - - - -- / / \ 12" TYPEit STONE f4LL / \ 12" INV.-332.0 — — — — — — — — — / /-6" INV.=329. ---------------------- •:� \ .' TOPldI - FERTILIZE. LN1E, SEED, E MOILN IYGI —TER ELtv.•lIZ.T! MI (N.v) AplATK DTN VARIE9 HATER lLN.•!l7.A MW. �NANNfL FT1f F4TKN DLNYCCT, . AMERICAN GRfEN G ' OR .WFIOD/[D COu4 , RETENTION POND PLAN VIEW P.a i [lN..!lS.T7 AOUATK DENCM WDTN VARIES r (fRNIfSXI) CUT MTERIAL, (QYKTED IN E• LIFTS TO A DENSITY OF qLT aF M"IMu1'I DRT OENSITT, V4MG THE STANDARD PROCTOR TEST, KR AST'1 D-V!. UT IA ME MT Df OMITTED IC fQRRKTOR PROVIDES APPROPRiATSON TESTS OCMONlTRA FBTHAT EXISTC"G SPLS ARE ]UITADI.0 OR V!E AS FOND ASE, AS CONFIRM[O DT TNf OCSIfN fNLMfCR IN NR?RG. TYPICAL POND CRO55 SECTION NTS E' NC fND UP r oluxTu NaE .• LET t4ED N [!ID CM q)IID AlT1.ET AT qK RiKRT POND #I ORIFICE DETAIL RTS I I l 2" INV. =/329.65 / NEW �12" x 20' HDPE\ -WITH\END SECTION \ \ \ 5=0.00�O FT./FT. \ \ \ ANEW �MMHtt2 \ \ NEW 12" x Ib'�NDPE \ \ 5-0.0240 FTJFT- \ \ \ _- NEW 5T1 IHtt3 \ \ \ -\- --\-NEW W X 26' SDR 35 PVC \ — -- DIICFALL qK I` NPOC PIPE TERT, BOOTED colrifcrlarl : •lRls POND OVERFLOW DETAIL (5TMHit2) SECTION B-B ITTB LCMIIOR lC-1'K FRAME t c EIC OR APPROVED —AL, —1D •ST S FND GP wTN O D• NFDe qK SEE pertKE DETAIL AI G' SDR SS FK T�STIM! St' •SSO.M POND OUTLET DETAIL (5TMHtt3) SECTION A -A NTS 72012 W RECORD DRAWING ;;; TYPICAL PARKING CR055 SECTION Hr9 1/4' RADN5 /2' RADIUS T 3,500 -1 CLA55 B CONCRETE CURB 1. CURBING SHALL BE CONSTRUCTED IN Id 5ECTIONS KITH 1/6' JOINT5 BETWEEN SECTIONS. 2. EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20 KITH 1/4' THICK PREFORMED EXPAN510N "d FILLER MATERIAL CONFORMING TO AASMTO DESIGNATION M-1- 3 . CVRB REVEAL AT DRIVEWAYS SHALL BE 1-I/2' MAX. 4. CURB REVEAL AT ALL HANDICAP ACCESSES SHALL BE A MAXIMUM OF 1/4'. B. ALL RADII LESS TNN 21x0• SHALL BE FORMED U51N1 FLEXIBLE FORMS. TYPICAL CONCRETE CURB NES nwrw EXISTING I/1' RADIUS FlN15M REVEAL GRAD L _------"-- a --- A5 i CONCRETE CURB SEE DETAIL TYPICAL CONCRETE CURB TAPER DETAIL FEES DA°OT'Ii— HIT, a w�L,C.ECx a"o'H" w ALL RAms. T LTa•5dL-PERrIuzE ' s . K.• Pot FOOT A• PLANT n%CD OR,LV4 (VADr svEc .io4.aJ FI:r2 BmEst PREFORMED —T FILLER SMALL BE CAST N EXPANSION JONT5 EVERY 20 FEET. FALSE J T5 SMALL ENE RACED EVERT 5 FEET. PLANT GRAVEL SUBBASE SMALL K TATACTED TO R[ O T11E nAxIIWA ORT OeABHTT u9NO THE STAM C, PTKCTOR TtlT, K./aNNDXHG TO ASTn IXKb. TYPICAL CONCRETE SIDEWALK FITS I -In' TYPE IH wTLR+INdzs 51%VTM CUT IXISTI PLLBITLA� �LCLiKRETE CONCRETE NEAMNG COURSE tR TOI— BE TLOROIGMLT CLEANED ARD WELTED WITH TYPE II M LED ASPHALT, AS REWIREDRED TO A— TQ FINE F9� nl 2f OVERLAPIC CR C. STWE BED TYPICAL STABILIZED CONSTRUCTION ENTRANCE Ms —IH�T1ffNEO METAL FENCE RnT sE.crloH •e• 11 TOP VIEW OF JOINIoNG FENCE SECTION5 NTS PRE-�AMERED PINce ros�TT � SEE TOP — FOR 'E T aF CONP 5dL SECTION •D• DAf ILL SIDE VIEW .W.rF� oR AFVRD+Eo EWK T I—. SMALL x I �TED_AT LEAST ONCE —A SEVEN CALEND A. DAn we NITHIN 24 .NSER AIHY RAN d RESULTS IN A p_:A_E FRCTI THE SITE. 2. IGD.T YE. 5E011'NHT • L BE NEf10VED WHEN IT —IS A DEPTH O G' OR GREATER. a. REPAIR —ED NXRTKxtl OF PEHC,- A5 NEEDED. TYPICAL TEMPORARY EROSION CONTROL FENCE NTa SLOPE INSTALLATION 3:1 ELOPES •x•-a• (sm:-Ixson) ® •z'-a- (sa,:-1xs.P) r D. ,.IS STAPLES PER SO. TO. (Eu M1STn M glFOR X .) a u wNRE e�M. RE z:1 ELavEs •x'-s• (sW.-1x.xWl —II- ® -it-1--V (s.N-I]w.•) , (0.3m) e 0, ) Soon SI.Ta- I. PREPARE SIX BEFORE INSTALVNC N.WKETS. gICL.1 ANY NECESSARY MPLP.ATKN OF UMF. FEROUZER. ARO SEED NOTE: WHEN USNC CELLO -SEED DO NINE SEED PREPARED Mt FA CEU-O-SEW MUST BE INSTALLED BEEN PAPER SIDE DOWN. 2, SECN AT THE TOP OF THE SLOPE BY ARCHORNG THE BLANKET M A V (IScm) DEEP % 6' (1 km) CE TRENCH WTIH APPRO%NMIELY 12' (]Ocm)) O BANKET EXTENDED BEYOND THE W-SLOPE PoRRON O THE LR INCH. ANCIIDR ME —NET WRH A ROW OF STMLES/STAKES -HATE 12" (SOcmj MAIKT IN THE BOTTOM OF THE 1PENCH. FILL THE TRENCH A Ft STAPLING. MPLY SEED YO COMPACTED SOIL ARO FOLD 0.EMNNNO 12' (]Ocm) • BACKAND COMFKT PORTION OF BLANKET BACX OVER SEED ARO COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SX. WITH A NOW OF ES/STAKES SPACED APPROXIMATELY 12' (XNm) MART ACROSS THE WIDTH O THE BLANKET. J. ROLL THE BONNETS (A) DOWN OR (B) HORZONTALLY ACROSS THE SLOPE. BLANKETS WILLIRIROLL WRH MIO PROPRMTE S AWNST THE SOIL SURFAIOE. INANKCTS MUST BE SECURELY FASTENED TO SCR SURFACE BY PtADNG STAPLES IN APPROPRMIE LOCATIONS FS SHOWN NE BIE SDLE PATTERN GUEE. WHEN USNIC OFIgFVSS L DOT SYSTEM ST S/SIANES SHOULD SE PPCED THROKKOH MM OF THE COLORED DOTS COFIRESPOHDINC TO THE MPROPRMTE ST LE PATTERN. .] STAPLES PER m. N. 4. THE EWES OF PARALLEL BLANKETS MUST BE STMLED WIIH APPROXIMATELY 2--5' (5=m-12.SFm) MNU%P DEPENOMG 2.ONU 5 PFR SO M) F Ig11MW Ne=lN Am.:cM 0EI BUNKEL TYPE. TO ENSURE PROPER SEAR ALIONNETIT. PUCE THE ME O THE OVERWPRIO OLAHNEL (BLANKET BEING HARMED ON TOP) EVEN WITH ME COLORED SEMI STOCM ON THE PREVIOUSLY INSALLEO BLARKD, Ox, OOT SPHWnb NRa FLaPI�/rt=Nw b.wM osa: H B.. BRFN ogarM CaIN 5. CONSECUTNE OLMNIKETS SPACED DOWN THE SLOPE MUST BE PLACED END OMEA END (SHINGLE STRE) WOH AN APPROXIMAIE 3• (7.5=m) OVERVP. STARE TNROWN OVERLAPPED AREA. MPRODMATELY 12- (,KK MART ACROSS ENTIRE OLWKET MDTH. Fw NORTH NOTE: '%N LODGE SOIL C OITNI , ME USE OF STAPLE OR STAKE LENGTHS GREATER THAN 8• (15=m) MAT BE MARY CESSTO AMER ICAN PROPERLY SECURE THE SANKETS. GREEN SLOPE STABILIZATION BLANKET DETAIL Nn CHANNEL INSTALLATION j�'� v>vEnENT nNK3pExi CI I/r MNmIXI) \\ ® J--F�` - •::I \9 fT—i-F'. �"' J : - EXgTFIC IWT1gxHODs CdrRETE ISRTM� ASANLT a= O ---�-- _ _ 2 WHE ., -2--S' (h 24k 6 BEGIN AT THE TOP OF TARE CIWE EL BEDANONDRINO THHEE BUNKO SIN Y6 (LSnn) DEEP % 6'( 5cm)2 PEMGE TRENCH WITH APPROXIMATELY 12' (JO=m OF BAIKET EXTENDED BCYOHD THE UP -SLOPE PORTION O THE LRfNCH MKHOR ME TE IT (p_2-) BLANKLY WITH A THE O $IMLRS/STAAES MPROXI.MTELE 12' (30—) MART IN ME BOTTOM OF THE TRENCH. WKFLL I III ( I I —I! L NEV TGRAVPL SUeB VE Q ARO COMPAR THE TRENCH AF ER S AP NC MP Y SEED TO COMPK EO SOIL AND FOLD REMUN NC x2' (DOcm) PoR Ory - II S}IpCA F I I SEE _ CAL SECTIONS,' - ' •• e a O BIANNEl BACK OVER SEEP AND COMPACTED SOIL. SECURE BEAHNET DYCR COMPACTED SOIL WEEK A ROW O STAPLES/STAKES 4• (I'a") • • am sUI,N SPACED MPRORMATELY 1Z (Xlcm) MART ACROSS THE WIDTH OF THE BWHKET. lr (Oh ^)ROLL CENSER BLWS�R M DIRECTION O WATER FLOW IN BOTTOM Of E EINTO —KEIS WILL BY UNNOU, IT ARls SIDE AWNSI THE — FIGS. AL KETS MUST SECURELY N SdL S POC T ES/Sf E MOTD AIL BA(XFILL TO BE TMOROLK LTC ID IN t' �---F1p'• 1n•) N MPROPRMTE LOGTKNS AS SHOWN IN THE STAPLE PATTERH WIDE. WHEN USING OPIIONLL WE SSEEY^' SAPIES/STNtES A DENSITY OF Li OF TM IAA ORT RANI SOMA( GPWHD SHOULD BE PULED THROUGH EACH O THE COLORED DOTS CORRESPO NC TO THE MPROPRMTE STAPLE PATTERN. DFN5ITT USING WE STANDARD PROCTOR TEST, STAeILryEATKIN FABRIC • • 4. PUCE CONSECMNE SAHKETS ENO OVER ENO (SHINdE STYLE) wrtH A : -B' (lam-Ixm7 OYERIM. USE A DOUBLE NOW OF AI;COFtdNG TO NTH DGM. nl ITN 24' OVERLAP tl�� ' \ >T (' O") STAPLES STACCERED 4' (IOcm) MART ARO 1' (l0em) ON CENSER TO SECURE BLANI m— UP AND OWN %/FE TO ENpN>uAR TO TIE • • • • S. FULL LENGTH EDGE O BIANNETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A NOW O STAPLES/STAKES APPROXIMATELY TYPICAL PAVEMENT MATCHING- DETAIL ETM.GwES 1z- c]D=m) MATH IN A B' (Ixm) DEEP X e' (IScm) MOE TRENCH. BACKERL INO COMPACT THE TRENCH AFTER STMUNO. FITS B MUST BE TO ENSURE PROPER SEAM 111'tt RI PEACEPED THRE EDGE OF THE WERLM— XINATD.Ym0)UN(DEPENDING (BONNET BEIINC NS TYPE) ON OP) EVEN ] STARES FOR SO. M WIp THE COLORED SEAN STRCM ON THE BWIKET BEND—FHAPPED SLOPE TRA KIN - DETAIL N.,N( Jam. W""".: P`AR.•:c..M.IH A T IN HIGH FLOW CHANNEL MPLKATIONS. A STAPLE CHECK SLOT IS RECOMMENDED AT XI TO 40 FOOT (9m-12m) 1NTER/ALS. USE .ns N«. NaPN=/rta..m A DOUBLE ROW OF STAPLE5 STAGGERED : (1.—) MART AND 4' (10—) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL. SPKMG VAFUCS NTS I R"wy:W.ee: aF ME YELLOW c Cola B. TIE TERMINAL END O THE BONNETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES MPROXIMAIELY 12' (]0=m) MART pFPF dNG W CMNINEL SLOPE IryNAB'' (I SI:m) DEEP X B' (IScm) WIDE TRENCH. BACNML AHO COMPACT HE TRENCH MFER SAPLING. NORTH 'W" "wP'P - ,„F- ®-"°-1O'O �VY�K rc� CPoTIGLL POINTS - HORROMN SAPEE SPA[Np SNdILD BE ALTERED AMERICAN �`L)^/7 0. pyEROyS ANDSEAMS R NECESSARY 1O ALLOW STAPLES TO SECURE EHE GREEN B. PROJECTED WATER UM CROTCH PONTS ALONG THE CHANNEL SURFACE. '1] - C. SLOPE V BOTTOM/SIDE -- N LOOSE CTH CGRETER T THE USE O STAPLE c1`{/[\`�•,Cr,� LOPE VERTICES OR INSTAKE LENGTHS GREATER THAN B' (IS BLANKETS. KET BE NECESSARY TO PftpPERLY ANCHOR THE BI.wKEiS. CHANNEL PROTECTION BLANKET DETAIL 4' TOPSOIL -FERTILIZE rrrs L. SEED, E MUIw N' TYPE III BITUMN40JES CONCRETE DATE YVFTAe gM9Q1 S•1 (N V) MIN. nIRAFI BRICI SOUTHB( GEUM 24' C FABRIC nIWMJn 24' OVERLAP PRUC( ll(IF MOUNT, 12' PLANT MIXED GRAVEL (VELDT SPEC K704.OS FINE) LOT 3 TYPICAL BIKE PATH DETAIL- TYPICAL STONE CHECK DAM 11 ♦ OEEIpRE F ve, F . yiQb N:s. �A;W �' 7201IW� RECORD DRAWING ;ss °A�;'`� m DETEnAeLE tRIDERCP(ARID nARRRIc wN13u GRADE Pe APPIpVEO EOUAL, — —THE -- e1AEr . - c• eEta IwI3N cRAoc ED ' SELECT [ 1. 11 1 IftT[ A AreD yt R T': I p /� reroKr w Ir uFTs ra w ro LARGER THAN • ° HSITT a Si OF TIE w'TRHlDMETER. EAYKT IN . Ir11Rr CRT DENSITY IE]1HG A DENlITT OF R • IES • THE lTAnOARo pROETOR TlfT, TESINL FnµlfAIWMD TOCTy • , • KCORDING TO tlm DVS EST, TO ASYTI ° ExrarDEn PnYsrrnDfE PaA25 sv.(f1LL wwurlw / a . ac IySE Tr.D EATERS, �iw.iwi TaD( rlan aalfrs GTAOG[RfD. ��. ..EREVEa uuEo rae w n< rLANa. IIVR To AMD IIISIAATIW DAnA4E AREAS rAllaf/. FOR fLKD T DµvNaDUrI�arL� Pvc nPe� TYPICAL TRENCH DETAIL, PVC GRAVITY SEWER RTS IINYr LwFGIMRD e!R(r NI DETECTAaLE IrCETFFEo M n EO EG4AL. Car R, r - e• xLan nwaN rrADe. .CET EYEAVAT�n:tTERIAL R rwn p . n —IVrAr %e E,RtM . T _ND ' ornlrr oRra1 e1G rK tM%IIlw OIIY DfN1TY __A/ ,...Gt V TaC lTMDHm rPDw TIE STMDND ; TElT, AltDRDNG TD AS - VA DC nKED CARfrUL1T AVGD 1N31rL.tTlor OMvr ALL VIRREVFR CA 1 en FOR M TR R,trr3. s� /�Y��RlDLAT101r, 9rt ARuwwxr PLKV l NEITIRT OF RRI \ Jr UNSHED !TU(E DR SMD DR GIMAAR INTEwAL TD A DENS OF TM ` N �DLTR NDPE nPE� '.PKTfD 1 TOES Tf9T, KCORLR(�(croTO ASm D TYPICAL OR TRENCH DETAIL SDR 35 PVG STORM HDPE SEWER ROTFa. I. SHALL nCET OSHA STMDArtpa PRNx RRSONrEL IKIRTO MY TRENEN. R spo E NO LC» THAN MREE (3) DRA55 4..410Z:r1i33 O XI, D[ P0.Ye'rN— ENC.t3Eo. TYPICAL TRENCH DETAIL DUCTILE IRON WATERLINE RFITWwtrfarl4r / ysr eELnr rEllaw OxwrtDE wrelaMotLE r�irR NIT✓ r�rtAL Tw �rr rtI wlrN NC'�fLN'»y .s�sort n Pt�c n PE'c rlwmnr 1sy�RDrl�c fE ERrrn rawecroR TYPICAL CLEAN OUT DETAIL ZIT 3Er < �.awT c EN "I Alo wr4lRAwm wm urt vFltE cans -Dal^i r.x � col N uL rtC 4EfLElSgwWNw 33 � e•RR 4 \ \ naDsr a�otErt wrED+(c raorrrc swt 11E o p�`�ReaiESiEMMIn 0M1L0m TYPICAL WATER SERVICE CONNECTION DETAIL OENTER EK LDrGTN A /IPE W[R >f Iv rinELu_ HATER � avAaArINar DrArlcE SEPAM 1pIT— TNn PARALLEL INSTALLATION CROSSINGS WATER - SEWER 5EPARATION NOTE5 fEwM R L DE LAD Ar Ebr TEn fEET IgLEa(TI�L^Y�IROn MY�I OR PPoROfCD HAVER C rWn. Toe TO r ZNZ TEN FOB W-MQ Mrw XPMATRr DwEr�EEN lotoe VNTER un , Tro11[ VI�ATER L If"-7 a w A ARR-61D SO DLL Lb - Of 3fL¢R 13 GENrFRE ADOVE OR DE TK NAT—RE wTN) 9EYER —. i AS IAI( A3 rV35aLE fNPI VMTER JOwTf: x) — •LENSR n rlrST IE r1w5TRIKTED TO WATER rwN ST Or N fEET ENTER 1n K �uWRD! IMT DE TESSURE TESTED i fvu`Ei( lftW PY EDR RUTE3 wlTER: ETIr)OUTTNL—f � RUCTfD r0 OND CTrE fOOT AMJf THE n ERTIW SE, 4) VGERE WATER —1R CR 1 —R A —R. AoT. TO ITw— EII F S.rALL BE PTDvaED FOR Tar w To PREVENT DAIu TO r RATER ruw. TYPICAL WATER -SEWER SEPARATION REOUIREMENT5 ..a THRUST BLOCK END AREA 50. FT. BEARING AREA Ix• D� !PE EDrERrRE F.DR ''J "E` TYPICAL STONE PAD DETAIL NTS r (4VER OR APPROVED EOUK wlN wash GRADE e Rm Rwc C=ETl TULR(A ALL LCUr►IKTT.TYT.E �M / rrAarlKL qtT mD DE —TOR O USRIG THE STANDARD I I TPROPYUNE RLMc KEDRrolnc io'Asm Da.e.' ALL COE ralIEET fNALl I L DE aW(ED Arfp trwTERT1WT. I rnT. I faao rl carratn I Fa., ERA. I faecww I 1 I — nxauGUDT II.vERr rAIAn S1rAll DE DOOTED AND wArER __ SANITARY SEWER MANHOLE DETAIL Nn n• soR H IrDPE fTORn MnAwaLfRON nW L ea�L-xG�i EouAL, n�AwMCEDraRn�� , rwlsr cRAOE NOfE ALL DKxIRL TOM I 1 ED I I TA oEN3,T� I sA � P�RD�c1TaRDTlST,�`ranaorMOMD I I KC1RDRfG r0 ASm OEM. eE`eaorEor�ra rNAmn4? I I I ! I I I fREctsT Rf+POREED rorcan r(N DAyN aA Af.RwcD I I ODYL (•000 PSL YDroRErE). I I ur4lTLMEO SGL a!R TgaDlAV.Y taIKTED G14vFa TYPICAL STORM MANHOLE DETAIL Nn LInE, sE , r FE—L—, TYPICAL GRA55 CHANNEL UST-w-PEKE ALY'nRUt sTAT TrtANHT. fFRAIY AS rtAM1FKNtED DT Wl1 PUrw IOr SPEOIfKATIon3 n01R(TED pArv2HD PUTE TE NAT-CN. SO'.3V' V10RF INCLLAEP TM rk In tlNs acaot Y DR !�'Rd «wim.va• MTfR10R geEa(1nO YITN Rftt»fD HANDLE •r lNmiFtny al mania, :P.wA. N m 11w CarUst �PAp �PROV151ON, OR EEWMEER r'arA.•sY •+w aw•' D:w'i'Vr ^`! "Soo GALLQf PREGST NEA- WTY TANK iro,ralarlr stl wv pipVN�e `„exk' AIM. Imdseap.p, y.,,epe AS MnUFKTIAtED DY CAfP TECAST, rNE m�c.ry nea OR M APPROVED EOUK � � cIw u, ma usk .4 srRucrlRee• T1n O / Srs:T.«ad uvaa nar M bur rcUsn fmn W eras a - w OrNa1� tM rw f bebe tk rim V' SDR 3�PVC RPf AS VlN1i1 b. fitltl w'tN:<Horud, rNellr•Nr payrrgrbn Itldc rugs. INV. - S32.N IY e t PIRvs MD FLRtP rtoroRs r1n w.w NEE I be . arm (��30), .aa. rlwwwm a'.li bF .ae airi NP. n. ��uaa eT �.,�a A.o r«a n,.,.ni.. I.eF Tln P..v Mal b..w.ipF.d r da.lr<!• .du e r tall. H.,e1,1 (epaur. NOrE• rlae PYnpF kwblw F P1•'9 wtim. AEWpI MO T_' I m.lu bvip Mull k4ltla uprr etd lar �4 rau bal bmvp, ,wccN T— T_- OGITRAGTQ! II I— UPPLY ORIYu StrQ Ir al W mw� FOR APPROVAL M I I I STATI I O IGURA _I--"-_,-___ r •i'V TRt rMu MdltlslollO• sla:lw atsl atl .aatl rron l)v pvrlptl nwW u1I • ♦ubw./cran4 typ 21 'rrW{ml s:d TN Penp np11� a Yy, crozltY. U1re Nan, rut -clay 4•iO1. aea rs NerM-af-Awe aNd ay....wYls, rn Igra., —rs uNe paa maN tks.n br.a.� fa t4mp Mwn b. m..Rtl wLN lNe !' PUMP STATIW V[M .2' ADOV! wN13N GRADE (nIN.) apreU'p MMYs tRupH ati YrMM da: atl aNFII Me a lack snTNwylant Urpt s lti door Imm bLLq ape�1 wM t.r bredv. w ti tlw •m' peMUR1. w,.l brmlrF w •Mr, al p=...r wl a rutl b llw raNL.a .laird•. tiQflt LEMON LRV rrArrI10LE fRAr1E h Slut and rn clqucltw. vtl wn «Ian• fu eec My Mdl be mw•rad n tRc ALL HALL PENTRATIOT. SHALL DE KOTED AND WATER T TGI MD 1NfR OOR APPROVED EWK FI1NISH GRADE fLEV. S».f3 rarVa pm.l. - _ HIP•UTA by t v.wcten Mw�m b rM �tla1 p> p tl u�s INd1 a Y R1f1 CLN. . S».M Fw15R GRADE � Iwdra `L��— .parlp•.MtlNI RuN:m. I ar Y P'widtl M abpW lirr yar nvu NHI b prwid•d fu eaH PmP atl mwdeE an W Mille — a L. ral«I purl. A R — —i—, aet—,— — — flalYe rtl .41. Mull be mantel PR 1 ET - All Nin'rq d' an• Vablwroakq duty fa LM Rory• vd level rmFola Moll G •,. n t EanUa aura. SER RING RISER Y Moll ba W bye R, eaMtl n a eelldppaYa•tNan I(mt bal. A � ae Fs'r1•asNv11y1M rraieee; en fu bm amv(s) af, ero f> tarry W cloriq IrnP Ir.w.Nwv I 2E T 9Crr.. b PK RPE 3' wV. - 3lx.ea� u fren wtMs� LIn pv.y arvctre ti a.tbw d:aae:c tNe PrrP• a.d/ar aszold pip-w �E� TNRISlaLL+1 Irnr -r•t aell and ro pampe aeavli �1I4 pert If U.. Rnu ime L1a •.at ..al Yv. INe Dunn RaPE lL.KRETf f1l OI LEV2 Ls M-aa0.r0 L CN-aa0.13 I • ors-3zs.es �r a lln bas�Pmp, urea a.al ,.,ill rise Y e Ndv ele.ea:m�p s LR.rI.r.l aam .r.I.n .td .�.v .aor Rana. f4w V tN. II Is ev.a.a M arenas «WMr� �w�Ir�Y y Un Fv.ye m .elR r Is Prua.d Mdl be �T ban p„r,p. irfba tluc ... e`�.a. I' u.e •rW Uw pared Piro n rw tIn rw-a.w v foY. vIw Mdl aso .aLaaL. LI. norm. t ' - 1—D TESTING ru•Ylaim a L —I 4 Ilrar a ra.r:q dlniw aNsn t1n L, Yl:�rtlr�a .ar�Y a �ri.! elmn eY•1a^ Nawbly Y.W. A"I' Barr tljwNr4•rrwat•sY Bowe cInllsyipmeN b tpeafie0 r.y. Nrees by tK m�ta a .wiP.,ad, ad al.a �i.�t✓�.�P�p. �a s• unr�IrED stun .R,Pr.:an v rnC...ay. a t�i.. PUMP STATION DETAIL NTS = No. 770 1¢ W " A RECORD DRAWING L . IIIItfl, wERATNc IRSrrNET T r r.w4.wl. r ^ prewroT 'A. uaw ed �l iiw wW �tl fu L1n apeu'fv. •y'vrwn( Iu.riMd W Nnll K rrrr b s.r.Is iP.•.d OESID, h.ger.n a IS Ipd - I,e2s :IN xDE R.dNu.. r> rw,4lr ra.wLl:w -513 sd Teu D-v s I,foD and Avf ,5o0 Sd`TI2 `bwYtlr (anr) . VO myVMr - 21 rn PEAR ILaN F 1,saD wl - I,— Iel w �Ib. ERNrN Slur T— (IC . IT SD0 !•I - T.bI �Ihr - xol •r MI Lf (Ia . e) . I' -RI' r:w ti Imk < i'-M rat rry4 (ryn Y.e1 abm b m. n) C D1DID satl m a r- loon : a-1 M urbm -ice m ee.-ibtl b en O2b2D. Sind 'z (pr tM dibhaa ob ru,b pa Ma >Ivu M Soma:el described 'n en 02520. Sato miz For ab atop- µin 4:1 (H:V)1sroit M croscdien 111z[,m -0, h xIm 02020. SHOP DRAWINGS: TM canVab atoll 4 crop draw 4. b tM ,cl- F- approwl r- ua ra mpary 1wn Sine m en Wnvd a[�, m b;tuninw. carareW u, precmt wv r'Ygs, ~� fatcM1 basin frbmceav W ardr, m-,Me francs W cF�p yen , light m m, peotafizwres a betas, ell Pm, w vm W crow sEme, oil Ul< bM Trmtr is WI1 ales 1praldim wrvea issad, plent miatl prp,et,l, a,d a-w. g.adtl e,r+rad ohms PERMI75• TM rv,[rab atoll i,aure Uwt ell rl rot. W licmws hove tar, ebtamd ad o11 rey;rtl rtts lave been row prim' lM cwrvnaaenml a wale. Sala• TM rmlralar atoll wbnit P'«b lint -11. far -I- and -tits tM wbbox rtrdsbN b M ue!. TM rorlr¢b WII M ible I- provwkp Ganpa4m tints shot M periwnad d ate a I pr 50 d pipe to traroF P- I;ft, W 1 p- 2,500 aq FL a FiII -m p- lift. OIOII WORK INCLUDED: TNa aectien P- b tM psr-al conVa[ rewirsnv,[a whch mwl M met b Ito Cent/«b W Ua project mmepmw,t oil can Val eW,drM a4dch mwt lee aed;pM b eM em4=tar. MANAGEMENT OF PROJECT 51TE: TM CenUvcb WII ena[ra that a tM N a h w-kkp day, tM job aW atoll M 4R b a cardhien wtiaatary b thre .`t, . All mew W av,aem-Y caawct'wn -I.- W -1. WII M rorovad fran lM job Nb m wale -o-ewes. TM Cmlrab aM1dl M «apan>ible f- proWctiry all abtkV a4uctrwsa era u,-k p:kttl ad- tHa Froj-1 Na pun TM fantrab atoll vex a aru,tItm ob HU_ wch P dr« «a. owe nataw-r W protect both urn plta property. All work• wrrich, dwbp its Prarex - bd-e LM fkal prwptu.r d tM uUwk m mlablisrod b [ro Fpira-'s CstiRr..r- a Car,peum, may Iwo became dproprl fran ory LULU, WII M ranawd W rmlatl a tM CmVab'a <zpsra, Fr bath Id- W moteriaa. C-< WII M .1- en tM put .F tM Ca,V«b b arwre that F,, tY din der rot a<- en privets propatY W µDI m little danme m poIce da,< with, cwr4Vct1en avw+,enb. Prdactbn will M afardtl-It;- W bf TM Cw,tr«raspmw'bla Cady ens-kptrot tM cprrditim a -i= F,l -tit - t Imda is en .1 «Iattl -1- b Ito c-rlrvctim. Thy Canbacb WII M MId reapwa;bla1ir ill dwrropea r'ewlUrp iron a fabrs b <a.ply onµ tro -Ni- a tNa aatim. SURVEY C tNTROL PRA,IDED. Ti- Erp+rar WII -wide UM Ce,trab with fm4sl pobb. Such rardrsl atoll M oat a,a time Y. Tlvmfl-, tM Cmfrocbr atoll M re ,Ible f- psl N 1 Fd front dl n 1 d>IafaMn. SFww ,tl.L work M -I- , CM EN- W ranitllkM1 _t petal, ro ,lvH M reinWraM b tM CarrV¢b. Bench mo-ke will M prwidtl b LM Fpkr-. MEASUREMENT OF QUANTITIES OF wORK• 1.hlma dlvwix -widtl f- b U UM M tMtedetomird by It- EM' lea- ormath --I- I I-— t- tax a mtWll en W r«k esraw4m, urdaNa» oµ-vu;x -vvidd f-, tM t__ d arv,t a ta,mtititt t a ova mmNrtl tM t mlwv 1a ddar..rkre w the bpkar W ranp:tdbm b Haw pi a raava w tM milted a werape eb -w. n ti- tine a q:mUv.. pad f- en en am I N .-.Lew aFe.wlx Prom f-, Ur -w U, M pad f- 1 M wit mWb,arod pal I-, wlwlattl m'vp f Id D1D3D R�D UTILITY B<f-a LM Cadrab r '1 - rock W -cols m open ap«e b LM old - Ill ulµin w woo 1 utili%hp em,min tM vw d a public N -ol' _ in t M'ch en --,,_ ut row M located, tM Can Wl. -orY •dpwf<• b wlkp their wl-frw Mantis 1-1355-3M-17233. Dig- w II Uvn ro Fy al wnpCvssim _11",uds_r dilitim in - -w w thrt they ten marl[l-1,-I- a Uaaa Fa;rtia.. TM utility ranpen;m sro,ld murk lhei 1'r,m witldn Forty eight Musa /run tM tme C'p vein -it- (azcl.dkp sabr:bya, 5,edaw, W legal rolidaw). Sewer W u,alc faili4a. aM.l rot M cImMFM m 'utility urdc Wa 5p«iradien. Fn-amw «wra:a,. «e «en,pt frm. IU reyiranaY. EFf«tiw JasoY I, 1a5S, tM wwda[ay roUriralim a t ml:emd w � berane Vwmm� Stt �Wu A fine fabre bleplv,e Dipwia Mf-e ez im rs mode al0,0 p IrAr4 f MATERIAL SPECIfICATIlJNS• All m:duiols, m.er 'fled dMrw;x, uUlirtl en c atoll M wLl b fro amp 1 a tM Er Lk -d nroll mtt apliwble It- -_ a lM latent wbliNad aPaaf__ ad of-tlads of [M 4rnsaen Sac DIY a T-t- W -1- Vament A-Y a Tr-apprtatien - 'Stadad St for H;pN.ay ab Bride ra�.Wctim' An,rkm Wawiq Sally Ndia,d EI«Vird rile Nabol %wrrbkp Coo All AppUrdok sbW W Lawl Ctlm W Pam,iW fro a-bl deagwUen a cep-.iiiwtien b a(at d tM data a r«eipt a b'da WII AASI4D M,ariran Aamclakn a Elide H.gwHI..L I>ificla.. AA5HT0 M,arkm As.«iallen a Sbla uvy W Traapa OFF<bla ACI Pmsken CaareW FrtiWte AISC Amarlren -I.. a -1 Com_c -- Marian Sa1." a n«hm;wl Engi- ASHRAE A,n S y a Hwtkp, RafKg-vtlrp -d Ai, Coditi N Fpka-a A A-_ -1- d ArcNt«ts ASSE __ Solely a Smit-y FS,_ CEG Canwl[kp Fpha-a Ctxall a -I- EPA G-kwmaKal f?d«Um Ap IEEE FrtiWW a EI«V.w -d Ek Ut ic. I -A E,4 -a NBFU Ndianl Bmrd a faro Utl-u,ritoa N05 N�Ioa�Burw a $bd-ds NI SaiatY a PAEryirrra NEWWA Neu Erylad Wale Works A.a«itian Fl- NaiupI EIwVIwI ftwf«tr-a PCP. Patlad (or,a,t Pawcia[iM SC% SVvct-ol Cby Producb rialto HL lFd awifas' LaUarate�iea PCF Pelldrm Control fad -alien mein-orrrtn atop fiat prods lira. JACKING, DRILLING AND TUNNELING. TM Caxrxb atoll cens4vct tM wakp pia Fv LM min m a ram tM Plmxmt- shall M rea�eartl en acapbbk ode' tM higlvuov m id;cdad en fro P--ukpa kn h a m-av tMt tMr< WII be velrvnml of-to;Nm. 01500 ARC a k,tcrtptLK-rvPt' 'Ib 4affic bra-w.�w de tM portie•o( Ul HqF Y I'vp PROTECTION AND REPAIR OF .,ST.- UTILITIES: Wlrevs w.ve4s, saw irrdiwtsd en Vamw,t ApaaY a Trmw-latim SNdud Dwrirp D-Zp. dram, mwlfales, li- baton feracUam, wet- mans, w w c 11 al-i-, WORK INCLUDED• I«bdtl b tlb _U_ prrtakr b tM fmVab's rnpariWlitY Jak;ry, trill'up a Wmellry epadiena, kalud'rp hablbtim a Ira camp vb cwrir cwduita, teleI - -I., ..lily gam, evrFood Ikea - Wv f«;litir - a -wwlry t�npr-y F-MUs. P,m _ _ _ _ _ _ .. atoll M w-riM vet in card -ere with LM apprwtl ploy, sp«;Fralkm toil TM Cantrab WII roti`Y tM Eryb<r, law w ob Fwt dePvbrwntts m well m rrv,kipd afi<ids a w T2 1,ar,ra b 11-ae a m -t I TM Centrab WII weWt w F tM lord gpvmrm^t b mbbliaM1 a wiWble oltorofa rwW, W sun pa,x, -en W nwnbn witdNY mmktl ab u<II IpFttl delver aipm Ms TM anplavrroM1 - «esenw of o-dr floanen a cn;farmM pd;w dma rot rcUew ti- GeV«far d ary reapa,NW.iIY - Ilvbigtr cedar Wa cw,VeU. 0153 WORK INCLUDED: k,c1Wtl h Ws sac[kn arc [M rawironmW tMl tM CONab mint inset wNl< warkbg within fro Sbte Isgl+uoY right-aF-row. GENERAW TM C Ln atoll Wwre LF Niphupy Pannit> have been abeniwE Pmv,n� Fin wok wllNn a t5bls�'phuay r1aM-a-rmra-It .Naga' adnf-erLMW. Utdi4 Fpkp-, ,t A— a Tr- ,, Vt Isonlali-, V.t. A precar UV UC ^ere will M Mw pr'wr W tM C Ln bag:nbp work. TM Ap V d Tr-sP-emrm'. D.- Truaparbtien Admin;.vd- W/- tlUbtim Eryhe-, tM Cma4vctian r1-,ms, the CmVatda aup-'nfad-d, t ,i LM Fp':wa wigrrd M -jact will M t,It It a Wa rmetbg. Upon rmpldien d ti- a a riot in-UmIt ba bw, with [M aurw wrtU a [ro P'«u- [tin nwctbp. Ti-TM Cenwcb will M 1-1. rmbe tM WphuW rigM-or- b m prod a f FlUan m it win P'far' W dp'ry fro work, ad I. tM aptida4en a the A— a Trenap-ta4en'. Di-t Tr-,sp- U_ Atknkd.trdr. Ten (10) days ua _ roUw Mall M Tomb tM Di- Tn>apa-latim A:LnNalrvtar before -1 work ;. dwa witldn a 5- H.t- right -a -way. A copy a wch l-tl WII M fumialcd W tM I5,,,L r. Fraction b LM A— a Trarpsbtien WII M povnitbd m mr t-o-essea. TM Casxb'a nark aFdl M p-famrd in a«h a mav,r lhd era --f-, appurbvrcaa ob highway wfr will M saawadtl. TM CrvWab WII wsp-d all writ w;Utin t- Stan Hiplwpy ApM1t-a-row dur'ep LM p-(tl from Nwanbs 15th W April ISµ, m1tt. dhrwfx pomitttl b tM Ag-,cY a Tr-wPrtatim. P-;- b cusp -,Hen d wale, tM -- -It rold a coni--ae oth UM Erykmr, -;ct Tr-rparbtlen Admb;Wdar 1 UM MY oracle rw;rtl m , Lt a Ul renf-ac< W11 M ace.,Nifrad i- Nmvnbs 151h, mkx otMnuix pamltttl by tM A- a Trenw-taien. b Wtumhwa pavM Vvwt upya, Nwldaa ad pukka u'w did 1 led- two Al C rarxt WII M resfrad - b a"aPensian a u,-k. Geva�wrfocm W V,wl ways W pork'uq ores Mall 1M rnbtl b a reditian egal trot wNa+ ezistM polcirg raw Mali M m,kdAlml',btl b tM CaiV«b tM__t UM w.pun'1 d warts Pentl. Traffic WII M Tot«Ito d all time. bl' wlbbla b-ricdas, womirlg W tivorce ' aitfr, m raylrM W wa«t Uc pblic d-iq tM wm4vctian p-itl. All cam -1. m-etiva unll be re-Flic 1 m W eprw I a krterfermce wiµ Vafk. At lam'. wa-uwy Vatic WII M mo'v,ta'vW d ill tines. Two-upy oar Wn M manwme d al times when <-ao-a<eim alaa-ae;am r. rot in oprcr. iwmad afire. WII M -widod F- tM ranVal a Vdik whin -uay Vdfic covet M mohWkvd ad d well dlrr times m nrw M r ml-I b tM Dia4ict irvap-fdim Adrn[ti.Vafar f- [M prelactim a tM pudk. tM «Wtkp F-ilium -d made sac-e. Injury b ary wch Falliti- woad by - longer-y fvu4m mceamy f- Ito prop- Midlm-n x tin canna[, ralwmp vet =Lrp Frain tM CmVacl-'. oprrd;ass, WII Ee repdrnd art tM CarrValarb knibd b all tonpor,ry alwVkltY, gMkp. Mo[kp -d umdib[im. [elapFme w.tNn a per;M flat wall Fro[ Place m-rwwdrle brdm m tM uam a-Ylca u'obr• a-`itrY f«iUtlm, aofdY -d first ad fallitim. TM CmV«t- atoll TM Qum-, E1.gLa Um. -d Uc Auth-ity I lei elope ahal M mUfiad prarpLlY d -ra- al wring -Moral f- tenpuvy f«;litim well In adwrs a rand w m W rot -Y darwpc W dd;4m. delta ranstr«Linn. All tofp--Y F«Iliti. shall M adapde f, p-farm tM Fuxtim (- - Urey are btetlM witrwl risk d `1 or propety denupe b my WMavcr LM Erpirac row raryirc, Pipn - dFs-d-Soud aVvcturm iM;vdu tend b - V-clap aM1a11 M gam y auPPp<ad with wooden wPpat. arraaa ezcavdien - Vaah, - b etb mdMds pc<ytabl< b 1M Fgine- RECDN5T-TION OF Ei15TING UTILITIES, In cox it atoll bew,ra racesa-y, kn tM oph;m a CM Sr lea , W moos - rerestrvct 'm ureic make, alacµkal wdat, telgP conduit- mY ravactiwn tMreb - my wpurfaraY afrvcbm, uAvk Will M data b tM CoN'oct-. TM CmVabr atoll be r-P-bw (- ,r idkp ratite W usoe ba-a ;ntcmptkp aavk.. Q,lam Ipacif IlY --I- (- b trek wn1-1, - of the i,VUU- atoll bed tM Cmtr«b'a euPare. LULU atoll tM CenVab alb enY oats crab. elecVk reduit, klaplva cadet - mY -d-Paull cobla, wrduita - awcWraa, wi[Md uaiUm p-mraNm of LM Erpirwr - radil µe Eryk,as i. aotisiitl LIaL admyale uamirp b lM va-s M bop,-widsd. wrbucUm atoll M dove k, arodaae with ti- 'Sawa --wet- Sapoaten -it. F- Gmakps' alaun b, Amp -,des - en LM P.-a WMra w -a W war maim ill M p-alto. h I,-, µea atoll M a mbkn-n xpordim diab,ca a lm (10) F«t, mwwrod M0a tlpa a Pa IF era wool M mai.W'r,M, m datarmlryw by fro Erykaar, tM dmt wiaturbad <en M r -widbp tM uaw maN la xp-aW fr-ah - en en Borth aMIF lorded en w ewe of fro sew- W at m elevdbv x fro M[µn a tM w:ac man lad Mint IS ircroa above tM alp of lM sw:. NORlC OUTSIDE RIGHTS -Of -WAY AND EASEMENTS• TM Genµoac -1 rot, mwitrouI writt• en fouent irwn tM war-, ardc --copy es;µ men` tads, mabiab uwi � ral,al b.mprp, idM 1a i°tlaa�iopf� - eeaen.-,t lira a. A copy a tM PROJECT PROGRESS SCHEDULES• 5NF < +L tM uark W b ire d-i.p iW wvgem, m tM Erq;ner row m4ast, Ua Gnvatpr aFMI wtmit WItM µme �v'ian sops he :,t-d�m� � metMds M p-a W vac h daro Il,e urak oil Within K days ab lro dote a strtkp work, tM CenVab sl, e and whey W [Ile Fpk,es; a (o) a written xhtluk fiakq LM dorm wlYch Mdieiarwl fro dr-uirpa, if mY, will M rwyirM ad; fib) a written x.duk Ficbp [M raapectiw dala> f- tM s1eK ad famplatim a v- gala a work. wch -.1.eroll M wbjwl b rcvfau aril cllape frwnL W 4ma Lkm d-b4 Ua pro -ex a tM work. I«ludad es:µ trig wMAule aro11 tiwI M o brwkdwn a menµly mlimafed renewdien vets and yeas -fait m-Nb. WORK TO CONFORM: d , Ira -rarer W m Ile canpldim, al work atoll fa &1, W 1y W LM Ikw, ill is vb Paden beI ded m tM trw•irpa -given by tM Eryka- vd I M Wilt h a h-pglaY orb"b4:al W worlm, i-I mavr- dar< w dreakp. vb spec tM dirw<ims, given Fran tkn to lima b '.Fla Enpinmr .roll mr watt in a« a Ito rsyForwM1. of Ito traakp. a I N-trcdilwrn: INt P • f- v,kw -dr.a i, uUN a U- Erykr-. PERMITS• It sroll M tM Conlrab'a r<apaaiblitY W abf.in all rad-a, -, r.pi-I a bwl permit. resr-Y F- tM fambsctim a U,a prajat. TM G,Iracb ;a ales raepar+iWe f- mohtankq µewe grinds k, f-w drug tM ""`,ha tM ranVa[ sin f- b kv dt ;1 a[wr b ra ty m M1 tM rentaa d lMx pw+niW W pnrmiW previanlY abbird Fa LM projwt. t SUBSURFACE INFORMATION FROVIDED• Su F- t bfem,aim -widrd i. b M tM t in n,dtip a tad. Sbwr(aa bfwmotien provid m p-t a troy G,Vat IJw..r,enb is rot purmbed b M rapresorwiw -d Wdd<ra era aYaragad W bin tld•tmal b-kps - b Wddip. CQtPAGTION. At tM - wn re,fs-ae, t 11 M reyirtl b orb -lit, in uritkp, b fro Fpira-, (- appr LM method(s) b M utilimd b mat tM cwnpatien rewk-rwK. ccr,takrd tMx T 5pwifiwtjob M j M G,Uat- ill M U, b Ewa •yeciaiaM cwnpactien ; t I,is. m mtltl propalit famPat ma-ia apecifiwly ff- Pajmt. Pines a eayipnex wch m vibrairp p1oW wmpocb., wn s racy-- Kbawy rollra, alwmFmt rolls wobbly wMa.tl rpllm, rvbbr [frail rolkra, a�ta<I wrraltl rdlra W lro like nro11M fmaidersd w:table aryipn-,t f- canpactbn. Such Pi. of emipnent m 1-1- Wrkda, Wlwa-s oil fro ILL- +hill rat M aid-M�- m vnpaUen emien,ent role specifies Y mp-wtl b lro Efpimer i ape rot caxa. SUPERVISORS ON THE JOB SITE: Ti- Cm Vat- Wt1 M respavbla f- anwrkp trot Marc is a S ,Nr ice- -d- W. air«'. -np.w en fro job NW d ill Vk I trot r and-,wy. -1- - m[ tM :a,atr., . Mira aaanpli�Md b lMaPr-n,cenCenVab - SuMenlr'acba tired b tM Pnme _1 SITE RESTORATION. PrecarwI— P-91plr WII M Idt-, b tM rcpraamwive a ill -w b M off«bd ura ccn. , TMsa pl-1 -, Iva w ilittl u canplation a re,awclim xlablisM1 mtkfy t'anP'•-ca witFl ro Idt...It c U foditi 1 All p 11 llll vsal, t rw witch Uwe ham dlMurbed m a rawlt a wi cens4Vctim 1l M Ptltl, fapwilM, .cacao W mulcrcd m p- 5wtim o2520 as W Octabr I. 015fA WORK INCLUDED- Wok bckdM b Ilea wctien paYab> b tM ia1 cm4ola wwcl tM CoNab moat ktNiWb arcl malnb'vr d-sp M lamlh a Ua GnVat. DUST CONTROL• TM t WIL M rmparibie d N. o,,,n opn.e (- -locum trot the dust -wttl r It a rm>tral:m «Uvitim dws rot -rota a wl ror-d. Wlva -d whin daantl n-essay tM Cm4ab will M rgrlrvd t. ua Uwe a Ito cwrwctlen h veil- - cNaide - wuaeptUa roadway with a Pau- bporn m dot wnVol memrm�Dust web b mtraw I- atoll format all nat-lala -d _. -rt veil atoll do all bcidm 1 work U, leap [ha e.wwtan m lit ck- d loots wwt. ppalbas, pads, WCWrn ob Uair Fa MaUwa ra Miry Will. TM - 11 ins rvav,a;bb F- crao tv g tM , Up fa' conical of veal- ob "I asaarr all reapmsiWllty f- tM vd-Y a LM mdM1ad. cM.ev. Na m +roll M a,doMr-r Ii: k, tM opnwn a tM Erpk,e-, odagpte conwl a wily -rot .s.urM. WATERTIGHTNESS: is Ito raspon I ty of tM Cor,lrab bans- I tMt all row torso, Nan W Iw Prrent WII[ -,d- W. conµat f- tM purooac a w+Wb,klp uabr a dfc Naito - 1f- con mid. -e rent U^ arils all a ire c-tli4am f- whet the - ;n1ed4. y m, wMre Imkaps 1+ detan,irad W M acexiw b LM Eryhser, .Fat M wbjwt b wmatrm - roplaana,t b tM Cenfracb d Ns sun xprre. POLLUTION CCN— Dur.ry Ito -Um psitl, tM Canbab atoll «rclx PallufmW wch m ch-niwla, pooh, fuels, Wbricmts, bYcan-a, aedknml, sin dlw ronnfvl win atoll rest M --pied vM - alwpaitk flax - inb ndural - rr,m-mode c�vala lmdip Hoch. A a v,,, le swum oil rspuldiwa a Uro Vamwrt Slate AII-aY t Fp:arip roldip b tM pray -rim ad abawnmt of allutim abl M ronplitl with. PROTECTION OF __ WORK INCLUDED• Work hcludtl reapar:Wlity I. -awl fro P 1, TM wbLic srdl M olactM by tM Caaracf- Fran mY ad all Frmade .1- wiµ LM work. Wm Vcahm, md-ida - atlw Wipmart wiUlin fro wakkp -a W M gu-dtl i All tM ux a vdagraW bar Foos a flaanm MI b-riradea left k, powtrm w-ngM re b 1- ty I;Txed. pa, -al Wblic W all dm+ryca b ---y oc W`I. Fran - war tM w-k «rasbwd w rppUgarae - otMu,ix, au/vp vet a a Far- - Ua l-t a tM Cmtr«Ir b -Lot. pra-a - prep -tit Fran Ford a pan V-ahm, mderiak - Zipnlmt ry d l lime a [ro dal - wrK white � u irk -m. All w-k Mall h rmiwmxe wiµ OSHA raguldior,a, Title 11, -1 192G — -d - icobk VOSHA rrprlaticna. 01570 WORK INCLUDED: Tw. xctbn ;-1- LM metroda tM Central- WII -nplw W makaoin ab prefect -Fc. TM Gamy«b WII -wide mifwrrad Vafk slice - Flaane, m deamM rcma-y b tM Fpheer oil/- gw-...x,w vpacies. TM Cantrab aloft, m cwWYiena war W (ta-nm at awUen m LM vrojmt w btlL ay w111 b -ry mauls ntcf-aawlµ tM mmarnat -[Nf y d,tM Vawlkp Pbik. TM ( nb atoll -vet own ai b tiv-as a place en Ua �air .11 wF-e s b .. hIt-F gram b fFic ob 1 t-..,.a aW Pma'nts Whoa -e «t Ifee. with m esia W, rem. S«F w-nkp a:pn WII M cwawctM W cwttl h acedace wiµ tM bleat MI4en d tM I'1mut m Unit- Trafk Central Oevicm, wbl;alyd b lM Fsd-al Npturor A_t rt4Zc4en TM td 1rafFc li serves 'uad by the (e,ir¢t atoll M pad Fa b tM GM«b. TM rent a miFamtl Vafk pal- will rot M padde1Y Wt atoll ^' IYatl ' LM tin +IaWe h M xr-al if -.,a of mwe�h sthmple a Price LM UY l. Two -LULU offer WII M mak,tn' 1 dMrwix edrv;ztl b E,Erpka-. APPROVAL: Bafra en c-rowcUm cep-aiun o-e a1a4A, tM Cmer¢mr WII wbmit b fro 6gira-tin tr;pli[ate, a dew'led uK tin dewimim a tM emip,mt W rrralFeds M propox+ b ux vd ecwptabla skaWlrea Mauiry dataila a LM recta I U orb -coot Vac[- aka. M itl;eded fill e-written d ,"Linn. I4a wale M11 P,-1 1 tM Can Ue, pW x . row boar moved k, wr`V b ti-0, -, Ito Erpiw- ad Ito I. datrkt Tr-rp-taUm Admbks,tar. Wllm eawva wfram witwn lM jakkp - dWlliry Oia, tM Gontrab WII ux a-b avid lro kna a m. irwn wtaide ti- Ile fro pia .a iniW I pmitiar,� Exwvd'an sroll M rarr'rd d m a tM m.kp pro mlr b iFat start poeaiblc witlrut [ro krw a mat -fats Nhen aMd pike I. aced 1U, fun, lM Irpi,u Mda of UII b-Fp pit, Ito pit" shall M cut of ] fwl Ml,.0 grade W tM ranankq length left red;et-bed fdla.uirp [-np<tim d <maw<tim aar,ti-p_ rode' I .loll M Placed m Ito p, < port;en of ls'ghuw a mY lira enkx wU-itMrob tM Diafrict Treneparw;en Ad+,k,istrot-. �, Mtutilietl ar,IY FwMra art -opted jakkp, tril k,g-�tumef Ikp mellltla ialy dh-w;x prove i-p.aatiw. Whore wch mdhade fill -grew W M mpractiral, tM CrV¢b, vetµ h written cep -owl a [Oi ErpFa-, atoll obtain -I apprapride mtlifiwtim d fro HyI P-rr,it Fan Ito d1Vkt Tra,ap-titian Pdrn;niavat- pW- b Ua utlliw<bn a wen vet mstrpda. F4f- b approval a aaM1 katorce, .ridenw vent M reylrod tlpt ro -aural de -.alive W ppm wrap -tiara. E%CAVATIW, BACKFILL AND SURFACE RESTORATION: nmknan dvrwakm a ez white LM NanuoY rightoaf-way WII cm_ , par -a W -1. V sM1aun, en L.nnmt Ag-cY a Tr-rnparb oen Strad-d Drawbp D-W. ns+ <vwt'+p t.,h portal =-1 raryrab pow ., aziaUrp ,infprc'cp WII IN, vet n LM cantor a -1, W ran LY bent vet a tM row a evcwatim t ltiara. Immd lit Fall-uirp bawlaien a LM wisp ad/- pipe, tM -1, +toll M bakFillad with approved m .L In G' IW-a W fro 114 Pl a Ilea. Eah loco- aFdl M potted b rot law Itm 9 Z of the m-tkrwm by doaitY m it Is ILL-!. Sub -time a Pavel - -veto rock atoll M pl� en tM prapsly cwnp` t ` wbgrtla h G' wnpattl lay- W ahal M . mW;m-n depth of m• - m air<ctee b tM Epka-. E«h _ WII M 0 --w, -d _N.y can _. At 1<mt a tang-.y %w tt .till M prwid l with 3G Ivurs d tM Il a bockfillip W pin- b wakotl al U, dill le lric. wh-e m open vet roe been n,oda lh-apF a roaduroy aubj«t rNcul- 4afk. TM tang--y wvvr,-,l atoll faneiat a d lent kah a µ-aptly fenpatM bitum'vpn wcreb. Tsnp-W pwm,mta WII M propalit mebtaintl W atoll M replatl ' h perm -rent 1� t Friar b mr,pldim a fro prajat - wepmsbn a work Fir _UI atoll M rq+latl T-it- tareYrcW Iravip a mhknan tNWaae e t W LM Udckr,e>a a LM pdatkp pro -Mint, Wt tin ro fax la.a 4m b' ck. TM t surfaw atoll M Maptl b rnooth.Y match tlj1 pavaccent M m (strvclurol 4a) M,all M mvbIt between islkp a+d rw. rob- - w rrtealt. Rainfoak,p WII M paced with a mi I_I tt cMo iK l I _l a 2'. Coo M stall M tFeraphlY f pwlMr swck df b tM d ki - ad u,rM f- xva, rraF�a vent mpiat.ad cad cep- - Wrlw wr-:p Mfore Ming wbi«ba b pvwcw,t. Halt M r,I- with 3' a Wtvnbw+ t -I- wnvate - tha Weber of aeistkp ae.en:aw pw-,w,t, whiclav- is lea., b avd-,ce with V-ev,ent Aaa'<v a Trmsp-[alien SW I da.'up D-20. Sidewalk W curM WII M rm1«.tl b 4kd - b ace-daae wiµ dewla aroun en lro pla,+. Ezislkp granite curbs may M advmed W react. eaV Pena wv< bf WII M re-mitllisM1tl r acrwdmca with Sedan l5 Vamurt ,p a TrenaFwtvUen Ste,dp-d SPaafic,t l m Hiplppy A B-idpa C. Tlv kn, b CM -1 llcuen of tM Die i Tra,aputatim Adrnida4a-. TM CenVat- .hill M rmpanNWe f- tM L-f oM grade d tM p Di w t T f- w Ye- falaukp tM cerpldim a LM wok, - w +pxiFi Uro Ditl b fafricrmap-eotim Adnbiatfal-. O ,12 Er'IBP+IKMENTS NOR, INCLUDED• Embtrsanmts W censwcaM, m sroan LM Ca,V«[ Q-au'rpa, b tM Cent/«taw m«aced wrvN+ «<avatad maerial v w� npprrrvM m.tca abta'errd elswuhre. SURFACE PREPARATION: Whim I--nbmkmmt b M rmewcttl M lens Ulm 5 M vroartl b <lerbg al v +hat M IEubbtl b r-rore alw.i.,mpe, Dada, 'aarr,>vm< WrF, daW-i. a• dh- am �J«4aabmmd-lets Who era a.do-dpnmb -e z F«e pd ma u a M. l M wtiiry dud m linens- m«base of tMtatunp. TM -w WII rot gobbed, Wt abject)-winkiaxaroll M rmnavtl. All masbl--ttiry Fran cle-iry W pubbip WII M mtiafabily d;apoxd a ;n o m-var engraved by Ep 1 w r-pl;- with I-L wdkv,ce. Whin anbmk:mvN -< b b bm.de en 1wll.idc, It- .I- M anbm a tM -igkwl wtl m w 'ch t. >< M <aswc- W.l -.4. ob -cep-IY m µ< fill is ranatrvcttl kr orcodxe with fro plain - m d;rwttl w tM Eryia- w [rot tiv-a< maYa.,ent a tM alar=a ems ,tat <t<ar. MATERIALS CONTR0.• TM ezcawttl yak, ledge, bwldss sti abra «cep'. wMre Uri- b LM re -1- a dlv 1-dFo,u;x di-L-1, slvli W uae4 kn Uri- tM avrt d tM t rp.ironorta ud, pvv Y, atoll M plactl w m b fain lM box a m m�ibenbrwrl. Froren m,tcwl sroll rot M uxd b fro canwctim a-nbenbnenls, roc Pall µa -nba,bnmta - wrceeaiw tweet oa tM anti-M-,I 't alas en %acorn-.t d ,.staid her U_yak WII sbp wM1m fro walaroIF p M lamp-atui Mbw 32'f, Pro tM obtainip a tM wktl renpaUm. IF Ne mobia I. wcapla . it shall dacf W rarvtl f-f- use wl.m its -t- I. wrepf�le b tM Eryira- f- vac in wnba4anenb. EIIBN4KMENTS OVER UNSTABLE SOILS- Whin anbenhna,t is W M c-rVu W vow wren,p, m X « rem d table gals, tM itabk mutsbl ahal W A.- rMhada wch m a4 Idly Fcbr�ic in place dpewvs�ttnmmtardi�bockflll may M u4'IitM enlY ab apprwal d Bone b tM Erylras. < ndeia Fran en eM Proi«t Mwl M Yxe W M edene owilmk -.a wMn rot ,aalanle aMl M wfai,.ae Fam dray aoar<aa Whin pAro-iwd in writlrp w LM Frgroer. MET4OD OF CONSTRUCTION• f1vL-ial bare Flood ;n embtrdm,a t. sFial M Nl 1 b I,or;mnw t i. i a uafam tNrdmasa arax tdt fat t- a Ito anti-krrwM1: except whin it is inprxtic.l b cwrw5 Full wroth a Ito -rbmkmml, prtwl width Ivyrs row M w rorlrtl w fro 6pia-. Stumps. trees: rvbbiaF W DIM iWbk mowia atoll rat M plo<ed pT snb:rGn-1 tint m de--t m tM ea - m -darol by tM 6pkre-. TM IOY-a a1W1 byin d tM daapaT a [ro Fill. 6nbWvrv,b atoll M Pltatl ad rvnp¢4d m h Sectlen 022G5 a Uax SFaeifiwtiorr u.kp G fah lifts b obtan 95i nlmanWn dry' doriLY b tM ASASHTO T9q [Stmded Prab) a Ua ASTn IXm tint. Fkld daritY batkq atoll M duo ranfarm with- LM Soil Care T AST- df3aG - lM b N«k- flatlad ilea-ibtl ASTD292 - AA5HTO TZiS. EFT-1.spread'np mylpmmt al,oll M u> k teach ley- b oblate mifam Wcbaw rtr b rm,pactim. Eat byr WII M kept pNr,crad b ala0 waft W lM wts;tle ado a ambmkn,mt c-rtklupw toyer .left bbc�cvlii'IarmMlY w�mPatad W at Im�i Lt.r<ryird T. ndmaity b use a rwnpatim amipmaR reri+t:p ai roll-s, as a carnbirlaUm l m dMrIpmadO WF.-Ily mIaM f- uW,w'1. 1-�yc-rgatim <gipnmt. All Fill -W .roll M cunpzlad d a mast-e tinted dot -mind b tM ENh W M witable Fir adak.hp µe req•irtl -1y. L l ro tine, aM1 tM h tLo urdr U M m-e tr,m 3 prcent t6evL tM omimum ncontan -d WII M Iw thin Mt ry-tytour M -rlWmk W IN w -nlnbl< durum wn Um. Spapkcas, abvbp r dlrr displarammt wrdar Movy - iprnmt WN be cwn;dred Prim, F-W ww-aa Fir m -qi,e-tag dewvnn a tale a stebilitY 1u,dr tors r.yben,ent vb IatMr w� tM moisWra ::intent ao LM mot-iol n Ua 1 oily reaw<tim ex -vwnt ,acasll y by F w[la di p«tim by mxbkwl iron metroda, u,a4- Wll M o1,, by pr I dkvi it- I o gprowd ff ly may des M added b azwvatlen -borrow pin. TM WII MwiMfennly vb bvediPwpnreNtYlaW p-attl bin tM sal by d;x, r,orrowirp, bladirp - by At- T.. mw,iwldim m omittM F- veils ob tl�e mNst-< canto, a tM m,t-f;a w a 3 parent above tM op -a raertent, try mat -id WitII be µ-eg ;nee q, b rota tM uatt k i, d a WII M amdad U dekhp, WY- ., 61tlkp, ro[-y " 1- - ells apPraysd meUrda; - cunpoctien a tM lay- d veil and y WN ba daFamM until LM bys hen tr;tl W LM rw;rtl maawre ferlent b avmoratim. PIPELINES IN -d MckFll b-Fmrmt Nm ban cprpktM W a hNgM a 5 1-1 above tM --tn d tM pipe. TM Na Wll M lad, -vPr1Y bedded W b-xFilltl b tM tap a fro Vaah acvwtim. U. a UM anbaM,ent 1thin rmlkar<-rardirp U, 1Na Embadm,ent mac;a -(j- b p nos WII meet tM rayiremmLa f- bakfiN. F0 vavrr,errt f- -1- b¢kf;U will 1;M wtM-i[tl F- bakfilt "U s Lh mcavated b anti-bean<a. LAVER• Emb dfia WII M ba ob +adtl b eusd-as with 5«tim 02520 a'.Mae apeafiratic.s mlaa> wecIfiM otbwix en tM p1 11 In anbenkma,t wM1se -arm canWl pimtirya a< b M made, Ito rw WII Mgraded - bamad b provide -ins-traklage ad LopsalM PI- to lro plwdkp. OI113 WORK INCWDED: Ti- FolWukp xctien d-l- LM wok W M dine b tM ipNfat- h nakkp p,rkkp - rood mcavdbr. GENERAL: PW- W CM bepinthg a mrarotian, VaddF,g end-nbmknrmt m-a[im> h aM -m, ill rawm-y c1a-hg W prvM;ry in flat -m -It hove tom wmrPlattl. SLOPES. All aloaa b art W arbWanent .ectbm, a Whm W wet-wwa, wMther old w aearptr,rcbd, Wll M w,F«Wrily d-I veil ck-M of oMwctiwa -d Iftrb li n,vd ad V li i I Ezcwd l oral[ M node n r.mapt sox w,fby t- with [M lima, gadaa -tl rayir-nmW kdlraWd W fro Gar¢'. -tad-M by Lta Engines. CONSTRUCT TONtray : Durbp Ire renVvc[bn tM rotlwow ad kiry WII M manLarW x - ay .111 M trefoil :rt pIt I- Where wFr la man il, wre WII M so tl W keep LM p-YI L spa, W Va k 1n a + VLLf.,a redYl Fi OVAL OF -ATERIAL• Alt -I. mabbl rernac 1 rrwn aawaa4'm Wll M ufed in tM fwmv[ien a enrbenbno,W m M;wl d m tM N-rs - m d;rectal by ua E,pi.a-. rM coop - veinal wpe-ia .awwWe a,rirp wmv,rtum a Ito rotl�orld p-wry will M uwd W LM atent pexible b mifmnlY flatter alopm� depaNWd h h plaea whM r M-a-row m may M idkaWd en pion d;rwtd b M O nr-LErynes Na a a M vba - veinal ma al M r d Fran tM - lax p-miUsd by lM Q-r- - S,,i . MY mokr rat ustl h tM lrgM-a �ww• - W fiaten stamen steal M ustl b fill p,lliu - MM1- tau within tM -ojwt lad. m air- by Ut, Q.e,- - Emkas. All alto -wa flat IIth IN.w uaau 1 al,al M PadM b drake, tomaltl, attded W mulclad n accord-,c¢ witM1 tM bdxapkq specdicaVap. TM Cal WII M r parible fir tM -lity d all rmalrvctM wnbudans,b ad WII replace d Isis sun _pace mY maniac which hove bores &'laced W whim -e rest dVlWtabk b the -1,moo-rw< a µe rot -al Parrd open witch [M anba,b,w,t 1. made - b m Act of Gtl. BORROW MATERIAL: tbited , CM Eryira-, bayou mptcia atoll cal M piatl it ;taW< mdc;a roe been mcawV4 end pl I in tM anbatlpnmb, except wFen Sad B-rau -Gavel- B,i a i+ wI1M f- en LM plan -whin Gr-pl- Borrow ;a royirad w M EryM i- use und- anb„Imw,ts - aaM wieh mderia iron rpm -, Sena n n,altip -nl+-rkrew,ea. Wlarcver -I- - _,,t r«k ¢a erantsed in arcmntims f« Ft,-v wch bwld-a - .tlm yak atoll 1- raroved U, a deg. a Biz 'u,chr_+ Ml. ILL aM apace awPitl w µ-n sroll M refilled b wade with tM wwif L Wd ,i md-bl. Tr is "I M cep & at Bah'.Was W b arch mle+t en.y a M p-mkftl try tM Eryka-. ALL tr;vewoya, Firma -oath, sad, aFrvM, V -ti m ah- wrfae tnde-bl ar(atd by fro wale atoll M c-cf.Lly tdmt w ad atoll be used f ( anbv+bnmta,�-fitlll aM fill. Side aL p, d «ravptiwn atoll be prmwhen tM vpe a r ,r mdri,l ezwv.[tl "I MaFbl h�a ,t alidm - czravo[ion r 41W a I[ ( ti err -ns aFdl M doe b tM CmV'acb d Wa pen azpvx. t of bMd'rp ma4rw sroll rn M dwa mUl tM� aM a been t -hly eaaa<eroe ad tIa �.•eralarl ie r ..awl pipe - ranaaipa d LENGTH OF TRENCH ALLOWED TO BE OPEN: Lcgth a Vexh - I.- d<fer...ntl b CM El li it err. TM WW1 n,rvirp Implh a dt work b inch s«Uen H,dl M leapt m start m K p-xtkd. tally tMt lopµ d VaaF which rm M I-- bymesa a w__.,fmcea, veil tM like Brat' M allwad W canon ow qw. Lhlw a ifiwly permitted by tM ENt -, all Vmcl, axaw 1- aldl M -(it- pricy b work Wt-dw.n fa eat u,.atad. -ISCELLANEOUS EARTH ENCAVAT1014: Wlnrw- -1. try tM Eryia-, tM Cmlracb aroll do Mh -I- ad I -WHIN h addtkn W lro «ravdian W borkFillip naaded b cwawct tM wink ragnrtl b fro Cenvw ni-ellaawa Both «cvcstien W b,rltfill:p row M rayirtl b tM Eryi.er fa tsar pal -far dMr-F-assen t M r,<rve-Y b do acne a the uaWr fry Ivd. Euravabn r- da+pmfi,g - row vv a pa.vvvrl trai,oge dit- atoll M kcludtl in IN. Yon. T-nw.vy - pa,rw,ad rcla,tien a aVs-na atoll rot M conic-tl ad- m;wnmewa e-en mwwtkn. EARTH IXCAVATION BE- GRADE. Wlvaw, in the opinion d ti- E-k , a w- Pads tic a pipe - --I-e plea demM1 a b ,, maWrial is v,witabW f- feud I-, It WII sit- M er , b wch -it- depµa m drwlad try U t Frgk,as W thin rcfilltl with fruaFM step, M Errgk,a- nay drat trot a Fill- tam dafbM b S«U wM, .1 kn wu d d 1ucavatim. f f;ltc (drrk is aUliad, it WII be -r- ud tM 1 brpupM b Ovde Ilea f- pa Vacrea m town m tM COrarat UNAUTHORIZED E%CAVAT.Q4• If tM bdtam i,F my ezcavatien Fin been ra,wed Mlau ,,a tl a en Ur Cm Vat Dr-u;rpa, - trot Frexrbtl by tM 5,,, s, it sFNI MWbr K W (infractor'. ezpcme by refiu;np unth well wnpa beddkp mdati,l. mcowtion toil iraludp, WC fa rot limited b <v-M, aw<walka, t pint, cIW, silt, veil, male, bawl, hatlpm, loox sro.e, lame +Wee in uae�, aW bwldoa mwuraq am thin or,e aubk y-d b whine. M2 W K INCLUDED, wok a IN. swoon p-tdro b tM bakfill rcylrarrenta ab daMtiam a moterk.a uVl i, bakfitt ap-.Li- witµ Ua CenV«b must ranplY with. GENERAL: Eat awcWra - prrtien a Pink- WII b. iropwbd W appr,a.d f- Mtl'+p W MckFill bsfaro It i> cwartl. Approve, F- baddirp veil bpckrill will rot reatiWb fna eruptace a LM swcte'a - 1IPaina. A- pal fa<d b ba art a lire deformed - denamd atoll M rc-lad a reel soil widaut addlliwnl ranpvraUen. N, W-F;Niry WII M dlpatl wuntl mmrolm - d1,r maswry 4vcturn It canrrrta - maaarry Ira vet wrfk -Y, m dstermk,M by Ito Fpkwr. All mceaa fill -1 M raravad Fran Ua For I- Nb ti, GnVab, mMr dir«b0 othawir b LM 11 , i di.pasad d b m s. ad krg mY Trews.-Y�Povnita Iaaeax�wUlaF- L - b - dispoaoll d tM Mb. Ha a<ca» fill envy ba stakpiltl lt tM re,a4vctim Nb. PIPE BEDDING: I., -L, WII M - mot-bl h [M 1-1, dirwtlY .j t W Ito l la. F- NI plmtic pk iq used F- -witY wuar�aalarrrrhBran, wa-mY n - f-w man i WII «Lod Fran M wtt-n LM a , G' balpu M a lM pipe, a ' t v abate LM swn a uM pipe ad atoll vendor of avalad stag, sad - Pawl- pawl- kp m dcwltl b lM COIVat Q'aubm. f- ductik frm MY -from main erd F- rebforctl ra«rab - mpidt coded canvpat-1 -new sbnr dram Ua bddinp WII aztanA Fran tM a Ua V-aF, 4' Mbu tM knot d tM vip<b tM a-;ry lie a eM pa ad Wu wmid a po>hed atone. >aw - pr-art- Pill xddkp m a<wlm :I ua Cm Vat Orpuipa. TM P;a beddng atoll Icon__ b tM mbirwn density dIM en tM pan h -der b -wide wlfum w w t v-o-wd fro pa. Spwifc hfanalb, relative b tM pa b Idkp W M "LlizM m tor. p j«t WII M fw,d m tM L a t Q,a _ W :a,ds UM s«Uwr rw-irp speaFic types a pipe rrotrMr., SwUms 02520, OZa55, 025%, W 025G0 m cep-o-bur. %PE BACKF %a w-Fill f- Wa FYaj«t WII bc.tde all mdewl platl dove lM pa baddhg b udt- 4' a fini- P -broad orb l sM1wr m tM Ce,Vat d-pwkpe f- Nina urdr raada ab sM1dl M xl«tad cwnpvctabla sal material fray, fro eawvdbn. ;ale used f- bakFi11 Wl1 M abject W LM hepatien W amp -veal d W Erpkv-. If in tM aµnian a tM Ito aamvdsd mat-1bl is unwllabla f- -Fill, di- LM CmV«tar atilt diapva tM m,tcid aM wbstiWb tp-oEv sad, Pavel - dlt- mart-ial h tM -nwnb ad prep- 1I sp«IFitl by tM Fpims. Fr«en mat . WII rot M platl k. b«kFiils -d bakFlls WII rot M pia en ,r and-;ol, Fib ataws h «re» of S' d ii-k atoll M p1acM 1, 2 tact a ti- . Lops sloe row Mused in fro bakfill p•widtl co-, k p LMC a[uaa des rot b-era rm Ftl oil trot all voila MWUaen ataaa am renplFilt FILM es;µ f'+re mac 1 TM sin W Utim a a1Pra uoed b barkfil. will M wbjat b w-ovvl b LM EryWxr. M MCICFII atoll M trappM Frwn a M;pht of mare thin 3 Fort Fran tM top d lM Tro bakfill atoll ceniat a Wa aep t rasa. TM First [ace atoll entail fran µe to aF tM btldiry wrobbl to . MqN. a 24' data tM -pa, of LM 0a Sala'. mcwas4 aeferial with It- ro 1-pis trot 3' d__ oral M p1«ed In eta ad car __ b a -it, d Pii a Ito minimum drl' dw4" usip tM Stall-G Pr«b Tmt, acc'rdbp b AST-1 OIL— - AASNTO lr1 (1- vsaim). TM matcbk atoll M pl d f Ntly w m rot la distort the pipe a mrr it b braalt -mesa vr. TM aacaW rww WII oxtail Fran IIYa top iF tM fimt t-tI b withkr 4' a FilsMd pode s b road wbF a fbtari,l k, hi. ma WII M -t a.cavata 1 m t, aced:, G' hits W --wb a density a mx a makwn o-Y d L, wig U,e Stad-A F-W Tmt, acar fk b ASTM DG9D - AA5NTQ T99 (1-tit vsabn). Satabia fora;_ veil cm M bockFilkd F Wes ma aM wmpaltl uNry knO,R Iva egripv,ent, prwrotk loop -a, a,pka - xv-PraPaI1M, ara.Pafod wide Traci In a olrc witable eq:prnmt, prw;dhp tM 955 wnp«tim reryirayw,t n end. h cdaNenl<x wile, Wtralwy Nabs . wnfkad -w W vibrvlary rdlera b urco,fir,tl -w c- M uUlittl, Pro Ito spwiritl dgra a ' end. Graal- whea;wew a,a-;o1 mw.�in.en was. a,d win mcrova a tM Erp:.ear, M ewnp«ted uanp ware jettirp ,rtrr,-am rya rbrofws wiµ fletlkp ad pediry. TM en4 U-1, Ovidµ WII M m;Fa Ly canrpacttl -d brapra b grade. TM r-nvinb,g 4' a Vach between the lap a tM 1-fill ad tM for. -w b M s.adtl - aeddW, W11 M backfilltl witM1 '.email, rmp«.Wd W f""uG. sPwiradi if MU wiµ Salim 021120, Fkal Grtl Topxilip tad SeMirp of LMx aa. If fro -m k W M pwtl, ammo x-a moat M rmawcttl h «wra-ere wiµ swtia.a adG+a -d ozGro - ozcsi. HELD DENSITY TESTING• Lhler +paifitl elmulvr, LM Cenvab WII id fkld -ty WaW W vanfY [rot tM ranpation reryiranlmW a this .a twee hem end. Male+al Foviry a Padallen with mare Um 3 1C r'e ,1 m tM 3/4' will p 11y M cenNdad w ce-+e f- w f«L dacity taatkp ad Uwa-a WII M rwl ed with (kw mat-ial ad rwaniraWd Mf-e rdsatkp. Mditiwal fMw test racass-y, Lern,ae a fei.-a of tM ikst tqt b c-nply I. Vt d y r.miram-,W, W11 M pravidM b [M CanVal- d ro ,ddiUaal rant b fro Qa,ar. TM rMd daritY 4t-rt,i,otien wall Mmade h ac-dace wiµ ASTMD n (A a TmLkp F- DanYY d Sal h-Plow b tM Sad Ga ST Md, Asrn DI55G (.usHro rwl) - a«rp Nwle- rtaelaa. h a<-ea,t. wYn Asrn MSHTO T23D, MATERIAL SPECIFICATIONS: TNa +ecUi Ill— b ti- apwifiwlkrr whim [M CenVaf- must -ty with rap-dkp tM g IlitY ad type aF mdcial W M Wd r- Fill, -Fill -d anbw,bn:.Y op -iliac. GRANULAR %PE BEDDING AND BACKFILL• W e ra - k made b two eilhv m lM plea - willin µese sp<afkdlas, it WII m 1 -,etl mdpia frm from OebriIt a rmm. bract, r rwata4en, =Z, - 1 " 'b objatkrroble and -;al. I sMll meet tM grtlatien raquirmwnts Fa ravl- bakfill ddWW m follau>: Prcentape by Na;pht SCGr-e mM1 Siw<s a. 4 SOi - IOOIt IODi D _ ei GRAVEL SDI- Wlr ref -one is t mtla b his ends; I other en U`'I- a wi4rr tM waifiratima, it atoll m a m Itltraaw,ably fray f-, sit time t �' m -F.F Pa `iF t^ .MO akw. It WII beI;fwmlY -tlM ob tM 1-grn aba II cad G' aN dknw;wl. SAND: Sod atoll rmatst a c1., hod durable graim,-dfwmll�gpdM cyan b firs oil WU M f- cram inI__ o.wnrA a alit, cIW, -genic milts- all,- Mrnful wMwam. .t -11 mad Lire Paddian reyMpnarb f- ord xfiroe m Falpp.: Parcrn ape b wagM oox No... 4 90x - OOi Na. O GOI - 9011 Na. 40 20i - 40i Na. 200 Oi - Zx CRUSHED STONE• Ir t, sba - We t, -avel, -dF y Wr Fran 3/4' b 1/0 ad a mtisF.Wy W litY atilt tin rumiaMd b replme inw•table moterml wvabd Mlaa protle, W bed peer b repl,ud urrwthorimd m<wotkn, ad b M used alaeulw< m aiwn en tM CenVact prouirya - w rarykM b tM EMT^a-. It WII M clam, lrortl, d-mk W fro from dint, Nan, W a argent W WII M well cwnpatM h place. STONE FILL• TM Cantrabr ahpll 11- apaaf. -ape diU:ie Falow'vp «cava i- µ -rilla-d-ad by tamenoNy .1. rm(ormity with the dkrw,aiae al,oun m fro Plm St -a fill may .1w M u i, h ataW6- ,F orb-d,nmt, W WII M pl ed raaav, U m clean m the Purr h a moor trot will rmr,lt k, a MtyUwall graded wrfae. Coe WII M Idm h tr,e pI«iry b wad diwlabp tM ud-lykp maenal. TM atwas shill M w Placed ad d.ViWbd tMt true will M ro arwnurla:am a -Ur tM 1-p- - -Mill- -tr a ataro. Res-rupannt d U- alma rill by bd Id- - meclv+iwl ayipvwd mW be r-yMM b abtdn tM cep«ifkd rewlb. alb, .ba fill ad Flb bl-deer -e W �tp1PCN m � a��-nb-ianerl[, µe pdaua nabriaa WII M pacee 1 h hen a tic -nb-Jrmlt mlew o[lau,ix Hayford by ehe Dpk+ar. WMrs +tar FILL wtl Fills b1- 1 .a W M 0- a,ds veil-, mdhoda WII M uwd trot lull) mi,innx aePapotien W baure trot LM reyirtl µickr,ar of p-otec4w mdoial will M abtak,ed. F- Fill am aver atoll M apprwtl lard Wrwtl ra Ti- stir still M -yl- i5tn alvpe -d - ba o inn t dknmslen 1 lean I/3 aF ILL 1-t dirrenrm. TM stoma fill +1,pt1 M revs- y it Q-1 Fain fro ar„a rot b Ua mr«inan px aura spaclfiad w m W iwm a cwnp«t rtwr wnm b pl«a. a) Type 1. TM Iapcat dima,.ien a Ua area WII v�Y cram fah W t2 ir,cl,m W a lemt ru0 pervert of lM wlume a W +Imo h p ea +boll Iwo o Iwt dbarrim a 4 1-.. b) Type 2• TM kat_h:fs.t 1 5M dw0 mang-ews2MWoe 3aG Iwt c) Type 3: TM 1-peat dinar;a, d tM l- ahal t� y Fran 3 k LM b 40 iaM ad d Iwt 50 percent a Ito Ia tM llin place atoll I -I a Iwt dhrmaien d IG i«Ma. d) Type 4: TM loped dimnai-, a [M staa ahal Yry Free 5 'v,cM Ui GO ialm pd a Imst w per- a tM w a ti- +Lane ;n pl-s +MIL More p lest dWw-im a 20 fate.. RIPRAP: Ti- G LV shill Fmkh -d IF(- ri-m b reavvbly clox reAwmity b Ua dimmiaa, elerdiarro W a tM 1adi.r Niwbd m Ito pas h pc ,Id wiµ tlma aacifiwtiena - m -derail by tM Eng;na-. TM stagy b M praWclad WII M -DIM -d Wad b fro lira+ ktlifaCM en tM pbN -milk«tM by ti- Erpia- -ii if in a rill -m sroll M r L-I m pa Ws .U_ All slopes atoll M mointar,M ad prat«td W [M ,ml lives kdicated en lro pit - W tM PI«fry a riwm. Soma f- rl-.p WII M appra+ed, l-,,h, enMun O•-rY aNa, m ra-IY r«lepulr m w-Uwl. TM +tea. +MIL M boil, wad, raMawd W [M aU- of uatar sin wrMlv'rp ob w;labla b avoy rmpat fa M prpax bladed. TM irdividuol steno. +MIL raves a depth a Ll W 1M Utickraaa afro rwrx of IWW Fit— I OM r m, famPlaW Fi1inn at a Mena flat home m aI—-I -rr f B ulM1 Fmt, inter Iranulx noted, ai TM voila wi- ti- Mama atoll M ararad with em,ll- atwaa b -Mow v ra Ly -na th W a F-m wrfas. Rip rpm 11 p-ardty M Ft- Fran m elavrUm 1' M1au M river bdµn alevatien b tM elevaien -Might apaifitl en tM I;mVat praukpe. 021W WORK INCLUDED•rM Fo,Vab >roll des . PubWry W aV er-y b pamitm,s4vctim d tM uprk witNwn 11- lk a LM-op-'ty - =21 marnmb kdicottl in LM trewkpa. WORK INCLUDED: TM -- - a1v it ezfawte b normal degµ in myth (- CLEARING AND GRUBBING: TM CmV«b atoll tl all raceaa-y unrk a cicakp 1 Mall dil,p a all mat -ice, kclW'rp L a -I brvaF m row M aggro d by tur'a'a atl I--, -FILL - azcadkns ad ltr- -d lapmil m mcesaay, ahwv, m tM Cenbxt pu„'cpa a m di-I-1 by LM Fp;m-. lro Er,ginmr. Diapowl WII _oy wiµ tool -difaraes. ALL rw clarad sroll M a GENERAL: TM trachea W - ezwvdkm -It M a( -1f; d wbth ad depth .It Clem vb-e.mbble. Except withh aural Ivan VaaM, ma.rol rind aidewalb W M Wilt, wh-a Vas mint M r-.roved. m w wYF way+ err 'm d all petits W vI.- all p as W be laid, juts b M rwmad atrvcWrm , W M Wilt M t tharwrph kmmlike tarots our tour �4J ; hen Chin, 11 M rvno rE wa alhvwix rcmirtl wtl bye 6pk+e-n el 'vp WII Ito dwa b a m-va trot vaent iht mpu+tovert wna4vcrn -d .Ulm, f- atmt L ah-"rp. rp and droir- r-nw I« anuitdle m al TraaM1m vd a ens WII M d °Ma�idr atst....... `a OF Vp a-wih �n Inn oe w�,awe ma -race. Cw,Va s ran al m witlrv, I+-mwrmt riphtaoar way LFa, LM wWid� d:.,-a;-a a tM a oar raw lea M b lend LM 'm .`�,•CEr.^••..;�'� f�P F{ P A4 STRIPPING TOPSOIL: In pe-rrvl, wMrs wn4vctien is rot b ratlw,ya, it rtl it ;ualc cwsM wh topsoil. Ares must rot va.ama- un� w m m,tue'iol r a,rrmx b Itkp Fir bwhrill. Botwnsl of Fin sd dhr a<wva[ara .roll M retied va> W alga. rliaa b tM P,p. Bottoms a vmcraa (- Na atoll : Z : a ycQ4r 'r'It. 4 't:' )Ic ad wbl;c rghta-a-uwy, - v 4a,Qlwp ad Pla Iwkp operaVen - cmNwetien a swefurm i+ tartgiettl, inter M W lapwil M reriM b w k,c a depth r Pmµ- thin Pode a palk,e, rc(i Dr k grade i ypMpd in tM apecifitl baddkpsmetMd m detaiitl m tM GeV«[ Ito fi Fib No. 7201 YY hai ranwed rm -ceded, -widrd onµ oil aeedtl m +pwiFiW i, Salim 02020. Gro:nd a-ras WN M brL b a cwdieim egal W tMt ;.1 M It -mitred in Place a open ve+cF cwaV Sc U col apaw ficallt yl ;rm w eRi Efp"var - reyiM m aril- Sectim Ois75, w, bin OJ=; wNCF ezialtl MF-a canswc4m. pecirM Riph4-a-Nay. Ezcovatiar tljaeK W err :a,d-Prod stra ' t ri<S/ fit+ as` sl,d1 M � b Wad m Lae fourrdatia,s a a4y<btt arou�p M dkt-Mil. y OfVAI hwnaaaa`a RECORD DRAWING C 1 { 02520 k112RK INCLUDED: Haman tMa ,«tsprlus b tti MtdlAim IF tl�.lwn, IMa, rambles, h boJrs, w appurlmvcm. 1 be m an Bran N rotor m the Lmv¢t Orouk,s. a m diracbd by tb Frq:wr. TTPE3 OF RPE. Tne type of pip wldch mry be used Fr (HOPE) stwn, dran Ik,u is 5meah 4Rria 1 Anulr fatrir Cxwsmm Hi,fh Density PolyaMles Rp r m opprevm ayal. ti IraNale u.v r sim taker W stet/, p Y t be approvve ry the Erq'rra pr's Ule aW brim a mY Pm. 5n00}H INTERIOR ANO ANNULAR CORRUGATED NIGH DENSITY POLYETHYLENE RPE: TNs m«ifkAim dcvribu 4- b :q-kcM1 (100 b 1500 mm) Smean Ntrior W Am,ta Esvrir Cwn.svlm High Density Palwthyles (HOPE) Pipe IMW a Slt Tpht W Leak Rmialmt Jenl fa use h rsprmwre I/mi y Ilau trwks2e MSNTO TI 52: S ,J • cift— f« Carupatm PolyetMlme Rae, 4' b l0'(m b 25Orsn), Tra s. t AASNTO n294: S d < xirirdim far Car 1u 1 Polyet,ry Pipe, 12' b W (300 b 0' 1—), TYp 5. AA__ nP]-9]. 5 ,1 5p ;f 'm Far ca,1Qafea Palyetl,yLes Pipe, 54' b f.0 (1550 W ISOO mm), Typ 5. ASm D2521: 5 h«[ice iv tkdrmeaW Mw1— d Thanrwp.— PIp Fs Spiess am Ot— riavity-Fbw AmlkMima. • ASm OSS50. StadrA SFrecilicatim fs MyaMles Rmllc Rp od FittNm nArMs. . Asm wn: seeded speirkaim Fr ElmWnrk Smla (emka.) Fr Ja4•k•E P1mtk Pipe. • Ras ad ntti q -III WII bs 1ph-dasty PAwtMb.e mmak,i A5m DSS50 l2H2OC fa 4- th- h 0-1,dimslrs r 355420C it I3 threushc ich dimstre. ' Pip• maw(¢4nN fro W..pncifkatim .till _P.Ply wiW lls ragliranmt. fro W/a MSHT da W fart i i, 3HT0 n252, AASHTO n2M 9]. Tb Fmvibm — a pip a< r.wn— I— dbrals+. Piro Nm WII be ro lam tl,m 99E d ran4M im;ds diamlr vb ties t, mh4vsm d 20.0 imt Iwk•V hqW Far 4- to 10-inch 0. b 150 mm) dbnetes, trs Owe lira sl,oll be emm11, W Ar.w1s Earl: C I I,:I Htyh I—ily Polyahyles (HOPE) Rp meeliq lb r<yIe+mel. a AA5rrt0 fL252, Tra S. • Fr 12- b b- i,clr (500 b 120Om,) divMs., tb Pp wplied a1,J1 6< er,oAh .Rekr ab ,aa..Ar FAlar;or Car„datm IGpM1 —ty Pd""W_ (HOPE) Plp —1— the rvly'rurrmb d —TO f12W-�, Ty 5. • fro 54- b 40- kaki (1350 b ISOOnn) dbnatrs, lta pie .mPim NMI be r.weth htr4r od Amulr Elllrir Ca.matad Nyh OeMly P ,m _ (HOPE) Rp rrwtiq U�r:rmN— IF —TO nPf-ai, Y u.a Inypsthal. • nankys 1,' it T srMl .let ba I 0.010. FITTINGS: Fittigs eb11 .-farm b —TO n251, n241 a nF7-4r. Fabricated nttkq, NCR be u,ebad m tb intriar W —Via a at jacuaa. JQNTS. Rae dell be joild with bell-ord-,Pea jok,b n,aatk,s AA311TO n252, nY4s a nPl-4f. Jo-nb still pwiM JII tildK vd Wa rm' Rp jags Wll front mal Am b Jll tipR aIlIl I—JMaMtWk Jok't pr�td 2G. Itrb d M5HT0 aitmOsd Spsci( ha fa HigFvay bdsm, pviaim • Gmkeb NMI be Mb1W by Ib pip. nrvf«Lott W cavevd uriW a rPnavm4 a AdaM lubricmtb ao,1•cdt i�lrtrm., frw dNs. Nell pie mad m Na IYsI'at and bell claim m.enbly. snmin Intris ITd Amv1a ERrbr HDPE PIP" NMI M Surciak F4]] m ma F.-. by Ho,mr, Irc. a Fe-opFwm :syal. MI atr.ab F.e,�tta � wnnw b w Eryinam w,p work. bare bu rasa ra M�b4m •blbtim atilt M N avdpY with A5m D2321 the mrtFat vdfirlud rem ,Lill M x Fora (0.3 O.S m) Fr A- 4' - 40' pip N b'(0.5 m) fro 54' W GIT P BadJlll tb pip wiW motrbl men M rayd krill e d AIM 1 imvm Ciro, I. b Eder. B«knn rMl M vl«aa n i. b w,elw kwh 4r1. aPnpa�tm la a ,tl'nbr.,.l ass .tedaa F«t: F m dmimatm br • Tramiel. widtM1 s1aW M wide a—th 10 pl¢. od rwnp«t b«krill eawd the ..lira The v M1 idth till d dhnewr 24' F N IY b 50' od traclsa W a sbu d Oiappxd a n II ury b P4rk Malth.rn b rook a P Fope'tY.oror b ,,,arkwl mrwblm > d I:slw.vy,l r.ar wx aN Nbfrers unN um` sore by Us blicb a «u W u :ma atoll be album b ,x m Ida b Tb Wrbia yueatx d dirrs:»a m prwidkq tla wbsamm[ tees(( des, tsar ,tame a twtid ai n tb at/ a mead opplkal;m v rote tab;d Cmv¢lr will d rsapird i tb C1y n eucw 1. war t.0— i the sedk„r.btvn pod F o ,i..ilr mahm ¢uytable b tb ErPw. Upon mrplatim m, M fun m pads will be nllm with roliw molerial ode Us N1s rmtrm b Ira riskM mdilian. hIORK INCLUDED Tb Cmwelr ,Lill ,wTy nil N. epcAima N a¢h a mares b I.n ] ,aande drys aftr Naiu b PY sad m tts R�i«t, tM�Cmlr¢tm —it —it. b Ib E.q'var Fr ovrytera, tb (env«t>'s epmm redo a r cvarvl W svmn PVAectim. No wok —It be atrlm m wrkch a< Mphll, ,u,cmlibla b rmim m Y.d �N Iby — E 4—, i ton �latiry drekapa havrla veil the mends d crawl, b be e,,.,d m the !«t, bve been mP I M the Er'Ekss amen M mrawe:m, banau ma nil Mull Yeluds Wt M be IMilm b, ,rose check dma, by balm fr rnuvh vd metesAA Use ..cwatim prarema, cut elope ba ,amdm sd ,r,ulened b Us ,orlvvd deJrml< W F :cal by lrs Egiw. M upmae d l,Plalad M .bpw W snbvMlmta b tr,e elar,p,b W11 be m .Fart m pxtim. 3..ek.R, mrkNm, Mlalaan a em.m amo-tl .ravbbry r AFr L,lo the Proj«t A the .rlkat F«Ural the m wtl"rd n tie « ;,t «F« IF W wM cw,ditias dewlap ticl will wxed ens__ apnratiaa fr — war. o ma.,r Lbl lh veff d orate nor be k,lr<eptea ma diwtm b Pvcs w1,rs brat rwim ,I.o11 result. S Nis :dM1 be Mb14d m soon m p,.ibb ' tlia real. If p-vwMl%w m Ysald at Pd m mprrmle e�d maela MOM b rode ' a n , .m, a N'po...Lr'mt, Llnlaw aM.uix gprwm N wri-1 mecimitm ¢1 lit M •n rat . .pram N r.mhm b ,an.Vucl cl.agee LI cFon,cl ad pm,r,cA r trnPasY s Rivas. It FA. ad inailk 1, L. .Fd1, m Altwill a pus be Germ a r1 Ftlx P r,a otl dmria spa. by tM ,omvucUm mrAr,,. Tls CwNsb NM1 ram d1 a the atwn. user am rmh. urM sP«iri,aUas W dtds• .Iwo m tfs Cw,v¢t Rmlkw kcludiq MtdlA;v., nvMws ad reroval a {arpaay Omer W k.lel prvtecUm. O h HORK INCLUDED The CmvaetF •fall (urnlM, Ns1a11 W last all ura4r maM ad nNurtmv,cm m Mudd N tb Cor,v¢t DrauNsa W Spci(imtima ATERIALS• Rpm .ell urtlrliwa Nall M ductile Nm pipe eF tb W,Jareaa aims dmlaMed m oAll d b IN Uicbs.. Cbw da:2Med m t b All ductile M pip NMI M I:rariFusaly N motto sd ,anfan. lam. «v:Nm d AH• Sla.dad A21.51, (� CK1) od AN51 Stvdsd A21.11 ( — DIII), Wll+br I a " Jok.b (r Co•t W Ductile .0 he.HF< .— imi, od AN51 $Iadmd A21.10 (AYG4A CIID) Gay -Nor oil DHU1e Nm Filtige ! isn Jr 40 Hh d — vd W,cr A2m�. Al,a1A C Nm pip NM1 M canna 1k.,a ob II PIP, , b AN51 5 %Llt FAA �A 'IOI)rr,mt-rTarlr LNNa fr Ductile Nm Pip W Grry Irm Rp eb mts;de dimstsr3G'ufa a 3G• b LO'. • Pp eau All Pp janb, —1. tb —h-m tra, Deem Fa jeka.� pip rm LATING PIPE: Stain. ILL ad culvrlA slMl M camtrycld m a I + h bAlam a1M1 ties bray Lriiav,me vd rmii d curvatae ,aKamiq la Af151 5 prepam vd bmMG m Nam, m the CmvaA O,w_t_. E !, pip NMI be clacked Pete-m joints l _F_b Secliwn II-2 —L, 11-5 ad II Web Ito W ILL irdiNd m H Cmv¢t D.ouiros. rwd¢Uv All jo4%a MMI M Tb abctriml itY a — pipl vd At«Fed rdua NMI M mokdavd a tislA ad lrnr4 .M1 rw, r,nl. p N la M laid wit Ito Stile Niaway RisM-a-Noy it Nell I_ M Mtabd n ocuravc. wiN regkre.rA, d al jest. Uragn Ua res d Urm bra» worm, A rah )der s I-thM,mdctim S,I, , LOI d Us Vl, wA HislwoY Dl,,, m ,l 5p«If kiss strap,. Ths abclrkd reMC Mty IF t1s PipIM ¢rw. 11 rawli,p, vas W pis sIMI M rr.aiadra trrwy. Us ux a coduc _ Nra.. Ne ,t— JMI Crs Nall M errasm sort, mbmir,s Pp frwn dlirry vv,k• W movkq qu b M Foos bra p�M m lFr pip. Ill, alachm swivel wFtb A br dti,q it fMl pwi—, Wvi dm'eaad pip M rci«bd by th- '— aw'«pc —,kw ,aM,cUWty. fumiNd by the ra,b«ir a Cmvatr's up,r,fa NMre ,meths aim is b M rvtai,m a ra-Md W R Mvnm den 9M des b lb Fmlt of the Contr¢ta, R WII M rvpl«m —1, nai. pip a lha Cadr¢tar'a avprra. PIPE BEDDING: Pip bsddk,G WII ILI, m epecifiad N SAtim MlA6 d tbm 5»cificatims. ReiMrud mr�ab W mpinit ,aofd crrusam mabl Pp NMI M Mad- Fran Ib vs,ch bAtwn, 4' Mlow ins Nvrt a Us pip. b ins ap:q Ito a [b Pp with ad r mewls pip beedkld m Mt Pp v - N lr. (mfwzl Drmlbq. RmM ' atilt M beddm Fran tls.—hI bAto.., —lw tM inva-t d Ur bL' above the vmn alb qys wiW and r IFawlr pip elL,bA,L`IW kq m <amwtlm Nero- 4¢t Dr _, � n ll saw the pip Minim M wi[abl< m is rm a oboe lM1m 3' W WII M Perm «rrdkq b Salim 022G5 a tl,ex .pcificaiorw. nANHOlES, UTCH BASINS MID OMER AR'URTENANCES Wre idkAm m W plea, lb Cmv«Ir .till _. W Mbll mmblm ,uNCF meat tb ramirnas,le d Sectim 03401 a il.ew Sp¢ifimtba. T. Cadr¢1ar —It elm -- W Mbll coral, bmM, wfrx idirdm I tb plum, which mat tM neq,irorlm[a IF 5«tiro 0l401 IF tbx Sp«iHutioa. All ramble r rawh M.h step,, uvae, roam Ird atr.ar mirala.em. meld abet M Fu — od bsWlm h mrrdmu wRh 5¢tbn 0-1 a flax 5p«i(icaUam. 14EADHALL5: M Cmv¢far atoll rwrWct Pp boMMla A tb I¢Aiara Nwn od n raar.mlY clm<,wKar y wiln 4s liuw From MainrMa.a Nave, m its Conlr«t Raukp a m arm by Us p Vrar. Wu be dtly pscifirdlY d.ia.m I k wted. ,arrYRtled m .¢era a NMI M a swam ,wabael m Siam m tM �, ra: orer..� � IF rwn4vcvd d rweab, all rwrrvb r4kam tilt maa b ey. sr,mG is elm. El ,wrrae Itpr —t-macc a tlrx Sp«i(kAlom. l 0h3o WORK I—ItOED: T am fa Mwb I�aim e sassed M ranaw : pawnPkq. Nak.iq, M' " u aol'mt wr mY ieualr wricl, atavwlale be Favd N I.a,chm odr W, rmv«l, W NMI ton. vll .r,al�aa pa�day !,rasa, r WM wska n«aasaY b kmp vrwM vb ors m el alas d uw wNle I'r.m W ,Welau W Usir foMothr aekq W.II IY more mmory WII M [m irwn tivn rwltkq f im ask, by uw of rn a by we w/fkimt methada m mry b vpprewd M the Ergkrr�TN [overate WII a NI Umee, Mva wfncilrn aura m¢hk.ry m [tat avvcWrae will M Wilt N W dry. Evuwtim ob v M ,I,r1 M da:uacrm wfca n«axa-Y 1, ux d a1— trms, pp mend-a'+a, : b, rx d ova pinta. Nekem dsi.d rm.vm o�wrk. dip nil be rwrvpolyd maW �DPf, F ( b. m Ira+Mlr apcif"rdu WII aa,avAd wch mdRiwcl dePh m rq, b ry rtron n a bra d o a I r broke. W trivet b a darn b tbrwsMY du,ats the ,aaWc4m om II Mucbriq, ra:taa1. d mahod, atilt M ¢ plhMd x hot odayals barkq cap¢itY o � d P W Faa.Mlim:. Ra+aevci er¢Ha�,a1 W„ml��,elar nwil°. vase ,wcu.eor ,labl. h balwn wppat rm pphs r Wrca eras roe rwN4a Wime wtgwr e 1 apaatr:,d . M Cv.v«tr W11 Fu , natal W maNem. tll �d Iokase ,wlw..s oil 1pl�.l �uaaoy b kmp �awtl war law m .vetim Io,Ir ergh x�IM ro M Wm adr t ' v.o-Aa ,1.d1'a ore rM, Coro-«br MM1 t 'x mate..mt avuclr �� tbl moat rm to t� vm wakim Ttec av«lam rant pw.M m ao:rd ob,arytim event distwbo.c< a tM blk nAhoaird joM, ductile Nm pip WII M lM lName» Clam e.NaM.a m Uiv Paw, W sfM Mt ,I, wlsra F A f Ib Plena. (1.chmkal jau•t d¢41s wHpip W11 ,wdwm b tb Sp«1ikntba Fa dutile Nm Pp, aaupt fa fittku ch still M nacl,miml JaNI with bray Wcbas. ad rmiu. a clnwturs <oifmri11 W ANSI A10 ad mechmkal JdMa 'agwWch still M h «r>d with 5«lbm 11-2 UTh 1I.G a AN51 A21.11. Ali ob ffttkga WII M n.wF«wren by U.S. Pip W fwWry, G., Clew a m mprvvm IqM. INSPECTION AND TESTING OF nATER1AL5: All rent Pm W ntt da�.r::ocd Al -A Spci( Fos. TM Ca,v¢1r ,till rumial, fa approval, catlfralian Iran p1p nrwr«tar lIM MI bat. nova tom ppYanW wiW _IrewILA. Pp WII rot M Mbllm witIat tr„ Egkrr's mPovd. HAN0.ING: Rp, rrttkq. ad av�,ssbs still M rsafullY Ird1m b ovdd aa.aa. Prbr b W dde d ova _ a tb Faj«t ask M tb DNs, GIs CmV¢b Wll r'mlac< my P I F a«mrY Fawd to M del«4w A aII tkna, k,clmkq atr it M boa, hatalm, 1,vpm., b the Dw.rr. TM Cantr«ts'a Atmtim is ra W b tla (¢t tNr W crnr,[ Inrc d tb wen ,. mib brkutl.:>d zcacM tar. pdtim a 1 M dose w ova a - u.a Pava,e upl m Afa.;d.'. amremd. MI � t rod. N,sl w .<a.,:ae p blc aadas rw,rd br wtU+p. Co,v«fr nvy. a Fi. up.a< od wiln trs mro•ol If Us L.ainmr, wt IT trs rr«km prtra a a pe:.t A of 4x1w hcnm irm, lM visAb IM,t. d tb ALL Ip W F."k- WII M claom a al taro, mAtr W deb-1. p's to n. mod ,till M kept gam and the tires a «repose by LFs Qle.r. IATING PIPE: WII M la ash bAtwn W boa prepaaI m m lrs Cwrr«t Dr kw m pecinm in tNs xctim. E¢h pip LM bier Ws a Ito pd aeM me a Ids m b rwm a tLIA ant wRh ro.t mjdrkq pp Au L<nm Iar.m Iwi'a I. rat ova Pa�am, w .IM11M cbam by teppr — urolr .^ ub, We rotor. IF ,Pear trr —hh rd.m wok I. r.wr...d, eoplw .IMI ,M M .r.iar.e m41 a1 eo,ar a avert cArrq tb Pm M pmsad. Tbv NMI M a mk.imen a Ne fxl eF awr m It PW ntti Tb pip NMI M MWd N trash W a tFs Ito ad aad<sl.wm m tb Contract D auk.sa. Ary M(1«tb, a last. atilt M willin LM Iknib gscifim M tb rove(«Wc. Alt 'prq W appster,co am, (IeyipmeK atilt M wppPYec x tna ro svdn will M Mplp.m m [b .yiim,mL,l. (IF W W pn.mt Cant/«l> .MI wbnit vrlit-ratim d ramp,ars<) TMVrt bled, a F, a Mbllm tie recta WII M Mb11m m plo. Lee. N b.d, M/I«tkq a-v4 a rats. sae NMI M la.m b r,Pn. teal meab ,dll are :dkatm m the Cmv«t Orm,k'm a MMI M m app d Dr the Egret N v..bsu wlra Ur ux a d:Ffss.t tome d Ppea ram:rea cva.a. tM All vash:q sd<ty etamade still M h rm(amres mlh ores lk N, aalk:y m r IeakNa wr via. dtr tbv as lea mma m raw M —it- i 1¢ w c t, h tm,pirq bmk�iU :al oval M to a d'clh f z ' M PIPE REDOING PND BACJ,FILL: Rm buddkq W —,I" fa r no .r.rl be m idkelm N Section 022G5. Rplis NM be bid m eprm bm'a 4' d sod awl old mimtm rr pear aian.mt'ed me. aSeF,a r m GIs Cmlroct Drawkq., till W, % 1¢W ad ,wnpatm b . I,«Nane� a the Pp (,rltrlis). B«krill wllM1 ucawbd cmbinkq stoves ro blry I—V lo- !' WII llw. be P ed oW cunp«b4 h G' lifts b 24' we the qm croml a N,b-aurfma, 'iI-P1au' reWiticna wmrmt raaucm bmdkq r rwnp«4w effort, Ib Ecgirar .till mdm a veld aetvm:atim m b whetter tb bmdp ame,ta cm be r.ducnd. MI pre!«tn atoll ux tM�lmd m ..W N Ws s ad Sectim OTXc F« picinp me oM swNm ra I frwn trmur� bmdi,p atMl :rare b the Wrw. FIELD TESTINGEe �olhvVam debd�all Pm li.m W'�I be tcat�.�i p'ia b Fsb panty. e,p.m 11 TN GmVm1r II fumiM rl sages, bliq FWm. otl Ir roceury a LIi` m K W 1 `—Ill'aduga aM pramur le„ pith. E«n wlwd xcman d as t—fr�d P Wtm. All ware rrylnm fro leAkq W11 be pebble. NMlabe I be All —'W. retl«t<d n tb praaere a tb E.giser. TM (ar.tr«ir Nal make tb mCa„ry pa+Mm, b t tls A the N9h rant rasa al air W WII FIW ,ma alr eoenplair,a pMYarmts r 61au,afs 1«am a high plot. mo, W used fa dr rvlame ilI lieu IF tape if apprevm b, lb fw'War. wNcl.err is mare N tb I le tb Imuc,t Lname NM bd d m tlr ma,l;ty a orate tin .Ppl adm laalra5e tit preawre dtr lr,a pipe M been filed ob IIY,e aN t m Dam s.mlba udll be «cmead if W IaakNe i. Psetr trm tNA detrmvsd by lk (amwlb'la,m L-SD YPrs 5S, 200 Fr< L is allowable laaap N senora per l—, 5 is tF. bath d pipe bald,, reared, D is — rlv — dimclr a the Pp h i.cba, od P in Us avrpse trot pr soave n poume pr piss n,ch snge. t im d pip Fdl 'I- tb m la^kai• w.b he ptrp«etr stall du nava-YU:y meaty b locate atl vapor a rcPau tb df«4w , nLi m jakda a m mpwas b the Pw.r. 1f (vnrvaam, the Egkar Nar1d abr Us (aysakq prered,ru. tree Cmv¢br stet r.apwa,bl. rr W tigMrre» a tra Ito IPthh am mesa r«pi....rA.. DISINFECTION: ChlrkMim a tb wAr main WII be ,wdrel.d mIY dir the rams b bra aA;dm 1 Grates W Fluahm W a clam street, is abbhm m d.tarmkrm by lne fny:Iw. T. Cate — ,Mau F— all lobo, q,immM1, natrMs W fapb mca+srY b di.Nr«t th. Pp W appurterraa h ¢wdvwe w;th AlaWA 5 if fa DaK«tp Holr riuns CG51 lam rc Jm. TM amtkww. tiro m<tld Wll d Prfarmd v.dr trs Nwmvl.,m atttsnErgkwr. TFe I— tiro tease. J,tl e,m.m I:aa.Pabin mlr abr .raw m d war bars tta Frahm cJa _ram. slaw ro ,vdree a b¢trblasl- ,mbnkMim brand m tlaath DmmNr.t tmlkq r bslkq M mahr -Fared Ira. HTDR .- All hYdrmlts Wl mast. W rlylirane,b d 5 t- 1SVI RPE INSULATION. In ram wlce tress is k,euffsiaK rove (I... tom ttm F ad arse tilt rent) des b .ens WLtAm m If CPNxt Draunm, at pip, ntt'vgs, ere. shNl ba 'rrulalm. The k,,.rbl.ien atilt be a uWdeO plwtN-vw W Iwo a mhi I lMch,m. a 2 Y,cM ad .fell M Mlallm N strict cwnpliass mae,f¢turs'. dhactbn. M Malabo WII M Styrot— 5ft, ad abll mM�IM mmprvmiw .vogtM1 raWiranpX.s a A5Tn p 21-TS ad . M m moot«lured by Dwu Claniml canpmy, flidbd, nkNRa,. ,wfraatim slap a tow m mPkmle fr a duraim d I.Ire Mlra A 150i a Iamltl aprap p elevaim. Lrak 1 MMI tr Mfkd m tH Iyallhy ,upPim k,ta lne -dd pip b lh,e larkase t Iv. bmm filed vd ttln dr rw bsm then ry s L Ne Mldb laeknke iaeAr thA dtrmr.m the fa..wla: Whk L is AL—t. ledmse 'n tin M1ar, S 1. tlr Iba".q e ath a pipe led, D is Us r,orni,ol dianetclIF 1- pip h i. and P is he ava'ase SraAA my a«tiro a pipe fdl t �I<okge teat tb P[� b atoll M eveyth'r,e b beats W rvprr a the def«4w filtpa r jok.ta a ro upo..e b the Du.r. dlsmk.ed by CN: E""` r VALVES. All vetoes Fr Fru.,ais ,Fell meet tnv r.yNane.b of SAwm IsloO. PIPE INSULATIOti: In aam what — is Ffkimt rant (i, tiro 1— fiw and as Mf reel) den b aeaur Ppm, etc. Jellnwbe insulam. M bwlaim WII ba IF ulryded 1 tyres nod Isw o mkirwn Udcb.sa d 2 ix.M od aM1 be M Ira evict rmwliaroa with tnc maMAWrcr'a dNAlha. M k,.ulalim NMI be StYmFovn Sn, ad . ,,It� raydrerw,le a A5m DIG21 ad NMI be m mvr(¢4rm by Daw <w brwcal CanwmY, nialard, nkhigm. O]SLO HORK INCLUDED. Tb CFNr«ta -1 fumiM W —1 rl p , nttkw W alr neer1. r•,,e+aaY it Ira M lawn a mmitY saws, F_mane, W ALL «wetwa.t rautrvctim rvbtm Ueda MWd"ns d.nr,<ys, r.+c< 4un, it-m imirsm m use _t,o-l.rNdaad m aP¢Inm Iran. M wolc af,eil aw M1.Ide bslky ad VI«kq the swlan k,b a:r:J¢tay oprah.. TTPE5 OF PIPE: TyW of Pipe —h WII be uem fa tb vaima pate a w m Follaua: a) Gravity Seu.rs and ba PVC mud .11 pim m..tirq A5m 5peiFleaiaea D3034 a FLN a m aPP— —1. PVC SERER PIPE: FVC s.u,.r pip JMI rw.fom N It rssp,cta b Cts bleat aIm a A5m 5p„iri—, D li, Fel9, Type Pr Polyvinyl CMaide (PVC) Seas Rp W Fittia., 3DR Ys. 11 tNrM.m d rl PVC Pp JMI rnmt ASm 5pscinra:aro fr 3DR SS pi- ALL Pm ,1Fiitkq Jell be 1, mFked m ralpa,: rlwF¢U<vt Nays W Trmenmk 1 —P m Sim He1ODaai AI F—I .2—P •TPVC L.pad ypo Fyn 5Rt vJ+ PSour Rpd a 'PS PVC Ssalr Pipe• psP's+oe:m A5m D-1 r FGT9 Joints atilt M puM-m Ira ue4q slmtwr,ric smket., W dell mn(erm b A5m 03212. The smkela WII Ira f«toy MWIm. Tb pip aholl M rumiaMd N r,nrdrM 13 Faa Ir,,It . T r.mbrs a Nrt Iegtb od b11 hlrae `t[:q. NM era /s va< a _—, l, a.a mrsevon.r ux d roue(«Wren rttil: rMd faairalm, mmb irate tlm. gnu wtfeel�ra..ieam Arry P aMF;t rya �. s s uA„c-M rz a xvs'e blpu W11 rcj«led rn.avae A era fren uaark Jw. FORCEDAN RIKTd MID REUTED CLNSTI NI rsld w M made m bevsl�nrrnaw I ntrs Wm, to wt W b sane a,e bnm t o' k(ORK INCLUDED• Tb Cmfr¢tm NMI hmiM, i till W teat ell eater n,Pm W Pfpac<Iwy W Pas o twnils m,4 t Mfaa blirq. apPartr.ssm m imimem n LM Gmvact Draukys ad a eifieolcm. T. 'p n.Wlm I.dr W. inad;m ab11 M NSWIm » flat ale e;lbl nATERIAl9. Rp W tmpl'vq. fr JI frcm,ok„ Jell M PVC oftrs Fcrsc dJlklim, meewred m d.vibW below, atilt M lam tb, Si. Clow BO. All pipe still mmt Wa -) PI It, i A3Tn D2241 a MSHTO n25D 0.1.2 CNrM (PVC) Plmtk Pip (3OR-PR)' the Uni-Bell _ _ _ m dl fleuible Pp enrltht rrn EI-1 1, f-Iim Cl-11-B-2-tt, W A Sbdrd Ca00. TM pip ahrl M mavf¢furm Nan Cl12454-A F 12454-8 conpprds, wiW a M6-a-atatK deaiml ad bmie b< us'<ykellr'� id yen«nI plae<W a"lover S�Od- The tlM«uan rot Mel s brl a madral Mviry a dil b a5i tls iwde dileeslc d Its pip. ra' d 4, 000� i a TJ.4(F W .hdl cw,Fom b A9Tn Dnp4 rwnpasd —marl Ne nscFFNoI 11'vq M MI M ,ram our" M MrlAtim imt. MI Pp rat t vd firatioa. p NMI M rr.md«toad urith aubide 6mrstca eyra b U,oaa d dumb Nm PpP n,.ati,q [Fe dell«tiro ln[ WII M rc-vmwtm trot«m a the Cmlroclr's <'Pos< ALL pi,I,od uupli,m Nall M the push- tra u q I lanrk Rmlr<ts <a fa joiws d Fittiaye W Mvaa Ilddcn WII M n,ectmtml jpirrs. Jenks atoll lb Tls mainle watt/ at� pmkel ad ata'vdw mtml clmmp m< .y must b< mar by tM Wk•err pr's IN NsblMsn a my pp. prfwmoca rsrykammb apFlfim N A5m D3Ba. Tls Cantr¢tr will wbnit e.rlifiwtim tlet the marials d tartrvc[ian bum heel INSPECTION AND TE5TING M MATERIAL5. All PVC p;p W nttvga 1 M mnPlm, toted, hw«tm and nest ill tb remiranmU Mlmim wall thiakm» h Inspect_ od tooted N Acardmu Iulth tb mewl«tort • yaecificalims ad tb «mraare with ASTn D30N a A— FG'ra (a all Pm ad fittinsa b M hcludm aalm.nlad AWHA < clfkatlma. TM Can4acb atilt fumiah FF IXV 1, crtln,dim (I— pip maw(«tart Ll,ot all teat bus brm pMamm with :raisf¢tay rawlta. Pip WII rot M Mw11m withwt the EgNeer'a apawal. N tlr Feiect uvk. pyC pi atMl net M ' bllm when the praurc Nora Mlwu 32'F move I—F. Dnig -ld u.eeLM1r, Ne (IemlUitY N N_I. rui.tw.rs IF fNCsp Ip HAN0.ING: TM Cwar¢ta WII M r PVMbb fa a1 metric I— M hk,l b rmuaed. Ervp ,are N rsmim when ha,dl:q PVC pip drirq old II,mU,r. �shrl rvq«a A Na auto m tl1 oven octet.. lewd doresm r dal«ties N f«ones THa WII k.cluM lM (.wrwslirq a all material W Ims rey,km it EATING PIPE: Rp WII M Idd upm a trecF Ma1am am M0� �m m b,PCAm Ira r.gamn,r,t a Mlalm motto di,aarrm Pia b tM firM aaaPtw.,e or IaFk. m Ins cantr«t D-Pakya m aPa;fim N Wa a¢tim. M p ,arm r II clmad jest Mfaa byinE. Eam pipe ,Idl M bid Ws bike ad maM m Ids m T. r r WII bar ibb fa the be stereos d 1 -ALL it vas tits b term a tight jekc hmml mjd,rq Pp od b br:q Nate rmwwaus. ,,l I rrsp:AW h tM ,onvlaW Fojat. Nlve tM atom nglNe xrvim <Prac4ma T-b-scram with L ircn opiate WN ba All pip ad nitirw ,till M clam of m (ae:al moor od dmria pr's b irWlm N tls xu,r mein. Flenble pip amkaa ere ramNm m pr Wa mchm. ;rvblbtim W .till M kept elm. 1 tb limed ¢upbse by tls 0 . ,,,alkiry m a wakky our pl— drat 1` Y as btl a<cavt m envy M mcas<ay L It- PIPE. PillWII M lad open a voch Mtlam od tiro --A,I m -i—N makLq Jonts, h FI N oral- W h tonphs —knll mortal mlI M p<nnitim m the Cmvact Drauhsa W m .p«inm k, Ws aatbn. Este qp .till bra laid e+e ab eras sd m Idd m b tom A tisM joht —t raa , jPp mUl pips ere bxkfulm m ap«inm b a depth a 11 hcM. Duniq reaWCUm al W pip ilma atilt M Fofeclm tram mfvvice a evih s otnr mdriol. rode All ,mbl a pip abet Ill,,daa III I- —h U 13-3-tro. OPn d W,chvs ad pifsa when ,mpletm WII b< wplm wiW aLappvs r by royally eF w me0ada. I—Il r,aw Pau se to jab ui.trq rams lb wbi pip .0- 1. Paaew, tri¢ spa. ad> a the pi, .bli'bv 4'pM Ca.lr¢tr al,oll den ,«h sue# m ,. rsu,mY b — m.setiw. cbam M te.aaay wet q,gnr M athr mpPmd mm.a. N I. Lra 1r..rn wl,m work i. rmmNd, Lra P" .tau rot M ra.wrm rout tll F{bOrT PROfEcrIQ< FOR SHALIAw SEHERs. Smsa wuh to trm s-r/2 fort d doge d was oarlrV Ilse Pp r,ea pm.ad. ,arc evr tb Doan a wFra :dkad m Me pi— MMI M pabclm _t frwep tit' :aWlaim d Y Jk4 Sttmfmr. Sn isubtkq •Irate wiW o u:dth d 3 Tlrrs .teal M a rrmwn a vies rent-siY k,rlrra a ,wr o P_ d ntthy., fm< r twice tk pp diar.str, wNm ever aelr TM Maata ohm M Pared T. .till M Mlallm n vrKM W A tM M W mode Fat/. m Ne Cw 1 D-yui.p. Airy dfbctim a joi4a abet M withn lk In.its ap«Fora by L• above trs veun d ten sorer afbr runp«tia, d Lrs L• litt __t, mmw tb vall,n M tiara node. Cse Mdl M nlrci.m by lr.v Cmtr¢fr ds'rq bmkfDl oN r trs atyTT Mca< b danapa b� ALL pipr t mp<te I, cv<,ec b <gnpnart W w,parledrxlatlM ro a it. be poasd the sryipmmt. (IF emlpnmt maa(¢Wrr's in,Aia,. Ndiode ll.ot op. lams ss r.vt b M Vam(errm, tb amn P.w,t 1e xyrefm YI sloviwts WII tIe mrrwrsasiw sv t: d Asrn DI121 N still M m mmuf«wren by Dow CFunkal Corwa M,dhd nichi m CaMr«tar W11 it ce-tifkAim a ,wnpliare). TNVea blocks .hat M Mb 11 Pup, IAIA, tl beds dell« N 11 1r Y4( (era abet M lakes. ne n.PFa trot ,w.a to /lapis., jo:rt. a 1 1b. Tis remirm ram d 4.-.rst bbclu ra ildko4d m W Cw.tr¢t Orxkga a WI1 M m approved M tls Eu'tPse. tiara illlce� m d diffraM LYpa a pip orate jo'errq, Ll,e Carr«tor ,Fill Fumi.l, W till tll rlecaseay maptos. K-t adelY .bdrd. still Min ,w,Fmnace with Fry apgiaarb Sbb N F.— .-- PIPE BEDDING AND BAOtf ILL. Pip bmdNs vd b«kfill fa all fa I, ab11 M m imica.d i,, 5«tbn 022L5. Pipline WII M bid m O F,pam bed IF G' IF .atl s aowlr P brad w W mjmlm Fs oli rat am yade- r b<m;m, err udirdm , tla I Cm.;v:D=mw: -I M d r rwnp«Len L' abase rs vaun d tls pip. Bockfill I h w•acavalm ia t I l =a camaov l,, .b,u ro Isse NMn !' WII 24' tom M P� W ,anw«[m :, G' hits b Us vau,n. M< orb--, n- rwditier pip wsrvK vectored MmkV a ova{!v-t, lM bykw WIl make a ,delrm:atim ra m wrslhr W MdM,s rp,ksr,mN ra M rmwd. AlI proj «ter NMI ux LIa .Uda'd wll.s n the a«Um W 5«tiro b22K fa mickq W Y r'm raa.ltiq FIELD TESTING- Euc.a m otFrwi» d4vclm, tll Ikea she I M tested. Piplims Idd n a bmdm h weak atilt b< CeateA'air b bec4fill vb:ha d ,wer.te ad a,Y aPam Para N M tmtm rr b r;<b paneirq. Tb caw«lr WII bwni.1, all smsm, =w,,I plug, bop and all Ahr Face.» <y,IF„mt ad Imo vrfam ladmx as F<axe .«lima a m w tvi W. All value a« s a mmur—Itha.aaA rxt N ,1- 1 ten. a �f teK WII be ml.<ble. All m still be cma..ctmAi, trs prsr,ce [p;r.ea. bb II'amdcmlr� II make LM Iace»ay prwia.m b by tts pip a Us Mel, pent brAm W" Pm ry mmp'r�raeleme n 1 yNv.ta a Mph pointy uem fa a w d taps if Tamw�. dwI aN aanF m �I LEAKAGE TESTS AND ALLWANCES FOR GRAVITY MHERS. M bu P ,I ,.,ill x r.m b a:.wbte k,fao-ah, a anlira;m ra» hb r ,.It d N1 aw'+ly fC1". YIORK 1NCtupED: M Ca,V¢lar sf1011 be respwuib4 far rwaWctkn a repair d AaaPoce d the awr W11 deprd arm the amid«Gary prfaravca d tls xu.r airtiq Fartlatl Cene,t meters, bi4r..iwa carreb a awe1 ualka m e.dr lesttiww. The tat abll be prformd m pipe betwam mjmalt ,horn m We Ce.v«t DrpPme > m dir«W by lls Fiq:'mer. mp.blm drat b¢kfillkq M ban, —,I— — --- All pgtrt sun « e-,d a JM a .eater awba tilt be P<LRm ithMTERIALS: —1 fro walk tb time Iabll be tricb.aas m ,1,ou.n m tts Cmtrocl ttr.n OrPuir'Ya v'd shall roKmn b the follau'rq yredotim t �mf: <rcmlmc It tls ' NeuW be G tcd byt pmakuf tls-uqh t a fJl ,Werax. Ndi Fx the Tility d Is Cmv«tar tk Pp cNm. Le.r,mialelY itllPukq the awq, tls mppb MWla4m WII be term w ties-paaaure err Air abll be c. b Pwmd pTe ,A irMetol a a«M 4.0 powder pr rdc Glen Ifs aveageb leak I aw — —raw _,"lntt's P mrwtu Mall be rlwsd Fr tenpra4ea ata4;limlim be(ae Famdq fuMlw M pip lire Mall L roMdrm «c<Pl , wY.n berm A m o,ar peAwre a !.0 pestle per tech tlt,— ltm the owro« ba pre.eure Pf mY IF- pi it (1) Lh III a Pr bee Fran my itA ralY baw.m m vb t,.IrvcWm dou rot .scam 2.0 abk (aampr s (2) Us s Iw,dr teal a«a rot bs rAe Oval tM 0.0010 pbic ha pr m.wb par agrr. feel a blotto Pp .arrtere. M raywrvN< d W epedf im NMI be rwaidrm salisit ;f tl.e tiro raykrm n xcada fr lb Peawry b a«.ame frwn 3.S b 25 pouNa per aq.a rwh pvotc tMn lb vreoae bock p<asF< d my PPaM war Oct envy wbnlcse Pp ,. ,lee b» then trot ,w.,wlm aara.diq b Asm ee2e. nninan Ts•t Time fro V . Pip iea 5i Nom4wl Tkn'SO Nomhalm Tina 3 O.2 21 !.O 4 0.5 24 !.L G O.T 21 4.2 D 1.2 90 A.O 0 I.S 93 5 12 D % .5. 5 2.1 3a L L O 2.4 42 T.9 If lrle Pp told d /dl, b ram Ursa rgdror.mb, b Cmvacfr NMI dlr.niro A Ns sun », tb A- - by tb Cmveclr moan rmamade ea tla bgkw) a rrpl:s au d<Fmeiw matcla wa4mPMiP. .1 ear =1 pive I .sldla,m NMI rtaN the raq,irerr,l. Wa [eat tides ba4q rw,Jdem sN,e thN la.t den. Ito a.trmM uy ueM'<.. d mmblm, uw Mrl b< Imtm then I bl pr dry pr wrtird lea b damn. TM nrnbb ,I,r1 be fi W w;W d N.h dralad uretsoolUw shell M wt.+NbM Iar.oYw f N ao leNkq a ,rr.lalm WII ax b< madrm aamlml. r,kq tla ralPaiq pridlis.. Tb trot Nall bs dal.. eta mambly d tls mvsb. M mmtals b m mp•ovm by W 61— Ths sAa Mtwara malM1aln meths Nall bs -proved, pr Fo I Flulbb n k pr A5m C9 . Tb cmbam nimble shall rat M F pier b b tkq. rlv.ltda wNch ties tiara b«kfllbd WII M bMi may,aaly'�t,, a L d AMtrmbuc�s a IV of Ilp "1 1- faun' i. b rw•M F rho ma.hels MMI pea W tier i1 tra ra am ramona Mluwe lr Ha old r HS r a lot ova mNdm. HMMs aWl b, a1 miap ,sitoy Jell bxkevt aparel;aM m Wa. vd wavm M W P yksr. Al ' t:y aao„rrad CLEANING OF PIPELINES AND APPURTENANCES: Upl,, ewnpl.tian a —1—t, ell dirt ad other tarp mArbl Nall M rrrcwd (ran pp LIias W [lair opprbnmt rwnvyctbn. No mdrials atoll M 101 n Ur pipe liras w i„Pede I.er,ywl flan Irt-P,Pn tllp.l. SERER SERVICE CCNrrECTIONS: HFre reylyd m tM Pen, .awr aovica ba .boll M rwWucfad d G i.cM1 pip W<» alrwir rotor m pities d lrsthe Grp marb spslnm a.er lN. —i— T. pip NMi ba Idd it, jok.ta n,me m rWk'ed ten emlr ca,ebvctim tit W. p«inra4an. Dpol ado d P NMI M proP.tY Wm b Pave,t danma N :,In,.im d faeiai mo1.V tars M1mkrp b tb bAa:q sort N -I—wit h mide rare mob m,Wwctim Adatil<MIY, {he EwNr¢1ar will ao N lII,lL, WaW mak-I—ry Ll,e E ,sir„r, such m a Y < 4' r I-1/2' we pip, (tars ten .uNr .rvix kIIrt m t old FWWiq ro mere Um I' more rrl;Nrd made ad •grad .rr<LY Ylfa tr.s Wildkq star a ra1a misLhs ewius, web r.rwrsctbro will M more IMv nrts shewe now mesa man M tiara canpl<bd, txem od «capbd. To- ,F urork er,Jl email d tM rwswetm a rexltns a c w ad the cm. aAlr. s ro.b:M:os d sub vd mUev N ssadas< th rheas ap«ifralica W N rmmebly clam ,mfom ty ilith Us Ike, Pmea am a'rrrahn al.aa. m tb ploy a m ardrm t,'t, E,_ E<cawtim MMI M made b lh< _;_ d ,I, od lls time natvia u Mch W curb i. b M oat —I M ,an0«Im b a firm, < wf«e. All ,ol't odes table mel<rM WII M rvrwm W trot«m rM1 .Plml< 1wM<h WII btN _L,ly mnv«ba. Dube ,htll M ,m.vvetm d 3,SOD pJ. ,weal., al wok still ca..Forrn b SAtim DlSW, CaN-N-Pbu C:seraes. A pd«d fa,•r<eaw<NM'ua�, lIM tMe a1i Obe'df re awvm.�r r<y.iilm,.• "<s�p<cii- I�% ii,— m aia...mt. MI ra..a NMI acted fa W mtlr. Math d t!_ ,ab ad NMI M «era air:q tb pbekq a Ira rwrr.b ,rat m t1M fro fora d wrb is I'wavuctm Ir.ra b tM radio. 'x,dirdm m Ib ra , o-aakw rob» A1...aix apF M LM Dqk... o<e;rq b w :.sfabd o rmiw rodr lrr, Loa hrdrm forry t mM foram od ,rat :, svI.M ,ectiwa I— a Isgln IF lsI /rat role» Ah.-wi» .p«Ifim by w Erghar. maiedasF a sMl M lath the Faros WII M xvdk1 r vNar w k, Pace Fa N 1.nn. m41 h< rw,rrete M x ,�ibt flay era M reawee witlat :. b tM anbi,a. Pm ra.arai off tars f'mn>, tls eapaad cirb ni fag anal M PL'dmya nbbm fiwah. Curbkq MM1 M rwaNy,lm :. oifem IegW d ten tams m atr.r,ri.a .arm. s«4m. Wn b� .w�� br ram la4.b ue ind, wiM aa,�ePl A aperh. jaN.. E<P.skn jahl. ,1,a11 M fanrd miq a fond eaprMm j F.- fwirq e Metier d kaki TMy NMI M rue W a M fort • a m dN«ten M�M: E.gk,o. NM lM rwb m!«wa ,ana�para.r.l, " b •bell M aaW appapw a A a<pmsim jo' la m tb < NmediaelY upon mnplabn a tb nbbiy, the cabiq NMI M moialaad vd kept umpoAd. TTl�,eemelyd ad 0MIa11.b'a xkq ,Ndl be —1— b ,approval a t. Erykrr. Aflr the ,arv.l. M »t wff-6y, the N Fr ad beck a lb curb skid. M filled b lti r,miad al»aim INIh byre a rot nry tb. G k.cM d lb C«iq ad Seol:q Cwnpa.d: tram gacer.ml d t(s cowat< tls Ca,v«ls .1M1 K'i315 m moauf«t m by Vu'm Cb.:m s, F.c'r (Wb 9m C-135 T TI 1� Clam A xk,s N ,.aim rwnpana ran-mllwkq, 10 ra slam. TM '<a —I— shall M mpbm pa- moat«Ur.r', sp«ifrAiaa. r Pronto« By _ 2' IPOi I- n' aJl - 100i No 4 - FOI W 100 - Di No. 200 Oi - LS M pare_ d uas d tb —_ mewl shell b rot more ll,m 40 wM 4elm h «cFdoK< with AASHTO T a A5m CIN. At Imel 30 assess, III w<iyd, IF tb mals:d rooter then the No. 4 .Hoe still ties a Ira as Frstvad flrs- -Le siMl d 3,500 pN slrrglh CL11r TRUCTIW= Feco+o[:m NMI M made b the r.mkm dmth N width to Mau pl¢kq d time rr,elcM ad iIMdM:m W tr¢iq a Fero work. Brae rr,al.rM NMI be Paud b tx amih ad ..cum Mau. m tl< (a„vaet Droukga. Hnm tb L__ a<anda L' LI tNcNma x aF ,yM set tea b <wem G•, afMl x pbma and ae..pAim kdividwllr. lnG a L1 mry b< nscaa.o'Y b oblsl msyam wnp«lh,. Fero. WII be mobl a I„eae W NM1 utud b Fvl depth IF the cwsrcb. her —.4. r ru vtl m rq,irW atoll M meryatelr b'¢W ea F<vmt'movanmt. Cwrrete andl be P«m wr the ewrwecbd yoKl time, WII be --llr worked wide vb MMI be fleeted err.00th. At- NI_ xt u the edaea NMI e. �alwd.a e a v4 .daa od tb Nrf«e .hell b< brmn riNM,e«.am tla wish d tM walk. E.,, a jdnta aMl be plot .v'ay 20 ad mjnr,t b a1 eppurW,cm wch m motl.al< frarsa a valve bmu. Prefwn,m jokd nllr, 114' 1—, NMI be seat N Us upmsion joint.. Eery S' be4uem u m je nb, gummy jair, Null be error with a ivntils wl Phew s-mvve still A' wide W 9 ub dePM1 d tl.v slab. [b p<b ad aideulolk. Tls udk a1a11 ba erred by plaemr.t a III— fibs ec Ur xf«s r M W rq,kvd b P<rmt dvnaRa. A_ dmsOe�Mlw ad —1 ba rr.L I Cadr:lr'. apace. Attr tM wolk hen Featly rood, lb +poem m a«n side a W a,Nk skirl be b¢knllm, rwnp«ten od Vdm. Clms Smliry«CWwnpNe.,dI:stlU iroCq«wa.mst aM Ur necsl.apta- AsmWtb C(-Ll,AK'13mwfrq A -11 enai,, anm nPaxILL, rTaRyaTmleIN-sVkiI,AE rr. l slam. Tha ronPxd Mull M mPlid pr mwf«4es's rp.Unrdha. W el,Nl M m ,noun m lb Cmlr¢t DrxNq CCNSTRIKTION. EAcwatim od P«mrr a base JMI rar.fam b the N Paea awry e«h ,dos t mprevida a ova yrada pd cmabn wkhh. R«unmt atl mop«lion d walks NMI doves «cardns b 5«th, 02G50 of [M1ax ap«inrAima. nATERIIW. Bma Oravel stall M m —ifim ostler P'artbd Ce,.mt rave :dk, W m Nam m lM Ca.lr¢t D,o wn A I-vY trick wrface Iwr d Ness cNp eb .bs dK .gal b 'Sur -Pak' a Nv. 2 Paters. m am¢ad by FYI. HNtrw„b Cw., Nall M ram m lb ten xfine. COiSTRIKTKN. E.cawtim vd tiara Pocono —I M m spirited Iw,dc ibtbd Cnr,e.t rarcrcb woks. A— lm bow Pawl M boo, Pared, mmpaclm ad roded� Sur -Perk erMl M sperm, encotlM and corw«tm b Faro a fed, Ikp xf¢e. TM fniaMd F¢a rwdiUm will M rbjxt b approvwl by [Is EI'akm. RECORD DRAWING PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VERMONT 05403 MOUNTAIN VIEW OFFICE PARK LOT 3 SITE DEVELOPMENT „atlrf„ TECHNICAL SPECIFICATIONS ' `"+Of V- e - Lonald L Hamlin = -U:ENO. T201 LC� �ISS�D{45fE?(;,,,. Consulting JPKYSOL Al Srngineersp Ines ,.� )Spirt srf.ad 6r s Israel Fart Yrrmoet! to OW2O02 tt r P2G49 PRFPAReTIrxl WORK INCLUDED TH. vark .roll cPrar of fumiaM1'rq N pl«irq ih'_ -i' orre sea a mPretd p , rtwha0 p o- draw ptlm Vvahm a mhrw;z rwrsm wriou, - dlv ksa raaeae w�eh aPalrr�ca-.roam-.hPan - tM v r m ordPwta by ek Eryirree. Cn1STRUCTt 2 TM I,— nrdaa aM1 be Plam - a propo-tl Pnrca udU+ - ePPrevm spreodr bra r by ux d dhs at4owd nreclrmknl am'rq emiprsd. OunrPiq direcllY m �ro wbpem wIl rot be p-nillm. A W1ldoas may m uam in live .e r bv< avidirrg t pwhbese ial is t .t vlau m tM aratl bbme vH lbr < m Iran tM rwdwhr< it wm n:.i>i aawailema. S d regmi- «cr dV:q tM a«irq er fro wbbow, tM CmV«tar .loll be r.yirm b snow Tad W «< [M mdsial r mmiwlda it -11 miform Pmirq is mtoisd. r I if mmrwt below wbpode becanrer. nbrmiam with Ito wbba.e, rr.ul n m vrpct<amle Product, tlry mialre -1 ba mrovsd eel 1«m orb wbbme TM nrm.rwrn lift twcbsa fr all wblma rrwtrr WMra tM f 'Nsa two h IF [M subboz I. be>I^..yaat« Ihm 12', it led putl ran tm rNoll Mitts dtyG Mal lhirJasas. n tiv pl«m+M1 d IifY ell ih jonb atebgsm m Mort " hn. Aftr aoch lift a wlpma mdsid 1> ebcm it .roll tin tPrmal<v camprtm by -,I, udth m a0prauad pow_ -it- w<igMq rot I- I- 10 taw r by mho mHhtla epPrwtl by tM Enakres. A prat atoll be uW b ratan a We arM aura w ac< duriq trrp«tar. An rot« r dgrearrw food drip lM unpeclbq Nan t, 1 with mdit - wbbma _i r rwrrkm, etl tumP«tm law oademity b LM alirn pvae<� rrew-a i w m tM Cm Orouiga. f r.yitl, alydl 'fmnlY apaim M wArboa. melaa> rwriq ump«ti- n tM .,.wM1 rrecemry r «aver raml:d.tim. HMr it b netsaary b nankin traffic eve fro wlCme, one roll d tM widln alrall ba caw tin m a tics TM YdI vdr crostrvcti- Nall M wbbm. melees Arad and rr.a«tm bdre apmirt b Vatic. 5mwq,mt Vatic dvnage b M motsial slat be mtiraly LM Cmlroctr'a reapvwidlltY. If tM wbbaaa bees ;ta N>ye, [M Cmuctr Nat keam, rearms aM carpel m roconr TM N d aeh .«lira a o arrr.g aamn of w,bba.e Nell b< laPVN rr a a.t-ta d apprm Y i5 foal. n lM .oral tM pro rt aleuldrs ra b re.an urw+.dr wlrMw s mho maipot¢d mmaria 'Nat b< vka:ae n two nw>,dr rw dtar f:q1 rema,ry pay.q b Gmd:m Raw,i-wk. Bad To- aabbaw rat ns<t tM rolbw:q rtgdrmamb• Prurtage by wdght Steve De pip-, a T 2• OOi Ne. 4 90i - IOOx Ne. 10 GOL - 9oL No. 40 20x - 40f No. 200 OL - Oi Dsrw Goam GWId Sles wbbeae alai want tM rellawina pma.- r ir-srb: Prcrrwge by weigh Sieve d ir..ra Pmswa Tot-.. 3-1/Y 1- !' 90i - ODR 2" TSL - IOOx SOL - Eox LOt No. 4 ISL - 4m No. 200 Ox - LI F9ml nietl Grw.l Fr N4rbaw Hal m..t Ur fdlPukq rnyo-er.mta: Psc-tape by w.iaM1l 2.:rrc_ II/2" 90L - IOOI 4 9� - I'm Ne. I- No. 2M Gavel r- Fie GWirel a wbbme atoll mxt Ilre fellawiq rsyieneKa Prcentage by weigh Pma:m T 3/4' OOZ 12• 9zt - oox 3/O' OOZ - 9sx No. 4 SOx - 70x Ne. O 30L - 50x No. IL 20L - {Olt Ne. 30 ISM - 31. Ne. LO IOi - 30L No. 100 SZ - 20Z Na. 200 2Y - IOx • .2 fYmtrr., m wpaind by Frmk ht. wNtvrrb CarwVuctim Cop o- •Slv fVr• Agpemt. �o- port mi.m pas. am d.w. pad.d a,arrsa nos Noll c�a�at d lam, hod, wNW albs r aualad pawl. TM bladiry a -hW raker vd c ohm peal mry w pernittaa III q if, M opNm of tM 'na, tM mdrkda b M b1-dm r¢ opal Itity and. renMlibt.. TM 1 Pprsaat. (r«ties atoll be sit-, IiormlY pmtl, eel rrrrbintl n h proportion I(+et tM nwltip armati- 1> m alder mow. TM -t,, Mall M rw,aob1, i from dirt, fanauimgwa� tarot od Pq wwch rn aWc ty wank vtl alai mwt lro PERCENT Cp HEAR: Nlrer tM cases atp.ade is canpoam d rrraYrd ales r wHwd pawl, tM promo a war a tM agp.aa..tau ba Trot rare lro 35 whin t«tor n erco-dvsa witty MSHTO T9L r ASTn CBI. WM1m tM appapd< M Prot hen teal- n to -ea-t Itha AABHTO T9L s y.STn C131. Fr«m Fo-aa. surer o-valcl p is vain, m tat 50 psu,a oIF 1tra-atrial ceaw llm Us No. 14 asw frwn eaM1 neoekpil. N sMl1 lover ult 1-1 err. freto-m Ira. Thn and/o- Elwgmm Pgees Not mor< thin IS --1, by .ht.' of tM erd/r alorgaW l th,, M. 4 1. from .rh H kal< Nil cam,.t a llvn o2lsD B1TUI'tlNn GENERAL- All amM ask rrid povirq atoll w(orrn b 1M laleal�tlim m lM Vrnwnt A.=Yrd TrewprMtion'a Sbdrd Spcifiwtima it c i 02020 Fi �a�C TnPrynr Ilu_ aN WORK INCLUDED TM CmrrciP' andl ba raaperdble fr fia p-miry, Vipao;l'<q, aeed;rrt, eel «bhliala'rq o Molthy po» w;[h:r fro unlr«t Iknita r m Mira' by lM Ena'vss. Raaladlm atoll ao,r wiMin r dry. a tM tore LM u.ork is remy w r.m,w tap.al. GRApNG AND TOPrs01LING AND SURFACE PREPARATION. wlwe ray'rm, rem b M fkkdsd with opal stroll M claes0 d ell .taro, tibia od mMr kids d rvbbiN. Aftr ro leK tiara traualR w VWr avbpme eq WprewO by tM Em:sr, typal atoll b< am b_<m to d A• e.< auww« b<kn •nm< r- wry, rod Hal be kit nl . 1 friable vgiQtio e All topal atoll b< fr« iron I, crawl, rmw rd ,loom. T r . c 1 -.;w a . IF- - licdim d frtl r-, line, arms fetl ad mulch. -aprmim mvy cram wMN wall a«e tM lkrsabre, It-direst -t wtth tM wit uW wNch rrste lM approval d LM Ergisr. FERTILIZATION: TM Fer _dal M e abdo-d -tip pad. rrilizr and Pall vlfrm b iM rap;rvrrmta d �ro r e Fa1'litr la, Dr .- IF tM Sl-1 W d LM Aamc;mbn d Of(ca Apiwlted Clsnisb. y frtn:zr, if vW, 1 (mdalW n rreu,, <bm, aedm N Papr�Y lebelm baps rot ertamiq 100 powda mch. CAr<d r denepm frtiliar b< used. Dry fsi'litr atoll rmb;n rot IF Vm IO prceM1 dVegm, 20 prcml pMaprote, pod O petmM1 fMn I�Wplge m tM rota d eso pawda pr arc. Livia F IF aatl :, I:. d drr trilrts, .Nest be applim kr 1r2:1 rain with lro mirrwnr rat. b kalude 50 prods d niVeg.r, MOO ludo ploWhx.. Pd 50 parrrda a potmh pr are. TM lirreslss -1 b< a ralutic s dokn.iic pwtl lnreslarra trrlr'niq rat law thm O54 d Lela � � al .e �pmiw) r.aa�e �e�tM steel . er t�i.e batocMai�- fl Ap;adwrd ChmriW. TM Ikrotes Nall ba fvnieMd n ..elm eel aWa-1Y 1me1m babe rot eawdp too Panda wth. corm � d�aropm� Ikn«bs ddl rot be ecWlab4. rM lira« Nall be Wpum m e rob a I Ira pr o-te o- m dicta. Pellmirm I:rre n rerwwdep. SEED WINES: TM apxiFic seed mi.ea be u.l;zm Lava praJcl re imiwtm n Smtim OI010 d lMw 'fiwtaw. Ail min« rr Ws. proJct w ovalmle Iran L.D. aiw sa.d ce., th'agh IeWI msvlwws. Ikbm n1. ne. uw s.aa Z H W idx 31504 [� Croepiq Rm Faxua 31.25f 3T.5 (Ks<u Jay duepma�l�) 31.25Z 37,5 Wmtc rk<dY), P_.I Rye firma (Vr. aurw m pPnfks, r1rMMl-, r ...dir wicum) lo0 120s soda ni, r L,�y waieM pp�rrA c n.Q M T.1 Rm Faaaw 4r.Oi M Fexw G.Ot 2 R.deW Ito 42a earr.r>veim nip LM. Live Sped i By tY1_A2t B 35.pi alp Gppird Rm Fecu< 2l.Oi 23 KrduckY Blveara« IS.� IS Maul IRio-C I. I ye firma (Vr. PsrKks, ftmlroltm, r a:alr Yri«i«) l .o OL Wwb cb.r D.0 HyM1latl Begpw 10p - All wW Nal M a It n -,,I vd-t A mtem awterrmt a --iti- frnr tM daalr mum be admittm w tM Ggkre�(r WPavol eel M tpprw<d a b cerYnrciq with trdiq oproti fly tM wad hen boar .paid, loon ram andl w Iigwy rd.m b mir ...d uwth tM veil N rollm urith a IigM-weiaM Nlr b lM Mgfctbr d tM EnP•sr. I'RILCHINGWitlin 24 Mira d rcaUm a fs.lizs, Ikrr. od aetM vrace daI b. m,kMd wleh MY ma.1h1 -1. "1 train a more hay paper) i row roan Naerp firma. a.b-I. r MITT e.bl. mares. a M fr« rr-r ra r mole rw aw�1°a'M «trot.+e w tM E.gkr.r spramiT by m«hmkal aprmdi.q dwiva moY b uwd if ppprwad � tM Egi.rear. TM aPplirali- a mulch alydl be more n wch a orator l L Iwnpa vd thick aWI ra widad. Whin derrrm rsc<wrY, mulch atoll be mcha-m by o light cootirq a .h r lr« broclaa, aw a .take, .axre, rrHlkq r .her metros WpoYm by tM Etrdksr. HATERING AND PRESERVATION OF GRASS C ER: Al. bars TM W. covc sroll ba irwttm .min by tM Itmisr vd CmV«b dnkq LM rioth d my ...-kq crop..- a Ito work. Arty rem wMra poaa cram Iqa t drmnam paperlY -whoa lM ao-iae b be- woshtl a dvnaatl in Y way aM1dl ba topwlbd ad r<-seadtl m bens. r�T-IL_I-P;,F_ PR alAST WORK INCLUDED, Ali Wo-k of tw wclim iroltl<s LM fwn hkq alb pl«ire of plain o- TM CaMr«b s ll t linrarced cmcrab nmrolaa vM drW mmroW b Pis-ud veraw oN riMorckq .1-1 for all wok 'rdgattl m tM Cm I I tM dk.ww'ur pW m lM oraUma >I'awr m LM Cadtact P'oakgs, -oun r Mr by � 5, a ifVOUam r hreiMlr waclfim by � Enpirrar, rakr(rrd rrsaG m ,I aacti>w Hell ranfmn b tM Ia L uv>i-� ASTn nATER1A— TM Cwdreclr witt w wo 1 10 days d ar-+q a tro CmV«t, a al d ell materas trot M q b a Spc.ntd"ew G 5 r AASHTO n199. beat- B faetiga be PlPedrq rrvrre meof«lrra � with , ptl tM rr-s d tM rawM w uwre mfrisk -,, < , INI liatm n may a ra with H-kt-pI., with Clay vYr pre -Tort aW dell raawm b tM drr.mrarw rdimttl m tM pkrw. tweae spci(ca tMaCoN«tr w II b< r.ykm b Iumidr rwceraY vrrP shW bnuinaa, 1;Hs. r raparb b LM EYq:w SMtvm Nell be rarwVvewd unU <Iw B rarcr< n d<nrwd n Sa.an 03300 a rCm,mt. Fbrtlad trrrmt TyW II MII z Sp«ifimtioa. In.eta !: aaw.r mmhele sMN be m aMun m m> vd dan11 d gHMnwe mMnawti atoo-wa , ctPmrMe t kc dc4 AA MPtl me lma'ri(swdm Frmanlrm. aewu ad atoll bce ufad «bc,luAarBwTlny fBo-pcolticwmcr¢w b eaaure tdafwkare mtdwbelirIlrevrngcdblwbdvorrbl y-.trYic cV«aro«not the a t.lry1 hoedge yll abe pwl ht1 All un an d sa,s marrol«mat ba aim m Firs Apprepda: !> cmwla work Noll ranfrm b A- a «i( i¢n C3! -igh sdisf'xli lm klle MFnrt li- -11. >Vucl the aholpl<b¢Y ururwed�aN r.bI pW >MII M tarrrPoaed a clew, bd, drnabla, aalud, rWrrpl pans, free icon d11, pun etl 't, At mWnW Hdl be prpidtl wiN wl-ir- mrdelea Fronm eb lawn m Tarty Agpw Corx agpagob atoll be clam pet<I r avNvd sirs am a.ar s«u- avoid. Allra b ba ymd.d rwtn ravel ptgypepyles abpa udth pad. 40 sbe rx1 1n rremmt. TMz abp will hoe o AS I�marb TT Spear 'm C33. nmkerm du appegd< fo- wdw, NavcWd ado bmm as mlwww .tell be 3/r mmi.r... re mwagm< fr dMr ac L'ptwck aM t t,, Mrrr dell be I/Y. to L 'bl< eap<geb, mrr;.rsn pll-aM sV-alh a 1.500 Iba. hamt Tiara o-d time fr modoln stroll trrem w Asrn sWc;r e.m ore r Msuro n199. rM Pip atAYr:q n lM mmhrle riot Nal Moe a mH-in-P foible gmkel s - emiwlag acardvq b lro move. .roll be uam e.cepl m dkected>py �ro Ergewr. trot Fr aW i1 m app- Junta b<tusm nrWgla by tM E). sri -Ft I! TESTS 1 DE51GN OF nl%EST T«tip a Carore4� TM C-Vats too 11 Oay;wr, cs >hdl be TihI. Butyl joint >¢dr (rope fpmr). rM rtlmrol¢ mlv ironea MON ( be w Kcal me ata bow Irv. boot lvniah b tM Erq'rwr m Ids am «p.t -v .orlon d wrrme obYa d lM oat 1 -ly fro catty prop cwYrpbtad. « alydl ba wna4vetm b Rrm< wtU r.cmt rri..r Mir a All kgrmianb n tM r sl Rr m aprjFrtl wAI teat. mode a ro dir«Lim d LM Ergksr Nal ba periam.tl m tM Cetr:b.a «pmrx. r mMll< un Mlm aMllapwem irdd< atl w wittyh e.Wndmle Pwt. All 'vrwrt bnckusk fr _t mmMl« atoll mwt tM rq, mrmt> a 5a.m rn-ee (3) wma :. ee.eae d the time wlrm LM a«iq d iM <maala oral. w atpacttl b boon, Ua .1 dic s dMl MPnr lM Epirlrr m wince d the vwae it-mi-b. I( d}cod by tM E•Firw-, tM CmVcb alroll Mellor wnpin b ouch Imorday m tM Ftgnsr nqy d«pale b permit tM nrekiq a p3402 r.eceaary Wb YiORK INCLUDED: SMI i.rtlme tit urark seY b +WPIY sd PI«. ca.rr uro-k, fiHd Wl cylktlrs Hull b< nrsds and corm by Ua r «b n xurda•c< with ASTn Sbrdrd C31 r -TO T23 od n tM rernOr a !w iron evvy pro r Pet lrw'mf. TM Fw (4) rylkrdern Mall tin N bmna m Haan m tM <-Val peainm. TNs mirakrde «c,wW'm� berknll ad all atv rayirm oprdimx b poorly klstoll tM mVh bmim. takrr m lamt ,t tau (2) dlffrrrt tiro« durkq 1M pro. TM C-trata alydl elation Lro cYlndrs '-fly b wch balky IaberalarY m tM F p;rsc rrlay w Galin beaim andl by cmatr«tor a rninfr<tl trY.aw ad WII b. prwidad with cmt nor rmmaa and odor m :+dimtad m us Gaxr«L prau:gs ad m yrcifim n dssgrota. T tirq a rylkdrn n W Imo-alrY nroll be deo n arardvrs udth • d:d e3a r MSHrD rn. $a.m t p t, Pr<ra.L Tiara ad bow a«tims atoll tanrem b _11 C913, -1ASTn mitim. Frm.m Hal be aw:aM w arm¢ wile p«a.t re,vram .;>.r rna. and Hon 54mp rvKa Nat bs nude bytM CanVactr diacbd by W Figisr kr b. n di-sn .toll d mays. bob Mtud alp« vd «n barn bow s«um I witit h HaM wdm beets Tar alp« wtr r rratr od with urrmt n dorm wiN ABTn Stodod o- AABHTO TII9. Slurp alroll be betwsm a ors (I) bah mneram ad fro (4)4) RM nmrrrvn. meta (o- pion Iran trot x' n d:erstr, anootlad m tM :a4 off bolt W wrlh o Malty bwd d «u.s marts - tM wlade. rro C tr will II raRrir.d to r-, o nlsdrd Muni, vs od rm b D< kept m �ro jab m ell times. BWnW Han be takr. M tM Cm1r tr ad wI- by TM polity Vanes atoll b< set b fia arm. ,lr dtr tM baz cpr.x p kq 1m tiara -plebd. rwar tM Ep'n acradoge wiM •Bteda-d itsUrod d St_ trot F- GYaatrav a pnbd t C,>seb,• ASTn dr;paad C143 o- MSNTO TII9. Stvnp t«La Na11 ba Wade m Kh bench t«ttl. Air to d air -Voka lCl M dntrmD ntl 04110 (W.fOrRlFK v9NpAmaNrri.fitibrbadKbnrowM apakrr-s w t, 1hit n An 2d3w1 T 2Duplarta - ll W1 al M PellyM b LM EYVL'ar mth era[Ir taW poky dksctly b lM INCLUDED. TNIa actfm prtakw b tM meta;d eel mnthm ryrksn-b fr me d motto - d«k r trite Crnreta. mica dal ba IaJ n rmtr m deao-r'bed in two actian� -law apalnmz. TM C,.trcto-, n c-jugUor with tM Ergir alai ro FY lM i FI P d t tmtkq nATEPoALS: ftrtr vW n mme<y twutrvc.an Ndl III, highly PI wIU high kbeae' a Iwel 24 Iwo kr mwr m t¢ Wprmkrola Ik F Cw:tli• 2 r 3 Iwra) d tarcrale Fl _It ra ¢«h rw wlv. a tit 1. awctad. retad: ity rd alai rraiH F by wlr¢tr. I pot Pertbd Co-rwM1r 1/1 pot I/4 prat 1rYrk'am Inr putt' rd 2-Iy4 b ! tkrraa tM win a Llw wlr.n.s d snort rM crdreta dal w,ril wwklr r.vrl. b w Errpwr era krdapwrdmt rd I:rre PA. (r -, ni.we Tray be mjmbd >IpMIY rr w .iw IabratrY m bbl arrant d <evau plxad dr,rirq prscl'tq week, aw edicdiq Crnmi Shell b¢ a Prtbd Csrre+t a Amricm nakrfe fro r nk bcaLbw. ft i, Iaast raNdm a fro ASTn Spxirgdi- G50 r AASHTO Tito, Typ II, eel ba 11,b a a ul- appravm by lro bgiha _ 4w me/arq,ire LM C t>, m K. lM He � a tM pewI, h rtreds by - Los: Stall b a hydrator wpt ulciren Ikna cmfannkq b tM Nest , a l irtivpvdmt h ¢aaderen udl(t [M '«St-drd nHroa. a IBecvrbq PYwrnt [ro Tmtuq a «:Worn Sp m.aere a ASM ed wottr.ifiratim C20(-$5r Typo B� Lk.s putty alrHl M o aUfF : IlydvW CrrV24 it Carps«iw pd FI egtfw' (ASTn D«igndi- U2 r M51lTO TI4) r GrWtr 20 d lM ramrg ACI Bdldbq Core for ReMwetl Casale An 310, m nrvy b rq,ired. TM Wtrb Is «eWlabilily d tM tarerata lM lettr rat a tad Ties 012n mar pv- theain, eel etwtart< Nal M q.itl (ran lM Ftrai•ra. Cver.b fdliq b r.rael raarimrmb d tM CmVet Oocummb well law rrolem d lM Corltala'a eepsrw BTRLrGT. RFA O.ai- minas will be Fr wen Lyle of ewvety ad - iNepadprt Wti.q YIORK INCLUDlDr TM Cstratar atoll ppW rd imblt trick nrmw<y whma krd,c 1 m tM plow o- dirclm by Val EI,,,( r fr corutrvctgn fr fillirra a 1..1 focilltY aca.ptob b lM Epksr will M ytilizm b prspre sd raprt proppsad a d«;pr m ho. will M peprtiasd by cI- labrday Vw belch o- R.14 modal. nrrte vd for aiml r uza. «Prima --. "okra _Maids b be <mpbym m lM pojal Fr each eb« of E«h trick atoll be u,e.rd ad tvnaabtr bsddad in mrlr m it, boon, s;dea rM b rayird. TM Carrlr«tar will -a-e oat llte rew1m a Kl 211.1 ale ramp litl with od raprta a min drips will M a:.bnd tm b tM IE- fr Wp pd> kr aria Wren-, rare ba"rq okra b fill v V jant. Brickwork Hell b,, well bedad Pd sin a doll be m cbz m aorta. Na brick mmaey .roll ro Irtl n oar be album b I trick elan A rrur<te dal ba d«ovd m v.otatiglt tarcrnb mi< n ranfrrwra with ab11 W rPprd -Y - mil it d 1-1 24 bra. No mow•ry -1 be ids In trolly weaUs. IY aacaptm atndr All w ids uam atoll be aprt- m pmucA a we --ram mil sWa a wgM1 dmrty rd mm'rr>rn rWmrkabilitY witty m Too bock vain camtnrct nvrb be good aovd, -4 ad wmly Wf -1 - b bu..sd, remlo- ob mifem kr fvrrm apecirgd M-day vnpra«iw strrgth d 4, 000 rM rcnmK vK-t .loll crrfmn w AST 5Fcificok'm C12 AASIITO1 (meat od alai bei tyi. a sL4 Ib,. r=1:< rod wn mmknm, wa - wtm a��Pw• tort doll be L (( pram[) nose B rarrrebc"It .n.rtbe a r b wilh Gma Bs. a mnmvn M 4ry _Pr hive at/ ,,th m 3,500 poi. Brick mmwey sroll be Idd n Prllad csrrmt matt canpoaed d arts pot WINING, PLACING, CURING AND PROTECTION. ni.irq, a«irq, wino ad prm.cti- Prllyd cr.ren aM two port d sad, rrramured by wlvna, b wwch rot morn thin 10 pa<dn a lime aro11 be mdm fa each bead TM crrsR sMll ba slat c-farm b ragirvrsrb d stadrds m liaf.d melt •G-Tel•, Ws • clikdlm, vd b atlplmgm a tw. ane.m. Bafo-e poi ell a.br:s, m peciFNd n Batim 03300. Walt Fr mrta .roll be clam ad -Iy m rYrrar.rt bIt wi( :M b ptlea a uskmle motto slat b. untl. Warta sroll b. u.ad witMr r. b M rrrwad from tM apes b ba ourpiad by rarrreb. Dp rrm crrrrela m Irez- ax tar fren tM Lima fro cart-t win moor b tM mi<. ppbra laud. Gma.t. Noll b,, thraugM1lY t__ drip alarm;- ad slat ba The aed it mortar fort trick rrulmy allall b udranalY 'mad, cl Ivp od plekq tbougMY vorkad nw w..r ad epW d irons rd ravel nnfrrarrml by vas m p'"s bgr br will pma a IA keh meNr avem. d apadeo. Ytrdaa sro11 G url b pet ell mrrr a, but rut m.l ruv is n fiat plo-a. E<Vo-ne rap doll M rwaillsrruldly dby pmitim dab lolre flat Wtarcrab wnl Msbbp 05550 os uaP Iro P-pwt- b lent __1Lrawah wwch it adrds. Vibrmon Noll b< Trot usm b mew raror<w. NCMiK INCLUDED• TM C-Vpctar shall imwU mmMla frrrr« ,M ours m Gra¢4 atoll be wm m falawa: N-izmwl wrf«e atoll low aunty rd stalky wtlrsd Pd a locptire 'rdirntm m tM plms r m dir«tor by tM Eryirser. Pavel WpMd. 11olOkrg iPms n plra win c itde wkq. IF -It- by tM m _;1_'unfreb doll be immmq ' cured- f: IWt10.E FRAl1ES AND CCNERS: nodob frarss eel cwrs arol m dal .- - 1M Lv 1 I r Il Fr-ss ratl uur> atoll be ,F bdara a lei w dicttl. . pro, coal it-. Cmtp dal be M1ve pottrn ob row Non nova. Barirq R Holt M lM Gntrebr'a r Lility b v Fr«h aoreata F. fro zip. Osb'la a <wriry, Iraacirq rswlY F- trs<b n rota wort atoll Mac« d( �lol. rr-rm eel raw. opwat s«h a.c ahoN be nr«hksd w "w raves 1 il<rorrtlrorrt that -tin e.rrelfarrae. All sin rmbrm Kroll be W r.Ww,m with lM Fvrprrr ad atoll be wbjct b Iris r3p•'mal. lMrognly cleared eel llron taal.sd wiUr hd tr Defoe be'rq ealiwrm. Frersa eel caw�a doll be NsrM, LaBo--, r - apprerd ayd uriU Wavelet rwnrbsa m w d abn;r.nn, oral.- a .<tra can,M, l.aptird a mms'a>. aubpode U Total:-, pmn. -H emrkra, Matti erelwr,r«, er'uI rd farm rergvd rr olio' raruratkq atoll b< w wllnm n RrananedaA Pr«tics fr Cow Idemly daawaed m LM Cmtrat Q-awkrm. nerrola taus Nat be m d. •Sour• s b^r-Saws• -'1<e1r' m raNihI, TM Gant/atr atoll provide wplar-oral LYW nsrrole caves m rotor m fro plus a m Taylor by tM Brtiror. Caardkq ACI 30L. If mninrrm trrr a«re m npcifbd n Tmb��.4e CATCH�ASIN GRATES: Catch basin m« Noll be tin' lad fro C-tr«t (rrYP vti manb:r.di femaurti eel ate Ei l (r nVeturd t .loll M WVpptl m LM C-Wcwr rm wlgfY tM Ftrpkwr tMt vrreb hop dwnar m m P Wa Rounys. Kt a tM rgrkvd ?e dry alregLM1. CLIEANDUT FRAMES AND COVERS+ Cl (Tors. ad cnvsa Nat by d to h, TM CmVctr Hull ward tenprase driv m wtliroa n Propozd R«ar...wre.d pralk. rr ale ltwllrr cevauq ACI 30L. Tort ;rm. Cmtiq sroll be live b palan vd row roan (lace. TM h tlboi r .pini«a d asue rrmr<a ad taw. agon.t a«mlrr Hell wm«I:.rm b dw ` trot usmhs, terprat-eAa (3ra,MIY a«m mrrr.l. Mall ra be dlawed b tlsa,gNv <I.eoe od thin railed with M< ma to Mfora be- d<Uwm or2W WORK INCLUDED: TM Cedr«tar atoll be r<apanible rr (wniN . - iwwllnt Wit nwlakn a lM t ' wca.e.a eel in tM I«mina m - h lro tDrounm r m I gird by tM frynaar. RIGID INSUTATION. KtN lad k plyalyrsw iravlmim Nat b, fmdaM1m vtl nNollyd. n lM t " krsw ,¢q n t bcmiw m slay m lM Cmlroct e taolettl f�wn aov<a d fire r wgh Irt4 stave pv>tyrrr w a 1Agh1y TM Cant/«Mar it -9. ad mo:rbn tl-aLWwl tM -j-1, «cepld•la uwnlry air«aim, eel d a m ml tlpr«; ' trecuew, and deq lM tamlr«Lar eel dotty subs, drrt�tkq Ilre Val'fk <ordrol rood lM ebzd prom. a Ure IyMey w thm M te.rPrry ..tam rwb r rmW dal m i.eitaba tI.r1Y trrarghwt lea r tM;r r.u.a Irglh. All berkadaa, d IiartI,, taraarry aiprola atl mlv -matiw 4viran carrform -h tM raua m Ladfr.n Trdr finlra D<rrit« rr -1. as H;gla,eya PAn by tM U.S. Govan t hirtiq Ornea. n tM eyed the tM CmVetr rrwlab b wLtar«till' kww11 od manbn erratae a oahb, .Ipw, as dual. m ram- by tMitra�r�ia� LM �ka: mry ira.a Iw are :.tawtirw mma ma fro m.e a be «tor .rn M maw« aa. tM ean.etear. Wh- crwVVttbn q suaocrdnd rr 'm rwam, tM abtl-d beritod« aW >ww Non x «taNi.nm m e aen;-Iremma+l bmia alb alrall x rdbLt>iam.:atalm, eel sragm m Wp•awd by .a Pgk•ar. fn;QSt •Pt �v:t`Na 7201eo:. . p iwW.a . <SS)gL1AL �•`• aaa`�! RECORD DRAWING PIZZAGALLI PROPERTIES, LLC MOUNTAIN VIEW OFFICE PARK LOT 3 SITE DEVELOPMENT X Z M %0 " 1 0 m 0 DONALD L. HAMLIN CONSULTING ENGINEERS, INC. 136 Pearl Street, Essex Junction Vermont 05452 EV, ��PQi'y`yP • E'�i: No. 7201 LEGEND '� COMBINATION POLE ® UTCH BISIN U POWER POLE q HYDRANT O TELePHONE PQE W GATE VALVE 0o LIGHT � MONITORING HELL O SUPPORT POLE %� SEWER CLFwNWT }�y BUSH O� NATURAL GAB VALVE y SHRUB � N NATURAL GAS METER TREE c SIGN © pEOID0003 TREE O HAIL %Y\ ECGE OP NCOD" }� FW. POLE —-- EDGE OF WETLANDS - — — — — — - CONTOUR LINE El CONCRETE — VROPERTY LINE MONuI'IENi ® IRON PIPE FOUNp w WATER LWE A wRVET STATpN 5 T SEWER 9 SEWER MNHOLE —D STORM SEWER LINE O DRAINAGE nANHOLE —G NATURAL OA5 LINE m TELEPIONE MANIbLE —i— UNpERGROIMD TELEPHONE 0 ELECTRICAL MANN0.E E— UNDERGROLND ELECTRKAL C CURB STOP —CN— UNDERGROLND CABLE TELEVISNIN SHEET INDEX I OVERALL SITE PLAN 2 SITE PLAN 3 LIGHTING PLAN 4 EROSION PREVENTION d SEDIMENT CONTROL PLAN 5 DETENTION BASIN PLAN d DETAILS SITE S EROSION CONTROL DETAILS 7 WATER, SEWER, $ DRAINAGE DETAILS 8 TECHNICAL SPECIFICATIONS 9 TECHNICAL SPECIFICATIONS 10 TECHNICAL SPECIFICATIONS SEPTEMBER 2007 REVISED. 11/13/07 01 0 t cn c) 0 q< �x c NnAGALL, PROPERTIES, LLC . _ w . .. ., ., w/ ' . . r . - _ > .. \\\\\\�ij / / IEAT OFFICE PARK. LOT2, 31.74 AC. 7: PF) DPP .. . . . . . . . . * .. . . . ._ _ __ . . T� . . ..... .. . . ....... -7 ------ 7' 7— W-'RET154T D • .... . ..... ♦ NOE PEA �LI ------------ PIRPIOMED A MALJ-l.-=RTI-,.LL. 10 3 ■ CLASS U j AR64AECLOGWK Y SENSITIVE AREA VT-CN:Wl ANID 32' NOT TO BE D*TILRSED BUFFER WUE, INMT ZNCM FQ E AROUND BUFFER ZONE OR As BI« DIMING ION . OL < Pg�ZAGA IOMETIE-o �z %VIbJ RK j \\ LOT s, B.o:Ii iciis THr. CONTRACTOR 5HALL NCMrY 'DIGSAFE' AT WARNING: I-da8-344-7233PRIOR TOAN101�A ION FATALLY TOXIC GASSES MAY III FRE5ENT T LOCATION5 "ICH MAY Be IN THE IMMEDIATE IN UNDERGROUND PIPING 5Y5TEM5 VICINITY Or UNDERGROUND unt-MES. ANO WA5TE 5Y5TM4 5TRLCVLJRE5. c LOT SQE TAG —A sull-P,NG covERAGE o.0 A.. VA, PA w. 4 mlw COVERAGE SIDEIWLK COVERAGE 1.17 oO3 m I o.4 TOTAL COVERAGE I.54 K. ".o Z ,NCI "0 - INp/3TR— 4 OPEN SPACE —mTI,- PRW.-M M SPACES LUM PIZZAGALLI PROPERTIES, LLC P.O. 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OS 9 13 t) % all ob A c. 0. 0+19 65 IN 015 1.11 It A A 012 DA( 0S 17 1.14 1.11 �161 1 A 012 0.13 It) lb IN I It 15 1.17 A 112 1 1.15 11 2 0111 037 A 019 A 01 0.`6 117 1.18 1.17 IN IN IS 1.12 Ila Ij6 d2 1.12 115 0.43 all 0+ a. 4 .10 i� 01 d9 Old OL 65 A 110 Ila 1 6 IS 117 lil 16 214 1 1.15 11 .14 :�14 113 .15 111` ill OF LAQ I It I 1 1.11 117 Its 110NEW BOLLARD �.Il U. l. .l, e" t". 14 1.37 1.12 1+§0 ZN 2to I t L� FI RE, 102 129 1.45 1. 01A A Qla 012 011 A at 115 AS Ih 01 47 III OU U A oil 2170 219 1.19 119 4 15 OAQ 013 117 IN lit 11 1.10 017 057 0� 019 418 2S 117 1& 11 1.15 119 1 40 all A 112 116 I.& 14 III, I 016 d8 IS 117 IN 130 110 112 1 - rll ; 11, 114 412 A 2.14 1.17 0. 1 1.17 :2 A 'q io s A 017 010 all it IN 1.10 1 017 Q% 112 11 11 III 2�14 IjIU1 �1111 x 0.79 1.06 111 .151 &u 015 ds 316 219 018 & is .13 01 .17 A 059 0.14 16 1 2-b 215 21 Ila Ib IA9 5 a, at 12 A A 116 111 I.I olo 'r WILDING --TED LIGHT FIXTURE, TYP. 01 A A ON 417 OA4 019 .11 :S 1 :11 111 I. 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't N1 x, cis ob ob ob I .14 11 Ib IN JAZ IS 116 A a, 0.15 all A 115 il 4�,Jle tts i4d% .+m Ill slat *,to A 16 :S :Z :,Z %'-7' X 150'-7' J; :51 01 0 S all III IS U&I IS 11 1 112 1.14 Ok 039 0.17 (IN all 1.10 111.32 X, all ale OpOW4,16 010 oil A Er z32A19 QAJ 0.12 QiZ 0.1 JJ 21 12 On I ls 1 1110 2 9 I.Ao ou 0.17 a.. 111 1.13 'ta 62 1 5 015 0.10 A 2 I.A7 o3fi 7 .12 3 0. 014 014 602 0 917 Ita � Se .ig 1.12 115 1 .68 4 4 0% 0 016 On hl 1ob7 ado.17 2:k lit 3N 'N ob 11 0.16 DA6 a. 19 As 11. 0315 010 111 1.14 16-A 115 &Ill 625 A. -Al 7 11 944 1.18 1.14 On 9 1 0. 31 IN AsS 13 h a16 112 Ill Ila 017 0t) 1.13 IN I 15 214 lie IS , " - _4: . ... . 014 A 010 A 1166 IN I loo 2. t ...... w 12 017 1 010 111 117 1.+42 US .42 016 7 S 050 OL12 52 ---------- - 'k O m LIGHTING STATISTICS DATE OJD(T 11-1w 1 REWSIONS C COWEN-___F PARKING 4 WALKWAYS PARKING PROPERTIES, LLC MAXIMUM :01I.Iq f� P.O. BOX 2009 MINIMUM '16 rc SOUTH BURLINGTON, VERMONT 05403 AVERAGE - fc c: UNIFORMITY IR"AITIO PROJECT 11lu zx MAr---O NEW POLE MOUNTED LIGHT - RUUD MAC2417-M MOUNTAIN VIEW OFFICE PARK 175 W, METAL HALIDE, 20' MOUNTING5 HEIGHT LOT 3 SITE DEVELOPMENT DPAIIING 111111 MPR 41, NEW POLE MOUNTED LIGHT - RUUD NPR2417-M 175 W, METAL HALIDE, 20' MOUNTING HEIGHT " 0a;"aa"" LIGHTING PLAN jk NEW BUILDING MOUNTED LIGHT - RUUD E8407-D Su"y MRMISFD ktle 70 W, METAL HALIDE, 10- MOUNTING WEIGHT 100wid -7Hamlin 72 ft'llp SOL 50 W, METAL HALIDE 1 AT LOCATIONS WHICH MAY BE IN THE IMMEDIATE FATALLY T0%11: GA5515 MAYBE M5ENT S- IN UNDERGROUND PIPING 5y5TrM5 _Fngineers, Inc. VICINITY OF VNDERGROUND VTIUTIES. AND WASTE 5Y5TEM 5TRIJCrURE5. JPK We 2 14A 0- Consulting 20 20 40 GO .14 NEW BOLLARD LIGHT - RUUD HC405-D fse A-1 Street co 11-d- THCCONT1-7233 SHALL TO ANY'DIGSAPC AT WARNING: I-005-344-7233 PRIOR TO ANY CXCAVATION PATALLY TOXIC GA55E5 MAY BE PRC5ENT USE POND A5 TEnPORARY a r m `,� a a % r '` r a ,•, \\ AT LOCATION5 WNICII MAY BC IN THE IMMEDIAT[ IN UNDERGROUND PIPING 5Y5TCM5 9EDIHENTATION 8A91 VIGNItt OP UNDERGROUND ITTIUnES. AND WASTE S15TEM STRUCTURES. ^-- a + •• .. w . .. DURMIG CJ TjtVCTION / ...... _ INSTALL TCHPORART \._.... ._ •• 1 w " r a a _ _ r ' EROSION CONTROL FE \ SEE DETAIL i —IL ! ! x a s r r — — i " CANSTRUOTION FENCE ..-.. _. ,c r .r — — '• \ GQ APPROVED -- AT LInITS OF DISTLIRHANCf / / r INSTALL TOP501L, SEED, AND + m m /r •\ NORTH AI•IERIKAN GREEN y1150• a r « QR APPR ED E"L « r INSTALL TOPSOIL, SEED, AND - -^ - .... SLOPE STABILIZATION BLANKET, .... - / NORTN AHERKAN GREEN 8'W \ + r \ w _` OR APPROVED EOIlAL "'STALL TONG >< « SCE DETAIL , �L .- - 1115TALL YE�i,C c ., _- .\ ` — .__ __f `\1 - _ \ \• \ \ SEE DCTAIL i E ' r 1l CONAPPRRIKTKN —Al AT !" -- OVED + - - — - �`� \ - `\ 1 •\� AT 1-1-5ITS OF DISTUISTIJ RBANCE INSTALL ITABIL NC CONSTRUCTION —ANC SEE DETAIL/ �. r � rIN .. 21 � y I P—T—ED BUILDING i i ow V / �•,� y ivy y i 4 cF 1. : r \ i STOCKPILE AREA i IN5TALL TOP501L, SCE., AND ' `•`'-�..�, - \ t /'. I SLOPE 9TABILIUTION BLANKET, .. y / ,� I /' I - _ _ _ '� •y/ AT" APPARm�REDI�E GREEN SCI60 " ,• •• % I I Ac O rn COS i P7 30 O 30 (O HBO J Y9T I rcCRENbbNb PEq CITYCOMMEN Sb s I BY PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VERMONT 05403 cr nnf MOUNTAIN VIEW OFFICE PARK LOT 3 SITE DEVELOPMENT c nnf EROSION PREVENTION & SEDIMENT CONTROL PLAN WWM D lJonald L 1%amlin JPK/SOL Consullang (I, SOL JPK engineers, Inc. 136 %.,1 Sheet 09/t¢•07 E xr J neldan. v...rn..i l EQUAL z ; A V/ ® -< (u/ .�]C CD ..a m s Ld m rn - FERTILIZE, HULCN (N.v) C 3.1 .IN. I H"I 33 3 33J 326 12" TYPE I STOEIE FILL TYPE I STONE FILL 12" INV.-332. R INV.=329. 33 (N.y) HIN. RETENTION POND PLAN VIEW 1' . Id wERFLOW ELEY..BSS.TS S-1 OR APPP"M EQUAL TYPICAL POND CROSS SECTION NTS CHANNEL PROTECTION BLANKET, y1GRTN AMERKJ.N GREEN CUSEIN OR APPROVED EONAL M) CIAY MATERIAL, COHPACTED IN L' LIFTS ITT OF � OF nAXmm DRY DENSITY, STANDARD PROCTOR TEST, PER ASTM D-G . RIAL _T BE OMITTED IF CONTRACTOR —I.- TE SOIL TESTS DEMONSTRATING THAT EXISTING SUITABLE FOR LIE AS POND BASE, — I THE DESIGN ENGINEER IN I-ITING. POND OVERFLOW DETAIL (STMH#2) SECTION 5- NTS �. IN R HOLE PVC ILLED Ii END CAP FWD OUTLET AT PIPE RNERT POND #I ORIFICE DETAIL POND OUTLET DETAIL (STrIH#3 ) NTS SECTION A- NTS WARNING: FATALLY TOXIC GA55E5 MAY BE PRE5ENT IN UNDERGROUND PIPING 5Y5TEM5 AND WA5TE SY5TEM 5TRUCTURES. THE CONTRACTOR SHALL NOTIFY'DIGSAFE- AT I-W8-344-7233 PRIOR TO ANY EXCAVATION AT LOCATIONS WHICH MAY 5F IN THE IMMEDIATE VICINITY OF UNDERGROUND UTILITIES. PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VERMONT 05403 THLE MOUNTAIN VIEW OFFICE PARK LOT 3 SITE DEVELOPMENT MLE RETENTION POND PLAN AND DETAILS iM/BED � �ISOL Donald L. Hamlin sa. Consulting IFY( engineers, Inc. ola, f96 Heart SYnret 5 RI s, SEE P YPE III BITLMINOVS COCRETE BASE COURSE-FERTILNE, 4' TOPSOIL -FERTILIZE SEE LIRE, SEED, I MULCH LI E, SEED, , HULCN ENUL54FIED ASPHALT RB ACI COAT DETAIL 2' TYPE II BITUMINOUS CONCRETE EASE COURSE 3,1 (NN) _ _...MIN. HIRAFI TOOK GEOTEKTILE FABRIC MINIMUM 24. OVERLAP `IB' DENSE GRADED CRUSHED STONE (VAOT SPEC YT04.OG) UQTE GRAVEL SUBBASE SHALL BE C)1PACTEO TO 4 OF THE MKIYUM ORT OENEITY USING THE STANDARD PROCTOR TEST, ACCORDING W ASTM DG96. TYPICAL PARKING CROSS SECTION NTS 1/4' RADIUS /2' RADIUS _ MATCH PCONCRETE EXISTING 1/2" RADIUS FINISH REVEAL 3,500 PSI CLASS B CURB 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH I/B' JOINTS BETWEEN SECTIONS.---- 2. EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' WITH I/4' THICK PREFORMED _ EXPANSION JOINT FILLER MATERIAL CONFORMING TO AASHTO DESIGNATION M-1533. 3. CURB REVEAL AT DRIVEWAYS SHALL BE 1-I/2' MAX.'f' CONCRETE ' � CURB 4. CURB REVEAL AT ALL 200' SHALL ACCESSES SHALL BE A X15LEMAXIMUMFORMS. OF I/4'. SEE DETAIL ' S. ALL RADII LESS THAN 200' SHALL BE FORMED USING FLEXIBLE FORMS. dZu TYPICAL CONCRETE CURB TAPER DETAIL NTS p -- i,_ P51 BROd'1 FINISH HITN TROWELED EDGES. C 1CRETE WALK 51CWN ON PLANS fD AGGREGATE 3URFKING ON ALL RAMPS. 4• TOPBOL-FERTILIZE LIME, SEED, ,MULCH G' I/1• PER FOOT G' PIAHT AXED GRAVEL SPEC aTA,.03 fM) r� 1/4' REFORMED JOINT FILLER SHALL EE CAST IN EXPANSION JOINTS EVERT A FEET. FALSE JOINTS SHALL BE PLACED EVERT S FEET. PLANT MIXED GRAVEL SUBBASE SHALL BE COMPACTED TO 4 OF TWE M%11'MM1 OILY DENSITY USING THE STANDARD PROCTOR TEST, ACCORDING TO ASTM W%L M C I_.! TYPE III BITUHI- RWIGRI CUT D(ISTING JOINTS!! CONCRETE CONTJtETE WEARING FauRSE PRIOR TO PAVING. ALL JOINTS SHALL BE EMLLEA ED CLEANED AND COATED WITH II B TIRITO M TCHCW. EMULSIFIED ASPHALT. RCONRED TO MATCH EKI3 I,. -.I] PAVE'IfM TNIF�N65 (I-1/2' EXISTING BITUMINPIS CONCRETE QWLBIFIED ASPNKT ACK COAT NEN GRAVEL SUBBASE . . SEE TYPMAL SECTbNS .. ^' NOTE. ALL BACKFILL TO BE THOROUGHLY COMPACTED IN G' LIFTS TO A DENSITY OF - OPTHE FWXMUM DRY ryIRAFI MID.GRCKIND DENSITY USING THE STANDARD PROCTOR TEST, STABILIZATION FABRIC ACCORDING TO ASTM DL90. MNIM)1 24' OVERLAP TYPICAL PAVEMENT MATCHING DETAIL KING VARIES ENDING ON CHAIN[_ Na A B I .lug 24' .P FILTLK B OFF TRENCH 70 �� SECTM A -A I� ^e•�) �I SECTION B-B G �V ZT-C SIZE TO BE1-1BE I-ECTED AFTER TO 9'. ANT DAIMGE 51MLL BE CORRECTED IMME ATELY.R DI9PLACJNOFF �EDDS'ONf5 SHALL DE REPLACED AS NEEDED. . ACCULHULATED SEDIMENT SHOULD BE REf1WEO FROM BEHIND THE -1 AS NEEDED TO MAINTAIN DRAINAGE THROX,H THE STONE. ® TYPICAL STONE CHECK DAM BIN. RAFI SOOX EOTEXTILE FABRIC Y ryINIMUM MIN. 24' OVER- CRUSHED 5TONE BED dpTE STABILIZED ENTRANCE TO BE CONSTRUCTED AT LOCATIONS S110WH ON PLANS, CRUSHED STONE SIZE TO BE 3'. THE ENTRANCE SHALL BE MAINTAINED W A CONDITION 144- HILL PREVENT TRACKING OR FLOW dF SEgryENi ONTO PUBLIC ROADWAYS. PERIODIC TOP DRESSING HITN ACC IA. STONE FAT BE REQUIRED TO ACCEPTABLY MAINTAIN THE ENTRANCE ROAD. ALL 5-NENT SPILLED, DROPPED, OR WASHED ONTO PUBLIC WOAOS HOST BE REXNfD IMMEDIATELY. WHEN NECESSARY, THE NHEELB CF VEHICLES EXITING THE SITE BNALL BE GLEANED TO REHWE 5EDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADHAY. ALL SEDIMENT SHALL BE PREVENTED FROT ENTERING ANY STORM DRAN OR WATERCOURSE. TYPICAL 5TABILIZED CON5TRU TI(NJ ENTRANCE NTs PRE-NEATHERED OAK ON I•IETAL fNCE POST BECTION 'B' SECTION •A TOP V11=w OF nININ. GFNrr ac�'r tyJc PRE-HEATHERED K OR METAL FENCE POST DIREC LION OF SEE TOP VIER FOR RMHOF Flaw ATTAwneNr a JOM TYP. sEcnoNS aF FENCE --6' • G' C)1PACT SOR 3KTKN •A• -.1 W EACX"_ SIDE VIEW Nrs MONIRAM -WOPENCE APPROVED F9UAL 1. 5IL"T FENCE SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN U,.ENDAR DAYS OR WITHIN 24 HWR5 AFTER ANY RAN EVENT BENIGN RESMLY5 W A DISCHARGE FROM YNE SITE. 2. ACCUMULATED SEDIMENT SHALL BE REMOVED YNEN IT REACHES A DEPTH OF W OR GREATER. 3. REPAIR- PORTIONS OF FENCING AS NEEDED. TYPICAL TEMPORARY EROSION CONTROL FENCE Hi ft'Nsl PIN- 1 m m0 o c v c T EWNPHEIT UP AND - SLOPEFOR TO SLOP HE GROOVES PERPENDICULAR TO THE 4' TOPSOIL -FERTILIZE, 'G LIME, SEED, It MULCH TYPE 11I 51TUMINOU5 CONCRETE 3:1 (H V) MIN +. MIN. MIN. MIRAFI 500X GEOTEXTILE FABRIKK�----��J MINIMUM 24' OVERLAP 12' PLANT MIXED GRAVEL (VAOT SPEC 0704.06 FINE) TYPICAL BIKE PATH DETAIL NTS SLOPE INSTALLATION •Y.5'ISan-12.San1 3.1 ® 2�5•Ikm-I2.kM Y ro.9M k•m Sbcdl" 611AM 3.3'(I.OM I.G•fO.sml 3.3'TI.ON s I.I 5 STAFUS FCR SO. W. N.35 STATICS fR'A. M) Fw blAnloeee WcA�tl��:e o�FNKmM NwN American Gram DOT SYahm'B Pl+ce 3LaplaabfaLea NrayN e4cM1 d E:e RED WAN d eob. zlr 1 22'v-) 4'11.2 '" �' 1. PREPARE SOIL BEFORE INSTALLING BLANKETS. INCLUDING ANY NECESSARY APPLIUTON OF LIME. FERTILIZER. AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF THE SLOPE BY AHCNORI-G THE BLANKET WIDE TRENCH WITH APPROXIMATELY t2' (30cm)) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORWON Oi THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12- (30,, APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND OYP C ACT THE TRENCH AFT T ER 5 APPLY SEED TO COMPACTED SO K AND FOLD REMAINI NG 12' ]OCT PORTION F p 0 BUNNET BACK OVER E SEED ANDONPACT CONTRA CTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WYTH A ROW OF STAPLES/STAKES SPACED APRO%IWTELY 12' (30cm) APART ACROSS THE WIDTH OF THE BLANKET. « ]. ROLL THETHE BLANKETS (A) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOR SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOLL SURFACE BY PLACING STAPLES/STAKES N ARRDPR"M LOCATIONS U"` AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM`, LES/STAKES SHOULD BE PLACED THROUGH EAGH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. I.T SLAHLB rQ gO. W. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPRO-ELY 1'-5' (5<m-12.5cm) OVERLAP DEPENDING For NNWRewCri6w�TR50.MI aFaw:K North lmencan ON BLANKET TYPE. TO ENSURE PROPER SEAM AKNMENT, PLACE ME EDGE OF THE OVERLAPPING ELANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITLH`ON THE 4rew: DOT SyNar^B pMa arapenta4a PREVIOUSLY INSTALLED BLANKET. 5. CONSECUTNE Urougb ,+cR dUm GRGEN colore44oH.(H BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE WITH AN APPROXIMATE ) (5cm)OVERLAP. STAPLE THROUGH OVERLAPPED AREA APPROXIMATLLY 12" (-)APART ACROSS ENTIRE NKET WIDTH.P: !"TE, W NORTH �°'-N°-i -•� ,••,,,�' - - o AMERICAN •N LOOSE SEC CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER T1AW 6' (tScm) MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. GREEN SLOPE STABILIZATION BLANKET D TAI HTs CHANNEL INSTALLATION 1, PREPARE SOR BEFORE WSTALUNG BLANKETS. INCLUDING ANY NECESSARY APPLICATION OF LW1E, FERTuZER, AND SEED. NOTE: ISn.. SW WHEN USING CELL-O-SEED W NOT SEED PREPARED AREA CELL-O-SEEO MUST BE INSTALLED WON PAPER SIDE DOWN. •Z•.e•Bas12.SPN 2. BEGIN AT THE TOP OF THE CHANNEL BYK THE BLANKET IN A 6" (15cm) DEEP K 6" (IScm) WIDE TRENCH lo•ro.zsa WITH APPROUMA/ELY 12' (]Ikm) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXMATELY S APPROXIMATELY 4'(1.2M 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFILL D COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD RELINING 12- (M-) PORTION OF BLANKET SACK OVER SEED AND COMPACTED SOW. SECURE a IO ro.25M gum 9atcM BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPR0If1MATELY 12" (bcm) APART ACROSS THE WIDTH OF THE BLANKET. { 3. ROLL CENTER BLANKET N DIRECTION OF WATER ROW' N BOTTOM U CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL, MUST BE SECURELY FASTENED TO SAL SURFACE BY PLACING STAPLES/STANES UOFI EA ZP ro.SM IN APPROPRATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING DOT SYSTEM STAPLES/STAKES • • SHOULD BEPULED THRWGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 3JY (NAM 4. PLACES STAPLESS SECUTNE BLANKETS ENO OVER ENO (SHINGLE STYLE) WITH A 4'-6" (10cm-15cm) OVERLAP. USE A -BCE NOW Of TAGGERED 4' (1- APART AND 4' (IOcm) ON CENTER TO SECURE BLANKETS • 0 M 5. FULL LENGTH EDGE OF BTNKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPRO%NATELT 5c 12' (3-) APART W A 6' (lm) DEEP K 6' (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STNP NG. 6. ADJACENT BWTKETS MUST BE OVTRLAPPED APPROXIMATELY 2'-5' (5cm-12.Scm) (DEPENDING ON BLANKET 1YPE) MID STAPLED. TO ENSURE PROPER SEAM AIGHMENT, PLACE THE EDGE OF THE OVERLAPPING DLANKET 9.T5 STAPES PeR90. YD. 14SBTAPILS PIASO W (B=KEI ED- INSTALLED ON TOP) EVEN WITH THE COLORED SEAM SIRCH ON THE BLANKET BEING O RAPPED. Far HAHMLa rn[h the oPholW Nwp Amcor Goan DDT SytmrB aR+pMv>taae 7. IN HIGH FLOW CHANNEL APPUUTKNS. A STAPLE CHECK SLOT IS RECOMMENDED m- AT 30 TO 40 FOOT (912m) INTERVALS. USE PW tMwgh uddtlw YMLOW rdara4 Ede' A DOUBLE ROW OF STAPLES STAGGERED 4' (IOcm) APART AND 4' (10cm) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL TERMINAL E B. THEND OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART A IN 6' (15cm) DEEP X 6' (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPUNG. LAN WAxsvALE IN°wa° 4I— NORTH 13A '"ro0-T - - - - NOTE AMERICAN ORITIC& FONTS HORIZONTAL STAPLE SPACING SHOULD BE ALTERED GREEN IF NECESSARY TO ALLOW STAPLES TO SECURE THE OVERLAPS AND SEA MLISNE CRITICAL POINTS AONG THE CHANNEL S. PROJECTED WATER SURFACE. C. CHANNEL BOTTW/$DIE •• IN LOOSE SOIL CONDITIONS, THE USE STAPLE SLOPE VERTICES OR STAKE LENGTHS CHEATER THAN 6" (15 cm) MAY BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS. PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VERMONT 05403 PROJECT Ma MOUNTAIN VIEW OFFICE PARK LOT 3 SITE DEVELOPMENT DRAWING TITLE SITE & EROSION CONTROL DETAILS P' Ste. _ Donald L Hamlin SO* NTS ::n�'�•+y 'L 7201 W G Dsip JPK JoE D7-22' F'•;.CISTEY;:'•\ ss, ' Consulting 60L /JPK D JPK �6w P9 cB1 ,,'AI ITngineem Inc. I1 I AAA fie 1%.Ii SYTWRt 6sms ✓uwtuox Vermen2 Dde 0920N7 FN15H GRA LINEGUARD III DE -ABLE UNDERGROUND MARKING TA -A PPROVED -AL, CENTERED OVER THE PIPE. W A OELOw FNSH GRADE/ a r-FLANCED END CAP>MTN 3 SELECT E%UVATED MATERIAL p SELECT IXUVATED MATERIAL COMPACT IN 12' LIFTS TO A w WITH STONE. Ica LARGER THAN e 4 DrNENStTT OF 953 OF THE R BOX SET 3" NL DIAMETER COFIPACTDRY G' LIFTS TO A DENSITY OFt: - LtENSITT 19 NG a VA IFS ^ THE STANDARD PRMTOR TEST, ro O ADE OF THE E ETAN DRY DENSrtY USING THE STANDARD ALCgRDIN4 TO ASm m. bam (2) 3/4' NODS NM D PROCT� TEST, ACCORDNG TO ABTM1 DP ° • 81�10.gNC5 SI8 NNN AND �(OdlelE NUTIE[Il CWI N.T .ANT On 0 S• Y ... IXTRUDED POLYSTYRENE FDA -I wTH WNnLE ROtI '.ip.." THE y GATE VALVE W ACTORS AP BACKflLL ABOVE INWLATION SWLL BE PLACED CAREFULLY "}'. - INSULATION, USE Tk LAYERS, EACH 1-II-V TH1UC, WITH J T5 STAGGERED. INSTALL G(/ NEREVER CALLED FCR IN THE PLANS. TO AVOID INSUUTION DMMGE ;4 /4 roE t FOUNDAD.- By OTHERS �p Eft \� WA,ER N Fq AREAS CALLING FOR INSULATION, /-CONTINUE PIPE BEDDING TO 3' ABOVE 4IlEEVE e _ / CROWN OF PIPE. G - 3.a00 1. CONCRETE , SI'IODfH AREA BffOILE nWU$T BLOCK • PLACEMEM OF INSULATION f \ RUSHED STONE iN misT a coNcran Lack Pvc PIPE TYPICAL TRENCH S �' DETAIL, ,. : '��'• \ PVC GRAVITY SEWER Nrs al 1I DUCTILE IRON PPE TO INSTALLED J I EONGEST POSSBIE 1ro ON. ? NT NutreER a .IONTs TYPICAL WATER SERVICE ONN .TION NTS D TAI SELECT fIICAVATED MATBDAJ. 3IN DIAMETER. CO>PACT W G L1FT5 TO A DENSITY i, - OF THE M1AKIIM, -1 DENSITY VSIW THE STANDARD PROCTQt T BT, Acts .- TO ASm o<ro BA - ABOVE I. SHALL BE PLACED G TO AVOID INSULATION CENTERERD MARKING CENTED P/LR THE PIPE. GRADE. SELECT IXC I d IPKT 1. D6Pp RENE FDA. S ULLING FOR INSULATON, PIPE BEDDING TO S• ABOVE PIPE. wM BAND M GRANULAR IMTERIAL DENSITY OF 95i OF THE PNSITY USING THE BTANDARD ACCORDING TO ASm OG9S -ION FILL _T__ COTIPACTION REWIREMENTS, (STANDARD PROCTOR nETNM) 4oi fA rwnMUT DENSITY YiHET1 TRENCH IXUVATW OCCURS ON A CPOSS-CWNTRT ROUfF A53 OF M1AKIFKRI DENSITY WHEN TRENCH DIC VATON OCCURS IN TRAVELED WAYS ED 1PACTED IN 12' LIFT. I. N1 TRENCHES SHALL HEFT 05HA STANWNDS PRIOR TO AN, PERSONNEL ENTERING A TRENCH. 2.A tW Nl 1 OF 4' RIGD INSIAATION SHALL BE INSTALLED WHEREVER nINIMFI AVER CAI NOr BE-IAelED, PER .PECIFICATIDNS. 3.� L - %CN WATERLINE SHALL NAVE NO LE55 THAN THREE (1) BRA39 EDGE. INSTALLED AT EACH JOINT. 4 WATERLI BHALL BE PD-YETHYLENE ENCASED. TYPICAL TRENCH DETAIL, DUCTILE IRON WATERLINE ya� NTB /77 „w1a TYPICAL CLEAN OUT DETAIL NTS CENTER ONE LENGTH OF PIPE OVER SEWER nINIrWI't _ YUTfR ` SEPARATION DISTAtKE I w b• MI ,Tun SEPARATON DSTANCE .6 ER PARA l IN';TAI IATIO I CROSSING WATER -SEW R SFPARGTIlY. N_ T'�q .ENIFR9 SHALL Ep• LAID A LEAST TEN FEET --I EPOFI ANY IXISTINO dQ PROPOSED Nl4TfR -1. THE DISTANCE SHALL BE MEAWRED FOGE OF %PE t0 EOGf OF %PE. WHERE IMPRACTICAL PIE TO LEDGE, BdILDER3, OR OTHER UNVSVAL CONDRwN3, TOR 1MaITAIN TEN FOOT NORI O AL SEPARATON BETWEEN BEHM' AID WATER LMp. THE WATER LINE MAY BE IN A SEPARATE LEAST 13�NCHES ABOVEE THE TOP OF TN SEVER. GWEREVER MPOSSIBLE ORDERIPRACTICAL TOTnAdINTAN bE1NU1EE5RVERTKALAT SEPARATION, THE SEVER LINE SHALL BE CONSTRUCTED TO NORMAL WATERLINE STANDARDS AID PRESSURE TE5TED TO W PSI FD,, b M1INUTE. PRNM TO BACKFILLING. NO LEAKAGE SHALL BE ALLOWED FOR THIS TEST. SF EARS CROSSING WATER MAINS SHALL BE LAID BENEATH THE WATER NJN WITH AT LEAST III INCHES VERTIUL CLEARANCE BETWEEN THE TOP OF THE SEWER AND THE e, I - OF THE WT M1MN. -W IT I. IMP AIBLE TO M1MNTAIN THE b INCHES VERTICAL 5EPARATIDN ON WHERE THE SEWER F T BE LAID ABOVE THE WATER fVNN� I) THE CROSSING SHALL BE ARRANGED 90 THAT ONE FALL LENGTH OF 5EWER 15 C ERED ABOVE DR BELOW THE HATIR INE WITH SEWER JWMS AS EAR AS P0591%E FROM WATER JOINTS: 2) THE __ PIPE M1UST BE CONSTRUCTED TO hWTER MAN STANDARDS FOR A MINIMUM -ANCE OF 20 fEET EITHER SIDE OF THE CR .81NG OR A TOTAL OF THREE PIPE LENGTHS, WHICNEYER IS GREATER; 3) THE SECTNJN lAMRUCTED TO aNTER IMM 5TANDARDS ILdST BE PRESSURE T-11 TO IMINTAIN 50 PBI FQt 15 MINUTES w' 1) T LEAKAGE PRIgt TO ADE ,STRUCTURAL WPRRT LTHEEE PPROVIpED FOR TIE SEUJER OE ERf GMTER -I. !.R ,a5E5 UNpfR A SERER, DAM1AGE TO THE WATER nMN. TYPICAL WATER-5EWER SEPARATION REQUIREMENT HT. Wmm- ALL BOLTS AND NUTS W REMAIN ACCESSIBLE AND ARE TD BE COVERED ITN PLASTIC TO PREVENT C ICRETE FROM Ap1ERIN4 TO TNfM. BASED ON TESTING PRESSURE OF 200 P51 AND BEARHIG CAPAC,TT OF SAID OF iDDJ LB3/BOIIARE EMT. FrtrINGs v e• 10' Iz• -Uf aR 22-U'Y 3.0 9.0 4.0 Gw 4E' 3.0 5.0 ..O N.O NO' G.O w.0 `Lo 20.0 TEES OR END CAPS 4.0 740 w40 H.o VALVE9 2.0 2.0 2.0 2A THRUST BLOCK END AREA 5Q, FT. BEARING AREA NTS VARIE., ,''•°r•"x n.'N(HN) SEE PLAN DRAINAGE PIPE wffH END .ECTIW r IY TTPE I STONE FIL VAOT SPEC sTW.OG 0' TYPE I STONE FILL 140NJ VAOf SPEC aTW.06 GEOTfKTILE ILE F FABRIC TYPICAL STONE PAD DETAIN NT5 r � - 13• SM 11 HDPE PI 3' PULP STATION V 42' ABOVE FINISH GRADE CM1IN. A SE LL WALL PEN NS SHALL BE BOOTED AND WATER TIGEIT RIH ELEV. . 33e.50 FINISH GRADE CONVERT FROM 2' SCII e0 PVC TO 3" sm II HOPE 3' 1-. - 3"SDR TIN ELEV. ELEV. LEBARON LC2GG MANHOLE < -ER ON APPROVED FINISH GRADE-. RISER RING NOTE• ALL BACKFILL TO BE L' UPTT5 TO A -TT OF / 95% 6 THE MAKI._ DRY REINFORCED fAPC DENSITY Il51tIG THE STANDARD PR CTOR TEST, nETNM A, I I 13• YPROPYLENE ACCORDING TO ASm OGRD. 5. LL PIPE GOIJNECTI015 SHALL I A,000 P51 BE BOOTED AND WATERTIGfT. CONCRETE I 2•IFT. SLOP I I Elf 3,OW PSI CONFNET I FULL DIA. I EN FORCEMAIN I 1 I - - - DE SM1COT14 Ti e TIWRT.'G T INVERT ALL PIPE CONNECTIONS TO M1ANHp.E SHALL BE BtDOfED AND WATERTIGHT SANITARY SEWER MANHOLE DETAIL NTS P TOP' L - FERTILI STORM MANHOLE FRAME AND COVER TO BE LEHARON MODEL sLC-2GG OR N APPROVED --, HARPED "STORM" \ V FINISH GRADE CONCRETE RISER RING I I I I I I NE TES ALL B FILL TO BE I I "Dll GHLY COMPACTED IN V LIFTS TO A DEN5ITT OF I I 95i Q' THE nANIFGRt DRT PpOCTpttTEST, HETIIpD ,Dt, l I I AcwarnitG To Asm awe. ALL In CONNECTONS BNALL I I BE BOOTED AND HATERTFdIT. I s I I 24' I PREUST REINFORCED FHRICRETE UTCH BA91N ON APPROVED I I EQUAL (4oW P51 CQKRETE). I I G• L VNgSTVRBED BOL OR T1tl4lN)U4NLY Cda TED GRAVEL TYPICAL STORM MANHOLE DETAIL NTB ENT Flpkp 24' M1RL MAK. TYPICAL -RA M9 HANN CAST -IN -PLACE ALUMINUM I'TANHOLE FRAME A5 MANUFACTURED BY BILCO HITH FLUSH MgMTED DIAMOND PLATE HATCH, 'W.,K ' PUMP 5TATION SPECIF-101,19 WORK INTERIOR OPENING NITH R=E_Eb HANDLE INCLUDED• The urork in thin sKtim pertains w lM Gawral rwa,kurrmts fa fvnvahkp al ma4rbl, soYipmwR, arw labor w rwwtrvct the AND PADLOCK PROVISION, OR ENGINEER APPROVED EOIIAI. m stnlm wdh o11 rwuaaary appur[ulmcas m >twm m lM Caar¢t prouep Pa od m daxrlbed w these spalFlcgiuw. 3.000 GALLON pREUST HEAVY DUTY TANK GENERAL. The work shah b� I' "IN clmrkp uN O, tN, Ion oN b¢kflll, MANUFACTURED By UMP PREUST, NNC OR AN APPROVED el_L �"'Ote"'q• aalm' Pd i^tarl°r Pipiry, elcirial wvk, finish lodecppinp, sawaEe Pang with a Hlde rdl motntFlG ays[sn, calves mtrol pvwl, ury flout ciiftip pvrpkp level rantrol, awible .ab vblbla alums, <Nva, ad PII qlw work faVtMml for o cwnpbte kwbllgian m aNwn en the CmtracL PuuWGa. PUMP STRUCTURE. Thv pvmp structure od wet wall hdl canain of a prarwL, I i IEorcad carcrcts alryclue m detaibd m the CaRrat Drauin0a. The prsrmt, wfarmd cwKrets rim and box aectiorw sMN r = w the rayirsrvrta of ASm f�7SF THE CONTRACTOR $HALL. %U LT 51fOP pR,t�fl PM APPROVAL OF PUMP STATION CONP B m C-913. WMre [M strvctve balbn b i'•^tm' tNn four fast Iwlow tM Wm el°Ygl°^, it aANI 4 flttae wN.h reiniorcee, npd,.nr Palypupyl�a beyr nags. 12• .... 1 �� PUMP9 AND PIR,P MOTORS. Tlw Pane stall M a cost ken (Claw 9p), wdneraibb, ron-<IoyGirp Y / wu,q,e pLmp, h m a HydrwrMw SKV50 a Wpraeed a9a1, The pum0 shell be rated at 1/1 HP, be uprb4 of pmrpNG p2 Gana n tW.S reel taNl eynpnb head. The Pare Nn11 be _1Fpae w N a 2' d.Klyrq T O\ , iBr a r saw. Irowlkp tao�lty. TM motor bqs Atoll klct[we uppeF and ,uuar skpb Tau ban beorkpe, h.h J Pe maNntly ud an kwo Nv Wb kabd and mbd b the dl Flllad moWr kp. TM moor Waft atoll be .rdnlew atal one aeobd from tM pHnped liayw udlh a ro'bPVrcank type 21 ITIeclgNca sea, The puny wwello- stall ba a w iG , cape K , taro vow, ron- IN denp,. G' 9DR 35 PVC PIPE INV-1.. 333.62 I COMTROL3, TM PrrlP emtrol pawl slnll be k»Wned in rcwdvrra with tM - _- J W w a Tar F.IlyGmka<ad NEMA k a bw lm adJa mt o t w p mp sbUm. TN,, Prol s a l 3R uclm[Ye with a wPuate kwlda door ier Hod -Off -Auto ad alum aglchn, nm IlGhls, ad ovarbod rewht bgtuw. TM arckwue odor day sMll have a Map for a padb4. A taro polo mmr cNrwlt beokeY fr aoch pump yal lK rraa•ted lath tM opar IN hawbe Uruph tw kaida door ad sMll hws a kKk or.vpammt the Pevanta Lha door fran bake aamwd whin tM breakers ev ti, Ora 'm• pwlUan. Whvr b'aokera a-s 'off'. d pouw elan ba kilbd to LM rm4rol elmrrmts. LEENI- LC2GG MANHOLE FRAME rappcily> arw slat raloys far oath pump eM1 Ifs momte0 AT the reNrol µDFINISNERGRADEPPROJED 3 .W pawl, A temtkal at V with bm ty0a cmwctus atoll be suppllM w rMte all Paw-' ,rd I:m4o1 comwctlma far both wa%iFiratian. PHn%. All larrrrkWe shill De rnar#M far emY A aoaw [e,nirol .trip Nall aw to praRidae. be Pavwod for ash pump pad iMpmlad m LM inalen M Ito _qD NN _Nall mf dam aW NmfNry nil IIGM sbn W nwntW ith m outside of�<hs moWM,re�. PRECAST MfICRETE All wlrkp diaarans and Uoubl<alwttrp dote far W punPs aw lawl mnlrols shell be 'seluded N tM wntrd pawl. RISER RING PunP an old off levels s1a11 be ra,VdHw by a rtwroury tra Nultch, saolyd b a solve pplywatl,pw {loot ball. A -I-of than <mVols steal be povidee; ore for lwn'rp tM pump(.off, ens far tumkp Ne Pane m, ad aw b triGGsr m I- dorm rudiHon uy xttlw aecww Pane. All IpM ronlrols atoll be moualad h a Illat' to dbw tMv ramwol far <lamkp a mpwlewlcs Fran mtawe tM pump structure ud wkhwt d'wturbkp tM punm utl/x assaciaed • • - 24 PUMP OPERATION. 5tutirq Fran a bw wet wall aw ro PlrnOa oPeratiny [M 2' SCR. W PVC PIPE G' INV. - 333.82 Wr10 apuptim auyxe b m fallow>. Wten LM wet tlidl Naea W tM Ipu, Wvei m Pwltbn, U.e bms pHnp shill slut, If tM Now knte tM wet well aauede ROPE the cryo:lty of tM bms PH IP, the wet -11 will roe to a Ngl r newton, octI_N LM WGh level Warm >yawn uW tM aecarle A> the rote of CONCRETE FILLET = Flo"' w tM can well b dtKremed uM tM uwt well lew drops, tM rcVene above atoll occur. M gluTatar relay shill be _IP to L��iip daemab theM Pwnva m Lash >aam>.IYa ercla a,d m a..r.wa raw,. >Mu w a>ee LEVELLARN IXI:ON..30 Imm. OFF"3DL00 • .4 I-' .. FIELD TESTING Upon canp Ntfi tl lM Awls 1 tM to notion ity be gven a rump teat duty whch h Pnp> I -I derarwVMa lleK abh[y b de` tM rate$ t�ontY q apeuf ad heeds and b aperote aaNnafmlY uMer Ic Control, it averMatirp u exceaNw abroLHn T1w alma system atoll ba akn�IQly tweed. MY aarT�tam owApr odJaatmml> rwea>aory m .cable the equiprwnt to meet tM specifbd regylranwrAa sNN1 be mods by tle G CRUSHED STONE-/ Canbactm n the time of the teats, far the punps, rmtrol ery Pasant, aril oUwr aqulpmeM m rc«gamy, a the Cmtr¢tur's aApeme. a3i3a� e� 1j I, PUMP STATION DETAIL •� '., PMa� NTS .:A hP�1 yfQS, a ? W No. 7201 •i W OPERATING INSTRUCTIONS: TM Cmlr¢t> atoll be isspwslble fa provwirp aornpbte oprgwr, rrrakM1mmu, ad anykir 'rw w fa each Piers of eayipmer,t fumishee m port eF tM fsllitY. All w l etrviti-t ctluw ob Pa-b lino stall �'IrPt� for the apecifk q.ipmeM famished ad stall M refer b similar 25 Employees q B GPd I,eTS GPd 20i Raductlan fa -lip. CamwcUm -3T5 Gpd Told D , Flan . 1,500 Gpd eV l�yE dot' (mswm) . GO miNMur 2.1 Gam Pfely/FyF � 2.1 Gpin > 5.0 (pwkkp fa.ar) w.5 Qan Er Fv - 1,500 God • I,- yd yw 3,000 pdwl C to atartge roJ[ (Iw c e' IAJ l 500 Gal T.AN !pl/cf 201 <f 2O1 cF (14 K e) V-V rba kI tlYk < 2'-3' t ll MIGM (NIGH heal dRm IN, kw. In) H a' PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VERMONT 05403 PROJECT 781E MOUNTAIN VIEW OFFICE PARK LOT 3 SITE DEVELOPMENT WAWN ME WATER, SEWER, & DRAINAGE DETAILS Lbndld L. Han zn o. cony2d ang ° L'ngineersr Inc. 136 11F.,Y St-.t D7 £ems ✓ tdwrz. v s... 1 l V 21 cn•It p w aar i OK)10 Sxd mh for tan o-em atoll M UrbOn Hia m dcxribd in aectbn 02520. Sxd mir for LM ditcMa ad starmwoter Pwd> Stoll M Swale HiK as dexribd M xcNm 02B20. 5xd mix far slopes steeper then 4:1 (H:V) !toll M Ca.,xrvotiOn His m dewibed h s¢Um 02520. 51K)P DRAWINGS, TM rantr¢ta 4 1 .bend atop d.lr4a W tM D4I' Fa opprovd For tM follaubp it Seed mia On control mdlp, marten m , Ntumiroua cwrrsy m rate m , present cw,croy r ring, a we<mt wna<y straiYa�+, <at<ntbo . rmn II a,d stoles, ma,rok rr�anm a.e n, pumPo. Ps^p wntroh, IpM wlea, !',Salem aW bpasa, pre ape, volvm aM wlw times, W geot«tile fabrkf. TM cantrats atoll aw wbmit Rdatk^ wvea fa sad, plmt miwd Ravel, W daoe Rdd crwMA stove. PERMITS: TM wnval« atoll ' UM al pertnita W Ikmxs bout been obbkrd W all remird («a hove been odd pNa b tM canmarranml of work. Sail: TM cmbata Sian wbmll vra<tar teat reawts fa latiw moterbh W wbbox m Lct b M aced. ' m,tr¢ta Stoll M os IdNOt ter , If lap anpapi tent h ,l Oft, I,dien tests shall M P. a Fill a a rats of I pv 5(Y a aq h troth per lift, Pd I per 2,500 x, it. a fill ores per lift. 0101I GENERAL PROJECT M NAC-FMFNT NORK INCLUDED TM1h > tU pertain W tM Ovral wntrat rrP,Mammy wNch men[ M met by lM Cmlracts N LM waXcl rwrpmmaa,f oat radrol stadPM wlNcn mrl M wutd br tM cmvabr. MANAGEMENT OF PROJECT SITE, TM Cmtrato •MII star that It t!'I W of ash warkirp day, tM job sly atoll M kft M o condition sx!•fatay W tM Engineer. All arm» W tYvrcr-seal con•tratlm eyipmmt W debris Stoll M removed van aM job site m work woge>xa. TM CanlraNMl M rep I — /a prolal'p ill aialkp sbvclw l ad u II cwnpktd War lhif Proj¢t a N. au;n «paw. TM CenvP t WI tdcf oil _O,lLme oat btitvb wch Pecdur<s m are r«assay tl protect bath life ad soPkctY.»tabrslyd, by Mch, �it' CP�ifKMs dMCalnaa Qy�av Fla �[M damped from dry come, siMl M ranwd oW replad x [M Cmtrato's aspmx, fOn Mth labs ad rMariOla. Coe atoll M «erased en tM pot a tM CorM¢la b severe tint wmatY danapa atom rot eccm m pNvas prnpa<v ad lMt m IKu. da.wg< m q»rolf e clot within cwnwctim emmrmts. Prebctbn will M dFodd cultivafad lr«> aM N,robbery, fares oat walk, oat simibr isatsx wMre dlarant b tM carbvctian. TM CadraWr Is reepwr161c fa mslro,g that tM cwditien or wivda PopertY c em:vrr,t krds b rwbred W LM cwditim whkh «i•td Ream b ll TM M I the ra fai Ca.dracta Nall M W fro all d reapwnibk arwma rmuiq Iran a (fibre b omply with lM prwlsiw Of tNa aacliOn. SURVEY CONTROL PROVIDED: TM Dpk,wr atoll provide tM Cmtrats with control prints. Such canwl Stoll M xt crr lime Only. TMrealc, tM Cmbacto Nall M respwrlNe fa pro«tir fq control wiMa Fran diW disbcxion. Should addttiarlol work M reyllyd by CM Firgroc b r«stablbh rw,vol ppMts, M NMI M rfknbI'W1by tM Canvats. Batch marks will M pr'ovidad by tM Epkrer. MEASUREMENT a EUANTTIES OF WORK• UMex dMrwix moo t Of For h Mw gy11k it l tOWu L a ti�by lw E14 lw, tM method d maawra h t d tM work h M tbt d t ; k by tM P.piroc o Cmswctbn Moa,c. h CM sax a oath «cwoUarr seat rak ,tit fan, Onbx atfrauix provided fa, tM method a MwMt a ymtiuea will rd.,N•t a rrosa f«Uma memtrd M tM fNld a f 4lan:rd by tfa E^pkrer ad comlMotiars d wlum< N' Una method d o+arom W aura. h LM tens a q,mtltks qW fa m en Rfa bmi•, Onto» aMnuix prwidd Fm, [N w W M mia fen atoll M wHM1h mtalbMd pay Ilmita, wlculald asap field mama'anmb asp fiat R'de Ihe. Fa LM w..,wlakn a Dam tM 'Pbrnelc' •h011 M wnskfced m aceoe�k Ystrtfrr,t a prxlibn. PROTECTb AND REPAIR OF M5TIN UTILITIE5• Whcevar culvcb, stovers drairo, menMlm, catch burin ility p (IN, water make, wlw chanbw i slictrica raduita, yleviar cal k WllitY PNes, hood Ike+, On aFrr f , tim ae alcountcad, they shall M probctd oat alppwtad by tM Cmvalo, a his son «pane. by methods appi—d by tM Rorer adil tM «cawtian h bpckfilkd W tM «htkp raluu» enf mode f.a.e. coma ire W a,y fan fanitlm by a .e.l,le:p from w v,o-¢Ia'. Ipenaiar, NWI M rswird a eM caaratar• penx wit- a time paid tM win ,It play On Irremwraaa burden m tM usaa. TM Ou.er, Fipilr-cr W tM Authority havkp charge shall M rotiFid pranmlY a mY dorwpe W Ailitiea. Wlwwr eM Erp:wr nay regke, ap» c air' Iwd tly .P O,tOd rm snca,.laN :, «<avol:p a varMp atoll M prmarrUy •uvparad with weodm wppwts seen• «conaUa, s trarriy a by dMr rrratl,ed• auplabk b tM yokes. RECONSTRUCTION OF EXISTING UTILITIES: M sax it sMll Mcwne newssoy, h LM minon a tM Erpheer, b nave a ricmatrat arty oats mph, el«trkal wr k takphPr cenakt av/ wmeticrr thceW a o^Y apw•t•rr,t I,W f e•, uarwell M dart by tM CP,veclar. TM CoMraclar shall M raaparibk (a prowdkp rotka b users WfM ii a Wt" servke. Ihrks• fpecifkalY 'P_vWd /a h tNf cOntract, rfrarowctbn a tM Ailitim shall M at the Cmvato's espmae. In ro <mn NMI LM Centrals stye mY ualar rrld,, ekcVk urdpit, ybPM1ar wrdalt a env vnaaRawd ubka, radaib a sbR<tPr>, newt I,.ntm paml»kn a tM Ergheo a mlil CM Eildrr•m is sxiaid tNA odegWa uamkp W lM oats flat bear sovWd. PROTECTION OF WATER SUPPLIES: wMewr •ease W oats math• cross, VOL, N:pll M der h ocrArdar with tM 'Sww-WOW Sepoalbn Detain Fs Croxhps' •town h tM Appad'v On tM Vlens. Where xwc• seat vest make will M pRdlal b II ahem, thcs andl M a mhimum xpaMlm eletoae a ten (dN)eem«Mat by ter FryiWr�, t�ddl.taaicgs �raIrw rt Povdirp t s�wate�r .�.a�Mia a xl,P' F h a A m Wier- t arth Nrlf lord.sd On yr aide a tM •aver oat x m flevaion w tM bottom d ter weer ,-I is tl kmt Ib IncMs above lM lop a lM scare. WORK OUTSIDE RIGHTS -OF -WAY AND EASEMENTS: TM COnvats >MII red, wltiwt written consent from tM saws, Onbr a eca,py with mot, imh, metarbls written roam JM be prwWp, WrpVrM•�`� a maarrmt limits. A ropy a tM PROJECT PROGM SCHE 1!5: Befae ftatkp tM I-1, eat iron lhK W tkrr dsMp it, propel», m tM ErpNrc nay rsysft, aM Contrala stall wbnit W tM Enpkrar a ,urittm daaarRiOn d tM methedf M Plar b ux h dokp aM work W LM vo-ru> aloe M Intad> b take. Hit— 15 dwf filar tM dad of stoop work, tM Centrals •hat p Oat and wbmit b tM Fnp:ser; a () a written xMduk Frckq tM doe• x wNch odttiwM wK Dry, w111 M reRpird ad: (b) a uwty, schdu4 filk tM repsctha lM •tat W cw.pklion a varbu• ports a tM work. E¢h wch iic d k wbj«t W ravkw ad shoe Frwn Ume time W tkne ,LL tM p,L t. sk. Ir—Wild!with trek xFrdule atoll M a breakdou. a nanthlY »titimayd Um nay W matalolf On -site. MO CONFOF2M: Dokp its proRaa> admits camplat'e., ill work NWI rarrfam veto b tM Ikea, kvNs W Rake idiwld m elms trauirq. a ywn by W NMI M bwtt M a tlaa,pgy >,:bstmua ad Ipakmmuke ma.ra, wan LM trau's,pe ad epeciikabrr W tM directbrr, qvm Iran tkne by LM BIOb'a<r, M ro vex atoll - work in «a»> of tM r by tlm f�, tE1M�'traukrgs W •pxiildiar M qW is mlax sdad h uritirp by tM rrPs�l�Rl1ppMpplppl�t.S.: It atoll M th Cmlrala'a reapwriNfity W obtaM all Fdewl, stale, CdTta ilia Pir IWO fs n tW M'W�Urx�pem+it, n �arce�d.kg111re 1•>plh ar t�ppppg��,,,,//////oenoOnOnmnnlmat Pat fen tdkp al raPbd slims W am,ply with tM pmte.,c a l its oat pPrnib prcviwslY abtairod fa tM project. SUBSUR KE INfORMATCN PRPVIDED• Sl,bwrfau hion.wUan wwlerd k b moist M nakkp a bW. 5ubwr{ae Mfwma[im prwWd m pat d tM t wta.rrt> h red paaarteee b M reReamtdNa W biddca ¢< arauragd b itiwal ba'vgs vela b Ndhg. C ION: At Ito prcarwctian rmfcars, tM Cenvatar shall M rery'vd W writirp, b tM Erphar, fo mwwal, tM mand(a) b M Wilird W w <PnpaUm .eykmrry wWhd h LMx SpeiFkatlms. TM Centrals will<M rpiad W hen apecldixd comppctim aryitwramt m th job I. m mw M rlwdd b propamlY cmpat masrbl agcifkdlY Fa tN• pred«t. Plata• IF erylpn,ad wch m vibralkq pbte rmrlmtarf, tmlpaa, ronrors vibatwy Mkn, N,eegfox Mlen, wobbly wFrc4d MWf, rubber tirod rake• et«I whxld rake and LM like Nnll M canaiderd wi[able ayip.rrnt is cwnpoctim. 5 pieces d fy1, ro t m bakM1oe buckets, Mlldoters and tM like shay rot M idcd (a ux m wmpaUOn apipnart ante» apaiikally mwovd by lM DpM«r fa aP«Id raxa. SUPERVISORS ON THE JOB SITE: TM Cmv¢tar NMI M rcyrnaibk fs Onsurkq that Uwe la a Supaviao — Na dkel —1, en tM job >i. a all times tat Mi wnavatim iz Werw wMtlw On red lM cOnstratim b w, rp --Pill by tM Prime Gntmcto- a subcantratsa Nrd by LM Prime Cann«ts, SITE RESTORATION: Precwatwctbn phoWRaby atoll M taken W LM owner o- Na rcpremtdiw a al aura W M fir«ld by tHa cmwct. rMx RrtoRmlr win M ulilimd awn rmlpkGon a cOnstwctim b All axb 11 conpliar< with mmtaaim of sits prera,awcum cWttim. Au wewwfh• Y<gabtd enem wnkn Irova been OIL 1 rMd m a ravels a tlis <artratian f 1 M graded, Wpacilad, a«dad and rtwl<hd as per Section 02820 prig to (Xtobc I. mw ELI(— tM CantrMW es it Or rak to create m open space h tM Bath :aRi'ItNn m 'w'derprv':M Wilt y�nea arnmt ar M thn <rep<d < wblk riOMy 'Di,l,�in1t _m On u wi-rwd utility eery M totaled, LM CPdma(a l—I ro1" t, ..i y by <a t. I tat -free r.wnbc LL;—311-1133. Dpwia MII then rotlfY dl atiNtY cm,parka i lit! TIr ant Aititix :, flat s« w tt tMY can m,ela tM Iight a tMx falliti». TM utility rwnPenlas eM1wW murk tMk lines dOy tarty I,O1 four. fran tM time Dmda was rotified (eacldirp SaWw<, Sardays, W ICOt Mpdws). xwer W water f«nium awn rot M amairkd m a bUMv' :w,der tw 9pxl firdim. EmcgarY «tavatlens era «snot frwn LM> rey,lrement. swilive JPwsY 1, 1g08, tM rwdaa.y rotl(Kdbn a Dimafe M tM above mmtiwrd •ituabro becoro Vinrrmt Sole law. A iMe a N,000 nwy M kvkd !« raiwra b yleplar Dp>da afore m «<waim Is mm<. MATERIAL SPECIF"TIO,15. All m W1, mbfa pacified di,erwiw, utilised m this control atoll ba wbj«t W tM Ofi Of — ENLM ad atoll m«t tM omlKabl� ramiranenlf of LM lamt wbllshsd •p¢ifkxiar W •lodoe• d LM ronowi,p M.uwhen•, maaidim. m eapatrnmb. PanaricOn Garrey h•lilvy Amerkm SabtY a T«tip W —- I- Agency a Trarpalaian - 'Stwdo-d SP«Ifkaioro fa Niphww oat Bridge Corotrvctiwi Arrrncen walairp Sockty Naiorol EI«tried Coda Nal'App Rvnbkp Coda App All lkdle State W iota Cadet oat Ps.mits ABBREVIATIONS AND REFERENCES- Hhra raow,cs Is mode W a spec!/kxk.r of era of tM below mOntiard Or xMr Oaaaci,t It tl wcidka, it h t a bi and l ll tM aerial daNprotiOn a pecifiwtbn in of«t a LM day a raeipt a bids •MII take we::dmcs we ttlox listed Mbw. ASTn Anrrkm 9aletY I-t s Tmtkq o'd tblerbla AST. Amerken Stadsda A n ALgW Amaricen Watt Work• AawcMbn M$HO Pmarken Asaocidion a State NigNuay Oifkiala MSHTO Amckm AssaMIOn a Stae Hphww oat Trmapwaalm Oificbls KI Amrimn Cancreb kntltub AN51 Mrrrken iloliarral 9lo-dad• btitWs AISC A,v,ckm kr4bb a 91r1 Carotruclim ASCE Mlrirm 3ocbtY a Civil Figirrars ASME Arrrriron Si,-Y a naha f,IWa ASHRAE .airlaHrm SaiatY a HsotkV, Rafrigcxp, irp oat Air Gadifimirp F"Ok'a<'s AIA Amaken Ma y of ArcNbcta ASSE Mrrkm 9akty Of 5vJ1oY 6pMfcs AEC AmOnken Efnfrtl COneratarf a Amrka CEC Carultkq Fn I Caw EPA A IEEE E EwMammlal Pratalk. AE Irotttub d kcvkal W Elatmnks DrOoraar'• NBFV elotior,ol BoPd a Firo UrWcwrit«s NBS iiatbal BunO, d SNdP'ds N3PE Nxbal 9eciatY d ProffsNwnl E_i ErpiroaNE_NEWWA Nov Filpl,rd Hobe works Aas«Mim NEC NxbrW Ebctric Cads NENctiaW EbctricMary al iaturas AsaocWiOn NEC Pollard CAxocrotlen $CPI Svucturd Cby Prdab tlWb UL UrdaR.ilwe' Lobo WPCF Water Pollutim Central Fdarotkn WORK INCLUDED Mc laded h this satin pOtukr W tM CaHrato'a nsP.NWlity a prwld" 1a ,lOi y fellltbs TM Cattalo NMI M rsspaWbk fo W •till bar a Ns sun esparf al rat b. Oil lIr — akb. Icity,- IVMog,i wwV W TIlatlw t•bb b m wOlar, stay fajlilifs, aadY ad first ad iallitks. a. TM Cmtrator >MIl mdne NI Prapwnmts Fs tanporary F¢Ilitks well h dusts a r,sd w m b rot dales wroVuctien. All lamporoY failities atoll M IIII b pcfanr lM funcUm fa wN<h thry Ons Mfrdfd willmt risk a praanal a wmatY dP.,ag. y my wdiww. 01540 WORK INCLUDEW> •«CIOn p:alohf W — sp«W m Oro wN1h [M CPAralo mot hNiWte W frrakrtairl d:wirp [M W Vth If tM Cadrat. d T CONTROL.: TM COnvats NMI M _'bk x Na ou. — fo arrkrg GW tM Ant wrOlad m a rewlt a wrntrudiOn aUNUm doe. rot amb a r>,baas a o sally iom Whore cwnW who dafmd rrcessoy [M PW will M rsryird b vest sxtiar a LM tratbn am Mth watt a om1y cakiurr, cMaWe a sweep LM rooduroy with a paws beset, m dent ventral mamum. Dent control rt,fmurss alydl M wwWd a dl tiers, h<1dMg evmhps W •a,fekada. WATER fANTR0.: TM Cadrato Nall Ida all necefsay n,a6rlss W I,Wk ill ureter h «cavatiwn, •MII f—ii', ill mdaMs ad fyip.,mt W Neu do d kXWmtot wok W krp tM swca:atlen mtHIY star a uapls wMl< pilmlMs, pad•, siratlaea Pat that fwwdotiPr an Miry Milt. TM Cmtraclar atoll M reeVOnNbk fa cfwosirp tM matMd fo canwl a u,plo oat atoll mwmc at ra•ponsibilitY fa tM adawacy d 1M mathdf cM•m. No cwrtratbn atoll M aldclalrar li, h tM oPerim a lM Fnphes, odayas rased d watah roe a.wrd. HATE, ltG NE55• It b lM resporiNlity a tM COnvaWr W m.ure lhOt ill rru flnctae•, pip» ad emiw+r,t Witt lade tNf _vat fa the Papoaa a carrtan:p water a atlrc nuW. a is wnvrykp wch IIq,Wa se waatigM urda ill oPcaurp cOnditiar fa Mch tlry aro htarded. Yu,y PIPo c atraNws>, wh¢re Idrape h detamird W M « w by lM Eepkwr, stall M wbJ« lM t b art«lien a roCl¢sr,mt by CmbatOn a Ns sun «pars. POLLUikMh : Dsirp lM wrwctbn period, tM Conbayr flrall «ccix every reoswabb prewWbn W eevent wllutim a LM oats• a Ile Stile. Pollub,t> veto m cMmicols, point', imis, lubr'rmta, Nlunrro, rw, Swope, sdknmt, oat xhc fannful wmb >MII rot M dixha'gad hW a alPpakk tMx wxsr• a hb nxwa a mar -made chord• Imdkq thveW. Apakale stdwa ad rrybtiwn d lM Vaa.rrt Slda ABmw a Envkwmmtal Erpkrcop rNdkp b LM provOntian aM dWaw,t a w11AiOn stall M cpmplid with. WORK INCLUDED: Nark kaludd in INS salon PO l W — Cmwcta's reapariahtY W pratact tM p,blic Od waihvr,. TM PAIk •MII M prat W by tM Converts From aw ad Of Ivso—M car W — ith tM wok. DPa, Ira *, m W, a ester ea,ipmmt with tM uarkirp ikons W M goaded by tM ux d d<yxe bo-rkd», fare a Fbgnar, All left h pmitim wemigM ae b M wopclY lighbd. TM Cerdracb Stoll M MW re+pwaNWn fs tM :wf.ly OF ill wskn,m W tM portal Polk Ord on dO r W Prmsty aaOu L, irons upon tM work araiard by rrplpur o aMrwix, Rawkp vet a O Ialurc m tM pet a Ito Cadrato to protect pcfOns c a ty from h=Ld of parr wlth dvarcirato All ma 0- l a sylprnenl a dry the a eM ay or nIg.It- the wakkp am. All wok l M h cPKom,arf with OSHA requlaWr, Tltk 19, Pot• F4G.G51 oat aplkdle VOSNA rpubtioro. WORK INCLUDED TNs xctbn iroL tM meti —Cann«Lo •MII motet' b mo'nbin oat protect vdfic. TM CaM¢ta Stoll provide mKomsd valfk wli« s fbgvrr m dea.sd rows<ay tM Epirrsc ad/o gru<rrYnerdd aparcies. TM Cattalo atoll, m raditiar uarmt, emplw ibgrrn a a,y la;atim m the pre t wtws hl• alyipmmt a carrstrmtlOn apaaims One wch fiat t twill h my rwrler intadce with [M movarwt a moiety a tM vawlkp gblic. TM Carer¢ta shot oat wmrop spur it advaas d any Fla . tM project Ilreroe afar i,lc(c< with tM ux a tM rod trdfk oat x ill k w,l �ulve tM projat O,Id a s rdaW» d m kh tt rod. Such lua t sign still M cm T Off! oat aectd it ewrdmca with tM F,dO, dlUen a tM Maws m tMifwm Trdik Cmtrol Devke• blifFsd CM Federd w by Niphu,ay /drnini•tdim. TM vat d trail. wlk< servkm awebnad by tM Cmv¢I Mill M paid fo- by lM CaMrocten. TM cost a urriaaar4 4'at( poke will rot M odd •epcaelY but a1Wl M irl„da4 it tM wksa staled h lM xsar'al !tuna a work h tM S<MAuk d Prices h tM R'oPoaal. Tux -way wffk Stoll M maMbMd ml<» etirwix mtMrixd try tM Erpircc. TM COnvato- e1Wl rotiiY tM Erpines, bcal gliu W fire depRbrr,b m well m pot aficbls d lemt 72 hears in dvare a Dry Mtmt W clove av«ts. TM COnUvcta •MII work ui,th [M 1«d povemmmt W mlabliM o witable alterrW,< Iipy, ad Stoll at leis am aapmx, provide ad mahWh witably mskd ad well Md delver aims. TM anpbynrrl a preaare a vafk (lagnar a r:fo-rrod polka eyes rot relkw tM Conv«tor a mY reapOnsibillly Or IMMIitY r,ar tM• cmtr«t. 015T5 1•IORK INCLUDED: hckdid h tNs wctian cs tM rsryorrrrta lMt tM Caatrats moat meet ,uNlc wsk'rp witN'n tM Slxe Npl>a,q rpM-a-way. GENERAL: TM Centrals •MII !more that Nigiu Permits M1we been obtained wbr b tM rarvnurar,a,l a dry conatratim witNn a wblk NOt>uoY rpM-of-way. PII—it, for wwk wttNn a Stile rpht-a-way still M obtaiva Fran iM Mill- Enpkwr, Vanrnt Agary a a T,aeportxim, lbntglir, Vfrnart. A ,I—O w tim mason will M MW Wr W the CPkra<ls begk.kp work. TM Ageay a Trmapslotienb INO—t Tronpor m Admhiatras oat/s Utilities Erpolac, tM Cm•w<tim naapm, [M Canlr¢ta's ,NP rnte t, oat tM E'ineer maiq,d W — wejal will M Present a tN maakp. VpOn cwnpblion a tM urark, a final reap :t will M Mid, with tM sans Prtiea we>mt m a tM wecarrvatim rtrrtirp. The C:srvacta will M rayMad b rmtwr tM npl• right -a -way W m god O wgitim m A woe w'a W ddrp tM work, W W [M aol.iafaUm Of tM Aga,cv d Trmapabtian'a District Trarpw'btbn AAnik•Iralar. Tm (10) days written rouse •MII M given W tM Di trkt Trarportalm AAniNstralar Mlse Dry work is clot withM o Stay Highu right -a -way. A copy d wch rotke atoll M fumiNrd b lM E^Pnas. krlmctbn by tM Agary a Trot station >MII be pannitled m cor»twctbn pr<Or<asa•. TM Cw,trals'a wo-k Stoll M pedamd in wch a n,arrr Into tM rooduay, alspstmmce> ad NpMuay vdfic will M sdcpuardd. TM CwHracla Stoll >usWd all work will tM 5bb Hpluay rpht-of- pa 15th, 15th b Ap N iby durirp lM pcbd ron wanbc rg enbx xhwrirx mrilld by tM �arlaaa l wilrop hs�Pidkn. Bier b wapaniOn a wok. M CwWata MWI bold o E.p:wr, DisTrarepotation irotor oat tM t All All w AOurty ork nmkd m a rowlt a tNs wacaaa •MII M awmahird prig W Novanbc 15tn, mk» otMrwlx permlttd by LM Aparcy of Trarpmidl Wpasd baval way, fhouldss ad po#Inp Dram di•LI,rMd order this CaNact •MII M rested prior W amperoim a wok. Gorol ssf¢m in trawl I"Wa W penk:p Onem Stoll M rmtad b a adNion qni W tML wM<h «fold petit b start a cwrwcUm. All bltanhou• paved slat Ronal amfa d trwel uwy W Porkip seam •MII M rnarlained by tM Canlrocts thrwgirul LM wzl,makn a oak pcbd TI,OFM Stoll M nap tat a all C by wiWbla br ae, u+PnMp W adva rwrlrwVi,etiOn Doer Ianl Wll tM wcandcelad w mlkb ca teAl eta mo�iimumtd '�lu�aa«el with Iroifk. OII,t AL lamt era -row vvffk atotll ll M maidakraa a tknea. Tao trd-way ik aMl M mrat a oil time• wMn cabtrvctbn apvema rot M praq<a>. Uniformed afkas •hill M pwWd fa tM cantM d trafria when Ives-u,w wffk <mrot M mohlairred W awe dlc time. m mq M •'q'kd by lM Disvkt Trnsportatim Adminhtrda fa W ppt«tian a tM wblk. APPRCNAL, Before mY omswction opaaiPn a'e •lalad, tM Centrals atoll wbmR W tM Fipi.rc h IriRkae, o dotallad unielar a.,aiptien a lM wnprrreM ob r.ralyd• M wrw•a+ b Inf ors ac.pWa..k.tws •Mwkp detdls a the propead opervlim. If a nab-rmvoclor is W M uwd fa LM work, tM urea ad oddrsx d tM nab-cwdracto •poll M hdlcded i, lM written daxr'ptim. the wok MR prard mUl CM Cmvator'• plan W xlydulm leave hem apvraa+d h wtt:p by CM Qu,c, tM F+,Oinasr W tM psvict Trwrporbticn A6nhi•Vdar. JACKING, DRILLING AND TUNNELING• TM Contracts Stoll wrotrat tM cmo5 pig :veldt the , th m kid Or en tM ,mono• h soh O rrlmrar tiW there NWI M ro htem,abn b vdfk s dlstrbara d tM "aodu'aY. JzkorO, trillkp s tuwrlkp marxiar Neu M wd:red b amp• ansia lM Wportoor, d [M hiylapy, m IMicoled On Vermont AOa<Y of Trmeiwrtalim 5tadcd Drowkp 0-20. Jackkp, tri111np's tumslirp maxims, Incldirp hablldiOn a tM cavity W cwrier 'lm, NMI M csrid vet h acordar wltn LM engraved plots, •pecifkaiars oat o kkq drau:ps. WM ercwalkp lean u,ithM tM la<kwp a triuMp R«. Iles Canbalar aFlal ux .:trmra cw W ovoid tM Wa a maaria lean wlNe. lM limrta a lM ax M it' fiat pmitim. EXcavxian •hat M cOnrhd arm a tM rmkq pig Only W LML ..tart waNae witlaA LM lo» a malarbl. WMn steal pilkp is m 1 W farm tM hphaay •We a tM bairp pit, tM pilkp >MII M cA Of of 1 feet Meow Rode oat tM rarakrkp toroth kft Wisturbd fd4wop aanRet;en a <artraatim ePcxiar. No rMNoll M Placed m LM Paved PartiOn a tM M1igNwoy d Dry t:rr mia» mtbrimd by <M District TrmaPetdim Adm:riNmaar. Open vet facavatlm fo- Nghway walrlOf I. rot tM OP- a tare COnyat p p othpunx IPrwf mlhsw'oclicaaW adsuclkiro tads fill s owe b M tkrpractkd� tM Cenlrato-, with LM vritlrr approval a tM EEr',, shill drtan m awarlala rtrAfication a tM Niplww Panrvt Acrrr tM Olsbict Trarporlalim Admi,i>vato petit W tM Ailitotim a open cA matl,oda. Prior b appravd a eah het wldaXc will M reyired tMt ro w¢tkd w W men cutUrp «Isla. EXCAVATION, BAOKFILL AND SURFKE RESTORATION: nmknlm dknarkro a «wwtim wrthh cat AM NOhu'w rphl-a-aaY NWI caKwvn h W W dataN Noun On V•mwM mery d Tri r t PI 9ta,dPd Douirrp D-2O. WNOn «.walkrg tleougN portbIIIrarlaey pausrtrrt•, «htkq rekYorolrp II M art it tM cmlar a trash ad raafAlY bent vet a aM way d «cara'v, oprvtiwr. Imr,rdbbly follauhO haWllaim a tM cmhg ad/a Film, tM troth atoll M bakfillad with pprovad b rrta li G' bye• b it- •ubToda lira. Eah lays atoll M co'^Pald not kp then 95% of lM maknum dry dnroity m it h pbcid. sob -bens d Raet o crvshd rat NWI M Flood On tM propclY <wra¢ld wbRda M G' conpatd IaVas ad fMll M a mhlmwn depth d b' a m dir¢Is4 by CM Erpkrar. E¢h IaYc atoll M thorwphlY W WWIy cwnpald. At lent o tanporoy pwamm[ Stoll M prwldd MCNn 3G hours a tM cornplation a b¢kfillFq and prig W laaekad •Mldaun a all la diary wive m open art hen hem nwds t,,—Ot Oro LhO wbJ«t b wfd OO, Iw ti, , tanporay pwe•xnt Nat wroi•t a tl Iamt ore ken a thprwydr aarp¢td at.r.Nrom <wrrote. Tarpomy pmrwAa NMI M proPslY nrdMakrd and flroll M rplaue with pmrrrmt pavmaOnt wkr b wnpktWr a CM projet a weparion a work fa tM wkda »mar. Cement rarroy pwemmt• •loll M roplad with costae havkrp o mk,iman tNckresa oyal W tM tM<kassa d tM «isyp pmmrH, Mt h ro sax k» LFm 5' LNck. TM ten wriou NMI M snood W amootNY matdt did•'oq pocmamt. M wclap CswAunI tb) NWI M mdnldrod betuwn a<hliry W craw tabs a wke mesh. Rehfararp •MII M Ramat Nth a mMkrom ma-1-d rove' a 7. Overeat' Mal M , "thgMY cwnpacOi" strvck Off y tM d N I— and cured far seven (T) dwa with molstared Nwl poor a bsbp cowrk,p Mfaa M"vq wbj«tat W vdfic. Bitvnhws Pwinr,ts NMI M rwlasd Mtn 3' d bitankava plmt mixed raarela a tM tnkbrf. a tM «iatkq W4.rrus pwcrrnl, wM1icl,nwr is lax, h aaadarc< WM Vwmwd Ageroy Of Trorpolatian Saadad Oraui,q D-ZO. Sid -Mk oat csM "I M rpbwd in kind a or overdoes with dalaih aFau. m tM Olms. E if v Ratty <urM nwy M wlvrped ad text M dam prmmtly Rags <ovfrd, tsF NWI M re-.aWNbM M a�adxs with Saban W, Vemvw,t A,pary a Trwpo-tahn StodsA Specifrakrr far ",I— id.DoV do. TM Centre ah 11 rayon bW fO, rtM tar :rat grads a tM ROW auaau /s Orr yar follduirp tM canpl<ticn a tM Ivok, s m spaclfi" by tM Dhvkt Trorowrtakn Admhhbdor. 02W0 Cl EAR— QRUMING AN WORK INCLUDED: TM Cmtia si 11 do al <larkp, Wl, bkp oat strimirp rraceew-y W permit rarobvx a tM work wttwn tM I— d tM property a .mm,mb wi<ald M tM trwp:p•. CLEARING AND GRUBBING: TM Canvacto NWI do ill Irussa-y work d clarop ad atoll Satax a all motvM, kaldkq teens oat brvh m may M opwovd try lM Epkrc. Dspowl atoll ,-ply with lax wdlrrmcsa. All Pam <nared atoll M kit Clem Pat wesmtabla. EXwpl within ¢tent tin» d Varhes, mmtalaa, tn_.dirkw%a sfsavMwa)M hn nMildiu.,els sM 11 M mranwsd ur�ie» othewlx remkdh apPraved by ErCkainp •hell M dove i, wch a rrwsr lFW presort ,,,aptn oven marsW wonh t1v CM wrolmelim Ikntta W ghr p I,ab.a apgP-m«. TM Cartra[a fMll rarave tll •h.aa Pat rose witirir parnarmt miOM>-a-way. STRIPPING TOPSOIL, h galerol, wlcs crostratb, If nat h roadway, it is avid ¢cox private ad wdk rphta-a-way, safently wove d witM1 bgoil. Aiyr vachiry ad '« byiry opcxian c earvatbn a atrvcturc• h manplel<d, eaa mac,. atoll M rPnoved W arm Riled, > kWd with topsoil Pat a Aed «< ihd M 5«Ilan 02520. Gard safe NMI M Isf[ M a wMitim coral b LMt wN<M1 «fold beforo rarrlrayn. 02212 ..RK INCLUDED: Embenkmmy atoll M careratd, m shoo. m tM Gavot aaairpa, ylerwit r [M centr¢ear h atMr pprord >wvk> «<ad.a mdarbl a I apwwd rbid ablated ehnuV Oiti SURFACE PREPARATION: alb, [M anbadarona tO 5 M constnctd is leas ohm f«t in depth aloe lM «blip Bade, the am witiLM1M tM ranstratien limits atoll M wePad by clarkp al Vee>, dw. timber, brash, bushes ad shrubs. TM mw atoll M Rubbed W rfmwa Ph atwnq, rwy, duff, Rms turf, debris a otter bl«timala molcbl. When tM embmkma,b oe 5 feet W veer, all atwnPo atoll M vet off m clox b LM Rou•'d m w«licdk, but rot W c.c<ad 4 hcMa above tM «htkp RoW m msi— d LM time a tM stoop. TM am Stoll not M Rvbbd, vet ill objxtimmle rrMCM awl M raraved. All materiel rswlbp (ram fro oM Rubbkp atoll M aathfataiiy dipoaad a in o maMfr opprovae W lM Erpheer Pd h comvliara with I«a aainenw. Wlm wrlbabnalts or W M nwde en a Nllzide, tM sbpe d tM oiOhol Oraad m ..ch tM anbadrnr,la ore b M cwrVvctd stall M stepped seat wapcly drai,re m tM fill b cwnlrvcld k, ocwrdare with lM aPd ¢ m dM«led by lM Erpovar w [het dust mwa.rrt a LM Nam eve, nil - MATERIALS V TROL• TM «tousled ruck, ledge, bwW<rs W stone, «cot wire remind in tM conNratim Of other !tans o otMrwix dir«yd, atoll M uxd in tM <m•tratim d smbadw,mt> W tM aX[mt of tM saj«t req:iranmy W, gu,Pally, atoll M glad w m W form tM box a m anbenkms,t. Frpim matabl al.dl rot M uaad h lM cwr4alkn d a PIO—mis, nor NMI tM anb,Wunents o- surce»iw lovers a tM embenk .m ' M F. uPOn _eaten maeria. R¢arrrt d mxcial fit r then rak shall stop when tM wsWhd t lampo-aturc, Miwu 3Z'F, prowbit> tM obtohkp of tM remind compatim. If LM acial i• aMrwlx ¢ceplable, it shall M stakpild W reserved FR allure ux when Its condition is auptdls W tM Erpk,ec fa ux h anbmkn,Onta. EMBANKMENTS OVER UNSTABLE SOILS: nab, mlbod,nwtt is b M carvated w,vnp, mak m o—em Of urotabk adb, CM urwiWbk motsW a1Wt M e All —id b -rash sills a od<gate b tI, cpocttY pl tM anbaNarrnt beg.. Altanotiw mathdf ash m vac d a filter fabrk h Plae d «cwatim ad bockfill mw M atui:ed Only after approrol a •ems by tM Figurer. 1'bterial frOnr arcwdiOn m tM woj«t shill M u•ed W tM «lure wailabk W wMn rot wtlbbk still M abtdrrr4 (ran dive •a„rrsa when mtMrUd M wrHYp by lM Erq:aer. METHOD M CONSTRUCTION: Mo1.erW Mop plod h wnbvsarrrta atoll M plead M Ialzanlol byw of mifam thkkh»• arms tM NII width a tM errlba,kmmt «scot veto, It h Nnpractiwl y cwrtrat full width d tM a+rbenkmerrt, portM width Byars rmy M aAhoitd by tM Erpkro. I'll i Iwruit�k rrral<rW atoll rot M Raved M anbmknwKs, raft m Plat o m odard by tM E.p.rc. TM byes •MII begin It tM deepest port d tM fill. Embodmarts stall M pbcd W cwnpayd m h Sxtbn 022G5 a the.. 5p«i(kd'rro mpg G krlr lily b ebWh r5i rrra'vnlwn dry dity i t LM ASASd T•ii ($tided Proctor) ¢ tM ASTH DG93 tent Fktd dmalty tmLFp NMI M dare h wnfanrrrce with [M Send Cdr nstbd, ASTM D1556 en tM Naka' rlethd dexribd by ASTH D292 s MSHTO T233. Effective sPreodM p,ipmalt e1M1 M used m •ah III— b obtdn Onlram thickreaa stir W wmpatbn. Eah toter shill M _tpt aWau,I�W>wWl a patwill a,x � b lM wlaien edge a snbPJrYrOnt a,d canthuw. a foh III,— NMI INFpmrl reyMad W a•rre "If'- dmNty. TM mthr aw W asf a wmpatbn etylprr,•nl cemarrlp>atae k y x mt LM reyiree mhh>wn darhy Uwof. Falb mw4p W dFc i� a rattan, rampatora a a cornbkrOtlarr tanpmtbn pspo,a• will rot M cwridr�id m% �I` � ry�l��i twrd fa All fill mania NMI M wmpatd a a moisture ranbnt dalarm:,d by lM Fniti"ao W M wilabk ro dNdvq tM rcmhd dmNtY. h ro sax, stall tM melstRs content in fat�lwc salt canfratim M mare tNn 3 Ocrart phew lM apbnan md•tse wn W NWI M I.» then tiM q.mtity t1aL well rave tM unbarluramt W become :w,slaae dskq unpatiOn. Spupirr•s, shovkp s aMr diplacmrrt under Navy agipmmt Nall M rarieard prima i«is svidare fs m apirrckrg detamhatian a k a stabililY War tNs rery,i.mamt W Furtlrr pbcanmt of rtwtrrbl h LM sea of«fed andl M slopped On rela4d b alas LM moterW b sldNlix. wlrn tM maislurr rmbnt a LM macW h tM lays v,dc cwn4vctim i• If» tfrm tM anoint nfra•sW W obyor wtiaatary cwnpaUan by m«Fmkol ccmpectbn rtrthoda, was shot M addce by preawrc diaWb:,i a other approved e-1—l; a� �atw M added M «<wabr On borax pits. TM u,otfr .Oil M Onifom,ly y orarporatd hlo tM sill by dix, haraukp, bldkp s by xMr appraysd ,Vhly a. TNs mawpubtiOn may M Pnitted Fa sods prat gravel. when Iles rrM•to'e wnb,a a tM material h h «ce« a 3 paca,t above tM bO, mtirnlwn moisluro wntm[, try malerbl Null M Ldli diakug Y Irlcorpenabl ii b the wet meter �tM rod ma.orial Stoll M acxd by 'nq hornunrp, kdkq, rofay mi>irp m alw approved methds; c canpatbn a SM Iwc a rod coortayrlal sh nd all M defeuntil tM layo iKm trio b tM raq,irsd moisture coolant by avmordkn. RPELINFS IN EMBANKMENTS• RPolkre oat evatrra pbced i wl 1rnb a fells a1r011 caaam W tlr•e sp¢ificotio-r Mth respet b «coaticn, Veddkp, kvkp ad bakfillkp. E>cavotbn (s pipelines W M knd M anbmY nm. atoll M ends offs tM anbar,k,na,t hen been ranplatd b a Might a 3 f«t claw tM Sam a tM pig. TM Film s1Wl M Idd, PraparlY bddd W bakfilld W tM tap Of tM trench a<wtatlen. Carobpclien a eM anbmbnmt NMI than wntksae acardirp b [N• section. Firbmkmmt match djaa,t b pipalkr• •hall meet tM r'eQkrarrRs fa backilll. No payment for wMUWb bakflll u,ll M aWriid fR backfill trarcMf COVER: EmbP,kn,ente Mall M topadkd oat seedd h ararvbre with $action 02020 a thex spaifkakro arg<x sp«liied aherunx m the pbn. h anbmkmad Iva erosion car,tiol vla+tkp• o-e W M male, tM sm shall M Radd o bamd W waide rro•a-drdnms W topsoikd wkr b tM plmtYp. IM13 WDRK INCLUDED: TM FOr1I i p xcaion dexribva CM work W M der by lM Cwdrata M rrrakYlp pakkq a rod mwdbr. GENERAL: Prien W tM bepirrkp a eacamtiOn, gvdhp oat aMPNarrmt mcdioro kr any Pm, al rl¢nssPY cicmkp oat gvbbhp h that ram Nall nova bear canvlated. SLOPES. All akpn h vet ,rat anbae. t aecLior, SWhes W waterways, wlrlher oW ¢ nawly ofr»buctd, NMI M aahfatMlY cleared oat clard o/ obslrvctiws oat bit h a neat red kkn cadttyr. Fx<w•otkn stall M rtada M rsmw,mlY <bae wnfomYtY Mth tM line., Rmes W rey'rarlOnls idicaled h tM Caaract a ar•dcd by tM Erpkrc. CONSTRUCTION: During tM caswctbr, tM .adwwa W pakMp atoll M mdr,laMd w that thry will M drdrod at all times. WMro trafk h mainbGld, are NWI M ararcllW b keep tM portion open b track in a :wtiaawv wrrdttbn. REI•IOVAL aF MATERIAL: Au witdrk rrratu'W rsravaA (even eacmatim alldl M and it tM Famaion a arbPdmrrl• m kdidd On CM Plop a m dimtsd by tM Fpinar. TM edro a wmb maar:al evrwayd dxkp wrWvctbn a tM roadrays oat Pak" will M usd b LM «tent pmsible W udiwnrly Flatm Hopes, o M depoNtd h —h glom Mhh CM trpM-oi-row w may M kdidd m lM Alms o m dirxtd by eM Ouerr a Figireo. Nora d tM .>va a u,my maoid ill M ra.rved !even tM sej«t Ny, mlesa permilyd by tM Owsr a Erphec. A/M rrlateitl rot uxd M tM rpht-d-row a W NdIOn elapse •bl M ,tad b fin wlli» o xMr bw .rem with tM project krda m dkated by tM CVwsr s FipYrr. All a Ur enfm that as filet with [Na «fro a upab maerM MII M � �W� topwild, seeded and muKMd M acadore with tM I,rdxopirp TM Cmvato still M responsible fo tM ataNllty o/ al cantrvctd arlbmkmarts W NMI replace x N• wn «purse dry poetise whkh have beans displaced oat u,idch an not aviWtable b tM larP.•ddable ntouerrrmt a tM natural grated upon ud,lch tM ambadar,mt i• made a W m Act d tad. BORROW MATERIAL: Unlms Miar:td by CM Elmore, bsrow matsW aMl rot M Plad mtil all witabk mayrial hen ban «cavatd and placed in LM anbvkme,ts, aXrapt wM1On 5W Borrow a Gvwlo- Barolu Is rolled Is m tM Rat s IV/lm r Im Bamwu b rdylrW by the Fipkrer is uw Oder emhada.raRs a and wnh malutol fran roduay «caraiar h rnakirp anba,Ymenta. 02221 WORK INCLUDED: TM Conbatar Stott «<wde W r,o.r.ra depth in ea-th fa a4ucls« W trarohea, OakFill wch «wrakro red Oracle oat tamed m naceaasy, m N»ar m CM Contract Drau:q• s m dkalad by tM En9:rc. GENERAL: TM trachea Pat dher «rwaUan Stoll M of wffk t width O d demh x all prints W allwu all piss W M laid, junb W M farnrd W sVucllres oat mpl tar,t cartration W M bwlt in LM moat tlara,ph ad wRkrtr,like mans eat b tllow for Nsetkp W sMrkp, parpkp Pat bdrliq W fen raraysp W rplak,p arultabk mOlerW. TraKMa Pat «cwdiorr atoll It Imat twelve nchx ovals tFrm tM aMide dkrsnsiar d tM >lmattra ly i OO b OOdI volts f m rot M umeces>o—ily wkb w m W moyrWlr krreax I,pd en [M pig awlt nd ' Will, III Bottoms a traalxa oat sic acwallaro atoll M carkd W tits W • sati•fat W tM I Mom dry Erg xc. Bottoms If varhes fen pig >MII M wmid to a depth six ' hen IF'dc then Rad> of pi«line, refilld W Rde W bedded h tM ap¢ifid bddop metMd m eetdld m CM Ca,trat Draun'pa. No tarlelkp unit M pamitW h place d open varh rarUatbn mleas apec,Fkaliy outhorimd by tM Fipkwr a rawkee m epaKkd urdc Section OIST5, Work Withh $tote Highway RgMs-d-way. EwcwaUOns djamt W «!slip WcRanO sv«twee NMI M rime by of awclse> atoll rot M disturbed. WM1aavar bwldaa a Idea rak as aranlerd h sacwatiwn fa aglkr• en raWrs>, soh bwldas o— laden rak Stoll M raroved W a depth Of aiw !ones below Rate W space acupiId by then atoll In eifilld W Oracle with tM ap beddirp motaW. TrexM> atoll M spared at drh times oat W wen I,ly ealad mlr m nvy M permitlm by tM Enpirrer. All drivewwa, am walks, sod, aNVM, ben W Dry xhc auda< motcW af«td by tM work atoll M raebllY tdcm m ad kept xpaa< frwn lM dlrm awcw•dd matcbl. IF wilabk, «<wafad tnolerW Stoll M usd far mrbarknrads, i6kwiad fill. Side slopes of eE<watimf still M less then tM oak d repass of materW «cavotd ad !toll M flat a,ough b w<Ymt Mdea rave -fro. Ar,y a«ara�m r« Md m a malt of areas a cure -.a Mu M sore W eM emv¢ra x Na pmx. Plaanmt d bddrp maa.;a Nnll not M dove Ontil tM goad hen been tMraphly de:aatcd xN lM COntrai.or b redy b kntdl pips a b raulruct fawdaiena a suave• alrvcturea. LENGTH Q TRENCH ALLOWED TO BE OPEN: Lapth a trench slated b M open ah011 M detennMd by [M Engineer. TM fatal romkp lerpth of an Mork Mean s¢<ian al,all M kept m short m N pratkd. Orly liM tooth d veroh wM<h ten M tion "I by kqA O d b t Via, fences, oW lM like shill ba dlau,M to tenon man ovemlplR. Unla» ep¢ificdlY pamitld by lM Ergivar, ill vetch «caualiam sfMl M bakfilkd prior b work ehrt-down fa s¢h IueekW. nISCELLANE0U5 EARTH EXCAVATION: HMwar espied by ter Erpirar, tM COntrala fbll de so<M1 «wvatim aN bakfillirp h dditiOn W tM ba•awatbn W kfillirp d rreedto croswct tM work rerykd by tM Cmerat Da:,mmb. srelloran arlh eXcwWlm W bakfllllrp nay M r«pMd by tM Prpirrs fa teal pits a fa am mfarasmr puroexa. fi nay M rr« aorY b do soma d lhie work by Ird. Eve ar,atkn Fen aeepmkp ¢ wldmkp a Ixr �mmt erpkw,a eitcM> siWl M Kluead M tNa Ilan. Tanparoy a pemrPrrt rclacatim a aVeonf atoll rot M rarderea Iw,ar misreilorw• sate «caroebn. EARTH EXCAVATION BELOW GRADE: Whssys, h tM minion a tM Figileer, rroterbl d a Mbw Oracle line of pig m stratae vim damn a beddkp rtwlcbl is tr,witabk fOn fourdolbr, it s1M1 Nalw M eXcarold W wch addi<ioral dcmb m Ar«tad by tM Erykrs oat then refilled with cu>ird stare, un gated, o lM E.gl'a'r mq d+at that a fills fabric m dffinsd h Sxtim lRl•iK M Wibd M live of dxpP «wvdim. If filer (d.k is Wiliad, it atoll M Make W !M p<carotiOn than brought b Rada the to Rq trarhas m sire,un m LM Cadrpct aukpa. UNAUTHORIZED EXCAVATION: if LM bottom a 'TM rrrrovxim I,m ben rotated Mlau Rak Nam m tM fanlract OrawMgs, a lMl Pr'fscrlhfd by tM Enpkrc, it stall M dd liW Qrode x LM CmtracWY•s f>gnss by rofillirp with well wmpaW beddkp motobl. EARTH EXCAVATION: Fsth •Xcavatkn Incbdaa ill malerbla rot clmalfid m rak «<wolim ad hclllde, Mt is rot Ihritsd b curbf, >idw.dk>, povenaart, gat, by, alit, sad, muck, Orval, iadpm, box stole, loose •tart M mms», seat bwldsn rrrmewkp iwe t1m Pr <ubk Yend h Murr. 02245 - - FIXp IIPE AND kIORK INCLUDED• Wwk of tNs sxbn pctdro b tM baknll iWirsmads oat defiritiwn a malcM• utilied h bakflll eper'tlia.r wwch tdr Cadr¢toII mwt cwrply with EENERAL• Eah •wctae a pstkn a alml:r NMI M krPxtd seat III I- M k,, W b¢kfill bafor> it la wvarad. Approval fOn WMWq W b fly roll /rqt mnslitAf fin! ¢raptors a tM stwcWrs a piPoiiro. top' pilmlirr land b M vet d line, dafw A Or dorwped >hdl M -laid w roPlaed wiUaA additiagl carlpwraxlm. Na baknllYp Mu M dlourd aoW rr,mMles a xha rrlaswrY iructPm rarlrvc «cfx liOn Iadil w„aeb l a rrraswry b .et wfFklaHly, m anta..akrae by tM 6gorsfr. All nNW iI M rarrwd iron lM sly by tM cenvatOn, OnkNO beetled d — FW the Ep:wr, ono dhpoafd a h m o«eptabla nwsrvr. TM fnrdrocbr Is raeponsibla F¢ tM laalon of a diapoaal Ny ad obtalnkp env r,•cna.aY Parmtt. mw<btd wan trPrvmtaien y a ehPa•al d Ito Nb. No srcafs fill may M •lockRled a W rartnatim Nb. PIPE BFDpNG• Piq beddkp stall M the matrW h tM truth Arat1Y djaOnt b tM Rq. Fa Oil Pbatk apirp used fa godly siwc, alOnn, drain, u,vter tarn s fact n it Nall a<vd tram tM botWn d tM trwah, G' Mkw tM irvva d tM am, W a point G' abos's tM crvu,n a [M pig W Null artist a crvaM star, send On growls Pox bddirp m defdid h tM Cottrat Dmou,ir,gs. Fs daffy ken pmwltY srwr, aurae mdn o Fora man ad Fs roiaareed ewrr<b a mplpll cacad wrrtpald ..rebl atom trah, tM bddkp atoll «tad from tM bxtwn a lM Wah, 1' Belau tM krert a lM Rq, W tM sPrkrO IYr a tM Rlm W Nall werhl a ar,alyd stone, •aM a Rawls RPo baddip m dalai d h the Cwdrat Oraukp>. T . pig Mddop shill M cmpacld b tM mMi.awn darsity •Pxifid On tM pbr h pia W provde mifwm nap on t ooW _t pig. Sort hf tma nlaiw b CM pig bddkp b M Ailitd en tNs prof , >MIf pi fwd m tM Cmvat Drawirpa oat ss' tM satiar cevcrirp >paifk types of pig matcWa, Setbro 02520, 02555, OFiSG, W 025L0 m approwiab. PIPE BACKFILL: Ppf bakfill fa this Proj¢a shell irclldt all .rWa:a pkrd aor ttr aq beddkp W wlCNn 1' d Fhishd P:ada a b tad wpgrak m aFowr Ca,bact Pow'epa far Rpm Prdc roads ad Nall M xkcyd wmpatabk veil maerlal (even tM excwdiOn. ndalola uwd for b¢kfill Stoll M subjat W tM hp«tim W porous of [M EnpineP. If M LM aphbn d [M Erpirc tM «ca:aled rMaW is 'trbk fa bakfili, tM COnb¢ts Nall diapox a tM PIPE B W aub.tituy pppr'ovd •Pat, Rawl s ahem moterW k, lM m,ounb and praportbro spaKlod by LM Ei,prrxr. Frofm nalfrM shill rot M glad M boAnlb oat bakfill> steal not M Rod m frp[a, maloM. No stars h «oaf a 3• Sorry eholl M plead MtMn 2 Ito a tM Rlm. L¢po flwr. mw M a•fd it tM bakfili prwWed core le ld:en Ihx •tar* do rot Mcarm ro•td seat the all betumr .ten« ors <anvkylY rake with nro materM>. rM Nx W bockf'rI1 N,o11 sb one L,fsd In bakflll III M wbJect W mPF-t by tM Erphaer. No dropped tram a Mlpirt ei more then 3 f«t Iran the by OF tM Ilia. TM bp4ie1 "I rarht a taro xpcate mroa. TM first tar Noll a iron p a b the toiM NrV mxcial W a MgM of 21' above eM croon a tM FA . 5nkct «,.toed molcbl Mth Stara ro IwW then 3' diOt •MII M aafd in G' IIFk O d conpoctsd W a da y a 95% a ter mahw.a dry deroltY u•hq tM NMI Sladsd Pratte Test, dkp b ASTM MOB s —TO T" (blest veN TM macids M plead raefullY w m rot b disturb lM Rm Or cmx It W W brfok a missy,. TM •feared mro Nrll «tad Fl—I tM ten a [M tint mere W wit 1' of Fins s Rod, s broad wbRpda, fblcbl h [Ms t •MII M xl«t exovad material, Road h G• lift W canpatd W a clarity of psi OF mmhnon dry danity "N lM 5tadod Prato Test, O::cordkp y AST D s AASHTO TOO (Ix«t svbn). SuiWbls <o — veil rm M b¢kfilbd h M. Iar ad cwn—W m ,, hnpoct lYlm <giprtrmt, Prinatk tampers, err:pks On sNf-wop<Ikd, NmpNoet Myers en ovals veaM a oho wifabk emipmart, prwW'vp tM 't5f ca.patbn ngdrana,l h met. M whssladf- veil•, NbnatW Gaya M cmikrd mom Pat wbrawy ro11aro :r uamFxrd arm rm M utilisd, prwidkp LM specified dprae a wrtpatbn h ma. Grenulo- wMsimbsa mxcbl mw, hewer <mea W upon dbrakre with �rqO' M wmpaiad uairp u,ota jattkq a Mr.,asim type floaArp W pwlkp. TM do bath wWh atoll M a (f y wnp¢td W brwpM W Rate. The ro-wrrswn'arg 1' Of WCM1 MWaear tN ten a tM bakfill ad tM Fkwl wade, b M seeded welded, •MII M w kd with tpwil, dirtat W ikrahed ' ¢cwdPre with 5«tiOn 02520, Fkal GrOd6rdirq, Tpwilip oat Saq a these 5lmcifkxlan. If tM arm b W M prod, the uppc mere must M <wrtroctd h ¢cardmce with 9actian 02419 W 02650 s 01G51. FIELD DENSITY TESTING. I.hlas sp«ifiad sl•euHrrs, tM Cwlracta Stoll sovi4 ikW dOnNty tmb b vwify that lM <aapoctiOn rp,Murrds a lNs section Iree been end. nderlol Mvhp a Rod011m with morn Llrr 30f rctoVW en tM ' will geromally M cwridercd ten coax (a salaatsy clarity tmtirq W A,IOIWca NMI M rp II with finer masrbl ad rxwn fit 1 Mfore n ly . AddiUad itv bats rrxasso-y, W P a failure d tM first tent b ramply :' >tatd dnrrity rayk•mrmin, alrll M PwWd by tM COnvatar x ro additi th vest b tM Ouwc. TM odd clarity detaenkatk. MII M rode in accardays with 5tadad Tletirod a Tmlkp fO, p ty OF 5d1 In Pbce by tM e W Cone h ASTH D155G (MSHTO Ti"')y N:,a 91) a Wrar Methods h aradenes with ASTSTn D2922 a MSHTO 7295. MATERIAL SPECIFICATIONS• TN• tbn pertdm b tM Ifidian whkh tM Cmtratm L w t tangly w1th l O dirp lM Ili ad lym a material b M uUliad r« nu, bakfhl ad ambaNa.rd paxkrr. 6RANLI R PIPE BEMAND BKKFILL• WMre r O< O is mods W tNs matciel eitha m lM Plena or within LMx sp«ifkdima, it atoll term a well Rend nwleri0l free from debris, ftumm, I.encMa, vep<tdbn, t and rmllo obj«tiwutic matcid. It Stoll meat tM Roddien remirm,mes fa Ravels bakflll laird m (oliwn: Pccentagc by WeitN,tSq,ene flesh Sieves Si<..< (xaiana wi %_ Te a Sad Porn¢. 3' 100% --- No. 1 50% IOOi 100 No. 100 1 --- - O - ICI 81 GRAVEL BORROW: Hlrre mfOn fa trace b tNa ma wl it On tM plot a thin lM mecifkdiwn, it Stoll firm a mx.ria remwabiv rr« (ram out, loan, clay a sgenic motto canlainkp ro more then tM by waipht pmNrp [M eM0 •few. It atoll M mifomlY Rdd ad tM Isgeat elver~ not «wed G' h aW dkrrn>kn. SAND Sod atoll rmNet of <Ism, bat dsxk Rana, akfamly Waded I.orn dsrs W fir W atoll M Fr« lean hjunwa mw.b a silt, loon, cby, stooks mxyr a aMr bmful wMlo-ua. It abet m«t lM Redotian reryiranmta fa sad definee m follows: Parcantwpa by WaigM Taal 2' IOOi No. 4 90% - IOOi No. 40 20% 4- 1- 2. No. 200 Olt - CRUSHED STONE: Crusird ftwr a scr<ard Rawl, Iwd/om1Y Boated fI a 3/1' W 1/<' W a satNfalwy ydilY Thal M /,wrlidrd W repl¢s arwibbk nrdaid rmdd Mlwu grads, b bed pig, W r«laW mmtbri tad Ir d by t b be ufnd flsswhae w Nlam m M Cmtrat Drourp• o m rsmlyW M Espirwer. u .ton M .ism, rod, eatable W fr« frwn one, loon, dw > orgmi< mayor oW •MII lee urll eanpoctd h wars. STONE FILLM : TCaNrata NWI In agciihd drviam diWM fabwkq «rm�Um with •love nil rswwrably <bas cr Oat lty with lM d:.rnsiar Nwn On tM plo, a m adored by tM D,Oirsa. Star fill envy alw M uxd M the •tabllifabn a anbagana,t, ad •MII M pia d h arts col,rx thlckrr» m siaun m LM Plms h a mwnc the veil rfwlt In a '-emarblY well Radad •else. Care Nall M taken h tM plahp b waW diplakp tM Wclyirp malerW. TM Nwrs NWI M w pl¢d eat di•viMled tint the "It M ro aawrwbnms a sithc tM lPOer s smolt Nrsa a .tens. Rorapurrnl OftM •love fill by bat labor a macFlmkal pyipment may M q b a,tdn lM •pacified rawly. 1'Yrl storo illy oat filter blenkst ary b M placfe m part a m anbPAnra,t, tM protective nMcbla Nall M plead carinraMlY with tM cOnSUation a tM >mbvrkrrvrt mis» dF:mulr tartNwnsd by lM 6'gkrec. Whore •Ions /ill rod tittle bladut h b M plead order wOtc, mdlpds '"IM u>d Ind will mhhJx xRsp W h.ar. the LM r+arirrd Urck«» a prd«tiw mdabl will M obtaurd. Slwh fa flme nil •MI M opPrai Idt bkrbd rak. In stone sW M aQAa M slgr aM shot! not IaY.•< a enroll»t airrwrsion le» term IA d R< kapeat dlmrslm. TM stay fill "I M "•ma�lY wall Oradd lean lM III——b tM rr,akrxan •ire •Love paclfifd w m b farm a w.npad men• Ildrn h sae. Tspa I. The Iwgeat dirrrmim a LM Slane Stoll vtiY lean 1 irh b 12 :rhea and tl kmt Wlmrcu,l a tM oaten d lM stars M pbm "IIra. a bent dkrrrkn a 1 krchr+. d l Typo 2: TM Ia fdirraWOn a tM sever •ton fay from 2 rcfr. b 3G krcM oat d lame 5D pvraH a tM rolume a tM elver it Rae stall I+P.c o Isost dknmfim a 12 inch. c) TYq 3: TM Iape>t dimarien d LM a4rre fhall aaY Frwn 3 h[M• b b irlrm oat a Isa•t 50 perra,t d tM Munr d tM stow h des sMl floe a bent d:.rri. d IG u,che•. e) Tylm 1: The Iwpest dknmNen Of LM Starr NMI vW lean 3 !rob b f0 htcl O d a haft 50 w•rmt a— l d I a tM starx h place stall Ira f o tart dnrrbn d 20 hchea. RIPRAP: TM COntracbr by fstall Fvriah W plat nprcp k, raasPralY <bx <oKormity b tM eknariwn, elstdiwr oat x lM lordiw iMkdd en lM Plots h acaeare with loss fpecifkaiPr a m Pdard itr Erpkrc. TM •bpm W M pratelm N I M hWOdOidoat •M1apd W tM lorx 'rldlcatad On tM plus a m d'rxbd by LM Erpirlsc oat K kl O fill sea, shoo M canpactad w par this wctbn. All slepn etWl M mohta'rod W prat«tad W LM rM lir•m :dice d m LM plat prior b tM plairp d riwm. Sew Fc rimm NWI M mwovd, raph, ,nl,elln gory ra•�, m testy rabpula M s«tim m salk0l. The •ear. MWI M lard, Bawd. 'slot b tM ark. a ,uaRc oat uleol/rrkp oat witdle M every rnpsct fa tM puryor hlydd. TM kravbta stares •MII Mw a depth gal W tM tNckro» d — wale a rgnp. TM riprm, compbb h alas, Nell wroid a flares the lam a mkwnum wl:wr,e a 5 cubic f«t enkx olfrrwix rated. rM wide belorer — stars that M <hhkfd with snaps Storrs b (rvAr a MWl Lily wrath ab m Fam w Fax. Rip rp NMI ,, r dly M pbcd (ran en elavxwn 1' Mlaw tM river Mtlam slevaiOn W tM nlevdion a !sight spr'nd On tM Can[racl Draul.ge. PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VERMONT 05403 MOUNTAIN VIEW OFFICE PARK LOT 3 SITE DEVELOPMENT DRANING TITU TECHNICAL SPECIFICATIONS Lbnald L Hamlin � JPK JoD 7201 : lui • W o, � ! ��ff Co nsullZn g gR1 Ik 'f Engineers, Inc. JPK �oll,t s� ff to y96 RarY SYaeet !¢37F 0252D NOOKWORK INCLUDED: Winh k Chia xctian pertona b tM MWlldim d all stone Bran rod robe Im>tM <Cm4aci t>Dro TYPES or oa illy«terores.t WE,erkp,shill be m OF PIPE: TM type Of pia Nth worse nay be uam Fa storm drdn IM> is Smooth Inbrior oil Arrwla EMeim Corrugated High Omsity PolwtMlax P;pe (HDPE) w m apprwm spat. by TM maiole order slap msket am stainlma stxl clone asxmbly novel h approvor [M Engi«cr prier W tM MWlldim d my pia. SMOOTH INTERIOR AND ANNULAR CORRUGATED NIGH DENSITY POLYETHYLENE PIPE: TMs sa<Ificotbn desmibm 4- W 60-itc1, (100 b 1(" E) Smooth kttSilt ,M Amulet Exterior larugdm High DmaitY Pol»CMlay (HOPE) Pia w;th a Silt Tight and Ledo Reahtmt Joht fa ux kt nagrn>urc grw;tY fbw draiag applKabma. • MSHTO M252: St —dad Sp«Ificatim far (ugotd Polyathyle« Pia, 4' W ,0'(102 b mm 250), Tya S. AA5HT0 n294: 5twdOnd 5paificdim for Corrugated Poiwthylma Pip., 12' W 45' Csoo W Fzao mm), Tra s. AASHTO MP]-9T: Stodoy Spai(icatim for CarugateA PolYetMle« Pape, 54' W !A" 0350 ad 500 mm), Type 5, ASTM D2321: 9tmdod Practice for lhidayrwy ImWllaian d TMrmoplmtk Pia ;m Sewers oy Other GrwltY-Flow Apq;atiwv, ASTM D3350i Staywd SpaHkwion for POIwtMlene Plmtk Pia am Fittklm nweias. ASTM F477: 5faywd Spaifkd;an Fw E1mW«ric Seder (Gaskets) for Janing Plmtk Pia. > Pipe oy f;tWp miles still be Mgh-dmaty polyO ley ,—tip ASTM D3350 minimum mlt clmNflmtim 324420C fa 4- Lhciph 10-iah III—err 335420C Far 7-through GO-iah diem<ten. e Pips maaataor far thh aacuication still comply with tM reyirenm4 For tint methods, dMambm, and mwkips feed in AA5HT0 ' 2 2, nAASHTO il— md/m MSNTO P]-9). The p«salbm Ntts d pipe ay wniral Mide dicmet$ro. Pia aims shoal ba ro leas elm 99Y OF mm;rtd hide diorneta' ad Rosy a m _h of .0 fur bylrp IegtM a 20 Fa 4- W 10-ate (100 W 250 inn) dianalsra, th,,, as wpplitl atoll a anooth ht<r;m oil hearty Exteam Corugated Nigh DemitY Poly tale« (HDPE) Pi —tin,;—tin,;tM ragyiranatta d MSHTD M252, Tya 5. a For 12- b 48- iah (300 W 12tt1y1m) amycaa, tM via walled Neu ba smooth kt,, oy Arrx,la Ext<nor Caruoaor High Davity P.IyOtWO- (HDPE) Pia mating tM rayirmtmb d AASHTo n -9], Tye 5. a For 54- W LO-. inch (1350 W 150pem) amvlcs, tM pia wpaim atoll be moth hleim oil lvuab ExteN« SHTO ltl High ,,O S. PdYetMle« ("ME) :Ipe mxtng tM req,iremalt$ d AASHTO nPf-9i, Tya S. Manyg's 'n' valx im ova h deNpl Nall rat bs Net thin 0.010. FITTINGS: Fittir s .MII conform b AA5HT0 M252, M m MP'i-V. Fabrkalor nttkp. Nall is u,<Idm On tM Marty ad axt$riw a all jmctbv. .10INTS: P;a Neu ba ja,m1 with bell-ad-pigd putt$ mntkp t AA5HT0 M252, Pia MI m MP]-9]. Jolts Nall prnida silt tigfR rod Imc roaistmJNM. Joints Nnll iKmporda a gasket nyetirp CM raykartmta d ASTM PVT] W Form Nlt UgM oM bak ro>htmt mrlsctim. bkts Nall «csad LM aril tight phi pc(omoaa citcb d AASHTO 5todwd SaciflcaUms far HigMuoy Bryg.a, Divhim 11, Section 2G. • Gmkeb andl bs Ir OOLIOt by thceps d b i.alurcr oil cwarW with a ramwdl< wrap W insure tM tpaiOI is fret than debris. tlA� Mm Iu blkmt applied by tM nmdaWrer atilt be used m the gmkst ad bell y. e evrooth htcbr oil AmWm Ertarbr Canpotd HDPE Pia shill tit Sure-Lok F4]] m dub for b f I mmuiaW.yd byittHagar, la, m a pre -met Aspat. All ill, f, product$ moat ba submtl W tM Erginsc wo weeks bewy id Contractor approval. .naWllaiOn Irvlda;m sMli W h aaardmre with ASTM D232I wNh tM axuptim the n tMfkktl row fbll bs oy Foot (0.3 m) fin 4' - 45• qpe rod For 54' ay 60' era. a B¢kf111 th., pia wlth macbl mrutiro LM «mkerlmta d ASTM D2921 Cosa I, II « Ill wbjat W tM aprwd M pof tErpkra. B«kHa fill l ba pkrd h •'w W tw.lw arch lifts cwnpator b a mh;man 'KY sttyaW pryatm a m d.aigpted by ahTw,,h wyth >hwid M wide enaph W Pit ay compel bakfill Oh-1 the wtsmti« aa. TM troth width shill ba wbids ,ILO ae24' fin pia Ncn 0' 12• W 3ad ide diane1c�36' tw qpe slam 3G• b W LAYING PIPE: 5tonn draM ad culverts afdl ba ctvt I,OII m a bench baton WIPO'Od ate bedded m shaun m tM emtrat Drauiros. Each as slal be chakm Jest arty W bykN W saws that it h clear a ail dkt oil d,, rI, ad shill be by igs b the ad Wro m kdkatad Oh th, Drauktgs. All ,joints Noll be tght and inveta atoll b. cmtirwoua. Whit ape i• W ba Idd witlGn tM Stab Highway R;gM-d-Hay it atoll also ba Mtd4d n accordoKs alh rsy,kanmta d Satkn 601 d tM VemaK Highway DepaYrnmt Spal(k4tk«, Core atoll be «ercixd whet mbtlip as Fran delivery trucks ob movie as W Its f l pefitim. Whit dmKged as b ,OJftUNL by tM pi«w pipe Nall be faniaFd M LM Contractor d [M COnUatar's «pave. Whore «Wing pipe is W be reWvyd Or ro-by ad it baanv+ datYped due b tM fwlt of tM Cadratw, it Nall be ryplaor with new as d CM CmtraWr's expama. PIPE BEDDING: woe btlarp Nell be m cep Ith in psalm 0220 Of Upx Sptt;fkw;wa. Ranfaced mKrab oil mpM1olt cmttl <amug>fad metal pipe Nall ba bedded from tM Vetch batten, 4" below th, Mert of tM pia, W tM spring Ito d tM as with fad a oranlw Plpe bami,g m detdlor in tM Cmtract Draulrp•. wmtk pipe atoll be beddor from tM 4artch bottom, G' below tly kwart d [M era, W 6" above tM «can d th with sad m grw1On ape beddiq m d<tdbd N LM Cm4at Drauhg, SO,01H dove tM pla baJdlro fFall bf ItObb «raa[tl matebi frx d Nonss to'gar that 3' ,ry atoll be pkKed «<ordkq W Section 02265 of lax epaNkdioro. MANHIX.ES, CATCH BASIN9 AND OTHER APPURTENANCES: What akdd m LM pbv, the COnVatar .MII FumiM ay MWII naoinlea which meet LM reylrenynta d 9atlm 03401 of tax SpaiFicaGm,. TM COntralm shill ales fvMsh oil MWII mWh bettor why indicot$d m tM plum, whkh mxl [M regylrenynta of Bettie 03402 d Elyse Spaificditr. All nimble Or ,wch burin Nam, covers s ob dhc mlarellatea:s meld stall M fumisMd oil hsfdltl h ¢mdope with 5«tbn 0555o d tax spailkd:ay. Water from treahea ad excavatiom atoll be a>poxd of in wch a mavyr m will %cox inj n W publk health rtw W mbik a prim p-oOar t nor W k fsr.erae plebd m ' prvprax, nor W wrfaa pf Mghu,aY,. try Mer with ux d amx by tM mbik. No silty, br«kith m t«bid water from [reKMs one «cavdim• sMli M auwued W dixfvm dirttLlY W o +Crean m nwural drairoga x laming W a a4son. TM turbid wile cOn be d;xhagor mW tM gn:nd prndkp lM wbsry uymt ndf des not create o turbid ,itvdim h [M traon. Where Broad aaikatim m is likely W crmb turbid •Crean <aditkm, ei ConVarw wlll be raylrm W deWh LM 4aah eacwwlm order in a lanpmOny atlimmlaipn pay m a simile method aruptabk W LM Enpam. Upon camplwim d rm.4«tim, an tenparoy atlirnenlaim pays wnl 1» fleet with roriw malaria oy LM site rosfored to its erigal ewditim. 02540 WORK INCLUDED: TM Cmfratm atoll coTY rot his opera'ota in wch a moats W give ad, aaa<Lim W order rn,rxs atl mnimitt awfae eoNm. Witten T mlwtdw days rite Nptke W Proceed m [M fYoj«t, LM Cgn4¢Wr atoll wbnit W tM E^gMe for ¢ceptarcer CM Cm4atm's woposm methods d erosion cm4ol ay a4aan prot«tim. Ne work ,MYI be atwttl m ems whkh an Nghly s ealbk W aroebn, m Hallo by tM Frpkyer, « withh «i+tkp drok,oge horyla mtil tM methods d aroskn can4ol, W be arploym m tM project, hors boat approwd by LM Engrtse. TM Eroiyer has tM wtharity W Ikn;t lM surface met of emible —th l <xaeor by aeavw;m, barrotu ,sd fill opeatiwy oed to Of—tM Cwttr«t> b provide irrrtedio4 emim conWl memw<s W provmt conloniaim of mJaett U<mv m rites wabr caureea ay meet d water :npwrymmt. rhea mmwrm Nall include but riot be IMlttl b, torte check darns, hay holm fa mulch mrry atting. A. tM «cavdian aaesds, <ul abaa erldl bs xedtl erg mulchor W LM «tint cansiderm deairobk aril watkd by [M Frp;nea. TM «powro d anplebe M elopes ay anbmkmW LM elartmt$ atoll ba m ahwt m practical. Semip, mvlchiro, Mtalbtion d emian emVol Nrubbery a rites daaigrad Varietal Nould by niUatad prwnalY oil cmcumadlY with lM oltyr urork. M catratm .illm r.g>irea W in<prparwa nil pematmt emkn rmerol r.dwm i W LM ProJat w LM emlbat Pratkd tarn m wtl' d ' hie ¢«pWd «Meat. If ad wFm <aditkm dewlap that will w•pmd ewvlratbn opeatiav fa my opprttiabla length d the, 4M «cwdlm ad embmkment wain atoll be fhrytl M f«h a mmner that LM rmdf of water may b. Ntmc<iKad rrd aiyertm W aids where Ism[ eroaim shill rewlt. Slope d«M shill bs ins Wlim m soon m posaibk b msiat in carrYng thin nvwff. IF [hex provmlaivs memuroa abuld (dl oil m aprakbb aramt pf matrbl begns W erode kilo a river, Nravn err hrtpoudnnet, tM Cattratm Nall at hmedlweN W carat ad prev.st f«the armbn. Erasion corral mama«, .Mum <oM,iy,ad row tM am+wtatt arpag f«ilnb, have born corvtr«tin od udil firma m x<Em flopas er spaciallY Wllm hubbsry b mtabl;Ntm wrflckMlY W b< m <ifeaiw datarant against costae. Unless ahetaix aaprpvtl h uMtirp, ladim arytpmmt atoll not M operdm k lI es ><rswna «apt m nay be raa,irtl b <wVat c}vpe Mvx1 ay permmmt err tanpapy atr«terse. RVvar'a, 4nna oM 'vnpowymm[s atoll, m <on>trvc4m will oleo, bs stared d all idx work, alirp oil debris emceed by LM caul tiro eptl= TM Cain«tar Mill perform ill d tM alarm uroWr oil ermiOn wntrol epecificwiwm wy d<tdls shorn m tM Cont.«t DrowFtgs inclmirq MWllwlm, moirMlvn oy rarovol of lmtporory dwro wy filet protectim. oz5ss D r ON eT N N R 'T WORK INCLUDED, The Cwdroctm NMI iumiart, MWII oil Wat all water math and appurtwevae+ m aicot<d n tM Cm4oct Draukga rod ' ecificdiwy. nATERIALS: was .all watarlirca Moll p daub kon Pia Of LM LM<t,i, cline dmlOhl, m thoats. TO mhMsvrt ampldle thkk.vas pia Nall ba [M thick«» Clma dnigratad m LM ploys. All dank irm ape atoll be Cel4ifumlly molds ay •MII mnfartn W tM later rnhim d AN51 SfoymA A21.51, (AWWA C51) oy ANSI Sbdad AZI.II (AWWA CIII), Rubber Gmkd JoiMa rm Curt bet am Da[;1e Irm Prnams ova fillips ad PIYI Stmdod A21.10 (AWWA CIIO) Gray-Irm ad Ductile Iron Fittiga 3 inch tlrmgh 45 iah iP Waver ad Othc Liyida. All Nctib Irm pipe Nall be c<matt Ilrod ad atoll conform W ANSI Statdad A21.4 (AWWA C104), Cmtmt-Mortar L:iro fin Datile 1rm Pia oil Gray Iron Pia orb Fittings for Wdc. All pia jahl , still b, thpwh-m t_, mpt Fa phta d (Itlnm oil wlvn which shill ba mahotical jo'rtt, mien rated aherwix m LM plat/. All ftUrps atoll hwa body thicbraa oil rmii Of m„d„r< _I`_`_W ANSI sladmd A21.1. ant w>h-m jaMa Nall anform W 5«Nara II-2 though II-5 ad II-T through 11-5 d AN51 A2LI1. TM ebc4iml rwductiWty d thpieta and ataltm xrvias Nnll be mantoined w IL Jokta thogh thux d [Free braes wedges w sate Johl err with camatbn straps, TM ebcVical coda thW i tM p;peli« arum all coupling, wlvm, orb Fltivps shill ba mantd«d Uywgh tM ux d <ayuctim sirepe. No covplige eFpll be made d mY ant On [M Pipcla a dtaMd aedces w;thaut kawyoratkp provhlwv b rrtakltaln slectNwl cwdaUWty. MahOnkal phtt, datila im as I , aeshill by rly tMckram CbW dmipat<d m CM d atoll whirba MWllm s spa m On tits pies». Mwlmkd Jak•t daub pipe shill caMam W LM SpaiFkdims i« daub km ceps, 4xcept Fw fltthm which Mill be machmical Jot. nth body thickrow reties d cunatwa canfamip W ANSI A21.10 our mecfmkal pM> wMhCstill be h .cord Idth Sectlma 11-2 thovglt 11-G Of ANSI A21.11. All pipe ad fillips atoll bf rrowfatw d by U.5. Pips oil Found,, Co., Cbw « m apprwsd eqN. INSPECTION AND TESTING OF MATERIALS. All rent km ape oil fittnpe Nall be Mpatm ad tmtm h «cardopa with LM rtvwfature'a apaliilakro and LM _,FLOattiatfd AWWA 5p«iflcatima. ThO CmV«tin Nall f— Fm aW-1, cartiikatbn iron ape rwvfaturc Ulvt all bete F,ave beet pefamm with adisiatory rewlt$. ova andl rot be t at luithwt LM h r JNO1 L approval. HPNDLINra: Pipe, fittl.ga arld a«xarbs atoll be coreiully hodlm b pvdd d,,— Pea W thdace d amptOnm d tM propel uIOF tN tM Puler, kM Cm4acbr shill replace try apt > auaeay lard b be defe TIv a try tktte, almktg rite it het been Mlaltl, d ro «pave W tM Owner. TM Conbvptm'a dlattien i• cdltl b tM fat that LM mmmt litirp d tM pia is ayib bottle ad •eclat can aleab x lokm h Ivyrro. HEADWALLS: TM Cm4ator atoll aavbvct as M1eadwdla d LM locatk.v Ntoun h All wttkp Nal b< dory wiN a nachbv I'a+kp wMsi cartes a knives ad,pled W eM Wr'pox «ma m dhewix approvor. Ail ad rmsortmly clove aMwmitY with thli«s, grmes ad dimemiwv Haut m [M Contra[ Orau'rga « m mdetl by tM 6pae. Nemwdla shill M aitMr cut atria artdl bs «onMd for poniwa oaks musor by wttkp. spaifically dnigmA mpfwt coated, c—lil ttl gvlvmiitl metal em xctiam or shall be d ca+cret$ cavWctbn, m >Iwn m tM Cm4at Raulrps. All pia shwuirp crock, ahpll ba roJatm. If crake occur kt CM pipe, tM IF cwvtrvctm d carterat<, all carcrcta diliim shill meet tM rep:iremm4 for Clm• Cm4atm may, a Ma «penx oil with lM approwl of tM Erohec, rot of LM a«kor pm[iam a a point d teat twelve inches from tM Mibb IMit$ of LM B cararota m per 5«Um 03300 d theta ' ifiatkm. crak oil ux CM waxy porLim d lM pia. All pi All p;pe oil Fittiroa Oil,andl cieorm d ill iorc;on mdtc oil debris W prior tin ud atoll ba kept clew writ Ito tkro d accepWxe by tM Owner. nFwATERINC- LAYING PIPE: ova atilt ba laid upon a trench bat —oil bed meporm m ai<dtl WORK INCLVDED: TM wink Mlmn all wink nor<esaY W preside a starts work m tM COntrat Orauings m wailbd b tNOaatlpn. Eah as arWl be Idd 4w b Ito and firma ,Yd w Idd m W tam a Ugh[ joker with n«t mjohkp pipe, All iw MWllaim of piano ay a4vcturaa oy protatirp tM work than danwge mused by wee. wWlldion d Pia shill be rime n occordatce with AYIWA $lorded C600. At at liras whet pia by:g Ice not atudlY kt mpgrcss, tM opal aye d th,, pia TM «pates CanU'atw Nall w hie honeys by Pumarp, traiwp, ba"N err dhau,ix, orry uptar which may acumubte a M frond n tratcMs orb afro atoll be cloam M tanpway oat PPlugs a by ahoy approved meow. Ii wac Is h tM 4axA when work ie raauned, the plu0 shill not M «mwm udil all thi, «cwotbro mole urger thin contract, ay atoll feet at pump wells, aura, dons, depth d orate mtx:g Ito pia has pmsm. flumes, a .her' works rY W keep trmeMs as rite- exruvatiwv mUrelY law d weer while pia las ad s4ucturoa ad Chair Farabtk« as bake built. There atoll be a minimum d Nx Feet of <wyr m all pipet old i;tti roe. TM as NCWIY erode Of ,O- Nell be probctm rrwn daroge rewltirq Frain dewot<r;rp work, by ux d cmvm, tar poor, t` by wch other wffkimt methma m may be shall be Mldkd n lranM oil a tM b. oil firma shun m tM Con Vat Orou,nm. My deflatim a plot$ atoll M wltNn tM IMib apalfltl by [M raproytl by LM FNLh . TM Can4atm shall w all tkrtes, hove w 1-t µmpkp mmufatwe. All .Pap ay t9Wrtawpea ct ,,,, b O,,,j, rot shill be wppw Wd mahney w lfa. sLrvctwn will be Wilt h thdry. w tht ro strain ul be inward m tM egyianent. (If theq,iprtOnt nw,datac'+ Ifirdwrn a;cpte 1Mt Pia toms o-e rot to be tromfarred, the Eaava;m oil 4eahes shall bs de:udcm whore rocesaay by ux d stay brim, as utdertraM, m by use of well pokts. Can4aWr > it ecUfkatlm d cwnplbne). ova used fin udartralm shill bed errata Nx W dewalc Verch for aepc That bloke y MWlied tb rma Halt be MWlltl m ill plug, tins, ad bands defl<ctkp Cars shall ba [akin W avwa the catcreb trairog dwip cavVation work. Pia still be carvmt$d meld, HDPE, a PVC, m hereafter apaifd. hem W be excwaled [reafys will not come h cat t Hopes, jamb or bats. TM req,kyd am d thrust bl«ka ad a1'all be <.cpdd W wch additkroi deah m ryyircd W lay udertrah in a bor d ckm grovel m aline. C' o< aica4A m L t D-aalros a still be m approved by tM Eroinec. In at who« t diffamtf ryas d eras req,iras pining, tM Con4 II iumi WII If p well dint system is met fin dewdc'vp «covatiOn, well oriole nMll be all «ce>amy maple«. ad driven W a depth W tFaroughly dawder tM crostratim wet. <� felt/ all be in cmFomoac with mY applicable SWb oil Fedew W All eeu,aterkp, regardlen d methm, atoll bs accampiifhd w tbt megwb bawirr��It . capacity OftM roil h ra¢hed Wallow arable wppaM d pia lea, atrvctwea, ad � wallop N pi dler they ere Idd faeyotim•. Rernovd d Waal natnkto orate n [M trench wiNwt mwiaim of stable Veah tartan wpport fin piaro w structures d«s rot canatiWte megroW excaq m may be neceszwy a y�/1�acn9 join lake < and h looping bakfill nalerbl will be peme;tttl G111 apes b�l�ilm dewaWrirg. tilr. we m depth d 12 IaMa. ryVy TM ctm atoll iumiM, atoll ay maintain, ill trpirvge ayztana oil pooping b keep eryipmmt «csxwy groom web. lawl d m el<wtion ties arwgh w tat ro s4aturea W be bolt voile tors Cmlrat stall move. TM CmV«tar <cl, �Oo �G .fall vat raix aMtanmt atrvcturea a-pmd at punpa m mochary [hot mint run rite urork'ap /:ours. TMx Nrvctur<s mat preside odegyate oral absorptim W prcvmt OhtmW+ce d tM wbl;c. �a PIPE BEDDING AND BACKFILL: Pia bemip ay bxkfiil for all wderli«a stall be m imi<ated in Salim 02265. Piala still be Idd m a propmor bed d 4' of soy m grayl rod mjwtcd fin Proper aigrmett and grax. sand m grovel, m aicated m tM Cmtr«t Drawirga, atoll thin be pl«tl and cwnp«Wd W the smiroli« d tM ape (emtelM). Bpckfill with axewdtl mdariol canWh;rg attys ro brge thin 3' shill tivt be platl ad canpattl h 6" lifts W 24' aver tM pipe sawn. Whore orb-wrfaa, 'n-aloe' cwd;uma wommt .edam bedding m campatiw efiM, lM EroMar atoll make a Field deWnniatim m W whales LM bord'ng reayirenmts can be reduced, All projttta >MII ux CM eroded wllnm h this xctim rod Salim 02265 for «icirp am my savings rcwltirp Fran .edam bmdirp >MII acres W LM Purer. FIELD TESTING: Excew m aMnuix dk<cted, all pipe linen +MII be le>Wd. Pipe lines Idd in «cayatim a bmdm n concrete ad ory expoxd pip'vg atoll M term prim b ibld painting. TM Contrator +MII fwniM p11 popes, b>ting plugs, caps and all olhm ««rimy egyipment :old ktbw W arform lad:ogf am p«awre testa n satima d On approved tooth. Eah vplvtl stttkn m a mainum of ay tfwsmd fat of pia shill be balm. A. water ragyked fin lmtirq atoll ba pl a, All l .11 atilt be milord LM pr<>ence of tM Erokteer. TM Cmtrator Nnll rroks tM rteaaaaay prwisims W top tM Pia w th'igh hpoint b retsina ill air ad +MII plug sane afbr canpletirq tM test. Hydrais m bbwdt$ beam w high poets may be used fin dr releox in liw d taps if mProvor M tM ErpMar. TM wmeurc Ong leakage Wert$ >MII be pefomyd m p rambiryd teat whkh atoll be fin a dmdim d two laws d 150; d rtpnral opedip prca>:rr, m zoo air whichever is mete it CM 1I d tM tweet el<votim. Leakage +MII b< definm m tM rg,otity d orate that mint be wpaim iM tM «wly Idd pla le mdntan tM —age Wst pr<aw« after LM Pia Ms berm fillet rod tM err het beet exailm. f oamwlallwim wlll be acsatl i( LM ladcaga is graatr thin lMt detennid M the L 50 /Phc 83,200 where Lis alowable linkage h gdlw- err hour, 5 I+ tM Iagth OfPipe bektg t<sttl, D b LM mortal diwrvte of tM qa M a1ra, ay P is tM averag tot prmwre In pouma err +R'a< ate gape. Should o,ry sxtim d Pia Fd1 either LM prnwrc err bokoge teat+ LM fit[Cnr shill do aveythYp m<esaoy W tarots ad rcair « «Plea tM deftttiw ap,, pipe, hga m Joint w ro «pave b CM Puma, If Fm wry reoaOn, tM Erpinear attest alt$r CM Farppirg pr«mor<a, tM Cmtractor ,MII rorwin roepaneible fa tM tighbam d tM li« witMn tM abet rsp.i.mta:ts. mdn hmrbem swiafatorllY t<+lm a,I fleshed aylla clam aVeon IeyobtnMq m detanniyd by LM Erpixar. TM Ca t,,r atoll rumbh at Ipbor, l diey;prrtmt, rrolarfala ad tools «crosay W an!«t M Pia ad appwlewaa+ n ¢cardmce with AWWA Storied For DhMathp Water 1'IaM CG51 btmt rnlaian. TM cmtiwms feed —het shill be performed wrier tM superHsian d the Epirtem. TM diahf«tiro phases atoll be eeentl acuprable mly after aonpin d wore Fr—LM If—di,ktfaWd man shwa ro svklaas d babriolookal cpntominabn bored m Health Deportment tntkg a tntkp M arother ropra+tl bb. VALVES: All vdwa for waclitn Nall meet tM rarykertvta d Salim 15100. HYDRANTS: All lrytrmt$ aMlt mast tM nsq,irertmta d Sa4m 15109. PIPE INSUUTION: h .ram whce there 1, Muff i<ient <pwr (i.e. Ieaa Lhm lies rod arts MY feet) des W sewer Pipn, sal. m Mkattl m lM Cant/«t Draulrps, all aa, fitting•, etc. shill ba ;«uteri. TM Mulatto +MII be of extrvdr4 pal»Lyrey d Nova a mnlimurn thicknew d 2 Mhos am atoll be Mfpllm n strict <arr,pliape with LM mowfacturer's diralions. TM MubUOn atoll be Styrdaon S and atoll inset th" comprtsNw +tragth raryManmta d ASTM DI621-]3 oil >MII be m mwfaUrtl by Dwu Chrmiml Campmy, Midlod, MkWgm. RECONNECTION OF SERVICES: All services W tM «burp orate man Nall be �ecwrpcttl b LM row man with Pia d opal aim, ad atoll M mwidtl with a poroUOn +tap « wlw al,applicable. FORCE02556 Me1N AND RF eTED WORK INCLVDED: TM CmVatm +till funiM, naWll ad test ol1 oath mono oil appwtananms m itdimttl h tM Cwetract Drau;.ga oil Spttificotian. MATERIALS: Pipe rod cw,plirga D22 for all fa<ataM Nell be PVC d tM prow« Clax W. Ali as .Fall meet LM raq'irenata d ASTM 41 a PA51(TO ft255 tbn 5.1.2 'Poly Yyryl Chiwyf (PVC) PMtk Pia (SDR-PR)' CM Uni-Bell Stad«d UNI-B-2-]2, ey AWWA Stadwd C900. TM pia +MII be mapfatwm fron Cba 12451-A err 12454-8 comwi parys, th a hytro-s= deNm sad bmia rtaq'a�f i4l,IMAlmi ld ]3.4(F ad andl vKorm W AST,DI]54 compomd >dpaductil< k:or1 arx pia Nall bs mowiattvd with odside d;oneters spat b tax All pia ad coupligs andl be tM pooh-m rya wip elmtarrtck go+kab except Car hint a filtipa ad yaw. which Nell be mochaeml Joint. Joita Hal nxet tM pcfamoae regdremmt$ waffled h ASTM D3139. INSPECTION AND TESTING OF MATERIAL5: All PVC pipe and fittirys stall h Mpator oil rotor h acardoaa with tTM now(aturc's apxlfkaiwv ad tM dwerynUmed AYIWA SpaifimUms. M CwtU«tin eFall fwNM for approval, cartiFpwkn from pipe mawfaturc bt at bet tow been pcio—Oi,1 with relief«lay rawlta. Pia Mill opt ba MWIW witF:wt tM Frp;neer'• opprwal. HANDLING: TM Can4atm +MII M « apOnalbb fin dl motarlal faniahed by wet ,rd +MII «plum d his sun «pmx all h ryatcbl foray datteped a deftttiw h mawiatwe. This +MII elude tM fanbhip d ill macld ay lobar rayked fin LM rcpbcenmt d MWllor material discovartl arty W [M Flrol awytmce of work. TM Catratm shill b< rmpmdbb fin tM safe atapg d md<rial mlil it Yet beet aayerabd in tM rwnpbbd project. All pia oil fiLt'rya Mill ba clewed d at foroign matter oil debris prim b MWlkrtlm sb still be kept chat aril LM lima of aceptmce by tM afar. EATING wPE: ova atoll be Idd oast a 4ench bottom oy bet prcpad m aicabd m tM Con4act U:ou,kngs wld map«h Ito aaUm, E«h as shoo be Ida Ara b Ito ad firma oil w bid m w W F form o IigM pht with n«t mjoirdp at, All MWlldim d pia +MII ba daro in acrardvae with UNI-B-3-Tl. At all tknes whet qpe layhg la rat atmllY h propysa, tM open ends d LM pia shill be closed M tampavy walctight plugs « by rifle wprwm metre. IF wrier h h LM Lraph what work is tM rea:,med, plug +loll rat ba ranwtl mlil all doper d water antarbtg tM Pipe het paaxd. Tfc< shall ba a mhi.rx<n d fiw 1<e b: ants a( coves m all aaa oil fillips. TM as atoll be MWI4d in 4encMs oil d tM Ito ad prmc ahouxr m tM GrNoct D.-sung. A,ry dafbctim a pl^t> µ atoll be within LM limta apaiFvA by to mowiature. All Ppip our cppatmaras mavclm W eq,ipmmt ,tall bf ppmtor w that ro sera:. will bs Massed m Ito +yiprtmt. (If tM egipmmt awfaturc'e spaifkdims Mime that pia bads ova rot W ba 4wtskrrcd, tM CaNr«lm ahn wbmit c.rti(Icotion d cwnpllave). Thrvst black, atoll be MWlim m at plum, tees, ay bad+ defl«tirg II 114( w Care Na11 lv ld:en W atwrc LFpt [ancrcb will opt cane in contort with flape>, joints a baits. TM r<wkm crowd thus[ block+ we indicator m tt< Canrract Drowkp+ m shill be m mDrwm by tM Ero4, h Mfopes wM« tM ux d dificmt types d pipe raq,irsa ,plMrp, [M Gontrator atoll flfniM ay naWll all rr<eaaay adwtca. All treahirp estate Nadwde atoll be h ranFmwpe with OnY aPikdle $tote oil Federal guidelines. PIPE BEDDING AND BACKFILL: rope bemirg ad bakFlli Im ill fmcenaM atoll be m aicalsd h Satbn 02265. PIa1M +hall M Idd m a prepwm bed d G' of soy wpraetor pia bmdi w� mpatm Fa proper dipntalt ad grade. say a —lw spa bcddirq, ai<at$d m tM Con4at Drawitg, than tom x aaae m mop«tin W 6' dorm LM crape, d tM pia. B«kfill with «cawtd mdebl tdtirp stones ro taper that 3' atoll thin be placed ant mnpatm in G" ;ft. W 24' we tM pia crown, Hare orb-smFae, h-place cayltiav warm[ rtluced bord'rg m canpative effort, tM Erpineer atoll make a fold detennatim m W Muter tM bedding req,irarwtb cOn be reduced. All prajec[a shill vsa tM afudare tF, pi kt Chia satim orb Satbn 02245 for pricho oil any awir,ge rewltvp thorn reducor beddi.p Nall eau« W tM Ouner. FIELD TESTING: Except m aMrwix dirmlm, ill Nn1 plat 1 be t wales laid h «<avaUm « bemtl h to atoll M L- testm LO prior W bakf"dlirq M pbchg d caarete ay oty expaaed tarp atoll be btm ales W field pa:turp. TM CatVaclm Nall famish all gorge, to q plum, cape ay all rife' canary aw,pmmt ad labor W «.form leakage ad pr<»ura lets kt xctiav d m approved epth. Eah ahn xctim a a maMwn d ay tfauamd "'It OF spa eMH obe term. All wile ro,g:km for [mtvp shell be arable. All Waling >MII be rwttlattl h lM prexrae f LM Engixc. TM Carr«tor atoll pace tM rocnaoy prwbims b tap tM Pia d tM high point W rclmx all ok orb atoll plug sane after canpletirp Ito bat. Hydrmts m blawdfa laatm a high altos may m used Fw an rcleax n lies Of lap IF mpraveA by the Engi«er. TM prose«e oil Imkam teats atoll be paiamed m a cambnm to>t which atoll be for o durotim of taro bun d 15:]t d rorrral o rdkp pressure n tM Gee d tM towel elavatim. Ledcage Nall be defied m the g,mtity of order that moat be n °°m Nb�, �W� and irK a a � b'>�,�xilnm � Nal� w IaWi,'ant roil e<< after trl> pipe Imkag is oreder thin that eetermwd by tM famuW: a Wtor if tM L � SD fP1^c_ 133,2tM Ware L is allowable leaktge kt gotta» per hour, 5 is tM Imoth of pia beip Warm, D h the rtmtal diorteter of LM aloe h iahaa, and Pia LM average Wst prmaw'e h panda err agree aM1 gape, Sib my aatkn d pia fdl th. leakage Wat, tM Cmbactm atoll do nwrythkg wary W W I— orb haply a replace lM defative pipe, Fitt;rps m pinta d ro expm>e tM Oumer. If fa ant roman, lM Erpitee Nord dte tM fwamktg prpced«n, [M Cmtratm MI ranee roapemible im tM tightness d tM la within tM obese req,irertat>. DISINFECTION: CM1Ia-irotim d tM water meat atoll ba carducbd mIY after tM main het been +diafabrilY term oy ltuahtl vd a clam s4ean h di[a«d m detmni«d by tM 6tgitar. VALVES: All volwa Iw fmceroins atoll meet tM reagremmt> d 5ation 15100. PIPE INSULATION: h meta where V h kvufikimt mvc (Ire. Imo thin fiw rod one hlf rxt) der W aw,er apm, etc. +MII b< Mulalm. TM ivuldim Na11 be d «trsde4 al»lYrtx and trove a mirgrrwrn thick«za d 2 inches oil atoll be Mtollm h [rkt camgia,« with tM mmufatwer'a directim>. TM Mullion atoll be Styrofoon SM, ad ,MII rrtxt the ranprezNw atrvpth req,irenmts d ASTM DI621 are atoll be m mmulatu<d M Dew cnenkm cannpa,y, nybd, nkhigm. 02560 _ PIPE I INES AND IAT �STRIh-TTfOw WORK INCLUDED: TM Cmbocta atoll fwn;eh ant Mlai all p;pc,, Flttipa wy dFyr ma[arials rtaea>ay fa thhsWllotim d p'wity aeu,es,Kearc�M, ad all tapurle,mt ravtraUm «Iwtl thaeW almip chim«ys, tiny, tMuat blacks oil atha «lad itmv m aicoted On tM COnVat D-aainp ad m sacifim IhLDRK L mark atoll ales incline lmtirp ad pang LM >h'stan nW rot Dd , `�m opewim. TYPES CF PIPE: Types Of as which shill ba used Fm the embus pays d work ay m Follows: a) tpp—.d q� C wlid ugll Pillmmtkp AS— Spccifi<dkvv D303q PVC SEWER PIPE: PVC s,wc ape ,MII conform h ill respect W LM latest Islet d ASTM Specllkdbn SS , I m F6]9, Tya PSrI Payvnyl Chiorlrla (PVC) Sfwc Pla and Fittivp, SOR S5. Wall thicbvaa d all PVC ape shalt meal ASTM Sptt�Flcabms for SDR 35 era. All ape od fRtip• Nall be <Ismly mmkor m noa«(uyrL Nana and Trndmtwk. Nomal ova slur nat$ra I2saigrlation 1z454c we pniOaUartASTrry SDR D3034 a FLlg4"uer Pia' a •PS 41 PV[ Smuer Pia• Jdrde shill be ant-m tea wkp elmtwtprk gmketa, oy Mill conform W ASTM bIrfADa,orldobtp1w' i1te2cMawaa. ptotraeavdTlldc, a MWsmfgitrm TM pia hildrot.bikg-akrtdyshaoahv«lMkWcpJod al ndabieeailcdttfblowWpprsaalnlMll,.3 mropvbWatfld oltlhpwaro aly m.M cNIewsdrpuayorx,eldMafd ak,Mror. tl wmewuhxaakFufhwkd fm th,, lwetnawttbalarnorai. mmnkb All etthe ae fibtvstce.t ,d ka pa~dalfaeNv' <oNret ' TM mn4vctc Nell bevel LM cd ay W tM retie mgle m the fatary bawl, ill interbr bum,, mfaw« ay aloe p laretkg mmk m LM pia bffay msemblbp. TM ape MWlltl I,rtee this spaincwim atoll be Mtdba w tfa LM initpl deflation, mamurm m dexribm bakes, andi be less Um SY. Defbction trots Nell be pefaaryd m all fbx;bk as rite LM Fed bakFill hoe beet h plea fa d knit 30 da»_ TM defaaion tint shall be nn using a rigy bon w modral Maiq a dianetc ingot b 95Y d tM Mide dianeter of CM yips. No m¢}mkal pullip dwkm shoe be ustl dwip tM do_tim Wsta. Ail qpe rat n 'rq tM &nO, im re.t +ton be «-«cwatad oy «pkced d th. Cwkr:tar'. TM rrtaitole water atop gasket our sWhbx Nxl Ilona maemblY mint be tppro+ed M LM FipMe phi« W thMWlldbn d try plea. TM Cm4:tar will wbmit catt,alat that tM mdeida d caroy _t hme beat s PI^d, tetrad, h,pectm and meat ill LM reyirartmts Mlmkp will thkkna>s kt dines with ASTM D3034 «ASTM FGT9 for all spa oil fitt'vps W be eluded in CM wojttt work. PVC ape Nall roe ba MW1tl whet tM tempaptura trope below 32'F a gets door 100'F. Wrkg <dd wmthar, tM it«idlity ad inpaa refi>totr d PVG spa is rtlucm. Exlro era b «griyd whet hmdlip PYC pia dw'vp mld urea4er. LAYING PIPE: Pia shill be by upm a trech bam oil bet «mood m imicwtl m lM Cm4¢L Drauirga m apatfied h this satipnat. All ape shill ba carefully cleayd Jmt before Iwirtg, Eah Pm atoll b, lad true W Ina oil firma w Idd m W farm a tight joint with roxt tlJoh'rp pia and b brkp invata cm[irows. Where the Play ra<'iro aevke canectiwv, Y-broKhs with G ate awro atoll bs ,«tdkd h the xu,c main. Fbxbb p;a gmkda at/ ras,iror m per th;s s«tian. No uaN:'rq m a u.w-kkp war ape attar they o« Idd «cep[ m may be h md;'rp Jdnt-+: kt Plackp wadlm rod "n tamgrp b«kfill rtatcid will be (ro`iaame it�jed mtil ape, oy bakfilltl m apa;Fied b a depth d 12 ants. Dwiq cavWctbn ill opankpe W pia I'vvs shill ba protacttl from m4oae d ewth a aMr maarbl. Oan rods of b.ophes ob qa> whet cwnple4d ,Intl be xaled with atoppe« a M eryallY affatka m fiIkOJ Whoa «w pipet «c W join «iatip man, _I Cmfr«tin atoll der wch mark m b necasawy W make canxetb«. FROST PROTECTION FOR SHALLOW SEWERS: Seurns with Ian tf,5-1feet of over tM crown a where imimtm m tM vim. shill be pre , agd rilit frcezaq M MWlbtkn of 2' thick Styrdoan SM hwbtirq aheeta withith o widthth d 3 Fxt a [once tM as dionetc, whkh eve ie or<attr, TM aheata Moll be placed G' .bow LM moue. d tM xwe rite cwnp«[fan d tM G' l;ft ;nrntliatclY dew lM woven hen bees. meta. Coy atoll be <xerchm by tM Cmbatar dor:g bakFlll oil St<avpatim we tM atyrdaan flyers W prevent deems W tM Nycte. yrdoon 5M sheet+ +lal m«t [M canprceaiw sVapth rcrynemmts of ASTM DI621 oil atoll M m mawf«twin M Des CFanird Conpary, Hidlod Mkhigm. — If the PiFpips MfalbtiOn Fait$ W met tax r.ykMtmta, tM CatirocWr atoll If w his otm «pmx, tM aac+c< m ewrrea of leakage, ed shill repay (i( tM «lint ad type d ropers prapa>ad by tM Cmtratm rppew remwwbla b tM EroMc) a ryplat all ddatM rnaterbls a warlorovMp. TM canplatm as MWlldim atoll meet lM ra:yirwnatt$ d thin test befw beitg ravidmd aceptmb. Since thh tact does rot determM tM tigh4y+a Of rrioiabe, they .fall be leMm xp 1 gal The «fil4OO laokag< allW ,1Ie rot d rr.ho •till be ro growth weal b a pent I�foot dory lM fort W deptahth. TM rrtatMla atoll bs fllltl with d high grway u,oler, Lhe« still beg �a vu tits Mtuya't rttmMW b x`tiarro. In aam aakam due �Itrotim. Vauum lesVng d ntmMim Nall ales tin comdetl acceptable wkp tM Fdlauhp pridelhes: TM tact Nall a day aFlc meanbly d GM mmhle. TM mmMle W a cwryctlOn ahal be ibxibb. AGO aMb. tarp:, u<tanh atoll bs uaad W tighter tM «tempt Gana. All lift blur Nall ugge b< pld with .ran -.Mink mart«, m aPPrwtl M tM E.piv<r. TM xal btUu+sa rrtmMe +xtiara Nall 4 approved, prNarryd fl«ibb mastic err ASTM G923. TM cwnplettl mmhob Nn11 riot be bakfilltl pr'wr b teatkg. rlaipl<> which hva bast bcrkfilltl Nall be «cwolad W expose [M mtirc axfarior prior b vauan testing m tM mmlola afwl bs tmW fin ledrage by mewv d a lydrmfatl< bat. taior apiN oil plugs Nall athn�t$moia�>ft� TM mOnMlc •MII L. A vauurrt d 10" d N0 Null ba bean brtwsat 10" Pura tM Wet if LM vaw<n rayairo Hg ,sd q" I1a fa at taint taro mir,ees. Whe« applicabb, dt mlating aadtay aawero .fall bf ken aardicaa until new wok sourer �yW�tm>wd approved by LWa fip:xar. At ash Lima c,iatip xwsw atl i MII be <aaacttl W AM rtw .ewes. CLEANING OF PIPELINES AND APPURTENANCES: Upon mnaetbn d consfn,c[ian, WI dirt, ad al,« fmaign mvterid Nell be rarwved than as iktes oil thn;r 'rPLa'rfetmt raro4vcUm. No matciah atoll b< left h LM Pr Iktaa W krlpam romol Fbw UPIPEL than. SEWER SERVICE CONNECTIONS: Where regy'vm On tM plena, •roue ' cam«bane stall b< <om4atm of 6 ate pipe unbx otherwix .pod On the plan, d [M type matcid apaifd cedar LMa aectipn. TM spa atilt M tea ad Nor pile mete m reyirm fa xuwr cwWctim h Ws epaificalims. Open aria d pia •ton be propclY semen W prevent dorage ay itWaion d fo«p, ..tartar Mrs h»kuP W LM bvlld'ap wear is not cei3O, F, with xwar mate coyly«rim. Additiaraly, tM Gtltraetw will provide a start tanparoY ma#aapp'ovad try th"Erohae', a At m e 2' K 4' « t-I/2' PVC pia, frwn tM store aerie heart up ro pW ad rotrvdiq more thin I' above Fln1Nyd firma ay asattl »curtly hb tM ground, for rose kt rolaa.ip [M mld d xwc earl« cwvtwtion far fnokkto up tM baiting xu,er. In LM rasa d recwract'an of «htlrp xrvl«e, wch reanycUma win be meta Only after LM row aqua man Ins beet antplat$d, turfed oil accepttl. 02620 This work that caviat a th,, «na4atim m rexttkg of curb ad [M comtrvc4m d gutters w rarnbirtotiam of curb old gttcs In ¢cordma w;th th,—saciflcationa ad in ramonablY close confwndty with tM Iiys, Tadca ad dMavbrm store m tM plat/ w a, adaor by tM Erokm. Exmvwim shill be mods b tM reyirad dash oil eM time mdcbl upm whkh tM curb is b be eat .fall be canpatm W o fain, wrfaa. All wf[ our Rabb mweid atoll ba hayseed ad raplocm bwith w;tabl. mptcbl wNch shall ¢ LharoughlY <anpatm. Curbs Hal be nanvtrtpted d 3,500 pal. concrete, ill urork andl contain W 9actbn 033W, curt-h-was Caareb. APmovtl forms atoll ba d metal, •4aipM m cur " m r" th' frx thorn u VO ad d such caAlruF Gat thee wall be ro inl . &,t. W tM kvpsctian d Lyme a alignrwtt. All forma shill «turd {m CM entire depth Of LM curb and +Fill bs bra<m ay m ffi<wtuv w trot ro xnacm .ran miomat « amf wet «aw awlrpil� gacukp d try cwarNe. All curb W be. MWlbd On a rodiw d lug Mmrtl (eat a Ism Hal be formed oil t w tat face d c«b is cuna4attl thin W tM nadhs elated m tM Contact Drou'rpa mleas aherwix opprwyd by tM Erpinee. Cmbirp W bo Mtdim mIi� �Q:adc eftOn two 1>aror fnt may be for A ory coat h strdght Irio o broth d tat rant mbss arwu,ix apaified by LM Er'mtar. Cwnpation d cararab pbcor kt CM tams 4 F ba M wmklg m dhm rp O,,, < mff"c'— Farina Neal b, left se sac for 24 hours w mUl tM ewm. U het xl wrficimuv w LMl thY em bf re.avae wkrpat hjay W eM wrbirp. upon rmtwd d tM tams, tM exposed curbkp fee shill be glum o rvbbed fiw �. Curbkp atoll be cmatrvcld Fn a«rim+ F,avkp a mifam ispth d tin feet, le» dl<rwie< araetl. s«tkna .rat ba xpwwm W open janta ve an wix ««a a «pmebn Jdnla. Expmaian pats shall be farmed wip a «efartrtr4 expmam joint Filler hwkp p thkkraw d I/4 'etch. TMY Kati be corvfrvcted d 10 foot hlmat• « m aro<tm by tM P tgMa. wltm CM call b meter«tin mJaatt W w m caarete pwa.tax„ «payim Jpnta shill be Wmtm oppmit$ a a «poybn pinta m tM pava*tmt. Imnorbt<Iv upon canpidim d CM rvbbirp, tM curbkq atoll bs mdstayd oil kOpt md.t Fm 7 data w th. <wbirp Mill be eared M uakp a Ikyid manbroy-fam:p E�tgl� TM methm oil de[a;ls of <urirp atoll be aWoJect W tM approval d tM Aftc CM corKrab het set w/ikWttlY: LM epees h irm[ oil bock d LM curb a# all be Fllitl W LM ra9:irod slevotim with layers d rat mare thin 6 aftm d LM mw.rid m tM bamkp ad Gpraphly cwnpatad. Curing oil Smlirg Canpwry. Vpm Pi«ameM d LM cartrrft< tM (-4ni CERTI atoll apply a canterate curhg oil xoliq cwnp:aM. TM canpaa atoll be CERTI-NIX AC 1315 m rrww(atam M Vaxm CFemimla, I Mmta ASTn C-1315 Ty, I, Class A aaytk m,cr'aW <wkp rod xaltrp compted horn -allowing, sllp rnbtmt, glox. TM --I still M applied err menu/ature's fpaifkaiay. LEAKAGE TESTS AND ALLOWANCES FOR GRAVITY SEWERS. TM low prosaure air 02G30 test wall be used to simulate nfiitrdlpn > «nl4dion holm hb a rot d all grnar xwaro. Acuptma d tM sews shill depad upon LM aptiffatory pafantmce d LM xurer atria test <ayitiay. TM teat till be pert« d m pipe betw<m mjamt mmMles alter bakF",Ilkp teas beat canPlatad e.d canpat$d. All wYn, tea, blade, m and d side ware state still ba Fit with fbxible-jaM caps, w ace ptdale alWnale, ea IY fort d b wi[M[mE CM nWnal tact phases«. Such P,um or etas shill be rmdilY remuable, ay �k �anovw aMl mwide a joht 'title fa md;irp a fbxible-Jointed anal < tbn tavion. Pmcentaoe BY Weigh Prbr b tint' im aceptmu, lM Graiim Sin» Or-aa[—h sue__ ia, o full � as sMWd be cleoyd M pmNrp though tM 2' p owge +Weegae. It shill M tM rnpmsibilitY d tM CmV¢tw W hole FINE 100[ tM as slam. I-I/2• 90l - IODY ImntadbLelY follaukp tM pipe cleOnip, [M Pipe Mtalldlm Nall be tinted with Po' 4 wit- 601 low-pr<aswa air. Air atoll be slowly wpplitl Plugged pips section rot" lM W lM No. ' - IX renal an p«aeuy reahea 4.0 parya pe W'me iah er' tfm tM average NO`� OY - GY bak praaOfalO lit order lh Md mesh wbmerge LM era. At keel two Mtm +II M dlowm fin temarwua ataalitdim before pr«xdkp father. T. parcmt It wear T LT taflttl growl ,yeti be rot more Um 40 whet lnt$d h ordOnm with AASHTO T9G > ASTM CI31. TM pia 1a atoll be amidared a<eplabb, whet tested a m averoa phases« d AL temt 30 permnt, by uyioM, d tM materal coast thin tM W. 4 sieve shill 3.0 owes per agree inch Porte tlm LM overage bai P<aw« d my graxd trove w taint wy fro<twm fan. orate that may nubmerg< tM pba, d: (1) lM Wld roe of err low from my xctim Watm nib etiretY between rttOnlele oil cleaaut s4aturaa dins not. Coneret$ atoll ba 3,500 pal aVmgth. seam z.a cabk rxt err mka,b; « (z) LM s«Lim cedar tint doe. rot lox err wrf«rea[a greater thee 0.0030 cubk foal per m;nute per gyms fora d itta.nd ape CONSTRUCT- Excwatim atoll d< made b [M ryyirtl depth ad width W dlow plocirp d base mdebl oil inaWlktim and br¢ip d (arts work. TM raq,iranartta d LMa pacificptim atoll bs ranvider<d adiN'yd if tM rims Bone motarbl Nall be plain W tM depth oil aa[kn aFwun m rM Gontroct r� ked h x<wds fa LM preaawa W dareax from 3.5 b 2.5 powder per a9'we Drau;rpa. Wfm tM bR «cesda L' in thkby» Iaye> of ewe depth, r,ol W ' h greater Vet tM wetye bak meawro d any ground order tlut may wbmcrm exceed G', shill ba plead add ca'^pa4aed NaMi4pilY, Wsttirq Teaof tM grovel row be tM as is rot less tltm tra tanpvtm acwd;ro W A3TM C520. mans:v W obW;n maVala tanPatim. Minimwn t Time Fin Vwbuf Pipe 91ua Forma stall be msWl m wood our shall extetd tM full d Nomiol Tim eomMl Time Forms Nall ba either +t«phi m c«veE m r rath d tM corlrret$. I b prevent rrawnOnt. egNred vd •tall ba me9'a1<IY bratl 3 0.2 21 16o Cmeret< aMl bs plain wry tM canpattl grawi time, atoll be thoroughly waken 4 O.T 2] 4.2 W ^^rove ak voids ad shall be floated aradh. Aft$. nitiol xt, tM orpes atoll 5 1.2 30 4.5 M hooded tea IY4' rtliv orb tM sulae e1n11 be brown fhiNyd «roe tM width 10 1.5 33 5.4 d LM walk. IS 2.1 39 6.6 E<Pmakn joint$ >Mll w placed every 20' rod mjamt Will apwrfetaaa+ wch m 15 2.4 42 7.3 tM hrwy le fya m valor b«<a. P«formed jdnt filler, I/4" thick, l be r4st in expmsim Joint. F—Y 5' between sxpotsim Jana, darrrry jd H, atoll be eco«d with a jobttirp Wa. These grmwa Nal ba lib' wile ad 1/3 LM depth OF lM ebb. Wrens the walk is mpca,t W wrbkv, aaph t tr<dm FOR Nall ba pleat batu,<at tM w.E orb adewdk. TM walk shill M cured by plammant d pbstk film we tM surF«.e a by applicdim d m approved wrkp cwnpaay. Dwiq LM wr:p patio!, bomkmea may bs rcq,ircd W pravmt damage. Arty darlpg aumtl Nall ba «pdrtl d tly Cwdratar'• «purse. After tM walk has pmpwly corm, the space+ m ash Nile d tM wak "Ibe bakfilbd, cmaalm ad gradm. Cwng ad Smihp Ca^'ppurd: Upon plwanm. d rM car,ct'aW tM Cb,, ,, ,TI Nall apple a cwveW c t ad +ailing <anpwm. TM contpaurd atoll be CERTI-VEX Cl-1315 m rtvwFatu«d by V«m Chamimb, tic. Meets ASTM C-1315 T 1, ClA orrylk mtwtt$ wip ad aylno rswWwld horn-Yaliawi^g. Nlp i�folt, gbx. TM cwnpa<d shill be mpl' per mwfalvrch spaiFpwiax. BIT MATERIALS: Gravel time atoll bit m spalFltl undr Patbd Conant cwaret< walks ad atoll M m Nan m LM Cmtrat Drauirpa. Bitanaua co.tcrct$ +hill be Tye N m Mawr m tM Cmtroc[ Draukps aril m >a<ifim h SaUon 02650 d thane apedFlcatians. CONSTRUCTION: Excwatkn am pl¢mtmt d beta still cmfamt W LM rq/ir'an<nla order PwUam C•mmt cwarete ualk>. Grme cpnWl fame wch m 2x4'+ m she witd.le devices soli m usor when hid methods o« met W pbce CM bitunnwa conveyW. TMx >MII be xprrelY mchorm a plea abp each urge W Pr'avide o 4ve firma wy canalot width. vlaenmt ad cantpatim d walks ,fat b< dery a<adip W SaUm 02G50 d tfyx sa<Ifkwbv. rR1Y�� MATERIAL' Bete gavel aFnll b< m apai(im order Partlod Cenamt <atrrete oaks ad m Nan m lM Catrpct Pnu,ips. A I -lit" thick fufoca layer d store calm rod atone dust eWd W'Sur-Pack" m No. 2 Peatwta, m produced by F.W. Whitcomb Corp.: shalt be used m tM top wrfaa. CONSTRICTION: Excavotian oil tine pl,,O_t atoll ba m weciflm lac Ord, Genet mtrrete ualu. After tM tax pratyl Fm tint plwed, mmpated our grmm, tM Sw-Pak Nall ba eprwd, arrnothor oil cill b, tl O, form , M-d, Ikkp wfou. TM ihiaFd arum cwditipn will bs abject W opprevol M tFta E.gMer. WORK INCLUDED: TM CmWetw atoll b< reapmaible for <mstratian « rcair IIPMn AND FM NTri—AFTF MATERIALS: Grml /> uwtk time Nall be tM thkkrom m ahouat m tM Cmlract Drawipa oM >MII wnfam W LM followip groatiOn P/ZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH B URLIN GTON VE RMONT 05403 I MOUNTAIN VIEW OFFICE PARK 1 LOT 3 SITE DEVELOPMENT TECHNICAL SPECIFICATIONS . yi Qyr =mot : nnna �2m W nay Don¢ld L. H¢ntlin kde o 9l JPK i Tit � '.�tayk+igr ID D'opn Cons?dltin9 : ,f,,, ° JPK,sot elm L Gen sneers, tno. ...... JPK Oru.;lt wl"I 020Z0 03300 0-1 07200 WORK INCLUDED Thia work shill consist a foashiq ad plminp w a raw s of approvm rowel, -stem wwcl, a donee ,ram _when atone, - otheru,ix pop -bond maid m a pepmm oats., - a a- IxaLion, M occor0aae nth thcx apuifirmiw m l m the pans - m aril-- by the P pillar. CONSTRUCTIONS TM wdwx m id shal W glom on a pep-- -irate with a WI- .pram- 1- - W ux of oth- .proved muhmicol spremirg eryiprwht. Da aN directly m lM sub- k will rat b pl-ttm. A Wildoi- may bused I,live a o spreader ba, pwidkq tM aobbme malaia is fine pwm m the paviw•ly aid wbbme oil then rarpleWly rmwv.d fron tho -ail whwrs it wen first dapo•itm. &sold f.,rsgatim oce- doe the plakhy a the subbo.e, the Contract- fholl b -_ remove and replan the -I., - mwhiwwe it mtil -if- ,mina Is obta:ce. If malarial below wb,m< becomes Mtermi.ad with tM wbbox, rewltirq h on pdab po4_, the -I.- atoll b r._.1 ad __.d with new wbW. The -stew- lift Lhickrr,a fro al wbbofe mNa'af Is 12'. Wh-s If- IF— depth of tM wbbme is W W I,p thoh 12', it atoll b plat- old ownpocled M tow w man lift, of m-ozknal.ely eyal thidxaa. In Us: plawront of lift• all jaws Nall b sLa . at boat G kohl.. Aft- mch IEI a wbbox -seta k pl-ad It Nall b lho,a Ny ranpaLad by rollkp with m cPprw- power rolll, uwghIhf not le.. then 10 ten• - W aMr Items mooed by tie E,inser. A ppuer -mar Nal b o-d W abton a trx sill even wine dwkg cwnpation. All holes - depression fl-d d-i,, tho c-npatiq Nail ba fill- with mditlwal wdaoae rrMera, rsu-led, ad ranpaL- Ocbes co r-ity W tiltlino, -sills od mwa Uohl Noon m the Conlral ra,,:ga. If _44,d, -star atoll b mif-Iy appim evQ tM woos« mal.ras d-kq camgatim h thl onhwht ausao.y f- prop- <m•alaotim. whon it I. rwcea.w to nanWM traffic over the wbbax, she tell( a the width shall b cwtrated ot a tent. The haf oiler rarWclian shall hove tM wbbme na1-id plat- ad conaat- befw oP-,q W "`m. Sub.,ywN _f, domwg. to thl malarial Kali b mtirclY tM Conbato," M pwniWitY. If fhc -dame lo_s it• •hop, the Cmtrat- atoll Imam, rewada v cot t m n.cef•ay. Thl veil of each •Mate a a different depth a w (teal be taper- fro a d of appozhhotely 25 fx, h th, event the project Naolderf o,l W rwmah ohpav-, -oboes - aho deli.- -secs shot, b aasd M thl shwldlY -m of- fl a ra-ww pavkq I. Gradalon Rlolti -ts sad f- .wbbme steal nhxt hie ralawM, .rykwrnmlf: Sieve Desiohd.ian P.rcahtay. W weight Pmsirho Teeel Sammie 2' 100% No. 4 oID% - 1001t No. 10 No. 40 GO% - 90% 2M - 40x No. 200 - - 5% ru Dore bend CfMd rc aubbm. 5tashill meet tM fdbloiq w-i- r ,emm,.. V.- DSN,halm Pereuh,g. by weight Paa-',not To— 5amals I00% 75% - 100% I. 30"1 - 50% 30x - 60% o. Nio, No. I l L MWal Gael F- wNwae atoll meet Ue Mlwkq rwyrkwmwhta Perry I- by weight 2' 30x00% SDI No. 4 -cox No. 100 O% - No61. 200 0% - G% Gravel f- rip Gmkp. a woos_ Nell meet the follawkp rwyirrrwh, Percentage by weight Saw Defigrotlm rill Total r 3/4• 1/COi 2' 95% - 100% V. S0% - 95% No4 50% - 7- No.. B 50% - SO% No. IG 20% - 4Ox No. 30 1SX - 35% No. 50 Im - 50% No. 100 Sx - 2M No. 200 2% - Im • *2 Pamtan, m wppbd W Fronk W. Whitcomb Cwbwctan tap. - 'She Pkc' Aye oil i- plmt mlzd ,awl pd dwx wen- wwh.d lima iiooll owift d cam, hvH, -wlyd sew - _hid V Thl blwhdng -ho d flans a -weir! ,owl = b plan _ if, h lhl ophlm a lM she, -, the ma .. W W Wwdd w .mo1 h o&-ty old ore c ;,AIbb. TM l v of ag,paha Festal Nall l •Icon, coif -only roil-, and aonbinm h w phpc Uohl cal Uw rowltbV ,-alien I. m .haven above. TM og,egato Hall b rloloaay F. Fran dirt, dote -low• moats and pbcea wN<h -e ftrataWly owdc ord Nall novel tiro folbwp r.ryhanwn,. PERCENT OF WEAR. WMn the coax aggregate is a-npaed a crmhm •W - inm ip-0, th, portent d wa- d tho Ipwemt..alI Ill rot raw the 55 w- hen lofth =cord-. with AASHTO T% w AST- CI31. Whoh the spigots _m b olld ae wah.d 4-rock, the prod a w,.r dM tagarwal. Nall b rot mars thn when toed whtoed in amdoae orkhh AASNTO T9G w ASTM C131. Fraclurad Fool. : WMn wuawd g 0 il used, at lot W pliant, W weigh, of tho ma-M m-f- then tho No. 4 «eve fish loch a kptl lhal hove at boot w feat-m f Thin oWo, Elopated P , Not mare thin IS p t, by uwight, a th, md-Nd n-s- thoh thl No. 4 New Fran .ah 1t-kpi1e able crosiet of thh ew goted piece(. 02G50 BITL.hINONc C_rP!CRETE PAVEHENT GENERAL, All mom owrk ad pavip lhhal rmro- to the I t -itbn a tM VmwA Ayway a Trmspw--'. Shod-d Specification f- cartrwetian. WORK INCLUDED: TM Control- shall b respoh«bt Far fiml wmirq, toploli,p, mad ea fekq, taa.,hirq o healthy yeas( within the contest limit(- m die ld by [M Eh,,1 e . Realardion atoll occur withh 7 days of the time the work la ready W remnw topsoil. GRADING AND TOP501LING AND SURFACE PREPARATIONS Whrs rayk-, -•m W b F ifhrd with topsoil .hall b clamed d al •tows, debris oil othw kids a rubbish. Arlen veal hoes bean bought W proper wb,rode od approved by the Eh,_', topsoil •Hall W .plod to a depth a 4', due dbuwae blip mode For fNtlarenl. Topsoil flat rat b M,Im wee, tramped w pock- h shy way, ad Nat W left h a loaf. oil iriott cwditim. All All topsoil fholl h Irx frpn fubedl, ,awl, rents ad stones. Topsoil .ho receive o ahifomn ooakaion of fertilii-, Imo, wens seen, od mukh. MY nedhmira sperm- nay Im ood which will plat thoIlmeatw, f-lilker, seen od match, - ary rmbiotbn a these h direst cantaL with the sal and -Itch rrwet• the Ippnowl a the Enyiw.r. FERTILIZATION, TM f.rtillmr sholl W a •tadard e-r to wool fa"ilixr oil fall conform to the reyirmwhta a the Slate F-Wiser tau oil W the Stodords a tM A-. a Official Awkatwl Chwnlita. Dry IerINU-, If w_d, atoll b m Iw.kshed M npu, la, Ion and properly bbel- boy not e.c. V 1W pomda ash. Calm w dena,fd F-lilts- lhat rot b uaad. Dry f-Uti - atoll rmtsn rot I- tiah IO parcaht htro,ah, 20 percent phosphor, ad 10 percent potmh oil >M1 b applied ot the roe a aw pwrd. per ors. Liyb (sailixar i( ,ram M Ile a dry f-till-, oh Al W applim M I,ZI ra'o with the ang• mihirnurn rile to lxtWe 5° pa hitrayeh, 100 pa 11l plafyla,, oil W pond. of patmh p- are. Thl limfflans Noll b a calcitic - do -I., ,word kiss- rmbihirp not kss then Mt of WWI (mkium a maghe.iwn) <-borate.. The Ilmsatane Nall rmfwm to threayMwnmef a al seas oil idea raywiwr and to tho Sto dad( a the Allo,atU a Offkiol A,kdWral Chan.-. The Iime,tahe shill b foaihhd ah clew, .-hill ell-labskd bay not -c wig Wpoohd each. Cakm - damped 1h - N rat W acepable. TN 1kn,•tw Nat b mpkd a a rote of I ten per arse - m diutad. Pelletimd limo I, .ecarrrrhmdd. SEED MIXES The wscir, _m -ilea to b aililld m this project arc Mdkal.d in Salton 0010 a these fpaifkotlo. All mlzm f- thl. prajat w avalaals frwn L.D. Oliver Seed Co, thraagh beat di.4ibW-a. tMbm mix x By weaht Lb. LIw S.ed �, 97.SOx Rtf_B<6 45 Greep.q R- Fs1cw (Von, h a Pwnlaun) 51.25% 51.5 Kwdaky I - (Can ( 31.25x 37.5 Wills No dig PeIolniol Rye Gam (V-., _h m Vaniiw, h00 120. mw4atm, - •kill- v-Islba) swot. mho Lb.. Llw Sud i 5v kwj.b% Rw_A ! Nam% 47.m 4TA% 20 w Crsspkq Rod F.uw Tat Feaw GA% 2 Pall- p0 42. Cwr-yeUm 1'bt % w,rieM lbs. Live Seed .0 oa.'�6 C' w 23.0% 23 I -_Y Iwwm IS= I,Dlt IS II Am.a RYe Wkdo lady, Prank Rya firma (V-. PaYdM, ma4atm, 4.Of G - W-1- v-btlp) whit Clover 10.0% W Hiyhbd Bahtwm. 1t10 - All fxd Nat rot sold 1% M -wad silent. A -sent a ,td.mwd a conpoition iron thL., deoor m Ill .obnhated W the Engine- 1a m-a and Ie appowd p-eon fall be Iph4y wltrok- to -1 llldmrc ill with he -I,and roll- .1th . ilhl__gM roll- W the aatkm w Frgkw.r. i-Lia thl HULCNING. WitSh 24 ho,rs a app oh a fwtili,-, lirhe oil ,toil, tM wise shal W mulch- with a lay mulch. _`h Na, __ d mowed hay propeay fie from wane wolf, weed•, twigs, dean. - other dolal-ion. w. It ,teal ba free ham rot - rod ad Nall b aceptnbl. W tM Ergkhmr. 5,, mI q by muhmktl s,-" devkwa ivy I,, from if mpr W tM Engnw-. The a,piifda'm a -.h shah Ill mod, h fah a mane that hump oil thick spots an avoided. Whrrh demhm rcuafoy, match Moll b -holdcooin by a light cooing of brush - V_ broah.s, u_ d ,take•, bake, mttkq - otMr method. opprovm by Ue Eh*k WATERING AND PRESERVATION OF GRASS COVER, All .laded -rr "I b wa-m and makM1arod W t1r sdhFatim of th. Bq'.w-. -Rhin two wsekf aFl- the wen. Ion mode w, m o awe °ems aced hen rot gamnkaad poperly - where thl finial hen been wmhed - damaged in w way, still W re -seed- m w-.. Th, yrma rev- Noll Ill impaled rgah W tho Engnn- ad Can = dvkq %M mwhth a ray fallauig eamplstim a the oak. Any -,m velars yea„ ..ad Ion rot i:;=td prp-ly -where th, wrfam has bean wINnd o do-afld in oh, row •all b top_Ilm -d rs-(.wild m hoer -a. WQtK INCLUDED• Wok a L . xctim kautln tho fumi N oN plairq a pain - reinfw'ced cosier oil rlinfo-IN lLl,l for all wwk indicated - tM Gamest Oraukgs, reoyked by these 5paifkatkar or herciroftc li a ifi W the 15,, - M TERIALS: The Cmhrator will .ubmlt within 10 days a ,tamp a tM Co,t-t, o lilt of oil -a. that he If plank. W ox a- with roles a h a faturm oil thl .arse of the carherele -pigtail Wlae onmteriak pad.• tM listed matsrbl M these epuificatiw, tM Gntrat- will b reylrm b F-,.h r .-Y (sense., shop drawhys, tiate a report, W the Erghmr. lCansht, fortlod emtsrt Type II Nall ratfamh W ASTrt 5peciReation C150 - MShfTO n55. Whrro ailixd on exposd atrvctur.a, appovad canon[ sMl M obta-d iron only w .grin ad •holl b used ezclusiwly fa al concraW ,ass -a a -If- war. Fine A4We9oe Sod F, carrrete wok slat rWwm W ASTM Spaifkaion C33 od ,holl b carnp..d a clan, had, duroba, arneaatm, mt-ol ,ram, free f- sin, loan ad clay. Coon_ Al~-, Coo- a„fga. shah be deon rowel - --.d sW,w rmfonniq W AST- 5puifkawn C33. makraen «x agw.gae f- wnh, aWcl-d slab, sob-m-p+ma, beams od roh.mvl :loll be 3/4' mnako.n sill Nragotl fro oti,lr f IU G' thick od thi v shill b Ir2'. Lar,sat parmksid< ah,wegHe, acardirq W the oWw, atoll IN, olod s pt m direct- by lM Ergine<r. CONCRETE TESTS 4 DESIGN OF NIXES- Tetirq a Co-- TM Contratw slholl Forvfh to lM Eh,, - at has sun azperne, _Y ,onpkf a comas oil/- of tlw lh d l,n l� met, open req,sat - m fpecifi<d below. All toles mode ot thlErykwr •hat b perf-m<d a the CmVatarf e.pohx. TNee (3) week! w noes, h dvaae a the time when the plaiq of tM veil, is algal- to bl i, the Codralor Nal Mrormn the E Intl, m Le the .o-ce of the c fte kWldicmW If Seed- by thlE.pkw-, the Cakrato mall dower f l,l to such lab -swig m the Ergkwer may d<«wal to pmnll. the -skip of rocemy ter. D-h, the p'owe_ a wok, fold east Mhd-f flat b -ode oil cured by the Cadraclar in occordaa< with AST- Sb Cal - AAS TO T23 od in the rsenber of four fran ev-y par - tat thwsd. The four (4) -.b Nat W taken at tot at lo,a (2) dlff-rat ,ros dwkq the pour. Thl Contract- Noll deli- thl ryIkd-a pomptly to wch _tkq -a- m tM &giver may - d.siq,,. T.-Ung a cYli dl f h the Iawrotoy •all b doe h accordame with AST- 5t-dad C5y - AASNTO T22, ump st... steal b hods by the Cmlract- m dlr<ct- by the Eh,,Ihl r in dance with A5TM Stallard C143 - AA5NTO Till. 51oMp Noll b 1,li m a me (1) kah miamum oil fo- (4) -hw - Thl Cmtroct- Wil b rs - W fa lh a slandad fb,np row oil rod W b kept w lh< Job ot oil tiro•. 51orps Noll b tar, by the Control- oil witrwaxd by LM Ergkw- in arwdar with 'Si tI math- of 5i-p Tmt f- Caeiatl cy of Partlad Clh rat Cxre,,' AST- dmipaed CI43 - AASNTD Tlla. 5lurrp tef, Thal b mode on ash batch testd. Air canlonL a ilk rat rand rahw, .hat ale b detrrrhkh- Wen fpecinonf os tile- h aawdaoe o0 AST- 5pulfkabn C231 - AA31(T0 T 52. D,pkas hlll,,a on aN leer .hat W swbmitld promptly W the Ergkr<r ath oath- copy gok,, diractlY W the Coto __ The Coat -tar, In oohjeatkn with the Ehl e , fall ratify LM M padont t<•tkg Iaboraary at bent 24 la-. In muss., m W copra<kna< tm<a (wilhih 2 - 3 fore) d rasa, P-1 fro pith aeo whor. a tent Is dl, t . The Contract- •teal -bide -eddy reports W tM Frgkesr oil kd.psdmt 4b-aay m 1a1.a1 omit a carrreW Plat- d-kg pecedkp week, aw Mdkakq p duns. Whah th-, i shy q,eatlm m to the galtY a Uhl emeret M the .tract-e, Ut Er Ik may rfyh. the cote a , - hl. anmw, to Ina r tsar made by - approwd -d-o d t<atkg od inl,-tion hob -any. Ssh Watkp fholl be In a --dose wwlh Ms 'Stadod M,lhodf or Sec -kg, foi -iv Uw Twtog Specters a 11-dwwd Coosa f- Camhpraf«w ad Mara 5trerplhr' (ASTM D-G-lon C42 - AASHTO T24) - Chap- 20 a the cl 1 KI -Ildip hill fo, R<kMorced Coh,r KI 3M, m raw b r ir.d. TM tilt -a fo, -.ptaality of the u+hcrete order tie vet- Mal Illthat ,iv- tMreh, ad riow -I- Nall b rmyir- fron thl El -. Co-, faitkg to rtesl reykerrhm, a the C _L dos r will tear. to b raplacd a thl Cmtrat-'• ..pwhr. Defiw mint will beep-d forash tyro of caareW oho m khdeprdont Wakq facility o,olptobl. W Uhl Eight- veil, b< utilixd to a prop-< d report -sassed ticsph miles. mina will b proprtionm W either -a-y trial Wtrh - Field .hp -bra methooa, wkg ma-wa W be l hwIoyed on the -Jut f- aach ekes( a r-rraW r<yir-. The Co-- will -free that lh r.ykmen, a KI 211 . -e 'anphld with od repot. a mk d<aiw• will b wbmittd W thl ErgiroI, f- yprnval. Clmf A merest Nat b deaiQed m a w,a ,,hA in confwmmce with h allY amp- stod-ds. All mot -. owed shalt b. _ popoaiaed m to od-a pra well-,- adm.I_ of high dwRY Ind rnarkraan workability with m fpcifbd 25-dig cmhpe»iw flragth a 4,000 poi. minknnh cmhmt cmteht fbu b 5G4 Ib. p- cubic Y-d with a r.nuinavn veal--vrwd rat:. of 0.45. Air cmisnt Noll b G% ((I prmnt). Clod. B ravel(. lboit bl ftrvct-a cmcrcW unth a -mire- 25-day conpres«w V-fth at 3,500 phi. MIXING, PLACING, CURING AND PROTECTION, milky plpciny r *i od pa-tion Thal rmFam W rsyiramwhtf a shad -dot m lifted W 'Gwaral•, this Spulficotlm, all W -e ltip i n. of thk section. Bafw pI-kg easel., al debit(, weer, (now, ice, W W rare d f-n the l,,00l W be ocwpi<d W ewh-ell. Do not plat emote -feat- wed. Nall b thoraphly ronpatd durkq pbckp operaion oil •all W th.-GMy -will too rive'( oil "l.. of f-m. oil ao.d roini-cemmt IN v_ a fool... Vibraiars aal b wed W carped al vare,, Wt not -Ul - i. h Iia plc.. E.baro mac fhal b .zercif- W -bore that carrrele will lee c-ef.l1Y ord tl--.My Hood ills -It- -shed d1 vest-N Pf w Uat wa-flop will ad wp blip P-Thdkwbr W JoMt -dove thrp h which It vUrvWrc shot, rot b uf- W mm� caero,. Co- sal b cur- m Follaon. N-Iloh- veil¢- fill have mrkq ad ftlkq cargo d aww, Nodhy lame M pats will cot .0 curia. If permittm W tho Ehll w W skip f-no aa-her thah m llodFied, vane, "it b im<vwd'ately arm F- Wloae a -Wm d-.It (hell b the Controctpr4 r.fponsidlity W pleat frsah I- ltl ir-n frsuing. D<tal. of -in. iw- od hwakg newly posed cot - M rald wsotMr .all be r.vbwed with the &,I- and lf,of W wbjat W Ns approva. Ux of adm1rt , addition of e.Ur cmwht, -1, of mha,rbb, wb,rod< prspaaim, patutivs cevrirq, Mil- mclm-o, c-irp oil F-m rwraval F- wMl- vrretiq l al b m -lhd in R.ecaxn-dell lo-tk. f- Cold Niali Caaretip KI 50G. If ninMNrn tanpraluro m per'fiad in Table 1.4.4 a this rcF-era os rot rnaintaind, fwmrwork oil_ f- ft-t-w c refs 'ha,rot b .tripped mfilUhltContest- eon faM Ikivy tENthat antra, hen otmird . a tM r ird n dw ftr th. TM Cahil-t- Noll road t+np.raw daily m wtikwd in Proposed Ra-rvnwdd prance f- Cad Wroth- Cwrretp KI 30G. h hot weather, tanphr . of fro.lh, paced ca+cn, shoal not b< alwad W ..retell 55." confannkq W KI 305. TM Cakroctnr shall li-t reinforced ranaeW madoka ad drop -.-holes to the dimm>iw and a the laaiona shoo- m the Cm t Drouirq.. All p It rohiwcm concrete --hale all lal -4o- W th, tarot vmwn of the A5Tm Spcifkaiaro C475 - AASNTO mIoo. TM faakgl h w b .Khl, with coat -in -place, with Clm. I3 tense,, a pre -cent oil shall form to the d'.nanalons ihdioot- m th, plonf. Shelves ahal b conatrucled with Cl» B eworNe, oil defihd in Satlon C3300 a the_ Spalfkotlwo. h La rw stole --roles Nal Ix m a4oun m tM Wan oil details oil •hat b con>tmet- of hoed bum- bitk " mot- -, f- >Lra ^ vegnaht. of pipe at in helf Iagit-i,ally. , .hall law tM ..at Napa of tfw _wee to whkh tMy are nmect- and any c ,pl ih a diration Nall b ,moat ord eve, All cowtrvetion a sewer n haho must be cariad vet W aura wafer ^ uark. Arty leaks In mmfaea atoll b cwnptetay r.parm W LM +atbiatkn of Uw Emimmer - the ,F4ire atrhalwe shall be ra loll and rlW1IL. All mhmlalas shoal be p loo4 with mat -iron mmholes franwa aril ewer .Pecifbd ad- Satin M5 . All mmhok, w W W povid- with copolym- Zvprapylo o step with wade GO heel roinfor a t. Th Too steps will have a h veil-oot atreplh of 1 500 Ib_ R'.coat ria-a od bate f- -mho- atoll canfamh to A5TM 5px1ficalion C470 - AASNTO MM. The pip opmkh, h tM pemst rnmh ole rif- Nat hove scent-h-plat Flezibk gmket w m eq,ivdmt fyt•m F- plp haWllatlon, m approved by the faginew•. b t. bevel- -ha. b'lea .ho11 b loft Butyl Johl xaler (rape form). The modal. cover fr- .fat e let W firm wm< only aft- lM home rarx pwkq Ion bevn cangle,d. r bofea Halt b rmabwctm W ,rode with plant- rim- rips. .1 mohhole lire hobs fall W rioted k - old out with olpadable t. All khv-L brickwork f- potent carncrsle monhotsf alai meet thlr.ybrrw°e; as S Uc 04211. MEC PRECAST CRFT T NBA N WORK INCLUDED, Shal Indent al ,cork ,h-sa.my to .apply old plat concrete -h bmM• m shwas on lM Co'4ra1 Drawkq.. Thia k W iklude ezcawtim, ba.fill ad al a- raylred ap-alai W pope-IY kntall Ue catch b C-h Weir .hall b. cawUatm a r.lnF-end cowl, and .boll b po idol with t iron from•( oil veil.. m hdka- on the Gamest Drowkg. oil m apecifim M Section 055W0 Rural ri.-. oil bole tknf •fall conform W AST" C913, bteat mitim. F. lhoR be boogld W wade with pecmt rohor tl rim- ring oil Nal ill _t h a fat bad of mart. J . beta-- ylpf od each bmh Iwo fectbro shall b smnbo led th o, fen pip. 5Gh ' d- fmahkr old with cwnmt mortar F- pips Byer then 3G' h mwfer dio, anoothed m Uhl kade aN Wilt w with a heavy I .m of ezcesa m,rt- on tho mlaide. Th. wot^0 Iromwf NMI b xt W lino I,`_ only at- t". Wx courx p-i'I has ben ranVlltlIL a1a WORK INCLUDED Thi, _clan p"akr to thl mderiol oil method req,karwht• F- f mart- m bh-k - beckontA ad- this -t-t. All ma.aryy mils Nat b lad M mart- m dearlbd M thl. tion, -lea. fpcifid athl oi_. MATERIALS- t'lort- oM M rrhmwfY cwwtrvctin Nei b hi,Ny plo.tk with high rot-hlbity and ,hNl twat a, by wlvrw, I part Portbd Cmaht, U2 p-t W 1/4 part kVd-tm Ike catty and 2-1/4 W 3 t thl l- of [ wh.ros of csrhmt and I" pity fro sod. mi.twrs may b odp tld ffghtly f- I Ira ility. C.nwntSteal b a P-t- Cwnohl a Ar moNfacWer, ranfomiq W tM Malt r'ed•iorh a the AST- a ifkatwn C150 w AASNTO r , Type II, od to be a a m approved by the Prghxr. U... 51all b o dmbk hydrated, high mkk,n Ilene, fomnkq W the west 111on of the AST" Spaifieatian C20r-SS, Typ 5. Lkn, pAtY .sal b r fUrf -.-. of I- od weal-. WORK INCLUDED TM Co- Nail provide ell knoll brick -marry whore idicaWd m the p1 - dll utd by the Engineer f- coh•t-tion r- Nukq a mmhol. inverts and F- almit- oxf. Eah brick ehol b uwt,d ad cwnpletly boddcd kh mart- at its bottom, •ides ad ads Maw aperatim, c-e blip taken W rat every Joint. Brickwork seal be well bwded aM Jabots •hoN b m sax m pacGpbb. No brick rrnmarY (teal b lad h wotr nor fall wry oatr b allowed W H. on or -o-d ory brick -marry until it hol set at bent 24 lour.. No mosorry hoil b Md In fr kV uwothv. TM brick need W convect hoil ih-tf Nat b good, toed, fad od mifomly Wined, r Ior oil odforrn ih >fq l ad Nie. Bride Y.ed fo, this f ell slal conform to AST" 5pecifiwtbn C32 or AASHTO MM latent venial aril Noll b Grads SE. Birk m , steal W told h Porttod cwnmt mart- conpo.m d oro pot Poilad carnont od taro pow of •ad, ma ld by whale, W which rot nos then W prod• a time shell Iw added f- wch hog a ramont. TM canal fall b m fpcirlad in Sutlon 03300. Warr F- mart- ,hal Ill cam am only -anent wffkiwd W l`odoo, a w-k w more- shall b ufad. fart- Nei b o.m within ore ho- frwn the the the -A was -d.d to th, mlK. TM sod r- mart- f- brick nnm-rY Jolt b-IFamly armed, <Ism, Noy oil contah rot wain larger then will pee a UD inch mesh -riven. 1Yifi0 WORK INCLUDED, The Cmtra,r shall inWll -ha. frmws am covers m oollh.d led ot acatiwr idiot- m the pie w m dies[- W Ur Eryirw-. M"40LE FRAMES AND COVERS. "-hole frail. oil rows shall emfamt to stod-d. m dnpwad - the C .t Dramas. Franco oil covers .all b a tagh, row, t hen. Ca.tkp Nall W Uwe pale- and rice Ran Flaws. Ekarkp awls- a mods. flora( od cover, a _, .ah othw NMI b mahyrwd to yiw cmthup,. coital --ghmt the, -I- ckeanfacnee. All tan emtkq> sal b Uh r-.Ny <lmwd oil lhm raotad with Ito torbf-e birhy oildi-sd. Frorw and caul-( Neil b Nsvah, lw5-m, a m appevad lend with model rwMer• m dmiaated m the Cmtrat Dna,inG•. mmhole cover sal b marked •Scorer' m 'Slomn-Sewer' - 'Weer• m raq,ird. The tallest- Nat prwid. rod --proof L_ -Ia. coven m m,d on lM plw - m req,i- W the "-,. CATCLN BASIN GRATES, Cak,h bmM prates Thal Ill m dniyra- on LM Cohi s1 Drowln,f. CLEANOIT FRAMES AND COVERS Ckoaut frorof ad vwrf .toll b a tough, row, rent ion. Cmtirq l al ii true W Pat-n ad frx (rem foss. TM I"waau of tassel Rang. oil ewers o,aket eah other fha, W _a W ,I- tMuws coital throwghwt their claonferenu. All it cmtirgs shalt W thormyNy cleaved ad th- <oatld with hot coal to Wives beirq deliver 4. WORK INCLUDED: TM Co-- atoll b rclpwible For Wmishkq od "Lol,q all YrouMkn a tM tY=, tNckroaa ad M the "'aeon m ul ham the Cmtrat Drauiga a m «yird W the Erq:wer. RIGID INSULATION. Rigid pawls d -podsd plyatyrww kwlat- •hal W ronbh,d ord istallm, in the thiebw_ and h the lototkns m shaah on tho Cmtroct Drawings. Cam. should bl tak- d-irq all pha_. a ho,aing W w_ that ponds me Ixlatednrr-n x-ma a fire - high heet lichee plYstyrwe k a highly Fla..nml< natwa. TM Con-- shill novae oil mdnlan, thr..~ the aoiut, aceptabk -snip, divatian, and delao spin ot all closures, L d h ersectio s, o d ably the ram_ odl,o r r , di-tirq the trdfic tented aa-tl the closed portions of the highway x that tho Lang-oy detour ever a rent. flail W k kc cl.-1, thrmyhwt Its or their -dire tallith. All barricods., w , spin, 1i,M,, Lanporw spats od other protect.- device t Wnfarm with the ibaal on UaFa- Trafk Control Devices f- Slrxla od Highways pobli.hed by thl U.S. Gay.mmw, Prhtkq Office. h the .vwd that the Cvilest- rwyt-W W fawal-ily knoll ell mein Wmiradef, IiyMs, alas, and sisals m order- by the Erq"+ho-, thl E+q:wer mw proceed to hws -h krtollotiw node oil tM coal tleroof Nat W of acted from the -shill dw tM Contest-. .I- carotrvction k -spaded Fw m L roman , the lead-d bwrkldea oil «pins shall ,l afla 1i m o pmn bent( vb alai W roflact-toil, Malabd, oil an-ped m appwm by the Eny:a-. PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VERMONT 05403 PROJECT RE MOUNTAIN VIEW OFFICE PARK LOT 3 SITE DEVELOPMENT DRAWNG RU 71 ,¢ - 20 w - ' s -•, s, AL-� �.- �'e••.atfaatao•` TECHNICAL SPECIFICATIONS Donald L H¢mlz'n Cons&ling _tnyineerS, Inc. ,se E►arr SY-1 Ldd.s . lion YPrmont , Nfs °' 325 'p my JPK,SOL (� to 10 t 09MiV7 Bond No. 105032433 LANDSCAPING BOND KNOW ALL MEN BY THESE PRESENTS THAT, Pizzagalli Properties, LLC of 50 Joy Drive, South Burlington, VT 05403, hereinafter called Principal, and Travelers Casualty and Surety Company of America, a corporation organized under the laws of the State of Connecticut, with its branch office located at 350 Granite Street, Suite 1201, Braintree, MA 02184, are held and firmly bound unto City of South Burlington, Vermont, c/o the Department of Planning & Zoning, 575 Dorset Street, South Burlington, VT 05403 as Obligee, in the sum of Thirty -Two -Thousand -Five -Hundred Dollars ($32,500.00); for the payment whereof the Principal binds itself, its heirs, executors, administrators, successors and assigns, and the Surety binds itself, its successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Pizzagalli Properties, LLC desires to construct a 30,000 sq. ft. general office building at 193 Tilley Drive per Final Plat Application #SD-07-77 under Site Plan Review procedures of the Obligee's Department of Planning and Zoning Commission; and, WHEREAS, a landscaping bond is required to assure that the landscaping has taken root and has a good chance of survival. NOW, THEREFORE, the condition of this obligation is such that if Principal shall faithfully perform such landscaping, in accordance with the aforementioned Site Plat, then this obligation shall be void; otherwise to remain in full force and effect for a period of three years from 24, March, 2008. SIGNED, sealed, and dated this 24 March, 2008. Witness: PIZZAGALLI PROPERTIES, LLC By: Witness: TRAVELERS CASUALTY AND SURETY,, qOMPANY OF AMERICA ,3 By: Susa H. R op, Attorney -in -Fact IS POWER OF ATTORNEY IS INVALID WITHOUT THE r .A POWER OF ATTORNEY TRAVELERS.1 Farmington Casualty Company St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company Attorney -In Fact No. 219232 Certificate No. 002020386 KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, that St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota, that Farmington Casualty Company, Travelers Casualty and Surety Company, and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut, that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc. is a corporation duly organized tinder the laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint L. F. Hackett, R. C. Hulette, Susan H. Roop, L. S. Hackett, Edward L. Austin III, Michael T. Walsh, and Lorraine Cofran of the City of South Burlington , State of Vermont , their true and lawful Attomey(s)-in-Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNI&WREOF, the Compa260ave caused this instrument to be signed and their corporate seals to be hereto affixed, this day of Farmington Casualty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Seaboard Surety Company St. Paul Fire and Marine Insurance Company 24th St. Paul Guardian Insurance Company St. Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company 0089 Sty)E�p�u��MYJ�4v G 7t �tliCORRDfWtED71927 �1951 �J+O�k• �jF, # `lam._ n;�'s� tc� �y'•........... ay.1r o.'... ... .:'aD >Oa� ��q, •.'`a� �l ,�(� OF N£tt 'am�m�,�"„�„ � fS . A� r .. � • *� bi • as 1 7 .v+ � A�dt„ State of Connecticut City of Hartford ss. By; Georg 2Thompson, U-1 ice President 24th October 2007 On this the day of , before me personally appeared George W. Thompson, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. G•T", In Witness Whereof, I hereunto set my hand and official seal.�i W My Commission expires the 30th day of June, 2011. per* `G # Man, C. Tetreault. Notary Public $ 58440-5-07 Printed in U.S.A. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WA� HIS POWER OF ATTORNEY IS INVALID WITHOUT THE I 13ORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kori M. Johanson, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company ofAmerica, and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 24th day of March , 20 08 Kori M. Johans Assistant Secretary ASU Ty ,ej �Er+cE"% y0�P wPy 'm;° £1 ,�,�e,t'Q�.e\•0S!�'SRM EP.._.OA �I,.RAM : A LP>GE9.�m0i , 1 �"�?id;1cP'SAs�.T.P1.._.NO...RS_..V.T9�,y.4 ';(��f 1Lt° �` aW'muPgOJMPn�cRioTYFrAOmNR. 0D8, G9�o°< V�!/w/ e0.w"yceoto•wP�x•°tA+w�°fvJiY \ Di�x�T eTYAan�R'I�oC t <y �di � �P�si • �f�'! A!N°' To verify the authenticity of this Power of Attorney, call 1-800-421-3880 or contact us at ww above -named individuals and the details of the bond to which the power is attached. ATTORNEY IS INVALID MOUNTAIN VIEW BUSINESS PARK- LOT 3 KEY BOTANICAL NAME COMMON NAME QTY SIZE REMARKS TREES AC Amelanchier canadensis Shadblow Serviceberry 21 2 1/2-3" Cal. B&B, 6' Branching AF Acer rubrum x treemanii'Autumn Blaze' Autumn Blaze Maple 1 2 1/2-3" Cal. B&B, 6' Branching AR Acer rubrum'Armstrong' Armstrong Red Maple 12 2 1/2-3" Cal. B&B, 6' Branching GT Gleditsia triacenthos Shade Master Honeylocusl 1 2 1/2-3" Cal. B&B, 6' Branching PC Pyrus calleryana 'Chanticleer' Callery Pear 13 2 W-3" Cal. B&B, 6' Branching PGa Picea glauca White Spruce 7 6-8' B&B, Full PGb Picea glauca White Spruce 7 8-10, B&B, Full SHRUBS CS Comus sericea'Baileyi' Redosier Dogwood 25 30-36" B&B, Plant 36" o.c. EA Euonymus alatus'Compactus' Compact Burning Bush 83 24-30" B&B, Plant 30" o.c. TO Thuja occidentalis Dark American Arborvitae 12 5-6' B&B, Full VT Viburnum trilobum'Compacta' Compact Amer. Cran. Viburnum 10 24-30" B&B, Plant 30" o.c. NOTES: 1. FINAL LAYOUT AND PLACEMENT OF ALL PLANT MATERIAL TO BE APPROVED BY THE LANDSCAPE ARCHITECT. 2. CONTRACTOR IS RESPONSIBLE TO SEED ALL DISTURBED AREAS ACCORDING TO THE SPECIFICATIONS. 3. REFER TO DRAWING L2.0 FOR PLANT MATERIAL INSTALLATION DETAILS. 4. CONTINUOUS PLANTING PITS FILLED WITH PLANTING MIX TO DEPTH OF 2 FEET ARE REQUIRED FOR TREES PLANTED IN PARKING LOT ISLANDS. REE / -.. � 2-PC 1-GT x ci • g CS 7-T6 " �g e • ... \ 1-EA EA ` -EA y l ; -PC /r VT ``.'•. 1-Ac yr 5- �• •• �`• �p 2-AC •AR 4 / - v *EA-, 6-EA I J J • I � I _ \ / 3-AQ. _ 1 eZ / � � —�� ^, ✓ l I � � Sri y — � �� ,� -y. -0 I `"� _ / I i li i \� � \\\\,\� <::I�IIi `�` , III /'�\ •�+ i MOUNTAIN VIEW BUSINESS PARK LOT 3 South Burlington, Vermont Planning & Design 131 Church Street Burlington, Vermont 05401 phone: (8021862-0088 fax:(002) 865-2440 .segrp.corn P� plizzagaivi v P a — 1 a, l i d Developer 50 Joy Drive South BWirgton, VT 06407 802.651.1315 0 20' 40' 80, Scale: 1' • 40 Date'. 05.25.06 Drawn By. MJL Checked By. MKW Revimo n' t I � cM ae"naa lu.os.oel mkw Title PLANTING PLAN Sheet Numoer L1.0 Prop N—k,er 05237 File: 1-1.0-1olanting Plan.dwg TTR I \ • I i FATALLY TO%rc: GASSES MAY M PRE5ENM I. ]1A 6Y DOFLLD XL — M (LNd1LT— IN NEIM M. "� j j / \ —' ` \\ f ! '®" IN VNDERGROUND PIFlNG 5Y5TEM5 /. ---.. -----_--_ � WASTE SYSTEM STRUCTURES. / ]. 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EXISTING .~a'�`�^ �.E,� \ \ \ \ \ \ \ \ \ \ � i .. _..•.� _� /[/'�y_i �!/ / / / / / REn E EXIST. DEPRESSED CURD RE,aDVF VKK nATCN EXISTING GRADES AND I TTHTALL "T MUKK \\ \ I W =�� \ \\\ \yEArpNSr w! \ — — _ / A / I 1Ii44"" ... / J/q 1! `o eTltunaKm END \ I 1 \ I\ \ rz ��--- \` �� \ \ s TO EXnrINe wArerlFre 1 \ \ t-- .. j - - - - - - - - - - -- - - - - - - ' ' �' DATE AEx9pI "•�.,-F' at RE /: e RSTFAIC, GRAVEL, IUB.. ! I \! I I NE !N ED \ \ \ I �Q1Ei . AIENT UDO—ETIO. Tw»r eLx -----> PIZZAGALLI PROPERTIES, LLC ! P.O. BOX 2008 AR A[OLOGCALLY SENSITIVE AIIIJEAVT-CN-qM / _ \ MD 5V NI�f TO BE pSTIRBED NLIFFER Za1E. , t€ �'� 1 SOUTH BURLINGTON, VERMONT 05403 / a NEW r CL Se D.I. I \ INSTALL FENCG AROUND dI fER ZONE OR NATQLLnt I \ As 'JIOWN ING wNsrRucn°n. , I / PROJECT nTIE uTs vALve NDN 5,,NIN f MTINIG Erw New ST— NEw STFWmT Nw ten MOUNTAIN VIEW OFFICE PARK Rw-sc.Es wn.sw�4 Rur.396.mT Rzl-35s.ae RNT.SM.T S• INV. IN- -m. W ATV. RI-sn.T4 r INv. IN-YII.0 m Na✓. IN-sT9.9s n• INV. OVf-sSE.sD LOT 3 SITE DEVELOPMENT v INv. our-iia.so B• INv. IN.sn.aX / `°:: � gy+✓° / / I / / ^ \ __ e• INv. ar-3st.w rr INv. aDr-saT.sa D" wv. aR.a2475 OM,NG IDLE / �\ \I/ \ \ \-6i`�`�'•+•/ 1 I / \ \ I\ N� n P STATNVI TCRIzE•T -m3vT.4, aart.v.o.w RuM• I-INS~vtl. AaSrt.aar..�s ,��ti�L..L.OI.IF"I••IIV.f . .. SITE PLAN wBwm REM / I / I \ \ I a• INv. avT-asT.sl l.�' (/,y F kf • Sale Ix BALD 4'I i� MRM/BFD 1"n 20' _ I D,* Lbnald L Hamlin m DATE OWZSD! REV NO AROUND NANDICAPPARXIND By : W ,p ////2W; DIOa J-1— Consulting 01325 KIM SOL \ DATE BY RECORD DRAWING J �n�ineers Inc 2 DR W7 esses lunctian, Y Rt Site Plan Application Permit Number SP-16 - APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #): Pizzagalli Properties, LLC, 50 Joy Drive, South Burlington, VT 05403 Tel # 660-6805; Fax # 660-6868 2. LOCATION OF LAST RECORDED DEED (Book and page #): Book 681 Pages 736-737 3. APPLICANT (Name, mailing address, phone and fax #): Pizzagalli Properties, 50 Joy Drive, South Burlington, VT 05403 Tel # 660-6805; Fax # 660-6868 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Robert Bouchard, Development Manager Pizzagalli Properties, 50 Joy Drive, South Burlington, VT 05403 Tel # 660-6805; Fax # 660-6868 a. Contact e-mail address: Bbouchard@pizzagalliproperties . com 5. PROJECT STREET ADDRESS: 193 Tilley Drive, Lot 3, Mountain View Office Park 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 0860-RR750 7. PROJECT DESCRIPTION a. General project description: Changes to original site plan including location of electrical transformer, enlarged chiller and dumpster enclosure and reshaping of northeast retaining wall Site Plan Application b. Existing Uses on Property (including description and size of each separate use): The site currently contains a two-story, 30,000 sq. ft. commercial office building with 144 loarking spaces. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Unchanged d. Total building square footage on property (proposed buildings and existing buildings to remain): Existing building is roughly 30,000 sct. ft. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Two floors, 28, high f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees & company vehicles (existing and proposed, note office versus non - office employees): Pizzagalli estimates approximately 125 employees. Number of company vehicles is unknown. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): None 8. LOT COVERAGE Total Parcel Size: 342, 382 Sq. Ft. a. Building: Existing 4 .3 % / 15,000 sq. ft. Proposed 4 .3 % / 15,000 sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 19.6 % / 67,107 sq. ft. Proposed 19. 6 % / 67,107 sq. ft. c. Front yard (along each street) Existing - - % / - - sq. ft. Proposed - - % - - sq. ft. 2 Site Plan Application d. Total area to be disturbed during construction (sq. ft.) 85, 000 * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ 2,500,000 b. Landscaping: $ 32,500 c. Other site improvements (please list with cost): __$500 , 000 grading, parking, drive, utilities, exterior lighting, stormwater systems, etc. 10. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): 164 in, 164 out, 328 vpd b. A.M. Peak hour for entire property (in and out): 41 in, 5 out, 46 vph c. P.M. Peak hour for entire property (In and out): 8 in, 3 7 out, 45 vph 11. PEAK HOURS OF OPERATION: 8 : 0 0 a . m . - 5 : 0 0 p.m. 12. PEAK DAYS OF OPERATION: Monday - Frida 13. ESTIMATED PROJECT COMPLETION DATE: Completed October 31, 2008 . 14. ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) North, South & West - Pizzagalli Properties, 50 Joy Drive, South Burlington, VT 05403 East - Mr. John Illick - Technology Park, 30 Community Drive, South Burlington, VT 05403 3 Site Plan Application I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line Robert Bouchard PRINT NAME 41, DATE OF SUBMISSION: / U REVIEW AUTHORITY: 1 _1 Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: LJ Complete ❑ Incomplete r of Planning & Zoning or Designee 5 .,o�,YERMONT State of Vermont A GENCY OF NA TURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Regional Office 111 West Street Essex Junction, VT 05452-4695 Telephone: (802) 879-5656 January 23, 2008 Pizzagalli Properties, LLC c/o Robert Bouchard 50 Joy Drive South Burlington VT 05403 Subject: Application #WW-4-2990; Lot # 3 of Mountain View Office Park located on Tilley Drive in the City of South Burlington, Vermont. Dear Bob: I reviewed the application and technical information submitted for the above referenced project. Please provide the approval by the Water Supply Division for the water line extension to complete the application. I will continue my review of the project once I receive the information requested. Please contact me if you have any questions as to what is needed. Sincerely, /r� Ernest Kistianson Regional Engineer cc: South Burlington Planning Commission Donald L. Hamlin Consulting Engineers, Inc. Act 250 Environmental Commission #4 — Case #4C1153 Bill Szymanski, City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 (802)846-4106 s Mountain View Business Park Lot 3 December 13, 2007 1. The Engineer should look into the possibility of running the sewer force main straight to MH #1 instead of the long curve. 2. Concrete curb at cul-de-sac where water line is extended shall be removed and replaced with new concrete. IMPACT & PERMIT FEES WORK SHEET Zoning Permit @ $500/SFD OR $350/MF unit 3 vo c7 Permit Recording Fee = $11.00 I Sewer Impact Fee (#204) = bedrooms x�. 4.60 = l —9.d. x $ p Bartlett Bay Plant: Airport Parkway Plant: School Impact Fee (#222) Recreation Impact Fee (#220) South Village Recreation Impact Fee (!!#243) Road Impact Fee (#221) iIp� • ' Fire Protection Fee (#203) Dorset Street Waterline Fee (#230) Sewer Inspection Fee = $25.00 Sewer Inspection Recording Fee = $11.00 TOTAL q ft 0/ Property Address: Property Owner: T�C, � C Not 767, Date r # of pages / / C h From tFax#(,�C). Co. Phone # Fax # South Burlington Planning Zoning New Non -Residential Construction Impact Fees Grand List April 1, 2009 Project Name & Address Property Owner Effective Date TOTAL IMPACT FEE Value of New Construction: Tvpe of Construction Type of Use Fireproofed Steel Skeleton or Reinforced Concrete Masonry or Concrete SF Bearing SF Wall Structure Wood Frame Structure SF Pre -Fab Steel Structure SF Industrial/Manufacturing S66 S69 S65 S64 Engineering & Research S88 S96 S93 S88 General Office S123 30,000 113 silo S104 Medical Office 133 S71 S69 67 General Retail S84 54 51 S41 Auto Service Facility 84 81 S78 Elder Care Facility 102 S74 S72 S72 Motel Sprinkler credit? (Enter 1 if yes) Total Value of New Structure: Total Value of New Structure & Contents: Current grand list value of property: Past payments credit: Post construction value of structure & land Future payments credit: Base fee: NET FIRE PROTECTION IMPACT FEE: PM Peak Hour VTEs Past payments credit: Future payments credit: 44.7 $56.55 $4,155.08 $3,690,00 $9,225,000. $122,00 $20.74 $3,812,000.00 1,b01.04 $ 5, 562.68 J South Burlington Planning Zoning New Non -Residential Construction Impact Fees r Grand List April 1, 2009 OTHER CREDITS: ROAD IMPACT FEE: $40,482.11 CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD \drb\sub\pizzagalli\final_lot3.doc DEPARTMENT OF PLANNING & ZONING Report preparation date: January 31, 2008 Application received: November 21, 2007 PIZZA GALLI — MOUNTAIN VIEW LOT 3- 193 TILLEY DRIVE FINAL PLAT #SD-07-78 enda # 5 Meeting Date. February 5, 2008 Owner/Applicant Pizzagalli Properties, LLC 50 Joy Drive S. Burlington, VT 05403 Engineer Property Information Donald Hamlin Consulting Engineers, Inc. Tax Parcel 0860-00750 136 Pearl Street 7.86 acres Essex Junction, VT Mixed Industrial and Commercial Zoning District Industrial & Open Space Zoning District Flood Plain Overlay District Airport Approach Cone Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\final lot3 doc Pizzagalli Properties, LLC, hereafter referred to as the applicant, is requesting final plat approval for a planned unit development to construct a 30,000 sq. ft. general office building, 193 Tilley Drive. The proposal received preliminary plat approval on October 16, 2007 (minutes attached). The hearing for the final plat was scheduled for January 8, 2008 and January 22, 2008 but continued at the request of both staff and the applicant. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on November 21, 2007 and have the following comments. Zoning District $ Dimensional Requirements Table 1. Dimensional Reauirements 10 Zoning District Required Proposed Min. Lot Size 40,000 SF 7.86 acres Max. Building Coverage 30 % 4.3% Max. Overall Coverage 50% + Min. Front Setback 50 ft. 30 ft. Min. Side Setback 35 ft. >300 ft. -� Min. Rear Setback 50 ft. Approx 180 ft. zoning compliance + Waiver required The front setback for the subject property shall be measured from the planned city road to the south of the lot. The subject property was reviewed as a sketch plan/site plan discussion in 2005. At that time, the property was zoned as Mixed Industrial/Commercial which included a 30 foot front yard setback. The Board was comfortable with the location of the building at that time which respected the 30 feet, and the application proceeded with further engineering of the site. The property has been rezoned to Industrial/Open Space which requires a 50 foot front yard setback. Given the history of the site, the degree of engineering which has been completed, the character and placement of the existing buildings in the development, and the substantial width of the future road right of way (80 feet), staff fully supports a front yard setback waiver. 1. The Board grants a twenty (20) foot front yard setback waiver. The proposed building is within the floodplain overlay based on US Federal Emergency Management Agency (FEMA) flood insurance rate maps (firms). These FEMA FIRM maps are often significantly outdated and often in error. The applicant has requested and received a Letter of Map Amendment (LOMA) disputing the property's location within the Flood Plain (attached). The applicant has submitted revised plans which clearly show that the building is not CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizza.qalli\final lot3 doc within the flood plain area. PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the Land Development Regulations the Development Review Board shall consider the following in its review of subdivision and Planned Unit Development (PUD) applications: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project in conformance with applicable State and City requirements, as evidenced by a City water allocation, City wastewater allocation, and/or Vermont Water and Wastewater Permit from the Department of Environmental Conservation. Pursuant to Section 15.13(B)(1), municipal water service must be extended to serve the proposed development. Prior to final plat approval, the applicant must obtain final water allocation approval from the South Burlington Water Department. The South Burlington Water Department has reviewed the plans and provided comments in a letter dated December 14, 2007 (attached) 2. The applicant shall adhere to all comments of the South Burlington Water Department per the letter Dated December 14, 2007. 3. The applicant shall obtain final wastewater allocation approval from the Director of Planning and Zoning, Juli Beth Hinds, prior to issuance of a zoning permit. Sufficient grading and erosion controls will be utilized during construction and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. In making this finding, the DRB may rely on evidence that the project will be covered under the General Permit for Construction issued by the Vermont Department of Environmental Conservation. The applicant has submitted an erosion control plan. Staff's previous concerns regarding erosion control measures proposed for the adjacent property have been addressed. The erosion control plan is acceptable as prepared and shall remain in effect through construction. 4. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. In making this finding the DRB may rely on the findings of a traffic study submitted by the applicant, and the findings of any technical review by City staff or consultants. Access to the property is proposed via a curb cut from Tilley Drive. Access and circulation are appropriate. The applicant has recently informed staff that they would like to move the curb cut further east. Staff finds this acceptable but notes that all plans should be revised to reflect this change. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\final lot3 doc 5. The plans shall be revised to show the curb cut as most recently proposed. Condition #12 of the five (5) lot subdivision, of which this is lot #3, requires a trip generation and traffic analysis including turning movement analysis to be constructed as part of the review of the fourth building. This proposal is for the third building. The 30,000 SF of general office space is estimated to generate 44.7 vehicle trip ends. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There are Class II and Class III wetlands on site. The proposed project fully respects the Class II wetlands and the associated 50 foot buffer. There are proposed impacts to the Class III wetland and buffer, particularly within the eastern parking lot. The overall subdivision for which this lot is part of was reviewed by the Natural Resources Committee at the time of subdivision. At that time, the Natural Resource Committee recommendation was that the Class II wetlands be respected. This has been accomplished. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The proposed general office use is a compatible with the existing and the planned use of the area. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. There is a substantial amount of open space which remains on the property as the building and related impervious surfaces are concentrated to one corner of the lot. Over 80% of the lot remains uncovered. The layout of a subdivision or PUD has been reviewed by the Fire Chief or his designee to insure that adequate fire protection can be provided. The South Burlington Fire Chief has reviewed the plans and stated that the site layout is acceptable. He will review the plans to issue comments regarding fire protection measures within the building. 6. The applicant shall work with the Staff and the South Burlington Fire Chief regarding fire protection measures within the building. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent properties. Staff feels this criterion is met through the proposed project. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\final lot3 doc The City Engineer has reviwed the plans and issued comments in a memo dated December 13, 2007 (attached). 7. The applicant shall adhere to the comments of the City Engineer per the memo dated December 13, 2007. If necessary, the plans shall be revised. S. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. The applicant has submitted a lighting point by point plan and lighting cut -sheets which are adequate and meet the standards outlined above. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff finds that the proposed project is consistent with the goals and objectives of the Comprehensive Plan for the 10 Zoning District. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The plans depict adequate consideration for pedestrian movement, including a bicycle path which extends to the end of the cul-de-sac, and paved walkways from parking areas to the proposed building. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is shown on the plans. The building is currently proposed for general office use, requiring 3.5 parking spaces per 1,000 SF GFA, pursuant to Section 13.01(B) of the Land Development Regulations. At a proposed 30,000 SF, the building will require 105 parking spaces, including 5 handicapped -accessible parking spaces. The number of spaces required is entirely dependent on the use of the property as general office. Other uses may require a change in the number of spaces required. The plans depict 150 parking spaces, more than adequate for general office use. Six handicapped -accessible parking spaces are shown. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\final lot3 doc Parking shall be located to the rear or sides of buildings to the greatest extent practicable The proposed parking areas are located to the front and side of the entrance to the proposed building; however as the front yard is to be established by the future road, the parking is located entirely to the side and rear and is thus in conformance with this standard. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The scale of the proposed buildings is compatible with the site and existing buildings in the area. The height of the proposed building is 27 feet, which is under the 35 foot height maximum for the City. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has stated that the proposed building will closely resemble the existing buildings in the development. Staff and the Board have been very pleased with the architectural details of the existing buildings. As such, and as the applicant is not requesting a height waiver, staff does not find it necessary that the applicant submit further details. Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Again, the applicant has stated that the proposed building will closely resemble, in style and materials, the existing buildings in the development. In addition to the above general review standards site plan applications shall meet the following_ specific standards as set forth in Section 14.07 of the Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The site plan already considers the proposed public roadway. Staff does not feel that any other reservation of land is necessary at this time. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\final lot3 doc Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans reflect a screened and fenced dumpster enclosure. Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the SBLDR. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. Based on building costs of $2,500,000, the minimum landscaping budget shall be $32,500. The applicant has submitted a proposed landscaping budget of $32,500. The City Arborist has reviewed the plans and issued comments in a memo dated December 19, 2007 (attached). 9. The applicant shall adhere to the comments of the City Arborist per the memo dated December 19, 2007. The plans shall be revised accordingly. Pursuant to Section 13.06(B)(4) of the Land Development Regulations, snow storage areas must be shown on the plans. The plans include adequate snow storage areas for the subject property. Section 13.06(B) of the SBLDR require that in all areas containing twenty-eight or more contiguous parking spaces or in parking lots with more than a single circulation lane, at least ten percent of the interior of the parking lot shall be landscaped islands plated with trees, shrubs and other plants. The interior planted islands shall have a minimum dimension of six feet on any side and shall have a minimum square footage of sixty square feet. Large islands are encouraged. It is not clear from the plans whether the islands shown conform to the standards above. The applicant has submitted a sheet showing the "landscaped islands." Staff recommends that the area shown where the chiller pad and dumpster are proposed be removed from the calculations. It is possible the percentage still conforms. 10. The site plan shall reflect that the islands shown conform to the standards of section 13.06(B) as part of the preliminary plat plan application. Other 12. The subject property is located within the Airport Approach Cone and shall be subject to the CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drblsub\pizzagalli\final lot3 doc standards set forth in Section 13.03 of the SBLDR. Staff recommends that Development Review Board approve Final Plat Application #SD-07-78 subject to the conditional items included above. Respectfully submitted, GC4athyan'aRose, As ociate Planner Copy to: Robert Bouchard, Pizzagalli Properties, applicant 1S5 TAN DEVELOPMENT REVIEW BOARD 2 OCTOBER 2007 Mr. Bresee reminded the Board of the Rec Path Committee's interest in having a path around the back of the property leading to J.C. Park. Mr. Precourt said he had no problem with that and can deal with it in one of several ways. He agreed to work with the Rec Path Committee on this. 13. ublic Hearing: Preliminary Plat Application SD-07-56 & Final Plat Application #SD-07-57 of Pizzagalli Properties for a planned unit development consisting of a 10,000 sq. ft. medical office building, 185 Tilley Drive: Mr. Bouchard noted they had been in the middle of an application process when the district zoning was changed. Staff asked them to get a new final approval. The only changes made to the plan were in the sewer and water lines, made at the request of the Water Department. Residents of Old Farm Rd. expressed concern with light pollution from the placement of the next building and with traffic. Mr. Behr noted the plan has to meet the city's standards for lighting (downcast fixtures, etc.). The applicant is also well within their traffic allowance. A resident noted that traffic comes down Old Farm Rd. to get to Williston. Mr. Belair said that when the Interstate ramp comes through, there will be a connection, so that problem should not continue. Mr. Belair also noted that before the applicant can build the 4t' building, they will have to do a traffic study. Ms. Quimby moved to approve Preliminary Plat Application #SD-07-56 and Final Plat Application #SD-07-57 of Pizzagalli Properties subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 14. Public Hearing: Preliminary Plat Application #SD-07-59 and Final Plat Application #SD-07-60 of Leduc Farm, Inc., to: 1) subdivide five lots, and 2) Adjust property lines of three lots, Cheesefactory Road & Cheesefactory Lane: Mr. Marshall showed the location of the property which is divided by the South Burlington/Shelburne Town Line. He noted this is essentially the same plan as at sketch review. The plan includes a number of boundary line adjustments to increase the size of existing home lots. Much of the farm will be put into a trust for conservation. Family members will live on the various lots. The plan has already received approval from the Town of Shelburne. Mr. Belair said staff has no issues. All lot size requirements have been met. Ms. Quimby moved to approve Preliminary Plat Application #SD-07-59 and Final Plat Application #SD-07-60 of Leduc Farm, Inc., subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. -5- TOTAL AREA=52505 SF ISLAND AREAS=5552 SIF / 5552/52505=10.6% 4 / i w \ r \ Q / FMISH� W qv-r x Asa-r Q" r - C81 PIZZAGALLI PROPERTIES LLC I SOUTH BURLNGTONBOX VER20"MONT 05403 / � I � � MOUNTAIN VIEW OFFICE PARK LOT 3 SITE DEVELOPMENT m•x mu �I/� �(� � PARKING AREA ISLAND % PLAN LbnaL Hamlin m o m �o co \ '� ` _ Consulting n � `� Lhgineers, /nc. SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 December 14, 2007 Donald L. Hamlin Consulting Engineers Mr. Jeff Kershner 136 Pearl Street Essex Junction, VT 05452 RE: Mountain View Office Park, Lot 3 Dear Jeff: The South Burlington Water Department has reviewed the most recent set of plans for the above referenced project. Please find my comments below and refer also to applicable comments from my October 15, 2007 letter not repeated here. 1. All water installation work and water distribution material must comply with the "CWD Specifications". Details for this project must be the same as those within the above referenced CWD Specifications. 2. The above referenced CWD Specifications state that no water lines shall be installed after November 15 or before April 1 without prior approval of the Superintendent. The Superintendent may restrict work before November 15 and after April 1 during adverse weather conditions. 3. The proposed eight -inch water line to this lot is acceptable to this Department with the following exceptions: a. The proposed water line to the building should have at least five -feet (5') of pipe between the tee and first bend, and at least five -feet (5') of pipe between the first and second bends. b. The isolation valve for the proposed hydrant at the end of the main shall be installed at the building service line tee with foster adapters. c. The proposed fire hydrant must not be installed within ten -feet (10') of the proposed light pole. d. The existing six-inch gate valve that is connected to the blow -off must be removed. A plug must be installed on at the main line tee. The standpipe for the blow -off must be removed to a below grade level. e. If the proposed future eight -inch line to lot #5 is meant to replace the existing six-inch stub, then the existing six-inch line and gate valve shall be removed from the valve, and the tee plugged as in (d) above. Ties shall be taken on both tees and included on required Record Drawings. 4. Prior to any building construction, the building contractor must contact this Department to discuss City requirements for meter sizing, meter settings, and backflow protection. 5. The SBWD shall be sent any future hard copy plans involving this project for review. 6. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances, water line crossings, and testing. 7. A hard copy set of As-Builts as well as one electronic copy in Auto-CAD.DWG Version 14 Format or newer shall be supplied to this department upon completion of the water system improvements. If you have any questions or I can be of further assistance, please call me. Sincerely, 1-07e,oe"e--� Jay Nadeau Superintendent CC. Cathyann LaRose Doug Brent Bruce Hoar Plan Reviews: Mtn View Business Park, Lot 3 12-07 1 N 6. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances, water line crossings, and testing. 7. A hard copy set of As-Builts as well as one electronic copy in Auto-CAD.DWG Version 14 Format or newer shall be supplied to this department upon completion of the water system improvements. If you have any questions or I can be of further assistance, please call me. Sincerely, 1-07e,oe"-e-� - Jay Nadeau Superintendent CC. Cathyann LaRose Doug Brent Bruce Hoar Plan Reviews: Mtn View Business Park, Lot 3 12-07 Mountain View Business Pk Lot 3 12/19/07 Pizzagalli Properties Mike Lawrence LA The plans look good overall with the following recommendations: • Continuous planting beds to a depth of 2 feet are strongly recommended in the parking lot islands to provide adequate soil volume to support tree growth Tree Planting Detail • Eliminate reference to wire as an acceptable staking material • Specify minimum planting pit size of 2 times root ball diameter rr 20" i�1 southburlington V E R M 0 N T Mountain View Business Park Lot 3 December 13, 2007 Bill Szymanski, City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 (802)846-4106 1. The Engineer should look into the possibility of running the sewer force main straight to MH #1 instead of the long curve. 2. Concrete curb at cul-de-sac where water line is extended shall be removed and replaced with new concrete. 1. TOPOatAPNY ON LOfl J. 4 AND 6 R BASm ON roPOatAP111C 6URYEY3 PfltFOPoAEO IN a00e BY DONALD j ` • / FATALLY TOXIC GA55E5 MAY 5E PRE5ENT WN91LTN6 ENaNFD6, IN. IN UNDERGROUND PIPING 5YS7EM5 a. iN1EY aeVE UTILITY LOCATONS SHOVM ON THa PLAN ARE BARD DN A PLAN ENTTFA 'TIE AND WASTE SYSTEM STRUCTURES. 9U110MSIOR ROADWAY PLAN NEW, SHEET p, DAM W/ae/W A LASE R !iIM W/04/04 BY pMALp L NAMUN CCNSUL1Ml0 ENOIN J. E ATKMS ARE BASED ON USOS DATUM TM FROM A RENCM,AOf AT THE NORTHWEST CDRNER W TIE ,t ,4 h4 ttw DIQANO TFIE%NINE FWDPERIY =ATW P ACROSS INIERSTAIE BP FlIa1 Tffi TLLPY PROPERTY. / / / / 's` TILE CONTRACTOR 5NALL NOTIFY •OIGSAPC AT AIM 6QICNMEIPVATON WAS OB AM. N FROM iRm OERNER .E, eUPLMOTOM. VERMONT. / _ - " \ / / \ / I-LOCTION5 233 WHICH MAY ANYD(CAVATNON ALL WRIER UNE MID REUIFD WgiK i0 BE PERFORMED N ACCaIOANCc�MTI T[ // / / ' -- \ ' I / AT LOCATIONS WHICH MAY DE IN THE IMMEDIATE {�-� \ � I '\ '� VICINITY OF UNDERGROUND UTILITIES. — \ \ Jl^ rss ' / \ P, \ NEwA�.v A ,Dv� s]B.xl / axr 1 � Alp 337.0o \ N \ I \ \ \ Eaw \ / / �. � / / '"� \ \ \ \ \ \ \ \ \ 1 \ \ \ • \ ��y / PROPOSED BUILDING \ FINISH FLOOR 339.00 _ / / I l A A V 7/ I7 1 I I I V A VA I �� • \\ Jau - vv I/ v / A A \I /_ I II VAAV1AA 1 V A V A I � A 1\ \V I IRER+\ 0. N SIR74 \ WA W EW/b \ \ \ 1 EMSTNO ROW t TeEUBT BLOCK AND CONN[CT wATE1ME— \ m W E o I 1 , / • T~ SIOOf \ \ 1 I -- - - ._ -(. CLIENT PIZZA GALLI PROPERTIES, LLC P.O. BOX2009 �w I., _ \ Faacc rt SOUTH BURLINGTON, VERMONT 05403 E ` Ir OAE ftw ,' MOUNTAIN VIEW OFFICE PARK OWING TLE LOT 3 SITE DEVELOPMENT r / / NEW NH pp EMINO SMN NEW S MN 1 NEW S MN NEW I PS ,f\ " \\ / • \� ( ,/ / / , \ RM. ro MM-J44.a4 gIM.JM.� RIM-JJJ.e� RIM-' PROPOSED ENTRANCE REVISIONS \ r IMY. M-J]1T5 e' RV. IN =24 a' IN1Y NV. IM-JaV.SB le' NV. WT-JJB.aB \ e• INV. a,T.JJ150 e• INV. IN.JJ1a4INV. IN-JJ1TB WT-]3158 la' NV. WT-Ja0.B6 / I 1 \ / \ e• Mv. WIM14 Su StdE MRM/SFD I" a0' "mu aJIW VATa RUI.JJ4.oDN mM. i.DD DNiy, �317QL/dF �A tl�di7tlElL W MV. IN-JJ10O ,a• MV. &-J]e.eD ,IPKIsol. /. .. _-.)/ 07aTB \ \\ S' INV. IWT-JJJ.SO IY INV. WT.JJ0.03 tY MY, WT.JJe.J3 ORI Lo%(J-U ing 20 O 20 40 60 \F \ \ \ ` \ so,. \ \ \ 1 chRwd RA �'ngsneefs; Inc. srWP1 SK-Cl \ \' — _ — O,/3dOB BSAYi � ifPa VBTIl10al "Llk 91nni+c>niexu �idGG-0M-')298 nUOR i0 /Nl IXdV�T9 vxn�noxs� n mnr ee w me n.Mmi.Te o[RGROuxo vxuflp. TOTAL AREA=52505 SF ISLAND AREAS=5388 SF / 5388/52505=10.3Y T7�7 * g a \I (Y PROPOSED BUILDING FINIS FLOOR 5339,00 P2ZAGALPROPERTIES, LLC \ % P0 .O BOX 2008 macc ma / SOUTH BURLINGTON, VERMONT 05403 —< \ MOUNTAIN VIEW OFFICE PARK LOT 3 SITE DEVELOPMENT PARKING AREA ISLAND % PLAN ConsultingLbn¢ld L N¢mlin � zo 0 20 .w w \< .. . ° � _ Eng2neers; Inc. l Slue of Vermont WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED Environmental Protection Rules, Chapter 1, Wastewater System and Potable Water Supply Rules, Effective September 29, 2007 Chapter 21, Water Supply Rules, Effective April 25, 2005 Permit Number: WW-4-2990 Landowner: Pizzagalli Properties, LLC c/o Robert Bouchard 50 Joy Drive South Burlington VT 05403 This pen -nit affects property identified as Town Tax Parcel ID # i860-RR750 and referenced in deeds recorded in Book 681 Pages 736-737 of the Land Records in South Burlington, Vermont. This project, consisting of constructing a 30,000 square foot commercial building with a maximum of one hundred and twenty five (125) employees on Lot # 3 of the Mountain View Office Park served by municipal water and wastewater services located at 193 Tilley Drive in the City of South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions: 1. GENERAL 1.1 The project shall be completed as shown on the following plans and/or documents prepared by Donald L. Hamlin Consulting Engineers, Inc. listed as follows: Job 03-045, Drawing 1 of 1 "Boundary Plat" dated 7/29/04 and Job 07-325, Drawing 2 "Site Plan" dated 09/20/07 last revised. 11/13/07; Drawing 7 "Water, Sewer, & Drainage Details" dated 09/20/07 last revised 11/13/07; Drawing 8 "Technical Specifications" dated 09/20/07; Drawing 9 "Technical Specifications" dated 09/20/07; and Drawing 10 "Technical Specifications" dated 09/20/07. 1.2 The project shall not deviate from the approved plans in a manner that would change or affect the exterior water supply or wastewater disposal systems, building location, or, the approved use of the building, without prior review and written approval from the Wastewater Management Division. 1.3 This permit does not relieve the landowner from obtaining all other approvals and permits as may be required from the Act 250 District Environmental Commission, the Department of Environmental Conservation, Water Supply Division — telephone (802) 241-3400, Water Quality Division — telephone (802) 241-3770, the Department Public Safety, Division of Fire Safety — telephone (802) 879-2300, and local officials prior to proceeding with this project. 1.4 The conditions of this permit shall run with the land and will be binding upon and enforceable against the landowner and all assigns and successors in interest. The landowner shall be responsible for the recording of this permit in the South Burlington Land Records within thirty, (30) days of issuance of this pen -nit and prior to the conveyance of any lot subject to the jurisdiction of this pen -nit. 1.5 All conditions set forth in Permit #WW-4-2317 shall remain in effect except as modified or amended herein. l Wastewater System and Potable Water Supply Pen -nit WW-4-2990 Page 2 1.6 By acceptance of this permit, the landowner agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vermont environmental and health statutes and regulations. 1.7 This penuit may be revoked if it is determined that the project does not comply with these rules. In issuing this permit, the Division has relied solely upon the licensed designer's certification that the design -related information submitted was true and correct and complies with the Vermont Wastewater System and Potable Water Supply Rules and the Vermont Water Supply Rules. 2.WATER SUPPLY 2.1 No pen -nit issued by the Secretary shall remain valid after substantial completion of a potable water supply until the Secretary receives a signed and dated certification from a designer or an installer, as specified in the penuit; that states: "I hereby certify that in the exercise of my reasonable professional judgment the installation -related information submitted is true and correct and the potable water supply was installed in accordance with: the permitted design and all permit conditions; or record drawings and such record drawings are in compliance with the applicable rules, were filed with the Secretary, and are in accordance with all other permit conditions; was inspected; was properly tested; and has successfully met those performance tests." This certification shall include the water service line to the structure. 2.2 This project is approved for connection to the South Burlington municipal water system as depicted on the approved plans. The project is approved for a maximum of 1,688 gallons of water per day. No changes to the water supply shall be allowed without prior review and approval by the Wastewater Management Division. 2.3 The water main extension is approved provided the water main extension is constructed in strict accordance with the Agency of Natural Resources, Water Supply Division's "Public Water System Permit to Constrict" Project #C-210008.0 WSID #5091. 2.4 The connection of a sprinkler fire suppression system to a public drinking water supply system shall require the installation and maintenance of back -flow prevention devices which conform to the standards acceptable to the Department of Labor & Industry. 3.WASTEWATER DISPOSAL 3.1 No permit issued by the Secretary shall remain valid after substantial completion of a wastewater system until the Secretary receives a signed and dated certification from a designer or an installer, as specified in the permit, that states: "I hereby certify that in the exercise of my reasonable professional judgment the installation -related information submitted is true and correct and the wastewater system was installed in accordance with: the permitted design and all penult conditions; or record drawings and such record drawings are in compliance with the applicable rules, were filed with the Secretary, and are in accordance with all other penuit conditions; was inspected; was properly tested; and has successfully met those performance tests." This certification shall include the wastewater service line to the stricture. Wastewater System and Potable Water Supply Permit WW-4-2990 Page 3 3.2 This project is approved for connection to the South Burlington municipal wastewater treatment facility as depicted on the approved plans. The project is approved for a maximum of 1,500 gallons of wastewater per day. No changes to the wastewater disposal system shall be allowed without prior review and approval by the Wastewater Management Division. 3.3 This permit is based, in part, on a municipal approval for connection to their wastewater treatment facility. If the municipal approval expires, and the municipality files a written request with the Secretary, the Secretary will remove the sewage allocation for this project from the list of committed reserve capacity. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval and does not request that the Secretary remove the sewage allocation for this project from the list of committed reserve. Once the project is removed from the list of committed reserve capacity, a new permit must be issued for the project. An updated application form and an application fee will be required. The riles in effect at the time of the filing of the application for a new permit will be applied to the project. Laura Q. Pelosi, Commissioner Department of Enviromnental Conservation By 'V/� . Ernest Christianson, Regional Engineer Dated March 3, 2008 C South Burlington Plamiing Commission Donald L. Hamlin Consulting Engineers, Inc. Water Supply Division Act 250 District Environmental Commission #4 — Case #4C1153 Department of Public Safety, Division of Fire Safety i ZZ a fnG SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD 5 FEBRUARY, 2008 Ms. Quimby moved to continue Preliminary Plat Application #SD-08-03 and Final Plat Application #SD-08-04 until 19 February 2008. Mr. Farley seconded. Motion passed unanimously. 5. Site Plan Application #SP-08-05 of Joel Bradley to amend a previously approved plan for a mixed use 4005 sq. ft. building. The amendment consists of. 1) converting 948 sq. ft. of vacant space to retail use, and 2) allowing a two parking space waiver, 1197 Williston Road: Mr. Duff said the applicant plans to convert a vacant space to retail use and is requesting a 2 space parking waiver. The existing building has a variety of uses including 4 residential units and a business. The newly proposed tenant is a retail use. The applicant feels there will be enough parking as there are non -simultaneous uses of the residential and retail uses. Mr. Belair said staff has no issues. Ms. Quimby moved to approve Site Plan Application #SP-08-05 of Joel Bradley subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. Continued Final Plat Application #SD-07-77 of Pizzagalli Properties, LLC, for a planned unit development consisting of a 30,000 sq. ft. general office building, 193 Tilley Drive: Mr. Bouchard said they have received the memo from FEMA which confirms that they are not in the flood plain. Mr. Bouchard distributed a color photo of what the building will look like. He agreed that they will build what is shown in the photo. Ms. Wilson asked if this is a different building from the one which is now going up. Mr. Dinklage said it is. Mr. Behr noted that with the next building, the applicant would have to provide an updated traffic study. Mr. Bouchard said that is being done at this time. Mr. Dinklage stressed that it appears Exit 12B is being very seriously considered, and he urged the applicant to do nothing to compromise that. Mr. Ernshaw asked how to provide input and get information regarding the traffic study. Mr. Dinklage said input would be welcome, and the City Manager is the person to speak with. Ms. Quimby moved to approve Final Plat Application #SD-07-77 of Pizzagalli Properties, LLC, subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. WIE i r or-Ah,,VA, f~ southburlington PLANNING & ZONING February 26, 2008 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Re: Minutes — 193 Tilley Drive Dear Mr. Bouchard: For your records, enclosed is a copy of the approved February 5, 2008 Development Review Board meeting minutes. If you have any questions, feel free to contact me. Sincerely, BetsyNMconough Brown Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com .��.VERMONT State of Vermont A GENCY OF NA TURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Regional Office 111 West Street Essex Junction, VT 05452-4695 Telephone: (802) 879-5656 January 18, 2008 Pizzagalli Properties, LLC Pizzagalli Properties, LLC c/o Robert Bouchard 50 Joy Drive South Burlington VT 05403 RE: WW-4-2990, construct a 30,000 square foot commercial building on Lot # 3 of Mountain View Office Park one hundred and twenty five employee's, municipal water and sewer, 193 Tilley Drive - Lot # 3, South Burlington, Vermont. Dear Applicant: We received your completed application for the above referenced project on January 17, 2008, including a fee of $375.00 paid by check #141074. Under the performance standards for this program, we have a maximum of 45 days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 45 in-house days, please contact this office. Please submit site plans with dimensions. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. For the Division of Wastewater Management �'4 Mary aril Administrative Technician II cc: South Burlington Planning Commission Jeff Kershner PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing at the South Burlington City Hall Con- ference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, Janu- ary 8, 2008 at 7:30 P.M. to consider the following: 1. Appeal #AO-07-05 of Munson Earth Moving Corp. appealing the issuance of Notice of Violation #NV-07-20 by the Administrative Officer for a zoning violation at 1877 Williston Road. 2. Final plat application #SD-07-78 of Pizzagalli Properties, LLC for a planned unit development to construct a 30,000 sq. ft. general office building, 193 Tilley Drive. 3. Preliminary plat application #SD-07- 79 & final plat application #SD-07-80 of Robert A. & Mary Alice Irish to subdivide a 3.8 acre parcel developed with a single family dwelling into two (2) lots of 1.65 acres (lot A) and 2.15 ? acres (lot 8), 80 Bartlett Bay Road. John Dinklage, Chairman South Burlington Development Review Board Copies of the applications are available for public inspection at the South Burlington City Hall. December 19, 2007 Page I of 3 Date: February 05, 2008 Case N )8-01-0429A LOMA Federal Emergency Management Agency F �o- Washington, D.C. 20472 �qVD 5E� LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT REMOVAL COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION CITY OF SOUTH BURLINGTON, Portions of Lot 3, Plat of Tilley Family Limited Partnership, as shown CHITTENDEN COUNTY, VERMONT on the Plat recorded in Volume 445, Page 6, in the Office of the City Clerk, City of South Burlington, Vermont COMMUNITY The portions of property are more particularly described by the following metes and bounds: COMMUNITY NO.: 500195 AFFECTED NUMBER:5001950005B MAP PANEL DATE: 3/16/1981 FLOODING SOURCE: TRIBUTARY TO POTASH APPROXIMATE LATITUDE & LONGITUDE OF PROPERTY: 44.449,-73.148 BROOK SOURCE OF LAT & LONG: PRECISION MAPPING STREETS 7.0 DATUM: NAD 83 DETERMINATION OUTCOME 1%ANNUAL LOWEST LOWEST BLOCK/ WHAT IS CHANCE ADJACENT LOT LOT SECTION SUBDIVISION STREET REMOVED FROM FLOOD FLOOD GRADE ELEVATION THE SFHA ZONE ELEVATION ELEVATION (NGVD 29) NGVD 29) (NGVD 29 3 — Tilley Family 193 Tilley Drive Portion of X 329.5 to 330.5 -- 330.0 to 331.0 Property (unshaded) feet feet (West) Special Flood Hazard Area (SFHA) - The SFHA is an area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in an given year base flood). ADDITIONAL CONSIDERATIONS Please refer to the appropriate section on Attachment 1 for the additional considerations listed below. LEGAL PROPERTY DESCRIPTION ZONE A DETERMINATION TABLE (CONTINUED) SUPERSEDES PREVIOUS DETERMINATION PORTIONS REMAIN IN THE SFHA This document provides the Federal Emergency Management Agency's determination regarding a request for a Letter of Map Amendment for the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we have determined that the described portion(s) of the property(ies) is/are not located in the SFHA, an area inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood). This document amends e effective NFIP map to remove the subject the property from the SFHA located on the effective NFIP map; therefore, the Federal mandatory flood insurance requirement does not apply. However, the lender has the option to continue the flood insurance requirement to protect its financial risk on the loan. A Preferred Risk Policy (PRP) is available for buildings located outside the SFHA. Information about the PRP and how one can apply is enclosed. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, 3601 Eisenhower Avenue, Suite 130, Alexandria, VA 22304-6439. Wiilliaam�CRc.Blanton Jr., CFM, Chief Engineering Management Branch Mitigation Directorate Page 2 of 3 Date: February 05, 2008 Case N 8-01-0429A LOMA OF'QAj'--\it. j Federal Emergency Management Agency Washington, D.C. 20472 ND StiLJ LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS LEGAL PROPERTY DESCRIPTION (CONTINUED) West Portion BEGINNING at the westernmost corner of Lot 3; thence N29°52'05"E, 328.06 feet; thence S88020'02"E, 406.60 feet; thence S01°39'57W, 71.81 feet; thence S74015'23"E, 56.71 feet; thence S14°12'48"E, 65.43 feet; thence S74043'10"E, 37.41 feet; thence S13'55'51"E, 127.81 feet; thence S37018'39"W, 65.50 feet; thence S21 °04'08"W, 14.35 feet; thence S74°44'27"W, 16.64 feet; thence S39003'55"W, 31.73 feet; thence S84°07'04"W, 37.79 feet; thence S02042'54"W, 28.67 feet; thence N87°17'06"W, 175.31 feet; thence 180.66 feet along a curve to the right having a radius of 1000.00 feet; thence 152.80 feet along a curve to the left having a radius of 75.00 feet; thence S77°39'18"W, 50.17 feet; thence N75018'33"W, 97.02 feet to the POINT OF BEGINNING East Portion BEGINNING at the southeast corner of Lot 3; thence N07046'15"W, 31.71 feet; thence N07057'00"W, 329.63 feet; thence N88°20'02"W, 183.57 feet; thence S47°33'05"E, 43.94 feet; thence S00°16'41"E, 70.00 feet; thence S22048'08"E, 57.52 feet; thence S60°32'11"E, 42.80 feet; thence S72°48'33"E, 29.41 feet; thence S10053'35"W, 9.33 feet; thence S46°54'38"W, 11.93 feet; thence S14'28'54"W, 15.04 feet; thence S31°29'18"W, 16.73 feet; thence S50o27'46"W, 14.02 feet; thence S20°33'03"W, 23.13 feet; thence S06°07'52"E, 39.46 feet; thence S06'38'48"W, 10.79 feet; thence S12036'13"W, 21.25 feet; thence S25014'21"W, 30.44 feet; thence S47047'28"W, 26.94 feet; thence S30020'47"W, 31.46 feet; thence S47°18'32"W, 17.11 feet; thence 225.73 feet along a curve to the left having a radius of 500.00 feet to the POINT OF BEGINNING DETERMINATION TABLE CONTINUED OUTCOME 1%ANNUAL LOWEST LOWEST WHAT IS CHANCE ADJACENT LOT LOT BLOCK/ SUBDIVISION STREET REMOVED FROM FLOOD FLOOD GRADE ELEVATION SECTION THE SFHA ZONE ELEVATION ELEVATION (NGVD 29) NGVD 29) (NGVD 29 3 Tilley Family 193 Tilley Drive Portion of X 329.5 to 330.5 — 330.0 to 331.0 Property (unshaded) feet feet (East) PORTIONS OF THE PROPERTY REMAIN IN THE SFHA (This Additional Consideration applies to the preceding 2 Properties.) Portions of this property, but not the subject of the Determination/Comment document, may remain in the Special Flood Hazard Area. Therefore, any future construction or substantial improvement on the property remains subject to Federal, State/Commonwealth, and local regulations for floodplain management. This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, 3601 Eisenhower Avenue, Suite 130, Alexandria, VA 22304-64-399. s William R. Blanton Jr., CFM, Chief Engineering Management Branch Mitigation Directorate Page 3 of 3 i Date: February 05, 2008 Case N p8-01-0429A LOMA _ Federal Emergency Management Agency Washington, D.C. 20472 �19 NU Sti�'J LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) ZONE A (This Additional Consideration applies to the preceding 2 Properties.) The National Flood Insurance Program map affecting this property depicts a Special Flood Hazard Area that was determined using the best flood hazard data available to FEMA, but without performing a detailed engineering analysis. The flood elevation used to make this determination is based on approximate methods and has not been formalized through the standard process for establishing base flood elevations published in the Flood Insurance Study. This flood elevation is subject to change. SUPERSEDES OUR PREVIOUS DETERMINATION (This Additional Consideration applies to all properties in the LOMA DETERMINATION DOCUMENT (REMOVAL)) This Determination Document supersedes our previous determination dated 1/24/2008, for the subject property. This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, 3601 Eisenhower Avenue, Suite 130, Alexandria, VA 22304-6439. Willia�-cm.CR- Blanton Jr., CFM, Chief '— Engineering Management Branch Mitigation Directorate Federal Emergency Management Agency Washington, D.C. 20472 19JVD SEL February 05, 2008 MR. ROBERT BOUCHARD PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VT 05407 DEAR MR. BOUCHARD: CASE NO.: 08-01-0429A COMMUNITY: CITY OF SOUTH BURLINGTON, CHITTENDEN COUNTY, VERMONT COMMUNITY NO.: 500195 This is in reference to a request that the Federal Emergency Management Agency (FEMA) determine if the property described in the enclosed document is located within an identified Special Flood Hazard Area, the area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood), on the effective National Flood Insurance Program (NFIP) map. Using the information submitted and the effective NFIP map, our determination is shown on the attached Letter of Map Amendment (LOMA) Determination Document. This determination document provides additional information regarding the effective NFIP map, the legal description of the property and our determination. Additional documents are enclosed which provide information regarding the subject property and LOMAs. Please see the List of Enclosures below to determine which documents are enclosed. Other attachments specific to this request may be included as referenced in the Determination/Comment document. If you have any questions about this letter or any of the enclosures, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, 3601 Eisenhower Avenue, Suite 130, Alexandria, VA 22304-6439. Sincerely, William R. Blanton Jr., CFM, Chief Engineering Management Branch Mitigation Directorate LIST OF ENCLOSURES: LOMA DETERMINATION DOCUMENT (REMOVAL) cc: State/Commonwealth NFIP Coordinator Community Map Repository Region CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 February 6, 2008 Bob Bouchard Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Re: 193 Tilley Drive Final Plat Application #SD-07-77 Dear Mr. Bouchard: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on February 6, 2008 (effective 2/6/08). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records within 180 days (must be submitted & recorded by August 1 2008) or this approval is null and void. If you have any questions, please contact me. Sincerely, Hx� Betsy McDonough Brown Planning & Zoning Assistant Encl. cc: David Scheuer, Retrovest CERTIFIED MAIL RETURN RECEIPT: 7006 3450 0002 0949 2205 CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: _ b OR NAME MAII I" -, Annppcc --- • •�-��+� rr[VJCI, 1 Ut- IN I ILKLST r90y -7 z ! %j c/GNl��rs eVl b d11-/A6POA/n�L% �'.! 7!c/slr✓C/7o1Q f� /Ccatr ✓'O /9-1., Pv7 7&7 L e auk as 1tuM-6 !`�7! SP trp S7- Sp,;rtLV.LLA6-E_ 3 �:30-r74 L, d R L 0 !� �R!`-' A ((P,— Or;;'e r roc I� (3S ter ... r� S CIDW11C, r 0AkUV&T-6N C CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: —Z* S' NAME MAILING ADDRESS PROJECT OF INTEREST TIN 4a C,a�Np C:uc� na. LiooP� �� „ PA5IM REDZiC. 5$ W1 LAND 7 S P'1 ! i t 1t �' �l�Z► C I- Lo i LAN ti CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 February 6, 2008 Brian Armstrong Laura Wilson 50 Old Farm Road South Burlington, VT 05403 Re: 193 Tilley Drive Dear Mr. Armstrong & Ms. Wilson: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 February 1, 2008 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Re: 193 Tilley Drive Dear Mr. Bouchard: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, February 5, 2008 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. Page 1 of 3 I Date: January 24, 2008 Case ': 08-01-0242A LOMA Federal Emergency Management Agency 04 Washington, D.C. 20472 LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT REMOVAL COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION CITY OF SOUTH BURLINGTON, Portions of Lot 3, Plat of Tilley Family Limited Partnership, as shown on CHITTENDEN COUNTY, VERMONT the Plat recorded in Volume 445, Page 6, in the Office of the City Clerk, City of South Burlington, Vermont COMMUNITY The portions of property are more particularly described by the following metes and bounds: COMMUNITY NO.: 500195 AFFECTED NUMBER:5001950005B MAP PANEL DATE: 3/16/1981 FLOODING SOURCE: TRIBUTARY TO POTASH BROO APPROXIMATE LATITUDE & LONGITUDE OF PROPERTY: 44.449,-73.148 SOURCE OF LAT & LONG: PRECISION MAPPING STREETS 7.0 DATUM: NAD 83 DETERMINATION OUTCOME 1%ANNUAL LOWEST LOWEST LOT BLOCK/ SECTION SUBDIVISION STREET WHAT IS REMOVED FROM FLOOD CHANCE FLOOD ADJACENT GRADE LOT ELEVATION THE SFHA ZONE ELEVATION ELEVATION (NGVD 29) (NGVD 29) (NGVD 29) 3 -- Tilley Family 193 Tilley Drive Portion of X 329.5 to 330.5 -- 330.0 to 331.0 Property (unshaded) feet feet (West) Special Flood Hazard Area (SFHA) - The SFHA is an area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood). ADDITIONAL CONSIDERATIONS (Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.) LEGAL PROPERTY DESCRIPTION ZONE A DETERMINATION TABLE (CONTINUED) PORTIONS REMAIN IN THE SFHA This document provides the Federal Emergency Management Agency's determination regarding a request for a Letter of Map Amendment for the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we have determined that the described portion(s) of the property(ies) is/are not located in the SFHA, an area inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood). This document amends the effective NFIP map to remove the subject property from the SFHA located on the effective NFIP map; therefore, the Federal mandatory flood insurance requirement does not apply. However, the lender has the option to continue the flood insurance requirement to protect its financial risk on the loan. A Preferred Risk Policy (PRP) is available for buildings located outside the SFHA. Information about the PRP and how one can apply is enclosed. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, 3601 Eisenhower Avenue, Suite 130, Alexandria, VA 22304-6439. William R. Blanton Jr., CFM, Chief Engineering Management Branch Mitigation Directorate (Page 2 of 3 Date: January 24, 2008 Case t 08-01-0242A LOMA Federal Emergency Management Agency 4 Washington, D.C. 20472 NOS LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) LEGAL PROPERTY DESCRIPTION (CONTINUED) West Portion BEGINNING at the westernmost corner of Lot 3; thence N29052'05"E, 328.06 feet; thence S88020'02"E, 406.60 feet; thence S01 039'57W, 71.81 feet; thence S74015'23"E, 56.71 feet; thence S14012'48"E, 65.43 feet; thence S74°43'10"E, 37.41 feet; thence S13°55'51"E, 63.08 feet; thence S37°18'39"W, 65.50 feet; thence S21o04'08"W, 14.35 feet; thence S74044'27"W, 16.64 feet; thence S39003'55"W, 31.73 feet; thence S84°07'04°W, 37.79 feet; thence S02042'54"W, 28.67 feet; thence N87017'06"W, 175.31 feet; thence 180.66 feet along a curve to the right having a radius of 1000.00 feet; thence 152.80 feet along a curve to the left having a radius of 75.00 feet; thence S77°39'18"W, 50.17 feet; thence N75018'33°W, 97.02 feet to the POINT OF BEGINNING East Portion BEGINNING at the southeast comer of Lot 3; thence N07°46'15"W, 31.71 feet; thence N07°57'00"W, 329.63 feet; thence N88°20'02"W, 183.57 feet; thence S47°33'05"E, 43.94 feet; thence S00°16'41"E, 70.00 feet- thence S22°48'08"E, 57.52 feet; thence S60032'11"E, 42.80 feet; thence S72°48'33"E, 29.41 feet; thence S10°53'35"W, 9.33 feet; thence S46°54'38"W, 11.93 feet; thence S14°28'54"W, 15.04 feet; thence S31 °29'18"W, 16.73 feet; thence S50027'46"W, 14.02 feet; thence S20033'03"W, 23.13 feet; thence S06°07'52"E, 39.46 feet; thence S12°36'13"W, 21.25 feet; thence S25°14'21"W, 30.44 feet; thence S47°47'28°W, 26.94 feet; thence S30°20'47"W, 31.46 feet; thence S47018'32"W, 17.11 feet; thence 225.73 feet along a curve to the left having a radius of 500.00 feet to the POINT OF BEGINNING DETERMINATION TABLE OUTCOME 1%ANNUAL LOWEST LOWEST LOT BLOCK/ SUBDIVISION STREET WHAT IS REMOVED FROM FLOOD CHANCE FLOOD ADJACENT GRADE LOT ELEVATION SECTION THE SFHA ZONE ELEVATION ELEVATION (NGVD 29) (NGVD 29) (NGVD 29) 3 -- Tilley Family 193 Tilley Drive Portion of X 329.5 to 330.5 -- 1 330.0 to 331.0 Property (unshaded) feet feet (East) PORTIONS OF THE PROPERTY REMAIN IN THE SFHA (This Additional Consideration applies to the preceding 2 Properties.) Portions of this property, but not the subject of the Determination/Comment document, may remain in the Special Flood Hazard Area. Therefore, any future construction or substantial improvement on the property remains subject to Federal, State/Commonwealth, and local regulations for floodplain management. This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, 3601 Eisenhower Avenue, Suite 130, Alexandria, VA 22304-6439. William R. Blanton Jr., CFM, Chief Engineering Management Branch Mitigation Directorate Page 3 of 3 Date: January 24, 2008 Case f: 08-01-0242A LOMA O�TART ,y Federal Emergency Management Agency Washington, D.C. 20472 LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) ZONE A (This Additional Consideration applies to the preceding 2 Properties.) The National Flood Insurance Program map affecting this property depicts a Special Flood Hazard Area that was determined using the best flood hazard data available to FEMA, but without performing a detailed engineering analysis. The flood elevation used to make this determination is based on approximate methods and has not been formalized through the standard process for establishing base flood elevations published in the Flood Insurance Study. This flood elevation is subject to change. This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, 3601 Eisenhower Avenue, Suite 130, Alexandria, VA 22304-6439. William R. Blanton Jr., CFM, Chief Engineering Management Branch Mitigation Directorate O, VIAR Federal Emergency Management Agency ND SE Washington, D.C. 20472 9 January 24, 2008 MR. ROBERT BOUCHARD PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VT 05407 DEAR MR. BOUCHARD: CASE NO.: 08-01-0242A COMMUNITY: CITY OF SOUTH BURLINGTON, CHITTENDEN COUNTY, VERMONT COMMUNITY NO.: 500195 This is in reference to a request that the Federal Emergency Management Agency (FEMA) determine if the property described in the enclosed document is located within an identified Special Flood Hazard Area, the area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood), on the effective National Flood Insurance Program (NFIP) map. Using the information submitted and the effective NFIP map, our determination is shown on the attached Letter of Map Amendment (LOMA) Determination Document. This determination document provides additional information regarding the effective NFIP map, the legal description of the property and our determination. Additional documents are enclosed which provide information regarding the subject property and LOMAs. Please see the List of Enclosures below to determine which documents are enclosed. Other attachments specific to this request may be included as referenced in the Determination/Comment document. If you have any questions about this letter or any of the enclosures, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, 3601 Eisenhower Avenue, Suite 130, Alexandria, VA 22304-6439. Sincerely, W24. 'I Jd.z; /}L_ William R. Blanton Jr., CFM, Chief Engineering Management Branch Mitigation Directorate LIST OF ENCLOSURES: LOMA DETERMINATION DOCUMENT (REMOVAL) cc: State/Commonwealth NFIP Coordinator Community Map Repository Region Permit Number SD- v 1 - 1 � CITY OF SOUTH BURLINGTON APPLICATION FOR FINAL SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Pizzagalli Properties, LLC, 50 Joy Drive, South Burlington, VT 05403 T:802-660-6805 F:802-660-6868 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 681, Pages 736 & 737 3) APPLICANT (Name, mailing address, phone and fax #) Pizzagalli Properties, LLC 50 Jov Drive, South Burlington, VT 05403 T:802-660-6805 F:802-660-6868 4) CONTACT PERSON (Person who will receive all correspondence from Staff. Include name, address phone& fax #) Robert Bouchard - Pizzagalli Properties, LLC, 50 Joy Drive, South Burlington, VT 05403 T: 802-660--6805 F:802-660-6868 Contact email address: bbouchard@pizzagalliproperties. com 5) PROJECT STREET ADDRESS 193 Tilley Drive 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 0860—RR750 7) DETAILED PROJECT DESCRIPTION a) Existing uses on Property (including description and size of each separate use) None b) Proposed uses on property (include description and size of each new use and existing uses to remain) Pizzagalli Properties, LLC proposes to construct a two-story, 30,000 s.f. general office building on Lot#3 of Mountain View Office Park with 144 parking F-3.mrK�� c) Total building square footage on property (proposed buildings and existing buildings to remain) Proposed - 30,000 Existing - 0 d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine)Two floor - 27' high, no basement or mezzanine proposed. } e) Number of residential units (if applicable, new units and existing units to remain) n/a f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees) Pizzagalli estimates approximately 125 employees. Number of company vehicles is unknown. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) None h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. None 8) WETLAND INFORMATION a) Are there any wetlands (Class I, II, or III) on the subject property? Yes b) If yes, is the proposed development encroaching into any of these wetlands or their associated 50' buffers? No encroachment into Class II wetlands or Class II wetland buffer. Pizzagalli Properties does show an impact to a Class III wetland as previously approved during the subdivision review. c) If yes, this project MUST be reviewed by the Natural Resources Committee prior to review by the Development Review Board. Please submit the following with this application: Pizzagalli Properties met with the NRC about proposed impact during the subdivision reveiw process. 1. a site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's Wetlands Map. Delineation identified on site plan enclosed. 2. response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria). 9) LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a) Size of Parcel: 7.86 acres/342,382 s. f. (acres /sq. ft.) b) Building Coverage: Existing - square feet - % Proposed 15,000 square feet 4.3 % c) Overall Coverage (building, parking, outside storage, etc): Existing - square feet - % Proposed 67,107 square feet 14.6 % d) Front Yard Coverage(s) (commercial projects only): Existing - square feet - % Proposed - square feet - % 10) AREA DISTURBED DURING CONSTRUCTION: 85,000 sq. ft. * *Projects disturbing more than on -half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 11) WAIVERS REQUESTED a) List any waivers from the strict standards in the Land Development Regulations (e.g., setbacks, height, parking, etc.) that the applicant is seeking Front yard setback - as previously approved. From 50' to 30'. 12) COST ESTIMATES a) Building (including interior renovations) $ 2,500,000 b) Landscaping (see Section 13.06(G) of the Land Development Regulations) $ 32.500 c) Other site improvements (please list with cost) $500,000 grading, parking, drive, utilities, exterior lijzhtinR. stormwater system. etc. 13) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out) 164 In 164 out 328 vpd b) A.M. Peak hour for entire property (in and out) 41 In 5 out 46 vph c) P.M. Peak hour for entire property (In and out) 8 In 37 out 45 vph 14) PEAK HOURS OF OPERATION 8 : 00 am - 5 : 0 15) PEAK DAYS OF OPERATION Monday - Frida 16) ESTIMATED PROJECT COMPLETION DATE September 30, 2008 K, N 17) ABUTTING LANDOWNERS — please list abutting landowners, including those across any streets. You may attach a separate sheet. North, South & West — Pizzagalli Properties, LLC, 50 Joy Drive, South Burlington, VT East —Mr. John Illick — Technology Park, 30 Community Dr.,So.Burlington,VT 05403 05403 16) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I I" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the final plat application (see Exhibit A). Plans enclosed. Fee enclosed. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT rwg,�S�� -� SIGNATURE OF PROPS TY OWNER Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: / ❑ Complete � d of Planning 4 or Designee at Kiniya YMCA II, LLC, filed applica- tion #4C1198 for a project generally described as: Construction of a 20' x 40' shed, instal- lation of on -site wells, construction of atmospheric storage tanks and related pumping equipment in new water equipment building and installation of buried water lines. The project is located on Camp Kiniya Road in the Town of Colchester, Vermont. The District 4 Environmental Commission will review this application under Act 250 Rule 51 - Minor Applications. Copies of the application and proposed permit are available for review at the Colchester Municipal Office, Chittenden County Regional Planning Commission located at 30 Kimball Avenue, South Burlington, and the office listed below. The applica- tion and proposed permit may also be viewed on the Natural Resources Board's web site (www.nrb.state.vt.usAup) by clicking on "District Commission Cases," selecting "Entire Database," and enter- ing the case number above. No hearing will be held unless, on or befgre January 2, 2008, a party notifies the District Commission of an issue or issues requiring the presentation of evidence at a hearing or the commis- sion sets the matter for hearing on its own motion. Any hearing request shall be in writing to the address below, shall state the criteria or subcriteria at issue, why a hearing is required and whatadditional evidence will be presented at the hearing. Any hearing request by an adjoining property owner or other interested person must include a petition for party status. Prior to submitting a request for a hearing, please contact the district coordinator at the telephone number listed below for more information. Prior to conven- ing a hearing, the District Commission must determine that substantive issues requiring a hearing have been raised. Findings of Fact and Conclusions of Law will not be prepared unless the Com- mission holds a public hearing. Should a hearing be held on this proj- ect and you have a disability for which you are going to need accommodation, please notify us by January 2, 2008. Parties entitled to participate are the mission fora new V noncommercial class A radio s in Jericho, VT, on channel 20o _ rating at 0.026 kW from an antenna 94 meters tall located at 44-31-40 N, 72-48-58 W. The officers and directors of NC Friends Broadcast- ing, Inc. are Todd P. Robinson, Allison Robinson, and Scott Knox. A copy of the application is available for public viewing in the public file at Jericho Town Library, 7 Jericho Center Circle, Jericho, VT 05465. PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing at the South Burlington City Hall Con- ference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, Janu- ary 8, 2008 at 7:30 P.M. to consider the following: 1. Appeal #AO-07-05 of Munson Earth Moving Corp. appealing the issuance of Notice of Violation #NV-07-20 by the Administrative Officer for a zoning violation at 1877 Williston Road. 2. Final plat application #SD-07-78 of Pizzagalli Properties, LLC for a planned unit development to construct a 30,000 sq. ft. general office building, 193 Tilley Drive. 3. Preliminary plat application #SD-07- 79 & final plat application #SD-07-80 of Robert A' & Mary Alice Irish to subdivide a 3.8 acre parcel developed with a single family dwelling into two (2) lots of 1.65 acres (lot A) and 2.15 acres (tot 8), 80 Bartlett Bay Road. John Dinklage, Chairman South Burlington Development Review Board Copies of the applications are available for public inspection at the South Burlington City Hall. December 19, 2007 STATE OF VERMONT CHITTENDEN COUNTY, SS. CHITTENDEN SUPERIOR COURT DOCKET NO. S0032-07 CnC Deutsche Bank National Trust Company, as Trustee for the Certificateholders of Soundview Home Loan Trust 2006- sale or inquire at Lobe & Fortin, 30 Kimball Ave., Ste. 306, South Burling- ton, VT 05403, 802 660-9000. Deutsche Bank National Trust Company, as Trustee By: Joshua B. Lobe, Esq. Lobe & Fortin, PLC 30 Kimball Ave., Ste. 306 South Burlington, VT 05403 STATE OF VERMONT CHITTENDEN COUNTY, SS. CHITTENDEN SUPERIOR COURT DOCKET NO. S0384-07 CnC Chase Home Finance, LLC, Plaintiff V. Dwayne Rivers, Mortgage Electronic Registration Systems, Inc., as nominee for Accredited Home Lenders, Inc. And Occupants residing at 40 Doris Drive, Milton, Vermont, Defendants NOTICE OF SALE By virtue and in execution of the Power of Sale contained in a certain mortgage given by Chase Home Finance, LLC to Dwayne Rivers dated May 9, 2005 and recorded in Volume 314, Page 73 of the Land Records of the Town of Milton, of which mortgage the undersigned is the present holder, for breach of the conditions of said mortgage and for the purposes of foreclosing the same will be sold at Public Auction at 7:30 A.M. on January 2, 2008, at 40 Doris Drive, Milton, Vermont all and singular the premises described in said mortgage: To Wit: Being all and the same land and premises conveyed to Dwayne Rivers by Warragty Deed of Timothy P. Crowley and Candace R. Crowley dated May 9, 2005 and to be recorded in the Milton Land Records. Terms of Sale: $10,000.00 to be paid in cash by purchaser at the time of sate, with the balance due at closing. Proof of financing for the balance of the purchase to be provided at the time of sale. The sate is subject to taxes due and owing to the Town of Milton. Otfler terms to be announced at the T^- of Sale: $10,000.00 to be paid in ry purchaser at the time of sale, w. ,„/the balance due at closing. Proof of financing for the balance of the purchase to be provided at the time of sale. The sale is subject to taxes due and owing to the Town of Jericho. Other terms to be announced at the sale or inquire at Lobe & Fortin, 30 Kimball Ave., Ste. 306, South Burling- ton, VT 05403, 802 660-9000. Residential Funding Company, LLC By: Joshua B. Lobe, Esq. Lobe & Fortin, PLC 30 Kimball Ave., Ste. 306 South Burlington, VT 0540 STATE OF VERMONT CHITTENDEN COUNTY, SS. CHITTENDEN SUPERIOR COURT DOCKET NO. S1441-06 CnC Welts Fargo Bank, NA, as Trustee for Option One Mortgage Loan Trust 2005- 1, Asset -Backed Certificates, Series 2005-1, Plaintiff V. Albert Betval, Tammy Saltus And Occupants residing at 431-433 Flynn Avenue, Burlington, Vermont, Defendants NOTICE OF SALE By virtue and in execution of the Power of Sale contained in a certain mortgage given by Option One Mortgage Corpora- tion to Albert Belval dated August 20, 2004 and recorded in Volume 885, Page 3 of the Land Records of the Town of Burlington, of which mortgage the undersigned is the present holder, for breach of the conditions of said mortgage and for the purposes of foreclosing the same will be sold at Public Auction at 1:00 P.M. on January 2, 2008, at 431-433 Flynn Avenue, Bur- lington, Vermont all and singular the premises described in said mortgage: To Wit: Being all and the same land and premises conveyed to Albert Belval by Quitclaim Deed of Allen Bruce, Trustee to reconvey dated December 4, 1992, and recorded in Volume 472 at Page 241 -, , J.a J. u . ,.. uic pu, Pweb t foreclosing the same will be solc Public Auction at 3:30 P.M. on J 2, 2008, at 28 Park Road, South lington, Vermont all and singula premises described in said mortc To Wit: Being all and the same lands an Premises conveyed to Trisha Bar Warranty Deed from James and E Rublee dated October 11, 2005 : recorded October 13, 2005 in Vo 730 at Page 180 of the Land Rec the City of South Burlington. Terms of Sate: $10,000.00 to be in cash by purchaser at the time sale, with the balance due at ctc Proof of financing for the balanc the purchase to be provided at t of sale. The sale is subject to ta: due and owing to the Town of Sc Burlington. Other terms to be announced at sale or inquire at Lobe & Fortin, Kimball Ave., Ste. 306, South Bc ton, VT 05403, 802 660-9000. EMC Mortgage Corporation By: Joshua B. Lobe, Esq. Lobe & Fortin, PLC 30 Kimball Ave., Ste. 306 South Burlington, VT 05403 STATE OF VERMONT CHITTENDEN COUNTY, SS. CHITTENDEN SUPERIOR COURT DOCKET NO.S221-07 Cnc Aurora Loan Services LLC, Plaintiff V. Douglas Skidmore And Occupant: residing at 195 Hinesburg Road, South Burb Vermont, Defendants NOTICE OF SALE By virtue and in execution of the Power of Sale contained in a cert mortgage given by Lehman Broth Bank, FSB to Douglas Skidmore d; March 7, 2006 and recorded in Vc 743, Page 589 of the Land Recorc the Town of South Burlington, of mortgage the undersigned is the holder, for breach of the conditio CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 December 19, 2007 Pizzagalli Properties, LLC c/o Bob Bouchard 50 Joy Drive South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public hearing is being held regarding the proposed development. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." Please call our office at 846-4106 if you have any questions. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 December 19, 2007 John Illick 30 Community Drive, #4 South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts property you own, This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. z C -/ - c l y / J 1-7Gi r /7 714C, �v/�� Gam- Ct�Y�J /74 1 7 s J C U �/ 1' e/{j /er G C Y e �� t �'I CYI > OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 January 3, 2008 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Re: 193 Tilley Drive Dear Mr. Bouchard. - Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, January 8, 2008 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, Betsy Mc onough Brown Planning & Zoning Assistant Encl. DEVELOMENT REVIEW BOAR 16 OCTOBER 2007 4. Site Plan Application #SP-07-70 of Magic Hat Brewery to amend a previously approved site plan for three industrial buildings on two parcels totaling 6.73 acres. The amendment consists of: 1) six various sized building additions; 2) adding 12 fermentation tanks, and 3) adding a one-way truck exit to Bartlett Bay Road, 5 Bartlett Bay Rd: Mr. Wamsganz said the purpose of the modifications is to increase production and to increase efficiency of the site. He noted they will be adding some landscaping in previously paved areas. He then showed where the specific additions will be, including the location of fermentation tanks. The project will reduce overall coverage by 1%. Mr. Wamsganz also showed the location of the proposed one-way truck entrance. Mr. Belair noted he had a call from property owner Doug Hoar, owner of a nearby property complaining of an odor and grain dust landing on his new vehicles. Mr. Kipp said he didn't know about this and will be glad to meet with Mr. Hoar. The renovated facility will have a steam recovery system with no steam escaping. Steam might be now be pulling particulates out of the air and settling them on cars. Pat Trimm of the Landings Association said they had been promised a screen from barrels on this site. They got a screen, but now the barrels are as high as the roofline, and there is no screening up that high. The applicant said they will remove a hedge and a tree which will be relocated and will provide more screening from Bartlett Bay Road. Ms. Timm said she felt the site was "an eyesore." Ms. Quimby moved to approve Site Plan Application #SP-07-70 of Magic Hat Brewing Co., subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 5. Sketch Plan Application #SD-07-63 of Trench Boxes, Etc., Inc., for a planned unit development to re -subdivide one lot into two lots, 80 Ethan Allen Drive: Mr. Loyer showed the boundary they are trying to create. The fuel tank and dumpster will be fenced, and outside storage will be shown on the plan. Mr. Belair noted the lots will not meet the minimum lot size. The applicant will file a note of condition that for planning purposes, this will still be considered one lot. Mr. Belair added that all the buildings on the plan currently exist. The applicant will make site improvements and address lighting and screening. No issues were raised. (I. `'Sketch Plan Application #SD-07-66 of Pizzagalli Properties, LLC., for a 'Jplanned unit development to construct a 30,000 sq. ft. general office building, 193 Tilley Drive: -3- DEVELOMENT REVIEW BOARL 16 OCTOBER 2007 Mr Bouchard said the 2-story building will be virtually identical to the first building. He identified the lot as #3 at the end of the cul de sac on Tilley Drive. Ms. LaRose noted the sketch plan review was required due to a change in zoning following the previous sketch plan review. No issues were raised. 7. Public Hearing: Preliminary Plat Application #SD-07-67 of Pizzagalli Properties, LLC, for a planned unit development to construct a 30,000 sq. ft. general office building, 193 Tilley Drive: Mr. Behr noted a 50-foot setback is now required. The applicant is asking for a waiver which staff supports. Mr. Bouchard said there is a question of the Fire Chief's request for a hydrant next to the building. He noted there already is a hydrant. They have no problem providing another hydrant, but it will require a cut in the pavement. They will finalize this with the Chief before Final Plat. Mr. Ernshaw felt there should be a traffic study due to the dangerous turn on Old Farm Road. Mr. Ernshaw also congratulated the application for the LEAD certified building. Mr. Bouchard said the new building will also be LEAD certified. Ms. Quimby moved to approve Preliminary Plat Application #SD-07-67 of Pizzagalli Properties, LLC, subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 8. Public Hearing: Continued Final Plat Application #SD-07-45 of Technology Park Partners for a planned unit development to amend an existing 72,000 sq. ft. general office building. The amendment consists of: 1) installing three utility cabinets in the front yard; 2) adding a nitrogen tank; and 3) miscellaneous site modifications, 55 Community Drive: Ms. Quimby moved to continue Final Plat Application #SD-07-45 until 20 November. Mr. Farley seconded. Motion passed unanimously. 9. Public Hearing: Final Plat Application #SD-07-65 of Technology Park Partners to subdivide 177.2 acres into 15 lots ranging in size from 3.98 acres to 29.44 acres, Community Drive: Ms. Quimby moved to continue Final Plat Application #SD-07-65 until 6 November 2007. Mr. Farley seconded. Motion passed unanimously. 10. Sketch Plan Application #SD-07-68 of Chittenden Corp., to amend a previously approved planned unit development consisting of 677,739 sq. ft. -4- N City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 November 9, 2007 Bob Bouchard Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Re: Minutes — 193 Tilley Drive Dear Mr. Bouchard: For your records, enclosed is a copy of the approved October 16, 2007 Development Review Board meeting minutes. If you have any questions, feel free to contact me. Sincerely, Betsy cDonough Planning & Zoning Assistant Encl. (802)846-4106 — phone (802)846-4106 — fax planning @sburl.com CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 October 11, 2007 Bob Bouchard Pizzagaili Properties, LLC 50 Joy Drive South Burlington, VT 05403 Re: Sketch Plan Application #SD-07-66 193 Tilley Drive Dear Mr. Bouchard: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, October 16, 2007 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, Betsy Donough Planning & Zoning Assistant Encl. �ucupUi f�'lQ CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: OC&x /�t�f NAME MAILING ADDRESS PROJECT OF INTEREST I #10wa� h '10 W401s10w IDS .sv 1 �' ww" ti9- "dtlw , th, Os+q S ^0 ec.d PA a 4ry 0'"7`Y r- c VT- 0� 4 1t-a At c�kc�� U^ zl GD'arz�L'l ��C C) NVer- W A c (&- pr- CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE. NAME p o tt & 1 S'7qA-no A- �� /7-- , A uc.2 L(eu�e. L(, ,u A-V� ZV� �� Xvl MAILING ADDRESS (0 D E/Z & I C7 2C,& so" , Sol �r- L� et,c3 �t � y N • �J � ;.� t � I 5-4) -1mt,,S nQ �5 �Vx Al S � PROJECT OF INTEREST �9Lc E� /<t. On, of 1, ,( Al CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: A-� L\. V\ NAME MAILING ADDRESS 16 B Co'S? ` n -0c, PROJECT OF INTEREST C,ioe-r ll CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 October 17, 2007 Janis Dickey 80 Old Farm Road South Burlington, VT 05403 Re: Preliminary Plat Application #SD-07-67 193 Tilley Drive Dear Ms. Dickey: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, *--�* PDY�V\-- Betsy McDonough Planning & Zoning Assistant CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONIT 05403 (802) 846-4106 FAX (802) 846-4101 October 17, 2007 Brian Armstrong 50 Old Farm Road South Burlington, VT 05403 Re: Preliminary Plat Application #SD-07-67 193 Tilley Drive Dear Mr. Armstrong: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, Betsy McDonough Planning & Zoning Assistant CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 October 17, 2007 Lou Bresee 21 Cranwell Avenue South Burlington, VT 05403 Re: Preliminary Plat Application #SD-07-67 193 Tilley Drive Dear Lou: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, Betsy McDonough Planning & Zoning Assistant CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 October 17, 2007 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Re: Preliminary Plat Application #SD-07-67 Dear Mr. Bouchard: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on October 16, 2007 (effective 10/16/07). Please note the conditions including that you must submit for final plat within 12 months. If you have any questions, please contact me Sincerely, e� Q&Q* Betsy McDonough Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7007 0220 0001 5883 9778 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 MEMORANDUM TO: South Burlington Development Review Board FROM: Cathyann LaRose, Associate Planne Ct RE: Agenda #6, Sketch Plan Application #SD-07-66 DATE: October 12, 2007 Sketch plan application #SD-07-66 of Pizzagalli Properties, LLC for a planned unit development to construct a 30,000 sq. ft. general office building, 193 Tilley Drive. The proposal was reviewed at the sketch plan level in 2005. However, that review has since lapsed and therefore must be reviewed again. The applicant has submitted plans for both the sketch and preliminary applications. Staff recommends that the Board proceed to the more detailed plans and staff report pertaining to Agenda item # 7, Preliminary Plat Application #SD-07-67. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: October 9, 2007 \drb\sub\pizzagalli\prelim_lot3.doc Application received: September 24, 2007 PIZZAGALLI — MOUNTAIN VIEW LOT 3- 193 TILLEY DRIVE PRELIMINARY PLAT #SD-07-67 Agenda # 7 Meeting Date: October 16, 2007 Owner/Applicant Pizzagalli Properties, LLC 50 Joy Drive S. Burlington, VT 05403 Engineer Donald Hamlin Consulting Engineers, Inc. 136 Pearl Street Essex Junction, VT Location Map r/1 t COPS Property Information Tax Parcel 0860-00750 7.86 acres Mixed Industrial and Commercial Zoning District Industrial & Open Space Zoning District Flood Plain Overlay District Airport Approach Cone CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\prelim lot3 doc Pizzagalli Properties, LLC, hereafter referred to as the applicant, is requesting preliminary plat approval for a planned unit development to construct a 30,000 sq. ft. general office building, 193 Tilley Drive. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on September 24, 2007 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements 10 Zoning District Re uired F Pro -posed �l Min. Lot Size 40,000 SF 7.86 acres Max. Buildin Covera e 30 % 4.3% Max. Overall Covera e 50% 15.1 4 Min. Front Setback 50 ft. 30 ft. �l Min. Side Setback 35 ft. >300 ft. Min. Rear Setback 50 ft. Approx 180 ft. zoning compliance Waiver required The front setback for the subject property shall be measured from the planned city road to the south of the lot. The subject property was reviewed as a sketch plan/site plan discussion in 2005. At that time, the property was zoned as Mixed Industrial/Commercial which included a 30 foot front yard setback. The Board was comfortable with the location of the building at that time which respected the 30 feet, and the application proceeded with further engineering of the site. The property has somewhat recently been rezoned to Industrial/Open Space which requires a 50 foot front yard setback. Given the history of the site, the degree of engineering which has been completed, the character and placement of the existing buildings in the development, and the substantial width of the future road right of way (80 feet), staff fully supports a front yard setback waiver. 1. The Board grants a twenty (20) foot front yard setback waiver. At this time, it appears that the proposed building is within the floodplain overlay. The applicant should delineate this boundary in accordance with the US Federal Emergency Management Agency (FEMA) flood insurance rate maps (firms). The location of this building in relation to the floodplain overlay is an extremely significant issue. If the building is indeed within this overlay, then all standards of Section 10.01 of the SBLDR shall be in effect. The applicant has stated that they are seeking a Letter of Map Ammendment (LOMA) to dispute the property's location within the Flood Plain. Staff acknowledges that the FEMA FIRM maps are significantly outdated CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\prelim lot3 doc and often in error. It is highly probable that the applicant will receive the LOMA. 2. The site plan shall be revised to show the flood plain overlay in accordance with the US Federal Emergency Management Agency (FEMA) flood insurance rate maps (firms). If the building is within the overlay, it shall be subject to all standards of Section 10.01 of the SBLDR or the applicant shall submit a LOMA which indicates that the proposed building is not within the flood plain. PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the Land Development Regulations the Development Review Board shall consider the following in its review of subdivision and Planned Unit Development (PUD) applications: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project in conformance with applicable State and City requirements, as evidenced by a City water allocation, City wastewater allocation, and/or Vermont Water and Wastewater Permit from the Department of Environmental Conservation. Pursuant to Section 15.13(B)(1), municipal water service must be extended to serve the proposed development. Prior to final plat approval, the applicant must obtain final water allocation approval from the South Burlington Water Department. The South Burlington Water Department is currently reviewing the plans and shall provide comments prior to final plat approval. 3. The South Burlington Water Department shall review the plans and provide comments prior to final plat approval. If necessary, the plans shall be revised accordingly. 4. The applicant shall obtain final wastewater allocation approval from the Director of Planning and Zoning, Juli Beth Hinds, prior to issuance of a zoning permit. Sufficient grading and erosion controls will be utilized during construction and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. In making this finding, the DRB may rely on evidence that the project will be covered under the General Permit for Construction issued by the Vermont Department of Environmental Conservation. The applicant has submitted an erosion control plan. Staff's previous concerns regarding erosion control measures proposed for the adjacent property have been addressed. The erosion control plan is acceptable as prepared and shall remain in effect through construction. 5. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. In making this finding the DRB may rely on the findings of a traffic study submitted by the applicant, and the findings of any technical review by City staff or consultants. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\prelim lot3 doc Access to the property is proposed via a curb cut from Tilley Drive. Access and circulation are appropriate. Condition #12 of the five (5) lot subdivision, of which this is lot #3, requires a trip generation and traffic analysis including turning movement analysis to be constructed as part of the review of the fourth building. This proposal is for the third building. The 30,000 SF of office space is estimated to generate 44.7 vehicle trip ends. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There are Class II and Class III wetlands on site. The proposed project fully respects the Class II wetlands and the associated 50 foot buffer. There are proposed impacts to the Class II wetland and buffer, particularly within the eastern parking lot. The overall subdivision for which this lot is part of was reviewed by the Natural Resources Committee at the time of subdivision. At that time, the Natural Resource Committee recommendation was that the Class II wetlands be respected. This has been accomplished. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The proposed general office use is a compatible with the existing and the planned use of the area. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. There is a substantial amount of open space which remains on the property as the building and related impervious surfaces are concentrated to one corner of the lot. Over 80% of the lot remains uncovered. The layout of a subdivision or PUD has been reviewed by the Fire Chief or his designee to insure that adequate fire protection can be provided. The South Burlington Fire Chief has reviewed the plans and stated that the site layout is acceptable. He will review the plans prior to final approval to issue comments regarding fire protection measures within the building. 6. The South Burlington Fire Chief shall review the plans and issue comments prior to final plat approval. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent properties. Staff feels this criterion is met through the proposed project. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\prelim lot3 doc consistent with City utility and roadway plans and maintenance standards. The City Engineer is currently reviewing the plans and should have comments prior to the final plat hearing. 7. The City Engineer shall review the plans and provide comments prior to final plat approval. If necessary, the plans shall be revised. 8. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. The applicant has submitted a lighting point by point plan and lighting cut -sheets which are adequate and meet the standards outlined above. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff finds that the proposed project is consistent with the goals and objectives of the Comprehensive Plan for the 10 Zoning District. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The plans depict adequate consideration for pedestrian movement, including a bicycle path which extends to the end of the cul-de-sac, and paved walkways from parking areas to the proposed building. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is shown on the plans. The building is currently proposed for general office use, requiring 3.5 parking spaces per 1,000 SF GFA, pursuant to Section 13.01(B) of the Land Development Regulations. At a proposed 30,000 SF, the building will require 105 parking spaces, including 5 handicapped -accessible parking spaces. The number of spaces required is entirely dependent on the use of the property as general office. Other uses may require a change in the number of spaces required. The plans depict 150 CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING - \drb\sub\pizzagallilprelim lot3 doc parking spaces, more than adequate for general office use. Six handicapped -accessible parking spaces are shown. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The proposed parking areas are located to the front and side of the entrance to the proposed building; however as the front yard is to be established by the future road, the parking is located entirely to the side and rear and is thus in conformance with this standard. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The scale of the proposed buildings is compatible with the site and existing buildings in the area. The height of the proposed building is 27 feet, which is under the 35 foot height maximum for the City. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has stated that the proposed building will closely resemble the existing buildings in the development. Staff and the Board have been very pleased with the architectural details of the existing buildings. As such, and as the applicant is not requesting a height waiver, staff does not find it necessary that the applicant submit further details. Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Again, the applicant has stated that the proposed building will closely resemble, in style and materials, the existing buildings in the development. In addition to the above general review standards site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The site plan already considers the proposed public roadway. Staff does not feel that any other reservation of land is necessary at this time. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sublpizzagalli\prelim lot3 doc Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans reflect a screened and fenced dumpster enclosure. Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the SBLDR. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. Based on building costs of $2,500,000, the minimum landscaping budget shall be $32,500. The applicant has submitted a proposed landscaping budget of $32,500. The City Arborist is reviewing the plans but may not have comments before the hearing. He shall provide comments prior to final plat review. 9. The City Arborist shall review the plans and provide comments prior to final plat approval. If necessary, the plans shall be revised accordingly. Pursuant to Section 13.06(B)(4) of the Land Development Regulations, snow storage areas must be shown on the plans. The plans include adequate snow storage areas for the subject property. Section 13.06(B) of the SBLDR require that in all areas containing twenty-eight or more contiguous parking spaces or in parking lots with more than a single circulation lane, at least ten percent of the interior of the parking lot shall be landscaped islands plated with trees, shrubs and other plants. The interior planted islands shall have a minimum dimension of six feet on any side and shall have a minimum square footage of sixty square feet. Large islands are encouraged. It is not clear from the plans whether the islands shown conform to the standards above. The applicant should address this criterion. 10. The site plan shall reflect that the islands shown conform to the standards of section 13.06(B) as part of the preliminary plat plan application. Other CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\prelim lot3 doc 11. The plan shall show the 100-foot buffer from the Potash Brook. 12. The subject property is located within the Airport Approach Cone and shall be subject to the standards set forth in Section 13.03 of the SBLDR. Staff recommends that Development Review Board approve Preliminary Plat Application #SD-07- 67 subject to the conditional items included above. Respectfully submitted, Cathyon LaRose, Associate Planner Copy to: Robert Bouchard, Pizzagalli Properties, applicant PIZZAGALLI PROPERTIES, LLC MOUNTAIN VIEW OFFICE PARK LOT 3 SITE DEVELOPMENT DONALD L. HAMLIN CONSULTING ENGINE.E, RS, INC. 136 Pearl Street, Essex Junction Vermont 05452 LEGEND � CQ•INATKN PLIE ® UTCu BASIN '{} IIX'E!R POLE n HYDRANT O TfLfpE1N! POI.f ea GATE VALVE — LICIT MONItORING WELL O SUPPVRT P011 X� S[H0t CLEANOUt [Ndl O� NATURAL WS VALVE {Af dxEw e� NATURAL GAS n[TOt "V CONIFERCU9 TREE v eKiN pECIDUg19 TREE 0 MAIL B01f M CDGE OF Y100D9 +� FLAG POLE '�— lDGE LI WETLANp3 _ — _ — _ __ _ Cp.fiCUR LINE 0• CONCRETE — PROPERTY LINE MWIMGIT • IRON PIPE PpMD —W— WATER LINE A SURVR STATION —5— SANItARY SEWER LINE ® SEWER MANHOL! —D— STORM SEWER LINf m DRAINAGE MANN0.E —0— NA— 1A5 LINE m TELEF E MANHOLE —T— UNpERGROUND TELEPHONE m ELECTRICAL nANH0.F —E� UNCERGRWN. ELECTR— O LURB STOP —CND UNDERGROUND CABLE iELCVIBN]N REC� EVE SHEET INDEX I OVERALL SITE PLAN SEP 2 SITE PLAN 3 LIGHTING PLAN 4 EROSION PREVENTION 4 SEDE�Tf�QL PLAN 17 5 DETENTION BASIN PLAN 4 DETAILS U�� 6 SITE 4 EROSION CONTROL DETAILS n9tQ 7 WATER, SEWER, 4 DRAINAGE DETAILS 8 TECHNICAL SPECIFICATIONS 9 TECHNICAL SPECIFICATIONS 10 TECHNICAL SPECIFICATIONS SEPTEMBER 2007 PITZAGALLI vROPERTlC3, u . a . . ,. ISTl1. VIW OFFN:E vARF C - - „ LOT S, SI.T4 K. . OR ~ oPP $. oPP ' �N .. _ \-. - r' 77 .. . ,' , ... ... ..Nw sTaE•«ArjR RErwrnN ,-._-vIE'rLANos �-ice PROPOSED / .r✓ ..' , � . \ -EI �_ SNaI+ STORAGE �JS —�._' ' \ 1 nfE I PROPertvTlo. - -_ ////%%//�///✓%///r%�/%//%/% • -` _ — `'1 a i - I : /'may -y„-.- ._�._ -. J � �.�. ., •, ( \` / �' SMON STORAGE � •<i /, 4 ..... —S_ 10►EIELAM I— I iV I e'• . ARCNA(D1AGX:ALLY 'JENSITIVE AREA -ERf. V-C - - - I To `\ AS OVIIR . fANSMICOTCN F \ . » AND ]Y ItlT 3 _ ' /III— PROVERrIEl, LLC I 1'fTN NW MINE. PARK im 4 (STREET Sm), M 43 AdICi \ f \ �.` —' -- — MST��L N mite \, , THE CONTRACTOR 5— NOTIFY'DIGSAFE' AT WARNING 1-000-344-T233 PRIOR TO ANY EXCAVATION FATALLY TOXIC GA55E5 M BE _+ AT LOCATION$ -CH MAY OE IN THE IWMAT[ IN UNDERGROUND PIPING 5Y5 VICINITY OF UNDERGROUND UTI1ITIE5. AND WA51E 5Y TEM 5TRUCTU _5 a — SIZE 1. RDA bALpNG COVERAGE 0.31 4v� PARKING I OIINf COVERAGE M q.l 4OWAlR CO•TRAGE OAS 0.1 IOTK COVERKf 1.6c AA TOA EQIWG p3iRKT. X) - RlpISTRNL I OPEN SPKE RECEIVED SEP 2 4 2007 City of So. 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BOX 2009 SOUTH BURLINGTON, VERMONT 05403 MINIMUM - 0,16 fc AVERAGE _ 1.41 fc UNIFORMITT RATIO - 6.61:1 PROJECT THE MOUNTAIN VIEW OFFICE PARK MACH NEW POLE MOUNTED LIGHT - RUUD MAC2417-M LOT 3 SITE DEVELOPMENT 175 W, METAL HALIDE, 20' MOUNTING HEIGHT ORA" mU MPR.-+NEW POLE MOUNTED LIGHT - RUUD MPR2417-M 175 W, METAL HALIDE, 20' MOUNTING HEIGHT )�C NEW BUILDING MOUNTED LIGHT - RUUD EC407-D 70 W, METAL HALIDE, IVMOUNTING HEIGHT7201 4 691F44 F F . Nf��Y,NRaie7-o •t 1Y� LIGHTING PLAN Qi7LQi[l �.. /f6mlZn 1 a°` .a NEW BOLLARD LIGHT - RUUD NC405-D-' 20 0 20 40 60 THE CONTRACTOR 5t1AU. NOTIFY VIGSAFE• AT WARNING: 50 W, METAL HALIDE I-DBS-34a-7233 PRIOR TO ANY EXCAVATION ATALLr TOXIC GA55E5 M.Ar M PRESENT AT -TION5 -11- MAY SE IN 1— -1. AT N UNDERGROUND PIPING 5Y51EM5 SAND 6 - � 2� '; D75 -� ",SfOMAL E AAA 01113644,4A Consulting Lcngineers; Inc. f'% A-d palm SOL UPK 3 Oa1141D7 VICINITY OF UNDERGROUND UTIUTIE5. WASTE 5YSTEv. STRUCTURES. 1w Y-' L Sez lumcflun, Yermonl TNC CONTRACTOR SMALL NOTII'Y'DIG5Aa'ON WARNING: I -Opp 344r233 -OR TO ANY LYCA FATALLY i . GASSES MAY M [RESENT AT LOCATIONS WMIGM MAY 6[ IN TM[ ITteIN D A5TE 5,5TI%G SYSTEMS VICINITY OF UND[RGROUNOUTILITIEAND WASTE —IN STRUCTURES. EROSION CONTROL NOTES: + _ + PP + + _ _ + THE ED AN A T THE 'YE.. R,RLD tNT RDSIGN L ES IN ALL + » „. ,.. + ., » . ,_ ... + .+ -� >. ^ ^ ^ •' TU13 PLAN Id ! ERfgNT IIANOROOK FOR 3pl D SEDIMENT CONTR0.1 On AND USE POND AS TEMPORARY CONSTRVCT SEpnfNTATRRI GA31 -a p P _ WRING CON•TRUCTION „ TIE CONTRACTOR I L nZIn E THE ITS EAND D TIOu I STIVRISED AREAS. c v.. r .. n . r + O ,.- plTUROED ARlA! SMALL OE PROT!<T[D AND PRPTPTLi STAduilD b •. .. POSSI[ILE. GOKRALLY NITNRI a NOVRS. SE TRICKED NrtN COnSTR.UCT EOUIPnEHT SNEN TNAT THE TRADES CREATE GROOVE! tNpNUR r R[CTKN. TOTOwARY fTAOILIrATKn nEA31AEES, 9UDEI �A OR MTTITI IE I,IERE AREA .11 GRA NAK NOT TMDTHE IITIIN DAYS. DAYSF T4 S. pRSEDAREbALLSE OLED, SEE D OF nuLEMED AS <v a w + a a w .. a+ n � r ".'< ♦♦ v APPROPRIATE. - R1lTM.L TlMPORARY •, .. .... "SEEpnG .... ..... LROOILM COIRROI P • , A AnD pTATT GC VERATR)n3 SU-- Ea. ^11D OILLx «TMttNeNw � �E VE4ETATIVt (OIER OETDSER R ANT 901E pNTURNnCf K R O a .. + — — — — — — + • Y i _ fONIERY ANDKPERFOItl'I[D INOT�N[E NITN THE APPROI1ER [IeOIION OR AITIORIlEDREPRL9CNTAT! OR-N NniAT1WCR4lIQI TnNneDL DtVKLs AT <' CONSTRUCTION PENCE CALENDARIR 1 I . OR APPROVED EQUAL ♦+ wWf Kert ON LEAST dK EVENT !EVEN =L SE / AT LIMITS Or DISTURt1INCE ALL ♦` REMIR OI [ CASUR-ITI AT ES sNALL K ROSIp1 EDNrR0. n (TYPICAL) . �. e. + a KRPORnED NITNRI N NDIRS .. •', .< - _ LLL ETEnP — GN CWTROI O!V ALL RfnAIN IN RK! UNTL VWITATIK I! INS SE- AS I ESTAOUSNf: ON THE SITE AS I-1 ♦` ! GREET !I� E — ALL AR SE pSTVROED. / !LOPE lTUI�iZ.♦TIONEOLANKET. 1 \ — TTRUC�S r D 9AMlli[D CON9IRVCTION [NTRAICE NDICATED ERICAN GREEN %190 a - . \ 9 'rRUET AND I'I0I R l.ON9S A TpN STAG SEAT T EASN Y NFL TN POR UX AS TfIYORAIEY Or RAlIN plRl \ APPROVED EWAI E—� A '� < (/ \ w " " PINE! aR uATOALE9 ARONND TOP9pL STOOCN AND SEED AND \� CNEGc DAM « r + + - / I ` LEE EA! TO K SEtDED AS SOON AS EDNTRUCTKN a I EENSTRUC _ TLNlT % OCKPIL NG G REGIN S AND OF i « + RESEED ALL SEEDED ARE,! I.IKM MAK NDT «RI«NArED .NT.«« T..ID NEEK3 MISTALL TSIIOIL, KED. lTAOIIIZATION OLAEKlT, / ! NORTH AMCRICAN GRlCN lGI90 \ \♦ / .., pE APPROVED [DUAL MTN �fTON! Now �" .. _, ,.. .._ _ I \ ♦ �:a DEWATERINC- NOTES: / % // / 1, I I I..: ::I, t,: \ \ \♦� r LLEww K TAISEEINJUI! TO PVOLK ANEAL NOR RFn uyC OR PpRIVATEPROP(ERTY, NOR ` \ 1 To iNSTALL ANY '. ROSON TCONTR0.� E"NCE INTLRFER . wTN TNIE VSEPP RWIE%. ST HG T. E NV+RMTS. NPE _ S SEE DETAIL - a a Tr, ORAEKIIN. OR TUROID rU, ; ' O E> RAVATON9�9MNAL RT xD EAD`- rsD.ARGE —. -ER SMALL SERE M Diet � INTO DOT�TNER A — « A "' ... '_ .../1. •'..• _ .. ._ ltDInDITATION OASIN OR MTO A pEMAT WNG DISOIAIGE AREA 9NEI.w ON TUE ILANs / ♦. �' + I ! `«ERE r NE DtwwrEluNG EPERAT_ RR r o sNRELY / \♦ I ROIDD I— EON T T E ES OR IS CREATE T +D RT TKNl, Tu CONTRATOR +N EOUIRED T mEER. —AM THE TR A NTI NATER IN T[TStlRARi xpnENTATaN pA4 EIMROY �/ rM[ USE CP AN ALTERNA ! nET+1O0 K<Ert.AOLf TO THE / \ A, _TERING AREAS SHALL SE RESTORED TO I——- AT OASINS AND AAPPROVED DIlTUROANCE IIPLF TPTPIETIOrI OF CONSTRUETION, ALL TETIPOIEARi SEpnENTATKN \ C TrNGAL ) MlTALL 1TAMlRCD ,. I v Eaisr[ucriO Lee DeTAw -' '.�.�_ _..' , . �•♦ 12" TYPE I STONE FILL , - - - - - - - - - - - - - - 25 325 32 32 / 330 30 ` -----------------------331--------^----------------------- / / \ 2'I TYPE I STONE FILL 12" INV.-332. 6" INV.=329. % / --- — 33-----------------�/ / - 333 I WARNING- L FATALLY TO%IC GASSES MAY Bf PRESENT IN UN-54 5LMO PIPING SYSTEMS ,µ ANp WASiC SYST[M 5TRUCTUR[5. THE CONTRACTOR 51ALL NOTI1'DIG5AEE' AT 1-BBB-344-7233 PRIOR TO ANY EXCAVATION AT LOCATION5 WHICH MAY BC IN THE IMMEDIATE VICINITY Of UNOCRGROLINO UTILITIES. INV. 329.75 0 '�\�EW 12" x 20' HDPE• ITH %END 5ECTION 5=0.0050 FT./FT. NEW STMH#2 NEW 12" x 10' +44PE 5=0.0100 FT./FT.'- NEW 5Tf IH#3 EN 6" X 26' SDR 35 PVC 33 - 334.12 35 335.2 RCS •,--:_:_.. _- _.....--�� \ RFTFNTION POND PLAN VIEW I' . w 4• TD► , - IM—CE, ,. � LEIC, ICED. E RlllM 4I (INV) AGWTK DOCK MM. VAERC! OVERFIOw IEGN FNTfR afv.'m.w ItlRMAL —Tm CLN.•DS - ELEV.•SSS.T+ ADOATIC DTN VAPoES PEN .1 (N•V) !4 [INV MM MDE . [N.v . cwv«EL PRDTEETIw DLN4CET� • •• • ., -'cNAr«EE nmrEcrloN eLA.<fT, ----!'tlRTN AHERKAN GRCEx AOJ —TN AMERKJN GREEN P!W OR APPRDJfD EQIAL ELEV.-SNr M OR APPROYED LLTIAL • �� 11' (HRNfVt) LLAY MATERIAL, —ACTE0 IN i' 1— \\�-- O A DENSITY Q 45T OF HA%RIV1 DRY DENSITY, YSING TNf STANDARD naocTOR TESTS P[R A•vTl'I D-E'M. (.14lNEL PROTECTION BLANKET, K/uI GREEN PSW wPP'ED Y MATERIAL MAY DE OMITTED IP O01fTRALTOR PILDVIDE3 APPROPRN\1. SOIL TESTS OE",-TWG TNAT —T— AS POND DASE, AS OR EQUAL ShcS ARE SwTADLE IOR NSE CONFIRMED DT THE DESKN ENGMCER IN NRITING. TYPICAL POND CRO55 SECTION NTS POND OVERFLOW DETAIL (STP'IHtt2 ) SECTION B-B NTS LL �AHETER N0.E N' PVC ED INEND CAP MOND ourLEr r nPE mvERr POND ttl ORIFICE DETAIL POND OUTLET DETAIL (�5TMH#3 ) SECTION A -A 11TS RECEIVED SEP 2 4 2007 City of So. Burlington CLm PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VERMONT 05403 Ta CT flu MOUNTAIN VIEW OFFICE PARK LOT 3 SITE DEVELOPMENT "AMK WILE RETENTION POND PLAN AND DETAILS LMLI,BED Lonald L Hamlin W. "ISM Consulting oT-�zs sa Engineers, 1 AES. EE R.N - r n.E . w1WEHous cDHcicrt eAE HxIME IMNL aF11a AarALr TA« cDAr • M1PE R BNAwNDS cONaErt BASE caME (VAOT SPEC FIOA.DS G-) 1r BEnE OMBED aaTSEo 510E MAMA "AD, — n«...) OLAFME— —I- TEAST.EALCPIDAIAGC i0Ei3TW D6WT1E AA —MY ENWTY UWNG THE --RRIALE rUI,E. EEO. l MA« — Sr Mw. I M'D ,o .y> M O1E%TINE rAaRa W aaED — EO MIN. H' HMRw TYPICAL PARKING CROSS SECTION 1/4- RADIUS /2" RADIUS - •'-r EXIST N EASING 1/2' RAMS FINISH GRADE REVEAL �3,•SOO PSI CLASS B CON(AEIE CletB 1. QIRBING SHALL BE GONSTRUcIto IN 10' SECTONS RIM 1/e" .aINTS BETWEEN YCiN)N5. 2. EXPANSION JDNTS SHALL E CONSTRUCTED EVERY 20' WIN 1/4• THICK PREFORMED EWANSW "I FILLER MIA AL CONFORMING TO MSHIO [RESIGNATION M-15]]. ]. CURB REVEAL AT DRIVEWAYS SHALL E 1-1/2" MAX. ay a. CURB REVEAL AT ALL NAND— ACQSSES SNAL E A MAXIMUM a 1/\ \CONGEIE CURB. 1 ALL RADII LESS MAN 2OD SHALL E FORMED USING FLEXIBLE FORMS SEE DETAIL TYPICAL CONCRETE CURB Sn TYPICAL CONCRETE CURB TAPERDETAIL R R LX rIMaN W s caNKAFIE WAN SKITN M 0.ANS W Au WAwS IRE aAwALwc s - v FER Fo6r Y0. 1 HIED GRAVEL (I arsc ,-W mas 1sw] Ts�AGi E RBI r3O T MMMasraAWA1M�1 an�t.On.Ew rtHAsE NALL REG� AN TCOPAaO5LWArt�r. FAIL. EVERY EFEET, Ac— To TT Ain' Da.l M TYPICAL CONCRETE SIDEWALK «rs ENsnkc w1AAWHws —`E WA—) ApHALY NO2 S<µOAgO FWOCroHw rtST1H«d»EY NMPKrt0 w a' uTsTO \RM41A xA OLfRI.M A.'f. MGGWTo G.AsiAaiY�Po M TYPICAL PAVEMENT MATCHING DETAIL SECTOR B-B BODIES, n i /r TD r1 oi« oaArtHHS1Oawln WE WL>aEc1EP ASTER E.« TGAES naaRE R E GE T DAW WAwrAw A- . ,rElEll E6TOF E.Ok�l9 FISTMHG« BEHM MCEOAN0.AS EEOED TAD G TYPICAL STONE CHECK DAM W1SST-11 ENIRAE.E O WEW —Tctm OC AT LAIIRS atD1W a 0.AN5 ONDSED sTOE aE TD E r. M� OIN.WCE NVS, E NNn1MHEp w A OMBI. —1-1 Y—AW MVENH �E«WIw¢OR GW — ALL 111"TT1fuID. PIVR0. M M91Er D DNW IUaUC AoWIN WSY E EW>b AEpA1ElY. Au WE S, .1 >HAUL E IWEELVENND rR— ENTTERNGIG .1 a5rz I�DIIAw ONG�M1ERm REEVPK EPKni TqN 10 EnINwKE ONIP A FUwlt RP.U)aNY. TYPICAL STABILIZED CONSTRUCTION ENTRANCE FE-EAWEED 01.E OR I. FFFIR IDtt zcuwL Y ECE« •A• TOP NEW OF JOINING FENCE SECTIONS A. FE-EAINLEG mom; A SEE NP WE.rOl 1ED —r TV, Tr cllons a FENQ �F2E��'A�CT_ f0ll ZC'lION 'A' 1RG11DN Y _ eASW1 9QE NEW «rs WRA1 «HAD OR I'PPRpAD [.DlAL FEN¢ SHALL BE wa EcrtD AT LEAST Ana EERY BEE1H cNEHRAR DAK a W nHIN x. HaIHRs ATE« ANY Awn BE 1-1 M.« RESULTS A PSOHARE FROHH M Srt. 1 rc BLADES A — OFC ONCWATEX. L AM OwAGN PPOPIv¢ DF FOAGIiNG«GANEEDED. TYPICAL TEMPORARY EROSION CONTROL FENCE «rs SLOPE TRACKING DETAIL rOPSDL-fERnuzE _ I.E. SEED. ! AAXEN 2• TYPE R BITUMINOUS CONENEIE D:1 (H: V) 11 (MIX MIN. MIRTH 500X F XOTE XTILE FABRIC) MINMUN 2� OVEBLAP 12' PLANT MIXED GRAVEL (VAOI SPEC FZ04GI FINE) TYPICAL BIKE PATH DETAIL ITS SLOPE INSTALLATION •x'-r (SNm-4. a:t ® x -a' (soN-1x.aem) r (aSN) s..m sLacn.. a• D. LY (O.aN) a.a' f1.aN) 1.15 STAPLES PER So To iw Mmt.l0.S.NnP1,. HML'rond MNwin Am a.m DoT s omm a<v.. ../tt— Pn au6n I the REO I, —.I. •z•-s• (SHm-1z.xHry1I— zt ®xs Swm SIR I PREPARE SOIL BEFORE INSTALLING BLINKER INCLUDING ANY NECESSARY APPLICATION OF LINE FERTILIZER AND SEED. 0.Y (t.0.n) Fd b-1— NU, m. XIL-d NOYtk AmM lnrwgn OacSil oiU a PGREEFi Ic�alwe.H.�oi1 NoRTH � AMERICANS GREEN RECEIVED SEP 2 4 2007 City of So. Burlington VOTE: WEN USHO CELL-O-SEEO M NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED 'WITH PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF ME SLOPE SY ANCHOYNNG THE BLANKET N A 6' (1—) DEEP % 6' (15cm) 'MAP TRENCH PRO%NMTELY 12" (50cm) GF BLANKET EXTFN0E0 ETONO THE UP-EOPE PORTION OF ME TRENCH. ANCHOR THE eHAMKEI WITH A ROW OF STAPlES/SfANES APPROXIMATELY IY (aDaml APART IN THE BOTTOM E TE TRNNCn. BKKfILL AND COMPACT AXE TENCH AFTER SIMUNG. APPLY SEED TO COWACTED SOIL AND FOLD REMAINING tZ' (SOcm) PORTION OF BLANKET BACK OVER SEED ANO COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A RAW STARES/SAES SPACED APPIIOXNMrtLY 12' (10—) APART ACROSS THE WIDTH OF ME BIANDEI. O. ROLL THE &INKETS ((AA) DOWN OR (B.) XgNZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPRDPRXAX SIX AGAINST NST THE SOIL U111Z. ALL BLA) ETS MUST E SECURELY FASTENED TO SUIL Su— BY PLACING STAPLES/STANES —RAKE U-1— AS SHOWN IN THE STAPLE PATTERN WIX WHEN USING OPTIONAL D01 SYSTEMS STAPLES/SYANES SHOULD BE PLACED THROUGH EACH OF TIE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. A. THE EDGES OF PARALLEL SAHIBS MUST E STAPLED WITH APPROXIMATELY 2"-5" EScm 33cm) OVERLAP DEPENDING NiiALLE EO TYPE. TO TOP) MN WITH THE SEA SFMI SE1VT PLAX THE E PREVIOUSLY Of INMSETK�O�NG BLANKET (BtAWUcT K- 5. CONSECUTNE BLANKETS SKIED DOWN THE SLOPE MIST E PLACED ENO OVER ENO (SHINGLE SAE) WHH AN APPPDXWMTE ]' (I.Scm) ONE LAP. STAPLE THROUGHOVERLAPPED NEFA, APPRO%IMATELT 12" (JOcm) APMN KIIOSS CNRRC 6LANKET WIDTH. NOTE: LEASE SAL GONDITpNS ME LSE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (I—) MAY E ECESSMY TO PROPERLY SEGUE ME BLANKETS. SLOPE STABILIZATION BLANKET DETAIL CHANNEL INSTALLATION ® 1 PREPARE SDL BEFORE INSTALLING BLANKETS. IKLUDNG ANY NECESSARY APPLIGMIN OFLME. FERTIIZER, AND SEED. NOTE: EN USING CELL-O-SEED OU NOT SEED PREPARED MCA CFLL-O-SEED MUST BE INS ALLED WITH PAPER SIDE DOWN. x'-S' (Smn-tt. •Y-S' (Svn-Ix.Sc� BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BANKET IN A 6' (1—) DEEP % 6' (1 Scm) WIDE TRENCH n APPROXIMATELY 12' (]Ocm) Or BLANKET E%rEN0F0 BEYOND THE W-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WTM A ROW OF SIARCS/STAKES APPROX—LY 12' (0Rm) MINT M THE BOTTOM X THE TENCH. BKNFAI tr (o—) O COMPACT THE TENCH AFTER STAPLING. APPLY SEED TO COMPACTED SDL AND FOLD REMNNINC 12• (DOam) PORTION Swm SHnm- Of BLANKET BACX OVER SEED AND COMPK'TEO SOIL SECURE GLA NET OVER IoDN 2O SOIL WITH A IOW Oi STAPLES/STANES SPIED APPROXIMATELY 12' (wam) APNW ACILOSS THE WIDTH OF THE BLANKET. r 1r (O.2an) S. ROLL CENTER BLANKET IN DIREGTIOR OF WATER ROW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE • . AGNNST THE SIX L SURFACE. ALL BLANKETS MUST E SECURELY FASTENED TO SOILSUR L FACE BY PV{ING SAPLES STARES AS SOWN M THE STARE PATTERN cum. WHEN USING OPTgNLL DDT SYSTEM ST ES/STAKES Zq (0.9 M APPROPR ATE LOCATIONS SHOULD E LACED THROUGH EACH Of THE COLORED DOTS CORRESPONDING TD THE APPROPRMTE STAPLE PATTERN. ! ! A. PRICE CMECu1NE BLANals END OVER END (SHINGLE STTLE) WITH A A'-G' (1Ocm-1Xm) OVERLAP. USE A DOUBLE ROW OF lY (l.anl STAPLES STAGGERED A' (1—) APART AND A' `Ocm) ON XMER 10 SECURE BLANKOS. ! S. f2• Of65 SLOPES MuST OF —ED WITHACOMPACr orAPART ! • (IJEAGTNtcm)HEDGE HE 1RENNEH AFTER 51MLMG.ELr IN AB6" (—)r BEEP xTOP (%m) VASE TRENCN. BACKELL AND 6. ADJACENT BLANKETS MUST E OVERLAPPED APPRO%MATELY 3"-5" (5cm-12.Scm) (DEPENDING ON BLANKET HYPE?7 AND STAPLED. Si5 STA0.FS PER SO. N. TO ENSURE PROPER SFAM ALIGN�EM, PACE DE EDGE X TE OVERLAPPING BLANKET (BIMwKET EWa RISTAlEO ON TOP) EVEN WITH THE COLDIHED SEAM srrtgf- oN THE NANKEi KING OVERLAPPED. (.I i 1APLE5 PER S0. M) r NW dm M. aplMntl Narin Nn�ian Z. IN MICA FLOW CHANNEL APPLIGTpNS A STAPLE CHECK SLOT 5 RECOMMENDED AT ]0 TO b FOOT (a«A-12m) INTERVALS. USE n.M DOl SX.1Wnm q tadN/Flake rauS, sac, al YELLOW cdarad .etc A DOUBLE ROW OF STAPLES STAGGERED A" (1Ocm) APART AND A" (10Cm) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL. a. T ENO OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLE /STAKES APPROXIMATELY 12' (. H,) APART ATERYINAL 6' (1Scm) DEEP X 6' (1—) Wm TREWN. RACIAL AND GOMPACI THE TRENCH AFTER STAPLING. rHw \ NH MACH, LVAnaaLE, w«NW H5A NOTE: NORTH "a"'-°°°' - .,.,, - ... tRITKAL P.— HOw2OOAL STAPLE SPKNLG SOIILD BE ALTERED AM GVICAN GRBE EN OVERLAPS AND SEAMS Y NECESSARY TO ALLOW STAPLES TO SECURE THE k'Y B. PROTECTED WATER LINE CTMaAL POI NT$ ALONG THE CHANNEL SURFACE. - C. CANNEL BOTTOM/SSE M LOOSE SOR CONORaRS. RIME USE aTA SPLE GREATER MAN I-cm) GREATER SLOPE VERETCES OR STAKEARY BE NECESSARY TO ANCHOR HE NETS. BETO E CHANNEL PROTECTION BLANKET DETAIL ME��AMIDERD FO�i4. ¢�`N �D OKR Mm wC raISR PINE T at - pMY !' - r ELDw IIIISN P1AE. .. n .. - EIER ExcAwrzp wnrzpAA EIE E s AMVARD YARNµ p, TT 1 1x- aR ro A ' tr � YAEAn qlr Enisn YSYG Y «Pro ARR mEAci « .. r E ME WnYW Rr DEN9r KMtASImIr••EiC M AR�D�N! S`• VS«r M ziAIOAAD MDaIM • - lcsr. A¢wllc ro Arn DEs ! .p ]' . ]I' ExIRuOEo P¢TSTMEE rTM IIE RID IAKA; EAPI 1-I/Y' eAC161LL MDK .—ATDN \ ?C* lII[wEiU [AltEO rq M M 0./Mr ir`LL Au E R.A¢D CMERX]Y IT Awo vIPAAIIPI owAE �nnuc v �Enp IcRroi- AM—mnE w vaE. MEA R DE FIACEYEIT E «nIIATPI � aRo :rare rvc Ire TYPICAL TRENCH DETAIL PVC GRAVITY SEWER Its iER, AEW«a m Ain DIY Y • I EFT= � :TWEE EOM ,bs AATaI. KRa EAO 1_I/Y Tlpt, «M .IEIR S1A4EITT MTALL «RIR•.E* CALLED EPI w M nARs. raR AEA: cAu«a rPI wsunaN. -EVIITI.IE NEE .FODNc ro r MDK OR PIunAM YAWMAL J Ddpn wl�F SEM IOR PM4 ' \ \ (� MDCIPI rzST, ACfdURK. m Ain DIN TYPICAL TRENCH DETAIL. HDPE QR SDR 35 PVCQR 5DR pVC STEM 5E�R5E�R pi. CPK. RAbtnT. ]• YII w.DDtttXw.AO«m_TPI aaW101 a]¢DPArE1 Evi.ow RpPRS S Nl MEET opnA STATO R S NRP IT MY e[RSpIrEI Ew— A ENG. IE HAY n W LLss a DIIR' Q `I,) PIAE wEDES .;:AEI�ID EA�PITJMT. w` TYPICAL TRENCH DETAIL DUCTILE IRON WATERLINE TYPICAL CLEAN OUT DETAIL D1 tAR rpI I' BALL PAIR uK��x Ei NDIL (ODIEE• rRnl cwrto :iN ALL R� 7r �H nYEM = i `pKAnT DR M CPIK<TDrti �Pa`. SA D «n M`�MD•`KD fP1AL IA. vALE - 4PIM<N aNT WE svEK . rouoATx« �DYC wD n onclR � j ETrncAl) wArza Y atwo A cawrzrz - .. nEusT vloE NIy.Io aaao vp D]Fcicrz raDPR: nwuzr Eou —I — tENc E P1PE DKa EER I --. ERM n Ali¢ M EIMA i PSIANE 6 PARA I F III NSTALLATION CROSSINGS WATER - SEWER SEPARATION NOTES MY EITWIIa M IwORDED WWI 'Al M oT A EDE a A I T NPR2PIr_• —1 E DMR PNEIAE oPIPTaxS. IIANTAa Rn MDT IIbb 1. QMAnEI ` R� 41E M MR. — YM E M A EVMAR TCIIPI P1 PI VPIS I EM7 p 9Eif w M PIER AP141 M iEEanc4 E R. M iwA IE«C MI4I E WNi Smn`EicRO RBI —1 RAERRUNE•SiMOMas��ENRSMMITESTED 1D 50 AI rP IS YA«Rs 1woR ro eA<Iv1ul11G"M IEMA¢ alAu E AuoED rpe nATi rzST. CI R55ER( 9rID ND wAn MBA ro Y n AT le WIES KRnx REMUIE EnEFR M lm 6 M EER AIID M IOri01 M nE aSiEIEiIA`«. M 11 NPA[S KR1Icia EpMATM A YNEIC M EeAT WSI E wAld YAa: 17 M taDsnna fIALLTE AwRAa¢D o MwDr< yP] LLRcn E EER rt ¢nRED AIoSE PR eEtow M wRNK M ERER XMR AS EM M ROi9PC lwPi wAm .aR1Y 27 M EEI FIRE Yusr E CDNSTIKRO ro warzR YAw STANDARDS rat A Yraalr MRAnE 6s �iAbbi Onq E 6 M ETovIIa A AWITTI,IroII w yTRQ�AE IINCrt 1«otlU IS —A-. l7 M ECIxIN CDr11N1CR0 ro Alzi EE I�IIESI II —W RURR YAx! a10IDEi IAmIrt A EER AITT.AR SINI —. —E RT riALL E aRa•ADED IPR M Ev`[EI m niRr! DMA mile _EE Y.w. TYPICAL WATER —SEWER SEPARATION REQUIREMENTS TYPICAL TEES AND CAPS TYPICAL BENDS I 1M RK E N aIE�IFT 0 PF'�R�aVi�=g0 K—ED M �« E �� iDDT.� H ANp EARID CMAPTY 6 THRUST BLOCK END AREA SO. FT. BEARING AREA Nrs TYPICAL STONE PAD DETAIL ITS � II IIDRC RIRE Aprz:� eAl]Du ro E nwl r coYVACRD p / DEND,Y°CIICAM zT.p`IroYAM 1 aR iaicW, .cTlm amnc ro WLAsn Dlve r E ImrtD�Awcw`�.°R:ewl� I :-AST. EVE I aovo Ra rnNalEE-� I AULL IFq r Ia rrE ola.Ec, MO TD TIAu E aooRo o wARTiwIT SANITARY SEWER MANHOLE DETAIL l0 BE - Y �I /1c_HIKR MM API I EIUI- M4D YTP«' \ . _ qAE I I I �R'Pq eAwu ro E I s• urn To A�EIIin nrp I vas s M YAwIn w. I DEIIPn us1li M A. STAA ia'Asrv1N0°DIVAs. A. AE IMTKITEo_lmElWTE1Tw';` I 1 s• I I ^'E,o sr E.rPloLo __W I IEll t«bbb n cw.alEa). I AL L_________J vlaiSTA®ED zpl A nIPIPgIT OPPERD gAYFa TYPICAL STORM MANHOLE DETAIL IR .• ism - KRwu lac scm. o w. r Ip5 r w. TYPICAL GRASS CHANNEL IAsr-n-vt,iE Alt . YANImIE r11AE s Y Ac_ eY hC0 «n RuSn NDONRO 1-0%) «MNArz NATPI, WAN' Raga OPCN«REESED HMEE a WA— mEortEAnoai ¢ nti Iwra .q..iwn«I• b r...M:q PM cl b.. n.ca •lcl:m .. Rx v.c« e• a�oe_ m Un• C«Irocl Pe.:n« me a N-- w ln �� I2e E"bI at IS yJ - IA15 mC AMO IADIDIX AONSIDII, Dn ENESREER ARPROVED EPIAL. as gedliel �w iDs a.a.eo_I h «wnlaoa CensDan -305 IRe — aoo0 cuPl 1Rcrasr IRAw wn TAM AS YANYrAcmnm pr GWI IIEGST, «C EnEAK: In. .P:Ia ena ra.v�c •.<e«ran «a «aE, w.a..l.wl «a SDI �•r n<a .wa Dae I.nn.<TI:nI «A•v Rana rM mw.ntFi nauR. w a Ana. mww•Y R«1 pumpni I•a� --- retr No. _ I.sao vW M M APPRDLED EDVAE <mba, a.eAl xn �a W w wA r•R. « b a .aal.b« a.e... tlw Imcl Pe.:�I..� AVERAE D u Y Dw rt13 o�pAl• « a NYR S1RDCIYIE: Tv w<N I,SW ya MnI/aef (a•w«) - 6o minAnw. - 2.1 qAm — � _ 1M canb�«! Ona�Pl MRPaA1. .P•`w.l s.d�l yQ In.e _tn leash c.a. <wdr^� vdwroMl< IeaaP rvnE•. IY ac TR¢Lwmrttw sNAu paRr alro pu A— RM AMRwK E vuw srnnw It A— I nxAv Yorws « . «t be, lae« ]o), wmweF«. wro..rt. a I`ni�wn.eK`Sxvso fARArsxrr S1 I,Soo eva . I.soD va vw+lI..S I«t ela elnwni N«e a pungip v .t ltr� v« xoo0 aakn Emta.l. slwge isw (I!' . e' I.d.) \ / Wca An ceaac hm SDD vd ' bt vai<I L O )j al wa a. A tea• A•• eaYix � n _S�� - IwI n Iw+ < I— Inalnt Imin I.a aeml Ie Fr. F) 1 e w mw « Y pA.w..�Il.na. 1 anx=t t- RwaD a cans nw P,mv<wnba v.na mail n w «pavnl le ini• wM. e1..w« Tw«aaM. _I_ w - _-IS'-a'- -- w tM o wn� : « aN.e « Me <mba awl• m' yaatb..urA•w r r E,rw srA— EIr .Y AeovE fI«!R DUDE (III.) l a sm.l M. <•vaatw..aa awl .axle h A.an a+-R wa a mwalr n ln. <.�, r «IM to .casevww e.a cmba « w «•r � KeVa. NL Rwy� AA.— fl/LL E TIER T OIT eODrzO A nEwl Mvaol n Eau K- EiNi4Ki GRAM EILVN. ��..1 MI T" - ]M.SD M91 qAE emlyd pond. A n. « ...arPml .Iw._ w.a M I « Iini r,a « mw.tw m rase aalw« a u• wdov. Ab.n1 a'owemA W b v 1e Iw lase pw.q• «e N.wl wnba• «! M _r TIrzCASr CQlPER Nnv « «e ell YM• Aan « o«laa. Ty • m_an� 1 M •.IN. e« n . IaN PPS a wmd•) o IwSER IIIID dw•Iunnv w y..p• a/w elexwi op:p. rb« Ne vamn arvehA wa wtnwl tin} m . e - .M w � 1e a Ia:� �.« �. a.w.« a «•tea ln. Y 571.E RVC NPE cYd. an TNTrz Rom � . «a'.nv wmo le N.i: • ,w° : �w,d. , y r dn« awl .«wa vam = MNOER fn]ET r« e<twle me aa.m. ERID rzsI«c Dvw a u. na� DN_aT.Ss IFEt ALARY e• DN_Ul.]p <a_rowl:a. .lbnpa .uminy !«t M...S .n:d� !M P•mW «« «• a• �pd.i t t .ly le M�«r Ne w� ugaotY at q«:Ewe ne«• «e to «wale «ewl.elsir ww «tw.wl+: <w.Va'r er ' .... .......w ......::::::.....::::.. sw.n«Ii�y w Pceeaw ebetin. 1« dwm •ntw_ d�u « •i-lwlY I«I«. martin• •new «IamPU n«eevY 1• wwa• e eauym«t la m«t Ue Ap«iT« cp i_n�le anaA Ie meae SY IT. Cmbacta al u• thtine al IT. tea. Iv Ine —A. O AING «STNCTwi nine CanVa<lw en « y l t • Carl w a I' _sbIED STOE pup «, M1.rrni✓,«tm< M« na1 raw to •enia. Nupn•nt. PN II, Th.gealn 11111111IEI PUMP STATION DETAIL �^ERRA� cy��y P• Nis Q A W No. 7Z01 w - i t^ i,�i`1CR`�• ndy`fS/OVAL Eefv.`�. ••n.un•`v�, RECEIVE® SEP 2 4 2007 City of So. Burlington 01a0 Seed mi< fa loon no +MI be Urbm niv w dewietl n xc4m 02U20. Swd r.; a fP lb a-e<hw ad .te..aaa vada WII b< swa< rv< w ee.trlbtl N m 02020 Seed mp fa Napes aVspa lrrm :1 (H.V) ab11 be Cmrraim n v m dwrrrMd n wctwn g2020. SINCA DRAWINGS• Trr rmtr¢b Wh wbnR Mop troand'a b the 6gknvs Ur r tb rdlawi" iea..a �<li. ro.im m, �stbmn Irp.r, s:e'dr rm..�Pme � IiyH pNaa, fi<Wr<a sd bofe<. < ova ud N, -, a, ad OmISM1i4�fmr:ca TM rmVzb Mal des wbnil Qtlutim rows fo- vd, Pmt m:<tl Ppvel, W Onx Ptltl rrvahsd abr. RP'lITS. Tne reRrab ,bll kwre Uut NI P•miU W licrae< how bap. mbirrd W o rwktl fa bw ben pad rrs b rm.nermrnt d Soil.: TM rm b .Iw.1 -it Pab let rewlla (r Mw n.owra. nd w be vad. The mwnVocb Nut raapo:�k fad' veld wbba SSOdd P<n pn lift, "I I pr 2Mw I t 0fill d I a¢ pr urt. WORK INCLUDED: This ,slim pI w,- b IN, panne canv¢t rwkmnad. -N mral be Eby !t �ConV¢b W tl.e eel na.o3vrr:t W wntM .todr6 whkh move U: W h<CmV¢to-.Po n 111ENT OF PROJECT SITE: The Cmvab ,roll rive NN d IN, W d n wwki"I dwuwUe lab ImW<Mal 1W min I i �aat'afatw w the 6P.arr. I a W < vb xbi. Null 4 rsrwwd non tk jm «U w PN.w<+. TI. en.lrut:.lal e. r<.pnNel. (a prew<t:ny al «Iaei.ny T"1 and I ol. raryl<toEavdr N. j M1L hw ran apna<. ln Cp.4xts lek< Mtw >e<ps<.a m a< rr< r lrr r�rl t¢<wtaK< a err Proprty All work, wWch, dairy its ovaa. r wok wwbl,Mwd M trs Fiyirr'. CSUf:raU d r lsakn, moy bus brsn. dmaPd from aHdl be •a•.a•tl nd r.P¢.d N tk Ce<rateL saNrane, fa bdh INr nd motrid.. Co.n Nat ba .<rcimt m tti PXt d w C L sU Prv< tbt poperty dv�repe des M ur m W< POPrtY pro IIlt4 dPrwm m poxibk k witlYn rsnwuc[Im .mrr,pd,. R.I¢tim will X d(wdtl wltiwttl Va W M<+bbrY, feces n.d wok. red MNkr r.ae.. Wr. I w tljoKr cprvuc4en. TM Cs.Vab k rwpprple fa ev ll.at Ur rwdi4n Piw1s Thl praprty r bd. k rwbd w tk rod 4i a. wHCF a:.tetl prig w tb cm+lrvcaim. Tlr fmvpttr Nat b I.d rwPp.iw fr al ap.kyP .cloy frpn a .aloe w ae.plr with the Pwnar rt a aa4pr. Sl1RVET CONTR0. P< 'VED. Ter E,_ ,rrd1 Proem ll.e CmVab aN rmlM peiN. Such antra Mal k vet fir time -Y T-, tlne Canv¢b Nat k r.+pwriae fr P-ti" rmtvel P- f•pn dmkik add- - Srauld tldeiwa wo-6<,gri.d by the Eqr- b raemliN mrN.l ponU, k Mull b b r<kM<W by IN, CeN¢1a. Bsah .rots will tl Po _ by - E_ nEASUREMNT ON OUMNTTIES OF HO , Woe, arauriw Parted fr N tlr Nr«, d tb r ¢ifkdipn. IN mNlod d nr<p<�r+K d err vent Mal k lbltMtarr6W by Br End'"raer r Ceutrvctlm ri- N th, ra d girth rpwtsn W rak arwaim, vnkw ptraar prw:dtl to-, err m.lbd d m,warrd d pm ,t rt pa rc ar ..w.d N lb Fad d NIwW. xlmn:rd by the Envin.r ntl cwrlpalatrw d wlume by err mdlwd d wrax N ra. N aM cad a 1pw Ir m m rm brat, m ahaUix Pwidtl (r, err b M Pb%nt•.la wtrn:. rwaiNre Py uwrke.d a,ky ik10 mwwrmrr,ta pla" /knl Ptla lira. Fo- [!a renPta;r d ra tlr •PIr'nrlr' abll M mna:dr.d m auptmk netrvnart pf P ear. PROTECTION AND REPAIR Of EXISTING UTLITES: by HMrs w rrU, wwra reduU��•rawh bmN rsrvctipe was mar+. w cbnbra .IaVkN lreIN,, fardwl., utility paw, om'(aod Ike, r Ws f¢ail:r n< ,hall be prpeecttl W wpporkd M Ua Cmerabr a Ha own lk euiaU" f¢il•"4w rs rasps �mrvhe. U lrny wch� br rd ilby� r.wltk, from ab Cmv¢b'+ apraier, tlral m .Pa - TN, Balb (mVecb', a lad NN will rot pku n vv.mp1 TM Ours, Er"Nar WbYehpticy+ tAlY Ilp<Y" b.tat bt rotifkd Petpaly d mY dpnabc w uU'litw. WMrwr Ns Erp� Hoy rgei«, ahr udrpautl wabm sranbtl kn No- ti" Mdl be pr..np.e.tly ,wpprttl with woadn ,upppti, mesa «rearm o- P by War m.<Id. aruplaaa b eta Fagnv. REfANSTRUCTION OF EXISTING UTILITIES, N raw a Mal bcmr rrcwarY, kl the apilim d Il.e Er"kra, w nova a wrm,Vuct my wolr mokn, .kcvka wdrdt, wNdar copula, pa conrcUsr thew s atM wputaad ,Wcwrm, uro-k will m dwr W IN, CmVab. Tlr CmVacb Nat M b4 f prwidky �liu w v<ra b<fa< in(o-ruPiq .rvirs. Ur1ew ap¢ifkdlY P¢+dtl fo- tin d err ulilitiw Mae a a tlr CmVab'+ 0 Nat lhs CaNpcb ab ply urger man, M¢Wc -1" wlephpr cedril� mY talda'PaXd rmlm, rodaU r aVab.,r auwl sitln prmi„im d lM1s b.0irr r ,allil tr. 6rpirr k ,albfied 1Npl dN•oU urmnina w Ne was b b.a'I Pwixd. PROTECTION OF WATER SUPPLIES: Hlrsver aeurra N watt mokr coma VaUm ,bll M dpr N easdpRs with lb '$car-Hdr Swap. DsfaN fa Gowkyi areun N tlr Aplwd` r n tint No. HIs +.urn+ vd urger �. ; M paakl o err, Ire Mal ba < mnimmn ,.po-akn N+ter. rt (b) feet, nv,rtl edge U tlm d PP. rmIf wch diNors .snot i rrnintak.d, w aNe.nir..e� Lrr �: tlr di.eae. r r.drre, Pandit' ur war n.ekn k N a m udi.4rbad .artM1 Nrlf bca.d �Nde d err .cur W a mr�4raion w U. bottom d 4. oats fiver i b ;..clew Wye lb tw d tlr eves. WORK OJT51Of RIGHTS-OF-WAT AND EASEftENTs.. Tyr Cadrab Mal rot wiahwt sittm cerPX fawn Vr pun.. filar a raapyNth le.ut twt., rave d the ra, Ind w .de are •lick. -or -war r <. A s� :;,all b< .Wd.d w Ilne P DYtinar PROJECT PROGRESS SCHEDULES: BNor. ,IaLry err overt W rrwn Ume w Urn ( Ir.a C..Nzb Noll rrbrnit b lk IN, a car �rdev iplim m«Id� ns Plo w v« N doiq the overt nd err rrbw stove k inisd+ w Ids. Hi- llw db tb des .bairp wok, lk CanV.cwr a I p•<Oee W tubnit tb b.1r_; (a) < f N3 ti paws Iwrdch tld,4ara il be rgrkaJ W; (b) a writes. aiwAe4 !i era eN.. for err .eal•od lain d sa to d tar uark� E¢h r,cr<M1 a¢_I. alnoll be Wyc w .screw ed ehpnbe faun d Ur wo-k. Irclvdad W��lka ntlale NWI be a b<akdovn d Y ar.timowd Hsu ro eDNFuen: Dr•ka iw PaP.x ad m it. wrwl<tim. al wo.k Wn redrn vvly w Ihs lie. kwla W Ptlw iNkdtl m the trout". a Oivn by tb Ery:w vd .Intl be ball n O tbwgaY wbebda ad u,o•1v.v.13r Hors, N aapdpys web err a �iy. pd wiriwbro ad err araaia, err (ram tM. �tar by Ur bNnmr. ro roe al.Nl pM work n aaa d Ur rq.kar.aK, Nn. arpaiy. nee w«iriraia bs lade rP rIa rartl n wr:a:" W tlr Frykar. PER TS: It WII b< ttk CmVabt r<.peai ty w obtain dl ftlral, .wU, re«ra o- kcal Pam fr tIe rsrVWtim d era oj¢l Tie Ce+V k ow r 'bk ra manldwq tree pn 0 n fa« driy Iayah d err contract od fv Idcin3 dI r ntl allow cer.Nv wiN tb can d trr.e penraU W ponce P Iy mtakr'1 Ir IN, Ppjat. SIIBSUREAOE INfORnATION PROVIDED: Smarfam HorrYaim Pwixd k w mast wfanratb :. mm:.a a bid. I.d wf e< r.P ��irper nod eimmn.'� � fix ape orst D,rsn..l. i. .not P,r w oaks o-ldiUenl bunkum P w army. CAIPKTION: At tNe prerm-I- mdrace, era CrVab WII be reyi..e w wbn:a, :. sitir.y w the Er"irr, ra bawl, W methd(a) w be u<iliad w m«t IM ra.n e.pn anal. rmtd.r n Irx �riwtim.. r� G,vf¢la II be rvyir<d w ra wa.aPctl rvnpoc tl.is M rave bs r,aadd b Pwrev rmnP¢t fiat wifk.11y f> tmpreHa Pajrt. Piacaa d wilaro.t wcn w vibrak" Now rmpaba, , remw- nlraey .also, a., aabblr w ,. nrbbr tk.e wrrelN rod.. a,d era hk< Men m cprdr.�e�e„rtml< .ya.ant rr �p¢t:ip,� m d eyilr.va w bockM1w pskeU, Wlleors. od tb IiLL Mal rot tl <m<idn.e rr r« m ram tm wpr••a•t mkx w.r:wlr wPwtl by tlr SUPERV150R5 ON THE OB SITE: TIN, rmtr¢b .Intl be reapewlble rr avi trot t- i. a 5ape-var udr Ha direst a IP Lb jm «w a all I;—wm era IN, Pr_Cw.V¢�b x SrbrmV¢ba Wad by LK R:ra CPM1r¢¢conpliMad by SITE REST�:�T'im Onotamapl.+ MaFabe takes W era a Ha a ee a(attl � rm r^°a< Haan d cmat<.s IabliM aati+�¢by ; w h W mv4Md� pa Sa4r O1b20 a�b hwbr abll be Padrd, 1aPoild. «Nod 0efra Us Cpntrab m.ores w > ruck mks r wn in the �� rMs�I,m font k. �slrrmr ^ Pwe-tl a mechn:wd udr,Peed altyp rt Na ow pue' pM d wl I Or u4 itv bcotad, h< Canv 'D yage' W wliy t l- e -Pf- « .nlernba- 4!Gb 3<e Td33 DiRapfe willtM ro4fy o1 'Itll veyvuea hovny vdr ut M1ot rw w M t n M Ilk rt farlitka. told u ai rerenre (veld rrakL treir<.pa veil " fpo-dty eyMm burr. Vpn lb tvrr Dyade Yves rotir:tl (arot w SNamw, Spdaya, lops limy+). ptl /ailiUea ,hat t t clma,IN. w Y Wr t a r c:(iwUm. Fi^rV<ncv ravq,m+ r< _,tiron tna __.t. Eff¢tiw J , I, Igbb, t1n n•odd>v rM:iknim d 011- N ern sews mnaiarn.d « :m. bae.r vr..art slaw Les,. A r d a,Doo mw b< I<r:ad fr falre b Ulwhpr DOaafe brtars r +a<.va:m la mds. AOEO MATERIIAL� TIONS: All ad sla mraiol�n "fitl drawix, sit- r tM rmV¢t Mull W erpjat w IN, b EEr t m«t apPir�k reyirr.an. d Ile Iablirre +Pc:f pd taWPd. e! tIr rdkai" Mt ipr, am. a dwa'enrrU. Ms:cm Cp.ri<U MIiWU Mwrr sau.ev d TwtiyC:� lets Ms:rm M w d 3 �I lug Mrorirm Ywts tY+ka Vwna.l ARaXY d Trv1.law4pl 5- Sprifimtier N, NiOhww W bNpe Idir. Cprtrvcti,a� Ansicm w <q Sakty Nairn EUcvkd fate Athos PIWnb code Ali APlkml. s+a. pr taw c m+ nd P..nit+ AN3BREVIATIONS AND REFERENCES• wMe Mrsnr. is .rode b a 'fimtim d w d tb Mlau rrnntiamd r purr woiaios r oktk., it :.:endr.tmd thN err w,pl maipntim d apecifimlim kn rtfat a tti dole d r.eNP rt ax al.dl AASHO Amrirm Awoc:mbn d $tots H:Oruay O((ic A9 E Mskm SaidY d CIWI EY"ir+ra ASnE Mrwir Society d I'tochpfral sr- ASHRAE Mabm SakaY d HeNky, RKridr.tp ad Air Cwtlilirkq Er"n.e. A- M.rkm SacblY d Saktsy i- AGC Mskm Gaav1 Ce.VatP. d Mairq CEPECA EEsmI,NV" [I P eI. A IEEE ,k,f Elr�El u Er"N.a. NEEDHound- Coo Naiwal Elavka lbuf¢turr. Aewcdaim POA SrtM �Cinnrt Aw¢iot � SCPI Gw Rtl¢a. 4wU MLkratnrtr<fl p. tmPamr+ PCF Nlul:on Cmva Ftlsaim p500 TFrPV.4e<-o„FA! It IT1F5 ra0(tK INCWDED: -I- NIN. -I'- prtam b lb Cpsr:bY re•Pperiali Pwidi'y Unrso-Y arl,te b -I ba rs.peribk N, W Mal brad N. a:.,n apace a1 trrprsy I¢:Iil:w rors,enr fo- LIr fuln � W fmVat,G IleP_ m: maw +m W .kc ay ION f .t aid (¢ilitk. Tla Cm4 - t caw, ter fadltiw,4wr mby rertr.cl:m. All Ian (allil:m Moll M adga4 m Ir wHch lrnsy ea idadtl untrwt fiat d prv.N r PwalY drre3a w ary itlidd,rN. gSfO » WORK INCWDED: WPk ncl •_ • n aN. ,a4an plI a ,I w Lh, woos r l..h I, the Cadr¢b m ` anMtw N mpnbl dap Ns myth d t(r I-kt. -T CONTROL: Ths fmt/.<b Mal ba rewwribk a W. can wpa.« !r Pw.y the tl mN aWsd w < rwlt d rsrVatm a ma rot PaNs a KY Imed. versa rd urM dryad rnacwgY ens fmV¢b call be �� b 1a oat o iw d err ter m r« n urns r apply mki,vn chbr:de r Ur rpdasy wren < Pwr brume m duM crud maurw. WN rents rrwr•w NWI M Pevidtl N e11 Une, r.cldi" wniq. sd ,rr.akrd,. WATER CONTR0.: Tlr CmVab ,hat IkN, oll rn+c+.arr man., w lade all paN al mars. od w :.idnbltao4� tlrra kr d,tuAr re�lppd<, ma tlrir (pedal., core �built 1,k- .c T. CmV¢tr <Inll b< raapn,b4 fa crop.:'" tl.a metbl fa rrVq rt W +roll sear dl r.apvrialrty fa tb tlarr¢r d edr mdntl+ eho+m. Ne rerVatim Mal d pdrtd.n d, kn ter whim lrr Ep:er, tl+9ats ro4al d watt i. M marrN. HATERTIGHTNE55• It i. tM r "ty d Irne Cmv¢b b scare tbt all rn.vr .wcwrw W w:Prat Waa udr tN mrer¢t fo- d fonlani" al.a nuim a r cswvY^3 hypo . u pdr d1 evrairf wditipr fa rr,IdcM1 tbY r< kdrdd. MY - a NrucwrIN, m. wlws Iwkrq< P Irmirad b b< .eu..,w b ur Ell-N.II ba wblal mm¢tir r replrar.mt by lit CeN¢b d rk, eon wprr. POLLUTION CONTROL• Drib Ur vr4vctm :d, tar Cmtr¢b Mull arcrx r.wenmk prera,tim Pwart polutim d tM user. d � wove ralktnt. wen w henna+, Pnw, lMa b-kmw, atpna, eirnaR, rW.1a otM Mn(�n1 usU Mal be : ,, kM r alegab<«err raP.l -rapt ciarrl, led+y tls AIrNkMle W Pere.tim W mdmaA d p,, u Hal d -PI- w:N O� WORK INCLU� p NpkKl,.dsdn IN. wcUm ppvim w era Cmtrocee', r.,ppaibaitY w protect era ,llk ptl wpkrran. TIr P Mal b P tIkI by IN, (artrab irPn m W d1 IaPd, rannacttl WIN wrk. 01+an orate, matrwl, r ahr iprraA uithN lb warkky furdad br' tl.e a« d pdea'a< bier .eras, r.ao taus s floPrrn. All brnroma 4n n ad:m _.W,a ba PaOr Y liphltl. Tla CanVOctr Mal tl lab «apv b tlr +deer d at uro-bnm W lk ma Prblk pd al deroxa w Pw ty aarrp k- P apn tti a,r4 iwd a ,..al a arana:x. w o o false m la Prtaalla CmVab P pr.m, a -', frvn Iao-e d wan von All Iarnr�l a mY L d des s -W, -I ti uwrkL" eeo, wok shot mdpnar. Ah OSHA rpulq:om, T: a, Po-ta s2L.KI W -0- VO' A r.P:lmo-r.w asro n AN PR_r^ F c HOfbC INCLUDED: .elude. the me<hde era Cswrab Noll -1 w mm.Ion W Pel.¢t mr. TN, CmV¢b WII Pw wmd trdfk Pd:m a fig w d iI roce.arr by Ua EnpN<c p Oowmmr<al oNaciw. Tb Coar�eb Mal, w coditkm wo-rmt, -1p it- r m 11 oars NU.{a< w U. IN.tmovaraM1 Plad lM Irawliq Pblic�pl will in wlan wrest wM1ne�i.ee unth the w rt IN, ill, vdfk W :x tr kkk paLrw are t�wax. o-i •Imo. Such W rma W rated 'n oc<edmr tldim d era noa,ol m Dkfwm TMfk Cmva Derkw, waiNm by ehe Fedora Npnuoy AbnkdaVd;m. d v vet mww a�m:o.ed by err CmVat Mal b< pad fr M tTrme Cmv¢brk PIkk - bat d m:fenrd vdH< P rs wall roe x pad +eparw Y wtra.tl In err E." 2 Trr fanirab abll ndi(y tb E "i , Ipml mCr wueUkru:, Panbd ddWWranII kwa aa H+kwwoulrn R Inur. prdovwidec<W d m1 4 MepwI, tuaryenantadkn•fiwre•tmdewlpy arr4sr•nFtlU.eUanw. d wwTeelhllel w WFDrO-mgRyKelluldrINan, FbNUyTDttEb DCmVab wiN tit lv lK CmVact apP'Or.d wqm erravowd materbl a wiN The angwrran pefaKe d I- Ikon. > u.ira.rrltl mlice does rot r<Ikve Nla. IN, anbpkmar L,, i Wood r x I PREaaw Ne CadYacb d , , tee Bitty r I-itY lender lha rudroct. M5 tH b a n3 -,, tN roawc U rwtFn d I. pr.artl W <Ieri" 1, N � mbmh, WNeahruea 1 Tb rm I ba �,I �Q �alt .i.rnp., tr elr' rr. a<ma 4'r(, a a des a. k 5 f«[ ,turps Moll aSTs jal:prnmlc rnbpMrana x and wr G irk. D< vet d(m ckau w the YOad m Patkml<, but not w ar.ed, mow the ai.liq aorrd w mo,rtl� ra Mbde d tk .Wnp. T!r rm .l.Nl rot k IFubbed, Wl a mjalip.ml< al 1 be sr.ov<d. LUDED. Kludtl kn tN. sac a the rw •tint the C w met mxt wW'k ueo-ki" "i the Swts N.N_ All r<vdtirq Iron clap sd Pma'" Mal tl ,atiKa-I N d n GENERAL: Tne fa,e W aM1NI vane Lbt Ni^u Pm Iyra bem o Iki wi, o mmr' aOPwtl by [b Fryirr sb in mmNian. tM1 a.di.ve. local s w Irne romavra.t d aM raatrvctipl whin a 1-k No- r"M-d-war. an:t. rP Y.Pw V a sloe H Wear riPR-d-say +bll x obwi.rd rrpn Da v yp,pn pnppbv.n4 new be n.de m a WIN—. tine eloped ere Pi,riol ion- r nkn.nep+m.rca na w be �..Lr„tl.e rat a at.pp.e v.d p•ap.rlr trp:.w .. A lK•Irte Dykvr, Ven.mt Pe.tY Trv.+po-lalim, nmtPlia, Vanarl. w tb fila ro.+ervcttl N arardprs wiN w qpr r w dk.cttl M the b.airr fill w lhd tlwx mwmant d IN, alopra Owe net r�ur. nwetp will be Irld pr'a w the Cmvab bepi.niq ua'b_ Tine A— d Trpwpert4im'. Dstrict rp.mwUon AdmNNeole pr/r U41i- tla CPSVa4m fb<ger. IN, I--.wprinta %, pod U Eta+War r'_ µ5 CONTROL: The scarped rock, ladbe, ewWna pd yes, a«pt ,ulv< r1trCrd n the canatrvctin d otlw iLi.n diru,we dN¢t.d. .Idl be wood kn w the P.jat veil m Psen[ P IN. fire i" the --t lit cenV¢tip. d anbemrwd+ w tlr alsAWd Ksreyirenae+ ed, IlawalY, +fat be Pond w fo-m tin d m evmrrnt. Upon crpl<tir d the u,orR, a firm iNpacti will bw, wth the one pPtk. PwaX w a tb Psmurvctim mxtry. The Cmvab will be rwlrtl w nabs rat rot k a..e n the rwwlra4on d anbpmrmea, roc WII trs IrwHOi.uwy rgM1t-d-caw w w YW < roditim w a urw Ors w desk" ll.e raMae b wtidaUm rt b ANo-.cY d irmapPbtion'. Oi.vic[ rrapPwlian T ,.vdaMa.t. a wrceee,w lO d err s..bamnrM1, 4 play d .car (ra.n rrac PI¢sra.t d maskIial elm rock cal ,tap wM err If o-r d If Us Adm:vaVowr. Tm CIO) days -.1-nNke -1M 4� b the DI-1 Twhy ti- IN, rwirtl ca.q¢ti- emgrdaA baww 3rF, splits err obbirq isuxx rc.PabK, it cal b< M¢kPka N re,wrd fo-tfuurreuw iw arad:tim i+ ¢mPabk w Inc CY"irr rr u+e N ar.bmlarnnU. Atrdq.Velr before tlr AgeclA h wok k dpr wE a veto r riPl, Ad ky. ropy rt wcMW ice cal rpniMd b the:rr. napec,ktim M y d rrerpata:m cal k prm:ated w <.n. 4m P'ww«a. FlIDAlarIENTS (HER UNSTABLE SOILS. who nnbvbna% » b tl vrtr.rcttl ¢raw , ,.w<k r d tpbl< .ale. tM r.eilmk n.Naia .fat b< t wok ,hql be prfwmtl n .ems slat IN, reoduoy, aU.ra4ww m�I a (Itr fatrk and tln _lkmPnt btkk ro n plc. d ad b¢k(i11 pd Ipiurw Irdric unN a adq.rdN. mry b< atir�� m r tc opprara d err by the Lpw. Tb Convab +MI wwaN NI work w:llkn Ur Stw WgNW rpM-d-ww daky flolsbl fr I araratlr r the project Nal be uttl w IN, I— okii b W tr.e pried frsn NorarOr ISN w Apil ISah, mks+ ala.a« Prndtttl by II A— d Trp..prta:m. Ric to eppsn«m d yak, lrr C _cal - a wM M walmk - a oapkre iron athr wrrw spar -1- on✓itky br llr l,_ rm(rru with W Er"inari Palo TrP.wart k- Aen<k,trator W ur cAurr. Any ,.cork r ,kf w a cart lf IN. v kk .roe b< ¢ IPI hd P U FIETHOD OF CQ ISTRUCTION-. nolsial b.i" Patl kn mbpdarst+ ,mall m N .pd Bki,, -it- Nerrrbr mlw alawi« by A-, d Tr tM arp --. A Nt-I Pred Vav<I say.. Mwldr. vb pp'kkna ro di+4ebd Ws ahk II CrVat Mal d rolevd s dusk. frM1 galas N 4arN w kl M1rlvda lays, d -- thk- - -full IridU d tti ..rbmmrnrM1: ampt w it i. Naratkol w cerWca Nit uridN d Ne rrbmbYrR, Opts widU� W mtleisd by IN,Enprnar. S4np. ova, rtC4N Pd dlnn scar. ad icy s.w Nei a ta.re w e wr.dnln wN w tlyt .<iwd d pn+trvc<im. All btv.va,+ Pad ad Pp..l o<f¢tl�-1 �d „nwi id Ma r.al Napd N ..mm..nt•. mr<vt m e..iaratl n try r rertl by Ilrr 6gnar. T. wry. alnoll bqN W saw Kprt d prkiy Pa dal a ..raidainae br w �.w:b o.ayrwt tfr wapr..ld ,r,p•k prkd theme fill. F,.nepna..nw .cal be P¢tl .d tP.r¢u m N Salim tans tf.x dry dne:'ty III tlr ASASHTO Trdf NMI M p.Ucttl d al w..w W wltmk bsrkade+, urrn.y Pd tivvrs ruwr�ury ayes. m "rtl w Pawct tlr I- -Nli W fmWYctim prial. NI Tp9 (wndrd Procb) r tM ASm DGro eea. F:Nd dawilY lwUrE t11a1 b< m.m in mdemme. wiN the Spd Car nNrea, ASm p55G r err N¢UP lklbd m«<ibad br ASTI DAi r -TO T2 E-i- w•dky wlpmart ,hMl M is aprava will b. rwducttl w w w d iN(rae used In oh IaYr w aalsin vkfrm IHe4re. w mrp¢Lm. Eel. levy Mull dw N 4.f11. At trdfk oral b• mdddW d wM rarrVvctim wPrtwr o IlkbP rawW w Mad rats w lM «I,im .die K Pr-0vbrst T anti The nO pd m,nimlaiy call k r.yird U n aei4mt li¢h POP.,.. Urvfo-nrd d/ks. ,r.d a Poridad rP Ira rardrd rt tM{k wM d lar'r Noll k udlrn.H rm9altl t�lr reynM mrNnann.dnr:ty u. way trof( faent be rrairdaird and a wch N(Ir I(rrl.. w moy M r'.yir'tl by Di,Ir;ct rrmepa.taim Adr.:r.trNe fr Ira Paa4m d era Pak. bl' w d mmpatim wipmmt raNatk" rt Mlw., vrpa a mmbiM:m Ira.d. Eptn mw:y ad dr..- wil.ran rot tp¢:hwlr rw r¢wr.a rr �.nPttim preRaa+• wdI r.et a rm.ieatl m m.paa:m wiP.an. AprRvrAL• BKw pry rerlrn,tllm ap..aie.n, r..��be. Ira cmerab Wu rbnrT w tIr Dq:.ar N I �, a mtgltl wr� dmoiPim d w wiPrrnt MI Fill mot<ria oral b. W 4 o mpMr ro.lmt /ewrmimd by Ir. W W mdhda prwor .upwbl. rw�ip defaiU d L. p-p- a IItlm. If a ab-mrdracb N w M YW fo- era overt, W cane N [ykv w b. wittl4 fr oblarwy err .veld M.«tY. I^ ran. alnll err mee4Xe anima N oh Iar<r udr rwMnrctim 6. mero thm 3 PP--t pow err Nell Pored cell w CanVcb', Nee ¢bmlm Iwo ben wPewd kn urntiq W tIr awe.-, w ry:rr pod ur pwkLka rra.prweim Ae.:niKraar. JACI4NG, DRILLING AND TUNNELING. The Cmvab +MI osnVuct tlr� wnbpdanaM1 w b.vrr urtab. dr•N3 cerp¢tim. sP.gk++,. Nwkq P arrr eiwlarmart rdr fa.rY w:Pnnl .fat e. r�rdr.d PMa f«. pwdPY ra m KOK ,lm:rly Pdr tld, re.3rNsrst W f✓err' 4smwl malra dfaUd Mal be .wpp+d P rebded w dlpu the pdr err idPval w i.skdtl m INI D'p _ en wN a mrs U.d t < Null�be ner.yPin w wrrk a m4XbpX. d sin •.pda,el'. J:kky, trdliry ,Ipraar ,bll be ronlnad b wt«m lrr Vw.Itl po-tM rt the I.i3NurraY, w bd mpl`ial .Imh¢. wM w tmt rt the centres n the byr udr rmavvc[im k ndirawd m VrrwA AOaav rt Trsrpswlim SbdrO Drpakq D-20. rUNaby cmq¢Vm by rrnachp:rd rend atl W Pe.,cra dkviWta.o a abr w:P•ad: J4kq, triu:.3 r -Ni rd:oA, kXWmq ir.atolbtkn d the okq ad car Mdl ba tsr:,d oral kn arodpn. wiN lk mpr.rw! Po, .p¢iF<ao.. W s oral. Hoy Nw W tldtl n r bPYk, PU. _, cads WII W w y tall W tho-wP.v incprpord+d k..aotr.e�iel'I by dix, Imauiy, pdp s by dlsmn wartir" trau.np.. tWwtl mslhN.. TH+ rrnPdpr,Mim mat' b< mined fo- ptla W naval. Hrrn d Its nalcid k n a<a K 3 dww tl.c eN:nw<n iron wiehl Ifr jak:y r trdl:y PP, Lla rmlr.tb Nat u.a tb mok4+e amtaA pacmt meta. cmeae, try Waco MaI se thrpq+r iXrPrdtl end err cad mars �rarm.+lky cat w ewid oleo la d Waco rrwn wwix the IkniU d the PP N iU F�aPatian. Eamra4m ,!loll bs vrltl arrof rt lk crap pipe m1Y w tbl r epee wet motsid Kell b< erattl by diakiy, brp,uir", b4diq, ruby minty a drnr ppvotrd rr.etlnada: r csrp¢4m d tree larr d rret mars Nal b< P+«b4 witM1prt Ur bw d matcwl. � Farad m41 tlr layn- Io trial b Ur w map4r< rmVM1 by <r%rotipn. Plky b u,tl b fPm the rgh.ay +:m d U.. bP N pit. the Pity ,Ina11 RPEy INES IN EIiCNTS: PrPlie ski Nnrcb.+ Name N m<pdaraR. o- b cal p(f 2 led Wbw Ptls N it a 1 laylh left W:Nurbtl fdlowky rend<4n rt wntrvchm epraipr. Filb Noll -Fa w tb« p¢iF<d:or with «.pact U amrd:m, beddi", IO ON W baknllkq. metsial MWI be N¢tl m the Pr.d Pp d Ur hklt u a pry tine -W Eemratir (r 0P,I , w bs bid n anbamr.rU Mal be firm dlr Dr aabiatl by Ne D;wkt T-PPtptim Adnnktralar. ,anbpmnnt N. ben yen _ w a biyre d 3 f«a move Ib awn d Ile pl . T. PR Nat a lode II pntr homed Pd bodcrdlad w Us tap d ilr -II OPe, vet amwtim it hW(auoY ro.«pp i. M llnr aNim d err cmlr:wr, pYl Wray s. u4liwd ZY wive aer.pt.d j¢kky, do"II:.3 s evrrlp mNreda Idl r � m�ryp,b rlttmmyi�pl djamt U pip,,. + "1 n ere Us ra�p,r warrMt� ra Nho-tak. Pow Mpratkd. astir. wcn mdM1od+ cal o- Po'/. w 4 krpraclkN. tra im Ikw, ith LNI, sinm a kIl d try ENirrr, Mal -I IrI wplop tw mtliFaetim d ur IEyrww PrrrYl .ran tk p.er:ct rraapreair AdmNi,vOU pr fill. W PrnvM1 fr wWIiWU brlc(II will ba wtlnrimd fr b¢kill irncb a<rcwt+d 'n PnbaawrnU. Pip' w II.e uUlimaim d apn rot msUW. Rbr b appraa At a¢h Moue, spec wiu ba rgr:.d Uyt ro Patiw olt¢M:w w cam wltiy aiw. COVER: Embpmnwe+ Mal M lwapiltl W ,.adtl N auadpr with Slim a2pp d Now w¢irkatim, ml<w walfid pUrnulw m uw Nan. In pnbpda•+nt Mall be EXCAVATION, BACKFILL AND SURFACE RESTORATION. dMariPn d aetim tH Ipiurvy ryM-d-wq Mdl mdpnn F ye•rd w dNaila Mown wise ro,:m rar4W NRluya arc b tl node, lM Pee Iamd r � w Pwix Pa-drnklep< ad wpaalltl Pap- w Ur plmtky. a wiNN m Vamrt AYancY d TrPlaprwtiel -,I D, uNI D-20. HM arewU" F po"tlmd caned ww<w povrnnU, ai+Ur" nMarcNp Mall be tut N LYIe Vatm W rrrtullY bnt M d Ur wry d .+rwa:en epw'alior.a. 02213 < < AND P Irm.adiddv fallauk" Mtdbtir d the raa"ry W/a PP, the Iraah +hd1 tl b¢knlW wiN waW matsa 11 L' Iwo. w tb b E¢h Iwr ,moll NORK 1NCWDED: Trr wlbd" +¢lira daau Aea erns wrk w d dpr by W -lit. ld b art le,a thm psi d lit mmil•1rm try erXr w it b ploctl. 5l-bat d` wet P ouNW rock Mal be pwc<d r Ur papvlY con CmV'acb N mak'ry prkkq r crap araulipr. ipr 0Ud by P n t 1 bur, end NaI ; o m<nkwrn ewlh d b' r d;•cltl by tk Epirr. Eah lover ,MI a tnorw"nly vd +elidly wnpaUd. w tk d s<cow4m vd anba«ms.l spa a GENER.y.: F b+ mr ge >adi" � �rw, N rta.aoY c ernO N Pubs" n trot rP Nat Ir boar W At 4w1 o tarpvey pwavarl Melt M Pw+d.d with 3G Ives d IN, mmpie4m d b " W P;P U a.edad K,Adoun a NI lowia verse n can vet Is ban fide .h.. re4.ay __1w wl.orb Vdfk. TIr taro. �PrrmteM1 SLOPES. All .lope. N vet W anbYm.nt oath.., Qwnas N urota.oay., wM1ethr ow r nor, Wcted, atoll 6< MKabtY< pnleord Pd c1ePW d m.wctma vd . nose hI VM <wditm� Ee ,InNI bs nnom n Nat rm«d d a ea n ash rt ll.pagMv rmeattl W4e..ava re<r Tanprry Prvar.aM1, Mal W PwIY rrwdard W a1.o11 w repbc.e with PO+ra:.a Pray b vrgatrm d Ur prvKt o- Nrwnuren d urork fr Ur •amps t cw+e rsK a wM1 IN, I<r., r and cry ravaK. Miml.d n lb CanVoct r adrd by tM bykrr. mPppr+nt w CONSTRUCTIONS. Durk" Ur csrWction, the od P-Wi cal be C �ou pova.L ,cal .scoot. Ica:" p m.n..urn %tl'wM mokMkrd w wool Irry w II be PI N dl hre d(k k mmtsrd, thiavraa gal w Ikck.rw d lit aiNiy poarmA, n ro was bx thm , IwP bs W11 b< arci«e wtlwp Ua po-tim aura b tM(ic n o wtiKabv mrditim. t' b' tHck. tw oleo Nat b< M IPd b rr y m tljoir" peraeaM1. M wrlap (atfuctwal 4e) Mal a nrrdaun be.aer N ptl rrur r.bp- P RE— ON -TER- All +aerate IM I rmwwd rron e<r.va:m anal b. sad n tlr rwne - d PMpbnnit m NdkOUd m tb ploy o- m d;raUd by nr.h. Rsk.rrciro .MI m ploced with a mnmu...move cwr d r. (o. w Null be thrwpMY c�p� -Z Nrurk b Ur deNrpd Pnm ed urrd Ne F Tb Savo r u,aaw matsial am..wd duNa certr t- d tar /INIm fa ovum (r) my. a man Nwl pPPr rrbr.rlap corriq bdo-e bop roduoy, pd prkk" wall be uwd b Ur ate4 b w "N-tY ,I P be tlaP«Itl n wch pbcm will.. tb ryM-d-way a Hoy be kldkde0 r the wbjawd w eraifk. Bi4mkeu, arra.t+ WII be rwlrsd with !' d PWnkws pbd miatl revels a plma� w dirattl by err 0 r Ery:ra. Np d tM ova P u:m ' M ,va;srrwv<d ironl «te, fits 'awd H Ua r . a ^°t wtl uNtM -d_'w r b {Iattm lea Nat wad hll the t>rWr» d tea i T btvnkw. aarlml, w irw r is kt Peardnae with Vanwnt ARaeY d Traaapo-wliw. wr.dP'd DraW^a O-1'O. N,. I�ka a r Fmiq^ear. I d then a tbt filled a M1 Ilia urby aaw �rsd Nell be Al P re tiled. ova a t rase sie.,,dk pd ape. NaI x rcNrd N tied P N P.rrdpK. aN medw ,re„n m �,� tr°kn, wp,dbd, s.tl.d pd mrkhtl N arerap<e wiN era Imd,mpe" Salim KI, Vrmwd Apt,, d Trprprwla lfr DiN, Di Sp¢ifiralipa rr HiRiuroy wnkh era rrrbomrnsnl. i. not a b m Act d 4ed. W Bridge (aw4vc4r, M1e wtiK¢lim wkt Trm.prtatim BORROW rDTER1 _Wwtrsittl by the El-, enrpu masial WII rot Amr:.Vatar. Tic Cmvab abll m r•.pn«64 fr tb bf vd Pope d era tl gonad ud:l NI wiwbla ne[ra Ira bop. a<wdtl ed k. tk the .-I T•mwatatwn Id••.w� LM vnp etwn d tla m wn.iiied M anbmbrrrU. f la Bo.rSpW Banow br Bon N, m Ne tray anpodonnU a v+.e with motors frpn rodvwy 'car kn nd.k" .nbp+nrnw. vJldo taORK INCLUDED, TIN,b WII mom < aubbiV W w. . d b wenn era I b P p�tY r ea.errnnU �dira d N lk d.omu:y,. CLEARING AND GRUBBING: Ti C tv WII m al rrorsaarY be mPwtl ad aMl d:wu.e d all mavriol, knc ✓x. W buM w b Fiyir.c. Di.powl W rn lad ad:ra.ce.. tl WII b< IIE<cept w rnlM, n.m WK+ mda•dre.,dka w be Wilt, verse valmr,.e be rprev 1, ro I'rsl era wit foe (A) iota. n dipMs WII be rane..e r ,« rwirtln app•cvtl by Ur 6"irr. Ck" WII be dpa n wcnla Iawtha Pa.Vab . canoe a I ,n+p. ad rmU wrthn lamru.nt rq�d-,wy,Tta t N STRIPPING III TCp'A N 9p , wM'< rm,wc4m I. Mktlr'ooWueUy1a t iS ob plI: pa d --I- o-ll of aVvc crnPlewd, A(cte =KI j pd '. I k" im - - wi`h I pd aeoMd rarw.ad ob Pw a Pw' d ap¢ihI, Sxlfm 02b20. tkn' sofa II left n c 'lkn myol t w :ch a:.t<d be(ae fw•.va4r. 02221 1PE WORK INCLUDEv la Cprtr¢b Hal «mww b xpth in aeth irr <ssarr w W b¢ FiII we o ad y a1 ob tapaal m , m ,car m tlr cm�wotL a .". web«tea by IN, E."in.r. GENERAL• The v W aW amwtun Wli be d wrFk undlh N depth U be laid, jp w � W .VucW a� w w be b,rilt N I.e noat� bray.,. uwrknanli4r ou, fa ,IreLry W Nxka, purpry W fa ranw W cnw,i�k r..ot<rial pa abll be d loss�4.a a d irnwr.r� tlr wtpa �e pn d u.. +wcn ere tM n w wn�r M 6< .m w m w mdrial Imp m the 'P rewlt !! ornt baler :I Botbnal of V h« od Pnr arout:pn ohm I(� rearm ro ,.rove, :Ka w ern E,i Batton+ dv.e�n bll m car' b e<PF . p-sole. Ian p-de of Pi r¢f Nd w Grde Pd PPe bedded n lb� wdlWdCeyd wndetp'Itl r t CmV¢ti1D-au' liw1l lMn Ili bid nm w¢.irmn �a setiip�izTswe.+< `gh.,w by era W, b-1HRgrx.-d-wRE: caw djamtu ouW eWceurw x M hp,d w rp.mtipw d m Wn rat b< a'iur.ae. Wear bwwr, r Wm rak r a.munts� N eYcwatime !r u bpuldr. ledge rock Kell m•ovtl w < xPtF d1«<a inhea below T sW avwptl by Iran Null be M;IItl w Pods w.ah Ur ,Pcditl bami." T•+•clw, alv+ll be aprW <t s,ch 4m<a aW wch euU-�t m a r drs tttl by llr Er"irr. ,, remik ka wd ahvba v war¢.a rr¢Itl w �iceaayaa,P« aWa I seer. kept xvraw rrpn the «roved mania. IF l< eYwwimawrPa ,moll m used fr rn bakfill W fill. Sick .talcs IF < •m, ✓al be kw lam the a"1< d repo« of ..wets a<arolsd pd abll be !I rwuQh b �pnt arm. r �.waw�r e.rwa m a rown d Nix. r wr<-<. m dwr W era a Ira oa. spare. P4raraA d beddry mota.e mew b ror•d ban thre"Wy darata<d ,„ Cmvab i, ready w b PP > t fp<dNler d LENGTH OF TIF!C J ALLOWED TO BE OPEN: Ls"N d ersnh allpua4 w b< apse Null D< d<tsmewd by the Erykrr. The Idd rvn<q Ieyth d al wrk in oh tm Null m kept w MM w atkd. wlweM1 rm b. Iaatawa br mo.. d w.:<m +Prnce.. pa lii< like :Iron ee Xkd1Y ps.naW by the Ergier, q al.all iiltl Aria b wp'k slut-mun rr oh u.arksd. I vsnn a<aa4on nISCELLANE0U5 EARTH EXCAVATION• WNII r rw lI by Lb IEenp'rr�, ,the Gnvatr Nal m «cootim W bak(illp n od}tim w t ar 'm ed b,zkrilliy n.edtl w ranodM vb bakfilliy mw b< rM d by Lb FnOirr te[ iw s fa ghr ,<nFwaw• pnyme+ rrq be mc<a w x came d tM Ivdd�Eim IN.im Ir I-s6 dPIIA rPr...paIsa<ax nd m cr+:dred udr m„rllpawa arch a<owtm. a epna EARTH EXCAVATION OELON GRADE. m P- tlr Fryirrr, Orod< - d P w bepth d bddiy motral k N, faedptiarr, It � tl auwt.dlb n -I- depth w dratd<by the Eryrrr m0 Nan M:IItl with P.MW ,wr.e ws I r e eha fi fib fdr•k w a ,w 1 , it n satin lout b.�iretl n :.m ot�•. N fit- is wbwd, it cal be Mwlw pd tf. bw"ht w pram I'ra fa PP Noshes m Mau. m tb Cravat P oanw. UNAUTNORIIED EXCAVATION If th. b+ boor .aro:r,d Mlau roes Near m tb Ce.r¢L prp,iry,r a rho[ P.r+ibsd H err Fpi•rr, It Mull D< w• lrt w w- a tl.e fa.vabl •ePn« ev Millkq with ,«II rarrp¢ttl baddk" rrasbl. EARTH EXCAVATION: Ep-Lh ar.rotim ncluxa dl netrbla M cb..ifitl w rak in N ircludw, WI k rrel linittl wM, :ill^., poa.a.t, Pwt. cIw MIt, ,vd, muck, yawl. Ivdpm, hove tlnale, love .coca, ob bwbr, mawarnf la lhn A wac Yrd F rolum.. al'l(I HDrac INCLu1xDLfp-k d Mntiw d mars. Wdr GENERAL: ok it pwtim d piMite slat be knprclaf e.d apPortl fo- saddiry ad -fill Wb.fws it I. mw.d. Aprara ra e.ddi" ro bakfiu mu <a ¢.uPsXt d Il.e .Vv< r <r Ar.r - IM found w be cart d IN<, xfenae r danamd Mull b r<-bdO�sl lad wM1lwl odituol aarnprratim, Na bakFiNi" w u b< dlpa.d Pw.d� pdnlm P Pry rat IwfM:anlr, w dearmNd by tlrtfr it rfal wall a ,rn�.e.e rrpn IIr rmaeratim Nw nth. C�anW.ts, ud+r dkattl aiaurke M ti 6y:nr, vd d;,Patl rt n .apltlla rem.. Tlr WRrals i+ «apmaiaa fo- tl.e Isra4m d a d:;« sd m4M6y r aaociettl dN troaparwUm b a .pawl a Irna NU. W era fill � aM •N¢kPW d tIr rswWclan nU. PIPE DEDDING• w bddiq Mal M tint mdra kn 4r V F di¢tlYu i¢mt W u.. p•a. d Plwtk PI- reed rr Pw' atom. trsN, L Moll V ran the bdI d err 11 belpu tb n..rt d es a pairs L d nVNwd Msa, vd r P'wkr ppe brddiry w detaltlUn lit Cwdr¢tllproaiga, fa daUle km ,PO'nty ta..r, oats near, P face mm. vd fa r<nfrrsd renew r .wrote aadtl mmPNad mold Hem train, Ur beddiq Mal aW Ken erne bdwm rt tl.e [ranch, A' hews the inert d tb lk apri" lit d IN,W Nat rorkl d wMW +epr, wda� Pewb PP b J,k m dddW n t Ty ConVat Orpuiya. lr PP btlxq 14 rmnp¢Itl err midrra.. sp-i il�amwl�im rsblirPe b P-Nk lfr peN btdd'nY w beef dilisd�mtUai p eject MII be fordfk m Caeraa D-mrkp W vdr tla a¢tim. .pa:rk t d PP ids. Sa[io OXM, 02555, 0255G, W OriGO w apprapriolsww RPE dtCXFILI• Pip< -fill co- W+ Rejat Nal Klux aI -III Pbrat -II tlr PP bedJird b wttin r d fia.ntl Pot r w rod whops w alnor m [I.< Cmrr¢t PmMN fa Pa ur+r roods ad Nell W «Ialtl vnPctmle ap rapers iron tti aroA.im. cocoa wad fP bockFill Mai a Iwbjaa w lb even W mr d err bprrr. If n err whim d lit Eryirr tb M. I. i. mwlemk rr e¢kfiu, w cmv¢tr NaI arpax rt Nr r.kxaa vb a,b.4ww in ti IN, Elykd v F. r df rrWial N tb vrw and Ipaprtioru ap¢i/kd by w. m,q<r' alnNl M pl .d 'n b¢krilU pd bekfill. Mall rut be Noted m irpan races. No .tee kn anew d 3' Oiarletr Mall b. plpctl wiNin 2 i«I d tM NP. Lrgr +be be ustl n w b¢knl Perbtl ere i. edm. afa Npe m rot baerrs , tlsd Ibt al veypdR.ilU Ti I. Ferapnlk¢kfal all N M wbj¢t b apprawl by the Wk•.+r. No 6rkf:11 aMl b trwprl /mm a he"rA rt mrs lrnr 3 f«t iron Ur tap d tr.a Tlr bo3fi11 Mal rmar+t d wro Tyr feat ter Mil slap frpn Ilne wP d the btld"<" mob P Ineipi. d 2<' show tlr coon d lra PP. Skct are..we Weser ro k.on tM. ]• gerrb WII des rk Li N L• rfU W vrpT.t. b o d 1-, d 4i d the mw:..r<rr dry d (1 u,i" the stmdrd Rater Twl, ¢csdiq b ASTn Ofltd r AASHTO T99 (total vsaim). eWaco. Wu r pl¢.d rsefallr w m ra w ai.eae IN r rerx A PP w r reliPr. Tlr +.vd mr Nat Salop rron tlr by d Ur fist ar w wtrvn <' d fYkMal title r w crap wbmede, ndra N + war oral IW xWkt awvoted rasters, Plz :r L• 4n. pd cpr.¢ttl w A _Iy d - d arm- dry _LY uakq err Stelae Pr b Tmt, o-rsdky tk ASm D(AD r MSNTO T99 (hovel w r W W d es rayon)` Sutmb mho«w cal rm k< Jai kd ;n Lh,. Pa +rp :.IPat rpa .a•P•aaA, PreYe4t tern.• raver r «If P.selkd, MeePfool rolls. m wde 4ocnw o- sets wrtm ,prr.mt, <na fs Rf m.rpalr r'<YavnaM1 k _ rdr«arp - rib. v Ol- t n ra.dvr! no and rip -any rdl ran _uWr rm ba 'rape ordkq tyre ,Pcdid deem d Gswlrml<x natra n sums.rmWypem ppero.d+ u th ENrrr, ba d oak" ,trptr l•tli" a inns r nadp W Ica". t Tb .Ana vscF width Nnll ,k ,eniNe jy m kt<d od bwyd b tom. Tyr rrrv.rrO .• rt VrnM1 Wtwen - tw d IN, bockfill N 4a IMI wrfr.,.m Spaifka4pr. I( t .rw will 1lrrr " w am«drtl era - b as __ emit. ,weed doily rwkarsU, Nat be Pov:dee by era Co.trab a ro plditia.ol awe w err Drrs. Tlr r w daritr xtr,.. b< rape N aith 5lydo-d netM1rd d Ttrar, 1-tY d Sal N-PI¢e br lrr -I Cur F"t-, ASm DKSre (AA -TO TIW ) a uaiy I—- nsUoda kn rrr0ous wiN ASm �2 r -TO T230. tIATERIAL SPEGFICATIONS. TN..clan pe-tdw w tb 'fir car<h the crtrzlm ravel Ir with ..drdiy Da pail. pd trP of mawria w a daiwd fa WII, bockfill mlbWrrart opraian,. GRANULAR PIPE BEDDING AND BACKFILL. Wear. refrmc< is Ham w mda kl «tram IN, Nan r w M tneae apainrtipr, it able yadtl marbl fr« frpn debi`it. P, bowies, wim, o- miatiowbl` nasrkl. I ,bll meet <b Pamrl¢im rwirvro•U bakhll mnnee alloaa- Percentape by We:OM Sq•re Wean Sier No. 2- --- O _ m GRAVEL BORROW'. kpnra Mare. k .rule w IN. paaa .;I- m tin PI- a chn tr. aryciriratipn. it Mull nn.n a mars ..moody rr« rmm «It, bon, lay r Piric mNic reXa'nk" ro rra< Nn bx by wegl t Pwk" [b II -I ,kw evflD: Sad Null wna:,l d ckm, rsA dcem4 Ppkr, cif Y POYO fP w me W WII be fr« .run ` -I pronto d Nlt, Iwo, lay, ,Pmic mats r aMr Iarn(W wb.brs+. novel lb Ttlaim rwns.alw (a cad Mira w fdlp,a: m+ by Ws;RM .- rLt-_ - Pm.ire Tote �/2' NOOK 90x - OOf LOx - aKA 20f - AOf No. 200 R - 12f ;RUSHED TONE- CrvMW +Imo a+.aal PpvN, y W-1 - 3/4' abY y 'tl Natbe furnknd b repot mwiteble mole. arwd.d helps rpm, ke.a pwehn;ttl am.a:m me m ba uatl elaerrrs�m Mau. m tl.` ConV¢t P nou:p w rw�r � by tln Erykvr t WII w c Isd, dam1. vd (rr f mat,rlopn, rpnic mutts W Moll tl call cmnp¢ttl n plc.. r w rdrtl by Na Fiyirrr. wro fill Hwy des x a.tl F Ur ,Vbirmtkn d rnbvmYVA, and Mal D< N <d N r< colrx tNckrrw m Nlaun r tb Pwr n a mars (ba will -It in a r.av,m1, wall vad.d wrfr.. Case Nall a lok N elr pwc'ry w Pod di.pl¢irq LNe rdeclY.4 Wavers. Tlr .bra cal a w plo-d N gwiattl tbt tls. will ba ro ap<rarNiaru d rNr lM1e kr3r r r.npll.r «ova d Her. RearP"er.ae d IN, Mgr RII by Iod bbP r rr.acbwrd -io_k noI a rgr;rtl w abtP'n tb apaifkd rarlU. ufr.an .tor fat W filer ,ble w n w b< ly 'h 1st d m ardabnnl, tlr ' a a plrNk e tl ti rm.vatbn d th. anbodnnnt roe» Nau:x wthriftl by tin Er"irr. Ma Her II N ri � amkat . w 1,k Patl uda oral. maw.. II be owe trel raeOaimad Una the rayreJ tHc Pa.t«re wilmx�ia r.0 be wlmrd. wry fr ova Fill Mal e< wpr'p<d hod aaN.d rrA. TIr ,tpa Mal m mP,ln N Mope W Mall nN Ives a IHat dirtn.im kw elan IA d iU II,-t dkvan+im- Tlr Nerve fat WI 4 rmw Y u.e V'ofed free. tb costal b tb Women ww abr w.cifkd w w w form o p¢t nrwa wM n place. Trr brgaeAt d:.ar��Ur atsr Iran I tan b 12 ucb and a lot 50 pn d d alr .br N Pa Moll Iowa 4mt ai.arim d < :eM1e,. bb) Typ,Y2: TIr Ie"w�timn.im d err for Na rev f•:o.n 2 ncra. w dot w b wlprr a IN, INer N Pi. WII row o tat di•s«m d 12 MM. c) T_ 3.. Trr b"e,t dkran:m d IN, aba Noll my frpn 3 tab. w b Ncrr, pd d kmt 50 Moe d tb wWrne d the Moe k. Pars WII Ives o lot dW.Pr«r d IG NXlnea. d) Type 1. TM lu"wt dinawim d Me ,br Mal ray m. 3 Nchw w LO ku mod a to I.�es prra.t d t(r whims d tb ,br kn Par. Nat I.we a lot d d20K RIPRAP: Tyr Caerab Mal 1—— vd plats rprw N r.a 1y cote mrdrmity w lK dkrwwna, .lewlipr ptl d IN, bcatlma n«raW r the Plr, n wdvXs mN true apai(icatkrr r w r by tM E,4-. Tb Nwn b m POlrttl Mal % : - W Moved w IN, Ines irdkatwd m Us P. P m d All elopes -1 mdXaW W P.lecttl w err .rat lii.a bk m 11r Pma Prr w tM placby d nvm. wry �r �prw Moll b. wP OnV.. rogl•, mhw<n gory aVr racloy,lr prae:ml. Tla Ndl M bd, cad, r'.H m ups W u,.aalak" W erit Wk n rotpact fr tb pr kdmded `1 Tyr TIN,Haul Mee oral row o , qM t era trvbncw d tls xiovx d riprpp. Tb nPw, tenplsU N Ions WII cmaiet d aNra tha bye a minirnrwn wl:ara d O cubic f«l,oUawix mead. Tyr rod+ M4usan tb .tor. lal > chkd:.d uPth makr straw w Ptlw o rydiwlr .+edh W mi(pm wfau. Rip r:ap W I pavorY W p .d frpn ' I' b<Ipu Us rivr babe sl<wtm b 4r .kwtim a Icy yaifitl m tl.e CmVat Orourinw. RF C V ED SEP 2 4 2V City Of `SO B Ur/�n9�On OYa20 HORc NKLUDFD• k<a.k r w, .«um prtorw b tb Mtd dim a al >Iam1 even :' I<s+, rw.olm, h bM, rvlwt. W appur4rlvss+. Hw4 NM1 W w ro n ma nosed m ar�eml.«e Aw,ip. > w a.«ten br tl< E.gin.¢. TYPES OF Mn Tro type a pea when nIw W r+d ry a i Smooth Ndriv W Amino- EYt«iv CanupNed Hqh DenrtY Poly<Lhylsle Pip< (HOPE) r m append AM. TIr bN wa- sty paa4n W sbnH me aa«nMY meta be appa«tl by tls EpMr ps w iwtdlawl d vry Pw SHOOlH INTERIOR AND ANNULAR --ATE. HIGH --ITT POLYETHYLENE PIPE.. Tlr. +pci(iratim dsw:W+ 1- b r L, (IOO b - urn) Sraoth -- pId A-1- E<Viar Carrvpam Hph Dmaity PplyctMlsw (HOPE) I'W Mth a Silt T:pM W Leek R<r.tml Joilt Fr uw in ,wlpe,Nse prwitY rbw bvnye To mNimtisn. a AA5HT0 n151• Sbdo-d Spac;fiteNm fr Cma�td PolydMlaw Pee, A b r AA n1g1• Slmeod a ciri<d;m rpr CprvRam PotyRMlrle Pipe, Wb b• (3w 4 nao ...n). T_s. -TonPl-4r. Stodo-e 5pci1itd;m rr larl•lotse Po1»lMlaw Pim, SA b fA' (1350 W I500 mm), Tym S. • ASm OZ311• Sbdrd Prcaiw it 4dr�olFd Mtab4m d TtrynlmbMic PIw fr Seuara W • pfw Ap w AST, 30: Stde SNt;fm ki, %Iya. MwPlmtic Rw vb Fittiga AS a14- Sbdoe 5pci1iutim fa Elwlanric Sm1s (Gwketa) Ir Jei^^Y _1 Pipe. • Pim ad II ttkq molr;al 2 W nph-den , w1YNMlaa nlac[ilp ASm cbwificalim 31<A10C fr <- treaph p-ireh d:v.latra r lX4- A10C fr • P;m mPv/¢1Pad rr th+ if:ratim Nall h w raryssrsns fen slU�r,vtiga ka i,, n ro O -1, AASIITO n W/v MSHi0 MP7--97. ro parribad ow.a P MI klr4 dwrl<4rs. Rw rw. "I W ro Ira. I- - d narrlilol M;a< tia.wv W raw a mavwyl N X1.0 feel bykq l m 4- b -ish ( (100 b i50 mm) dimwit-,, tb pm s,mlim Nall W <nwlM1 s W Am W Eatrir Canu To Hqh T- 1 PaY<lMww (HOPE) Pim <q w roryslil" K MSHTO r) Type S • Fv 11- b M- keM1 (300 b IMFmn) eiP.wtra, w pw wpplid .hpl W krt-s W Amllo- ENa CarrO Han Omrty PalvetMww MOPE) Pim mrt b W rryi.rrlsda d AA ) fR it, i 5. r Far S1- LO- Rn (li5o le IS00•C-T diorotr., tl� Nm mWbm WII b< .nmU Ht ,;, E<t-br CPrupMatl Hy, _ .. PNYsIMww (HOPE) Pim m v. fro raryiml.w. a AASHTO nP7-�, WaYmM . nonip', •n w« it aw b1 Brim KMI rot W O.OIO. FITTINGS- Fiats allele raMarin la AASHTO f n1s1, lL w fN7-R7. hull, d rt4p. WII W waldd m fro ntarr ad ad.rlar a al jPk:um.. JOINTS. Pir .tall W jaswd wit. btl1-N-styes jain4 -11. -TO nTa1, n1g1 r nP1-a17. Jw4a WI - Upm W Imk msialmt jwrt. jai1 1 Null .Ir-pars. s portal -I- F- w raq:.a.Im4 d Asm fen JI rlt lets W IaN, trNI N MSHTASHYO StIt co,attel .IFi NMI -Heel- d L'pH 1Nnt pry % "t-e odPd aciflutie. <v Hyrtmy pe<, Oiri.ipn aI GwWI. WII W Mldld by lb P mo+,fcb,rr W rend with o rarer k w Owk.t i< roe Inn+ deN:+. wen 4 scars wpdid byres env+,!«ter WII W cad m w pmkt W WI1 dPkq ,w«rlblyy� • 5naotn krerim ad Arr,l- E,lrw CrrelpNd HOPE Pim .hall W Burr -Isle FA" w mewfct �Flry�rba p-wM ep•N. A terate a�wol. b arwM6larwr Wfra hie da4 rr IWbtrm andIN, 1, -°Eons with ASTIN D1311 w h W s,tsptim trot Vdli.W o-a MMI W arts !rat (0.3 ml fr < - b Pm W ID'(05 fa 5 W rd Nm. • B¢kfiIt W p wits marts mr[:q ro rglranel4� ASTn D131I Clay I, I wbjsc-b�la rwvwl K tone nE'pi•<r. 1 be pbretl ir• is II r a m sSE Mmdsd P¢tr r m da,WMd by .l,rr.1�<°hn th ran W wen a1aa01 b lit- ad w.a«t betkrH -a.d tra .lair Th< VsnM1 w:tlth aMl W arty Wfr Pw aw, 11' mlatle ei,ImK- W fr Nw rw W b 6W. UTING RPE• Slam tram od twlvM. WII W crostn,cW m a Vann NWit papaw W baddN w alaun m the Caa!«t Awslps. frcn w WII clrekd jaw Pip b byiq b alPna l.a rt tar N dI tint W ALL d+W MMI W sod ..< w INrada w :dirad m tiv c ar«a Aa,,:e.. rut 1p:d. wMl b. t a n e.e inw<, NMI W rPw;,.aw. Hhn pm i> b W bd withn w sbb HglaaoY ROM-d-Nor is MMI am W Mlalld :. < .cifimNau.tiv rs wi1th raryb'a.vd> N Scrim Ld d ro Vemwlt Hplaay D<poV.lml i. IMall W ur E by ile 1 .Alm mlaadkp Nor iron eeliwy trlrrka ad nlaFi Nw b I. FM1 HIWhweo.lald P I.r.jeasd fro piwr, rru pm WII W mli.roe M ih. Cmtrocv b [nary°•. «paws. Wbro vistiq pm I. b W .rb'.I.a m-laid od It Wraw d.n d eve b Ib F.Itd lro Cm4c1-, A NMI IN, rm with rIw Pm a fro Cmtr¢w'. PIPE BCOONG• Rw badtlkq NMI W w awcl(wr n s O11HS N t..r SPaufnsUm.. Rsidr<d rovs4 N .rIIMt raa.d :-:;petal mMd pw MMI W bddee tyro w WaM1 botbm, A• WNw w Yrvart N Lb pm, b w aprfp lire N W Nm w;M vd r -orb' pw bddklp w saw""4d n fro (eNr¢t Ao••kq+ m .I.eII W bddm Ran w Vsn11 Wlbn, L• Wlau Nw ilwt d w b L' eborr W vao•n d [W pip MM vd v prwlr pm, badd"<q m dNa40 n W Cwrr¢t Or'o•uiN, Borhfill mats fro pee Wddkq Mdl W wilmb plwrd.d masts rr« d .Iola Iran lro1 3• P.d NMI W vlenad rard:q 4 s«twit mlrra a tb« ,pcif:cdww. nAxNOLES, UTCH BASINS AND 0(HER APPURTENANCES-. pww, w Csdr¢t- MMI fumi.M1 end nNdl rrlWolr wl,kh r wt try rsyimrltp d 5«Von O3Ap d tle<m� i(ird:Pw TIN,EPNzb NMI aw rvrnM ad Moll <dc. bM, urlr - m W pbw, whch reset w r.Y<rarrd. at•m O3W1 N flaw • c firatiaw. All elmbb p witch bet .ta>, ad arar miralaw.,. rMa .I.ell W fPniNd pd ew1dW n � wiN 5«Um O5550 N tees Serif<aew. �_ aEwOHALLS• Tb C.arNr¢v WII rol.Irvct pw lamwall. a W brel;or ran le n roa.aMNr <b« rmronNlr Mtn ab I've, pradm me ai.Imrww NaP1 m w Cm4act 6wilm - w rdvd by tb pgil.er. Ibmwab Neal W Ntlr 'fiW1v dmip.m mµalt caotd, c>.upMd pNrvliwd meld PId .ctiaw r Md1 W a <av<4 rowuvctim, w Nau1 m ab CmVat Aauigs. 0 yaws. m pr Salim 03300 K I- a ci( uw oza3o r>Fu<� TFR H(JRK INCLUDED• Tb urork nclude, a1 wrk rwc N- b PwiW a almb work m (a inNdb4an N ppklp W strvcbrm W Po4ctN tb urark from dvnpe ra«d by watt. �wCadr«tar NMI a Na vpae slaw a pwelpsq, N Caliq r w, W u. err wnc •my puns W feurd in Mad a I<dr [hi. wnVat, vd WII form all pPnp dhr uark> b keep NaM vd a Div er rw1.- anb Nm Ira Pd .N.,<tarw ad Wir rwdd�m+ �< Wkpee.iit. N<WIY node mo,ar<y NMI W P"Kat4d ire^ dv^^Vc rawlt;p Fron deualr"rq wok. W use I row. tv Pavr, r by wcM1 dhr wrf ;rat me<roda w Nara q Irmocad by 1 Epirr. Tro CanV¢to WII a N , w nw.t p rnl<rY w W1 Nn,cwr w111 W Wdt it the tlrr'. E«ewlim otl VscM WII W Muatnd where rPue.¢Y by we d ales Naive, pm :vdctraia, r by u,e d well panty. Piw u,ed fr ,v.dwdraM >rol1 W d Dope rx b ds••.ao' VssN fa pop, No�a,n:q ramtrv< •an wrk. Piw NMI W <e.Iwa.e mKa, HOPE�dPvc, :.av Nw<;rbd �rw b . rewl.e� yen W W r �meiu,.lel a.pth w 4 br w.rN a We er Nam evert o- b•w1 If a usNl Pad s»win ;. umd fv ewe-iq eacwalim, well Pent. WII W .pacd N Nirm b e e h la thrapnlr de...w_. w rowWclvl - ALL rmr w dMme occur• IiaM! w lM Vvcwaa atl� de ap Rs.leval IN r: n� V m d .bbl< OVw� wlara fa ppvq r •Wclvn dpc. rat carl+uWte adayat< ivl<plwn rro Iwo-«v Wu rm:,h, Mb11 w mpnbn� It N_ >»t.n+ od P<•wkq nip •:.t�i�•r be wdt 'peer n. tail.-a<� -It mmar<e. TI e�mtr�°vhalwall ma4nwlt +Wc o- all Piw r m¢Wve that �� wvte�a _ irow car . t r ad<aab mwµwalt to Noll fr ti Vssb a ad vwmt•ew _' __t", �a in acn ms,s w w• I wblic Molth Iwr b wbnc r poprty,o k meh.ilh and > n prw M <«: ry °fare NMrww,. uaa a aprle tb "lit. Nor Y.. brakiM r oohs uplsYlrwn V �1e> wrard;ma Wu W alwd b a«Inptir«ur b a, ran Naiape I.ee� b a .o-ePn. r(a wad ei,<r-oae aMe the ePw,ld < wbwarrt r1<Iarr b < wd Nlwa•m n hys prwtl opp twbitl sV _ urn tiv II W eeryid b 4ton I. a lar,psrY aadil.mtd:an pod v mend o-�e b Ep:1<v. pm cerlpetim d rvw II lsnisary aadinPlbtim pods wi11t W fillet wrtM1 M•r marts PId fro a4 mbrd b it. rip:al tPlanim. NORK INCLUDfpD• ro I-— > `IN.dsw a mP<,er p;ra adagM< tw1 �1e mn<.I,xmrrr¢. rwm. Nunn 7 uwdo- da» dl- Naiu b hxsd m trs Project, w CmVacl- .hat rawal Rd .uaen Pa -less Ne wPk .hKl W M-I.e m rr. w.<n nd•Ir w aptibe b idiu4d by tb IS-, s witlrn °isle erekllye crr<wh udn lb wVo, b W maNWd m tN projct, rays e.m mprar.d br tb ErlPrwr•rwm TN, Still. Mew rthrity b 1 tlw wrfas or K -mbb .rtn mat- vperd by • an, berw sd fill tear wen Pd b eir�l w relN¢l- b erwds :.e.I.dbb rw;m vlVol mewPaa b -event calo.sroum d djevll .IMI k .sot W linitatl b <. ray bda tF fr , I mate lb clop., eta W aTiv W lb U vtsN rmrdad deasdHa W � ucd by w IS,Tla °yore d _z , Samba. Itwlcbq, Mtalla;m a roan-- .bbry r dawe vaamad .Iab W Wti- paratI, w tPa.•1, will, I- dhr rb Ir .� ad.m rPdxim. a.«bp aroewt�il�a,.p.w rPl.o-«um aim. ro- m rap idle lsgth N lir1, W rrbvMlmt rsa. MMI W Mapm n mP.wr trM w of d aret- ram W iMrrsN.tl ,..e e b miD. wily+ Ismt -eaim WII raw Sbm erdna MMl W M411d w .eel m poWbb a n r-rYs'p Uka rvpFf. If Wx prerr<di« r.wmro Nab fell W m ggrriab�a srlw<e a irmd;a�talyab umct b pmwR rurlM rrvrm. rove beet rpwlrvad ed Phil vets m a..dd .lam. - m«M1y -b I.nlsa 'reswiw mpovad N u,r nwchsdw4Yaryipylmt Nall yet W n ar a:rad b t trrlpas rdw..M and pmwlml r {rIIPr'rIt a>. Riwa, .lrvlw N iepaMrslts NMI, w im It Ill. dlau, W clso-d d al INr urark, P+q W esbrh ra,r sY W raraVVCNm ep'Ipdiana. Tro fOIV¢lr WII arfsm a�a fro storm war' W rr;m apci(irdela N e.tal. Man ro CmVct Aarip nckdiq e�islVaell , nlalnlals.<. pd rowrl K tr.erarY sans pd n1d pro4tuan. 1J1 ffi WDED• Tb CmVct- able fwniM, M 11 b morn W ¢.o1<t�a w sd•u1d n w CmVecl APuip stl Sp«ir:utsn. MATMIAl-S• Rpr fr M •I,at-tits. MMI W d¢l;H set d tiv Mitbw clw da<:PMa0 m w p 1+. The m<vm<n «asNd4 tl:c6xw Nm NWI lee lh;cM<r Cb. de:p,ald m �ro Net.. n �moAltds ad WII terlfarrn 4 J, RaamµerS._S.. el o-dMw4 Wlf(.ra, GoCaly (.A C51) AN510-A1IIH Gmy dL%uPw FNANSI s d Ai0 (AUIOo) _a- bm Fitiq3 - tl lifaW OLI MI aANSI 1.Afcdb,W duk I- b ttpa All y l pw joists, sllal W w wits-m t-, eupa (r JIM- a rlliq. W m wl:cM1 WI W nlcbwrd joist, un1a,. Mel ativlN« m w Naw. AH rtt"T Nall Iles by lnicbe, W rvtii a carvawa twdwm:q b AN` -d A11.10 ob puts-m jsn[. NMI rodw.n b Sectww II-1 ll<w•yM1 II-S W n-7 tboaph II-D d N1r A11.n. Trr a4clricpl -All a W L I W 1- aervira Nall W naii tI i Lid a rl Je:lt. tlealpt w a« N tl.r t�i.e a'atlpeA a a¢n jails r wit �<maalim nor. Tyv Nc iW raducl:vity d pPdM rraN al <a••p1irP. «<. W . MMI W ma:dan.d lleaph w a.< N rarla•<tel .Yens. Na ravlkq. NMI W meta a sly ,air m W Its r dl:lae w.w< a:tlaa :rarmr .q p.s.rww 4 ,.°Ilan aI«Ir,mi vrPw<u.;tr. f1cM'vd Jain, erUb k•m pw .rlall W w Whel,.a Gba dcalOated m w Val., W NMI W MIMId w.aa ap«ifb0 m td, Nora. sp. d(piw. d 'rA tistib Fan pa NMI rrewm b lW ifiutiww it cUH 1.Nw. asset to- fittiga WI W AN bvr p.Il with bdy tlNrbs od rdba d1<v¢.� •r< SI A11N m d jwlts wAcn Mall M e wN Scnm.11mm-1 tleaph I -.` d ANSI H51 A11.11. ml pm P<Idd eFlt�tkllYs WII b, rwafacbrst by U.S. Rm od Fli 'l, Cps, Clan r INSPECTION AND TESTING OF n TERIALS• MI wit wv1 pea PId rttm +NMI W ten sd tetd n p�srevw wih mowfrbrr'..p«;fimtiaw a.dro drarlP<:a1ad AheN c �dima+a. [ CoNct> alMl f:,.mM fr rnNfi<aim r.ana pm mP.,r¢ the aI 4.t. b.a b.m privnwe with win «try yea ..Mw MMI W Mtald withwt W 6gi.wa'. severs. HANDLING• Pim, "Al"_ W oruav;m .bII W c-.fu11Y hmdbd b awe evnaps. s w� a �d W b t •rrerk by t� OIPs1�[ro Celtract- KMI '+Play Nw r rasa W aK«y« ,a�im� Nl- 'a Mham rwblld, d ro ^pW qus Tro CaIV¢t NW W fat M1M tW ursr 1 d w b wow b-At,lb od ,pscM r-s Mleve W ti•sl n Ivdliq. NMI W dares with a melw'le larALI ,dlael uU- NMI1 r 4r're mmtsd b W rK vase m dl«wi« wprerm. wt skis W s<aniw fr by n,a:q MI Nm raMp pork+ .IM1 W raj«tens If ork. car i1 w ' , w Cmbcb moy, a • vpswetl Mth the b ova a rw Eigiwr, pcued( M< macFd mrtierw a a ell t 1u•e, iron W ri.ibH 4 the ve4 W use W rlvld port:wl K W W rttkw NMI W cHard N al fa4rrNpl mdt- ad dsbis III lMbl Pd Mv11 W 4eR <Hm mnl w d rupblr< br lhpQPr. LATERPE• P'ae MMI W cad M1 lbm� art ben Pr<Prbme m CmV¢t A,suip. w ,peifid n Eoch pee Vol b im W °ode vd r sae or b fans o tg1R joist w All wldla:m d Pm MMI W ear s1 rawdo.re with ANNA Swdrd CLOG. Na~IW shad M ta.aorrvp uwtrtiGht Pb•ps : by ar.rtwproradWmmad. tl! Res n w Van nark i, rsanwd, W Nw .hMl rot W rawrW mul ell ev.pr d uratr m ,Ip lro P hen po>,d. Tore Null W a cliel:.<n N r< f.d d corn m al b fittil , Tb Pm arMl W M411d n VsnM od a lro Its W Pod, .Ilpan m w (mVct D'saigs. A(ry � (bctim a jasrts NMI W wilts w Imit. :! �bv w f¢wr. ppiq vb aiPPrtevna mmrc4d M•iPnlrA W wpmrtd m tM1a ro +Lyon wN W inPo+d lb aryiprlmt. (If w aryipyslt maaf«w� • .etc:f:rwtew idicas trot m toms ¢< rot b W VOMrcd, w CmVabr WI ab..it r-u"fleas. d ralN:vne). TI.uN�bd. r bllm tie reds W1 m ell yLam�tse, rI«tp Ibl/�' r Cva WII W td,TI r•aure trot rat vans n rmlxt with rbgea, jarrts III -Ty bolts. e raryirre vet a thvat bbeka os ndirdd m LW I—- Dew,; r MMI W m mv.e..tl IN, w ap'vl.er. vela-, tW use a bl;fFlrmt tM �YN ' pr,.q, tb Cmuz4r alloll ru.niM sd mnplrs, ir<s AN Vaalrq 'MetY ,w•doM .l.dl W n rolfrl.Ivrs with my aml:rabb Sta4 W Fedcra W Ise. walkYlp m « wrkiq ow l- Kt- wY r< load vep[ w nay W rl«ewoY Epp �eck('illd� wrcif b a depth bokfill +matrM w•II W perm;ttm PIPE BI -- AND G( FILL: Pim b �:.q ad bpcicf ll (v cll u•«a :�c, m wba4e H s«um alzcs. w ,w . W w"e m < prPP.d ben or A' m to wCm�e�Aouilpa, NMI then Pravotadarsd " c pi,,c- b ap 1_ a :N w W N ne Xhm 3' , I lllm W N«.d �d1mnlPac n L' IiRs b tA' �+type ki b< orb-wf¢e, 'n mt rduud bemiq a atonpocu« .Ifat, lro E.piw Nal1 moles a 1FiewIA de b wbtrar fro bmdiq ten W rd•cW. mY den r�'m odt5«lien 022L5 fp ps<q vdt ,mY ,avbga tmwltiq (rwn radurd bddip wlwi �< b lro oa<.r. ,FIELD TESTING• E«,w Nbrwiw Oir«[d, a NMI W tmtd. <wa lad it ,, r Wddd it rorreb W mY umaa! v:viq aroll W Iatd pis b f Id panpon <Ip TI< ColVal- .IMI rwrkM NI pPpe<. amtsq Nw+. cN. Rd all als rsa.o-Y .ryiPnalt W labor b pv(wm 1.akpe W- w a rn appro.d Isgth. E«n wIW «c <.vrn K wise t1wwW (wt«K Pm ,bH be aw.d. .,M- r.ryi�.d r> ca NMI W pal�le. uI w4q KMI W r-d«WA:I t Issas a ab Epirs. ero I1pa� v aroll etas w b tap the N w a tb hph Part 1 an od arMl plw�dla <A.nP <q b to rNPe. r blaaorM1 wdd d npN Pa;n4 moy W urd fen or relw,a in lieu d tens if rpord W w �qi"a. TM P+r••r< b lad•<pa a I"prMfonrad m a cm'bklm 4,l wn'ch .1pll be fr cp eralim K hovel K -.ip p 1'00 MI. parr „ mPr, i1 W M a the Inset Canape Nall W sears m the yoAilY a uatc lhd mml W wppl;dt Nb the wuly lad Pw b mantas t,1aa41p. 4al pews dlr w P4. b bell find od frobeen s<pelld. No kwtdlaim will W ala.Ntd if tb I.akme i. -aa- then tlloa WlarmsW by fro fP.nwe: S13 fPl^5 133, 100 Nrvs L is Nbwmle 1aNp< k1 polwn pr hwr, 5 i. IW wgtF N piw bekq 4.td, p i< lb rlenMl divn<eer d the pm n i.cM, W P ;. lro awow tat -area n pa•<Id. pr q•as nc Rope. Sorb .cairn d Pea rat Mtbr fro p.a.a<. o- lamape 4ata fro CmVacb alloll a.wytlNq rlarewy b bcela Pd mean a raver+ w ad¢l;« pips, rt4p. a jen4 At ro upswe b W QPs. Ir r- Pry revs. w r •piny Nae av w flsa�irlp P«dra, w cenNrty rMI .awn raapewibb ro- w 1i,rrnna.a N 1b MMin w aWw ..ryia..m4. d1NfECTIW: Nrieot•m d w u•al.ar - 0 �ted¢•Vp s< atr w .a; IS trier laNd vd fl•rNrd W s c byab4kd w eKr..I.wd by W r pe'.r. Tb Caner«(> NMI iPri.h ell bbor, p•ipm , mpta�bl. ,<d Iwh rouwy 4 a«e«t w p•p. w wPpt.w1<.. n s"� Ma. ANHA sword rr Oi.i1lclbq Harr fMa CKI b4N mast. Tro toNisra•n fW rrlathm YMI W rr,.we P.er tb wprviaim N w blpiwr. The gird«lien wars.. NMl W dasrrl aruplabla adv Nt- amble. d I••al- frv.. W fluarod tiairrtcW vain Mva ro sNdsw K b¢t-Mapicd <sdonildim bored m HrtU Lv.pm4rle'A laNkp r 4Nip W „.athar maravetl lab. -S. NI w1ra. fr ,I,et-Iro NM1 mwt the rq••r 4 N Sactim ISIOo. HYDRANTS• All Nydrm4 anal I.wd w rarylrrrlmla N 5«tbn 15104, PIPE INSULATION. n Pa wM1ara tM1ra i kvfrcimt cart (i.e. W. thn rw W sr Mf iraJ eu. b ..as m Midm m the Cr4:< Aauilps, al am, rtt q lt<. NMI W iwuldad•V Tb ilaubtian rat W d s,uvdse =',A aw d tare levy.. d 1 iroM W WII W ilsbl Nimr< wits W mwf¢t ar Tls mubIF AS IN b< Styrormn Sn. sd Null M raryirsvlalt. dL11-13 od .I.aI W r mrwf¢[Pd by Ow C sal GPnpmY, nelad, nicM1pm. RECONECTlO1( OF SERVKES A wa+ b eiN war nvl NMI W rrmlcld b tK nor mail with IP K q•ol • u, ad WII W pwe,d wi M1 e erpo-a•m ,tor r rare m ,IpNir�le. 025Ys f < ✓T Neu INuuDED• rW �.uav WII rP.k.h, Mbb ad tat aI a.aer meta ad wPntrr.re> r :dieald n w teeny«t Asuirlps ed zp«iriwuam. nATERIALS. Pipe W nvati t fr al frurvw ,I.ol1 W PVC N AA CIm. 150. Pm NMI lb vary wrlm4 d A m -Itr MSHTO n15D s•m Il.I ]A'PNY Vkryl ehlmee (PVC) nPbstic Pim (5DR-PR)' tb Ua-Bull lodPd UW-B-1-n, w A>aN StPtlsd CSOo. Tro pica NMI W r.IPaf¢b•rd F CM -Al r ASA-B conpall•Ida, wilt a rryNo-.Iaic eeyl N bwia r q� 4 OL0 p a I2 T A(1F W MMI mHrml,b 3Tn 047e1 ro.lpmm .. -ALL pm W raw(«cad Mlh r4ee eewe.a q•al b tllas. N d¢N4 set Pm :w rapli,m NM1 W W pmh-m type sane .Nmw.wri< pwkal• sr.µ rr a rttkga vb wlrw wl�cl, NMI mcjpNs. Jon4 Nall mM LW prfmmn� rarysarlr4 .pcirid in AST. D31- 13i. INSPECTION AND TESTING OF 11ATERIAL5: ALL PVC Nw W rttirp. Mull W td W lm4d n ¢r-dvra -th the mavf¢Ur-'+ aperfirdiw W W No-m«K:o.m AYY(A 9psciliutiow_ Tea CmVaYar arlall fPniM fen ap,prer.t, rartifkd:m fron Pm mmafactP� trot al tea4 Inve br1 fwnad wiN rUKctry rra14 Pim MMI rat W M41W wiNwt W DpwL apvrerel. ANGLING. Tro COIV¢lar WII W .apalrbla it al motrbl iPniNwd W sin ad .hMl rapl¢a a N. win eprwe d1 with _NA toad d.n d - -.1 n ma+,f¢lPr. Tl,N WII iro1uW tb fvniMbq d tll IMrrol ad Imar ,«yid to- w ppb<arlmL d imtdld rtatcbl ti.<owd pio- b W fits .<eplxe d ,lark. The praaaa eb N:akape teat. WII W prfmnm m ronbiwd teat which +hell W far a drdim K Lburs d IN mma eprdiq prey n the Its the a IN, l W Ly .hddsfi,d fro i•m tr d •.•alr -It W le<ml<rllm ad w - ham. b .Iale Ie,kAx 4� W li b<<Iu<vtm �f in°ee rtllope i. essay then tbl detsnlirod by lb Iwmub:la rly IP1^S • rba,abl. -A- n tF1- ^ 5 i, the 1 d th dP m dWip Intl, LO :a ro vn :e.wt- w tIa IrI�P kaM, pP „ wmape 4st p aal•r n povds pr aq•o-e ash penes 5hwb vry :m K pm fell tls ham twit, lb Codret- +roll do ewKl.:q b locae W ern r rap ace lb 4fc4vs p•pr, rtliq. r joids d ro < psl« b the Ou<rr. I! fr m he Fe.Meld aI- the lraparq drw, the CarNzb WII reran e,pm.ible the tpNr.e« K the Its w n the mere r«y sw14. DISINFECTION Cl LN,roM,ctd dl- tb M;N«oily 4>4a PItl rla+roe me a <I.m ,1<.an rabid w 4ta.niwe M w Erq:w. VALVES• All wlrm far farrows. Nall r.wt the t•aryirs..m4 K sac4m 15LO0. T N o u,rorr tram b clwlfic:alt rw.r Ci a. law tllm fi« W aro rolr last) NMI W bwlad. The kl.r m Nall W d vdd Pe»tpav oh mel.rwm wb1<.. N 1 irate vd INd ,sWld al ,anpl;ars will, lb nl a dMc ti Tb irar IId�W Styrdoon Sn, W ti,, atrcgmwt the mm « th «yir<.1s14 d ASm DIL11 W W I W w Ioarwratr.0 by Dw CM1snkd CmwIY, flebd, n pm. 075L0 r<ORK INCLUDED. Tro CPdc:v -1 (•< 1 od it 1 al Ni m, rtt:p. pd drs ma-M. rocs..vy (¢ w Mldlatim a PP+tr aaur., fro ma,w, ob a1 mpurtrrlt corl.trrclim re4dd tfrab ialdiq chirrvt•s, .erYics trrnl bwAa N d w Mir rorail.Troc�v4t praanwpc" 1- MAa•.ily.n4adatomtiN,p,it-y apcabn TYPES OF RPE• T_ d Nm wrrcM1 WII W uad fr w wisp prod wick ra w allow• r) D FL79es5 aWYa sae wall pw nlaatiq ASm 5p«ir:ral:ow 3p31 PYC SEVER RPE• PVC rur pips WII <Prtwm n al r<apec4 b fro blest r«n•m d - Sp<ci(iut;m D3031, v Fli T- - Pawkryl 5Smsl.•crfkdiaro fr SOR X Pm. - PweFIpXorl - d al V-1 wASKm) A ad ILL.- MI W 1sly m w nmH¢wsr'• Neew W Tradarwk. Nm.nol Piw Sw novM OripMa111l AC NC Lmvd 'TYw PSn SOR X PVC S.us PiR r 'PS At PVC Su•ar Pips' o.rewtim Asm D3o31 r rL7a Joids -It W Mh-m trp. � elmtp 1 pars4, W NMI -fop b ASTIN D3111. Tb 1aN NMI fc- i .. Till, pia a 11 W flcrliNW In rvnM 13 rest lrptro. Su(ficimt umbra a Nst =w W r.IIY ,ALL lad rttklm .roll W provided fr u« a rtvdab, chirvs», II rw<xtisn will rq,iabw u« N msyrctrad "Its- re10 fabr:rald, .mdle tvw unwctwn. wi cmrdrd eceplabb. bP �f:top Iwip a p«k r dNr kk,t,` r wNcwM rscs;U s asur< WII math rvJ«W eel ,snare fr'an wale r NI (b u4 re 4 W n.ad. a 40 b lb <arrlM. �b ern W«I M ut W b W ens r tb f¢t-y bevel, r al nt-s Wry., nwmr. N Nat. a l,vniq mrk m w Pw bKw m.anblirp. The pw Lima- Pd- th. ap«;fiwtim WII IN, Mblld LINA w niNd eer«tbn, ,..o•nd w swiss IN-1 NMI W Ir. Net sa. D.r«tw1 1. WII W prfonM m aI r1 pw Nt- W F'ral b¢kfill b barn it Ne« /r a bent 30 ear,- The all«tip tat .IIo11 W rIn aaiv a rpe WII r rrlsN'rl barite a eia.wl- naval b 4ai d W 'rr:e< ew.Iat- K Ip P No m«hv:td wllp eaves W a..d drip aro 4f1«lien le m..t:q w aortal trt NMI HW ro-ers..4d pd r.vlyd a pi, d. t rya moaob war Nap �t N alabds .W1 elmp a..snblY meta W aaararatl by W Epnr prir b W M41bpm d ern pm- TW CmVzb will wb.et unifird;m Nlet tW marina N <wlaV«tivl law bsal ampld, .it ad W nest al tb ia.w14 ncl,•Fi •Ir IL IIVtMt :I ereraPna Mah Al- o3o3.r r Asrn FL7pir al pw ad ruiq, b W kltlae.e 'n W peJcl cask. PVC pip .b11 rot W YMdld w t1a tPraMure Nam 1 31FK PVC pw mots OPF. Oriq orb •I•.otl�, i...eHad. E.o-a r-. i. rgrlyd ,dIP1 1polp Pvc vie. e,rilp Lae ar.atrlr. LAYING RPE• PMs NMI W lee a Vetch baron vd bd t Aadr, m Ily m tb CmV¢P w if:d n tN. a«ten w Nall rs abated jest bens 1a1'i9^ fsh w WII W lad VVe ne od rb r kid w b farm a tqM hill M rrl mjailiq p•-- ._ �_ __._ __._�._ Tra CmV¢t- .Ian W rapawib4 fv fro wife ,nape d ma -:al PR;I it hen best Hrw< W Now rarys< .rvica unwctiww Nurprad i1 tb rPnNNd PeJ¢t. ...rdw .. k r.rNan Fls.a. woe 1.utaNlwa:el�111ti- rol W 'ca alr�wvMvw -b eMI W ksPt mW K . Lit, .sm r usrc:+p err WY as Is:e -r mrn W pre eq I�n N«bp ,Tmlw n Imp.p Ib¢YHN Ir�V¢mnnii4d I—— RPE• Piw NMI W lud opal a trsn. bdwn N ben -<prd m im,<dd _ f w«�f a dsµM1 d pnrrlp m al m w Cadrzt Awiq. N m .a«irid n tn. rctim. Fsh p Mal W be, n. W ads W r lad w b fret a tia2 jails with rw t djorvp pw. Ala. ei rbvnle od Nom wits rs.INald WII W wad wits .tappP. a by MI Nwtdlalim N pw WII W door N erg>dolu wiN UNI-0-3-TT. ar.allY sff«Uv, natWd.. hre rru pew re b jwl vistl�alw, Ifla Caltractr WII do wish work m ;. rruasoy 4 nlms ranvc w.n pica kMkq I. rot _I Y 'n ap- , L apn aw N tra WI~IW cbad by twnpovy waloY" H a M dhr gprarad men.. r FROST PROTECTIJN fIJR SHALLW SEHFRs• sass winL, s-Ibw then /1 Its N r ,r,rlFra Ftitdatl m w pm, Wnpn4c4d ape;rlFt in W VasINw rsa<rW, NW NMI rot W rPne«d PM1iI al deer K wear m vq w P MF word. Ir«t�� v1 K Y thck xyrNoon Y1latp 4 w h a width K 3 (wit dwrar<r. Mich eve i b Nwe4 a� 11 W Plocd Tllaa aIIMI W e mali.Ivn d rya its-r< k.cM d rev, m I pee N rltilpL Tro pas Mull W Mblld i1 Vsab. W a W Its W �ma aIIP•.n m w m L' ,W.s w rio.v,d w ors Nor vraactim d w 1' 1Nl i...wdiaslY share W vet^ b bv1'^m<. Cos NMI W vrvam br W Cmtr«b durip bockf•II CPVrct Aauiq.. •.r1r' dKl«tip N fonts W wltM Ira Ikni4 ifid by W mPar¢wr. Alltppq W ,mv4- IrPTactd b 'arrlmt .,loll W Pd <mVcti^'I a'r ra atyrofoml Fhmta 4 pswnt da.aw b w NretF. SL.Yrobon Sn Nwsl. WI rrla<t W « slragth rep,ianm4 N ASm clvll;cal anavaT+d r trot ro . II W irlpe+.tl m W pr;Plwll. (Ir tW ayiPllmt WN<de W Vrwre.rad, w D111 sd NMI W m mm,r¢wd Dw. Cw.Ipmr. nelod KcNipvl. mmufewsr', ,pc;fnat•orla Ilot pw 4m. o-e M b cary.ty NMI aeon rarurnasl a r-.Iplimta). least bckiiMMI W Mtd1m m p a tees V:W bvW daft«tiq v Cos ,roll W lekrl b UL, t-w (1sge, jen r WI4. Tb rayird d tleu.twbocks ve M;rded m Ills CnIV:t Amiq. r MMI W m apprwd by eta Er.p:w. wlace u•br< llv use K di r type. N Piw rerysa joniq, W C Nctar ali rP.dM W Mtal al rotor.-Y edmtra. ALL anrliq -t, .cad -de aro11 W ;n vHanlona -IN1 Dry amlicdb Sb4 ,M FdrW W Ina.. PIPE BEDDING AND OY.GCFIII• Pw Wmiq W b¢xrll it al irtarnim NMI W W be ben N V N m :Idirad in 5ctim - na .loll m it e+osd ad r °only p Iletldp ad mia.twae far pap- aipn«Ia Pd yens_ Poorly sae bdtliq, w :di<dd m w i,IV«t All -1 .IId W plored r to^poctm b rrewn a the wiN <•I mat, cosa^iq NPw pr UIm 3' .rIMI lfal W plo-ad W carlp¢tm n L' pf4 b 14' avr w P wr(-s, n-pbc< caditian over red sd rest, w F,giar NMI nla, m b ro beddip «ry ten W rd:•cre.All4 NMI u,eatb m see s« m ones fap <n ad mY .w:qF rewroll ryd Irta.1 «d:•ced paddilp WII yours b W Qwc. FIELD TESTING. Esteµ m allPlube tir«Id, d ta44. Pi _Ira r Wend i ate wlpeW b brkrll:p w Pbci.p N<<e.crds od mY a<po.ed sera II W 4+t<d piny b fish p twi,, Tb Cm b WII 1- - 'p.Imt� 48r b pr(sm 4okope W praaare rats v1 ,clew K m<F�oveC tn. v thorned r4. a N�IIm W AN w:.d v -1e N e Wb1 e PaNmoN ld. rr mtmh. r-ductd i1 W Pnaans a - Epp- 1-— roc I 11111111� w hph WiiA ero �11a % hbl�tro +bp na rp rN n I,a, Lena IF wwr. 1e.era 4 mar cad Pr ord by t Epi.w. AND ALLONA<KE5 FORVITY WEu,ad b «rwlas in/ilNaim a safilVawl raa nu rw wl��m AcceNanr , of ab s<•r.ar .roll d.psd open the aaia!¢bry -F nll.wbl' ia-n uova � pl t.<m4�rsotl•ra�.e rp<I iroe.d l SucM1 0 <am WII W IYFit rseavmle, od a.le.al Nall orwe•-a ja:n wIdel<v rM,iq a resins-jev,Id lava) rp.1.<t•r Pray b 11 1 w p� w Nt, b< <Isvrd byt pm,:y tl o W a f1 u�ylpe t'd•eep^<. WII raapmMb'IitY d trevs the pm c Irmwdiasly fallsu�the P• lro w dim K.dl W tmld w bu-pars+ a II W Irrtr N blvlthe :leer.w Pr veto.+ 1mwapid P°I1 .a _. Pppr h tna1 m.ytnwra d mY >a•<Id u•a�r wb+rp w WII W allau,d fr lsnprMvr litaalitdim alp ppfo'Z rltnlr. The ' Ina +roll W rewidrm rasNml wits 3.0 mwtla pr r,c Pa'Ar arras b¢k Pa,wre d messed <rar trot may a.b.lape the Nw: a• (IJ W law sots N Nr law irPn RIr win 70 in it+ Y Wl•wa1 naeelL W <Iseaut alrvctr« d«s rcW 1 O tab:t r«lmw- (1) fro .¢ •m Peer ten am, rat law rots oxnr tM 0 0030 uac frl pa mw4 O< aP•sr foot a bls.M per .+lrs Tb rarysrrlm4 d Nr mcifira.im Null W carw;Md aaiaid ;f k Lille reryid n wand. ra lb ps.ane b dwawe Iran IS b 1.5 p- Pr ,qv'e h PeMr 11a11� swaps bock prasr d -y Po•sd ,.•otr trot nay wMIrV the Pm '<t tllm let rnnp••td rasdsq b AS- eD1D. sin• win Tat Tk.a f- V-;o•a Rpe S:x. Nwn:rlol Time Npnswl 3 0.1 11 3.0 A 0.3 1A 3.G to 0.7 17 1.1 1 30 A.D 10 1.5 33 5.A If w Mbl Ira fah b m«c troa. rrry 4, w ColUzlr Kell de(rmiw a Ha eon vpvl.<, w .a:«e tad Nape, Pd KINI rswi (if terA ad type N rapae Papwd by w laVetr mpar rm Fr b tlw Erpiwr) v w a1 edrti« malawla r wa-rprslahp. Tb F Pm MWbtbn WII rwl tW rap,'rprl-4 N tHa bl bNare baip unaarad stmlml<. S:a Na rat ern ,al btr.r.:. tb tglN.< d mveel«, Wr .hat b. 4atatl aapvad Tro rlillyd.m IsekaP dbwaw M a mvaam WIII W liFiIF WIit Men pabn der p �srrtrwl lea emu1. Tb mmla4 W lld � �• v <petlnl fMtrle< Mall b<�roatN.Me IrkWe OK b ilfi Vd,'al. In o0 a,ivtr4q �mmblm NMI dr W raMerdm:p w rawa:p lM.: Tlw t NMI L eww ally r b` N W �ro m blWe 4 pw ro.I.c im Wn !Ia<ibb. LD :I< .hdl a..e IirrMn WavlsrM It, - All lift rala> Mall Named will, gran -,leak mortr, m cprela< by w _'I Epkar. TM awl s<aap.1 msectew WII W appo•d, prdortwe fteibe mmtic ASm C919. The conple4d msavle WII M W bkrlld pier b ftoda4s wllcn Iara Mel bcAf:lld MMI W vice.aled 4 spa« w entire utrir pip b raua<n r W ,mdob .hat W tmtd r- Idp< by mow K a nprwbtic lets Inlay ••p. NMI W mapMstY br �d b P<rs.l mP�nmt °¢swim d 10' d Hp "tbe tam Mthn tb rwAde. Tro •.sHOIs .bll paw W ts>t if w r:.e<n rma<Is Wlu,am 10' lk od 4 W fa d bent two meth. b~aWm 4iuba, el A.NN[ b 1 mra; art rlwu urork .td W appavatl M thiHs. Erq:Ir. ma t" spurs W CLEANING OF PIPELINES AND APPURTENANCES• UPs1 vraldim K cswVl,ctel, aI en W al,, rrNp1 malrM rMl W .•mlwd ,ran n .w+ ad [ron .pP,rwlmt <m+w< marts. NMI W bfa i, w sae I.wa b :nestle v..Id flan th'amhte�lb SEVER SERVICE CONNECTIWS• HM1rs ray:rd m the Ims s.:ur rvirs rarrctmn NMI W cowVCW K L nth pw ml... aMulae rMsd m the Now. AeeltvnllY w (aVzv°wll Parch a .td4 tan , Iwkr apparel by eN. with r a c y 1• ar l-In• pvc pw, sti--illi, ro moe tlm P door F-_ tir- ad asaad rr✓<r <•4 W WiHbq r.•ar. ra a r«a<af •on N •,i.t+q�e " rrch rro<rcliww dtr w n.•u .war Nan b br1 Idd, trtd od wplsd �sp N Ar FTF , a TM urark ...I 'N N b trpcum - swl4q d tuN N N mFt-a csrlWMiow d curb odhpullrsrN er/adea w,t od r.a.e'mlr rrxm..ily W w M., v.da• w ei.e. b awn r w adrd M fro ErQ;,,..r. curb i. b W wit NMI W conp«I1 b a fleet, awl wr(ars. Ali wft W Pwa rrwM MMI W ranord vd rmw.d wN udbbl< nw[arM wHCM1 WII W llarwWlY rovgz4d. .I.al W rmaVlrclad N 3,- It •nark NMI cmfa.rn b 5«Um , Cat-H-P1rs (alwW. Acpoud fans MMI W N meld, NrN .t a <urr.d w rsry;rd, !r N a .IrcM1 rowyvetim flat tMe wall W ro kr-Frane b fro n,pctim d pods bNi,p<.Imt. All farms -It earl Fr fro -1-1 depth K w clrb and WII W rad W named aK( -lr w Nat ro Nlbct•m fmm .-I r >_ will CenV¢t Dr-- mlew dM1wliw app-omd by tb Epkwr. G Wb b W -- I- trm tr �rvd-Mnr«l -W iP.nm - rat ;,, .VeipM ..c o lagtn a « Ia. er.w•« .P«ifMe M w DIwI.r. Ca.lp¢tim d rosr<4 p1:d n w rwm. Mall W W apadilp r err mpred « IIIN ll.ytrm W rrra«d witraut n' b W urbwr been srowltd w Ir..w, ro a•w.d tobvp fors WIC W Aral a rvbWd f 'M. Cwrbkq NMI W towtrvcld in wctiow bviq a PeiiwtI. N ten rest, m rdrd. 5«um. NM1 W wpvNsd br - msl ion4 fro uch wide wept a <,ppla•m jwA.. W lb Epiwr. I<M - cob ;. Ind w crnrNs mrmvR, vpmaiol en .roll W xatm <pm<i r a epolrm jan4 m the pww+wt Yra.IsdMK; 1st a W rl,bpiq, [b clnbirq -1 W ma+Irld od kept + fv do» r lb curb:q W11 W urd by vaip a iry mmbrov-fwmkq cmavd. Tb mel(d N dstdb a rurk•p WII W wbjat b t mprwal d fro Dlpiroen. Aft- tb rmvab b w w1(iciartlY, tiv .axe b fret W bck K w rush Wn W rllm b w roryMm sternum with Iprpa a roetmo-e then L aIn<. d w - 1315 m moaf¢brd M Vem CNanicda, lees fleet+ ASm C-BIS T Clma A clic cwrrctc t✓i t slid Ipr tvra awcirmt;mf rasa , prows. anpawd ab mLi0 a•IRiK INCLUDED. The CanVct- NMI W re,psr;bb fr vw repay d ' ptl,rd Carwrlt coloel<, a'Wnkas rosra P -avel walk. w •Iila�a•rar�wralo-Qe Aaainpa r a:«4e by W �pMr� R2iT A FNT C RFT H MTEIaIALS• Grex1 rr -A NNNi NMI W tIv thkkrw., w Morel m trw -.1. D,_ sb .MI rm(sen b tW falwip ymaim Prrr<ps BY NeyrA L:>diln SMae De+, N 5ierm FINE Y W0L 4 oOL - Ne. 1 30E - faE No. 100OIL - Na. TT r=-I F M5NT0 rvc � wsm ci31.M1<N w mt mv< then e0 w 4+4tl At 1otwparcalt, by w Nte a alr mot-M carver then 11a Na. A wave Kali rox a fr«wd !« Cwn�eb abll W "S00 Pr aVagth. rAtrTRDCTILN: E<tmvtim NMI W rrlad< b 1W rp,rd e.aM1 vd wish b alla Bore ,r.al-M W W N«<d b lb Npth W sec w CmV¢t APuiP. 1 -lM Iwr vca.da 1' n thrl rw,s 1eyv+ K +gal dean, rot r..d L•, Nat W Nand and <ena¢td kdirdaallr. Ndtkq d w �prel , ,y e< rws.gy b abtan adapw4 ump¢um. Fo.w Null W rwld r wod W WII alN fro full bth N ro rovats. 4mmpr<rwA mmanae4..wpx P rwrstl m ..ysd W Nall W PbpMa1Y brra0 Lwvab NMI W Nrad wr w cwnp¢tad Fowl ba, .roll W tivagldy uawbd v w 114 W WII W flootm wnootM1. Altr 11 «l, Yle dpca .roll v1• rdiw sad w Pnr¢< NMI W traan FniKwe ww. fro wets K the wdk. ESIaP lei•4 WI1 W N-ed avey 1Yr od djro•t b aI apvleuvsa+ wan m mseW frpyw> r wilts hose. Profonrld jeklt filly, IyA' llYck, NMI W wit ti tb epm.b, Jpxa. E_ S' WWpm vpow;m jon4, tiaranY jaiN .Intl W .used MU a jentsp lea Tree hors MMI W Iro' wide ab IA w d.dM1 M lb stet. Hn¢< W calk b mjocmt b wrbkq, p>Phplt Vaatae fall WII W pbcse between tb crb W aidaualk. Ths ,calk Mall W wd It, Na<anmt N plmtic F;M pry W Wm a by bp�e.a•wd~e p.rx lase Arne • '.a0.p.edu .rMlba 'aw<.a ��°°a w a mo, Coltrxl-'s soars. Aft- the wink a Pmr1Y r.rrd, W eparw m ach re< d tro wale Nall W bkrlW, rammctd W Oadd. Crop vd __ Cm•pwd'. UP N- d w wrr<te w Cmtr¢to WN K 1.M m mavfzlurm by V�eam Clrn and . Irc� fbet�AdSm C-JE% Cb« A errylic roIP.4 tPYrp ad .misq <mlpol<d ron-YNwHiw, Mq raiatoA, r1ATERI r..d, - fens Pan r 1,f+ - - .Atmb saws NMI W rod wlrl - �Pb4.ealmp .¢n .spa b erode ad �.lo.t weih. Psi«.e.,.,t P< N wink. Mdl W�daIM. arardkq b Sctisl osff K Iva. it im. W w Man m w Cmtrcl 6ouilp.. A I- ' hick .nfaca IWr d alas chip Coyba Oust qM 4 'S<-P1zk• r Ne. 1 Pemlw, w pAJ- by F H. Nhtcon . W1N W u.M m w laP Nsfau. CONSTRUCTION, E<rertim ad bens N¢arwa -1 W w p«if- - PP-twd C.anslt vlP.b Il,ab. A(t- tb bete -1 M best PI mod, 4d ed veld, b Sr-P«k WII W apsod, rraot.m od vnP¢4d 4 farm p hrd, rm .Mkp Nnf¢.. Tb r 'sod ,wrre mr.aium will W abj«t b ap¢ew It, w Fpiwr. e `Jra ee: - A ; Na 7201 W �Ot tv RECEIVED D SEP 2 4 2007 City Of SO, Burlrn t g on axAv PRFPARATION�`5 WORK INCLUDED: Tnia ,nark Mall coniat a fumiahp w plop ar,e ¢mare rxa a WVwm Towl, wants yrarel, a dews Ta awNrA .tort, a al,awiae with ti,srd matcia m a prat ed wrfora•, otlw larntiam. in cseoae wiN µewe wecihratior w m the plena m w advm by the 6quw>. CONSTRUCTION: The wbbye nMcial atoll be plead m a prepared aurf¢e with a P w.prWp ey,ipment. [npp dw«ur M� � i n4dy uea be aa.d i., a a apreodc tier, dp tM tn,or first wand art tM lea wbbme w hr..a.ad fr.n tM Tea where ita,m ii�i d�ten wmae4lr.Uly a.ilm. Shwld peUo, .cur sap the piap d tM w : itts W,Vatar shNl be irm b renew oil rep etc [M meta a men q it ,rA,l mif.m Tmp is aMaiW. If mNcra title- -till beers m_..m with t tuio n or tM sa,bose n b W Twtc U1 12', it shell be plored w rwr,pated n mare lif4 a WPrO[vraely swat tivckrRs•, n tM pl¢,ywd a ens al iai.d•.lwl b< .bppaea a Iwae G :ant.. All- son lift a wbbose matciOl ;s plead s1Ml b. LMrapldy ran,PaUe by ro p with m apprTMm pauyr Cn^ptnat Isw tb, W � a W al,er methms appraW by tM Epirra cA Iyl�u« Tod. sell be used W abt>, a Lrw w p.ra¢ sap ram aWrewi.r raw ear the cangctp sMll b< hum as merti,.A,all e� ,.M.r;a, rwrr+rm, � ten b t`l:ae Todn W trees-rcti wcMow, m the CoKr¢t or.tlanpa�mIFarmy NMI tr mif.mlr Wa:m M wbbwa n,ol.rrl. dote ror,palw, n t .r,ent rrtwaov ra pryer c.,wlidaim. . r,aceasay b monbin Vaffk prc lM wbbwe, or bl(a the w;dµ sfMl be trmalrvcbd a o 4rr. TM MI( Ia,dr csytrvctim Hell bye the wbbaw male:. p«.a .d c..,patm ber.e ,avenp b heft-. s:a..W aaR< b [M matcbl Nall be �, Y tM Cmirocb's wapo,rGlitY 1 tM wbbass [a M [M Cm4ats s rsl lO e�-1 U, argMe a1 t m tore . TM M War r Ts f.M ifrm.M,tllwore 1 d tWaw ra a aiala.,<. d n the seas the project _I_. ere b reran ,ravusd, subbwe a MMr ee.iTarm enacts still b< pl¢m n the N,wldc ass atr (vet roadrroy pwsq h am. Gmabn Reyirm,ents sod Fa wbbme Nab oust [M ral.up rsyir.rv,ts• _ cc..,tape by a<ipM �n• loox aoi - iw% Na. O GOIf - 90% No. AO TOi - AO% NO. TOO Oi - Oi D.re GaW r-n,ar„d sb..< wbbma .Ian m«t the ralw,i„p T„da�., rwirm.me.. S e Psrcc,tope by u,a pM 3-In' IOOi 3' api - IOOx 23i - IOOi I SOi - OO; a Na. S. - dOi Na. TOO Pl.t rr.m Grovel fa wbbme NMI mwt tM falla,p r.ywenw,4: Sieve Ds erc.,tape by ,uepM 2.i,svx �`S -In• 7- t, by ,ueipM Sieve Desioet Pmsir,a to 'YA' IODx 2' a5i - 95i N /D• 00% Toi X. 30i - SOS 11 No. 50 Ox - No. IOO Si - 20x Na. Too zx - I,>i . a2 Pwalor, m -I- by I- W. Whtconb Car,sVuctien Cap. a 'Stet Pik' ApTspo4 fa p 'ice powWsd p-ael�mTM bl,Xdi.p a wNae Wetod wets Tavel n,w ba penr,it4d if, n tM 'nim a tM E.p:rs', the malwiols b be bladed w •yd b pahty and ors conpoUNe. TM wu'.a apprepota irvc[i.r Noll be Mmd, onfamlY Tarim, W c.nbiW 4, such propatio,s lfM lM rewltp ,dabs is m .lawn above. TM a:ppr'yale sMll be reoaoWly rrw fran diK, dmewtmiws mania .d pietw wnkh as Mrvtlaranr ,wok .,d NMI mwt tM fal.a.p r.p,i,r.wm• Rewr o WEAR: Wlw, tM tease aparapaw w ronpoam a rrw,.d near a wshad Tawfin,prrcA a urn a M mTaAate NMI be rot mots lM 35 when forted does wilM1 MSNTO T9G c A-CI31. wMn tM apTpota toraaam a -shad iprws recF U,s pwcw,t It wsa d tM ten a,preC1A s be ,M mar. hzo ,al,.. robe ¢wren.. wnh AAvlro TnG a Asm a31. Fr¢turse faros. orbs wsW Towl is a..e it leost 50 prro,t, by w 9K, a [M macial raasc Uan tM No. l saw (ton soh stackpb cal boa a bent a,e Fetwm Fau. T1rn vd/a floupled Ficw: Notamme then IS t, by wapM, d tM enacts teas✓ then tM Na. from soh a4�ckp:le eMll coats d tM, .d/ dwgafm pace. ozGSo B1T1lnIN(a l5 /YzrR T PAVf T GENERAL: All rW u,a.k oil prop atoll wnfarm b tM btmt maim a [M V..rvd MsaY a Tr.,aparbU stodad Specification fen roytrvctim. 02- T A WORK I LUDED: TM Co,lralc atoll be re 'bl< far rv,d Tmp, topwilp, tM Ead wU61iM,ap O M,ttM Tms u.it- Uh todr¢t limit• a w en«lm by rgwwer. R<atsa:m Nell «car withn > dws a the tens lM wreck is read✓ 4 rca,w bpwil. RAD,NG AND TOPSOIL AND SURFACE PREPARATION. wMr :W asm b be fnishm Al,wto it .toll ba chord a al a db-is N etM kwMa a After awe l,oe been boupMd b mOpen wbTme a,W Wpraued by the Enp tWsail s 1 be sprees epth a 1', dw o bwoee bop move fa Isrrnt. Tabpe l Mall M be halm oust, trm,ped a.a a km :. wroil Nal rt n loose w fri,ble coq:Um. All topwil Nell be frs bon G:an, T , eels oil straw. Y'r,Y n,«M1 it pperptim i(wm� liratim a r.tilibl Ivne, Pan sees, w makn. may used wHch will Pbcc the lin,csbr, batiks., sW ,.,a match, a m ramarMim a U,we :, dw.tl ra,eat wiN tM wit w -Nth meets lM Wpraua a the Erpwrc. FERrILIUTION TM fsrti Nat be a sta.,eae vran.c;d Tole (.tinsc otl aMl�vKwm b A—— to rgri.sr,enta e�lM Stan Ferini too w b LM Stodo-es d� (ic�ia pl fuins.,'s. py lfati`szdrf word Mall be miNrd rm, cl Y m bop. trot p IW pounds Cakae a eor.ged feU""lie' •til be used, Dry ictilitm NMI ranlain not Iws 11m to pccmt rnVOp.,, 20 Pero.,[ pMapno4, w 0 i- it pot ii eN Nrll dl Wplim a the ra4 d p50 poach pr ¢ra. L' W (oilier N used n Iti, d dry fs-tilbsr, al,oll be Wplim ir, I:1:1 n:o wiµ the m.rmurn rote b :,clWe 50 Ponds a a✓W.'. iiD ponds IKa+splae, w SO oav,d. d gbsh pm ¢«. rM lien Ua -1 be a ralciUc a dalonitic Toed lwr,estaa rodar,p rot lee• des�d total �mki,,.., m map,eram) r¢a.alm. rM i:.,.atoe Mew ro,rrn, M irvnw, a al stile oil reds reyldon w b Ito Sto,dmda d M AsaecMim a OFfkM ATirulU,ral Cfvn:a4. M lirrµor sl,al M was w mWalY bbewe sap. net w<«eirp too P.aa. .«n. ca'ad l:.r. rM b< a�vbe4i m le.l••� Io,I..o. �dmu x ovum pt a a pa a:e a w ewa4d. :e �. SEE root%E5: TM ifkf m o bT Lrut seen m the 4diralm 01010 a r i , w era LNs prate as avalmlc fr.nn L.D.Olivc • m Ca..wpM1 la4 6sViWlaa. Amen ni. Lbs. Liw SW i A w fats 3).5R 15�f GllitITIllwvi^p Res Fs.we 31.Yax 3>.5 K BI m Psml.sn) (Corarv,�ma 31.25% 3>.5 is Hods'. 1 Rw r m. Mtten, > .w a rtaa) IW 11W sww n„ Lb.. uw s..d i By WeaM �� B� d>.Ox TO TdL F Red Faww ATOx .20 Tal wcw Imp RmtW Ate— Coerwtim H:[ lbs. Liw SW i By WeiaM pa__K6 C 35.0% 35 LrwPrp Red F<srac 23.Oi 23 X.1WLkit BIwTPw I5� IS Mae it, I . i Maly. Penal Rw Gana G O! Cl 1oven lea 0 lWiahl,ne amtTa« IW 100 MI sW Nwll rot sscsed If n weed wX.,L A prTadam Nat.r,mt d rampgitis prom the dwlc nwst be rMr,ittm b tl,e Fpurr ra npprowl be aWrwm pr,o b MII be il,b.<p MtM1 sWp aprawr. Aft- tM sd b been WIron Ii:pMly rdrd b mi[ rod wilM1 tM wit sd ralW ,r[h a o.ts-u,egM rolwr b LM wtnf¢tim d the fia.rr. rtULCHII(G: With, 2d Ia,as a aWeratim a icblis, lime W Al Ur surrace sM11 be muklre with a ray mu1cM1, nukh slat cwrist a m:aam her' prWalY tree rrom wr.r,v Taw, ,wen., buipa, deKi. a al,r dc4tcaaa mpt.;al t Nan be tree fron ra v mold oil shNl M .cWtmle b the Ergirrc. Spremip by m«Lw,ita .pr.adp awiw. row ba ,N.d it appraW by tM sai,ya. The apawdim d mulch Mal be made n wch a mosrr TI,M Im,pa w lHc4 Was x pe:dsd. HM d...ra r,cmwy, mukM1 still k a¢Ised by a IyM ,sap a bush a Vw trachea, u« d .teas, tw t rq a ahr mstMda tOP>ssd by tM D`piner. HATER] NG AND PRESERVATION OF GRA55 COVER. All semen aem NMI be aM¢m w nM„tai..m b the .awr¢tien a eM Er,pv,..r. Witf:n tore work. aem tM Tor Io cone W. aw whre Teas aW y pvrrwMsd prOgrlY a Mrs tM ✓fare M ties, waxed a dm,apsd , NMI b< rs-.Wed w Wfas_ TM Taw reYm sMll Ue vrpeclm apdn by LM E-- ,s,d CanVatar drop tM rr,mth a rbY rebore rampwtian a tM nark. MY aem -tore Tore aW hen pvmiMm >Wr1Y a wFce tM wrfau Ies been u,asM1m a dm.ym n uwy sMll be fepaaW oil re -sealed w bdwe. � 03A01 PRFCeST r%a RFT nnN"^Fc WORK INCLUDED o xetim ncludea the fumiaMq ,rd pbcp anappain a aella Oni%l Itl�1uTON ftHai rcW c4 oI--- Orauvpa, raryirm le St-,(bamWifm by lM Eiw, tTMe dC,nXRenr'¢aiwtanvweato tM4I,aa ens Nmu, thC t T II rmrwm lH19P b lM bleat sys:m of�M ASH K NDD` - Caa�M1 bby re a /a rumiMiryrvd na e,wwim x M v n tM lard:ms m Mann m CmVatiira ell Sparmims C1 o --T0 nATERIALSM Cmtrocta will s,A.n;t within l0 days a Nmp a tM COntrat, a � D-ouinps m rayir�d by t. b E,piram. .t eta a a L eM is plonp tHuw akrymw wrr a Itt 'abrca and a tM 4 auWiia. Yma µ precede. nod TM fwlipa rt b eiUw u Uh ten -ntneea<, inµ Cl_ 0 car,ae4, a pre -rest ob atoll [.town, the dim.n;mst'rd' m t L" RiG1D•IINSULAT10rr. R' W e[poMlQ q v,c 'rn„la m .hall be fumial,md allm, n Nc tWckr,em w n tM �m aNwn ., boas Wair,aima, M �,trartar will biI —i b combo nare,eo-Y vnplo, atop 6-ooipa, liab ¢ repot. es tr,e FN: . , pax sl,elwa .loll Ee rouVucbd win Ctms D toriete, q da(irod n 5aum 03300 a enitM Cm �airwa[ sae .torte be bkm, a,rky al pf„,e; of I,a,ali,p I. >,wre u„tpa,ela ¢s imo ad rron aurrn d ore ¢ MOn Imt ai�ce glntyra,e is p Ny- s(s., Partlod rer,s,t Tra it MMI rmfa.m ASm Sp«iFwatim C50 a h.,e sp«ifitaima. Ina.-4 far ww.r ,nmMin Mall bo m Haan en the pi.n .d Aewla am .toll be rowlrvc4d a hoe Darvnobb nabr:a. TO.. MSHTO rtDS. wfe.e utilmwd m e[poW �provad wrw,t a1,O41 W , me ab4ir,ed f used -clue Y fa all ra,me w Nall .saws burrrd trick W meta ¢, Fa aVapM runs, scprwM1a F N,t n (nlf itudirvllY. k�w,'la Mull fore LLle n al,npa tl,e �tm i Ailil te: 5w fa r Ui t,l Asm 5p«ifi e33 xwc - wN. Nry ¢� o,d arry clues it s, a ¢rQ it«Umt still � p-mud w lien d sewc m,rK,aln moat the im wt� slWa :, mow Mll be ror,pl<41Y rgMrm [M �Al SIC-NS FOR TRes torte n and Memel be rwnppaed d clam, hrd, durable, vrwlad. „pL.,ral pro4n, frx frm, MI! cl °Y s:N:ar¢[imoLM,[M nv a! he ."rcr< a MWl be rnaw,d oy r Wi1L T. _ af;ra[imFOH de till file a,d lls-awl,a„t the at. auplable nun , I < i,t Uwr, Ap>apa Corse Mall be c _ caa-w I W.r m s1,O11 be widen with rent-nm mo,hMw r,_ . caws apecirim 5«lien OSXO. All mo,IMea ¢e b be film ,µ oy�mloy 4,e1 rma V ucU Tic .d detain torten, di Ni,, f:phww w uM lM pea dew tort. a raa4..MII ba bd�retm tl.a1 S wfamip b AST. SpaifiwtimC33. ft¢vrsn, Ht apprpa4 iw uwlla, aWctu.al sl elms-m-Tole, bay.w oil mkmn sMll tr 0/d' glyp'Wyls�e atWs witn Pmc GO alsl rewfacae,wL These a4q will M tr.rpN a I,sw Ib. f..r<at r;aa. w ba.e ra moKaln .1M1 Ua'^Wf`aut its a trsir srt:re la,pth, y �, mmrr.rn .ire aaT.vae is actadwp tb LM abaw, NMI ba uW II bit I. Lopeat p..niwibW aRR"ep^4, wupt m diroctm by tM Eupwar, co,ram, fo ASTn r c:firdim U]D a MSNTO nl9q. TM1e pipe upmeq i, lM1e m t� mmM4 cis p1 Moll lvw a tilt-n- ere (lnnble pus4rt a m p,iwlart ltl< MI boricmn, a�ancq Mp,a. lal,4: tampaay rent. oil ptl,c aa4cliw devices co,f^^^ with Ie nosnl m Uni(am Trd(k CmVol Devizes fa SVaets oil CONCRETE TESTS t DE$I4N OF nl%E5. TSNp s.' a pm alien m approved by Ergirsr. �ai„4 between mmfvle Ifwnl dell Niph"°Ys pA'lisl'°d W the u.5. fcwmmwt prirA�,p prfir�. a Coaca4: TM Outset. shell fumiH b t^ Erpv,sr mpr,w my .✓news d car,crMa W/a d to oven roll ' m ifiad below. All 4a4 nwde d" be xl b p-me mly a tM time wurx�,poai,p fey been tpn,plelmrm�ea µMI be ro,alrvclm t ^tea. All n the e.ent LMl LM Codrocls rrplats b wtia!¢taily nabll w mantas boricmas, I Lrts w edam by the Erq:wr, tf< Fry:ya Uis «lien d he aln t Fpirac 6< pcfon.rd a lM Co,Valma wpsx. �,Mln 4 bft hMes M,G be p- lmde h pv,dable trkka.ak fa ma:mt rn,rrete r,N 11 ore « Twt. All imal mmMlw .l� w a,tMseatien pracaq foe n�r,s�tolla•iqls tl: rove- dw the Cantrarar� made oil the rent thrw! shN1 be dmw4d fn ri.e. (3) w..ka a mare, :, m:rmw a tM wens when tM vl¢p a t>e wrne4 wzll. tPnrratien w lM : 4� I d:ac4dsby 1[MrEpuaa l CanV¢turt-1 deliver 1Aa01 w.pr,ae ra ary r.a«n, the .landed bamitade, .,a r� � 1 b o �l;sf basis oil .till tr refwctarirm, na Ira, E, b nr<asarr Inc.. °I'Y m tly Frgi.,•r moo deaye4 4 -i the m W`iI "I'w tMp c Wrv,p LM pv�us d wok. field 4•t c I' t� [,ors Mall be mine W cured CmV¢b done wi n AS- sto,JaO C31 -TO K INCLUDED: -1 val:,r�e ly oil n tlx 1Vect Ppwk Tn is feud. a TT3 w n LM n,yrbc d fort Iron every paw a pa-t t1seN_ The fort (1) <Ylkdas s1Ml be w at ott�n ay bakfiil Mr r nm aprotwy b p.a 11 ' b bL- cash baa:,s., taken a tarot a too ` d;rfrent lust. dump tM pear. TM f ,Vzt: Null Mewr the T 1- p. b s¢h torte I,baotary m the Fpir,sc may w Catcn bsawe Mao be r<ryo-atad a re'eMaresd rave4 w .hat W prwiam with tent tom fronn w :dirntm yt desvXrb. rot d cAASNs i, the lohaas-y Mau be dos i, pvsdoce with ASm Stadad C39 s MSHTO T22. To4s m ., the Caterer o-.. Salim aO. Recent rises a,d time section shag re Kam U, AST'1 C9i3,�i1ant miti.,. Fra,xa Nall . KapM b swop Wb NMI moss by the fy,ily'iT m dwecW by [M Enpu,eer {n Tens onµ p-ecmt csar'e4 rise- rwq> ed atoll ba rot n a full bed a marts. .dKnls beturoen pig. oM _N bean boas .alien. steal ba - T ¢vdo,r wiµ ASTn 5lardo.d CI13 a MSNTO TI19. $lump still be bebuem o with bents !a pigs W n dionNc m arwll« oil with c.nmt n�ala fa iii laps t- w n die. -, r.,mthad m lr�a "vyiy ad built up h.wY bend d eau.. mats m the TM Co,Vecta all b< r.Wnm b Ivrrah a .hewed sl,ara tar oil rm b be kept m tM jab It, ell tv„w. $lump NMI bi, tile, M [M CS -oil more._ Tit Tap Row dell blI set b Rral Toes aMY etc tM time mace Ira wilrya,m by tM E "rrar n ...tiler with •Sbdad rxtMd a 51vnp rent fa Cansiatecv a Pbrlbq ! „oM1 Cawnc.• ASrn -it- Old] a MSHTO Till. bee, roraletW. pw.p $1M,NI alw ee whnh torten. Mr rT,t.n a er eno-a4,.d n__y det...mw.e .vD.ere tar., n acwmKe MN ASTn • cifaptian CT31 a AASHTO T W.. Wp1kalw rspa4 w al W4 s1Ml be rdrnit4d pomptly b the BYrrr wiµ oaNv reel' do+N rr«Nr b Na wORK INCLUDED: TM .elan p.lovy La t(s mplrial w msthsd rp,ir.rrda fro u a mecca m blak a Kick mmwry ,,m I otlar N 'at. 11 nawry b. d :, mats w d.ariW n Na satin, en Tim aMnu,w. TM Cmtrzt>. n rmjo,etim wM11, tfe irw q I� if` idep.dmt Wtkq I, lima ten 2 a 3 Ibrta .sad n mwwry rernyVtUm MMI De hipY,lr vlmlic with hqKit,I.wi) raw.��t goart ,rot f� wch':so ,bi,rvs p 4yt is 6 crERIRAIs: , tmUHty oil Neu rmN.t a, br wlun,e, I po-t Pnlod C�r,.,t, In part pMd hydrated Iwrr WttY oil 2-I/1 b 3 tenor the wen d lM -onus a TM CanVata s1,o11 wbrNt 'wkly rWots b tM B,pi,eer .W idepsdmt va,mt gtty Fa rod. HOUre nay M aiti-- MpM1v ra wakob:lity. bbaaoy m row arr,.a,t d c.a:rMa plow Grp prsWp week, aw silicate Mp1'iOM' C.nml: SIMI be a P,rrtWd C..,.,L a Arr,ariv, moM¢Urc, rmfarmp b tl,e tiles[ reran a Oil,ASTN • i(iralian CI50 a --TOH05, TY II, oil b % d amo bytls "ram wM, hre b my lien w b the q.aitY a the w,cre4 nrntM sn� lure, the r•V•� r+Wi,r _t ¢1sn�c p.,r, b Lore a marcu dav,dapwdml oil t' bbavrury. Soto tsstp stall ben a�rod Ere. me Stall W a ewbl< lNeracl, I tote, b 'o' ntY 'SlaCa Hctl,ads a f_e ' p SpaWv,s H.dwrd fen . It ,, p InnAadmu (iwtim CpT-55. TY µall be a tiff mi[tac f K s. L 4 t.- la.,pr.r:w .d Newra str lM• (nets DwiTetim C CA2 a MSHTO T2A) a EhWtar 20 d tM rurs,t ACI a.;Wp Cmc Fa Rcinfame �,a.ete net 316, m may rsyirmtr�rM fa a �4rip artWwkr� she t.are4 .,drM vela hall tit fw^�r<aptoee I be .aWirm frlwn�e Erp:rr. Ca.,Ve4�m:,p b meet a tM Cm4at dacwrw,4 w be revla�f COnKats'a «prose. will BR CX Oil it. _ _ i,eep.,amt f¢il y araaptable b tM a rrra w hb., tiled b ad w epart .poem acaay NRiK INCLUDED: Ths CmV¢tar .till ids oil newt hick nmoay -tore v,0iralm m M pan a dwa4d by lM Eipv,er fen ronlructim blip a dssim m,sw_ nor mapa<iord by silts- Imm V be4F a hew rowa4 .awed. TMroCmtrocts orb .,vsenatMt LM d Ac1 }Ilml s� " n'mMle nu.'ts and fa srn,b uw. nick atoll be ,aetW oil 4 y bsddm 4, a ;4 belles, N4a ad �'ren,entaf ctsPrwol. w, W rcpab a mi[ deaiT,s wall b. subni b tM Ergr,er fa r.dsh _ o`1 apex-,, ve bop RII awry joint Brwhuvk Nall be well tided w jrrea Mr11 k m time w twubla_ No KwY mmory aldi 6. lad in CA mi[ bw caars4 NMl be deNpre m a wactipM rar,crv4 n coKwmpae wiµ ,aatc .,a Nn11 sry „tar be alo,rd 4 nee o, err aa,rd ky Kkk mmoa-Y mtil it b ssl d 4aat TA Lore. Na nmo,ry arMl 4 h lad i, orse „rolls. m MaMoe.. All rrMo'ials used MMI be w propartisrd m b proi,r Ya well-¢raPtprpfW miaWs a th do,NtY and rrmwn,sn w, IitY witF ms hen M- rorarariw Hni The Kick uW b ranVwt rw,M1e .aorta MMI M peed, ao:.rN, had w mifomly b,rr,m, la .d ,ni(mn n afam oil Nw. 0-kk veil (a µfa be M1tr.gtn�aNnA,O qi. t tall cubic ad it w-cm,en r d O Air � Y rmfann b ASm i( ;m U2 a -TO H1rb blest ✓.teen W sl,ol all �« u x K ([I patent). cbw B tmae4 .teal be ahvttara ranreb wiN �,n:nwn ze-der <.r,a.srw •Ir.ptn a 3,50p qi. Gros 55. o-irA n1XING, -I- CURING AND PROTECTION, n,[p' a 'M. Nrp ad mwaar a1M1 be l."e n Ian-tl.d �.,mt mat¢ tampawd a me Ilat Palled vrwM1 w two pots d ad, rrwabl p'°4ctim Mall mnfom 4 rayir.r,enb a stadaAs w liatm o,da •Genrq', µfa abP,latbm a tlda .¢tiro. Baas pl¢p ewarcte, all deb -is, then 10 b' [ bi a li„a MMi b,I sddm far eah by a cw„mt The c.r:.t still be i(ad n Ssctien 03300. Hoc ra mots Nall ba clam oil mlv m srwx,t �mt Wcf .,a,ri ice T 6< r.novm rron the epee b be a«upim by roXre4. Do .at plat t.va4 m from, pravd. wFf 4 pd«e a wsrkpbls mats MMI be usm. Ibtc µall bs word wilts or Ma fron tM Llms W rcr,mt u,oa ended b tM row. f..q'a4 MMI be l Fly ror,� led dap play opcaien w still be lMro,phlY - TM fa mwts fa trek rrwsry sMll be miramly Tram, cl . .top w rm rc Tana tenet lfm IA wo'tred rozw• ba a fw.m w a:sa,e rsin(wrorwnt by uw .pods. VibrolOra µMt be uW b cwrpoct but will peso o sate r.,eah arum. ell roarc4, not oAil cars n Yai a4 will bed !+,b rsefNlypod tleroaM1lr woken pims- oil al watm will wtl bap b nww�imcrer � wrfae tWs w t(at u,oLc>bp Mal rot D< „W tivaupl, whkh ' 4tls. Nitrates �� C.v'Na µMI b. cTM m folbwa: lbrim,bl wrfam Mal hoe cap w •sole Elir- Wplise. Haldp forma w pbce wnl rm•tit a4 roip. IF pernitW by U,e Erp'arr' b aYiO toms .ays then m fpacifim, Mall be wwrrdiawlY cured (m boloae a dircctm. NORK INCWDED• TM <anV¢lm .hat :roll moMale rrsnss oil enure w wtlnm oil a Ixaion w,dica4d m tM ploy a w tlir«ten by tM fi,pvac. nANH0.E F-.. AND -E-- f N, frorra oq rosy µfill rsKam b card. fs RECEIVED pain w m 4Mpn4d m Ue cantrat P-eu4pa. frm,ea ay caws Mall be a l.ph, rent irm. Cmlp µMI K Vw pa4m w free /ram flaw. Beep R NMI b< lM Cantr¢ta's rcwa,rbliW b prO4ct create ,vane. Iron frwzp. Ds4;b d ravcip, btim and Mwnp rrwlr plead ove4 in raid „rwU,r s1,Mf s"-fad a m.dWe rrm,es w cove' sate dM dell be mucl:rsd b piw Wes ,'ad¢t llrepfaut µsir .A �e�ewronfc.ae. All rvtrpa Mall be wbhi.ices rc.awm .nth t� Da:y.r and MML b< jal 4 apmawl. u.e a ad.K.W.ea, indium d ..va c..wn, hwtp a macaw, wbTme fan, a- t1e°,.d mead a:l fat t� beta. b<p �lira.m. r Pd M in b NssM, �a a en WaaW .awl MNI rvmbrsos deaipam en the fanrrart Dr,y.'w,p,. HmMle rasa .ton M makm •s.a,er• a rSta^^-Ssu,a' 'Walt' SEP� 2 pr profal:w ravcwp, Mead actor.-, U tom rs,wval fa r,p Mall be w Wtlirad InRy-.w.n,sdm PreUre ra COW flwtls Ca.,rrMp KI 30G i( mnanon reM11 a m rayirm. TM Cantata µell praH4 -toot-prm( [vpc mo,ble taut. w ra1M m tM Plms a w -wen by LM Ery4rc. 4 2007 !ware mai,tarrd, o`^t'u^k al,arwq fmr�u�urmlecorr.Ae4 rat be aVippm rot lM C r ran wtis(Y lM fr,pir,atr that tcoveta hen abir,m CATCH BASIN GRATES. COtcF pm,n Tam MnU be m MsiT,a4d m LM CmV¢t fie"^qs. 4il,, GSR d [M reyired M day sVeraµ. TYe Cm4ata Moll rercd fonpcaturc CLEPNOUT FRAHES AND COVERS: Claoaut (terra ad rave gall be a tauph ■/� f /sk �/' �t su.Oa -Y m Outli,ed in R-avased Raronn.dae H,e4e fa COW WeaM1ar C.rretp AGI 3fK. TOY, cast rm. cmtp MMI be Vw b pecan w free fron flaws. TM beep ✓race a tle>wt rrorrs w coven. ,point a¢ rw MMI be h ��s111 V Irf /r Buffington F te,nprn,,,eAW !#%ably plored rorre4 atoll rot be alla.yd b mper,vwd 4 tmlae tN-wphwt New tena.,retor. l 1 nm tmtpa NMI be p e Na clears oil hen ra:,tm wrtM1 ha coal fs6efae brig deevcm. kE7J On as � (VfV- tirr:l P. �Ve4 Na 7201 '�- 'AiW �'� SYofra� E ► %w I v `r 44 find it here. www.sevendaysvt.com Af- tion lue- lass ive- ane, lot- ain- )NS rap, live i55- M. dee :pe- tar, ing. ap- ets. Nw. .es/ ling n u- 'aul .nd, ury NW. low our you !St. nu - (CA iar- idi- ,ns. ark e@ tar, iss, Pa- )ri- :at[ an- -at, ng- .es. Ily, irL- )o- QUALITY RECORDING - CHEAP! Located in the Mad River Valley, we are a small project digital stu- dio with great gear, great sounds and an awesome environment. RECORD YOUR DEMO CD CHEAP New bands wanted. Prices reason- able and neg. per project. Call 802-863-9014 or email TrevorAy- er@Yahoo.com. Auditions/ Casting NYU FILM SEEKS ACTORS! Short film needs 3 Male actors ages 12- 70. Auditions September 29th, 1-4 p.m. Howden Hall, Bristol. Call Emmeline 917-647-4098 for further information. ----------------------- For Sale ----------------------- FABRIC PAINTING AND DYEING For the theatre. Book by Deborah M. Dryden. New, mint condition, paperback. (Photographs at this posting in Art section of 7-Days website.) $25. 802-899-2305, wom-2005@hotmait.com. SURFACE DESIGN FOR FABRIC Book by Richard Proctor'and Jen- nifer Lew. (Revised.) New, mint condition, paperback. (Photo- graphs at this posting in Art sec- tion of 7-Days website.) $25. 802- 899-2305, wom_2005@hotmai[. com. 4: ACT 250 NOTICE MINOR APPLICATION 30 V.S.A. §§ 6001-6092, The District vironmentat Commissioi this application un)review r Act 250 Rule 51 - Minor Applications. Copies of the application and proposed permit are available for review at the Essex Municipal Office, Chit- tenden County Regional Planning Commission located at 30 Kimball Avenue, South Burlington, and the office listed below. The application and proposed permit may also be viewed on the Natural Resources Board's web site (www.nrb.state. vt.us/lup) by clicking on "District Commission Cases," selecting "Entire Database," and entering the case number above. No hearing will be held unless, on or before Tuesday, October 9, 2007, a party notifies the District Commission of an issue or issues requiring the presenta- tion of evidence at a hearing or the commission sets the matter for hearing on its own motion. Any hearing request shall be in writing to the address below, shall state the criteria or subcriteria at issue, why a hearing is required and what additional evidence will be presented at the hearing. Any hearing request by an adjoining Property owner or other interested person must include a petition for party status. Prior to submitting a request for a hearing, please contact the district coordinator at the telephone number listed below for more information. Prior to convening a hearing, the District Commission must determine that substantive issues requiring a hearing have been raised. Findings of Fact and Conclusions of Law will not be prepared unless the Com- mission holds a public hearing. Should a hearing be held on this project and you have a disability for which you are going to need accommodation, please notify us by Tuesday, October 9, 2007. Parties entitled to participate are the Municipality, the Municipal Planning Commission, the Re- gional Planning Commission, adjoining property owners, other interested persons granted party status pursuant to 30 V.S.A. § 6085(c). Non-party participants may also be allowed under 10 V.S.A. § 6085(c)(5). Dated in Essex Junction, Vermont, this 14th day of September, 2007. By /s/ Stephanie H. Monaghan Natural Resources Board District #4 Coordinator 111 West Street Essex Junction, VT 05452 T/ 802-879-5662 E/ stephanie.monaghan@state. vt.us PUBLIC HEARING SOUTH BURLINGTON DEVELOP- MENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing at the South Burlington City Hatt Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, October 16, 2007 at 7:30 P.M. to consider the following: 1. Final plat application #SD-07- 64 of Allen Road Land Co, Inc., for a planned unit development con- sisting of 30 multi -family dwelling units in four (4) buildings, with an existing single family dwelling to remain, 725 Hinesburg Road. 2. Final plat application #SD-07- 65 of Technology Park Partners to subdivide 177.2 acres into 15 tots ranging in size from 3.98 acres to 29.44 acres, Community Drive. 3. Preliminary plat application #SD-07-67 of Pizzagalli Properties, LLC for a planned unit develop- ment to construct a 30,000 sq. ft. general office building, 193 Tilley Drive. John Dinklage, Chairman South Burlington Development Review Board Copies of the applications are available for public inspection at the South Burlington City Hall. STATE OF VERMONT CHITTENDEN SUPERIOR COURT CHITTENDEN COUNTY, SS. DOCKET NO. JPMorgan Chase Bank, National Association, as Trustee, Plaintiff Robert Johnson, Mortgage Electronic Registration Systems, Inc., as nominee for CTX Mortgage Company, LLC, And Occupants residing at 80 Austin Drive, #187, Burlington, Vermont, Defendants SUMMONS & ORDER FOR PUBLICA- TION TO THE ABOVE NAMED DEFENDANT: Robert Johnson PUBLIC NOTICE Vermont Agency of Natural Resources Department of Environmental Conservation Solid Waste Management Program (SWMP) The public is hereby notified that the SWMP has reviewed solid waste recertification application for the All Cycle W: Inc. Transfer Station located at 220 Avenue B in W!llisi Vermont in accordance with §6-305(b) of the Solid Wa Management Rules, effective 6112106 ("Rules"). The SWN determined that the application complies with the Rules ai has developed a draft Certification. The SWMP intends to L, a final Certification on October 9, 2007 without conveni a public informational meeting unless a written request a public informational meeting and extension of the put comment period, signed by at least twenty five (25) reside from the Town of Williston, by the Town of Williston Selectbc by the Williston Planning Commission, by the Centr Vermont Regional Planning Commission, or by an adjoin landowner or resident, is received by the Secretary no later tl October 8, 2007. Copies of dic Application surd the I)iaft Certificatiou are avail: for public inspection at the offices of the Town o£Willis and at the SWMP by calling (802) 241-3444 during nort business hours. 7 o,reyuest a public informational meeting' extension of the public comment period or to subnrit comme for this project, please contact. Dennis Fekert, Solid Wa Management Program, 103 South'Main Street, Wtterbu Verinout 05671-0407, Telephone 241-1493. You are hereby summoned and required to serve upon Corey J. Fortin, Esq., plaintiff's attorney, whose address is 30 Kimball Avenue, Suite 306, South Burl- ington, VT 05403, an Answer to plaintiffs Complaint in the above entitled action within forty-one (41) days after the date of the first publication of this Summons, which is 9/12/07. If you fail to do so, judgment by default will be taken against you for the relief demanded in the Complaint. Your Answer must also be filed with the Court. Unless otherwise provided in Rule 13(a). Your Answer must state as a Counterclaim any related claim which you may have against the plaintiff, or you will thereafter be barred from making such claim in any other action. YOUR ANSWER MUST STATE SUCH A COUNTERCLAIM WHETHER OR NOT THE RELIEF DEMANDED IN THE COMPLAINT IS FOR DAM- AGE COVERED BY A LIABILITY INSURANCE POLICY UNDER WHICH THE INSURER HAS THE RIGHT OR OBLIGATION TO CONDUCT THE DEFENSE. If you believe that the plaintiff is not entitled to all or part of the claim set forth in the Complaint, or if you believe that you have a Counterclaim against the plaintiff, you may wish to consult an attorney. If you feel that you cannot afford to pay an attorney's fee, you may ask the clerk of the Court for information about places where you may seek legal assistance. This week's puzzle answers. Puzzles on page 47a. Plaintiff's action is a Compla in Foreclosure which alleges you have breached the terms a Promissory Note and Mortg Deed dated November 7, 200 Plaintiffs action may effect interest in the property desc in the Land Records of the Ci of Burlington at Volume 941, Page 220. The Complaint atsc seeks relief on the Promissor, Note executed by you. A cop, the Complaint is on file and be obtained at the Office of i Clerk of the Superior Court to County of Chittenden, State t Vermont. It appearing from Affidavit d filed in the above entitled at that service cannot be made due diligence by any of the n ods prescribed in V.R.C.P. 4(c through (f) inclusive, it is he ORDERED that service of the process shall be made upon c dant, Robert Johnson, by put tion pursuant to V.R.C.P. 4(g) Order shall be published once week for three consecutive w on 9/12/07, 9/19/07 and 9/ in the Seven Days Newspaper copy of this Order shall be m; to defendants at their addres their address is known. Dated at Burlington, Vermont 27th day of August, 2007. Hon. Matthew I. Katz Presiding Judge Chittenden Superior Court On September 10, 2007,'Wedge- iNr wnnri ne,,.i n_ ..t r— m-A __ Permit Number SD- -47 CITY OF SOUTH BURLINGTON APPLICATION FOR PRELIMINARY SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Pizzagalli Properties, LLC, 50 Joy Drive, South Burlington, VT 05403 T: 802-660-6800 F: 802-660-6868 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 681, Pages 736 & 737 3) APPLICANT (Name, mailing address, phone and fax #) Pizzagalli Properties, LLC, 50 Joy Dr, South Burlington, VT 05403 T: 802-660-6800 F: 802-660-6868 4) CONTACT PERSON (Name, mailing address, phone and fax #) Robert Bouchard, Pizzagalli Properties, LLC, 50 Joy Drive, So.Burlington, VT 05403, T:802-660-6805, F:802-660-6868 Contact email address: bbouchard@pizzagalliproperties.com 5) PROJECT STREET ADDRESS: 193 Tilley Drive 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 086-RR750 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) none b) Proposed Uses on property (include description and size of each new use and existing uses to remain) Pizzagalli Properties proposes to construct a two story, 30,000 s.f., general office building with 150 parking spaces. c) Total building square footage on property (proposed buildings and existing buildings to remain) Proposed - 30,000 square feet. Existing: -0- d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) Two floors. 27' high e) Number of residential units (if applicable, new units and existing units to remain) nJa f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): Pizzagalli's estimates approximately 125 employees. Number of Company vehicles are unknown. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): none h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc.: none 8) LOT COVERAGE a) Building: Existing - % Proposed y 3 % b) Overall (building, parking, outside storage, etc) Existing - % Proposed / i, S % c) Front yard (along each street) Existing - % Proposed - 4 % 9) COST ESTIMATES a) Building (including interior renovations): $ 2,500,000 b) Landscaping $ 32,500 c) Other site improvements (please list with cost): $500,000 Grading, parking, drive, utilities, exterior lighting„ stormwater system, etc. 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): 164 In 164 out 328 vpd b) A.M. Peak hour for entire property (in and out): 41 In 5 Out 46 vph c) P.M. Peak hour for entire property (In and out): 8 In 37 Out 45 vph 2 11) PEAK HOURS OF OPERATION: 8 :OOam - 5 :OOpm 12) PEAK DAYS OF OPERATION: Monday-Frid 13) ESTIMATED PROJECT COMPLETION DATE: September 30, 2008 14) PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. You may attach a separate sheet. North, South & West — Pizzagalli Properties LLC, 50 Joy Drive, So Burlington,VT East — Mt.. John Illick, Technology Park, 30 Community Dr., So. Burlington, VT 05403 15) PLANS AND FEE Enclosed. Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line V�DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: P Complete 1---) U Incomplete ff, 0402, fm of Planning & Zoning or Designee 3 01 Date Please Reply to: P.O. Box 9 Essex Junction Vermont 05453 September 20, 2007 DONALD L. HAMLIN CONSULTING ENGINEERS, INC. ENGINEERS AND LAND SURVEYORS Mr. Robert Bouchard Pizzagalli Properties, LLC 50 Joy Drive P.O. Box 2009 South Burlington, Vermont 05407-2009 136 Pearl Street Essex Junction, Vermont 05452 Re: Mountain Office Park— Lot 3 Site Development Dear Mr. Bouchard: Tel. (802) 878-3956 Fax (802) 878-2679 HamlinEngineers@dlhce.net As you requested, we have estimated the water and sewer demand for the proposed 14,844 square foot, 2 story building on Lot 3 of the Mountain View Office Park. In addition, we have estimated the trip generation characteristics for the proposed site development. Water & Sewer Demand The estimated average water demand for this project is 1,688 gallons per day. This is based on 125 employees at 15 gallons per day and includes a 10% reduction for low flow plumbing fixtures. The estimated average sewer demand for this project is 1,500 gallons per day. This is based on 125 employees at 15 gallons per day, including a 20% reduction for connection to the municipal treatment plant. No allowance for infiltration is included as the building sewer piping is less than 500 feet in length, per Chapter One, Section 1-504(e) of the Environmental Protection Rules. Trip Generation Using the latest edition of ITE's Trip Generation manual, we have estimated the trip generation characteristics for the proposed site development based on Land Use Code 710, General Office Building. Table 1 below presents a summary of the estimated trip generation characteristics for the proposed ±29,688 s.f. office building (14,844 x 2 stories). ............................................. Table 1 ripGeneration Entering Exiting Total Average Daily Trips 164 164 328 vpd AM Peak Hour 41 5 46 vph PM Peak Hour 8 37 45 vph Feel fee to call with any questions regarding these matters. ly, r P.L4 T {er, ner, P. . Vi WATER SUPPLY AND DISTRIBUTION SUBDIVISIONS TRAFFIC STUDIES WASTE WATER COLLECTION AND TREATMENT SKIAREAS PERMITTING ASSISTANCE STREETS AND HIGHWAYS RECREATION AND INDUSTRIAL PLANNING LAND SURVEYING AIRPORTS SOIL BORINGS SOLID WASTE MANAGEMENT Engineering - "The link between what we have and what we need" SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 October 12, 2006 Pizzagali Properties, LLC Mr. Robert Bouchard P.O. Box 2009 South Burlington, VT 05407-2009 RE: 193 Tilley Drive Dear Mr. Bouchard: In response to your request as to the capability of the South Burlington water distribution system to supply water to the above referenced project we submit the following: 1. Sufficient water storage is located at the South Burlington East Tank off Dorset Street in South Burlington. 2. Based upon your allocation request, a water service connection fee according to the City Water Ordinance Rate and Fee Schedule shall be applied to this project. It must be recognized by all developers that the Rate and Fee Schedule established by the South Burlington City Council may be modified at any time by resolution at an open meeting of the City Council. 3. Your water supply requirement for this proposed project (including a 36,000 square foot commercial office building with 130 employees) can be furnished by this Department without restricting or encumbering present South Burlington water customers. 4. You are also required to contact the Champlain Water District (CWD) in order that they verify supply, treatment, and transmission capability as the wholesale water supplier for the South Burlington Water Department. 5. Water is supplied to the referenced area through 8" distribution water mains. 6. This letter of availability is valid for a five-year period commencing on today's date and ending on October 12, 2011. If you have any questions or I can be of further assistance, please do not hesitate to call me. Sincerely, South Burlington Water Department Jay adeau Superintendent Cc. J. Fay D. Pratt C. Hafter APPLICATION for WASTEWATER ALLOCATION Please do not write below this line ^/ Application & Recording Fee Received: 7S �� ' 02 -0 & Na e Date Receiving Plant: v Airport Parkway Bartlett Bay City Ce I r District: Yes No �f Approved by Water P# fu 'on Control Department (Commercial and Industrial Projects) biro for ater Pollution Control Da e Preliminary allocation issued: (payment of fee is not required) �Fctor of Planning & Zoning Date Final Allocation Issued: (payment of fee is required, either in full or pro -rated for projects with multiple zoning permits involved) Director of Planning & Zoning Final Allocation Expires Zoning Permit Issued (Date) (Date) Date with permit # permit # Associated WW connection permit (if applicable) # For Extensions of Final Allocation Only EXTENSION GRANTED (Date) 50% EXTENSION FEE PAID to (Date of Expiration) (Date) (Amount) tTci/Y (__ APPLICATION for WASTEWATER ALLOCATION *Items marked with an asterisk must be filled in by ALL applicants *Applicant Information Applicant: Pizzagalli Properties, LLC Contact Person: Robert Bouchard Mailing address: 50 Joy Drive South Burlington, VT 05403 Telephone and fax for contact: Tel it 658-4100 Fax # 651-1 107 Property owner name (if not applicant): lama Property owner mailing address: Same *Physical location of project: 193 Tilley Drive Lot 3 Mountain View Office Park Site is located off northside of Tilley Drive cul-de-sac. '0d *Signature of Applicant *Signature of Property Owner (Both applicant and property owner MUST sign the application!) *Project Information If the project is a single-family home, please check one: New Existing If not single-family home, project name: Mountain View Office Park - 193 Tillley Drive F a e IV *Application or Permit Numbers: (from Dept. of Planning & Zoning) # qD - 04 49 Final Plat Permit #_ZT-_- 05 - 1 59 Road & Utility Const. Permit Engineer's Information for flows over 1,000 gpd Name of Engineer: Mr. Jeff Kershner Firm: Donald L. Hamlin Consulting Engineers, Inc. Mailing address: 136 Pearl Street Essex Junction, VT 05452 Phone and fax: Tel !l 878-3956 Fax !l 878-2679 7201 PE License #: APPLICATION for WASTEWATER ALLOCATION *Flow Calculations (You may substitute an engineer's calculation or letter for the information requested below) For additional bedrooms in single-family homes: Number of existing bedrooms: N/A Number of additional bedrooms requested: For other residential projects, list number of bedrooms and units requested: Number of bedrooms x Number of Gallons per units x day per unit = Total flows 1 150 2 300 3 4 5 450 600 750 6+ (specify) TOTAL For commercial and industrial projects, list existing and proposed tenants, uses anc Tenant/ Number of Other Business Type of use seats, SF, etc. x Flow per unit Adjustments Total flow Multi- General 36,000 sf -(20% for municipal treatment Tenant Office 130 people x 15 gal/ plant) _ = 1,560 gpd TOTAL *Total development wastewater flow requested: 1,560 gallons per day Flow characteristics (for commercial and industrial projects) Volume: 1.560 gallons per day . flows: Flow rate: 1,560 gpd. 12 hours/day 60 min/hour x 5 (peaking factor) = 10.83gpm Strength: Typical domestic waste strenght base) on employee use only. There will be no industrial process discharges from this building. GREEN MOUNTAIN POWER CORPORATION 163 ACORN LANE • COLCHESTER, VT 05446-6611 • PHONE (802) 864-5731 • FAX (802) 655-8419 May 19, 2006 Mr. Robert T. Bouchard Development Manager 50 Joy Drive, P.O. Box 2009 So. Burlington, Vermont 05407-2009 Dear Mr. Bouchard: We have reviewed your letter of May 16, 2006, which requests Green Mountain Power's ability to serve the electric load for the proposed 36,000 square foot, two story commercial office building at 193 Tilley Drive in the Mountain View Office Park in South Burlington. As you know, our comments are required so that a meaningful assessment can be made under 10 VSA Section 6086 (a) (9) (J). When load data is not available, Green Mountain Power Corporation forecasts an average use for each structure. You have informed us that this project will consist of one 36,000 square foot commercial office building with air conditioning. Our review of this project assumes that all three phase motors larger than 10 H.P. and all single phase motors larger than 5 H.P. meet the requirement for reduced voltage starting unless written approval has been received from Green Mountain Power, and that none of the proposed structure(s) will have electric space heating. Based on this information and other developments with similar parameters, it is estimated that the total project as described will result in an estimated peak demand of 475 KVA. This requirement can be supplied from Green Mountain Power's existing and planned generation sources. If this estimate is not consistent with your load projections, Green Mountain Power Corporation must be made aware of the situation for planning purposes. We have evaluated the transmission and distribution system that will be used to serve your project's requirements and have determined that existing facilities are adequate for that purpose. We do not anticipate that your addition will require distribution or transmission improvements at this time or accelerate routine system improvements planned over the next two years. A new ability to serve request must be placed with Green Mountain Power if construction of the project has not begun within two (2) years of the date of this letter. Any new line extension construction necessary to provide service will be administered under GMP's line extension tariff. This tariff provides that line extensions will be installed in a right-of-way granted by the customer. GMP requires that these rights -of -way be unencumbered, a minimum of 10' wide and be protected by a legally binding easement. Any relocation of existing GMP facilities in public or private right of way that is required in conjunction with this project, or in conjunction with any highway improvements related to this project, will be administered under GMP's Robert T. Bouchard May 19, 2006 Page 2 relocation policy. This policy requires that the facilities be relocated within private right of way where possible, and that all costs be recovered from the project. In view of these facts, we conclude that the proposed development will not put an excessive or uneconomic demand on Green Mountain Power's facilities. Details concerning service size, scheduling, costs, etc., should be discussed with the Field Service Associate in your area. The Field Service Associate in your area can be reached by calling GMP's toll free number at 1-888-835-4672. In addition to demonstrating that Green Mountain Power has the capacity and the ability to provide service to your site and project, you will be required to demonstrate, under Criteria 9(f), that your project is designed to utilize energy in an efficient manner. The State of Vermont has recently chartered an "Energy Efficiency Utility". This organization is available to work with Act 250 permit applicants to help understand the requirements of Criterion 9(f) and to assist you or your client to design and construct an efficient building. A copy of this letter is being sent to the Efficiency Utility and they can be reached toll -free at 1-888-921-5990. cc: Engineering Files Glenn Ghostlaw Revision 2/01 193 Tilley Drive Mtn View Office Park 5-19-06.doc ,,sot ' on d v qo Vermont Gas CLEAN ENERGY. CLEAN AIR. May 19, 2006 Robert T. Bouchard Pizzagalli Properties, LLC 50 Joy Dr., P.O Box 2009 So. Burlington, VT 05403 RE: Ability to Serve and Energy Efficiency - Act 250 Criteria 9(F) and 9(J) PROJECT: Lot 3- 193111ley Drive, Mountain View Office Park Dear Robert: Vermont Gas Systems (VGS) will be pleased to provide natural gas service for the above referenced project. A feasibility study may be required to determine what contributions in aid of construction, if any, will be required for this project. Natural gas availability will be contingent upon entering into mutually acceptable construction agreements reflecting the outcome of the feasibility study, and acquiring necessary permits. If all of the previously stated conditions are met, Vermont Gas Systems can serve the additional load of the proposed project without affecting our present firm customers. This is the information you've requested regarding the 9(J) portion of the above referenced Act 250 permit application. In addition to demonstrating that VGS has the ability to provide natural gas service to your site and project, as required in Criterion 9(J), Act 250 will also require you to demonstrate, under Criterion 9(F), that your project is designed to utilize energy in an efficient manner. Technical assistance and life cycle cost analyses are available through Vermont Gas' energy efficiency programs to help you evaluate the natural gas efficiency of your proposed project. Incentives may also be available for measures clearly exceeding the Act 250 permit requirements. It is our hope that Vermont Gas can help you not only comply with the Act 250 permit requirements, but help your building projects be very energy efficient, with low operating costs. VGS' energy efficiency specialists work together with Efficiency Vermont project managers to assist customers conserve energy. VGS also works with the Burlington Electric Department's energy efficiency engineers to assist natural gas customers in the City of Burlington. For more information, or for assistance with the energy efficiency of your project, please contact Sandra LaFlamme at Vermont Gas at (802) 863-4511 ext. 389 or by e-mail at slaflamme(cD_vermontgas.com. For Efficiency Vermont contact Lisa Bobzien ((888) 921-5990 ext. 1144 or by e-mail at Ibobzien(a-)veic.org), and for the Burlington Electric Department contact Chris Burns ((802) 865-7337 or by e-mail at cburns(a)burlingtonelectric.com.) Please don't hesitate to call me at (802) 863-4511 ext. 303, if you have any questions regarding natural gas service to your property or for an application to receive natural gas. Singepely,� M rk Ber ron G mmerclal Sales Representative 802-863-4511 • P.O. Box 467, Burlington, VT 05402,0467 85 Swift Street, South Burlington, VT 05403 802-524-6559 • 165 Lake Street St. Albans, VT 05478 www.vermontgas.com V Z New impr photometi,_ ,performance You'll see double-digit increases in street side efficiency with the redesigned reflector and repositioned lamp in the AC Series. This compact forward -throw reflector has a main beam of 60"+from vertical (30' from horizontal), providing wide lateral distribution and excellent uniformities. A Backlight Shield accessory (standard on Wall Mount) permits precise cutoff adjustability. F- Three Sizes: 12' square x 5' deep (305 x 127 mm) 16' square x 6.5' deep (406 x 165 mm) V 22' square x 9.25' deep (559 x 235 mm) 111.J OLD Candlepower distribution curve of 40OW MH 16' Area Cutoff Light OLD 100' e0' eo' ea 2a a M W W. as tar 16a 46.6 1417 42➢ 12a - -i--_ 36.6 10a T ! ( -r..-. 303 Do.1. - - - 24,41 60 /� 1. 122 3U 24A 163 122 51 0, fit 1. 12 2 1&3 21.1 305 Isofootcandle plot of 4OOW MH Area Cutoff Light at 25' (7.6 m) mounting height, 0* tilt above horizontal, with backlight shield removed. 124 NEW Candlepower distribution curve of 40OW MH 16' Area Cutoff Light. NEW 1p1aa 6a 6a 40 20' a 2a 49 60' 60' 10D42.7 2a -j -�- j__ _ i�36,6 100 T _30,5 W NA W 1&3 M �- SI 122 2a - 6.1 T em 21 3 - — 6.1 4a- — 122 183 30.5 24A 163 122 &1 0. &1 122 1e3 24.4 30.5 Isofootcandle plot of 4OOW MH Area Cutoff Light at 25' (7.6 m) mounting height, 0' tilt above horizontal, with backlight shield removed. Housing Wattage/ Catalog Mounting Code Size (sq.) Lamp Number (Insert Code at' in Catalog #) 12' 15OW PSMI-I MAC'615-M 1 = 1-112' Close Pole Mount 16' T 32OW PSMH AC•632-M 2 = 6' Extended Pole Mourd 22' 75OW PSMH AC'675-M 3 = 2' Adjustable Filter 12' 50W MH MAC'405-D 4 = Yoke Mount 12' 70W MH MAC'407-D 6 = 1/2'Adjustable Filter 12' 10OW MH MAC_410-D (12' housing only) 12' 175W MH MAC'417-M K = Round Tube Off -Center 16' 175W MH AC'417-M Tenon Mount (16' housing only) 16' 25OW MH AC•425-M (For 2-3/8' or 3' O.D.) 16' 40OW MH AC'440-M M = Round Tube Off -Center 22' 1000W MH AC'499-M Direct Mount (16' housing only) 12' 35W HPS MAC'503-1 (Direct Filter for 4' sq. pole) 12' SOW HPS MAC•505-D W = Wall Mount 12' 70W HPS MAC'507-M (Backlight Shield is standard) 12' 10OW HPS MAC•510-M 8 = Without Mounting (hardware) 12' 15OW HPS MAC'515-M 16' 25OW HPS AC*S25-M NOTE When using multiple 22' sq. 16' 40OW HPS AC'540-M housings at 90' configuration, a special 12' Other lamp waltages available- consult factory arm is required; see page 150. T Reduced envelope lamp. ED28 for 32OW PSMH and 40OW MH; BT37 for 1000W MH. Options: (Factory -installed) Change Add After Description Suffix To Suffix 277V Reactor Ballast (PsmHomy) 27 120V Reactor ballast (50-150W HPS 12' housing only) 1 480V ballast MIM PS51H.175-10WW MH a M -aoow HPS only) 5 347V ballast (50W HPS only) (Canada only) 6 Quad -volt ballast (50 -100W MH only) M Tn-volt ballast (320W PSMH, T 50-1000W MH & 70-400W HPS only) (Canada only) Single Fuse (277V Reactor,120V, 277V or 347V) 27,1, 2 or 6 F Dual Fuse (208V, 240V or 480V) 3, 4 or 5 F Quartz Standby (delay -relay type) (includes 100W 0 lamp) (rVa 277V Reactor) Q Button Photocell (Factory -installed with all mountings other than 2' Adjustable Filter) NOTE: n/a on 1000W w/l20V; all 480V 27, 1, 2, 3, 4 or 6 P External Photocell (Factory -installed) (Page 133) For fixtures w/l00pW,12UV 1 P For fixtures w/480V 5 P Accessories: (Field -Installed) 12" housing 1V housing 22" housing Wire Guard FWG-12 FWG-16 FWG-22 Backlight Shield SBL-12 SBL-16 SBL-22 (standard on AC Series Wall Mount) Button Photocell (rim-inswindinudh.< ft2•edµt*kFintr) Catalog# For fixtures w/120V (n/a on 1000W) PC-1 For fixtures w/208, 240 or 27TV PC-2 For fixtures w/347V PC'6 Mountings.....................................................Page 116 Catalog Number Logic/Voltage Suffix Key ........................... Page 115 Optical Systems ........................................... Pages 105-107 Accessories ...................................................Page 133 Mounting Anernaffves..................................... . Pages 150-151 Mounting Brackets .... ..................................... Pages 152-153 Poles .................................................... Pages 154-157 V Z Z V J Lamp /ncludedl E8 Series (shown with Bronze Shroud option) Id Up/Downe 1 Shielded E5 Series E8 Series Up/Down Cutoff Deep Shielded The optics provide controlled uptight Front brightness shielding without and downlight with side cutoff. The E5 sacrificing wide light distribution. The Series optics are also available for E8 works ideally over entrances. vertical mounting; add suffix "R" to catalog number. NOTE: 50-watt MH with suffix "G' is supplied with a glass insert to allow operation in the wall -mounted position. Candlepower Distribution Curve of 50W HPS E5 Up/Down Cutoff Light. �j 9 r MEN Candlepower Distribution Curve of 70W HPS E8 Deep Shielded Light. � It1EW ft ro u a Mwnnns r60r Mu in u a M tiny H Iglg Isofootcandle plot of one 50W HPS Isofootcandle plot of one 70W HPS E5 Up/Down Cutoff Light at 10' (3.0 m) E8 Deep Shielded Light at 15' (4.6 m) mounting height (plan view). mounting height (plan view). 225• (10 .2' 6.45' (57 mm) (164 mm) I v too,- 6.0' i-_(254 mm) (152mm) For 70W and 100W HPS with quad -volt or tri-volt, and all MH fixtures, the 63 housing depth is 3' (76 mm , and the overall fixture depth is 7.Y �183 mm). Orderr I Wattage/ Catalog Mounting Description Lamp Type Number Position up/Down Cutoff 50W MH E5405-DG Wall 35W HPS E5503-1 Any 50W HPS E5505-1 Any Deep Shielded 50W MH E8405-D Wall Downlight only 70W MH E8407-D Wall Downlight only 35W HPS E8503-1 Any 50W HPS E8505-1 Any 70W HPS E8507-1 Wall Downlight only 10OW HPS E8510-1 Wall Downlight only NOTE: Suffix'G" Indicates glass insert is supplied. Options: (Factory -installed) Change Add After Description Suffix To Suffix Single -volt ballast (2T7V, 208V or 240V) 2, 3 or 4 (35-50W HPS only) Quad -volt ballast (70-100W HPS only) M Quad -volt ballast (50-70W MH) M 34TV ballast (50W HPS only) 6 Tri-volt ballast (50 8 70W MH only) (Canada only) T Tn-volt ballast (70 8100W HPS only) (Canada only) T Photocell (120V, 2TTV, 208V, 240V or 347V) 1, 2, 3, 4 or 6 P Bronze Color Shroud BS Gold Color Shroud (not available on 10OW HPS) GS High Power Factor ballast H Tamperproof Lens Fasteners J Vertical Mounting (E5 Series only) R NOTE Not available when both hpf and photocell supplied Polycarbonate Lens V Accessories: (Field -installed) Description Catalog Number Surface Mounting Box EW7 Pole Mounting Bracket PAS-7 Tamperproof Screwdriver TPS-1 Catalog Number LoglWoltage Suffix Key ............................ Page 11 BollardPanel ................................................... Page 31 Accessories.................................................... Page 39 E5 Series Mounting Multipliers Ed Series Mounting Multipliers Height Multiplier Height Multiplier 7' (2.1 m) 2.04 8' (2.4 m) 3.52 8' (2.4 m) 1.56 10' (3.0 m) 2.25 9' (2.7 m) 1.23 17 (3.7 m) 1.56 10' (3.0 m) 1.00 15' (4.6 m) 1.00 12' (3.7 m) 0.69 2Y (6.1 m) 0.56 15' (4.6 m) 0.44 25' (7.6 m) 0.36 20' (6.1 m) 0.25 The E5 Series photometric data was developed in testing Ruud fixtures with clear, 50W HPS 4,000 lumen medium base lamps. Footcandle readings for other wattages and lamp types may be obtained by multiplying the chart values by the following: Lamp/Wattages Multiplier 50W MH 0.85 35W HPS 0.56 The E Series photometric data in this section was developed in testing Ruud fixtures with clear, 70W HPS 6,400 lumen medium base lamps. Footcandle readings for other wattages and lamp types may be obtained by multiplying the chart values by the following: Lamp/Wattages Multiplier 50W MH 0.53 70W MH 0.86 35W HPS 0.35 50W HPS 0.63 10OW HPS 1.48 Lamp Included! Construction Unlike other bollards, this unique design positions the lens on the lop of the fixture. The clear lens is sturdy injection - molded acrylic (HC) or polycarbonate (HCD and HCF). It attaches to the housing with an overlapping die-cast aluminum retainer ring. For quick relamping, only four flush -mounted, stainless -steel fasteners need to be removed from the base. Two silicone lens seals prevent moisture from entering the lens. Optional decorative Dome Top or Extended Flat Tap styles also are available. The housing is an aluminum extrusion that is standard with our exclusive DeltaGuardO finish, featuring an E-coat epoxy primer with bronze ultra -durable powder topcoat. Consult factory for availability of other finish colors. The housing fastens to a cast -aluminum base with four supplied 1/4-20 flat -head, stainless -steel screws. Within the housing, a formed and channeled heavy -gauge steel frame supports the electrical components and reflector. A double -lip silicone seal at the top of the reflector and a sealed lamp socket prevent insects, dirt and moisture from entering the optical system. Ballast A high -power -factor ballast is standard. The 13-watt fluorescent and 35-watt HPS bollards are standard with a 120-volt ballast and are available with an optional 277-volt ballast. 100W HPS is standard with a quad -volt ballast (120120812401277). All other wattages are standard with a dual -volt ballast (1201277V; in Canada, on 50-watt MH and all 70- and 100-watt fixtures, a tri- volt (120/277/347V) ballast is supplied). In the U.S., additional quad -volt (120/208/240/277V) ballast option for 50-to-100-watt MH and 70-watt HPS bollard is available. Lamps 13-watt quad -tube compact fluorescent; 50, 70,100W MH; 35, 50, 70 and 1OOW HPS. Installation The entire extrusion and lens can be removed from the base as one assembly. The base is secured to a concrete footing using three 3/8' x 6' steel anchor bolts supplied. We suggest installation in a 2' deep x 12' diameter poured base, unless soil type and frost line in your area dictate a deeper base. A 3-inch diameter conduit opening is provided in the base for ease of wiring. Performance The exclusive optical system of the clear lens HC Series produces twice the light output of most competitive products. A 70` main beam provides uniform distribution with low brightness at spacings up to 40 feet. While only 36 inches high, the HC Series achieves a light center slightly less than 3 feet. (Other bollards need 42 inches of height to accomplish this.) Labels The Round Bollard is UL Listed in the U.S. and Canada for wet locations and enclosure classified IP65 per IEC 529 and IEC 598, OrderHC JMs r r Wattage/ Catalog Number Catalog Number Lamp Type Standard Dome Top Extended Flat Top Clear Lens 50W MH HC405-D HCD405-D HCF405-D 70W MH HC407-D HCD407-D HCF407-D 100W MH HC410-D HCD410-D HCF410-D 35W HPS HC503-1 HCD503-1 HCF503-1 50W HPS HC505-D HCD505-D HCF505-0 70W HPS HC507-M HCD507-M HCF507-M TOM HPS HC510-M HCD510-M HCF510-M 13whluorescent HC213-1 HCD213-1 HCF213-1 Options: (Factory -installed) Description 277V ballast (fluorescent only) Change Suffix To 2 Add After Suffix Quad -volt ballast (50-100W MH) M Tri-volt ballast (50-100W MH) (Canada only) T Tri-volt ballast (70 & 100W HPS only) (Canada only) T 347V ballast (50W HPS only) 6 Single Fuse (120V, 277V or 347V) 1, 2 or 6 F Dual Fuse (208V or 240V) 3 or 4 F Photocell (120V, 277V, 208V, 240V or 347V) 1, 2, 3, 4 or 6 P 180' Shielded Clear Lens A Tamperproof Lens Fasteners J Polycarbonate Lens (HC Series only) V Accessories: Description Catalog t Louver (Field -installed) HCL Tamperproof Screwdriver TPS-1 Catalog Number LogicNoltage Suffix Key ............................ Page 11 Accessories ........................................... ........ Page 39 -;mot :xaf✓,�e�.«x �Y Extended Flat Top with Clear Lens (HCF) # X C C 0 t� n Z n SE Group Planning & Design 131 Church Street, Burlington, Vermont STATEMENT OF PROBABLE COST Project Name Mountain View Business Park Lot 3 Drawing Referenced: L1.0 - Planting Plan Date Prepared: September 24, 2007 Date of Prices: May-06 Project Status: Revisions: Sheet 1 of 1 KEY ITEM QUANTITY UNIT UNIT COST SUB TOTAL REMARKS TREES AC Serviceberry 21 EA. $425.00 $8,925.00 2 1/2-3" Cal. AF Red/Silver Maple 1 lEA. $540.00 $540.00 2 1/2-3" Cal. AR Armstrong Red Maple 12 EA. $400.00 $4,800.00 2 1/2-3" Cal. GT Shade Master Honeylocust 1 EA. $450.00 $450.00 2 1/2-3" Cal. PC Callery Pear 13 EA. $450.00 $5,850.00 2 1/2-3" Cal. PG -a White Spruce 7 EA. $210.00 $1,470.00 6-8' PG-b White Spruce 7 EA. $325.00 $2,275.00 8-10' Sub -Total: $24,310.00 SHRUBS CS Redosierpogwood 25 EA. $65.00 $1,625.00 30-36" EA Compact Burning Bush 83 EA. $65.00 $5,395.00 24-30" TO Dark American Arborvitae 8 EA. $65.00 $520.00 5-6' VT Compact Euro. Cran. Viburnum 10 EA. $65.00 $650.00 24-30" Sub -Total: $8,190.00 Total: $32,500.00 Page 1 SE Group Planning & Design 131 Church Street, Burlington, Vermont STATEMENT OF PROBABLE COST Project Name Mountain View Business Park Lot 3 Drawing Referenced: L1.0 - Planting Plan Date Prepared: September 24, 2007 Date of Prices: May-06 Project Status: Revisions: Sheet 1 of I KEY ITEM QUANTITY UNIT UNIT COST SUB TOTAL REMARKS TREES AC Serviceberry 21 EA. $425.00 $8,925.00 2 1/2-3" Cal. AF Red/Silver Maple 1 EA. 1 $540.00 $540.00 2 1/2-3" Cal. AR Armstrong Red Maple 12 EA. $400.00 54,800.00 2 1/2-3" Cal. GT Shade Master Honeylocust 1 EA. $450.00 $450.00 2 1/2-3" Cal. PC Callery Pear 13 EA. $450.00 55,850.00 2 1/2-3" Cal. PG -a White Spruce 7 EA. $210.00 $1,470.00 6-8' PG-b White Spruce 7 EA. $325.00 $2,275.00 8-10' Sub -Total: $24.310.00 SHRUBS CS Redosier Dogwood 25 EA. $65.00 $1,625.00 30-36" EA Compact Burning Bush 83 EA. $65.00 $5,395.00 24-30" TO Dark American Arborvitae 8 EA. $65.00 $520.00 5-6' VT Compact Euro. Cran. Viburnum 10 EA. $65.00 $650.00 24-30" Sub -Total: $8,190.00 Total: $32,500.00 Page I SE Group Planning & Design 131 Church Street, Burlington, Vermont STATEMENT OF PROBABLE COST Project Name Mountain View Business Park Lot 3 Drawing Referenced: L1.0 - Planting Plan Date Prepared: September 24, 2007 Date of Prices: May-06 Project Status: Revisions: Sheet 1 of 1 KEY ITEM QUANTITY UNIT UNIT COST SUB TOTAL REMARKS TREES AC Serviceberry 21 EA. $425.00 $8,925.00 2 1/2-3" Cal. AF Red/Silver Maple 1 EA. 1 $540.00 $540.00 2 1/2-3" Cal. AR Armstrong Red Maple 12 EA. $400.00 $4,800.00 2 1/2-3" Cal. GT Shade Master Honeylocust 1 EA. $450.00 $450.00 2 1/2-3" Cal. PC Callery Pear 13 EA. $450.00 $5,850.00 2 1/2-3" Cal. PG -a White Spruce 7 EA. $210.00 $1,470.00 6-8' PG-b White Spruce 7 EA. $325.00 $2,275.00 8-10' Sub -Total: $24,310.00 SHRUBS CS Redosierpogwood 25 EA. $65.00 $1,625.00 30-36" EA Compact Burning Bush 83 EA. $65.00 $5,395.00 24-30" TO Dark American Arborvitae 8 EA. $65.00 $520.00 5-6' VT Compact Euro. Cran. Viburnum 10 EA. $65.00 $650.00 24-30" Sub -Total: $8,190.00 Total: $32,500.00 Pngc 1 MOUNTAIN VIEW BUSINESS PARK- LOT 3 KEY BOTANICAL NAME TREES AC Amelanchier canadensis AF Acer rubmm x freemanii'Autumn Blaze' AR Acer mbrum'Armstrong' GT Gleditsia triacandm PC Pyrus calleryana'Chanticleer' PGa Picea glauca PGb Picea glauca SHRUBS CS Comus sericea Baileyl' EA Euonymus alatus'Compactus' TO Thuja occidentalis VT Viburnum trilobum'Compacta' ' - MOUNTAIN VIEW ' - - BUSINESS PARK LOT 3 - - - - - - - _ - South Burlington, Vermont Planning & Design 131 Chul h Sheet 9 rWVlt i, 1 - - ' ' Bane: (802) e624x196 / \ Z tax: (802)865-2440 pizzagalli \\ / _ ' - - , ' ,• ' --- /� —_ 3-AC\ ` • -' ' •' . \ ` P r P P . r t I . . , 11. Developer TRANSPLANYED TREE -'C� ,.� / / _ _2-PCB — \ FROM STREET TRtE ` __'-r_�'. \ -- \ ' i South 802Bud1.6511.131505/07 2-PC ` _ 7► CS C EA 5-EA 5-EAEA I ,-AR AR -EA- � -AR _ • el 1-AR +� o zo• 40• Bo• _ 2 1-AC Ile\ EAR 1 I I -AC VT VT 2-AC / -VT Drawn BY MJL Ctwdced By: MKW 6-EA 1-PG / I \ / 2-PG1, 3-AC 2-PG /\ ' . ' 1PGa r 1-P\ / 1--PGb / � / 1000, • - I .... / m Deb ' • . / /%� i it 1 \`t \ 1 `_�\\\ . ��, I ' - , ' • , ' / / ( Title C PLANTING PLAN . •� / •� \ -"'' I / I - � \ Shot Number: P.J-� / I ' • . ^ '_ I I t j . .' \ . • _ j ^ n `' Ner. 05 237 File: umb ' \ File: L0. 7.PIan4Plang PIan.Mq NOTE: EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING, OR SURVEYORS TAPE TO PREVENT FUTURE GIRDLING. SURROUNDING SOIL SHOULD NOT NOTE: EXAMINE ENTIRE TREE AND REMOVE EXCEED 80% COMPACTION, DRAINAGE ALL NURSERY TAGS, ROPE, STRING, OR WILL BE REQUIRED IF COMPACTED SURVEYORS TAPE TO PREVENT FUTURE SOILS ARE PRESENT TOP OF ROOTBALL TO BE PLACED GIRDLING. 12" X 1 1/2' NYLON/COTTON WEAVE AT SAME LEVEL THAT IT WAS SURROUNDING SOIL SHOULD NOT TIES WITH 3/4" GROMMETS GROWN IN NURSERY. SLIGHT ROOT FLARE SHOULD BE EVIDENT. EXCEED 80% COMPACTION, DRAINAGE WILL BE REQUIRED IF COMPACTED 118" 7 X 7 STEEL CABLE FASTENED F%� ROOT FLARE SHOULD BE AT OR SOILS ARE PRESENT W/ (2) ZINC PLATED CABLE CLAMPS. SLIGHTLY ABOVE FINISHED COVER GUYS W/T OF 3/8" DIA. SLIP 3 GRADE. NYLON WEBBING PLASTIC TUBING. R TURNBUCKLE, EYE 8 EYE, ZINC 2" WELL COMPOSTED BARK MULCH FASTEN WIRE BELOW POINT OF PLATED, 10 5/8' OPEN LENGTH, 3/8' CUT AND REMOVE BURLAP MAJOR BRANCHING OR TO MAJOR THREAD DIA INSTALL W/ TURNBUCKLE FROM ROOTBALL OUTSIDE TRUNK. IN OPEN POSITION. PLANT MIX 2 } HARDWOOD STAKES. ALIGIJ� TEMPORARY WATERING BASIN • 3 PARTS NATIVE SOIL STAKES PARALLEL WI ROAD/ WALKS \ • 1 PART WELL COMPOSTED OR PARALLEL W/ DIRECTION OF (3) DUCKBILL TYPE ANCHORS COW MANURE PREVAILING WIND. RE DETAIL E/1-2.0 ALL STAKES TO BE CONSISTENT. - FINISH GRADE TEMPORARY WATERING BASIN BREAK APART EDGE OF EXCAVATION � 1 FILTER FABRIC BREAK APART EDGE OF EXCAVATION W/ SHOVEL AND BLEND PLANT MIX W/ EXISTING SOIL TO PROVIDE - �c� �. \� GRAVEL W/ SHOVEL AND BLEND PLANT MIX W/ EXISTING SOIL TO PROVIDE TRANSITION TO UNDISTURBED GRADE. / /\/ 4' PERFORATED PIPE WHERE Ilk TRANSITION TO UNDISTURBED GRADE APPLICABLE. PERFORATIONS UNDISTURBED GRADE: LAID DOWN UNDER DRAIN. ESCAVATE ONLY TO SPECIFIED UNDISTURBED GRADE PLANTING DEPTH TO ENSURE 1'-6" 1' REQ'D V V-6" EXCAVATE ONLY TO SPECIFIED STABLE BASE SB min. see specs. min. PLANTING DEPTH TO ENSURE STABLE BASE EVERGREEN PLANTING i1 SCALE I/4"=1'4" p-evertree.dwg PLANT SPACING PLANT CENTER PLANT ROW ALL EQUAL OR AS SHOWN ON PLANTING PLAN NM4SER OF CM- ROW •A• PIANiS50. Ff. SO.C. 61.W 004 4'O.C. 41.W 0.07 39. O.C. 213 OA2 00. O.C. 29.00• 0.1. ]4.O.C. 20.78• 0- NOTE pUAN1mV OF SHRUBS AND BPACING AS NOTED IN PLAITING SCHEDULE. AIDE i SPECIFIED )OTBALL MIX "IED IE SHRUB PLANTING V SCALE: 1/2" = 1'-0" TOP OF ROOTBALL TO BE PLACED AT SAME LEVEL THAT IT WAS GROWN IN NURSERTY. SLIGHT ROOT FLARE SHOULD BE EVIDENT. ROOT FLARE SHOULD BE AT OR SLIGHTLY ABOVE FINISHED GRADE. 2" WELL COMPOSTED BARK MULCH CUT AND REMOVE BURLAP FROM ROOTBALL PLANT MIX - 3 PARTS NATIVE SOIL - 1 PART WELL COMPOSTED COW MANURE FINISH GRADE FILTER FABRIC GRAVEL 4" PERFORATED PIPE WHERE APPLICABLE. PERFORATIONS LAID DOWN UNDER DRAIN B TREE PLANTING SCALE 1/4" = V-0" Tree Planting.dwg 180' ALIGN STAKES PARALLEL W/ ROAD OR WALKS 180' EDGE OF WALK OR CURB A. TREE STAKING ALONG ROAD OR WALKS DIRECTION OF PREVAILING WIND ALIGN STAKES PARALLEL W/ DIRECTION OF PREVAILING WIND. ALL STAKES TO BE CONSISTENT. B. TREE STAKING IN OPEN SPACES O 120" 120" 3' CALIPER TREES ORLARGER- ALIGN 2 STAKES PARALLEL O 120• O W/ ROAD OR WALKS EDGE OF WALK OR CURB C. TREE GUYING D TREE STAKING LAYOUT NO SCALE p—stake.dwg MOUNTAIN VIEW BUSINESS PARK LOT 3 South Burlington, Vermont Planning & Design 131 Chutch Street Btxl M m, V—t 05401 phase: (802) 862-0098 (802) 865-2440 .segrp— PC pizzagalli p r a P. r i l , 11 p Developer S0 Joy D South Bud gtm, VT OW7 802.651.1315 Srale: AS NOTED Dete: 11525.06 Drawn BY MJL Checked By. MKW Ft-m me: The PLANTING DETAILS Sheet Number. L2.0 Project Number. 05237 File: 110 - PIan80g Dete ,d,. g MOUNTAIN VIEW BUSINESS PARK- LOT 3 KEY BOTANICAL. NAME TREES AC Amelanchier canadensis AF Acer rubrum x lreemanii'Autumn Blaze' AR Acer rubrum'Armstrong' GT Gleditsia hiacanthos PC Pyrus calleryana'Chanlicloer' PGa Picea glauca PGb Picea glauca SHRUBS CS Comus sericea'Baileyi* EA Euonymus alatus'Compactus' TO Thu)a occidentalis VT Viburnum trilobum'Compacia' i COMMON NAME QTY SIZE REMARKS Shadblow Serviceberry 21 2 1/2-3' Cal. B&B, 6' Branching Ht (Min.) Autumn Blaze Maple 1 2 1/2-3' Cal. B&B, 6' Branching HL (Min.) Armstrong Red Maple 12 2 12-3" Cal. B&B, 6' Branching HL (Min.) Shade Master Honeylocust 1 2 12-3" Cal. B&B, 6' Branching HL (Min.) Callery Pear 13 2 12$ Cal. B&B, 6' Branching F1t (Min.) White Spruce 7 6-B' B&B, Full White Spruce 7 8-10' B&B, Full Rodosier Dogwood 25 30-36" B&B, Plant 36" o.c. Compact Burning Bush 83 24-30" B&B, Plant 30' o.c. Dark American Arborvitae 8 5-6' B&B, Full Compact Amer. Cran. Viburnum 10 24-30' B&B, Plant 30' o.c. TRANSPLANTED TREE 24-C ` - \ FROM STREET TRIE 1-G1 24PC ® \ le 7< l \ 1-AF ��Fp[Y�'�7I1\-JI t7 • i� a gill r. s 1 AR %NEA fir. ' UIlk LA -PC • I MOUNTAIN VIEW BUSINESS PARK LOT 3 South Burlington, Vermont Planning & Design 131 Chum SO B."lm, Vermont 05401 pt— (802)862-0098 faR: (802) 8652440 rWW.S 91P.— PC, pizzagalli prop Developer 50 Joy Dn South Burlinglm, Vr Owl 802 651.1315 0 o za a ♦ so Sub: 1' = �, Dab: 05.25o6 Drawn By. MJL Che ked BY MKW Re irs Title PLANTING PLAN Sheet Number L1.0 PmpU Number 05237 File: L1.0,P1anling PIan.Cwg { NOTE: EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING, OR SURVEYORS TAPE TO PREVENT FUTURE GIRDLING. ,P SURROUNDING SOIL SHOULD NOT 9F NOTE: EXAMINE ENTIRE TREE AND REMOVE EXCEED 80% COMPACTION, DRAINAGE ALL NURSERY TAGS, ROPE, STRING, OR WILL BE REQUIRED IF COMPACTED SURVEYORS TAPE TO PREVENT FUTURE GIRDLING. SOILS ARE PRESENT TOP OF ROOTBALL TO BE PLACED AT SAME LEVEL THAT IT WAS SURROUNDING SOIL SHOULD NOT 12' X 1 12' NYLON/COTTON WEAVE GROWN IN NURSERY. SLIGHT EXCEED 80% COMPACTION, DRAINAGE TIES WITH 3/4' GROMMETS ROOT FLARE SHOULD BE EVIDENT. WILL BE REQUIRED IF COMPACTED 1/8' 7 X 7 STEEL CABLE FASTENED F� ROOT FLARE SHOULD BE AT OR SOILS ARE PRESENT W/ (2) ZINC PLATED CABLE CLAMPS. SLIGHTLY ABOVE FINISHED COVER GUYS WITOF 3/8' DUl SLIP GRADE. NYLON WEBBING PLASTIC TUBING. F 2' WELL COMPOSTED BARK MULCH TURNBUCKLE, EYE 6 EYE, ZINC CUT AND REMOVE BURLAP FASTEN WIRE BELOW POINT OF MAJOR BRANCHING OR TO MAJOR PLATED, 10 5/8- OPEN LENGTH, 3/8- THREAD DIA INSTALL W/ TURNBUCKLE FROM ROOTBALL OUTSIDE TRUNK. IN OPEN POSITION. PLANT MIX 2 � HARDWOOD STAKES. ALIGN—� -)1-• 3 PARTS NATIVE SOIL STAKES PARALLEL W/ ROAD/ WALKS \ TEMPORARY WATERING BASIN • 1 PART WELL COMPOSTED OR PARALLEL W/ DIRECTION OF (3) DUCKBILL TYPE ANCHORS COW MANURE PREVAILING WIND. RE DETAIL EA2.0 ALL STAKES TO BE CONSISTENT. — FINISH GRADE TEMPORARY WATERING BASIN BREAK APART EDGE OF EXCAVATION \ FILTER FABRIC BREAK APART EDGE OF EXCAVATION W/ SHOVEL AND BLEND PLANT MIX > / W/ SHOVEL AND BLEND PLANT MIX t'-1 W/ EXISTING SOIL TO PROVIDE �//\ \ \ /\/\ GRAVEL W/ EXISTING SOIL TO PROVIDE TRANSITION TO UNDISTURBED GRADE.\\\\�/\�/ �� / AI'PERFORATED PIPE WHERE TRANSITION TO UNDISTURBED GRADE APPLICABLE. PERFORATIONS UNDISTURBED GRADE: RA UNDISTURBED LAID DOWN UNDER DRAIN. UNDISTURBED GRADE ONLY SPECIFIED ESCAVPLANTING DEPTH TO ENSURE V-6- V AS REQ V V-6' EXCAVATE ONLY TO SPECIFIED STABLE BASE min. see specs. m1n. PLANTING DEPTH TO ENSURE STABLE BASE AEVERGREEN PLANTING SCALE 1/4'= 1'-(r p-evertree.clwg PLANT SPACING PLANT CENTER PLANT ROW ALL EQUAL OR AS SHOWN ON PLANTING PLAN N EROF SPACMO 9' ROW •A• PLANTSISQ, FT. S O.C. 61.w 0'U 4'O.C. 11T 0.07 w o'c. 31T 0.12 wo.c. — 0.16 N.O.C. Mw 02e NOTE: aW Wm7Y of SIRI&5 AND WA AS NOTED IN PVJlTRq SCIIEWLF. FINISH GRADE MULCH, AS SPECIFIED SHRUB ROOTBALL PLANTING MIX AS SPECIFIED SUB GRADE C SHRUB PLANTING SCALE: 1/2" = 1'-0" 180' 1B0' TOP OF ROOTBALL TO BE PLACED AT SAME LEVEL THAT IT WAS GROWN IN NURSERTY. SLIGHT ROOT FLARE SHOULD BE EVIDENT. ROOT FLARE SHOULD BE AT OR SLIGHTLY ABOVE FINISHED GRADE, 2' WELL COMPOSTED BARK MULCH CUT AND REMOVE BURLAP FROM ROOTBALL PLANT MIX - 3 PARTS NATIVE SOIL - 1 PART WELL COMPOSTED COW MANURE FINISH GRADE FILTER FABRIC GRAVEL 4' PERFORATED PIPE WHERE APPLICABLE. PERFORATIONS LAID DOWN UNDER DRAIN �Q1 TREE PLANTING V SCALE I/4'=1'-W Tree PtantingAwg ALIGN STAKES PARALLEL W/ ROAD OR WALKS EDGE OF WALK OR CURB A. TREE STAKING ALONG ROAD OR WALKS DIRECTION OF PREVAILING WIND ALIGN STAKES PARALLEL W/ DIRECTION OF PREVAILING WIND. ALL STAKES TO BE CONSISTENT. B. TREE STAKING IN OPEN SPACES O 120• 120' 3' CALIPER TREES ORLARGER- ALIGN 2 STAKES PARALLEL 120' W/ ROAD OR WALKS O O /--- EDGE OF WALK OR CURB C. TREE GUYING D TREE STAKING LAYOUT NO SCALE p-stake.dwg MOUNTAIN VIEW BUSINESS PARK LOT 3 South Burlington, Vermont Planning 3 Design 131 Ch J1 Sbeet B K Vt n, Velman105401 ph— (802) 662-0090 ff-W: (002)865-2440 .S-91P.— Pt pizzagalli Pro P— 1" , 11, Developer 50 Bu wVt—. VT 05407 602651.1315 Srak: AS NOTED D.W: 0515A6 0— BY MA Ch kW By. MKW Revisimr: Tme PLANTING DETAILS Sheet Number. L2.0 Pmjed Number. 05237 File. L2.0-PWnOng D.t .Wg Permit Number SD- D 1 - APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Pizzagalli Properties, LLC, 50 Joy Dr., So. Burlington, VT 05403 T: 802-660-6805 F: 802-660-6868 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 681, Pages 736 & 737 3) APPLICANT (Name, mailing address, phone and fax #) Pizzagalli Properties, LLC, 50 .Toy Drive; So. Burlington, VT 05403 T: 802-660-6800 F: 802-660-6868 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Fee simple. 5) CONTACT PERSON (Name, mailing address, phone and fax #) Robert Bouchard, Development Manager, Pizzagalli Properties, LLC, 50 Joy Dr, So.Burlington,VT 05403 T: 802-660-6800 F: 802-660-6868 6) PROJECT STREET ADDRESS: 193 Tilley Drive 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 0860-RR750 8) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) No existing uses on site. b) Proposed Uses on property (include description and size of each new use and existing uses to remain) Pizzagalli Properties, proposes to construct a two-story, 30,000 s.f., general office building with 150 parking spaces on Lot #3 of the Mountain View Office Park. c) Total building square footage on property (proposed buildings and existing buildings to remain) Proposed - 30,000 square feet, Existing -0- d) Proposed height of building (if applicable) 2 7 ' e) Number of residential units (if applicable, new units and existing units to remain) n/a f) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) 193 Tilley Drive, if built, would be the 3rd building in the Phase II subdivision. 9) LOT COVERAGE a) Building: Existing - % Proposed y 3 % b) Overall (building, parking, outside storage, etc) Existing - % Proposed / 9. F % c) Front yard (along each street) Existing - % Proposed - -O - % 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) none 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) Yes, Pizzagalli proposes to extend the existing sewer & water lines from Tilley Drive on to the site. 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this maybe provided on a separate attached sheet)_ Pizzagalli Properties has property abutting this site to the north, south and west. 50 Joy Drive, So. Burlington, VT 05403 East - Mr. John Illick, Technology Park, 30 Community Drive, So. Burlington,VT 05403 13) ESTIMATED PROJECT COMPLETION DATE September 30, 2008 14) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. A sketch subdivision application fee is $125. ehele'sta/. 2 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowle IGNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: I have reviewed this sketch plan application and find it to be: T. Complete ❑ Planning & Zoning or Designee 3 DONALD L. HAMLIN CONSULTING ENGINEERS, INC. Please Reply to: ENGINEERS AND LAND SURVEYORS P.O. Box 9 136 Pearl Street Essex Junction Essex Junction, Vermont 05452 Vermont 05453 September 20, 2007 Mr. Robert Bouchard Pizzagalli Properties, LLC 50 Joy Drive P.O. Box 2009 South Burlington, Vermont 05407-2009 Re: Mountain Office Park — Lot 3 Site Development Tel. (802) 878-3956 Fax (802) 878-2679 HamlinEngineers@dlhce.net Dear Mr. Bouchard: As you requested, we have estimated the water and sewer demand for the proposed 14,844 square foot, 2 story building on Lot 3 of the Mountain View Office Park. In addition, we have estimated the trip generation characteristics for the proposed site development. Water & Sewer Demand The estimated average water demand for this project is 1,688 gallons per day. This is based on 125 employees at 15 gallons per day and includes a 10% reduction for low flow plumbing fixtures. The estimated average sewer demand for this project is 1,500 gallons per day. This is based on 125 employees at 15 gallons per day, including a 20% reduction for connection to the municipal treatment plant. No allowance for infiltration is included as the building sewer piping is less than 500 feet in length, per Chapter One, Section 1-504(e) of the Environmental Protection Rules. Trip Generation Using the latest edition of ITE's Trip Generation manual, we have estimated the trip generation characteristics for the proposed site development based on Land Use Code 710, General Office Building. Table 1 below presents a summary of the estimated trip generation characteristics for the proposed ±29,688 s.f. office building (14,844 x 2 stories). Table 1 Trip Generation Entering Exiting Total Average Daily Trips 164 164 328 vpd AM Peak Hour 41 5 46 vph PM Peak Hour 8 37 45 vph Feel free to call with any questions regarding these matters. Res ectfully, yP Jeffrt.Kner, PVic WATER SUPPLY AND DISTRIBUTION SUBDIVISIONS TRAFFIC STUDIES WASTE WATER COLLECTION AND TREATMENT SKI AREAS PERMITTING ASSISTANCE STREETS AND HIGHWAYS RECREATION AND INDUSTRIAL PLANNING LAND SURVEYING AIRPORTS SOIL BORINGS SOLID WASTE MANAGEMENT Engineering - "The link between what we have and what we need" SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 October 12, 2006 Pizzagali Properties, LLC Mr. Robert Bouchard P.O. Box 2009 South Burlington, VT 05407-2009 RE: 193 Tilley Drive Dear Mr. Bouchard: In response to your request as to the capability of the South Burlington water distribution system to supply water to the above referenced project we submit the following: 1. Sufficient water storage is located at the South Burlington East Tank off Dorset Street in South Burlington. 2. Based upon your allocation request, a water service connection fee according to the City Water Ordinance Rate and Fee Schedule shall be applied to this project. It must be recognized by all developers that the Rate and Fee Schedule established by the South Burlington City Council may be modified at any time by resolution at an open meeting of the City Council. 3. Your water supply requirement for this proposed project (including a 36,000 square foot commercial office building with 130 employees) can be furnished by this Department without restricting or encumbering present South Burlington water customers. 4. You are also required to contact the Champlain Water District (CWD) in order that they verify supply, treatment, and transmission capability as the wholesale water supplier for the South Burlington Water Department. 5. Water is supplied to the referenced area through 8" distribution water mains. 6. This letter of availability is valid for a five-year period commencing on today's date and ending on October 12, 2011. If you have any questions or I can be of further assistance, please do not hesitate to call me. Sincerely, South Burlington Water Department AJayydeau Superintendent Cc. J. Fay D. Pratt C. Hafter APPLICATION for WASTEWATER ALLOCATION Please do not write below this line Application & Recording Fee Received:- "Ud a-- /0 02.E - 0& / Na e Date Receiving Plant: v Airport Parkway artlett Bay City Ce t r District: Yes �No Approved by Water EPft�:tion Control Department (Commercial and Industrial Projects) t' - - G L> ire or ater Pollution Control Da e Preliminary allocation issued: (payment of fee is not required) actor of Planning & Zoning Date Final Allocation Issued: (payment of fee is required, either in full or pro -rated for projects with multiple zoning permits involved) Director of Planning & Zoning Final Allocation Expires (Date) !/1:M with permit # Zoning Permit Issued permit # (Date) Associated WW connection permit (if applicable) # For Extensions of Final Allocation Only EXTENSION GRANTED to (Date) 50% EXTENSION FEE PAID (Date) (Date of Expiration) (Amount) APPLICATION for WASTEWATER ALLOCATION *Items marked with an asterisk must be filled in by ALL applicants *Applicant Information Applicant: Pizzagalli Properties, LLC Contact Person: Robert Bouchard Mailing address: 50 Joy Drive South Burlington, VT 05403 Telephone and fax for contact: Tel # 658-4100 Fax # 691-1 307 Property owner name (if not applicant): Ramp Property owner mailing address: Same *Physical location of project: 193 Tilley Drive Lot 3 Mountain View Office Park Site is located off northside of Tilley Drive cul-de-sac. *Signature of Applicant *Signature of Property Owner (Both applicant and property owner MUST sign the application!) *Project Information If the project is a single-family home, please check one: New Existing If not single-family home, project name: Mountain View Office Park - 193 Tilley Drive ase IV *Application or Permit Numbers: (from Dept. of Planning & Zoning) # S --04_- 49 Final Plat Permit #-Zp---_05- 159 Road & Utility Const. Permit Engineer's Information for flows over 1,000 gpd Name of Engineer: Mr. Jeff Kershner Firm: Donald L. Hamlin Consulting Engineers, Inc. Mailing address: 136 Pearl Street Essex Junction, VT 05452 Phone and fax: Tel 11 878-3956 Fax 11 878-2679 7201 PE License #: APPLICATION for WASTEWATER ALLOCATION *Flow Calculations (You may substitute an engineer's calculation or letter for the information requested below) For additional bedrooms in single-family homes: Number of existing bedrooms: N/A Number of additional bedrooms requested: _ For other residential projects, list number of bedrooms and units requested: Number of bedrooms x Number of Gallons per units x day per unit = Total flows 1 150 2 300 3 450 4 5 600 750 6+ (specify) TOTAL For commercial and industrial projects, list existing and proposed tenants, uses anc Tenant/ Number of Other Business Type of use seats, SF, etc. x Flow per unit Adjustments Total flow Multi- General 36,000 sf -(20% for municipal treatment Tenant Office 130 people x 15 gal/ plant) _ = 1,560 gpd TOTAL *Total development wastewater flow requested: 1,560 gallons per day Flow characteristics (for commercial and industrial projects) Volume: 1,560 gallons per day I flows: Flow rate: 1,560 gpd 4 12 hours/day 60 min/hour x 5 (peaking factor) = 10.839pm Strength: Typical domestic waste strenght based on employee use only. There will be no industrial process discharges from this building. GREEN MOUNTAIN POWER CORPORATION 163 ACORN LANE • COLCHESTER, VT 05446-6611 • PHONE (802) 864-5731 • FAx (802) 655-8419 May 19, 2006 Mr. Robert T. Bouchard Development Manager 50 Joy Drive, P.O. Box 2009 So. Burlington, Vermont 05407-2009 Dear Mr. Bouchard: We have reviewed your letter of May 16, 2006, which requests Green Mountain Power's ability to serve the electric load for the proposed 36,000 square foot, two story commercial office building at 193 Tilley Drive in the Mountain View Office Park in South Burlington. As you know, our comments are required so that a meaningful assessment can be made under 10 VSA Section 6086 (a) (9) (J). When load data is not available, Green Mountain Power Corporation forecasts an average use for each structure. You have informed us that this project will consist of one 36,000 square foot commercial office building with air conditioning. Our review of this project assumes that all three phase motors larger than 10 H.P. and all single phase motors larger than 5 H.P. meet the requirement for reduced voltage starting unless written approval has been received from Green Mountain Power, and that none of the proposed structure(s) will have electric space heating. Based on this information and other developments with similar parameters, it is estimated that the total project as described will result in an estimated peak demand of 475 KVA. This requirement can be supplied from Green Mountain Power's existing and planned generation sources. If this estimate is not consistent with your load projections, Green Mountain Power Corporation must be made aware of the situation for planning purposes. We have evaluated the transmission and distribution system that will be used to serve your project's requirements and have determined that existing facilities are adequate for that purpose. We do not anticipate that your addition will require distribution or transmission improvements at this time or accelerate routine system improvements planned over the next two years. A new ability to serve request must be placed with Green Mountain Power if construction of the project has not begun within two (2) years of the date of this letter. Any new line extension construction necessary to provide service will be administered under GMP's line extension tariff. This tariff provides that line extensions will be installed in a right-of-way granted by the customer. GMP requires that these rights -of -way be unencumbered, a minimum of 10' wide and be protected by a legally binding easement. Any relocation of existing GMP facilities in public or private right of way that is required in conjunction with this project, or in conjunction with any highway improvements related to this project, will be administered under GMP's Robert T. Bouchard May 19, 2006 Page 2 relocation policy. This policy requires that the facilities be relocated within private right of way where possible, and that all costs be recovered from the project. In view of these facts, we conclude that the proposed development will not put an excessive or uneconomic demand on Green Mountain Power's facilities. Details concerning service size, scheduling, costs, etc., should be discussed with the Field Service Associate in your area. The Field Service Associate in your area can be reached by calling GMP's toll free number at 1-888-835-4672. In addition to demonstrating that Green Mountain Power has the capacity and the ability to provide service to your site and project, you will be required to demonstrate, under Criteria 9(f), that your project is designed to utilize energy in an efficient manner. The State of Vermont has recently chartered an "Energy Efficiency Utility". This organization is available to work with Act 250 permit applicants to help understand the requirements of Criterion 9(f) and to assist you or your client to design and construct an efficient building. A copy of this letter is being sent to the Efficiency Utility and they can be reached toll -free at 1-888-921-5990. cc: Engineering Files Glenn Ghostlaw Revision 2101 193 Tilley Drive Mtn View Office Park 5-19-06.doc ,,so' cleon, o v Qo Vermont Gas CLEAN ENERGY. CLEAN AIR. May 19, 2006 Robert T. Bouchard Pizzagalli Properties, LLC 50 Joy Dr., P.Cl Box 2009 So. Burlington, VT 05403 RE: Ability to Serve and Energy Efficiency - Act 250 Criteria 9(F) and 9(J) PROJECT: Lot 3- 193111ley Drive, Mountain View Office Park Dear Robert: Vermont Gas Systems (VGS) will be pleased to provide natural gas service for the above referenced project. A feasibility study may be required to determine what contributions in aid of construction, if any, will be required for this project. Natural gas availability will be contingent upon entering into mutually acceptable construction agreements reflecting the outcome of the feasibility study, and acquiring necessary permits. If all of the previously stated conditions are met, Vermont Gas Systems can serve the additional load of the proposed project without affecting our present firm customers. This is the information you've requested regarding the 9(J) portion of the above referenced Act 250 permit application. In addition to demonstrating that VGS has the ability to provide natural gas service to your site and project, as required in Criterion 9(J), Act 250 will also require you to demonstrate, under Criterion 9(F), that your project is designed to utilize energy in an efficient manner. Technical assistance and life cycle cost analyses are available through Vermont Gas' energy efficiency programs to help you evaluate the natural gas efficiency of your proposed project. Incentives may also be available for measures clearly exceeding the Act 250 permit requirements. It is our hope that Vermont Gas can help you not only comply with the Act 250 permit requirements, but help your building projects be very energy efficient, with low operating costs. VGS' energy efficiency specialists work together with Efficiency Vermont project managers to assist customers conserve energy. VGS also works with the Burlington Electric Department's energy efficiency engineers to assist natural gas customers in the City of Burlington. For more information, or for assistance with the energy efficiency of your project, please contact Sandra LaFlamme at Vermont Gas at (802) 863-4511 ext. 389 or by e-mail at slaflamme(cDvermontgas.com. For Efficiency Vermont contact Lisa Bobzien ((888) 921-5990 ext. 1144 or by e-mail at Ibobzien(@veic.orq), and for the Burlington Electric Department contact Chris Burns ((802) 865-7337 or by e-mail at cburns0burlingtonelectric.com.) Please don't hesitate to call me at (802) 863-4511 ext. 303, if you have any questions regarding natural gas service to your property or for an application to receive natural gas. 7rk ly,� er rr C6mmercial Sales Representative 802-863-4511 • P.O. Box 467, Burlington, VT 0540M467 85 Swift Street, South Burlington, VT 05403 802-524-6559 • 165 Lake Street St. Albans, VT 05478 www.vermontgas.com New imp d photome. performance wrm You'll see double-digit increases in street side efficiency with the redesigned reflector and repositioned lamp in the AC Series. This compact forward -throw reflector has a main beam of 60'+ from vertical (30' from horizontal), providing wide lateral distribution and excellent uniformities. A Backlight Shield accessory (standard on Wall Mount) permits precise cutoff adjustability. Three Sizes: 12" square x 5' deep (305 x 127 mm) 16' square x 6.5' deep (406 x 165 mm) (� 22' square x 9.25" deep (559 x 235 mm) OLD Candlepower distribution curve of 40OW MH 16' Area Cutoff LighL OLD 100' tIR 60' �0' 20' 0' 20' W' 60' BO' l0a 160' I i i i i i 4e.E 140' 120 100 �I + N4 122 e.t a i i— 6m 20' — 12.2 30S NA 43 122 fit 0. 61 122 tfi3 NA 305 NEW Candlepower distribution curve of 4OOW MH 16' Area Cutoff Light NEW 1/00o' fiv 6v W 2a a W 47 60' BO• tar 27 368 (..— 100,_L_ 30.5 24.4 6a - - _ I. 1&3 40 f._ I. 2a r - 122 8.1 29 122 6a 1&3 30.5 NA 1n3 122 fit 0. fit 122 1&3 24A MS Isofootcandle plot of 40OW MH Isofootcandle plot of 40OW MH Area Cutoff Light at 25' (7.6 m) mounting Area Cutoff Light at 25' (7.6 m) height, O'tilt above horizontal, with mounting height, 0* tilt above horizontal, backlight shield removed. with backlight shield removed. 1 1 1 r 1 Housing Wattage/ Catalog Mounting Code Size (sq.) Lamp Number (Insert Code at ' in Catalog R) 12' 15OW PSMH MAC'615-M 1 = 1-112' Close Pole Mount 16' T 32OW PSMH AC-632-M 2 = 6' Extended Pole Mount 22' 75OW PSMH AC'675-M 3 = 2' Adjustable Fitter 12' 5OW MH MAC•405-D 4 = Yoke Mount 12' 7OW MH MAC'407-D 6 = 1/2'Adjustable Fitter 12' 10OW MH MAC'410-D (12' housing only) 12" 175W MH MAC `417-M K = Round Tube Off -Center 16' 175W MH AC'417-M Tenon Mount (16' housing only) 16' 25OW MH AC'425-M (For 2-3/8' or 3' O.D.) 16" 40OW MH AC-440-M M = Round Tube Off -Center 22' 1000W MH AC_499-M Direct Mount (16' housing only) 12' 35W HPS MAC'503-1 (Direct Filter for 4' sq. pole) 12' 5OW HPS MAC'505-D W = Wall Mount 12' 70W HPS MAC'507-M (Backlight Shield is standard) 12' 100W HPS MAC •510-M 8 = Without Mounting (hardware) 12' 15OW HPS MAC'515-M 16" 25OW HPS AC'525-M NOTE When using multiple 22' sq. 16' 400W HPS AC'540-M housings at 90' configuration, a special 12' Other lamp wattages available- tronsuh factoryarm is required; see page 150. Reduced envelope lamp. ED28 for 32OW PSMH and 4OOW MH; BT37 for 1 OOOW MH. Options: (Factory-instailed) Change Add After Description Suffix To Suffix 277V Reactor Ballast (PsraHonlyl 27 120V Reactor ballast (50-15OW HPS 12' housing only) 1 480V ballast PM PSMH,175-i000w MH a 7woow HPS only) 5 34TV ballast (50W HPS only) (Canada only) 6 Quad -volt ballast (50-100W MH only) M Tn-volt ballast (32OW PSMH, T 50-1000W MH & 70-400W HPS only) (Canada only) Single Fuse (277V Reactor, 12OV, 277V or 347V) 27,1, 2 or 6 F Dual Fuse (208V, 240V or 48OV) 3, 4 or 5 F Quartz Standby (delay-(elay type) (Includes 100W Q lamp) (Nor 277V Reactor) 0 Button Photocell (Factory -installed with all mountings other than 2' Adjustable Filter) NOTE: n/a on 1000W w/120V, all 480V 27,1, 2, 3, 4 or 6 P External Photocell (Factory -installed) (Page 133) For fixtures w/1000W,12oV I P For fixtures w/480V 5 P Accessories: (Field -installed) 12" housing 16' housing 22" housing Wire Guard FWG-12 FWG-16 FWG-22 Backlight Shield SBL-12 SBL-16 SBL-22 (standard on AC Series Wall Mount) Button Photocell (Field-ilapnedinRAM with2.7dkatabieFAW) Catalog # For fixtures w/120V (n/a on 1000W) PC-1 For fixtures w/208, 240 or 277V PC-2 For fixtures w/347V PC'6 Mountings.....................................................Page116 Catalog Number Logic/Voltage Suffix Key ........................... Page 115 Optical Systems ........................................... Pages 105-107 Accessories ...................................................Page 133 Mounting ANernagves...................................... Pages 150-151 Mounting Brackets ......................................... Pages 152-153 Poles .................................................... Pages 154-157 E8 Series (shown with Bron; Shroud option) Up/Down Cu & Deep Shielded E5 Series E8 Series Up/Down Cutoff Deep Shielded The optics provide controlled uptight Front brightness shielding without and downlight with side cutoff. The E5 sacrificing wide light distribution. The Series optics are also available for E8 works ideally over entrances. vertical mounting; add suffix "R" to catalog number. NOTE: 50-waft MH with suffix "G" is supplied with a glass insert to allow operation in the wall -mounted position. Candlepower Distribution Curve of 50W HPS E5 Up/Down Cutoff Light. I a �I�SAM 4Im®® MENEM Di:tarae to u"m a Mga,Vy �t Isofootcandle plot of one 50W HPS E5 Up/Down Cutoff Light at 10' (3.0 m) mounting height (plan view). 26 Candlepower Distribution Curve of 70W HPS E8 Deep Shielded Light. 3 a O� r �11 Mr WE Distance M O Or M_.'vw'm Isofootcandle plot of one 70W HPS E8 Deep Shielded Light at 15' (4.6 m) mounting height (plan view). 8.5' 6m 2.25' 4.Y I., 6.45' (57 mm) 10.0' - 6.0' 54 mm) (152mm) For 70W and 1 DOW HPS with quad -von or tri-volt, and all MH fixtures, the housing depth is T (76 mm), and the overall fixture depth is 7.7 183 mm). Order r r Wattage/ Catalog Mounting Description Lamp Type Number Position Up/Down Cutoff 50W MH E5405-DG Wall 35W HPS E5503-1 Any 50W HPS E5505-1 Any Deep Shielded 50W MH E8405-D Wall Downlight only 70W MH E8407-D Wall Downlight only 35W HPS E8503-1 Any 50W HPS E8505-1 Any 70W HPS E8507-1 Wall Downlight only 100W HPS E8510-1 Wall Downlight only NOTE: Suffix "G' indicates glass insert is supplied. Options: (Factory -installed) Change Add After Description Suffix To Suffix Single -volt ballast (277V, 208V or 240V) 2,3 or 4 (35-50W HPS only) Quad -volt ballast (70-100W HPS only) M Quad -volt ballast (50-70W MH) M 347V ballast (50W HPS only) 6 Tn-volt ballast (50 & 70W MH only) (Canada only) T Tn-volt ballast (70 & 10OW HPS only) (Canada only) T Photocell (12OV, 277V, 208V, 240V or 347V) 1, 2, 3, 4 or 6 P Bronze Color Shroud BS Gold Color Shroud (not available on 10OW HPS) GS High Power factor ballast H Tamperproof Lens Fasteners J Vertical Mounting (E5 Series only) R NOTE: Not available when both hpl and photocell supplied Polycarbonate Lens V Accessories: (Field -Installed) Description Catalog Number Surface Mounting Box ESB-7 Pole Mounting Bracket PAS-7 Tamperproof Screwdriver TPS-1 Catalog Number Logic/Voltage Suffix Key ............................ Page 11 Bollard Panel ................................................... Page 31 Accessories .................................................. Page 39 E5 Series Mounting Multipliers ES Series Mounting Multipliers Height Multiplier Height Multiplier T (2.1 m) 2.04 8' (2.4 m) 3.52 8' (2.4 m) 1.56 117 (3.0 m) 2.25 9' (2.7 m) 1.23 12' (3.7 m) 1.56 10' (3.0 m) 1.0o 15' (4.6 m) 1.00 12' (3.7 m) 0.69 20' (6.1 m) 0.56 15' (4.6 m) 0.44 25' (7.6 m) 0.36 20' (6.1 m) 0.25 The E5 Series photometric data was developed in testing Ruud fixtures with clear, 5OW HPS 4,000 lumen medium base lamps. Footcandle readings for other wattages and lamp types may be obtained by multiplying the chart values by the following: Lamp/Wattages Multiplier 50W MH 0.85 35W HPS 0.56 The E Series photometric data in this section was developed in testing Ruud fixtures with clear, 70W HPS 6,400 lumen medium base lamps. Footrandie readings for other wattages and lamp types may be obtained by multiplying the chart values by the following: Lamp/Wattages Multiplier 50W MH 0.53 70W MH 0.86 35W HPS 0.35 50W HPS 0.63 100W HPS 1.48 Construction Unlike other bollards, this unique design positions the lens on the top of the fixture. The clear lens is sturdy injection - molded acrylic (HC) or polycarbonate (HCD and HCF). It attaches to the housing with an overlapping die-cast aluminum retainer ring. For quick relamping, only four flush -mounted, stainless -steel fasteners need to be removed from the base. Two silicone lens seals prevent moisture from entering the lens. Optional decorative Dome Top or Extended Flat Top styles also are available. The housing is an aluminum extrusion that is standard with our exclusive DeltaGuard® finish, featuring an E-coat epoxy primer with bronze ultra -durable powder topcoat. Consult factory for availability of other finish colors. The housing fastens to a cast -aluminum base with four supplied 1/4-20 flat -head, stainless -steel screws. Within the housing, a formed and channeled heavy -gauge steel frame supports the electrical components and reflector. A double -lip silicone seal at the top of the reflector and a sealed lamp socket prevent insects, dirt and moisture from entering the optical system. Ballast A high -power -factor ballast is standard. The 13-watt fluorescent and 35-watt HPS bollards are standard with a 120-volt ballast and are available with an optional 277-volt ballast- 100W HPS is standard with a quad -volt ballast (120120812401277). All other wattages are standard with a dual -volt ballast (120/277V; in Canada, on 50-watt MH and all 70- and 100-watt fixtures, a Iri- volt (120/277/347V) ballast is supplied). In the U.S., additional quad -volt 020/208/240/277V) ballast option for %to-100-watt MH and 70-watt HPS bollard is available. Lamps 13-watt quad -tube compact fluorescent; 50, 70,10OW MH; 35, 50, 70 and 10OW HPS. Installation The entire extrusion and lens can be removed from the base as one assembly. The base is secured to a concrete footing using three 3/8' x 6' steel anchor bolts supplied. We suggest installation in a 2' deep x 12' diameter poured base, unless soil type and frost line in your area dictate a deeper base. A 3-inch diameter conduit opening is provided in the base for ease of wiring. Performance The exclusive optical system of the clear lens HC Series produces twice the light output of most competitive products. A 70' main beam provides uniform distribution with low brightness at spacings up to 40 feet. While only 36 inches high, the HC Series achieves a light center slightly less than 3 feet. (Other bollards need 42 inches of height to accomplish this.) Labels The Round Bollard is UL Listed in the U.S. and Canada for wet locations and enclosure classified IP65 per IEC 529 and IEC 598. HC JMs Order Wattage/ Catalog Number Lamp Type Standard r r Catalog Number Dome Top Extended Flat Top Clear Lens 5OW MH HC405-D HCD405-D HCF405-D 70W MH HC407 D HCD407-D HCF407-D 1o0W MH HC410-D HCD410-D HCF410-D 35W HPS HC503-1 HCD503-1 HCF503-1 50W HPS HC505-0 HCD505-D HCF505-D 70W hips HC507-M HCD507-M HCF507-M t00W HPS 1IC510 M HCD510-M HCF510-M 13W Fluorescent HC213-1 HCD213-1 IICF213-1 Options: (Factory -installed) Description 27TV ballast (fluorescent only) Change Suffix To 2 Add After Suffix Ouad-volt ballast (50-100W MH) M Tri-volt ballast (50-10OW MH) (Canada only) T Tn-volt ballast (70 & 10OW HPS only) (Canada only) T 347V ballast (50W HPS only) 6 Single fuse (120V, 217V or 347V) 1, 2 or 6 F Dual Fuse (208V or 240V) 3 or 4 F Photocell (120V, 277V, 208V, 240V or 347V) 1, 2, 3, 4 or 6 P 180• Shielded Clear Lens A Tamperproof Lens Fasteners J Polycarbonate Lens (HC Series only) y Accessories: Description Louver (Field -installed) Catalog i HCL Tamperproof Screwdriver TPS-1 Catalog Number LogicNoltage Suffix Key ............................ Accessories ......................................... Page 11 --•--......Page 39 180' Shielded Clear Lens option Dome Top with Clear Lens (HCD) Louver accessory (HCL) Extended Flat Top with Clear Lens (HCF) 37 C C 0 PIZZAGALLI PROPERTIES, LLC MOUNTAIN VIEW OFFICE PARK LOT 3 SITE DEVELOPMENT k�cEWEF[" SEP 2 4 ?007 City of So Burfm 9ton PROJECT "'" LEGEND SITE_—'— O RHATICN POLf q UTCN BA91N O � HroRANT QTELEI—Ne POLE ca GATE VALVE �•`" 5 I 0 IGNT ftoNTORNG WELL r � • ``� �� ,\ � I «,... RR... � / ��" • o wPPDRr colt xcD SEWER CLEANd1T . l'1 •�►`,' � i Pt'" a 1 1 ` �; I �� `�.'�/ \ eusu sGN NATURAL ws VALVE f „� • ► � i x �'' I�� f •• •; *••� I ! ' i \ oI Q �« {); A. o�" NAruRAL ws -TER ,' / $INitlS 1„ •'�. I � a t t \` �. •. ,I ^ I � / ,.,,.,� ..® � wNIPERan TREE a saN }}j / )?t{TiIOQi°EI YA„E y i� ` �i • ! 4 �•`•►� i '\«� `�' _ O• _ II ® ® POH• [KL'.IWQ1D TREE 0 HAIL BO% y„'S � . , ,, �•Sr: k � ! rv'1 mcc ar wooD► +`" rLAc rDLE ► �+ I f '��; y�� 1 r i /, • f / - �\ j �— EDGE Q WETLAND• CFILGUR LINE t'rt\ �1" l+ i y ✓ �r p: t III F; _1 — - — ,il< In —__—__-- . IRW PIPE POIMD WATER LINE , -aP F Irl i - ! /.1". Y. to ° '�—_—_.•—r-_�_ ° ` '\ A "VET$TATILH —4— YNITART �EW[R LINE •EN!R nAtuDl[ —D 9TORl'1 SEWER LINE �. I •-��p u / � ,i'x q f.�, •_.� r , I• `,,; r M,� �... � I Iw / / itr . \ f g o wuINAGE nAn,aE —o— NA—ws LINE ..I I�,,1 ° I • '° .W I I ® m TELEPHONE nNY1oLE —T— UIDER4Rp111D TDlR10nE i1 Iwl„ \�c 4 �_'� i InE .A ' .r.,un • �.S"�'s" i �, % � }�{) rwwE. � CLECTRKIJ. FMN410LE —E— UHDEPGROUND ELFGTRIUL —ON— UNDERG---E TELEVISION .. I ° SHEET INDEX i�... I OVERALL SITE PLAN "Wipe\• 2 SITE PLAN .. • , �� 3 LIGHTING PLAN 4 EROSION PREVENTION < SEDIMENT CONTROL PLAN 5 DETENTION BASIN PLAN 4 DETAILS ti •° ° `/ ('� '""°•� t.? t b SITE 4 EROSION CONTROL DETAILS :� D• �' ~„j L „Y� "� ��I d ®1 7 WATER, SEWER, 4 DRAINAGE DETAILS 80: g•° o °oo - ( 1 B 5 TECHNICAL SPECIFICATIONS ,.i �� f \\ q TECHNICAL 5PECIFICATION5 10 TECHNICAL SPEC IFICAT ION5 o ° � ° •,� __` \_ OBI\® DONALD L. HAMLIN CONSULTING ENGINEERS, INC. ,y�A6PFLVf••,�' No. 7201 � 136 Pearl Street, Essex Junction Vermont 05452 SEPTEMBER 2007 .' PNTAGALLI PROPERTIO, LLL C ) _ . .. .. .. .. .. ,. _ .. .. .. .. 1.1TN. W OF/ILE PARK _ . ,,. .. .. • . .. • c a • .. • oPP _ r _ _ _ . . - -� r - _ _ a a PP. • _ - - - r F • ._._ , .._ --NS.L fTaerwLrylESi[Tarrlwllnslo 'f ........._._ _. . i i A _ _ _w. at001* ARM i _.. 1' C EtTM. KE PARK //®rl�', PROPOSED M •Ek IIION' --- `t ,% \y.,. f \ .... f 1 1 I tj \ • . — — . \ t _' :° "wusT �_om SPACE /. ! ' "r •a.�� 1 , ; 1 + I ; ` l — .. — � . — — . \ \ �'' —n - nolnTR+At E wER SP� , — — .41 }/ .' • - ARCMAEQDGULLY SCNSITNE AREA VT -CIS-- — — .. . . ,. Iauf1R1E. PQZA6ALLl aroTALL SNDH FENCE ARQMD —ER ZQ�E OR i .... .` \ b aLlwal pIR11X CONSTRUCT— ' mrL vler+wrn:E ►Awc \.,- a` - tar 4 laTwceT nlRt), w.o Adela � \�.,,� .. � • . « .« .. .._ .... .... .. ti - -- — •r i /. '.. / f I ♦ \ w 1 - S�MR—ICE OTEKRE%tIX 1 • \ I THE CONTRACTOR SMALL NOTI" •DIGSAFE• AT WARNING: I -888-344-7233 PRIOR TO ANY EXCAVATION FATALLY TO%IC GAS5E5 MAY BE PRE5ENT AT LOC4TIDN5 WMICM MAY BE IN THE IMMEDIATE IN UNDERGROUND PIPING SY5TEM5 VICINITY OF UNDERGROUND UTILITIES. AND WABTE 5Y5TEM STRUCTURES, PROJECT STATISTICS . T LOf SIZE )pL KaU aUILpK COVER,YC 0.11 4� 40P PARKING E DRIVE COVERAGE .M K.I SIDENALR COVERAGE O.OD 0.4 TOTAL COVERAGE I.Sc nA R1.0 -0' P P ZONRIG p$TRKT• O - RIDUSTRULL II OPEN YKE MEWIDEP T I50 � 8KE3 a RECE/ QED SEP 2 y 200? City ofso. Boni ngfon PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VERMONT 05403 MOUNTAIN VIEW OFFICE PARK LOT 3 SITE DEVELOPMENT OVERALL SITE PLAN �F °' Lbnald L Hamlin xe Consulting �'ngineers, /nc. u1 Tss nn.t se,..� 07 6ssvr JNru'llRR, Vvrnmnl i / NOTES. W TYPE I STON€ FILL ALLY TORIC WARNING: Y DE PRESS 't fP I GASSES MA NT TOPCGY OD d LOT. !, E AND S TINGLASED d TOPOGRARIK SURVEYS KRFORitfO M ,•y / .L N UNDERGROUND PIPING SYSTEMS ...... .._ ... / ]OR DY DpMLD L. Wv1LM TENGINEERS, RC. �...._ E. TILLEY OR- UTLITT LOCATIOILS SI41el d TNIS PLAN ARE WED d A PLAN ENTITLED ' AND WAST[ $Y5T[M STRUCTURES. •TILLEY x 9UBDINSIa1 ROApwT PLAN NEN•, SHEET nE, DATED 6a//4N1 MID !AST - REVISED 04DVOri, PREPARED DT —D L. —1. CpCNLTMG ENGINEERS, INC. !. fLE AlIpIS ARE DSED ON 1S 5 wTLT1 -EN F A DENCNIV.Poc AT THE NORTNNEST ' r A.. TH342033 PRIOR TO iANY [XCAVATION CORNER Of THE NEM ENGLAND TfLEPICTIE PROPERTY lA' TfD KP0�6 MTERSiATE e9 •:- _ •� MV.. *EL9ylo / FR THE TILL EY PROPERTY. DENCN[IMe( ELEVAT IL.. ODTNNED FROn FRED I ' ROERNER P.E., DURLMGTd, VERI',ONT. ,< IN THE IMMEDIAT[ t. ALLNATER - MID RELATED Waoc TO DE PfRFORHfD M ACfbRDANCf WTN THE / ` / VICINITY OP UNDERGROUND UT UTIES. / OF i -_ _-\ w1N E�iWF Ia1 . _ NEN XRE D E FENCED / �r NDx 'w — DIFP T FNCLOSIA[E`--Q7D-' ' S-0AOD FTJFT.' - A y. .xe ♦ v OIIID . TYK I STORE ELL lY NV.-!!T a NV _ Y R i• •DR !i `W I :E: ak Nk •• ` E6 :M .E. rAID i i lS1. Sl6.I0 - I♦ i - -__ ' NEw DITUnINOuS -� : S-OGIPO RIFT FK • � OF 1]TYPE I.SdFILL PAvfnENT R\ \ U ♦ '' NFaI D• . !I' 3OR X PVC ? \ TAPER CdC `- CLMB •. 5.O.DlO fTJfT. r NCN D14CK \ RETAMNG OeJO \ NALL 'E' ;• / S rfm I Brae ILL it I\ i i '..1 • ` !%!0 BL NUI STEIYII \ 3 3 Ie' DM.. mAo / „ \ :. uxaEiVwaR - gTb S]T,fl 1 HT. MW tP' . Ee' NODE E PAVEn L W TY ` CUaDFD IYMO WATER SEINKE y�' _ W I NE. POEC . - _ SE09vNR t fT - ". F .SlT.b TYI, GuaBf. D. 151.IND \ MRD . To Ta6. �� 2 . - �.�. � ;� ��is't� 1 .�I •� os s>,e.x +I � � y, er " . R !"� R o _ . 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AT WARNING: 5O W, METAL HALIDE I.L B ATI NS I -I PRIOR TB ANY C%CAVATION FATALLY TO%IC GA59C5 MAY BC PR[Sf Ni AT LOCATIONS WnICn MAr BC W TNC iMMroiATC 1N UNDCRGROUNO PIPING SYSTEMS aaala Nana �Nr��y PPS L no,~' �? r• �, • �%`^,! . - 5 e,�s,GwAL E ',c IlII1l�� LIGHTING PLAN MRMI/ D Gon&d L Hamlin Consulting Engineers, Inc. J� fgaK-sy,yo( 1' _ � lkAan ,k 1,;19 �7 VICINITY 01 UNDERGROUND UTILITIC5. AND WASTE 5Y51CM STRUCTURES fines June[vn Yerma.l( CONTRACTOR SnALL NOTIFY •pGSMC AT WARNING: 1-CEC-314-]233 PRIOR TO ANY C%CAVATION FATALLY TOXIC 6A55[5 MAY pE PRFSCNT AT LOCATIONS OF MAY 0C IN TMC IMM[DIATC IN UNDCRGROUNU PII`ING 515TCM5 _ _ VICINITY OP Cm MAY BE UTILITES. ANO W/STE UND PI STRVCTURCS. ,. .„ PP +. ^ r r a a ^ a r « r . r EROSION CONTROL NOTES:Rasm Ya+TRDI nE•wR v AtrdRVANLE wTu THIS PLAN AND THE •K INVITniW1000• FOR !dl EROagN AN aEpnfNT CONTROL ON VSE POND IS T-PORART P P IGNSTRVCrION SITES . 3E .,'!G •TRJN b1IO - THE CpRRKTEA lNAll ZZ"ME TNf LETS AND D-TN]N OF DISTVR[IED AREAS- ` - . FIRING CONSTRLIGTRIN .: .. ALL , _ ..---p3TIMRf[D AREAS YIAL TNM a TiELR3 SLwf N UNSTRIICTNTT ...\ \ P03pp-G -RALLY EOIIInENT UDI THAT T a CREATE G_ TO TIE !LOPE ` TETPVwARY STAINNLLIATNM nEASUREl, 41X nu141 ORn•TTING, !HALL GE Zjr� .. A INlTALL TEMPORARY '., ` ` \ \ w r . r _ w wPlRwrtuiE TIRfCD AREAS SHALL x TOPSpLEO, xEDED, AND nuLCNEO AS OFNwl GRADE! NAK NOT ApIED ANO THE AREA RE HILL NOT F . EROSION CONTROL EENC - T ` *EE DETML / `• \ - L1111 PRIOR T SEEDING ............ ' / - - _ - `- •.... - - _ - - - r - a r ` - vµEGED yE' PERFaw,ED �ciNE yr x IrN rNE •Ineoco NmmER sETeoslw+ Is wEI TT- T D . .. _. r eE Aur..cx PAR __ . - coNaERVA `aN ANo IN .uaRDANCE EN a N CClISTR Ec, ILNCC ' ._ .. • \ REPREM ITATIVE vI•LL cwosloN caNTRaL —ES AT OR MMRPVED COIAL ,` - `, - LEE Oxl OR AIITNORIZEDCµ RS AFTER ANT MIN Ev .. �. AST DICE EVER R Wr! OR NITNIN }� NW - AT LInITa OF DISTLMfANCf won TNI SIT r _ a _ (TY►IGL) ' « a a PMY CRPORI'IED YRTNW N MgIR3. REPAIR OF ERDSRRI -TRL\ pTTRA 1 91IALL K ALL LERENA-i ARY tlTA4LISIIEOT OI TNC I SHALL REtuIN IN RKE -TIL -El- / r / _ OwpeD LIZED _ r ,,, / ' // • / l i \ \ \ ��NP-E.-Eau �C. X� r MO uIMAIN OONffrgKrlON fTAGINc AREA µDTRATCE A. INOKArcO i �. oP3p w corlrwol DLL wce ARw _ _ _ _ ... Dxale•Rr w•RA 1 � - \%.• - / I �---- \ '•--R ......, Tw[ ED.o FOR AS A rel+awARrlxoR.tNTwra.I fA31II pR4Ne e L ' ELY I[SK[ OR NwTfAltl ♦RPIfID TOPSpI fTODCIILfS ANO SEED AND S EONTIRR:TOTI \ . NTALL TOPfdL, KCD MID'.• ••. ., �` \ \ L - �' "'" -. •' � wtxtD •LL setoty AREAS rNu:u uwve Nm GERrnNwrev rRTwm Tw NEEw! fTAMLILATION fLMfCLT, ..._ -... -. -• ... / WIWW N GIRCP/ LCILD � ON fDW1. NTALL fTAI[ MOM a I '� '/ '• 'I,. \\ \ ��•` DEWATERING NOTES: / I \ . I n.NN wrtw [wv+ TRe Rliwr rµo Are nweRTr,�NDR DI� a IerATNeAm'nI Nolalro r�elxoaeo AS Y ro Mole% YawLaraD aR RI .woeRess, nDR ra fuREwee OF I«G.wIAn, NOR <Avx ANr • / - IfDSION CwITIEOL IFIK[ RITpe1[Rvc[ wTN THE vx OF fux fTSEE TIIE nRluC. w MLT-, eRADCIfN, OR /Icon rROCIR.a AIv [Rc•Y•rloNf fwAll x • .I "\ ALLOICD TO piDMRGf OR -TRECTLT TO TO A A 4TR4vI, TLAND, OR II.LlM4 DRAINAGE \ x LfADINT. TO A aTR:0 w ER lIIALL x pN.I1AAREA s EITHER A TEnEGRI,RT pnfNTATN]N MlIN OR INTO A DlwATfRING plOaARGE 9110'IN ON THE RANG R[NMFID THAT THE DOI•TEbNG OPEIUT- CREATE! OR T1. o FNe •• A,, / ' - oeww•I OF pwr w coNprTRRn, nIe T-FIR-TOR�rt REOIIREn I„Eew ESKN I -A A- w 9 DR,ENTwTION EIAM ETSLOT ER fAca DR M, AATKL TEnIORARY x ITY- EIANFS MO AREAl� R �RtlT�DRGN• CL4bTRYCTION F9F&Off I A►►TS 0" r /.. ' _ ,... \ ,• \ �� :.. _.. _ -- �`` i _ `T) w DISTURfAIGC 1 C:ONSTRIKTION LM LILLD ' l `+ ,6. . Al �' ___ +• «. KL OCTML - ./'...� � - ', .. Z I I I I I I I I I� I I` •/ �v • • I e \b - p�WNo. 7T01 W: 60 so PIZZAGALLI PROPER"ETTLC P.O. BOX 2009 SOUTH BURLINGTON, VERMONT 05403 THE MOUNTAIN VIEW OFFICE PARK LOT 3 SITE DEVELOPMENT Tlnc EROSION PREVENTION & SEDIMENT CONTROL PLAN Sao /RMIBFD ConsultinLhrzald L Hamlin m '•�" "/SOL 01325 gfk SOL Brzgine0 4 091NW] drirs J'urlefion, Yennorlf 12" TYPE 15TONE FILL O • 333 ... 33A 33p 0 33i 33 • � 2" INV. 3'29.75 ><<r � \ D \ NEW 12" x 20' HDPE j \ ITN 'END SECTION ----_--- 5-0.0050 FT./FT. ------------- NEW STMH#2 NEW 12" z IOE +tpPE 32 I 5=0.0100 FT./FT.' 325 28 I NEW STI'IH#3 ` i 32 330 330 33'I / 2" TYPE I STONE FILL 12" INV.=332. / \ NEW G" X 26' SDR 35 PVC / \ \.• 6" INV'.-32G. - j\ \ / — — — — — — 333 \ 3'�17 ......... ........ . Sae T� 33 • r TQlOIL - reRTnlze, - 'LR1E, SEED, E MIACN NIGH MMT[R REV..lST.1 4H CN.vJ AOUATK edr HE1. .VARIER ROIR41 _Tu I MMI. MN, !n (Hw) CNANNEC PROTECTKXI YAIKET, / HIN. T. GREEN P900 ' OftRAPPPO✓[D Fa,A1 , RETENTION POND PLAN VIEW V - b. OVER _ ELEV.-lSl.Ti --_ - ` IY (HMNVI'1) CUT HATERA„ CQIPKTED IN L• LIRS \\`' TO A DENSITY OF 4t OF P1N(II TEST, DRY DENSITY, USING THE STANDARD rROCTOR TCST, PER ASTH D-VR. CNANNPA. PROTECTION BLANKET, UY MATERIAL MAY RE DIMTTED T TINIi TOTOR XIST— 3 TN AMFRKAN QEEII PlDO APPROPRIATE T TESTS DEI'IASSTRAT"IL THAT fXISTIMG OR APPROVED LCUAL 3d15 ARE SIATARLf rCR U!E AS POND RASE, AS V_NFIRHED RT THE DESKN ENGINEER IN MRITMG. TYPICAL POND CRO55 SECTION NTS -- \ - ovnAu PRY IT NPD[ �K ��NATERTIGNT, ROOFED rROH RTMI= 1 COMNECTIDN Ra..la4.R! POND OVERFLOW DETAIL (�5TMH#2) SECTION B—B NTR LfdARUI LC_]EL rRAre E COVER OR ArPRWED [OVAL, MAILKED •RTOIM�� 7 NPDf PIPE N. v soR x PVC To s Y PK END CAP 2' dAHETER N0.f •• pyC ILLED IN [ND CM POND DOYLEY AT PIPE nWERT POND #1 ORIFICE DETAIL POND OUTLET DETAIL (STMHu3 ) Nrs SECTION A —A Nrs CAP Y ORIPKE, ORIFKE —f WARNING FATALLY TOXIC GASSES MAY SE PRESENT IN UNDERGROUND PIPING SYSTEMS AND WASTE SYSTEM 5TRUCTURE5. THE CONTRACTOR 5HA NOTIFY'DIGSAFE' AT I -COG-344-7233 PRIOR TO ANY EXCAVATION AT LOCATIONS WHICH MAY m IN THE IMMEDIATE VICINITY OF UNDERGROUND UTILITIES, Recelve tl err, � 2 a"t P/ZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VERMONT 05403 PRMCT T"tf MOUNTAIN VIEW OFFICE PARK LOT 3 SITE DEVELOPMENT oT+AAWINC MIE RETENTION POND PLAN AND DETAILS /RFD W/(lLLd L. Hamlin SHOWN kip JPK/SOL 07-325 aER ConsultingFit NdW s« _nyineers Inc aN 9 PK (SY seE 5 09(IQNT ES.Ks ✓UEu:E YErmoHL E B.g ca,01$Ra _FNuaf60. AaMALT 1, (H.a'V�,LLL- / �rnNf°fuN: :rs CawA AN z. E rAaaC � NN.:r oWIEM DAaED SIDE ED \(VAor SPTC pw-os 41 X1�rMxNc aXBED CRUSHED s1Nc NMwAAI 2. oWN.v FrN.a6) TYPICAL PARKING CROSS SECTION Nr5 1/1' RADIUS A*�/VRACNUS 00 PS SASS B CMUEIE CURB 1. CURBING SHAG BE CONSTRUCTED N 10' SECTIONS MTH 1/5• JOINTS BETWEEN SECTHMS. 2. EXPANSION AOINTS SHALL BE CONSTRUCTED EVERY 20' MM 1/1• MICR PRET'ORNED EXPANSION JOINT BIER MATEPoN. COKORMBNC TO RASHTO MSMAIIM M-1533. 3. CURB REVEAL AT DPoVEWAYS SHALL BE 1-1/2" MAX L . 1. CURB REAl-AT ALHANDICAP ACMSSES SHALL BE A MAXIMUM M 1/1•. S. ALL RADII LEA MAN 200' SMALL BE FORMED USING FLEXIBLE FORMS. TYPICAL CONCRETE CURB m -r MATCH ENSDNC 1/2" RADIUS F1rxsH GRADE REVEAL J \COHCEREIE CURB. SEE DETAIL TYPICAL CONCRETE CURB TAPER DETAIL Mrs e• WRON IWN P BROW R1MN NM 11NY4[D (DOS. DDINOErz 1,w. NON a nms a uLRwrs. GAE •RW_ .• Tvsa-Faro 6• Lwc >em. • 1.EW s - I/�• Pa Foor B• PLANT LAMED -AWL (rAOT sec nD..m R,.) tlDIIi ter PROOWEE E RACTO E ERAHE S PF[FEET.CASE INEW'.NWW DN15 WRT 20 RFET FAA OAVN Slee•Y 'ALL E CO/ACIFD ro s2e OFM M•ARNM p1T BENfn USING TK WANDA D mach EST• Aaamnc 10 ASAP one TYPICAL ONCR D WA K I-,/r - IN NwNNOVS Ni [wSMIO NWRNDUS 11011OErz Plgt / CONOERE REARING OXIDE nl..lm AHID mn,"Nm IN. auamW i. THE M NRRrwNs a. EWa,N: NWRArau6 ca.Ocrt ' 1r WD% (,-,AT INNxw) ANNALT E. NAVR SUMAE 1FL Twr :cWWs TYPICAL PAVEMENT MATCHING DETAI A. NAONG VANES IIEPODNC W aWNn ANrE tl0ff.5: SEcnA. A. B-B B -ros. 1.OH« Bowl FIPM A .Hs 00 AWR E.w RMVOF mLLWE N EWWT. aLrlAl E cdnccrz0 AMEDAI¢r. OSR srONEs N.0 E PER•ED As iE°EDeo RE.ANMNrAN pMAIE TMNUGH RE SIG(. N1IaIH BEHIND M[ OW r3 KFOO ro TYPICAL STONE CHECK DAM ITS BOSS STAINED ENWANCE TO E CWSMUCrzp AT LOCARONS SHOW W RANK ODS,ED STONE .. ro BE r. THESENTR TNAUL BEµIANIA ED IN CONORON WILL PEWIT- ON TLOW OFSEDNENT ONTO PUNIG TOP RO•DwAYi PERIODIC rVeOc BONS WSI BE EMOVm .NNALT uAr.L.O'NTD -1 N NW RE [NOMLE ROFO. Zd 1 SraLID. DROPPED. a WSHE. ONro NHi SA .1111— ME PRE.... PROM INii- .1 TING THE A- GRAN OR�w•1Ew . g0"SNT vMw ro ENmAxHZ ONTO A weue wa•ow•Y. TYPICAL STABILIZED CONSTRUCTION ENTRANCE rt rNaM�E.oT�ii T EC.ON •A• ❑ ❑ EORW TOP NEW OF JOINING FENCE SECTIONS n CAI[ 1AITTA PVILE POST A _ IME. FOIL _ter G PENO ---r TM. WN iwv Tu �` gpF MEW NR Bp�1 IN RAA .iwAL 1. SLT RNR NAIL E WSPfCREG •T IEATT Dltf EWF SWW CALENDAR MK ON WRW 1. NNMS AFRO, ANY RAN EVENT N,X%, RE-T6 N A DISCORD rWaM ME 9E. ] ROAR aAr. . PO_ O m,aNc AS . ➢ 11EACrs A OFPM OFs. 6 ,M OWrzR. TYPICAL TEMPORARY EROSION CONTROL FENCE SLOPE TRACKING DETAIL 1• TOPSpq,-iERW In LIE. SEED. k WLOH 2• TYPE N 81TWUNOUS CONCRETE MIN. MAIM 500% CEOTE%TILE FARPoC� -6 NNNUN 2e• 0. AP 12• PLANT WED GRAVEL (VAOT SFEC ITOA.O5 FINE) TYPICAL BIKE PATH DETAIL I. SLOPE INSTALLATION •r-6• (sIm-,:. s:, ®Es n--s• (sN.,-tzsNm> 3. (0.6m) Soon SIC I IF (O sn) sr O.INn) .1s STAPLES PER SO TO (.b STAPLES PER 50 1 Fw OlOnx O, with NNE PHI.d 91 t.I,— n Even DOTS .1 lna RED c011d/aolvea wan s •r-r (son-12.s Ht- 2 ® s-II--•r-s• (swn-,:.saH) i• (o.6m) 1.r (Dsn) .. (1 f• Seem SlilcN• 1 PREPARE SOIL BEFORE INSTALLING BLANKETS. INCLUGING ANY NECESSARY IPRIGTION OF LIMENFERTILMER, AND SEED. TOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE STALLED WITH PAPER SIDE DONN. 2. AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET N A 6.(IScm) DEEP X 6• (15cm) NBE TRENCH 33' (1.OnI WON APPROXIMATELY 12• )Ocm) O BANKET FKTFNED BEYOND THE UP -ROPE PORTION OF THE TRENCH. ANCHOR THE BANKET NTH A ROW OF TAPLES/STAXES APPROXIMATELY 12• (3lkm) APART IN THE BOTTOM OF THE TRENCH. • • BACKEIL AND CONTUCT TM TRENCH AFTER STAPl1NC. APPLY SEED M COMPACTED SOIL AND FOLD REMANNC 12• POMION O RLAKET BACK MR SEED AND COMPACTED SOT, SECURE BLNKET OVER COMPACTED SOIL WITH A NOW CA STALES/STANES SPACED APPRODMAIELT 12• (SHm) APART ACROSS THE WIDTH OF ME BLANKET. • 3. ROLL THE NANNETS A) GOWN OR (B.) NOIh2ONTALLY ACH1055 THE SLOPE BLANKETS WILL UNROLL WITH APPROPRIATE SINE AGAINST ME SOIL ACE. ALL BLANKETS MUSE BE SECURELY FASTENED TO SO. SURFAS BY PLACNIG STARES/STPKES IN MPROPRMIE LOCATIONSAS SHONIH N THE SHAKE PATTERN GUIDE. WHEN USING OPTIONAL GOT MIEN', STAPLES/STALES 51HWUD BE PLACED THROUGH EACH OF THE COLORED DOTS CORREsPONDINC TO THE APPROPRIATE STAPLE PATTERN. STAPLES PER b. Y0)). STAPLES PIETFd MIInFWN wI1 Oe OplbnalMNortn ATNICWI 1. THE EDGES O PARALLEL BLANKETS MUST BE STAPLED NTH APPROXIMATELY x"-5• Scm-12.Scm) OVERLAP DEPENDING MSTANLLED ON TTO-) EVEN WITHTO ETHHEOC_EER EO SE BTETC.i'. THE - PLACE HE EDGE OF ,PR ,1OUSLY INSTALLED BLANKET. (BLLNKEr BEING Crwn DOT SXalvm® Dlvcv vtoplva/alaYva 1Ne GREEN ao,a. S. COdECUfNE INANMTS S0.10E0 ODAW THE -IE MUST BE PLACED END LYER ENO (51NNGLE SINE) MTH AN APPROXIMATE axN DR cdaeW Y ().Scm) OVERVP. STAPLE TIRNOIIC OIERVPPEO AREA, IPPRO%IMATELY 12• (3Rkm) MARL ACROSS BEMIRE BIANIIET MOM. 1µPrwgn e, NOMn LWHswM NOTE: NORTH w 1-No- - - - Mora IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE ON VANE LENGTHS GREATER THAN 6" (IScm) MAY BE NECESSARY TO AM RICAN PROPERLY SECURE THE BLANKETS. GREEN SLOPE STABILIZATION BLANKET DETAIL CHANNEL INSTALLATION 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING NARY NECESSARY APPLICATION OF LIME. FERTILIZER, AHD SEED. NOTE: WIEN USING CELL O SEED DO NOT SEED PREPARED AREA CELL 0-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. -C-S• (San-r2. •2•-s• (son 12.Yrm BEGIN AT THE TOP O THE CHANNEL BY ANCHORING THE BIAN ET N 1 6• (1-) DEEP X 6" (1-) WIDE TENCH H APPRO%RATELT 12• V('kmJ) O BIINKET EXTENDED BEYOND TE UP— PORTION O 1. TRENCH. -.A THE IT (W-) BLANKET WITH A ROW O' SfNICHAFTENT fMES APPROXNAIELI lY (30cm) APAITT N THE BOTTOM O IM TENCH. BACKFWL a BIA MXETT BLTHE CKK IM...1. EPNDSENLI�LPACIED-SOIL7SE CJ E BTO LBLANKETET LVSON. [RR CpIVKRD m0. WHO �Z� a)STA�PLfs/STNRES 1'im SPACED APPROXnNTELY 12" (30Cm) APART ACROSS THE MOM OF TE SLANXET. 3. ROLL CENTER BLNIKET INDIRECTION OF WATER ROW N BOTTOM OF CHANNEL. BANKETS WILL UNROLL WITH A PROPRIATE SIDE AGAINST THE SOL SUMACS. NL SLNNETS MAST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING ALES STAKES N APPROPRIATE LOCATIONS AS SHOWN IN TIE STAPLE PATTERN GUIDE. WHEN USING OPTIMA LOT MTEN ST ES/SiN(ES SHOULD BE LACED T.ROIGIH EACH OF THE COLOEG DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 1. PLACE CONSECLRNE BLANKETS END OVER END (SHINGLE STYLE) MTH A 1•-6• (1Ocm-IScm) OVER VP. USE A OWBLE ROW OSTAKES STAGGERED 1" (tOcm) APART ,MAD1(IOcm)MCENER10 SECUIE BVNKER. S. FULL LENGTH EDGE O BANKETS AT TOP OF SIDE ROPES MUST BE ANCHORED WITH A ROW OF STAPLES/STALES APPROXIIMTELY 2• (3ENm) APART N A 6• (1-) DEEP % 6• (1-) WIDE TRENCH. BAG,OFI AJD COMPACT THE IENCIH AFTER SINKING. 6. ADJACENT BLAKETS MUST BE OVERLPPED AP NUATELY 2•-5" (Smn-txxmJ (DEPENDING ON BLANKET TYPE IlD STAPLED. m ENSUE PROPER SEAM ALION�(EM, PLACE LHE EDGf O TE OvER1APNNC BLUKEI (BINN(ET SING .NSTAl1 ON TOP) EVEN lis STARES EI SO Y0. WITH THE COLORED SEAM TIRCH ON THE BIAIAET BEM. OVERUPPEO. (e.5 STARES PER WI M) IMN Fa alN D07 S,: tHv ,MlMI 1 "I AnW'K,m T. N HIGH FLOW RO CHANNEL IES STAGGERED A STAPLE CHECK SLOT R' (I-) ON AT 30 TO b FOOT (am-12m) IIEN"ESCHANN USE S DOl Sys;a_ y laplev/aIMN A DOUBLE ROW OF STAPLES STACGEEO 1" (IGcm) APART AND A" (t Ocm) ON CENTER OVER ENTIRE WIDTH O ME CHANNEL. wqn wcI, a YELLOW cwIDr1O dP,A 6. THE TERMINAL END OF THE BLANKETS MUST WE ANCHORED NTH A ROW OF STAPLES/STAKES APPROXIMATELY 12• (3Mkm) MART 6• (1-) DEEP X 6• (15111) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER SIAPLNG. v, IdHN. IVNNSYS+� NOTE. NORTH 'R"'-B0°- - naL+.A<.m - - rnITIDAa POINTS HONZOMAL STARE SEILRD SHOULD BE ALTERED ACHE - NSSARY TO ALCM SAKES SECURE THE GREENEEN A. WERlMS AND SEAMS RRECEMNIS AONc THE CHANNEL SURFACE. B. PROJECTED WATER ME CIOK PO C. CNWNEL BOTTOM/SALE N LOOSE SOIL CONDITIONS. T THE USE O STARE ALOE KMIOES ON _ERE ENGTHS cREAE. INCH 6" (( Scm)) MAY BE _ES TO PROPERLY ANCHOR ME BLANKETS. CHANNEL PROTECTION BLANKET DETAIL RECEIVED MATT DATE BT SEP 2 4 e -/ City of so. 7lot ,•9k�R AAF S/OVAL f•�`,,• rpRal A. .Pv o. D Ea F,ar vim- r silo mal xAE. r.R rm T..' Ai1 • h - 5[tLE.c11A,wa:Ri'.µw „T F•w �whwn � r 1O AE aTMF pNKRR. GOYPAtI F e" ro ai e mY Exary Y9NG S M STMOMO RROOim RYT. _ (}) }/.• R00Y «m plt IATGY YwNary M my ENary us«c irMDro . . .� ActaaNt ro ASTY one • �aa« Y.w Fo Mai : n � i rui µli �>µD rm ryacrm hsi, pees E R[Y«MCO am K :�K TYK s AaRRORa Ea1M 1" . - ESFOSED RErsTae.FE raw 1111 SIM¢IE0. uTE _w " OPCCC_ eAavlLL MOR -Anon \ E RAED Lecx�� ,IpNR MT41 aCEwl CALLED rm « M - MpauwC4 C [M[fVu q0 ro A INMAnm OwAE - �\ . M eY OMRf aR0•`NN- �(lY«CM) � raa M m MEA Eras �w �fsE Em«c ro r MmE '"... Rrt. nw sRa canacR RAt£alEnr R FMAIRN \ A000 Pa DaKEh elllller l RTC R«E XD zlalE � ww ME LONEsi OSSBI�rsFxLTMS ld TYPICAL TRENCH DETAIL, PVC CRAMTY SEWER "rY TYPICAL WATER SERVICE CONNECTION DETAIL Nrs rral oeAE T�au+ro . ERCTASL uxDERmaRo YM«.« emY r - e' EIw�R«Mal aAOE� orn M �. anrtR axE LLxcm m RVE owl xEa • TMIER [E.wRn wRwAl « � P e0.Ec!T.I wnwM !•. • \ [arT.ci,r arts ro A - vrxa,nw osTMc[ - •'� -_ r w�irtrw -ACT. e IXTS ro A . Tr Die '•.:• •.•• v �.•� YA Y .1 sr»uMoiRxioi � a M Y•aYw�mr Exam Rzi. •4pN«G q AzrROtq j M ASr. •0.9RYW 10 ASTY pM gRMA p srAua . • .a . Y . aEaneam r¢rsrrEE raw uE TRo uRRi E_ /�•��"� E.rn 9AGaILL A90R MSAAIION AAi E RAOD CMOYUY iNlO[, am JOnrs erAOEREp. FS L aORRR CMIED F.F M RAM ro AvaD «suAllm Des.¢ - PARALLEL1STAATION CROSSINGS xcAY tAIA«D rm eISAATNR /-owli«c r«E Emwc ro a" MDR rrt. Y/ATER -SEWER SEPARATON NOTES M,n INARM111 NMAIgN r MTER YAAT q RCIUERnrE1 x nmF`r M M RRP Ywr ME N.YL a�i«E lmE. apRuwEaSs m onu uR�.• m.praxs TEx Poor xEUC E E•S«FD EOE E xa.zmrr fRAar,nm mDaYa SraR m v+o m m4ulM WTDYAI T w[ MRR US wr E ANel1 ZR rExpl m aA AATMISNREO EMm _ « «oCa .eaR M Iv »gFRS AfOSaE K Z'AtR 1EF01 a eRRAtnCM W IeR r1E r.. • oum m uc � ail°EnADam`YRo«c IYw„ BiE crosTRvchD ro xwM wRmFc srAwY«Ds AnD .aEmaY rm Is »xuhs Rlem ro sAaDURIc xo IEMAE .rl E Auo,ED rm n.s Rsr. Tlsnn To sD A io ®ams A«Y alMl E lAo emEAM M RA AT •Sr Ie lY«mEi E RRnCAI aEMME TRFEN M TOR Df' M TYPICAL TRENCH DETAIL. HDPE EER Mm M eD rox 6 M MhR Yw. — 1 R Bros st ro YA«TA« M le «OCS RRTCM MAnm m - M ZAEII -T E .O MOR M MRR YA«: I) M DROIDxt ]x.al E MRANED ID rwr O.0 ral lY«cm m ZER a ¢xRRED •soc m EUR M amawf OR SDR 35 PVC STORM SEWER m EER .SFrs M rM AS r051L rlgA wRR anro }) M ZER reS W51 E a1xSnRICRO ro aAIEn YA« SrMOMeR im A ll»vM Er p ER .: o M mD_ m A rk E nest RYR ucros a siM E m ro .....-Ahal: m Nrs a .ov w rs a M ECRm saFc 1EYRD ro YA«rYR >D A M TS Y«ORs wlxp.r LEMAE r»m ro eACI0niR0 mE Zr4R 10 MEIiFT o-A. TO `ERA�Re )Y.w E wRR Yes m I YxOER • EER. AEWAR STR _AL S a« R CRn KY- aC r awa E RROYEa rm Imo. AIa� TRaWCs sWl MIT O nMOFOS IRm W MY gRORIR dRR«t A TENOL «aAATIm alAu E e.srAum »cacRR lFaer arwl rr. xm wilTMrim4Rw zrEmx•nms. N1 a wRRuxE .- xAR xD ll7f MM mEE (]) aIAE eFaES «SrAum TYPICAL TRENCH DETAIL, DUCTILE IRON WATERLINE 1 �tfRmYT ��E n KERNW N«ECtm TYPICAL ClAN 0 T D TAI TYPICAL WATER -SEWER SEPARATION REQUIREMENTS Nn sm II NofE vRRE TYPICAL TEES ANO CAPS TYPICAL BENDS I I / ears MD wrs ro ENMx ACEsaat Ma AE ro .vrn Im 0.•zM ro «CECi aFOCR .call •Druexc ro MAEi. W THRUST BLOCK END AREA S0. FT. BEARING AREA xrs Vtr _c EDRmE siw0 TYPICAL STONE PAD DETAIL NTS (Irvxx / I evs+i w TI'AroiE wa my I fERY�aR¢D rnRc pf11pioaissr, EnwD A� I I Ix" a<. ACCmD«G ro AS1Y OeW. S. I E eamFo AIID wR11na1r. I �COMRR rFr. zv4 I I I zam n LVIORR I nYa aA I r raREYA« I 1 I ---------- raDFE aAaoRl erA eeYgT i r a.0 i eo ho rroi•IinTiwr SANITARY SEWER MANHOLE DETAIL rRAIIE .-ID YTmYO a>.ORR MSm RNc I I I I I 1 NOh ML e•amufro � I 1 I x 1 e- urn ro A Exa I aN I pEnary `xD5«C sTM M OMO I SA I i .o°"DRDCONMCro .'pR; wM,� I I I r I I I I I uIa T Rc«foRaO avaa I I Eau.l (wiow n m a I I paxsTwmm sal m FlmmDar mrAchn mA.EI TYPICAL STORM MANHOLE DETAIL ers .' rarer - rtRiuE uc Em. • Y«. Y wI. r AM. AM TYPICAL GRASS CHANNEL <Asr_»_RIAE .LUM«w Ywlat rRMAE M NwIR'•cvCa ere wm Rua. You+hD pworo RAh A YTol aD•.ae• Twx a'forc.nErs a nuDED. m. ni-�� h»m OPER«t NM EQSSm NMpIE µ -o - <« .. •..x .. un c-d.«l o-. » .xv « w.>A..a .. I}5 fmMoY», Al IS SSC . I,e>s me D RMxam »rolaE.. m aaEER MRRORD Eau. mw ».dl-»«�.. zas a.e.<Iax w Y.xYoa c..I«uM -a>s vav 1"IRAL: IM aq «.eaF0. --- ).000 m rECAST IIEAW WT' TMaI .crlllRn er ewv ISRusT, eY: l- .ow. «a Flies R M:a� wY«»F0. w-^Yw^V a-4w..a m«xlwv w°..w`� d>mw, m.«.} ewl r «a D.««� rr» - I.sm vxv OR i« MrRovm _AL ,r.l.x, wmRFv xn GM RI mxa.l. Fnai.nm w a�..n w lxe l�l P. -./MY - �I Tm,clula: m -na .vmf'�.�bv�lc.e » Ix as r rn a 1, Tb`l':',� M-e�In. N u<mC Oaw .�.c1«�w.� M mm lo«�I«I We. IM rin aeKllax S.I pin . 5.0 (0.«M IMs) - 1a5 afm �- »lw wn ranlw<M awayn- valv.wy.n iw,. ivnex IY s.c uiFsxfr SIatAE At TIK [an Im alAu wwlr Sw u avK E PVW SIAtroN w1IrIDURA,YIN I NYPY Aw PVYR YOimS: a.r a . <,a Ym (Ones ]0). W..oaW, I.YOo are . T,Y00 M zl m ~« »�....Iv. r�. « . x}owxalK SNvsD > ««nnv ,wa. IM wmm a wxv N .«FR.e xiF a }• N.Noe. Nln , }" W6 nmaFe <waaly� ! 1 b 1. }01 cI . (» . q - I•-zi .r. F l.« < Y-r I.« n,iNl (niYn n.Y asm Fx Fl O rn. m,lr s.-Fe.�aM Fes« nxio%l «nw » -n x. wmv« a«el•; xl A w Fox �un»a b w � •-r r sm « Rvc rsE cmTbRE<sw� f<wva a« w.e e. F law F erx..ao.a lh. il.xae-rala�w Ew n le a. wxo ««�.,. m,. R. «,a� m.F �Iw In wm«l. .}A Sim An- ChM.) , xm w .-..w .l-1 . r. « «..- � Y. m«xlw - b. AIL L[BMaA lC}N Y•»gIF fSAIE A I-m-w«Uric.,= A ul E ewrtD AxD RATEA T-T Aro CORE m AwRORa EWa I,RaI mAE REv. axso o,un<l..x.a . aw s. w«.dw. -'°" RM ELLr . eras rr.al mAE �.na Ro.a- a,µ w 1h..,d..-. _ _ M .:av e�.��d v«F.a..a-v wb l- m. «x.v. o•v w.a �l.a. a.a w Fd.sw ' a wxa. r-r oaWmdo..'n« maltm«r�a,�d: r;al w RRGYL CmOIEh ESER Rxlt ) Y v mERAnoN: s L.. _ hyO ... :wl.,'�: ~ xM Y ea. eD Rvc rlrE e' erv. - aYaea -AA. �.. ««.�« l Im aw»m+wl�,xel . ai .l-AAA, t. .amr GONmEh react v«Y<<ln rIELO h; nn «w^ew omna M. l£RL AtMY m-sn.ss e- R.-w. a.» tixx.w «l w.d� ..m.,.v.l. «« «A.IY 1. as l MY .....rr...... _ ... ........ ....wlFv > «<...:.. w.lwx. Tn..I-m .Y•l.x ..v.F.x.m, w« w mw err «. cwv«l- nl <ewa .«px«l. w ano .wamRnl « x«ww.r «sTaucnms: m. cwv«l- « «al » ax.+-I} I«Iw m. l:x..T p. Im• I- m• w-», of e" ONSNm STONE PUMP STATION DETAIL MERAnxc »"'Rm 1 Mma�w «d a.« nol No b wni« »upn«l vvv OE^VE . ;yam`;,''. N. NTs 7201 ¢ ' -P a W- A� •$CrSTES"f ` ,,ASS/ONAL •A>IreeeeeeSeYY RECE' VE D SEP 2 4 2007 City of So. B'jrlington pwlo Seed m:. !a Man re Null W ubm Hia w dewibtl n «slim 02020. 5etl �o W e b to..war pads Ma11�W Swale Iti. m � ibtl n ni.tm d�mr 1- n av<tln�a2ezo: •teen. d.l (H:v) +tin caowdwn SHOP orrnWlNGs: TM rotor¢ a warm .r,av trw,ip: W W ErpW.r rr m«wel rr bw a ilr.,, raWhlbmn fr<arra m! Pales, .wdvle .room a,d t rov<u�p varas, IipM pole, Natures oil bms<, all Pw alas aW �<bprea ad yedutila (stints. T1v .strata <4dl Nan wbnit �pdatim ru.wa it sod, pent mi.tl Foal, eb ds,r Pmed v.M,od aba. Rr'lITST. cadrats shot ir,,,.ra lha a u and «•Iva b« dbiW N rq.itl fees Love b.n pad pr�b• w $oils TM ro,Vab still NAn:I rob lest rmrlu fr robs md<nas ud wbbo.e motsbls b W u«d. TM rra star +till W r<spoyi-IM fa ow:diry Co..p¢um tau NMIq pa( — Pr W d pm ,n IracM1tpr Oft, oil Pr 2,SOp R d (.II rse pr I,ft. OIOII T igRK�NCUDED: Wei rcuw ptrtaiy b l� whim mat be�tP,-�Valr ad w r ..,v.mv.,me t and rmVq sbdob by W Ce.N¢br. a FU EHENT OF PROJECT SITE: Tti CnV¢b Nall nwrc the d w oq a N w,rkiryl day, w job siu 11- W Kn N a raditian .ai,ralay W tM Er,pirr. caw sd ,msc<ss> lw. sy.iprvrrt vtl detri< <!dl bs ra.r..e r.a... ur jm NW m waa✓rr�.,r.. TM CmVxb still W 'bM Is prd«tiry NI aNliq atr,cuts. oil wok rer,Ne- mdr th's RvJ«t N M1 «ps,«. TM Ca,lrab shill bke pl tytiWW wcM1 p•«a0./m m oe ryerwaoY b protect bdN tits uC PoprtYwn All wok, ,uncM1, dupe iu praPa r berm LM i4r1 auOlana d w u,o.k m mtdlialyd by W Figirr'. C«ufirdt N Co.Wtim, nvy Iva btrer,t dm,oprA Ran W rays, W rsrrvvvtl oil r,M add W Cawratar: srpn«, fa bdM1 bbr aN mvtcM,. Cos Moll W t.t-ciW n or d al Caaruclor W Bat prapr[y dvraade don M ors n praprty am Va o IiltK dmPa m pbK i, evr PPldn reyVvcum wrr,sAs. Pr,Rrtim will W Nfwdtl w1UwlW atl Nrrbbry, r.<m oil oral., vb .:.:IP r.al.rm Pd.re tli W w vybuaUan T dCwdr is ibls ffrti -it tM1N W ro.dium err IA vMa aprtY urwi -hh mb- a tM rorWctw, T aCe,tr Fbr <hal�vly �frmpv,NbfM�lr NI dmvges rnvlup frwn < rdlo< b SURVEY CONTTrOL PROrIDED• TM Eryirr NMI ills W GnValar iW Mull W raapsniasn(P ael�lkp wnVol point. fr w damps IIEi<l.rdim4ab _Wamiliavl wok W reNitl by W Erprwr rebbbM v,Vvl pw,w, M .till W rskrbvstl M lM (p,tr¢Ir. each rwk. will W III— br tM 6 pWsr. MEASUREMENT OF MMTITIES OF ilaR: Ijrdss. aUVVri« Pwidtd fa W w < clams d W Sp«Ifialie, W mstr,tl d m,vwrr,sK d tb wok Mull Wr p d<lamt-d bm� wi..r = t ti., H.,mr. ram d .Mtn ..,.o.,t'..y.,t err Nmutim w le dr,.tPi« prer:daI, r du.e r .t. r u d btaral. data.n:sa by W 6pnsr am wr,wtaue I,, by wlvr,e LM rrlsUyed d auras <nl va. N tb cr d No,Uum pad fr m m ow basis. moss dr,rtrkw prarldtd rr, LM b tpaAafr NMI W M wlabinrrd Io✓ u, rdwbtd I.td mtosr lee Tirol Ptlel lw.. FMfwtM'e m� oo LM •PlnVsur• WII W cros:drtl m aaplabl< �r F —EGTIO IAN FIEF- Or E%ISTNG uTILITEs Wlvr wlvrt< ssura bass w bmi,Wrarrclwy war msr wlw cM1vnbara, N¢trirel requiu�, �W<pl,ms W raNuit<, ItY PNm, am-Ikr, o dMr /¢ilium p-< lMY Stoll Pnatatsd oil Mav—wtd by W tP,b¢b, d rks sun apsre, by maMds mprevtl by tM Erpiytr mill W s,raatin w aekrilltl ad W m,Ntp (a:l:um oa nods s«ms. jmv W rah (¢.IAim carrtl by r w lrarr, lM Ca,Vatr s oprdVr, MMI W r<parM d W Cmlrald< apse Mthn a lf..r pritl u,d rot plan n Itrmr m W u Ow, 6sMntY vp clspaW roFldI pnKIY 0 wy do^Nc b uUlilKs. NM.,err W E— A- rplKis. dM mOsgeM Mrucuraa srwdtrel k, p ¢ hMOM by W vrmoVM1t, .seen.- MN ... wparts arw. srravaU:n « r dM msNtls aupbble b [b Ira,cM1 RECONSTRUCTION IF EXISTING tRiD 6I W rent it shell Foam rru.toy, N w opWin d w raw, P codNt, Kp _ cwdwt, W rarvctWr tlw<Ip r RyY opPrts,nt •Vvc[rnm, Park will W des by W Cntr¢Ir. TM Cm4ab NMI W r K (e prv:,ie:p �¢k< W P.«< Wr«< :,Ia.,rpW,p .rYim IA,I....pax-IYi<Nlr prwmiad rar N rrmWvction d M Wl:un MVII W d l Cmlratds puss. .adopt E, +ytr my Iodsr'p'wd rills, urd�ut Vucuaw, _ ii rwith, pnmiwm' d w 6'a'a ,sNl W 6piytr i..aiard Ua adp,N+ 'a,•iw b W Pas b bon prauieW. PROTECTIW OF WATER SUPPLIES: Hhswr aau,sa oil u,vts solo ruaa cswVatin NMI W dor N srardwa -h W 'Swr-pas Sapodian petails fr Gets4pi Mau, W M App/dia n n w 11 W p"I""Wi w h drr, Ur, Mal W a w dubvs d tr (10) fed, mtwrtl doe b silos d Nm. If soh bobs rare[ b nri,laintd, m daa.mirW by tb Ery'rrr, W dodos rr W rtlurad, III wads mein K �.,a�at er.Ih..Mrim w trw�eatW�n d�itr wl( kKd.d n a.,. «d. a w aWw W ten d al rur. Prat. raw, n il bl b rcb IVOrpC O 11DE RICM(TS-OF-WAY AND EASEnENT1, TM CanVab Mal , wiNwt Witt. re,.r,t run W our,., nitr a auay tents a, P tI'ai'Ma .•y l'•' (o:Nd` a u�,. 'a -war r .m..wrt I,mW. A'rapy er W ,rlr t MMI W pr:dd 6p4yr. , PROJEcr mIaGREss so(FwLEs: BKP. Matip w ,rrsk oil Ran tkry b ti.r dmiry its paPm,, w w [rq:nr raw ragr,I, l Lotrab WIl abort W W E�� wit- decr,pun d w meths. pbv b as n dawn W ark oil W Ste b nlatl. W take. t i blow arts w eleNotp u.o,k, W Cedrztr Mal vwP+ oil wbmk Er,pit It (a) a faint saw d wrath ,dd:ti,ra if W r,yitl •ad: (b) a Willa, hsd.K Nrvp w dales In tM •vb ran in d w-Iw, <d tM usk Ea `� « 1< ,hall W wbj«I w ru pd sties (rant b ur.v drip den W ran I, � w M, �Mduf�< Mall W a brd,dwu, d mvwNy wtir,old 4n eta masers - YiOftK TO CQ(FORf1. p:r:pu proPwa oil n Iu unvlain, NI ark still ra,ram wlr W W lir., I. seas iwkaWd .. the trpdry, r pir., br W Eryr,sr oil ti 1 W Wilt n o uswphly wbtmtM N warkmo,lia v in aardnc< "W tr „:yp. ad spaifitatie.v pre War - own fra., t.... err by lM Gpvr. ro rwe sl,al W work :, ace N W rp:mmna dtrma,.p. sd .PailkaVe W pile it mKw .arts :, w,Wp by W PE-Ts.ItMull W W Cwtrabt re,po,Nality W alto. al rtdrd, rpiaM n bent gam (s [M corbaum d t j«t. TM Ca,V«rr is <apsrbK fr nv,tdrwq Mass psmlu n ce drip W IrpN a w re<rvct oil (a Ial.:.p MI respell o b rorpY ,wtn W wnwnt d trv.e p<.m:u prrrrl, F<rwmly Nrtaire fr tM p K . SUBSUR-E INFORMTgN PROVIDED SWPrfoa k,fwmdbn Ww I. W m lit tM Ca,lr¢Is n nydiry a bid. c rr(pu kKonaian erased m pot d W faarat D«anrtr i, ..N tpev,btia oil aadrs rs sravamd -s : brio p:r b tp Cp'tPKTION: ,tc,ct.m re,(rtr,cs, W C:Per¢Is WII W rayired b wbmit, i, W tb Erpirr, rr appawl, tM melntl(.) b W uUl:- w w rtNi,r.res rwtakre i, Iti« Spairkd:ms. Tb Cv.Vabr 11 W rtyirtl b Iva sett aN:pmst n or jab N ,.soy W amci('tait, oyiP..s,t>—mv Nbxipt Nan ronpaws, ta,.vss. army a;Iratry ra Memr,a ro ,, nbbo titl Mlra, .wMltl rol�irs sd Iti lib .MII W tmslY�,tll wildle gpn,nl fa wnpacUm� 3ah - m a gdp.«.t�ba41� bvc ab M lib ,.salt rot W drtl ! •arc :m :p.V,t ml .pa:(kdlvtmpwtl by [M Epi,sa In a roves. SUPERVISORS ON THE 1 SITE: TM 1-— 1 W'tile rr namiry tsar llVv i, a Sarviao u h'. dir- cwnVation j,,t, Nu d NI times tMl . vd.rv,ev, r rat i Wkp acwnvliMvd by SITE ar�,e•P�-4�<m(a�,lrata n sPbra.,v¢ta. ar.e ay W rri.,< canrat>. RESTOrtATION: oPevrmN.vCtim pl.otaroaha WW t- I a W afa- It, b rooarprn wAlh sa�sry amp" w:t be. a w� mPe ., I�of u,�rayb„cuu>I .11wx �a�em. Iwapipe. ,�<.epd ad khedam s«un ozbzo Aria W rxtpbr I. FKfrs tti CmVab rvrowa a.l r rak b omle m wen ap« i• tla nth tram a („ot n dap[hrrona ^ nY paussd r nychm ipnsR m vdrPaed WI y ItM a s pabk W d _Ay W Kcotd he CwV«b MII-t;,,Ail by tp ttii Ir« nvnbr I DDD 3M n33. D:p«(e w I then rotfY ell b�emla< 14 :td ut m : I. Ity sis M1srs rrvn tM erneT _ titi D< ..l- m rvufd (uc tliry Sardoya, 5vdaya, am Isaa tilidoy.). Sour vb (aililiw NMI rot W clas,ihtl m a 'u' ✓ umr his spairiratim. Fc.rpw,cr mraNw,. r< wens Iran Ws r.yka.,nt. Err«uw Ja.sr I, Iroe, tM soda.. rotifitdin a Dgaaf< w +bare mnls„e .iWativ.s _ Gera,. _t A f d M,000 raw W I fdlms b wlepbr Dipsde boa. m e.SWt<tawltauV, ppf0 AP°' If�F rnnrc MATERIAL SPEGFICATIONS, All ,.was, mle« ifitl drvwi«, .0- s ¢�,Ivll buses awl a W ENi aril Mal meet lM qq K a tM bust Pbli,lyd spa:r:cd«y - .—it. a W Ar.viro, --y I Tmtip aril (torts Mriv, Mu d St«I CwvWctim a -t k Au«al:m t A-po,cY a Tr,nsporWtin - 'Sbdad • c:f<dwm fs Hpl.u<y ell pridbe Camlrvcti<n' All Ambrose Salts oil Laul I-Ii aM Pe.miu =111MO REFS iYter.de b v Tkdvn d WTWIar, r.,sdwrd r� is ,tdrstmd tla a daNv.Otim a .pacirkdio. n �«t N W dok d .«spot d ads NWI lab P«tiler wv tIw Inud belaw.d ASTFt Anrrivr S y fr Tmtiry vb I—- ASA A 'cn fiKKidin A__ IA Asaaain AASrq Ar.vicm Ataacidinb d Stan w;ph.h pfkias AAswro Amricn Amaa,n IF stw .aY w .anPrlatim orN<a, ASCE A y I Said, a Cidl Ergirrr A A,w I SaK y d Flsc— Eryivos ASHRAE A w I SaKtY a rltatiry, Rafridrairy oW Air Cwditinkp Erpires AIA Myrkm -1. d Architau A- MM�.rka, SaKtr d Ssatay Wi.tr. AGC Gs,ral Cntrabs a Ar.ysira CEC Cawltip Erg4rws Ca,t,Al EPA Lhi- Af E Rd«lim Ak IEEE , N I«Vird ,N ElectrV.'u EryN,rs NEC Ndiwvl E-14 Cade NEM Naiapl EI«Nka Fvwraurr. A,ebtin PGt Patlad CsmaK Ateabn Y_PI SWctmal <W besot- WUWW .M1 Nags Lie PNWIin Canbd F,aesain rips N INCLUDED. i.ti„e.e N t .«ben v.Wk. W W cav¢I>: r..pa,.iab[r d ,dip ls.vrsy faikiws M1a M GaRratr NMI W r 'bK fob NMI tier d ta.,paav All t rrra.rat Nrr w WIfaN«a a ur RItlA Wt mil- b lrrvsoy aucVP:ty liprttip, Ietnp and vrA,laua,t•ulmlvr make ell e.sgsr Ira ls.parry famte ws11 d tailors d rvee W rot I ra titanr[rac I�Ir.,povy fpr:lit'�MVII W oltp,ele b farm tM loops I_IIw, V< pli r ,l P era y d, . i W ory rdiriduN. asdo I<obc wcluceD, Wok isl,dtl :, Ws scum mrtam b tM .p«:a ra,vN. wl:cn tM CnVato mot ir,.tiWW oil mar,tai, dmiry W loan d W Corral. DUST CCT(T TM Ca to Mal W rsspwyibK d Ike a111n apnw fa �.iry rra W dot Pao- w a .tall K rowbsctin ¢ e does rat oseta a tWaav road. - NN<--t- � Adr.vd away tM Co,Vato all W rtyitl W d w nth P,alr ¢ spar ral<k.n i,cidn4 uror4 W key tM atawtV, sdrel bar a was aaK Ile, pod,, w oil UMr lwrdabry n Wnp Wilt TM CmValr still W r bK is AIII tM m,Ud fp unwl d u.olr otl st,vll mwm, ql r iF, n /r w adeVacY d W mstntl. cti.R,. No rayVuclim Myll W mdrtaks, if, N lM Nape. r fr .uM IiN:e, a w aipM ,tdr apw-aliq ro,diti ra�Pwkn Wr a< t�la,ae r No « dry wl�. I..d•ay . Irm:,.d W b m<w.,a W �M Enpirr, ll b wbj«t b rar« err rvaocsr,o,t by W Ce.Vwtar Ir, sun «pew. Wirr,s,t, nil ahr Ivn,(ul Ir.mu MMI rat dials �inb alogaids tl,me s latlip AmlitdK Natw ad rptw�id'� err N. vrma.tsrdA--, ar E.,.kn....,ld F '....fire rcbttp W w ad obaa..sR d II b re.pl:tl wl . OISLq WORK INuuoED. Wax i,clmtl :, W, .atkn Pstary W tM Cm4ab's ,e.pm.mdnr W pd«t tb wok ad ,wary.,. TYr waic+sMi I W prda- by�a(o,[rats wren ory sd al Imods ro..tc- udth t ` cbm rra. a r d q,q.axs�lh:�` uv4ip ImI a W W :plod by W ur d adapds bsnrdaa, r Ibp.vy. d publi, -ell caroms W sort, aawip Fran s Peon w wok armksVl , I,•pNw,psvt in W n r IW Ma«, ouiry w d a !alms n M t a W CnVabr r epstr Iran Imod d cuss trrar,ni nas:ola r syid ens d W des P nipM t M lM pI— sv I u.ok still canrmwsatwllh OSrpulaiay, Til4 19, Po-ts 192G.KI vd mplkoble VOSIIA rtpaldioy. nnlr�drENAN PORK INCLUDED: TW, ,a tcl,M Ur mclrvd, W CmV¢b Nal anew b ..Vnwi, oil pd«l Vaflk.� M Cotratar Nall preside mifonttl Vafk stirs a Itoynsr m d,..ye mre.try by tM EnprPs ad/o pev<rrrnstal orese. verb ar,0 coditwn u.or anpW floP.V. d n tti 4m mad h will N ory rmr.r slat eswlwth U�.e rnoer,sK r t d trwelkp T Mull r«t women N tivw� a m m lM w rs a:rntitar ms i,tM<rs with lb u a M ram bylo-< afk a I et st dl . . W PaWta Wlrrt tM aa� t-t.,a.«a > Wiaiem wiN n <ri, `i� ram. Ta.cn wanrp open .boll UWir �y rrdfk a w rlp,uM n Term carrel D..Irw, waiMye W tM F.daM Hip�nuaY Aenw;,Nain. 1. tM CmVats�ffTM cat d mifwnW fiord Wry all rot paid «oa fauY till wtMriatl by - Epivor TM Cm Vats still ro Fy W Epinea, tool ,.a - di-- it w m.,i<�pa df Ms a Ism n toms in tivo,ce I close .V wTM cast.:.tr .n,u wok n w� l m t w:ImK Nt�«,.x< ob MVII d taswoun prwde stl masts. sitdlY nmks4 and wall lipnl:d seals NPy. TM ar0,t o P<ma< o1 Vdrk bV„n a mirw.rrdo,V�lics dam M rcI:M w Ea,tro<tr rn• <a ,,t-tY r I y q5h WORK INCWDED: isluded in se, tint tM CmVa1r must m,oel Wkle u.arkiry MtranhlM State lkplv.oy ripM-or-way. 4ENERALThe Cw,V¢b NMI i,.1t< ltit Hi.— —it. Noe ben NMivd b w umwKa.,nt d nY Wiin w:tM, a big Nit- rip F-way. forrvdta ra wok witM1in a Skis IkAf T rq - still W ablar,ed (ran w Ul:bte Epirr, .mast A-d ra.«Pbtin, ftntml:r, Vrnmt. "II W bld :r b - -UAW beyrnr,p u.ak. T- Ap a Trnaprwlio:a O:str:ct Trmmabtin -A- Erpiro, tM ConWcuan novpc, LM Cver¢br's wpl intwdrA, allow eJS,,I y spent W t pr j« ..I[ W K,l< l ,t th. nrst". Upa.r vrpl<twffsd W urk a f'ran«eclin MII W MId, w F w +mr ports. prmsK pr,rorVucum p. I , (a,lr¢tr MIIeW Fi ,w td W rmbe lMb M ad,fpM d-uwy W m mtl a roditbn w it ue t b chip w Aem:nn�. atV, a M AassY a Trnaporbtion'. District Troupwtalio, n (10) does wilts, rnike NMI W ,gw, W w ViNr:ct TrauPlrt Al Ad+w,i.t bda< work , iprpw rqM-d-ww. A ropy a ta< ka ,till W f�niNd b vl,e�• inr 1,_ br w A- d ra,apotdian Null W i - p.t Un r Tti C,nV«tr: wok sMl W pa(omtd n wch < msrm the tb readuvY, mp<'tersm oil hiprv,.ay Vd(k wl1 W ,aawrdtl. T1r Ca,lractar .till wwsd All work withal w c < Wphuay right-Af w duriry M prise rr,m Ilovrnbr ISIh W April ISth, mK« dl.rwi« permit- by tM AYasy F Trs,mrWuan. Fi- la su«o,Wo• tIF wok, w CPdratr MMI Mld A h W Ergirr, t?,Vkt Tro,tprtdim Admts,Vas vd w Aw wok rvyiree w .molt d tM. ra III, w Aaa<r NMI W if Tl htl a,d�` Nwa.ar sth, m uthrw« n- W o,.wtair. An Nwia...,a o Hkp aoi.e<n.d nor- tni. Null .stood ,or .psram ,mark. .,tfaw k, 1 uroYs slop k' ov .b� b< ra,lwvd b a ra.dil», <yal W tbt wach mi- d ro.Nrvcliv.. NI aatni.w. yard praal waatl Irwvl waYa ,<,e Prk^a a.vm Nat W mortal by W Ca,V:WWr I.a,rprwt w waprsbn d u.ark ps:m. TrdFs Mull W P'or«-dal tkre It, I — Ail u.ontyp oil tlwv rara,rte.n m itl w a«t w� Ikf<mrrgtr. ram ,m pries. All At apM I b ..salt- n.wnt a :,-ramps with trdrk. A w-ww 1NMI w n.ai,Iaiyatl n al t:.,w - Vdfc WI W rrtokta'vd d NI ti.v. M rwylrw.Uon evavtan v< rut all ww preprvm. Wdrarn,tl d(krs NMI W Pwldtd fn tM rertra a ltvrrk wh., -way V' T —1AtW ..M,rW:w ea wen ills. Ilrr„a m raw W ..yartl tit tM DiWict ro,merbtim Adni.dsYatr Iv w praltctim d w pblic. B.fw rayw<ua, mraie anf�.tr-, W �,[ratr Mal �t.Lw r,p:,.r k. e Niraa, d<eltl writ dmr;pl:t,� w .y�P...,t Milt M prapoe u.t N ocaplaas saabr,a, MVuiry Ito s dVnc aeart.. of Ur orb-ra,V¢br .rdl tit ktlimltd n w(witun deacriptian. Np uwk I a«a.d ua:l w C,rtratr'. Nov and «h.d,lm ties tiro awra.ad :, P,ritirp by W O,ut�, W Fipi,r aM W Disrict Tr„rerldim AdYyi,iNrNs. JK N4, DRILLING AND TUHNELI- TM CanVacto <1v11 croslrut w -or. Nm ✓dr W rgrvay w -irdd m tM Drourp, W wch < mvry ttit — .till W ro inUrruNim b trd( n dWtw-b,ca a [b retlwa✓. Jakkp, trio' Ilry :Nratie .Irll W ra.d:M b wuide tM Vaaltd p,.ts, a tl,�l,y m .tdra..e m VamaA Aa«r dT rar.pa.dim stadra pi" trilliry r 4.srlip mrR:e, itck,diry irwtalldin d W airy ob rare ,ha1 W toritl wt tva M arasdv,r� MN w eparaa+d pl iNwKm oil ,ao.kiq trounp,. o Wren e(wn alto, W jak:ry r trill.. .rat w wad w ben d .mla.al barn wuiee tM , d W Nm N iu m«bP, Earawun Mall W itl arrm a w w..p pis mlr W ltit saoyl pw,ibK withal W b« d mats. .. WlsuPbam farm tMW h'rrmir,kpphaw —pit' W "liry MMI rut erf ] fuel oil Iryln Is/t Wfalauiry ra.,N<I:m d ranWctV, aprasv. Na mdsa all W platl m lti pi -I mrtin d w higl-W d aw time mKm mtMr"Nd by w D _kl T, tIItwn -NKlria'. Ops, rut lac _ - I,-- ooripa ' W apumlu w C<MraWrr o �wW WII- m1Y w w�.�.illiry s ip nvtrvd, fat e Vow kna. fail r prow b W Wproctkel, w ithh IkII, Co,[rvclar, ww wits., appeal d lhs mprir Fb bd M Hylvy Pr,il irowDiEryir,T m.MIIdabtdAmVnas wWmPw W d eah Mtmce, ..:d.w ,ru W rtyktl trot ro pt-at.,aiw w - .drip aid,. E VATIOr1` -ILL AND SURFAEE RESTOiATIOM. Fta:.xtn d:.,s,siay d "n lM Idplvav M-d- sal cmran.• n OoVVI W deWila NVm wravattwl�KY ifTroypolatian CMdsd Drauinp D-1a. mroMip auan - Pot cr,tw,l W m.s 1-11 ml.tip «Meciry •nil W rut N w d s,cN and tsKw1Y tint d way d saravWm mral:arn. kmndiaalY (olbwip kntdbtim a tb rape and/r Nm, W Vsvh ,MII W bakft- aN eppevtl mdrial N G' lay.. b tM wbPada lire. E«h boar Nnll Sb<!a- W r,ol le tM1n a5S a w mwvrv.n try deity w it i, Naue. a .MI W plx<d m w p,opoly ump¢- s,lgada k, LPervrva- IaYr, oil Mull W , mirrvn d,pN d b' r m ak«- by W 6p•,ar. Eah loan abl W LhswpMv oil MNIv Penes-. At toner-, vaaa.,rt Mrll W paNdtl witl - rwa d tM ram stir, a baAlinip ad aa.Mrd .I.,IeaP., l wrr< n ape -1 to troll raved N4,Nmt ar�,a i,ctlb� t W vtraculo�- aWn � rra reed No a pNy p«m.«w. sal W ,.MMvra M.a W I¢.e Mtn wpmVr,t pvwrV,t ono b rsr,pl�m d W projat r wms„ian d work Is w f�urvM< mva.,arM1,fo= vl1 b wrrplaef WIN rurv'aw� a �.xwwn +gal t� d pv,s.m4�fc 4» the D' wakes (.tap a r Nal � annm1ad W h o1-jai �pwv.wR. M ut) tiI ta'vsd WUu,n midiry rcbo s wire ne . Renfociry ,MI1 W plar�d with a m«.ir,Itn vtr tour a Y. w ,I.o11 W ttiroddv si rvnpoc,York dr W tM deMrtl Paea otl wrtl rr ttvn �T) day, aN mdslwre M« Cyr a arbp cayskp sans beip &'tsnkws pavrr,s,t. Mull W ,plead with W d awniwa Nmt mi.tl car,crtu ¢ W WW,<w d M ,f Top atlt LIK . Si t d , II D- is 4», i, ¢car'dvrc< wit. Vavnnt AprcY d rn.porbtwn Stotloa Drvuiq D-W. Sidtud4 ad rwW Mal W .'svI ad n k:d n i, ocrsdoru MN dada arvun n tM ply,.. Ens tp Pmiu rubs raw W wlavme oil ret. p<ss,tlY Pam rwstl, Wrr ,rat W rt-dbblial,tl in arcardo,ce wile Salim KI, Vr.wt ApssY d Trmapoldb, cadre Speci(:rdisv rP Hprauay oil tri:�frCwrtr«lien, b tM wuN¢tim d w DiaVkl Trmaprtdim " TM CmVats ,MII W r the ob psedeo< lM Pst,d •wrlae is o„e Yao fallowkp w v�.,pleum a W wok, r ifitl by tM DisVkt Trnsportdim AbniWSVas. WORK INCLUDED: TM Coarawr Mull der <,p oil ,Vippip ' in d tM pk w:tM lM Im.0 a lM pmsty a CLEARING AND GRUBBING. TM CnVab .MII m of ea.ay soak d <leoirp M Erpkrr. OiapvwolwnYl Nvl All p<aw, t 4,t.4�+ r ,ideuakr b W W;II, w•hr< Vas, mat W ra.vvtl, ro lies Vacs with a.e- rpr �<) ' rR :, dia.,<Wf top W ...saes mK« dwwi« rYaMi� t r m„"a,'!? by t Erpi..ar �n ry Nan IW dwv h O mov,c Uvt tM a .aura gp�at<. its CmValr .null r�..ava NI s4mm ad raAa w:lM pe,.,oV,l r Ms-d-say. TR=F TOPr.,Ol: u a rmswc rot - p,m —Fatl At- rvoduvya, It is ad Pbrork l -a-war, um isilh . t. re aim r can,Wclwnl er sVYctura, ,. Ie-, ifitl n 5« m 02D20. Cratd wr(a< Mull W Kfl n a ttit worn ai.-tWive tvnVauo,. -12 WORK INCLLOW, Er,bpdw,an „ till be Dos lit, Il a r �v w lw apavvm wqw ermwbd mac,+ ¢ w th SURfKEvft-A-1- I- Ot'anbaaa.r,t to W rra. W rat MnSI prtprtl by <Ifpiry of tom, dwn tr,a ,Wbruen, WMea oil tri-Wa • TT. as W IFabbedalt�w.wa: sew ff. Pas. t�r, eetri, r-d ,bj«tiwvbK masbl. W r'�`""mtc, Wl M b <.cmd G NI s �wNnll W wl df m cb« b w Pst,d m pr¢ ac W uidip Paod w n,tat•rtl d the bx d W .Utnp. Tti am Null rot W P,.febad, W[ all obi«lio,dl< misiol Null W .snood. All mats rtsrltiry from chip vtl pMb- -11 W sdiNabilY Napaatl d n O mur,r apPvr.d by tM Erp4ws od N rm.q:e<i wN Wal adivra. WM snbv,knV,u ere W W mode a NIINde, [M Nape d the grvl IF- n M a.,ba+a.w,es w W a reywl- ,tin W •-pose ad a r traird m tMtNalld h areda,ra wth �fN�� m ti.vcl.d br W 6pk.� « lrM vr« n,ars..nl d tM Napes dwa MTERIALS TM mwuMtl r«k, 44pe, boulder• atl alas, asset whre r¢Pirtl i, w ravtrvctian a dMr ir dl.rwi« e:r«-, .r,011 W u,ad in tM raytratkn d onbv.b.ras W t. <.tmt a tM praj«t reirarV,u oils ps,r v, Null b Plead « m b fa.m tM bo« a m snbverms,t. Frwr mOtsM still rot W ustl in w coWuc .on d tn,ardavVK,, a ,r.oll W wrbPAnsnt. a wwasa w� eld [M anbv<v,m,u W Naas firms, " PlasrV,t aim b I,r tb, ro:k .lull Nov uAr. lM .u.tai,ad err vr,PPdure�Wlow 3zf, dv'au tM ebldrrp a W� rtl in. N tM y natal« a�K, R ,MII W kNltl rt.rwirtfuWrs P« EF9A(¢FIENTS OVER UNSTABLE SOILS. NM msthms .ah m use a a (illy fork a Nan d aacwalio, oil backfill raw W a:li- n r dtr apoowl d smr by tM Epitssr. nelibl (ran acwotin n w of«t NMI tit u«d b wM r,at ei44K NMI W Nrb'rrJ (ran aMr error whn<wtMri- n w, +p by w 6.piryts. nEI I Or CCwSTa f,ti f- Ftatrfol blip Nacre k, s th AllV,t. MMI a Nrae N MrimdN IPItr+ a ,.kfa,m Wcbe. a.m. w rwl wdth d -h why it is knpractkal b y - El fat wKW ,i w sv,ba bent, pots widM1 IPYstt ,r,aY W wllvri . tit lM E.piror. Stmq., lrmt, rwbiaN vb am s,twidK mars still rot W placed k, ,mbv t - tv apt rww 4aq,dtd en Ltv pla,s r w rdrtl by tM 6gi. Tb Wtrc MMI penis d tb drm,l pot d tM RII Erv4odarV,u NMI bP �^am - w k, Sctr, P12LD d tM.t • acirrdiw vrq n I:fu TiS ASTnvrirFW ery 4W w ASASHTO T99 (Stmdod Prods.) ¢ lM - Fuld t-, led. dsaly Watiry Null W dose ranfmws< with tM Sam Corc AST- DIY% r w I(Pcltr Msthtl ds ibW br AST. D�92 r MSHT. T]30. Eff«ties sp lienI _h 1 Mall .roltit n eF Iwr w abtnln miflmm lac � it W . E¢M1l b bN con<,ad Mud war tM ell r a ,�dartnt oM a tz" ne bwlatiV MII W raNkte b a ,tifarm dell.. TM stke rw n Wr a W mi1a...yN ones- b d let w rsyirtl nwMwn da.Nlr by P« d tin W�P•ynt� stiq a�lra, tar. «. ronbiVtin u..naf. Eih mwirp iP.,ra w«irm�ilr mn.rfata.e roy.pa<:m Pr•Poma w.11 rot W tms�'dsd m rm,Pacum giP.«.t. All It marts -I W - .Milo. rwtrl de4r.n`� by W 6p'+rr b W Mit�K fr a,lv,ip w �itlsdsyitr. Mal w �ItWr« ,tdr rare ua, b. ma< Ism �mr�.t� w mown ens aN sM�l b Ie t �lMt Ut t tM snba✓wr,t �tssWrmv oa-K Spwpkrs., Mvvk,p r ills Ma dimlov.rM1 odr hey tyiprr, ', l b w,:d,rtl pr' Iais sv ds,ra far n t d nM vtlIMI it, l M m df�W'�t Mull dapmd r,cto,f<d f�M w meVtal W abali«. n t W b allow whr �M nvuurt un1o4 d teM�marid W tM bar �., raWvctin svtiM«to-ry .sous " by .r,achvird vnpatin r.rtMds, ,r,olr' atoll W tldtl e:,Iri II— a d ¢Povtd ip.tnl; am W V-lit N Ai— r bvi- P �Tb tl,Nl W�urLl,<mly ad NvrouplYY isryodd Irev w .al by ai«. fire, bbd:rp r by dry tppnead m<Urd,. TN. nmqu4ein raw W omit- it oils aW Past. NM tM mo,ur< untrd d es nyOlcM n n eta« d 3 vres,l era W mown uI.ts eanlod, trr ma«M MMI W tl«wpNr r,mrwrdtl Ma w w.e n.Mrid r art oar �Nrll W �a.e w,m xi.p. I,p.eP.tp, bltl�roby m,ary br dr,r mp'artl Mil.: r wn W n�pybr. r�a.,tat .Urn W dsftmtl - M Ws b triad toatM rtNirtl by s.mnrda,. PIPELWES IN EI'IBANKI-IENTs: fSpsliro otl sWcu<m N ad it Fill. Mull urdam b trey .P«,rtauar MN r—t W taa.M:w, be 6 , Wiry oil bakrdliry. Ercwdim fP Nmlklm b W bid N snbrAms,W NMI W soda atr Ib Tbs«.,nt M. ben ronvlad b a Miprt d 3 r«t obws W aralln d es Nm. I< den arMl W k:d, awWr bsad.e and b¢kNIW W w ten d w trsych mrauotiar,. CayVYctim d w tnbataa,nt .lyall lhn rartiaR acordiry W lte. .acl:m. E,MVMr,t matsM tljaa,l b b¢ANIIpbill ti I, aNdMIn_ «w -rill vlta fP erstchas ta<walad k, snbvdnrlW. CODER: 6rpvbns,ta -1 W Wmai4d vd ,.eLJ kr .�A...r i *Salo, 02D10 d tM+s tmcifkalby mKw rpscird etrw.w:« m w play. aMvnr,.rt alas rasps. coNW Na,tip• Pt b W .sods, w r.a ,NON W IF— r brmaA W pwidc crass-d"ai3Opc oil taped- pr"w w tot pbakp. OI113 WOreK INCLUDED• TM folbuinp rctim —I- W Pork W W der by tW CmVatr W nlaki,p Pokkp :.end acawtVy. GENERAL. Pra W w bpinkp a amwua,, aeip w ..mtmm,t mrdiw I ryacwavy c tq N PubWp n ttit rra NMI ours tits, pia- ' N ad SlDPES. Al. Nape• W cut and bvdra,nt .«tiara, A.- and rrals,uay., whahr eb v teyV - NMI W sd,KabilY cbvW aM coral d abNruct+tr W a rya and m ra„dtv,. facava:o.. ,IyMI W .sods i, ama,mlr <b.a -Al war.. ads a,.e r.ykr.,.t.:d<atd n tM CmVat err rdrtl by W G,pt,ar. CWSTRUCTION.. Wr,p w canWctbn, w remvays ad p _lk Mull W maktwd « wl tray will W d-v:re d NI ti.yas. Mira tra(fk N nrak,ld,rd, cre Nat W srsdttl W keep tM pa-tim ens, b Vd(k :, a adiKatov toditim. REI-AL OF MATERIAL. All witd,la rMr:M renew! Iron aravotim .MII W M fwma:m a rnbatwwta m I,dirdtl n or play a m ei..sc- by tM Eryi.rar. TM antra r uaaw matrbl muwud drrip rmatrvctim K W rail ell p- will W u.tl b w atst papas W mifomlY fair •lopes, W it-- n wch pbPbrw alNin W .pill-d Mf-Isw' m n,v✓ W i.,d:caud n or y r di«- by W Qav o f K w .Va n wmla rMrM W r. ere .ran w jert NW, 't- N w Any malaria r,et P,.d i. tiv i:Mt-d-uvy s w lta, lama Moll W P.ae 1 ^ho- tau r M lM w by [M W r .m r K M PawwtMt �Ei �wrtlF ter,. Ai- wmW mild Mull W P�oded b trm, alma-, .salad Ichtl n arrdau wiN tM letlrmiq tea ftd+wv TM CmVaty .till W rtapmsibla fr LM trill d ill canWc- snbu,bns,Ka a,d MMI rvl . d Ns sun -1 mr[ians wnkM1 I,P.. berw.,e diml .td ob a4iWtabK W W ,t,araddls mw/.m,t a w rMsd Paled open ankh W tmbmlm,rA i. twee r W m Act d Cd. pCRRW M ,ERIAL - by tM 6pi,ar, be.aw mad MII rot mu al witMle marts 'hen berm auvalad vd plane bs,kn,nta, grad when Sod Boron r G.Boron is u1W fr a Ib Non r wM orb- een�i, im W - tM 6p:m�afp as mI ur,dar rr,bsw..nu used w, M from rv:d,.nY s kr nvkkp sv,bvYnwnu. OZI 1 WORK INCLUDED b ryor„a erpN i, m ad V,rcMs, ba N1 we a�o.alt oil Palle oil Wmai o rtrassov, m ,rat. n tM Ca.,trat a nay a w a:r«- to w Eryi,,.r. G ENRAL METM VmcM add am ,MII d w! kis,t vb depth fw..vdfadW�IVuc mod mP.rtowR tamVafeUmlb W W:Itn •lbouph ,rd p mores aw iw a t+n oil sl.ai3O, tP.ry.gt ad e,vniry oil ro Mad mwi�l< mdrid. eTrocM. ell . Mu W I.m�•w idr t lM wV .,.:ay W tn,<1OMu.. YY rot W W m mdsM we � m p rra. barkfil eattonaba V hu sd dht- err I, to.i bee lets bshye, :.fat M Ery- - Bdb0 1-. -it- -it- t1 W tared i Tmtr Pme� P for Pods ad bmddtl tMaddirpametFod m detabd Use Cm Vat pyr,vpa. No t =eI MP:IIby be w pomEpi,eril- ri, r<yoe btld �n ape <ontrvctim ml<sa apa,(itaNi er s«tin asn, ark WHiphuoy R'pMa- �- �. p vy m uy �:rderPo<,e Wctum Nall by bend fwrdal:an a .jr�va atoll W dnt,rbm. Nrcvr bwds�v Wa rak oe sranbtl ertavat or„�a astir. a wch Id,n Itdm rock still W ronowd b th a it i,c e<law Paea me ,p¢. artrpKd br th.n ,MII W rtf' Itl W v,e: wt M ,pair tl b.de:ry mdrM rrr,oe ,I.al W ovrrd d N,<n ...<, w W ,¢h t,t«e m - by l- Epirr a, soil a mY vWt� wrlae ma«ul dr«I<d b✓ Lsafn mbetl<sery Y W eN kept « Fr,m lM dry e.ravad -I fill i(Side .lapeale d trrp.otima Nr11 W still W uard fr tn,b t>, m [ha, the apK a a nary <.caad p,a Mal tr nil nwph W slge, « �r«� N•cwd� «y�ed m , .salt d Nieea a uw-.w aM1dl W do.r Iry tM « RzsntM a baedp malria till M W dos slit MVvc- ben lrvwpMy er+uatsd and W CmV¢b is r<vdY W knWll Pm > t fwrdatiom d LENGTH OF TRENCH ALLOHED TO M E by OPEN- L th a Gash albu.eA W W ape ✓MI W e<trm,krd tM ryi,tr. TK Ida IIeptM1 d ill Pork ire a«h in MMI W kept w .IVY m i, pr p,ll blsgtn a trrc wb h cmr avn ern- w a .p« r aimeea�mr o.e Ise I: I.ou m al - i,lrt. ass , - t, tM Eryier, di l s H stawu MISCELLANEOUS EARTH E%CAVATI- Nrrsys --I by lM Fp'<n, lls Car,V¢tr srvll b aoi acwdim a b¢kfilliry n adatian W the e. a bakr:llip r,tee,d b t tM wok ragitl by Vs Cmuact DaonsM1,� M,aellsew, srth acawUm aro bakNlltp nW W rtyird by W Ep+vr rs III nil r dr pwrrVmd rsl T ,cdiv, d +Vtana ,loll W eertl �<dv' mnallo,sava oath n EARTH E%C.tVATION BI GRADE. n tiv 'm d uv d-1 Repro., n,otsd ¢ r WWu P < Nw sorb a b,eei'V mots ,:m.,ild,K fP rw,diie, it Kh,n <l � w ter.. ww W .«n .datlma e.vtl.. sl W O:r«lad by w fr trd U.It rtN1Itl with riuMwd Mar, P„ I ram -, r [ti Fipiw- raw eit tla a tr raerk w d.r:vd :, s«tier., lane w ,.ubtw in ruIIf daepr aatavatin. If nrutsNlri< is UIiK, it NMI W :tablltl oil W w hs. brapM b Patl r fP Pm V hen o Noun n [ti CmVal Rouipa. I.IFI AUTI( EED EW,C ATIOl4 If w bdtam dory a.raiin ti. ties, rr.yawd Wlaw Pada Now, m tM CmV¢t Rowiq., r [tit prsaribtl by tM Eryirr, It NMI W trovpht w Pole d M CmV¢te • mps,m by rdilliry with well .sops- beddip n,alrbl. t EARTH —TION: Eoth arawtim bclWas ill mars, rot clmaid w rock t, �, mc4, PI, balloon, I MW, bo« s, ob bmbarw• rra N YaM.r. o12K BFDD NG FORM AND E NQYc INCLUDED: Mork d eaiatio d oars, ad, GENERAL E¢h ,Wc4r< r pa , d Npsl:ro .till tit ' - aM apprwtl fr kedA"wpf otl bock(:II bslw it is covrd. Approver fo b ,,p sN barlriill ,u 11 ra auaNav d tM ,Vuctm< a A, f_ food W I W wt d In dsro..rd r donaptl NMI W rc-lad ssl�4atl - ,dd'uaa re.,P�,aaum. (fa bakruip -.It W alaatl ra:t,e ..w+wmtr Nl,r maa� b M Mfi:sdly, m dat,m.W bY1- rpirr. EAu lataw NII Mv11 W rsnerta Iran M by ca.Ualar, ,tt.« air«- Trn xwb i. rtsoonibK rr i dad",Cosa M ad>�a:,i�•r �a..aarY pomp- m.«iad ,au, wf�.parbtia, W a e,+pa.al n w Nw. sum fill raw b .IprxN- d w «W. PIPE REDOING• qa -miry NMI W the malaria N W Y h ilk«tlr�jaad W w / ill plmtk POrp P..d ro -ity tom trans P fro pa�,IFcI atoll iron W ta.n d W Vach, G' W au. [M imtrt d W pqs o Poi.t L' N.ws tM cra:.,n d W P/e W srtw a oatr,sd IF stir rn asptiltr Pmwba-eda e<Wilad n W Co,trat Ifhvui,pa�va dau 4" Pwb a Iou mein vd rr rsi,farroe sal caaltl c F4r stem trans W Wee bahMl « Iron W r batten, a w wch, d' W.-a11r d al Nm. b spriry Iti a tM N me .ball teyi.t d ..ward ,b.s, sod a Povlo Nm bem� w dadbd k, lti ce.trP<t daP:.p.. ^ Nm b.de:p NMI - m:wwn anr:tr fd n M Nw oar W p.wide ,tMw�smpn i, ro,. w Pipe. cdk nF,nnd'vr, rt4ara b w Nm b<adi,p W W dillwd Nis ovj«t still W !wd m lM Cw,Vat Drowips ad mdr tM ,ac[ie cot+riq me-.(k Ld Nm mvlrM,, Satin Onto, OT,Ya, OF£t, oil OnrA m appapriaa RPE BACKEILL PMs -MI fr W. -jot -1 La4ds al rroVid ply aWvs w P b.m:p W w,tlM r a ,a.l,tl Pyee r W r..e N,bPaa< m .I,Pm ra w CanV¢ Orauips fa Noes ✓,dr rem, vb MMI W - ranpatml< sal mass Iron tb arevtvn. s ustl fa -IN' sr,all W bj«t b tb m eb snoop d LM 6p+rr. If i1 w apinim Al W �nptrbavauyrawbr¢gtekl drriLvilrldrwmpntwbc aiaa<tl iWi, W rrcaOtMP'itsawbtNtld.�far, otdrboo, tckPMNelola,mel W rCNmhrVlN¢s.eMstparSrNlaI MNpvnsMesest I sNW. tenm.NuvymaW d d NM N Wvuw «t3 . FFetitil lit -fill. ti,t III, pd n Frn 4r Nl W plaadto2 fad tMI PImb b' aa okiil/, ills M bao.r row- ad lla all will, Wtww, sloe oa vrvbuty filed with fir rgriW. Tti Na am Af leilal W traavtd /rvnka�lMgM1t d r.vM lhn�franl W�lav d w viper_ Tlr barkNh .rMl rmMst d Wa .terse soya. TM first mr MMI atsd .ran w tap K w btdd'p mNsbl b a Might ,f 24' dens tM rrw.n d w pis. 5elat acaNae matsbl nth +leas ro tier Wm S' diR.ar NMI W Plod n L' li(u vd ronpsc- deity Al 4A Ff W ..spoon try ds y -N Stmdod bola. Test, —iftnp b AS- DLro r AASr(TO - (-sent aas,nb. . still W platl r Ntly m m rot It disWrb W Pm a car it ..rail ear rhil entail rrpn tM ten a W ri.t oar w wit M, t• d r:k.htl Pena r b reed wbPaM. oars n s mne Mal W «tat aroused marbl, Platl :, G' Hns oil torso¢- b a Ald ASS d mwi T7 dry Matt u,kp M Stadae Prab Tmt, arrdir,p b TM OG9D r MSHTO T99 (bust vrsin). Swtd4 uMNa sal rra W baIUIIW W Ws .ss oil pa- Pip rli a.,wyd a� ran-7itw, pra:p atti riw des« d Pa 4rwlr w,,mmW.. mats envy �.vn�m a W( Eraiyr�W - wW was rtit.p a 4.....r " v Ala w, lasso Poa:p. TM wAks VsaF w:dh .I.dl W miramly .woos- ad trov:y,l la Poet. TM ram4,i,p <' a trs,chWtwr, W ten d tM ba4rill sd w five .Infav, m W sa,dtl a .addd, Mull W bur fill -I with toenail, - vd fni,htd vrvdova h t �aA�.WF:M Gaef�q. Tav«i�^ptSmelrWtf thtat �Ifdaroa wiN lSatoy OIGM oil a1LS0 r ONfil. - n FIELD ING• ELD DENSITT TESTINI<« ifitl alrunrs, tb CmVata still wide W dear tests W -iry Wl [r, cpnmctim r.,ylren.,ts a w. ,atimatia tits, ma rLdrM tivrp a p-abtwn wtn mar IMn 3R raa'md n w 3/P v. prVdlYrsWp <oxdrtl urw ro .atiKabry dsv' ttp oil Mal Intl f masts a r.twrvattl Wf < .slate. tdd:tiwel f,eW bttarvicetsoy�bera.ae d (yWrt d M fi+l cwnvlY wtM1 sly- r ,r u, W pavatl by W Cwtr«ter md'tavl1coat b w Oe,r. TM fslJ Fs atta,n - w - W sort r�>anct with stmeod neu,od d Twtkp r D ,:tr d Sal M-Pbu by trY , C.or STTI d, AST". pYx (MSHTO T191 fro utk,p Nab rMlnm. n �< Wtn AST. I-IATERiAL SPECIFICA 1— TJs .a n pii—Ii W lM 'flu[bm w ___ must —1, with r.podiryt,LM _Il, oil type a malsial W W vtil rr (ill, Wrrdill ad snW,knvnl epraims. GRANULAR PIPE BEDDING AND BACKFILL. WMrc ref— ie .,pile W aells. m tM Willi. these ap«i(icalion, it still m mp �.l«ia rra r °� a<ar,'i m, b•�k., Wta^, w•^ �' m b 6j�liorrbK r.aarKl. I Mull oust t Padal'n ray r.,m • a , e«knu ralaa.. b Percmtape by We:pM Syae Henn Sievm w ,patd,mt.m,.m.ia mare urn es ey�weiya •w.,+o i�<'.iao ,R itWtr.ail a °y.�:�� r Ptltl v.d troh< Ira,t .rar .tin rot mratl L• :. a,v a SAND.. Sod sr,il co,N.l d cum, -d dtvbb -ire, v.if l Podtd f� dove b firc vb sr,al fro frarn l— o.VnA d sll, toms, W, po"c ..,ills. r dlv tim,ful wbNas<.. I m«l lM Poda'o^ «Niror,nts fo ell ea:ra w fallous IF-1-" t<ei-FA m Pm, ro T Nam• I . A aqt - IODt No. O LOR - 90S Na. N 20S - No. 200 OS - 12i CRUSHED STONE- Cr I star r arrts,td P oKy Pmtl l-, 3/4' I/d• oW d M:sfatrY Naar Mal b ranarve b Iragae ,ns,ntabl< motoid uuwlad -law prole. btl Nm, W r I¢W mwtnorittl srrawl:on, vd W W uaad < m .Iwo m M CnVa[mPauipa r rsyirtl br LM Erpivr It NMi e<�bs,, IyPd, amnia ad rrm r.an ad, ban, lw a Ppmk milt. sd Null W well .sops- N pbu. r m rdrtl by tb 6pi,ar. Sto.s NII raw Nw W a,tl N w slmikeaim d snboevns,l, and NMI W Na- ra... �.aa,ly Pr v,pd,d Nriaa. (e. NMI W taker, :. w I ro 'a aimlaip tb mdrlr:p malr�i. W TM .lams Mall W « Plod aN disbiW- tMt tM wlll W ro arar.,rlolia.y d Ntnr lM tiro. r ..tots Ns d tl.ar. Rerrrp/.mt d tlw,s day RO = r,vtl Idor P m«hnial --I— "I nW W r:,ytrtl adMn .palfitl W NII oil fill bla,kd w b b I1, m pot d o W co.rVuesntim bsAn,srt. W a Need ravurr Filth d tM so..bota.V,t ,ttes. Mr,a« harittl Hru,. EryNtr. iII,. N Ills ambt is b W N«tl wtle ails, mdlvds Mull M .a ir,ai ;l.,N:ni« apdien .a :.,Ira rot tM ..yirw th<kw.. a p.aWcua rrora w:n abta.,.d. Stir fe etas rill Mall W app.mtl bd am- rock. TM stirs Stoll W souk. b Mops pM Null M Iva a rrrlbl dmnsin Kw ton IA d iu Iwpeat dine.m. TM .tar Nn NMI W repent. wall Pmtl rrm, [M P.almt b w mms.,I,rn s,u alma ,p«i(itl « w W (an. a vnpat n,ws wM n v ere. a) T� �I t: TM t 6ww <W Nary I v¢ Iran I ah b 12 kcM s.d SO po d W d tM . :. etas loll a Kent dr.VNm d < b) T- 1: .aped -- I so error d w wlmr d lM alo.:, Ne Mpu tier a let e..vy,n a 12 i,tM.. c) Type 3: Tti Iwpest dims,Nm d w tLas MMI voY Iran 3 kaM1c> b b KM Pd d Kent SO prrsM1 d w wlltrye N [M sbs n place Nall tier a Irml dknw,Ms, d IL i,cr,w. d) TYm < TM IPp<at di.«w, d W Nov NMI ray .ran 3 :ttre b e0 :.cM atl d lest Sa poria d tM wl,...s d tM Nov 'n pbm NMI Iw a lot dimsyim a 20 i,cM. RIPRAP: TM Cp,Vab -1 --11 W - .pomp k, .trio, y fill cb« ud �ailY W w d:nssiar, sl<wtiw aN d eM IpraliwN i,di a- w, W p4ro bl accr MN thus ,pac.fica:or r w rdrtl by W 6,pi'ar. TM slops b W pMactwitdi .I,il W a:ftl nil M r.es itlirded m M1s `lay a m dka- by Ery:wr oil if N a .till W vnpoc- enter m.«Un. All Nape, .IrNI W rrairdabrd and pr'al«Ud b w n.at tiros irdkaltd use plo p-iar b tM plarip d .iPvp. star rr rip,m �1 W apPa..e, rtuph, aH.wn mrl r«ta,p.4r ' rctWr w 1. TM stars WI W nail, «oil. ,v�r orb [M a d W1odtl � TM W:Wdw s-wM1. 1 tow a e.N.h a tl la tM LtNr <» awlM ra,rl. of norm. TM Wpm. bW F pbw, Noll rm,isl a stew tMt rpa a mnmurn wlmy d D cubic f«l, ,rd<'a, dlru,i« rvlaf. M wills Ww,as, W ters MI W <I,i,ktl wN .malr .tars b p.vdr� y lit, m shMl ps,svll�be plaa� cfrvn n w nor bills. Iswtim b W sl tight ird m W CanVat Pavi,ps. D?W No. 7201 yj �ttC arm . �`17'ONAL f, ',k• ( ....s•`�,A �p l IU WORK NCLDED: Yrerk in 'N' «c4m prban to tH Mlalaim a all atwm droa, ' live, bH+ _ Irate f PN « rma .." b eqa I or wen a 1 W public =It, - b b c i P�atY�r uarkwil rovpletad rfn Pafaupaalaprwaya, ry a,trirerce nrdolx, eaten Dana, u sd aprMwua. Nark elMl b With,ro alro,.n atl rotas m w Cmbat P'aw:q+a r m dk«tad by LH Er•gi•ar, IF aurae ry tH plArlic. H ally, br¢krM1 r trbid watryfron bscrrea ad < atoll be alPu.e to di«Ira d. Yee a rotas ara,ppe TYPES Of PIPE TH type a udacn _, fa >bnn dye:, IM d roux Iwdry a TH loth war t-tlb di«ged rY,te w ;dry tt M SrtwalM1 MeiP aq Amulr E Cwrrpaee Hiph -it, PPIMMbr P W (HOPE) r m waved ewes. p e wWeya4 .vM�d<ea cr<d< p:dr id�b rod:Uaw tH Catrarlor wd1 b fey .d z dnL Vrcn to TH nmhete urdc atop aoa4d od +to-nlex atWl clang aaanblY moat b approved d 4uctim�ald lanpor Y rm<pPurda 11 H f I ad wth to by tH F ir«r Pit W w rotalldm d eti vit. ad LH aU rntree to to rpvrattrodtrim. r NTERR LOAND ANNULAR CORRUGATED HIGH DEL -ITT POLYETHYLENE E.. PIPE TW+ PPs«ilkotim darrib+ A- W (9-<rch (IW W ) SnwotF otrr Amrlr EstrM CampoLM Hip- D 11 PawtMlr,e (HDPE) P- vet a Silt TTpMd Lsok ReN+tmt Joint fa u« it rrnPeawe rwitY (bu drair,oge 015A0 FR ION ONTR • -T. n252. Stodrd 5pec'(icati- fa Ce.upond .Ylrn Pi A' b Po1yd W(_ 250rtn). 5. NORIC INCLUDED: TH C-Data aHll cart vet N. w n a mv<w W .. . aw Mq:ate Paaclim b Iuac feu«+ od mom« pest �e+a. _TO n2w. StaWt 5puifird:- fa Carr,gaad PayetMlrr Pp<, IY b tl W.tl:n 7 Isdr dry+ dtr No4u b Prxesd m tH P«j«t w Cartrala NMI (- w 1200 mm yW 5. r MSHTO nPr-T. Slsdvd SPai(adion !P Gerupaed PolwlMlPr Pit., SA' b wbnil b t. E- F- ecM H CPMrala��+ P i metHda d arms- lrMrco� urork anal H -rem attach Pc highly vd I- mm).PTIX 3. NTn DZ321: 3lodrd tics Ni, trrdrrad MlallaUe+ F Tl Li a,Fi k Pit. wreptib�e w rmim�a W,u �H Ep:w, a wMn ietry tr' ` a la Pail tH ms Mda a r rY I,p lt m w prej«t. Hue rr Sawsr+ od OMr Gavity-Fbu APaiwliwn. wm'+d by t Engirwer. a D-I Sterdrd 51«(ratim Ir rMydMwr Pbatic PW and Filtrys H Fgr,er his wtnrA v aw �/ n mac t t ea « d redib4 M M Pb Fit- 51-ded Sp«i(irdim Ice EImW.rx < as (Gestates) fa Joirirp �Pmod by xrsvt��bvr�yPN hN�Aaw � Pewrlbrerlmw«tt" � �r iairt W urn HrllehMFlm Rmn MtIM1�eHll b np.-daw'lY Pt In D3350( war wrrxab Pa d root abwww _(opmmtlmT p. M«aeap crb Ir•l�rwcrka dFieag wt. :Tn ul-oxE52Mfa A- ha,gh III— Aiii- 32 r m.reµ�nl,maa +M1cr�oHdeda HniceMI<.I TI.4HKalvPmtmTtrNrac <� WrnabPaWaTtrKImoarind m.+x I�.W cnl N Ar emltuedaNderdrMWLeHL dNeoxbrrwmelIlm:d-e vHr e b aN<ubbcy 4wrd rn t-, mil. mukrrp. MtaNatwr d roes:- vM/a Pdies dx.- b +nwd b :olio- PPvwtly ad cororrtlY lH dlv Iuwk. mmk.p f-1 in MISHTOnn25Z -TOn2W ad/r -TO PIP7-<7. PaecrMd him re nornMl awh4 dm ,< ill MpW Pi« 'm NMI b ro 4x l,n 99E a mmarol ia< dbnelr ad low o ^ a 100 (eel lryirg IrpM j- II 4 TI rwyired b ear NI Iwrrvre,t r I Iwlam eM LH H erlieN e r1Wu1<. Prpjectw d Pratt nis oaaNee . •r A� IO-iron (100 b 250 mm) dieMra, tH pW wPoli.e WII b. rrwath If wntitbn iwLs lHe w r wwatl amalrvclim avow ra Amle fitrior Cwrvpaat Hpn T- 1 fMwtMlo (NI%PE) Pipe n w r.ykmrt. d M3HT0 r'Q52, Type 3, Krohn wu w i,Me Irptn a lm, w a Pq orbaMra,t yews+ Npll b NaAe W F- 1 e Forrol2WW tl- rcn (300 b 12prkrren) 6mrelra. w pW r.wNied aHll b me.,r lr,N w rural a aretr Hoy b :tar pW PM divrtad to po:,t+ lot NMI 5wt. drv:ra Null b Mlatlee r ,ed Am,lr seta -la 0.tMtr PPodwwllMMllrrrra wire rmim rsr,ll. W m, m poxibb la -CNmestkMtiwaNrw UWnaree ufrust fi"nIaaPta Pt. mtw . --IT, Tp5 b LO- Mnb12) dbrrrliw p le nYrct-a +yHie. mp«swt i.n..rM.Wf ideLfv aWta ...... Mrarn 1, ILIPP .mII ,,r.rrrrmt HrWa Ar.aryE,V1r ree<rga.e HHp,n r pL, [(IHtDDPPEE)) rP• I.WrfwtrPeuMnS,wrA,kp-trl.ryrw T0 W5. ; awwam NroiLillo.aa. . mtdra Hw b.m ranlrpcHe ad :,rail >m+ m +a+eed Nat.. r ap.tMly Mtd l:ee FITTNGS: FitYrp+ +list rPHem -TO TO r'a52, row a nP7-47. Falrva4d sr.,rbba.y 4 atdliNwd wrfcirMY N b - of«tiro delrrrt rwlen. Perot entry. MMl b wlded m w ntrir .d env tl al jlrcHa.w. Lr,le anrwi« epPene W vda,p, rrw..d eyipmrt MMI rot b woad :r JOINTS PM NMI b paved with bNl-Pd-aPpa joarle nreatry MSHTO n252, live avwana «rePt W Hwy b r'eM1•i^+t b ra+Upct cl,ewa n arrrl vd prrrwrt r [rrlprY NA«twe Rim, Nrpsd irr, rt+ NMIr m new r nil-R7. JNM. rMl prwlM a¢ epM ad Iwk rniatow Jo:t. erns Na11 irape"ete o r.,..lry w a ASTn ATE F I. aloes, b rlaret a tax wok. a,d e:tb-1. rar«d F. P"'IlL pa+Iwt .asirrrrmta to Iarm Nll tpM Pd lei uerctpn. JN,ta Moll a<see w veil tip% JNM by w rontrwUon wdlern. T- MSHry prrPma.re rt,Iri. a strrad sp«uirdien rr Righter o-iagn, oi:wan 1, s«He. 2L. TH vMala rMl Prrrn, al a w Nam a,dr aro .cam radrel waifirdbn Pre Beal. M...., m tH v,b«l Re.,:,m Mwr p Males • Gakel. NMI b M Ir M lH p mPwraWrr ate courses wth a rr.n.dl. , ""'lar"a 'r° 'r.rm'l d nnwrw earo me :,Id Pa.rl:n. rA pM tub-�rmtH W iM Ibylw fmaVIr Noll b uetl - tH whist ad HII grip mrrrbly. • SYrmllr tots- ad Amwlr EII r C ii AIIId HOPE Pips +HII b Sura-Lek FAT « mwfalupd by Hart, Pe-apprpwd arol. All M- P-t. r.,rrat b -I- to Ili Enpara 4.ro ,wakes bdre bid - rr Codr¢ta apPpval. un NMI W W awdrr< wit. ASTn D2321 wiN tH e,raNim lbl mWbl" ba(irk.a re NMI b err foot (0.5 m) (r A• - PW ed Id'(OS m) fa Sr' N (O p: • B kfill w ape with macvl mwtip lH rgrPnP,ta d AST. D2321 Cbr 1, II NAjat b "N"ryprewl d w Erpirer. mrk/ill NM b placed a, II r I n lifts vr,p:W W a m.r:.ru.r 95t +tadtd P'aclr a s deyMM ry w IE,pirr.r. a �rrrT wpV M,ou b ulyd maNh b P1aW N congest lie- 11rd tH ran P T. rc b w NM diorotra2A' fa 2' 3O vd LAYING PIPE. SIPrn Pry to IwGp to ro N S�caUo�i a w� Cr. MM1 b -I- Wr, -badry - ern 4.- buck+ N movap pW 1, Na (rot o:Um. WM dr l,,I pt. I+ r.^lest by w E rp «u, pro s.N1 b r- by w Curves- a lH Cmlralr'e seems. Mrs a Ll twit a H Co,NW ' i re wa ,IP «-kkd a i[ bane dmrp.e PIPf ---. PIt. bedeap NMI b W +poi( a, S«lbr OINK d tree sp«:rrd:m.. RrMecee vrren Pd aaNMt rmr pW NMI b heeded rpm w -Nbaton, A rIv<rt a MII Pip , W w va,g IM of w pW with sad a raob pW Ibadek,g m aelailad h tH Cmlral Raary+. Pbtic pipe aHll b bedded Fur. tH Vrrrn button, L Op,lI r w arvr[ a w sbr,'Md N, w (o,yaaorn d tH pip.IM +Ptl r twit pW Hddip m o-oNrp,. BocW1,1 above tH pt. beed'„g NMI b whtdW itl frn �,NmW IPpr elan 3' ad NMI b plored acad:p Ice s«tim o2Ni, d urxe 'rrdb,.. r1Me10LE5, UTCH pA51N5 AND O(HER-FITENMKES. Wlrs Micded - tH pole, w aPNalr Moll truth Ptl Mbll mWole rraich owl LH rrwkmrde d 5•clim OStal d tlsae Sp«ifaatia.,s. TH CaUpcb el,al ales fumlM and Mod ..<_n Duran, wrr< MiralW m w Plop, .-N msl w regrirwrta d 5«lion 01102 d tnsW < cifkdian. NI rw,ne4 P catch brr Nyeeravrp. rasa ad r„i+rdlsww rMd .I.JI b fumi.IW ed Mld4d ' w 5«Uan Ofi50 d Ur St.cifietbw. NEA 1W 5. TIN, Crnbabr Nwll ra+bpcl piW Hadwab a try Lerdbw III anw y .y rrdlh lH law rode ad da,rrab,a NY+er m tH Cct R1}amps r W troy cmromllarMrM by w E purr 1Nadwal. Mall b< e r p«ill-FY dcaq� d Detroit cmtM, xd mold r,d a«twv P NMI b a ravels , W Mo w lmera 17rm,:,p.. a vcr<l< m pr 5«Um o330o a tiros sPairitdMw DE IrRtK I-LIDDEI M Ttn work :c rrs b N< a Ndle wok torsos by u,dr. a pipry sd +wcwr« ad pptectry tl,�wak lien dm,se TH Canlratar +r,al a M «Pis.. rmww by Pmp:p, trrwp, Wilke r rims, - dM uark+ nece++aY b ii- wshee ad ahr araalien -1- Y c a unto +desk 01 de+ - Nry - aM I— fautlahma rs .4r. ball ,urkw�r« a raaw, la a M HKn arty wry sure melHe. m me,� b by tH Ery:w. Ir�Cmtratar NMI a wirer pump tro harry w vet +babnx will H Wilt :,war n EAradion ad IrrcH. wu b a<aratmre whra r,a«a-Y by w< d +ua sett., pW ,Mrtr ' r br Y« a wen a�amiti-el etµ. w rp,irpe b w meerd-an ar a Ha of c1.P, ravel a troll I(a well goat +with ie used fa daaalrry e,cwalim, well poata roll b +pane etl tr,rr b o depM b lrrapM1lr d<wdr w rowwcUm trot q:p,.,n b keep veld root K m <levothm tau ewph w tbl ro alrvc w W b bwlt This C �dat MM -vest T- Cmlrxrb +HI K daarWr r Hry mwt nil :ek T +WeG..p + m Pw:�de o]eawl< aa:wd abvplunl to event d.+lubvrce �d tH pubic. OFiYa IrIOfeC NCWDEDTH CaV«tr NMI (s+kan, Mta1 rd t..t tll ear r.ro:w ad apP,Ktersae « a,dirdad n w Cs,bat Reua,pe Pd Spr:(irdbw. PIATERIAl- Pipx (r NI ar+trla,ea NMI b dots a k- lH tracb,sea tiro exipMed m t low. TH mnar Al. -le tnka,x+ppP� Noll b tH Makrrx Cbe Owiantee - tH Plr,a. dank k- II b cmbi(um11v n mane vd NMI rrdorm low d PAr°isl sladra A21.s1, (AWkU C151) ad 5btlrd II II (AWWAr CIII), Ruarr G-t JenL fr Curt km Pd OucU4 M P.pearre Pipe vmN ad ANSI Sbdrd A21.10 (AOt Gp) Grry-Fn ll DucUN Irvr Fitt se Mc� rmlUtargn tl Mh a k'Mtr ad 011rer Lipid+. ANPLIPL p,.d hN ra ioq b A�i xedrd 1.1 (s C10A), "scaldlinmt-rbrto fP Ductile PiW ry Inn PiW ad Ft ••g+ Ir Wolf. pW eta. 3L' b W'. II joa,ta, - b w It— tr «vet r- jiii . wl:c1P, Hdl b n,.rr,e:rd ia:t, nlar ,we drrwi« m w i N t D ,,Ii m a --. boon a1,o11 less bdv llacbrs+ N tads a c.<vtlus rafon,ry b x abn m tH Cwsrnct Div.,- Eah 0. Mwll III. lF Pen-m pas Nall rerfwm W 5«tgrr+ II-2 U+"a„gn II-s yens IlM it • cWP a tll dit ,P Aeb-'+ Pd Mall i'--- d AN• A21.11. m ryadat milli Cods. a..aipa. jea,W Moll b TH laarad r tv d w p +,< ma aloha vv b rotin.aua. Frhm nit. i b lad MLR, w SWte lH I it Nall an b M[a1,d kr acordara wiM ream+noted all phyla tlte.pt tH a« a tits brva wma oh . arr.rmt Nplwrry DsreTr,t a cif p«. Ws+T . H M«Gad roMrcbvity d w pp<b. acm+ MI a Ater. Pd -- Fit- All tiuip AN51 Sbdrd A21.10 ad 1 -7 tr.rpn Iles ice+ Noll b n,oNtaarsd a with rwdatbn fdtsp NMI b rr 11- 1 M-1 w w a radclr, alrrw. H raaPlapa NMI pvn+rn b�ir,«,1an m tH pWIM a ata.ed tyre ,r:thsvl arapaary " ebcvad raductiwty. rlecbdW Pubill. datila Mm pW NMI .f IY Wrfap GIWa deNanled m w Nan, N still b MIaIW whys pacified m tH pbn. f1rMlical p.t I. ism pW NMI cafartn b LH SpaifiraH« fa taUl< Irm pt., aupt !r fittry+ wl,icn MMI b m«h-ird ' ' wtn body tl,iWrsw ad rdiw d curvaUrrs uYenr:rp W AN^ AS.10 �lnrehmird jea,ta rotten Null be n surd witF Swtow II-2 tl.,o„ph II-i d MY A21.11. Nl NW ad I'l-W NMI b rn ti,,pd W U.S. Pipe ,aW Fae,try, fs., Gkw r - wow( ayal. INSPECTION AND TESTING OF MATERIALS All vet Irn pip• Pd fittaw Null b tW etl t<+lW a, «cadvu ,riM w mvwraW<r'+ aprifsreliew ad tH aar.,r,Grwe AWWA < cifkdbw. TINY Certralo NMI fanM fr cppruva, trwadim rrPn pW mewraGtr trM al let. trove s.n prra.,w wM +d+(atory rawH. PiW al,M rot b MbIW willwt w Epkw,�a vestal. HANDLING• Pi fittow otl occes+are eHll b rosfN IvtlW b otprl evnoge Prix b w do ei d � --� d LH prpl«t rove! nY t tH Ca,Vatr +tin «Noe aw NW r +cry faurN b b 4r«Uw a ary lime, Mlwry aIr it b bee, Mfutbd, a b tH Over. TH ILLA .ttw II"il i+ mitt e w r«l lrM u. «°rnie wp d w Pt. at. rntl< Pd p«ia ae +lvd b Id it b,elry. All ul Nell b des u,iM a n,«hM Iwi,p ultra a Fn«� pdptM w ceps m dlrwi« wwW. All roll rd+ NMI b aW (a b Poxhble ate+ real ry uttry. MI PP Nwaap crake a 11 be «j«ttl. If vale is F w phW, tH Calmly nny, a hi: opts Ptl Nritn w append d tH E,pirwr, w of w lid pa•tian d e pest tl teat Irrr<Iw MHa froth w rbhble Im d lH a4 d roe w hoed prom d w PW. MWLIati- me Null b k.pt ties, -10 w W« a ecreNare by tH Gar. LAYING PPE: PiW -II b rod rgon a vrrn bttan ed bd W x Mime: I w Ce,bil 6awirg+ x .p. f,-, it the a« Ern eves H bd l 4 Iro od rode Pd x hid « b Ism a tight j«,t w:lh ro,l dprop pro- All 1 tirws w byip i+ rot «Wally n ro w as w p +I,dl b c o.tl ryM�rr warrnpM lop. e�by dHr sPavwe ro i. woad. ill w .Hu rot H rmarw -tit al aratr mar dbwtlr mt� p M pa.+.d.l Dreuape. A,y --tuna p i,, anal H wAlvr w I-L. +p.cili.d by w w trot ro - will b i;rI' e - tH -1-t. (II - ip I meslaWr'+ p«ifirethm. Mira. tbt o W east+ ae trot H rarW. w Cmlrata NMI -1 raU'rirdim a cwnpliece). R Micol.ed m LH C lz+halls be mH raiPorad br - frets bra a rotmu+ wHra lH w a dirfrrrt trees a a,w r.w,rn aa:rro. tH ALL �w Irrsa. •tadrA +H11 b n radarne,ce w,th -Y sp.reble Slate vd W walkry m a e,a.4ry a,r pt.. dtr then r ill m nnil b ro-i i, nr i junta, n glary v b2 ll nalerwl will permitted rM p We r< bakrnad m .pmarliird m o � nor 12 iwH.. PIPE BEDDING .MID CACKFILL. Pipe bad 1 - -IM /a all wotc M+ - m ryicaad in 5«Lim W-i Pit. - b loid m a p«Pared bed lef A• A( Cabal P'wi,q, NMI tMn be placed oN rwnpacl<d to ,red wPouw .,ta arc w own n fror�� ,< PaWa< Pvc a« (cm1rlM). Ba4(hll wtn e,revoted rr,atw:a rmt,P 1. pinopb na ism filbd and Nr b burr e. Ibd. M will Ee amplM if lH hm 3' roll tHn b Need vb 'ra^,Pacbd in L' itt+ b 2A' pi, - leaps H vea4r tM tl,ol delrna«d ry tH Ienwb:la,m Wire We-wrfae, 'n-Place• rodi=Id- wrr,M redwad beddry r [H <fiwt, tH Fryk,<r Nnn make o yield determird wrrthr tH baddip 133, 100 yew ra b red:rced ALL �MM vas iz t" f, edt to tH 022K fr e'g ad •'g wl up fron L1M„ue beddry Y~e L tlkwabH Naage n m Ian n rca tH I t airp Null a.n,e Our clad Oan H mm diPrrtrha tH p Ise, atl P n�H lest FIELD TESTING: Eauµ m arrwi« din«tad, a pW Law NMI b seated. P Pesaure n prod+ - +pre rch page' nx b W e - bedded n raven od mr "IP-I eery +HII b tetaa <d,p,ld my a«Lima PW NIL lH I.a,r'get taK lH CP,Icaea Mdl do ewyt a Fled ppnlvrp. blade otl -1r r «plat H de(«live pt., (ttrya r junta ro TH Cmtracla .till (urr+l, all papea, retry Plug, rep ad al err rrereaary pr`ae b tH Oay. piLt. vb labor Mp�or.,, IcokapcnNurd stone let+ :wn a -� eM Il fr wy ram- tMw d Mtr tH (a t Cw+Iractto tn. Eecnved K ar,. lHoertl (sees bs Eparr Mau apory PatlPe, tasJdad. A d Ice t , NMI b -LIL l t<Nrp NMI+b r r 'b1< (r UpMnx+ d w - tH above r " anm lad 'r tH Pree�ere d w D'a p NFECTMNe CrrlriMbl a tH root -troy NMI b rodaled - atr t TH Canlcmtar .HII rrrdc w net<aery provi- W is w p Ha w nip. Ped '^ei^ Im bsm aiNabrdy tmW ed fWar,st arN a chi- Nran broWaird w ours NI air PM anal Plug - atr -tiliI lH ter. ,ii,- r d<Irmiwd by tH EparP. blawd(+ breed N Wph Pink rmy b trod (a sir r.I- it liw d to if VALVES: All wive+ fr farcr.aaw MMI meet w rgrirrrrnla a Sr[kn 151- wa'a'1 by tH Epi,er. _ PIPE NSULATION: a urrrp tits i+ nv,(lkrR rout (i a. l.+s trwr five vd is caHMratim d bran+ a SOL 1d rvnM aprdir,p�a 100 �N1 H 1r°I! fact) 6.c b +wwpm< etc No1beM Iatad. Tb :,wldim aMl b d ' k, w Irr tH lowest <1<vaim a LwNa« MMI b eefnw m aUvdee pAwty..r od nm,n t d 2 R oro .Iral b M INd yoR a Hl moat b wWl' led Ion tH n " l ce4t, ire wU lH me,u! U,rs's d,rwc ,aw. TH +htll b xyYaan 5n N NMI m«t tH canprsww slrerplM1 fey a ASTTt DIL21 ILLun writ pie urrwt�d if tH I.d,ape i+ reotr him Unt deli rrdr,:d by tH +l,al b m mmvfabne0 by Door Clrnrwl Cwnpary, nJlad, nicWp- fPmaltald 133, 2r70 tlbuobl< bbwc n gabs Wr Huy, 5 i. w Irpl. a piW Dry te+tatl, D+» w -- eiP..ar d tH pt. n Mnx, ad P t. tH arrege sewn. W Pa•d. yr .wa< Mh +age. shares r a PIW roil . _H P. r�wk�e atoI des awrytrip "+ce+aaY b aN a W w bfatiw Pit. fttiga - jWta apm« t:. Vn 0"1- =.FEC -. Cnb'aMim a lH war reroir +HII b ro,dctd mIY after w ' n« br, aatiKatrilY Wted ed NuMrd atl a clan +Gan i+ dUi.,af m dMrrn. _, by w Egaw. TH Cadrzec NMI rrtraM Ml labr, eryiprrA, rMrM WI+ nere+ary b pro P,d apvalr,rre• :, er�aeate a:tn ArwA. sra.aad rr D+,K«try Weser rtair,a fi51 less m TM c-W+rorr+ !ed mellod Nall b dfanned P,d•r w wprpia:m at[H 6gawr. H divK«lb, Pocw MMI b ared eueaable rdr dV <anplw a tray lrm, w hushed dLIPLI tee main el,rrr ro wi0ar d bcwiaepad rr<Pnirrdim timed m Wvlth 0.pPbtrrt YNap r txt.p W awl WPau.e Im. VALVES. AIL varwe fa „MPl.,ee Mall rrwt tH rea,hrrv,r,te a Sacbm ISIIM. HTDR,WTS• All .ytrrrta Nwll mM w rasirrort+ a 5atb, 15109. PIPE INSULATION. In e's+ udrr< [hie b awurficirt cave (stet kw tlm five ad w Hlf it t due b wry pax, etc. a Miwled m tH -1 D-awape, tll t.,I�ittiry+�+Ira�b�: IaW. TH MUIdM, NMI�1�arVudee paydyrrw a 2 MM ed MMI b NrrR cavwlimm wiM w rnaM«u.r'a din«tvw. TH Houton- NMI b xrraan Sn, ad WI owl w «w + th reryarrr,ta a ASTn d121-73 me MM1 b e aryl«h<. by Pour c rut P-Y, nhd 1 niclnn. RECQNECTIDN OF 5ERV10E5. ALI ante W tH «sat Iudr own Moll b recwr,«� W tH � own th -W d ea.d +: e, andoHll b Pwidad wiM a vyrtl slap r m gwlkds. « Mrded n tH Canbact RP - od Spcifhrdio Ill I I •PaY .-ri CnkrNe (PVC) P1 k Pita (SDit-PR)' w Los- 1 Slodad lNl-R-2-YI, ed AWWA Stmdrd C- TH pt. NMI b mawfaturN iron Ckw 12ASA-A r 12 -B corpauda, with a Mtro-sbtic Mgr Pd burl+ iI � flyd'an All Nifb ma II -I WM wtsite A!rnatra aqM to tlox IF daUY am pt.. N reupla,ge NMI b w wJ,-m lit. u.ip elubrrric grket• «wN h joaA+ a Al p,a relw wWcn Moll b m«n-iW jest+. JoiN Null m..t w Pr r..rra ra,nm,.,l..p«ai.d :. Asrn v5155. NSPECTION AND TESTING OF MTERIAL5: All PVC PIW and fittirpa MMI b W and UatM W day with tH mrofaUKr'+ epcifirdivo ad tH arm.naiPrd AwWA < ecifiwtiew. TH Cmlcatr +rMl hmlM fa pprwa. wGd«rdin f --cafes ttalro� Data tnwl apPovel testy' �pPgs Moll b l 1d wi w Egaur: uM1pLING. TH Cotrata Noll b «w,N41e rP al mariol fumiMwd ry tin , HII lac d W+ a al h macM trod dvrrpl a defa4w it rr,PofaWn. lk+ Mall Mluds tH fa,dMry a all mach ad that rpaitl fa �rplam.mi d Mldl.e motrM di«orr.a Plr e w r.M «rwlara a H CPMoctr +ball b '04 rP w +ale NPrpe a -aerial I<,UI it b bar ,crpadee :, w ronplel.e -j«t. All pi� �t ii ii-I b cleave a a1 fPeia, matt vd -I. b a kept I- util w W.r of «ceptore M live OPr. ro Pd re(a and w Itid e a belt joist w pip Nt. A�Mt,I,I , d PiW shell b drw i. rcrdvice wtF lrrtl-B�S-"n. d At .1 - wM Piw Iryirp I. rot a 11Y n Poro, t apm ii- a lH Plp< anal b cbaed by IrnparrY wartpM plugs r by err iiP-1 male. If ,talc TIv. -1 b a mna<+m d Pw Isl-hie acl,a+ d cewr - tll p+� ad -tees. TH WI b Mtalrl F lrrr� ad a IM ed Pate m w Caaxt Grouse.. Airy def4c4m ja . MMI b w M w IMiti, peci(iId by mawlaia ALL ppry adHWp+trv,c� raYwclad b -.A, d MMI b 4d4d w no .Irvin will inaaetl w -i (NVH giPnmt w (star: cep«ificdbn Micate lug pt. loaf. r b. maimrad, w CmUpcla NMI -it urllfiwtim a wnpliere). It,nl Lre awtdb m tll pp.c Ise, me Oaf � lectp�ai if �a meet Cas++holl Ili ld,m rrn< na acc.t< wl iM w+, jei,t+ r Wlt+. Tire rawaW aw a tltual Dab re Mica4d n [H CmUect pourye a NMI b m approved by lH frparc. a Mlrex wM< w rw a dilfrrt tyt.+ a PiW reainx Jeinip, w CaNatar Melt funiM ma Mttll al rwa+aev adWtr+. rc.:up +delY +toots+ NMI H n rodamrre ,dM Pry pplicd4 Stile Ptl r 1--N PIPE BEOOING AND -ILL. t. bWery v 1 1-fill fa 01 racmwim NMI b a Minded W Seto- 012f3, ro alit. b laid m a I-- h.e a L• d sad a rawly p -e m:Im ra POPr alia..rmt -e y.a<. se,e a ape Uaeei,p. a Mical.ee m lH labat R,rua,p+, w H placed a conpectad b L' ebo.< w a,.<, d w P unWMp Ness leer lh- 3' NMI this b place N ar,Pac n L' Lift b 2A' ever w pi;. v rob-rnfae, i,-Na< codiliww IuateM1 rrdreed rep r crnpal,w eIF w EILL r Moll n,ok< a field delrm:wem W W FIELD resTlNc: Eu .me«µ m anrpri« air«led, III 1Ma a It b LL m Pipdm W a bossed n cwsrei MMI be t< led W Hrknllp H N«ry d ro„raa od -v <Ia+<d PPng HII b< txtd Pricier W (i<Id tn. Ea wve++atbrra I aIrr-H„aad fro-pW K11 b tad. A roam r.wirtl fa P L No11 cu,drelW n lH Pearce a H Epi,.r. TH Cabo a� ad FHIIwpH t,, KtH d tH lapin P*M bowoftl IaotdLI to r.wy oeN (a Pr rdeme +, I. N Im if br t Eroara. vista WORK INCLUDED TH Conlr«tar eldl (,r,d+h vd -1 al Pipes, Rttir- Pd otr,r n,aa:a. rorae.rY fa w Mulwm a twist .papa, rPW : �, ed al aWtr+P't carwbpctan «total tlreb a,rl,rdaq rhatrya, artvic< can,ec ' tlt,at Hrew srtlH urk +� stones WdaWe w Cm1/t- mpuaw W ry �aNn. aw rcb .didatry TYPES OF PIPE: Type d pW .-N NMI b uW fr w w,ow pa-b d wok cep W ralPa.-. e) Gaily Sarre al,al b PVC veld ,r.o11 pW mesta,p ASTn Sp«irud:ww D3031 a F479 a m aPPrww! Wes. PVC SERER Fil- PVC wr pW NMI cadwm V, al respect. b tH 4<eat reuses- d ASTr1 51rci(iwtim O , a F11. TV Pan POlyvaryl Cn1riM ( ) Sur RP and F - - Pt. thkkrrea d tll PV pt. +boll met srrr, ion fr puts n and ritti„g. rMl r < I mrf:ad noes?� Pr'a Rmre sd T,-. Su n� w rie'awtdr 12nAc we Lwrd 'Type PSn SqE 55 PVC Sour Pqi r 'PS AI PVC Sewn Pip• De«vwelan wpm vmA a FL79 Joade Mall b Mh-m type uary ebbtvk pmk<I<, aN +IMI roMPm b ASTn D3212. TH pa4st+ NMI b fabry MWbd. T. +HII b hew+M1ed n rvnawl 13 IoA bgtH. Suf(kiml rvnbrs a aloft PM tNIL cw<rcm 1 hill. conrcUwnrow Irq,M Gs u+e K may aturW fill' < y+• npa: field fariwt.e, ..eel it. aercl,rw all rot b mwrer.e auNab4. Ary pi- r Rttry Hvry a Pak, ram ld«t, r -N Iw r«e:.ed a +curve beau MMI b m,rlW «jetted Pd rm,avM a or,te frm, w +irk Nte. NI Fielwu re b b n,od< d W t� uer1M TH ra to +roll bawl tut a,d W [H air aq fa�ley Hvel, rrrow I nlcrr Wry+, nwwe N Plau a Ivnirp mrklmotH pP W. a+ernblry, tl TH pips MIdW edr tN+ apeci(ird:m Mall b<wtdbt w tnd w akU'tl tefl«Gan, rr,ewb W d.rribd bebw: MMI b lees lies 5[. arNcl:m tm[a Non b prfenW m dl Naibb pt. dter tH li,ol bakfill Iw beer n pba f- a lot i0 ley+. H dell«Lim trot NMI b M oei,g a rpN maMsl ry a oarolr pill W 'Fvi d es Mice dbnetr a L pt.. a eevicx Noll b ved 6rrry lH dell«Lim NI p red ..,..cry w des/l«lb, trot NMI b «-«rotated ad rp1 ed tl lH Gmlmctd+ TH rv,aew4 war +lay glrM:at ad NaaJo -1 1: aw Y'^vet b WProvee by w Epaar Pkr b w Mbllalia, a aN pP TH radrarla w wbmit ra-tiriwlim vet w mNriel. d tanbaeim Hw b.rr .enN.d, tetad, �:,p«I.a ed nr..t aI w r.p Mlaeip rwn Nisi -I W - with Asm v3oiA a Asrly FL7R Ice a�p. ad r try. e H Ml,rded n Pei« a.rk. Pv< pips a1M1 rot b ar+ldled rote Ili trrwral,rrs tro blar,r 51F r Om rdros IOPf. Durk, veld weals. LH r-til:tY ad it a reN+tore a PVC pW n «drr.d. Eebo roe i+ r.a,ird when hP,dlry PVC pW dory roes ureatrrar. LAYING PIPE, PiW +HII b lad o Etc. balwn Pd bee ed m Mirdee H C-vat Ail tiavW pit Der „a Ezan rl- MI P4. bA 1, iI PIA I� m rem . tpM )a:,t mp.rry e,d w ro ratsww.. Hner< w Nan «sM eyries roeact., T-b-oelw - 4 M Toll w Mfa140 n w aeur moil. Fk,lbb pi, g'+kde re ..wired a pr UY+ e«tim. H �[kry m r urark<,p orr o(t: t ere bN �« Irrray lib Hsu rep jeata, k Nary vaelw ad d.Ftl , brkfill pr..,illee min p10 e. ti¢ « +pa:ri.e e . e.pM d 12 Dory Ite.Mrpt L pi' law Nall b PtlacW free mWra d -N a air mar:. M Cb� ads d -- Pd Pipes wiry ronpl<lad -1 be watl ruiVr ati, r by ALF." sal aMl b srrtr, Iwo v h r,a+'i- b mak�ranacieyap Pro. tH FROST PIrOTECTION FQ2 •J1r.+.LLRr SEWERS: Scrota with lee tr- 5-1Y2 {vet d wr Ip rraa, r urr,ere adlrolee m w N NMI b - Lh apace+ fr«try t,,, e' td, m,F d 2• tAck xrr 1, n Sn lary Nwta with o u,hdth d 5 w pW diPr� Wch svr is rePla. H ifs � G' a ,IF Ms Ppun a Ur aIr rervwac a w G' lift w soon Ha hem ,.wa<. CPe Moll b erciwe by w Cr,balar curry bak(i11 a,e anpatim orr tH atyraan FIYda b P«vent YILIth b w N if xy.prearr Sn Nw<W aHll meet w (onP<xiw NII L t, r,HNirr.renta a iS p621 ad +HII be m mowfaWrW ry Owr Ehsnica (arpmY, nidlad Ni LEAKAGE TESTS AND ALI OWAIKEs FOR GRAVITY 5 ER5: ravrty ll b u+ad b emulae n(iltraim a « idbdimE ae M Aruptoc< d lH wwr +1,e11 dw.tl uPm tH aaUNatay prf Laca+�w .rd d Jde xur +Wb+ +HII H blupprd r N<ke:e.�rW., laNe at<mde, «r,ne rmtm.d i Htod tH Such r Noll be rwdly rr,wum otl try cif rnowl al,al Proses a pint "idle fa n.okry a fl«be jointed Ilelra to t t liPli fa a++ptoca, tH pW � d b Lis sty bywp L 11I tit, e ppe,Pwfull ao:pe grwpae. Noll b reap-aib'IiIY d CatcMb 1�,.,..,ae r aarup w .aa.p pt. HWl dim w b tetm�dn - -r A< IMI b Navel ,d b tH pupped 'L Ili . w0 rpo pr <ch P<oIr tM w aw',gr ba�aa<s d -v sad au>nrpe t At Wes m' WI1 b agorae (r lr.p.Mu< aldaliP4wn biota Paeasp hntlr. TH Irc +hNl b mn:eerW a«ptable, wM IeatW d S rpP<da pr ogre rc �aar lhn H vetoes bck Peapne a -Y it, ta�a mry -I - t pW, if: (I) tH lob roe a oir Ives irvnrom led its mrYr4lu s1 �nw a«t��i<Nr'trvc4rw da< acaad 20 obit F«t pr (2) Iaal don rot bx yr n:Mnwn Tet Tana fr Varare Pipe Sh ± . 2 21 3.0 0.3 2A L 0.7 27 .2 D 1.2 0 t5 53 5 12 I e 5G 2.1 A2 IE 2.1 A2 .5 1( tH pt. Mblbtim ftlb b mod tHr rrpyka.,mt+, tH CaN«V MMI detrmM a red Na,epe, ad MM1 rgror (if w ant rdMtyW r.pdr. vape+.d by w cmbab apvT rpa tFli ii to tH E.p:wr) r rPobce tll der«bw nalciia a urorlo.rMap. TH re.gdee pipes Mlablhm NMI rnsel lH reerirrnmY d thi+ toot Delve Dry cenidred aupldl._ Sum thi. I.N do rot dstam,ro Ili tiONL-II a n,adwl«, N.y a 11 b tettl W, I u tan pr day Pr vr44d real b epbr. TH mmlr4 NMI b fined I. a Pa:,t rod awes w l:aw.l jaid Dive.- n,ad,ea .« n Pe NO �wd war, tn.. NMI be « a.rw I.akagt sr. t.rltrd�er. d -ethic MMI des b vreidrd wNMle va•p w faLaary widelarx�tTH lest +I,o11 I br dt i eavrbLY d w men It me,lde b t"t. w.wttkn .HII H fa,ia<. Ii w Mhnb. LoraM ,terry. allrewl H u:I.e m pM1lm w atrrol claret.. All Ott Hoe NMI b plopped with -arty, x apParwt ry ,I Fearer. TH sea beldam mo,lole +«lion +ball b sprewd-fi- Daib< mmtic ASTn C923. TILL ldm nrv<,ele NMI retry rled,el<e wlacn nev< boa, bakfdlee NMI b r w moewH +HII teW !o isotope by�mawed as Irrdrwtdie tx :.d Nw+ NMI be�slpaalYntli�acad w vet .rove.,- vecu,rrn a H va„aryn Wla:�+be from " H • Tr,�rw,Hale +HII Pao [�m1mt i( t bU..em O hip a,e •Y W fa let two m bl~b.r, tet.Na:rAt wckeN wrN tw �werk Pa ww+e by Ergi'er. u,re xiNry Mwrrr+ .test +e.pve NML b a.,.a.e e w r� .war.. 4EANING OF PIPELNE3 MID APFVRTENANCES: Liranpdim a coroWctim, aL oat and a.r tosses, mticiol NMI b rr.,ewd itch pt. I:e and tH apPn+rr,t ranbpnim. hip mtla;a. NMI b all a, w Pt. love m anew v<w.trn MMI b raa4vcW a 4 r,c PW -a+e arsr,ulW Mad m tH Now, Pt+ n,oee m r ly l fa +eu,v ar tWe Ificatien. Carr rda a NMI b aeaed W PavmdPvwpa ma InlrvNm a frsia, m Ktr A6e~a Hokup b w Widryw ra.ridml with fur n,o:n ,LiwMIYw< W<wdr«lo PwiM a +tM1< tr•mrY mrkr�WP-owd by w Er,p:,ev, 2' • rlI-? PVC Pt., free lH irrt s W N PeI.Wry ro mere lM I• Mew F 'Mid g'n++ od ..tl.d rrurrely a,lo w Lit, fr .«< W r.laary w .d a .tar .trim w.rdr, re heaka,g cep w Wildkrp wr. �H cw recw.rc�ri- d eehNryar hie, wch rratrction w II w mde m y d w aver He bar o.Iae, feted me «capted.' 02G20 Tin wok +HII rorN a tH rawWrtwn r rexttry a Hrb ad w ror+bwUor lH glen r a rdrpd by tH E•,ga,+r. w NMI b b Ili ra,iW epth sb lH bW< mac which w b be «l doll b renwacled W a lam, errr carless. II soft vd rnwTdle marnl +rrtll b -,owe od reN,red wlF callable malrwl wWCM1 +1MI b thrapreY ranpacted. Crebl Mdl b camV«W d 3, 50a phi. rote 1 overt Nall a,fem b 5«Uan 03300, Cmt-W-Pbr (arw<Y. Appra,ae fI, mwbpctr, Hametd. Wr hit r rutted m rgiee, rr a t tyre will ti ro iMc`rrve b tH x t're, of rpe< e i t r,t. All loon .HIL .clod la w nik depth a w curb ed +HII b - 11 a- mi wfficirrtly w tHt ro bfl«li- frv, sip<rv,t P PrW will sun l"ri'p tH Nary d w -- ALL curb to b awtalee - a raeiw d too 1vd-<d !st r la Jell b reined vd .a w race d roe i. rawtrra.d b, W w radiw :,threw m tH Co Irzttlxpuip< mla< dMu:« sprowd by w Egkwr. Gxbap to H Mtpnea e� ir. tar v,- Iwo hud..e r.N b r ad rent r, .bapht ..rD brry a Irpen a Im r«t -toes. o�i 'r,.,r„iw rite er w Ep:r.a. epatim d octets plant i, w fem+ MMl b by ,.,fit ry a err apprarrd acme MMI b Y n Nar (a 2A r,errr. P it w cmv<4 w Ina tM ra b ra.rarwd withprt a,jwy to lH rurbirV. Ipm carfiirad w fw.ro, w eepa+W Hrreip j IL elrNl b giro, a rv1 G'rbirp Moll b aswcW n testier+ r,avry a uw(erm 1rrLi. a lm !«t, mlm+ H.uri« wdrd. 5ectb,+ +IrNI H +stoat br oar, 1dnW I. i«n wise eaupt d «pPsm jade. E,p-+Im join/A +HII b limed vrp a PerwnrW apmNm lI fit Inrirp« Uaoewx a .rh TH MMl br� WCW 20 Ib . m tat ry fpiwr. w1v, rob y WcW as rands parvr,l, apmNe, jeM+ NMI b lecaad appwrta r d apv,rm leWte m w Pvrr,nt. MTrrodiaelY user aroldim a [H r„bbap, [H cr<bap MMI b moatmed ad Het Ir T drys a Ili pwery ".I- I Ica -v by asap a liryid mrntrpr-fomirp rtr,po<d. r.r<llred ad deWib a cake Mall b wbjacl b [H Wawal d Ili E.pMr. MIr w rave b Wl w1(abtly, t x is frml sd Desk d es r.ne II b titles b w rpyaed <IcraiP, w . 4ryera a rot more Um L MM a w nYs -attest a w bNd.,p ao tr,orarphlY cwnpatW. G N ad S.ary C."p-I: UPm plaranrd. a lH ravNe tH C-Vabr aHll twvale Prrry ad xairp -p,P ,d. TH vnpo,M <HII b CERTI-VEX AC 11315 m mawFatura0 by Vam Chr.,iul+, M. -1. ASTTI C-1315 Ty, I, Clms A rasp ea +-lap canPwr,d a,- chat-t, p TH cm,Wad +HII b qq pr maw(atP� a apeci(irdhrn. r OK30 IdOfiK INCLUDED. TH Cmtralar +tall b reapanible fa ro,+lrvc a rcpor d al rsu iary PPtIPd Crrr,l ravels, b'Ili, - a roc r raw u,a ka a dour n tH Cabal 17na•i'a+ r W dr«tad ry lH Erpasc. itlR ^' C(]rC T HATER ALS Gavel Ice u,ogr b« atoll b tH thakrssa m +Hr- m tH ra„cat Reuses and +HII rafar.n W tH falaury r :m Prrerta« ELW t figgtlg Pmarn a flealr 5,evea FINE 2' IOOE 1- 14 Sot - I[p � H. 200 LS TH armt E urea d vu+Hd au<I - b rot mare Um AO I,,-, laatad oavd-u w MSHTO T a .- 1131. At H 3D Wrrat, ry wpM, N LH mach r trm w H. A New Noll Ca,rnte NMI b 5, 500 phi +VrpM. CONSTRIKTW. EtrawUm .rMI b r.,oe. W tH :ro dean and ado b ellau glary d boy macia ma MWlblim vb ba-ry d fem wrk. erro �b - b tH degth� +ae Noes„ m H Can �t rya. atWr.r t I yr wda�<• I �d erycltdedn, 4', roll b Nand N led Mividnnv. tarp a w Ornl mry M nre++eY b door pleads crnpati-. rm+ NMI b metal ursal N NMI aW lH full d�h a H b Ievet mwrnrt_ abayhl r roped m rayaW N II b a(sWa<IY tr»ce0 Cerrete NMI b NaN Auer LH ra,patad prowl ba« +HII b lroapl,ly ruoaced b ,�or ,ehea PW al,oll b Ilml<d mwth. Aflr adtal -1, tH edge+ roll d.d W a DA• r.dw and ell .rfa< NMI b brash r :l,ed ores.. w wiµh d lH uolk. fipm+in joint. +HII b Naud evey 2O od m ara•t b al t-A' e+ n m madnY frvsa r voles bees. P«lwmH 'ens filly, 1YA' slack, Ndl b of W tH apoim ja:t+. Evey 5' blwn apawb, jeMa, d:<^^Yl )carte eHll is rcW wiU a jentirq belt Tlw« vaaaaa NMI wide ar I/5 H asln a tH old. Nr,re w park w pej .rt b a<Oarp, «Nall betlad felt MMI b pl ad b<bumn lH cu.b ad alcadk. TH wok NMI b ured by Plrr,rM1 a Pi riM ear W vfae a by at.urdi- d m 'iVovad crap canpaed Oura'g lH c'Kip P-' bar'radea may b nM b p« . MY da�Vge Yr�<rN +HII b rspoi+d d w rerw�Ia: «p.w. �� Ahr tH whit Iw Psrtr coed, wsaes+ n -N ads a tH walk -1 b bakRlltl, cm'paW ad rad:d. onk•a me story re.pa„d�Iyn Pleanrt a w w Cmaala r,an IY a rov<le wig atl ire ronpoa. TH ranpwrd NMI b< CERTI-VE% AC 1315 m mrWa ILLA ry VI CHmiwl+, rlWta ASTn C-1315 TYW 1, CIWa A rrylic curvets c+nir,g ed «airy ae.,po,•d «n-MlowirY N9 r<+iNOM1, plwa. TH ro.ga,d NMI b rwlwd o< mw(alrtr'a psci(kdiew. e1TI,n rives rar.RETE WALKS pMTERIKS Gavel burs -i b m p I,- carer -I- Crrrml ra,vaU walks me aHn b m Moan m w ra,Irat Daaaw. 6u,niror+ cerr.0 MMI b T W +noun m w C-bal Revery. Pd m apa:fhee n 5«rim d1f50 d Ups sail br. -TRUCTIpr: [,cewtie, ad locrawnt d burs WII curry- b tH rW 4 ✓,dr Partied Cmr,l rorrela IuaN+. Wade v<r Ii fem+ wen W 2eA'+ a aM witable dwiu+ aHIL b need ly bd m p- re u+M b pbu w bitv.,:,au+ cavel<. TYr+e +rraL b wunelY -cbtl nro.rpatim dd wNk.N p< des,. a`sdp 5«t O.w tl,o w«�(iwlia+. FIATEW 1- yawl +MI b m suited urdc PartlPd Crrr,t ravaU ,odb ,.d 1or des m tM -1 Rwapa. A I-1/Y LHk wrfou I a + <M1it. Crp�, +l,Nl b e9� m tH lop oH. 2 Poore, m Pad ad by F.H''t amb Cp(STRUCTIW, Escawla. me burs Nerrt +boll b W -fhad u,dr Po'llad Crrr,l rm-de ,uo1H. A V lM burs Poval tim hem p1 , ltl Pd re(.a, lH 5r-Pack Nonrb p'e^d, r•mtrre N ranpatad u fem a bd, lkry carfare. TH rniNW arau cedi[im will H wbject b apPwd by w Eparr. :4. �y-'�•.'ill j4 v:H Ra 7201 ZONAL �' as RECEIVED SEP 2 4 2007 City of So. Burlington 02GL9 YIORK INCLUDED. T_ u.ar4 Nall cev»t d fwniarvp aN pbcip x r mare wxa N rpravpdParel, ntnM Pawl, r Mary Ptltl vvald alai aMruir r NrM m eprtl wrfcA, r a Ann ah<.e .p«irwGw ,. News m tH p rr r w w�.e�br tlna Eagiwr. Cdlr .dRlKTlplTH wbbase� �aMl brace ` .pv�tl wrfr� w ar.tlr boa r br a s no Ai w :y w Dmpip dr H w a a IM b prrSr;,W. /A aY Lill bapi,_" H r:q ia PI —I v+tl iI m lH la•d wbbma atl [M re.rplaSly rw.rrd fw.• lH Are wire it uws Iiaa depraiW, Store auTawtNn x<r drip tH pbcry d tH wbbwt, tH Cortrctr NMI b rgdrtl b rrrrve vd rrlwA aH rrotrM r mariwMe it wail arifwm Ptlry i+ aAai,d. if macNl beta„ —W, bre.r+ w "th tH a•bbwe, rewIUN :I aQ<.plmN radvtl, a m•ar. NMI b rr.rad rr raplcw w;tn ,.•,• wbbwM rMr:d. TH nrwl:.aen lift Ia.cbrew Fr al .wbw. nvlAr Ma » Ir. W�a G. (clod Bawl N ur .IabwM » e be Pw ,rrrr Ir, n aM1 b pl¢tl ad ranp¢W N Gorr r �bn. d Irk N ,fr ger..t.a a bn. al lair[+ NMI teaa.ee a I�% ' NV a¢F lift N rAWr maV:a1 N pIN it aH11 M trial_ to wm Ill by rol `:y wan m mPrrrrd wgdHra •et Is a Im. r by err me Haa wvrrwd by L. f 6pi..rrApaver Pdda- roll im. rK IA abla:I a Irve wrr¢A amp renp¢lu roles ILL-dap...Mir.r. wnr d.r'in tH rmlpactry .HII b riutl wlF rwn;wM wbbwM nw.;a, rrwo«Ae, old cwnF«W n .lave <rdwm:lY b lH IiwM Pab ad tic-wcl;ar awn m LH Cwarzl Pe..ip�v¢ �tMMI� ywfwmlY�itl � IH avbb«e meLrM+ t•r n tH r idaim. ,..t...ry u r.e:rlN.I IMr e.r lti wbbwM, w ref N tH wean NMI bs vrlrr,cW a . u.r. rH Hlr err r.»I.wtl:m MdI Irar Ihr mwwH ar.NAr«reia .,pll.lw.wr' dI I2vsN.ra I<o.SYa¢NaWMkaI rsIaNea.rHra .N, cam.p.wrGPbt¢iabawrIr.a A �NIM.r.awI.rprkm. atabSpiWsnr.ev. aiRwrf N tH arrdaeaiHtwo r:411rldF alw aI., .w N lH swat LH prole[, Nwldr+ re w rrrrrin prpwtl, wWwe da+iwnl�i ne,rM NMI b Nctl n tH Nlaver aw air rivl r+odSroy povwp Nrvd. 4vtalim RasiarrlS Sad fr r•bbwa Mall mva, Vr ralwip rq•kw.•rAa. Prcrtta0e by ItaMiSM fir•_ ao[ - Oox Na. a cox - 9OY Na. b 20x - .OR Np. 200 0[ - DY DrrMa oral e<Y.lr.e slew r•bbwe NMl mra u. rNlawry PasaGwr rap,ia.r.I.• ..�r.laR. I,r wM:vw Still _ Paa+wV 5-In' IODa ]• MR - IOOi 2' 'ISY - IOOR • - WR I/�• IS. No. A ISY No. ZOO OIL - GI Pbs n;W ,Growl fr wbbwa anal[ m,Na W fdbwry roy:ratta.b. Perar.taaa by v,A 5iakeJ2aRimmi® - - — ]' IODf I- n' aos - ODR Na. . OIL - (A[ Np. Gravl rr fir Grodry• N ribWa Null ova [H lNlaap raslir'ra•'. Prtrrloae by welyM m P��:... Tat�I s•--.� 5/A' IOOY In• Gat - W[ ro rot - vs[ t - TOi Ne. D 5OR Np. L 20R - A No. SO 5[ - 55. Na. w No. 100 5t - 20t Na_ 200 2t - NOR • v2 P 11,' w Nrvditl H F— N. HNtcwrW CaeWCUan c— a r 'Slay Pok' AprspoS !r pbrt mlatl Pml ar /rw Pdtl ward IF xaMl racial N <I.m, wr. o.•rr.e aler r m,dr.d P�I. TH arr'ry raanrad are.. w w.,.lr.d Pat+, ..w b prm;tW , apnrim a tH Epkvr, Ira marMa to b blrrtl av MO•al il prr w Anlpaibla. TH curd aVPaYaA frctirr droll b art. unfwmlY Wadad, ar wnrb:ret N welt vrapwliwr trol lH t+aullip PadaN^ N w Moon row. TH aaPMdaIA Mal b rmtmly rrr from die, deblrrwa rMrid ar F:Mcw u,lrith rs WaclydlY ,utl vd Mdl mat 1Iv falaaip .awi,e.eda• PERCFNT OF NEAR Nhr lH rmw wwaaala N rwnpwtl d riwrer Nos r wWd Pssl, tH Prva N u,v d aaPaPaM NMI b rot nve tH n wM WItl N aArdvr Mtn MSHTO TVG o Sm C151. Wirt aH apPpaa •. re•wtl d m,ahad rotF, eH pr�ra a we T w aawaaala .hdl b ,et mr. ahoy so urel�IwW rrreaYA r:,n —TO Tsi r Asm Fr«ta..d Few., Nle mnHd Pe.N i. wtl, a Its, so d tH marts rmr Ilrr IH Na. . ww Iron ran ab/a4 and, Iwo a IMwt w fret✓tl ice. THn aWr EL__ Pe.w NN mare for 5 vicar,. by —4., a w rMrM wv Ilya N+. M arMw from arh a kpN Nall tarw.a, d U:n rtl/r abp%«I pave.. 02G50 GENERAL All b Av.vs w pwip anal, rmf,am tH btaal Maim N lH Vrmwn Y<YS� Trmapstatien'a Sta+drd • c;(iAtiara (r taNratt•m. O1D20 kaRK NlCLUDED. TH fsrdr¢1ar Noll bM re+pvwible fr fool Nap. ardry, w wlmliM:p a trdtM vr+ wiu.r it <o.u:t I:.�it. t+ r w d:«WL-I by tH Winer. RMaba•vr Noll ur wnrrn T soya d lH tiros lH work N rmdY S rrA•w Iwa1. GRADING AND TOPSOILING ANO StIl K—AR NHrM r«Nird, ram S �i'�Fd MtF 1p ewe clwvW tee dNrn w 0. k:r. a rtr b.. brwp.l w wr a:barade pro apprat+d by H ErprMc, ,epee, NMI bM award S a dw,F d .•, dw glauves help nrtle it r.trrl. T N I alpll rot b hwltl .cv, OfuNv.vad our r a•MY, vd NMI t ' a Imr od (rid.la All lep.pil NMI k far Fvn +ubcil, P mta N abr•. Topwil NMI rw;r a rl;fwm gplirdim a F—liear, Iirle Pw +Mad, ar n h. Arty ntchvdcd apwation rrVY b uasd urHcdi will p1¢e lH Ikrralar, irGliar, aced aW makh > m cmlbiMMr d llsaM it d;r.tl tmtacl wM1h tH r,1 atl u,lrich maela lH wpratal a lH E4irer. FERTILIIATIPI. TH frtniar ally,, b a lt—d vmrrrtM Pads frld:w ad NMI vdwrn S IIrM SWwrrlrt+ N lH 51a1A Frt: Lau ar S tH Stoerds •a. d 0f APK..— chr.aN+. Dry rraniwr, if we frrrdW iI cla'n, aaaltl aW _'y Ia0eW bade rel MwtAtlry 100 pawrab _ — F'm.tatw rruc.r arM Dar rrG s NMI rm NaI a r rkvat.I, 20 prrelilMpe.phMA, _w a zT pawn ar�NrWl b wpliad a t raA d D50 pone. pr Lw•e lrUber ;! a..d n •.• d dry f.-tihtr. NMI s..Nplw :I .a.I rau tH In..,..n rw w< so par+tdM N niuvarr, Ile pavtda o—o" lA,• ae SO pa•nra d Fk— Fr «.e. Ti INr.lme roll b a calcific r aalrnn:c V— I:.twlArr tmlgrNp ma IMw u•m D5Y d tea (wK r r.,ov.N•n.,) rrmMA.. rH IYrv+tar NMI rmrw.n e tH r.wiw.anla dal NaA w rMdrd raw •ar. w A tH Slrmd. d ura A.a¢etdr a orriM APiWlra errs»A. tw NMI b rw.:Nd :. <SaI, aaaltl N raprlY WIW have rM r.wr;p a0 pawtd+ eh. ra a ThA�vitl Iivra+tev rot ! acuplaels b ag1:tl ALL A SEED MIXES TH klwtl m b b v46wd m w+ Pe` l ram rdAd kr S«aMr p010 N Hr Mpc nor fr ltw rofAct a.s mt L.D. wi.., s..d u., Ikaaah�i.r�Al aw�ww.. u br sin M. Satl t By welaH R�Arf— tl ]T.SOt 5 4Aa04pFarr (Vr. Maaor) ]I 25{ 5T.5 Krs.rky rLvsPw ]I.25t ST.S WV rlydyl, M1aY++I Rw Gr (Vr. N,cn r PrMlfir, lTvdra wrdr vrNliw) a0 aOw S MM nor Lw. U. 5rd 17t'1'MJdhl_ pCdLQ tl®t .).OR 1O VAN Rtl fMacvM 20 Tdl Fa<w 2 Radue IMFa+ lesrwlim five w Srd E.Hr HSN p-i�fft 25poY i5 G.aaprrp a, FM«w 2].OR 1] KrduckY DlvaPaw S.OE IS � Rw a I t.r NrdY, Prr.rNl Ry+ c.w (Yr Pr.r naaslm, a•rnilr vrvlm) iR a.Ot to Ngldrld enlPo. IN ILA e All wd a1Ml rtal a Atl It iI Iustl —1 A gw— Noland, d <snpw;Gan tram lH d.qr mNl b rbnitW S lH Wiry fr ppagl w b apPraaMd u,iM rdiq a•ory Mir tH aeMd b bMrr app4tl, Nwr MMI b INd1Y rd.d S mia rd Ails tH Mql ad rolSd w;U a I:trd-sagrk rally S tH wt•N«Gm d Os Eger. nuaollrw. rklrr:r 24 crass N Ai,,I rim N rrGlir, IiSra ,ro wr, Ifra alrfrs NMI b mukld MU a IVY mukh. fWkn shall rew;a N ntslatl ISY RaprlY fras want w•wre Paw• Iuavda, Ia•:Va• dabN r Nhr dslMtr:ae rtwtq rill b f.r cram ra r mqa rid NMI b aaAMAIp Ur ESgirr Spraodiq N nt.clrwlird .r•aarip a.vi.. mw b r..a if wratad M IM Epis. rH w0.iAaim d rvoKh Nall b nrada n wM a mmrr llra knP vd tHrk war ra rraie.a. tarn s.w.r.d nrA..ry, mwkn alMl b aalV.d M a Eire wasp d bvM r tar bmtlw, w N atdw, I.,, a ry r alrr matleN yp.oad by NATMING AND PRESERVATION OF GRASS O WEll All aaadtl rMw alral b waned N nrairSkrad S tH +adf«l+r d tH l pivr. LGUir taro erMeka alr TH Pare <atr NMI b bw— Akail III, lH EpYvr w CwMctr 6r:p tH mmlh N M, fgbucp rerplrlim , tH Ark. Mq rMw YdtrM Pw+ aaMd b M Tniraltl -iv r rowhoa lHw a is bat a•oard r dvrrwaE N cry ww alMl Iw+o:W N -Add byre. O— C. a•IDRK INCLUDED• Nark a lHa wc4m irclvdca tH lwri+Hp w P-_ a plan r nfrwd relrJete sN nGdreip sYel Ir all u.ark itliwta! m lH Gnlr¢t provita+, rq,irtl OY llsw $pcdita,vv r Irveirafb apec;(»0 by tH Epi.s. MATEF I TH Caluatlar wall avbnit s r,n o duY+ d prq a tH CanV¢a, a ,N d ql .MrMa Iroa H is pang b ur qop w rrrva a nr+,f¢trrn S aupaNr. NFrM m N: prMctlsa lH I»W n [bras gcifsalian, tH CmV¢tar All b ray:rtl b hmiM oats++w avrVlea, shop trwirpa, IiaS r rgvrla S lH Eltitrw. —To — N �vul= m sew L —, appwtl .Noll be abtwd (r w „W ecl far NI S S — Trm Fite ApPpale- Sir far cwsrele v.rrk atoll cmfwm In ASm 5pscifka;m CS] w dMI b rettpaatl a clMm, r d, a mK, ayraaMd, Iwra Paula, fry Fran Nu, loco w tleY. Carr l<' Cares a .Noll W <IeI Pwsl s rv+IW atov vMemvrrX, E I,:, b ASTn SpcN:rdNn C]]. Flrirvan a« appapNe far wNN, Nrvctwa �. «.b.-m-Pedek b.a.r .ra ww..r..Fdl b 5/.• mr atP.aae fr b rr. Lroe.t p...r .•a. adPakaA, ar.<ardiV b aH abw, NMI b ,M r Apl s dvcW by tfe �4pirr. CONCRETE TESTS N DE51(fl Of MIXES, Trtip d CoaaaS. Tro Cmtrctar run NMI (rMM S tH Epkawh» «pros. mY snorr/r w d crerMaM d — ,Hvr r r w -ilk b<laa. A., awta made a tl�ir Ar«lim N H Gykar aHll bs prfrnrd d Cardrvctm e<pnr. Theo (]) wdc+ r ova, kt tl—A d tH tiSne why — A-" N urr ror<a4 wpccA bgir�SlH Ce.lr'ocb Noll idmn lH Eryi.r w LAJw sarw d lH Rtl' f dicta by tH Epics, tH ronrctr MMI dalivr Owl TH Ew tr Null rrakct roir(rW raves mvrrolaa w drw mmrMw A 5 cir'vd»ru C<TO r —TO nl TH l i,i . tie eiti— wlh awl-n-pyre, uah Clw+ D re L,, r Pa-crt SHIm NMI b camvvcW with Clwa D vrmaA a dafind :I 5«Gm OS'JOO d Hw • t;fval:wu Invrl+ fs awwr tH plan m 4Si1+ N and b wIWYCW d Ivd broad b�rr mrrtm r, fv >VaPn SId pipe W r, _f bpiWiMIY. ImVta Null have tH ewct anwe er li.r r�wr to wH<n aHr r. r<.n.tW aIa r.Y cHn�e :I .•r : d:.<ua. eroll M wartia it — — malwFNw�<FNI b wmplsSlY ' tl S tH wlnf« d Egerr tH rllre a b rrrva! ,I r twill. I.o, nrwrrelw tra.r+ w —i(- wry s«twn LiASO. Al.l, wwnle+ a< to be p.wietl wth waply.rle. i lypaPYlrle New with III— f0 NAeI «irdwcrrwlt. Ttwx a4w WII lsve a mirYrllnn All-wl atrrptll d I.— Ib. Pr«al n— — have fr ew.Ma — termn IA ASTn Spin it m u r —TOnIRA. TH ape aprinp ri IH rNra —1 b sett INA I land soar Crave farm SSrvdpM cw•r fr NMI b asl to f:M Pde mlv arts tH bee <avrx pwirp M bsr raSrlpletad. I'l I. NMI b cwnu«W Prde w;Ur rZt rsl_Z .— r — All mmHl. ura rMw NMI b vwW 'wr.;x w we wits wprrable Pave. ,UI loci b-ika,ark ray pr.rae rertrete nta•r<I.+ .rMl mra tH r.an�..rd. N s«aiat wml. Wry lH vrePwa a a,ert, told Iwo <Hirra NMI b r.de w send W lH -h I�+wDEDf Art ap ey a.e� w<�I rearatlr N lh ASm sl.rwr c51 r M5.lrO T2] w N aH b«knu r.d qi alr r.wirHd .pia:.� rNi.'nldl 1. cash Gwe,a. rvrLar d iwr Fran � r et Grwr, TH tar (.) .✓,lace WI be tsar a adadwr .M. lwP<"NidrIr.W.Imw r�a•rrryY tNHMIr b dwurH N Eretry NMMtIF chin hwealrso.Ntweu ob Prsn.tr.vcrW dwr..iNrmTtl re_Y,re. taDid- adMI b prweCptl]«, wirxlatl rya «rm w As_ ASTt r.1 nw :[I r AASNTO T22. iii i . Frvrva NMI b brapld b Palo with rrcrt resia4 rlwr -Ii— and roll SMnp _ roll b — by tH Cmtraclr w __ br tH W:r..r N avaressA v,;N ASTIM SLe I,l CA] r AASNTO TIN. Skimp Nell i betwerr a alrall b aMoltl w;lF bat. fr NpMa %' n diorrAtr r anMlr vb wU rerrlt mrtr rr pipMa Irrr awr %• N di,metr, r.raatrnd m w aaa w bdlt w w (I) krrr• mwravrn N fwr (.) L,n mw.vcn. MN a rely bsrf d wry rrrerlr m lH wtaidv. TH Cmbatr wi11 b rpirtl S fNrwn M Nerrd alvSe tale ar cad S b ['Apt TH Paip ISvre aMl b rl S (nM Ptle rdv aIV lrr Ma wr Awry lu at thi, prb a NI ti.tw. 51✓Sva NMI b Ism by Ife va.atr ar w:brwtl by lrla IS-_ TSN Ir C¢uial _ N M1tIN CrreA CasaaS,• ASm da-- G45 r AASNTO TI . brI noSraa.d. Slsny WS NMI k nitla m h Ca1<h trW. Ak IF T ANn I ASTMS ;1 qr CM deUSmNMd wM W. DWI rA takrl n ar�ad-A. YF ASTn r ifxdion C151 r AASNTO T 52. pglidA rspv4 m NI WS NMI bs YaRK INCWDED, Th1 +«tiro priaw S tH mpirM a•r malad royirrrrlt+ wb.ritW Frmetly S tH nrr wiM vr,M covr aonV diacuv S tH ER Cwruactr. far uaM marlr m black r b:ek I— 'S err w tH w+ta WI1 b Sd it mrtr —I—kr tHa a«, , Iw ap«f»dAaMudrr TH Cm W. n rorystrr wM tlra Erryiar, NMI self✓ tH irdwrrdrn lwtep nATEWA4_. nrlr vW N wwVtrcVan NMI b td[HY ptwti Jth FitF ill Al bar 24 — br tlwrA, w w.ra. (w;u.t 2 r 5 I.wa) d reaaaM Flre.rrrt fr <n «.. bwArr.. d:r.<W. K N, a •�N I Frt F.I.ai.Id c..trlt. In p_ 1/d pa.t MaM.d I...I Ally er 7-I/M Ie i i:.tw Ifr wn N _ wll..w d rArrre ti Ins w Y fr avid. nvWe nroy 4 tlj•,aW NNaly Ir vrla,ilAy. Irmo. MIA lalwl rMNdrl a aH ASm Swc;fiw4m CI50 r —TO Mll Tvr II, yr S b a a orb wre.tl by tH EWrar. larlrr try. » tMr w S tH golitY d tH �a n tH r tH Wiry tH Coarete, Haw +made by m rm(wm' S tH lots Sroll b a doable tr hidh wK ry ,erwtl iraprrr,t M ry vtd klapAcum Idrasy.SSch twtry NMI 4 it W tH 'Stmdrd ttelyda d Sacrip, P"+prfrV Twtip Sp«irrw roadm N tH AA5fvcifiA,:m C207-55TYpe S aims walY Naall b a riff miwturo N IirnM (AS c ldd AA CorcrsS fr CaryrwNw ad FHnrd Wrp<H' (ASTn DsiwLi,i CN2 r MSHTO T24) r Char 20 d tH aRrlt KI diwp Cade fr PeidarAd CaaYstA KI ]ID, w b< Sprtl. TH vitrN !r accMPlm;litY d its rmvete wldr tH Ialr NMI ks VK Riwl tnre:t, rid M1M «cpblts dM1 b< rsyirtl (rpnlwW Erditar. CarYaMS lal�6 mwt� + N lH Cw.V¢t dcurrrarS w211 c�T WII b Sapp tH Ir+ acORK INCLUDED• TH v.ucler NMI ravidM ad :Mdl back mwrwy udrra OrP miws All b raprtl fr M¢F lyw a rewalA ell w ndaarrrrt tsetip r«•bar a.apl�la a lH Wirrr n b adiW Ia .pr. N rwlwt ilara.a m ,H plwn r diracW W tH Epivr /r rerVYCUan !s f•Ilp a rwawd deiwr miaw_ udll b woprl:vvd by airy Ibraey VM bach r fvS mmhaN kl..-I. rid fr ai•.,nr w... Ida, tvirq marble S b rSWwtl m tH prod«< Fr h clm N Ern bkk doll b waW sd NS N i4 baton,, adw wr I- I..d. TH CeI,LF will r.w. ii, Gs ..y:v..stS N KI ZII.I rM vrglitl I. w roprS d m;a deiPs will b wbnitW S lH Epis /r rr. n rs apraim rya 6.:rq idyl to RII .Try jwla. bkb.ork dM be uwll I... iwil. , bs•dtl b Nr bkk b lad in wrstal. sr jsia+ al.Wl w clay w w:airdla. mwvey a1v11 R dell W u.olr b abwd b ri+e m r Maur vd trkk nvay.y until it Clwa A I<i,ti, alMl b daa:Vd All a valrtgrlt cwtvNA mla :r vfmmarA wRh Ie rt a law[ 2M rose. Nr mm.y NMI b I,tl :r f.av:p a,rtrr. SwovdlY ¢<ANtl aledrNa. All Snar;da wtl alMl w r prapv 1 1 w b frorA a a.11-radtl Itli<G.. N rr r.Iw:w.t i wiGt w h awnm, TH b<k vwd b rmdrut mrtMM mrta Mall b draJ. uwr. Ivd ar wfwmlr b,,,.rd, Ir or xNd 2e-des w.Irwdw Nrrpdr N M,dao w. niti..nn cr.ra v a 4, NMI k SH Ib. pr u•bic Yad w - N O.AD, wl ,,i i it Mitk II W rewr..r m Asm Sp«:rratim c52 r MSNTo fYp IalAst w.awr w aMl b GaJM 55. b u ((I p.Yeri)a clw. a rm�r.I. b. w.,ttw Sett.. Ann s IMSkwn IZD-drY tenpvww alrrptn a ],500 pi. bib mww.y allNl p< tad N Prtlw <r.wra wmwwe d pat nlXII PLKING. CURING AND PPOTECTIfXN• niaip, plcbq, a•ri'Y w rraCKaim 1 by h Xit thm 10 Fv.d+ N Irs alMl Ya ddtl (s btlrp NdrrtvF bTH cwrvR dell ba alrall <mrrm IA ..yirw.wrt. d atmOsda w R+W err •Grua•, w. sp.tir irl..td to .Gwlairr a wa .«tlm. DefarM pl¢ip .mobs, ALL d�-ia, w Ir»d N 5«um o]]ro. Nor rr mrtm NMI b <Wr w mlr m amNd wff•cirrt S FradvrA a wr(.�I. r.Iat: NMI b ,n.d. nary Neu b rare wnlrN rM S b rrrtewl free Ilre av¢A b b rAudtl by waste. Da ,vl IlarA •csranvrS m frrrr Parr. n ley frwrr tH tM tH crrra u•ea added b tH ml<. CrrvN WI b UrwpnlY can W drYp placry apretkn er NMI b TH wr fr mrtr� bkk S � y ICI b. wfrmly Pad.d, cl.a., dsp ar rorWr ro Pis br Im w ecF rrraah Mrawl. Lh N'IY ,t•arktl rerwa sr splMs d /acme vd rwtl niKwvrtrlt by w a .pare.. Vas-ay. dMl ee Yw t. <o.r«t al ww.te, bn rta awl toTet< N ti rvM a¢M E.Irrrr w NMI r r w Ia Ilia 'll b rrdwY wtr.rwPdr a.riad ins Frdl:.r rawtd ai wN«.I.v. w ahai wae.Iap .it rr w wip ptwemdkalr S N+A —f. t qh WicF n rlora. VA-aw+ A..wwr W- Nald" (r.na N ptw wa r li— rasp. If pr.MtW b/ ,rr E'Ei'Mr S alr:p troy aawrr thm w apcHitl, cwVsls nlal b ir....agavy wM rr bdwsA d paid w di«W. n rMI b Gr. u.a<¢td. ro.praibbw to pawl ra.n coup arm. rra:p_ RIaN N cwarkp, braaSlirl ar —1 r h11 — 1 wire.pal. it rA1d wralr NMI b r..;.a•tl th tH Ep:wr w NMI wbd« bM trprewl. Iras N psrd+turw. tldil:n N MNa crrlmt. Irap a marMa, wbPade r� Nn, Frelx4w rwrsld. lnaca0 b✓w. N ar (arm rrrewl !r NMI b w whirr n RrsmwMN F«Gce fr Cad HaYtnr M rip Kim I! mtlirvn pM.rw w rp«:! n tlasle�s�.II tH+ nrsrrlaid, f ry it Nel rot aVbed a ra.Vclr rm aoUNY t Ergkrr tM. rmwstA b 'rItl LY d rAwsad A Mar +trrpth. I Fii,c ar NMI rrrd Iotera.,ra SOL, w a.tl.r.e :, r+apr.tl R«mm.rdad PrztiA rr Coe NaatAr Cwvelry KI Sa,. N bt ovally lrvlprgv'r N frwlay p,lwd reraa4 +rMl wL b alla„tl b Mwrwd DS'F, re1lami.p b KI ]Pi. OYS50 WORK INCWDED• M CarVclr alMl :wWl rwMa frma ad avtlid N a Iatatiw iriMvd m w Na+ r w dicta by lH E<pivr —L cml ion. CwSp Nall b IYne warn ar for Fyn (Iwo. Evp wrf«Ma d rrwMe frr.w w urara Ach ahr aNAI b r.rarHrad S Nw fsdel tl+'allova troi ,wale ckanrfrrsM. All im wtiraaFNMI b lrarwWr alms w ,I... roa.a a:u. lot Ir barrM bry d.b.rtl. rw.r. w ww.+ NON b NarM, aeerm, r m wpracad Awe wdth nodal w.rbwa a.dPrltl a, ur vwrtt o_. nwrrral. w.r .hql b mmiAd •soar• r 'Sacco-r ,r' s YMr' r ray4tl TH LVTc1r NMI pr,rida wqr-prm( lvr mwda4 rove.. w rrlN m Ilrr vlv+ r w Spud by lH Eryivr. CLEANOIIT FRAfIES AND C Ell CNmwt irveva vd Aura NMI b d to h, PVYr cwl 'wan. CmSp alto,, b Vas S Paasn w trots fawn flaw_ TH berN rive N <brwl fraSo yr your. aaanal Mch M NMI b Hd S Pw Urwalwl aHr c tenfrrrA. A llvratpFlY clamed w ,hm caalAtl wiN no, cw1 v IWI bfra bNry daliwrtl. OT200 urgtK INCLUDED• H Cwrlrclr sroll bM raaNn • Ir fum»rrp w ins I rnublim a At tYpw H<nr.aa od a tH larot•an w Newr m tH fertract (}awry+ > w ray:rtl lM lH Fryilas. F 1 I� UTIgfH ill cwar4- �yatyrry v.wla�m -II be +Hd w in a w Mwwr m lH Pw•'rya. 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Busington SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 October ig, 2005 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Re: Minutes — Tilley Drive Dear Bob: For your records, enclosed is a copy of the minutes from the September 20, 2005 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, Betsy M nough Plannin & oning Assistant Encl. LVELOPMENT REVIEW BOARI,� 20 SEPTEMBER 2005 Mr. Kupferman moved to approve Miscellaneous application #MS-05-05 of Gary Rounds subject to the stipulations in the draft motion. Ms. Bolton seconded. Motion passed unanimously. Ms. Quimby resumed her seat on the Board. 12. Public Hearing: Final Plat Application #SD-05-77 of Homestead Design, Inc., to amend a previously approved planned unit development consisting of 89 multi -family units in 24 buildings. The amendment consists of revising the landscaped berms by increasing the height from three feet to six feet, Songbird Road: Mr. Nedde said the intent is raise the berm north of the project to buffer buildings from the Interstate. The berms will be expanded toward the units. They also want to add some sunrooms in a number of the units. Footprints of the units were reduced to do this. Building coverage for the project remains the same. Mr. Belair noted the sunrooms were not part of the public notice and asked whether the Board was comfortable with this. Mr. Nedde said there is a time crunch involved. Mr. Dinklage asked why it was done so late. Mr. Nedde said the request came to them late. Members felt it was important to do it right and agreed to deal only with the berms. Mr. Kupferman moved to approve Final Plat Application #SD-05-77 of Homestead Design, Inc., for berm changes only, subject to the stipulations in the draft motion. Mr. Bolton seconded. Motion passed 6-0 with Mr. Birmingham abstaining. 13. Pizzagalli Properties, LLC, requests discussion of proposed 36,000 sq. ft. 2- story office building, lot #3, 193 Tilley Drive: Mr. Belair noted this property falls in 2 zoning districts, I-O and I-C. In the I-O district, a PUD is required; in the I-C district there can be a site plan only. Mr. Dinklage asked why the applicant wants so much parking. Mr. Bouchard said 3.5 doesn't work anymore. Tenants are asking for 5 for general office use. Ms. LaRose noted they are asking for a reduction of 9 parking space. Mr. Bouchard said that would be OK. 14. Sketch Plat Application #SD-05-76 of Pizzagalli Properties, LLC, to construct a 54,840 sq. ft. office buildings, lot 94,192 Tilley Drive: Mr. Dinklage noted the applicant has provided 2 options and staff prefers B-1 K. Parking is closer to the Interstate and the building is closer to Tilley Drive. There is a concern with people getting "lost" around the back of the building. B-1 G is much clearer. Mr. Bolton preferred option "G" as well. BUIE ' DEVELOPMENT REVIEW BOARL 20 SEPTEMBER 2005 Mr. Kupferman asked where stormwater would go. Mr. Bouchard said with option "G" there is room for a pond in front. With option "K" this would have to be shared with lot #5. Mr. Belair noted that the regulations require parking to be in the rear unless this is not practical. In this case, he felt it is practical. Members suggested a smaller building with 3 stories. Mr. Belair suggested under - building parking. Mr. Bouchard said the grades don't work for this. Members generally preferred option "K" and asked the applicant to do a better job. Ms. LaRose said if something is built on the adjacent lot, a connector driveway is suggested. As there was no further business to come before the Board, the meeting was adjourned at Midnight. Cler os- Date CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 September 15, 2005 Bob Bouchard Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Re: Tilley Drive, Lots #3 & #4 Dear Mr. Boucchard: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, September 20, 2005 at 7:30 p.m. at the City Hall Conference Room,. 575 Dorset Street. If you have any questions; please give us a call. Sincerely, CI dK4 Betsy on ugh Plannin & Zoning Assitant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 1 , 575 DORSET STREET \J'��2 SOUTH BURLINGTON, VT 05403 (802)846-4lo6 L C7} L�— August 22, 2005 Bob Bouchard Pizzagalli Properties PO Box 2009 South Burlington, VT 05407 Dear Property Owner: Enclosed is a draft agenda for the September 12, 2005 Development Review Board Meeting. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public hearing is being held regarding the proposed development. Please call our office at 846-41o6 if you have any questions. Sincerely, �n ON t Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 September 12, 2005 Vermont Agency of Transportation National Life Building, Drawer 33 Montpelier, VT 05633 Dear Property Owner: Enclosed is a draft agenda for a public meeting being held by the South Burlington Development Review Board. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public meeting is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-4lo6, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: September 12, 2005 \drb\sub\pizzagaIIi\sketch_lot3.doc Application received: August 19, 2005 PIZZAGALLI — MOUNTAIN VIEW LOT 3- 193 TILLEY DRIVE DISCUSSION OF SITE PLAN APPLICATION Agenda # 13 Meeting Date: September 20, 2005 Owner/Applicant Pizzagalli Properties, LLC 50 Joy Drive S. Burlington, VT 05403 Engineer Property Information Donald Hamlin Consulting Engineers, Inc. Tax Parcel 0860-00750 136 Pearl Street 7.86 acres Essex Junction, VT Mixed Industrial and Commercial Zoning District Industrial & Open Space Zoning District Flood Plain Overlay District Airport Approach Cone Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\sketch mtnview.doc Pizzagalli Properties, LLC, hereafter referred to as the applicant, is requesting discussion of proposed 36,000 sq. ft. of 2-story office building, lot #3, Tilley Drive. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on August 19, 2005 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements R1 Zoning District Required Proposed Min. Lot Size 40,000 SF 7.86 acres �l Max. Building Coverage 15 % 5.25% Max. Overall Coverage 25 % 20% Min. Front Setback 30 ft. 30 ft. �l Min. Side Setback 25 ft. >25 ft. Min. Rear Setback 30 ft. >30 ft. �l zoning compliance Although the building lies within the 10 and the IC Districts, the plans shall be reviewed according to the R1 District because, pursuant to Section 10.01 E of the SBLDR, all structures in the Floodplain District shall be subject to the area, density, and dimensional requirements of the Residential 1 District as set forth in Section 4.01 and Table C-2. At this time, it appears that the proposed building is within the floodplain overlay. The applicant should delineate this boundary in accordance with the US Federal Emergency Management Agency (FEMA) flood insurance rate maps (firms). The location of this building in relation to the floodplain overlay is an extremely significant issue. If the building is indeed within this overlay, then all standards of Section 10.01 of the SBLDR shall be in effect. 1. The site plan shall be revised to show the flood plain overlay in accordance with the US Federal Emergency Management Agency (FEMA) flood insurance rate maps (firms). If the building is within the overlay, it shall be subject to all standards of Section 10.01 of the SBLDR. 2. The site plan shall be revised to list the lot size, building coverage, and overall coverage. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\sketch mtnview.doc The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The plans depict adequate consideration for pedestrian movement, including a bicycle path which extends to the end of the cul-de-sac, and paved walkways from parking areas to the proposed building. Section 13.06(B) of the SBLDR require that in all areas containing twenty-eight or more contiguous parking spaces or in parking lots with more than a single circulation lane, at least ten percent of the interior of the parking lot shall be landscaped islands plated with trees, shrubs and other plants. The interior planted islands shall have a minimum dimension of six feet on any side and shall have a minimum square footage of sixty square feet. Large islands are encouraged. It is not clear from the plans whether the islands shown conform to the standards above. The applicant should address this criterion. Staff advises that the applicant increase the size of the island depicted in the southern section of the parking lot. The pavement proposed for this area is directly over a section of Class III wetlands and their associated buffer. Increasing the green space above the wetland will mitigate the impact caused by the pavement. In their review of the overall site plan, the Natural Resources Committee stipulated that the pavement should be reduced to the greatest extent practical so as to minimize the impact to the wetland (decision attached). 3. The site plan shall reflect that the islands shown conform to the standards of section 13.06(B) as part of the preliminary plat plan application. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is not shown on the plans. 4. The plans should be revised to depict a bicycle rack, as part of the submittal of the preliminary plat plan application. The building is currently proposed for general office use, requiring 3.5 parking spaces per 1,000 SF GFA, pursuant to Section 13.01(B) of the Land Development Regulations. At a proposed 36,000 SF, the building will require 126 parking spaces, including 5 handicapped -accessible parking spaces. The number of spaces required is entirely dependent on the use of the property as general office. Other uses may require a change in the number of spaces required. The plans depict 172 parking spaces, more than adequate for general office use. Handicapped -accessible parking spaces are not shown. 5. The site plan shall be revised to depict a minimum of 5 handicapped -accessible parking spaces as part of the preliminary plat application. Those spaces shall be in compliance with Section 13.01(I) of the SBLDR. Staff notes that the applicant is proposing 46 parking spaces above and beyond what the project requires. Therefore, staff suggests that the applicant remove some of the parking spaces from the proposed parking area. Best suited for this would be 9 of the spaces shown in the wetland in the southern area of the larger parking lot. This would reduce the impacts to the wetlands and be in greater compliance with the stipulations of the Natural Resources Committee, as noted above. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\sketch mtnview.doc 6. The plans shall be revised to remove the 9 parking spaces and related pavement shown at the southern end of the larger parking lot. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The proposed parking areas are located to the front and side of the proposed building. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The scale of the proposed buildings is compatible with the site and existing buildings in the area. The height of the proposed building is 28', which is under the 35' height maximum for the City. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. 7. Any new utility lines or service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. 8. The applicant should submit architectural details with the site plan. Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Again, the applicant should submit architectural details with the preliminary plat plans In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The site plan already considers the proposed public roadway. Staff does not feel that any other reservation of land is necessary at this time. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\sketch mtnview.doc All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). 9. The plans shall be revised to show any proposed dumpsters or other waste facilities, adequately screened, as part of the site plan application. Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Pursuant to Section 13.06(B)(4) of the Land Development Regulations, snow storage areas must be shown on the plans. The plans should show snow storage areas for the subject property. 10. The plans shall be revised to depict snow storage areas as part of the site plan application. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the SBLDR. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. 11. The applicant shall submit a landscape plan and budget in compliance with Section 13.06 of the SBLDR as part of the site plan application. 12. The applicant should submit estimated construction costs with the preliminary plat application, so that the exact minimum landscaping requirement can be determined. Lighting Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. All lighting shall be shielded and downcast. 13. The applicant should submit a lighting point by point plan and lighting cut -sheets with submission of the site plan application. Other 14. The plans should be revised to show the correct property boundary line. This line should be at the edge of the right-of-way for the proposed public street, not at the middle. 15. The site plan shall show the 100-foot buffer for the Potash Brook. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\sketch mtnview.doc 16. The site plan shall adhere to all standards of Section 14.05(D) of the SBLDR. This shall include, but not be limited to, topographic contours and the location of water and sewer lines, as part of the preliminary plat application. The site plan should also include a legend. 17. The site plan should identify the roughly circular structure shown to the west of the first parking lot and just to the north of the proposed cul-de-sac. 18. The subject property is located within the Airport Approach Cone and shall be subject to the standards set forth in Section 13.03 of the SBLDR. Staff recommends that the applicant address the numbered items in the "Comments Section" of this document and include the changes in the site plan application. Respectfully submitted, Cathy n LaRose, Associate Planner Copy to: Robert Bouchard, Pizzagalli Properties, applicant oPP - - - - - - - - - - - _ - - . _ . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ` S - - - - - - - - - - - - ¢PP - 1 -0-PP ____-_.-..-_ RECF • p,UG 19 2005 - - - _ul tea a� . . . CLIENT PIZZAGALLI PROPERTIES, P.O. BOX 2009 - SOUTH BURLINGTON, VERMON PR07ECT TITLE MOUNTAIN VIEW OFFICE LOT 3 SITE DEVELOPM eCE,vE® R BUG 1 g INN5 gton City of So. 6urlill Permit Number SD- 13 APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Tel # 658-4100 Fax# 651-1307 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 681 Pages 736-737 3) APPLICANT (Name, mailing address, phone and fax #) Pizzagalli Properties LLC 50 Joy Drive South Burlington, VT 05403 Tel# 658-4100 Fax# 651-1307 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Fee simple 5) CONTACT PERSON (Name, mailing address, phone and fax #) Robert Bouchard Dev, Mgr. Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Tel# 658-4100 Fax# 651-1307 6) PROJECT STREET ADDRESS: Tilley Drive Tot# I 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 0860-RR750 8) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) None b) Proposed Uses on property (include description and size of each new use and existing uses to remain) Commercial office building - 36,000 square feet on two floors. c) Total building square footage on property (proposed buildings and existing buildings to remain) 36,000 square feet proposed No existing buildings presently on site. d) Proposed height of building (if applicable) Proposed height is 28' Two f i Sorg _ e) Number of residential units (if applicable, new units and existing units to remain) N/A f) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) This proposed building would be the third building built in the Mountain View Office Park subdivision MVOP has access onto Hinesburg Rd via an 80' R.O.W. called Tillev Drive. 9) LOT COVERAGE a) Building: Existing 0 % Proposed 5.25 % b) Overall (building, parking, outside storage, etc) Existing 0 % Proposed 20 % Apx. Sketch review. c) Front yard (along each street) Existing 0 % Proposed 0 % 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) Water, sewer, electrical & natural gas to serve building 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) None 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may be provided on a separate attached sheet) North, South & West - Pizzagalli Properties, LLC 50 Joy Drive South Burling -on, VT East - 13) ESTIMATED PROJECT COMPLETION DATE 14) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I I" x 17") of the plans must be submitted. A sketch subdivision application fee is $125. Enclosed. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledg --� SIGNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: �(19 6 I have reviewed this sketch plan application and find it to be: Complete I I Incomplete to Director of Planning