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HomeMy WebLinkAboutBATCH - Supplemental - 0062 Tilley DriveMOUNTAIN VIEW BUSINESS PARK PROPOSED SITE DEVELOPMENT SOUTH BURLINGTON, VERMONT a 0 a DONALD L. HAMLIN CONSULTING ENGINEERS, 136 Pearl Street, E, ssex. Junction, Verma-n.` 05452 INC. SHEET INDEX 1 BOUNDARY PLAT 2 SITE PLAN 3 SITE PLAN 4 ROADWAY PROFILE & DETAILS 5 FORCEMAIN PROFILE 6 FORCEMAIN & WATERLINE PROFILES 7 SITE & EROSION CONTROL DETAILS 8 WATER DETAILS 9 SEWER DETAILS 10 STORM WATER DETAILS MARCH 2002 1 II zi I / F 1 'I I I DRIVEW/(Y Iv r v / a EDGE OF BITUMINOUS - CONCRETE ROADWAY (TYPICAL) 2 4 in i GUARD RAIL (TYPICAL) /� I I A, B\/6 97358"\ i / FOUND 4" X 4" VAOT CONCRETE MONUMENT (DOWN 1.7') s' YIW NNq N )Y' c GARDEN FENCE 12r� X o ml EXISTING BARN EXISTING POND t `11 l l RECORDED (ALSO SEE PAGE 143 -WAY 211. LANDS OF RUSSELL R. TILLEY VOLUME 438, PAGE 433 (REMAINDER OF PARCEL NO. 1 MAP VOLUME 197, PAGE 65) EXISTING BARN BOUNDARY DETAIL NOT TO SCALE FOUND 3/4" STEEL PIPE 1.5' EAST OF CENTERLINE OF STONE FENCE I 12- _�_..,._ �.m. RI � - RESIDENTI -" ---"- S 8717' Al 1 PER ACRE _ - --..-_ OB E I C'= NI%E IN US IAL AN C M CIAL I _ TILLEY DRIVE --- _�`_.`_'._-. �— _1--`— $ -------------- S= 8717'�6" 11 3FOOT WOE COMMON ACCESS AND U0TILITIES EASEMENT TO BE ESTABLISHED I IO +N N 1 DA \N you LOT'A (STREET #82) I I I tivD QDfro fa\ PORTION OF VOLUME 215, PAGE 111 4.52 3 NOTES - WN 0.7'> 1. SEE RECORD OF SURVEY ENTITLED "PLAN SHOWING PROPOSED SUB -DIVISION OF TILLEY FARM OLD FARM RD, SO, BURLINGTON, VT." PREPARED BY WARREN A. ROBENSTIEN, L. S. DATED JUNE 1983, REVISED THROUGH MARCH 1985, AND RECORDED IN MAP VOLUME 197, PAGE 65 OF THE SOUTH BURLINGTON LAND RECORDS. LANDS OF STATE OF VERMONT C / "'V INTERSTATE 89 VOLUME 48, PAGE 489 I --•+--' �----�� FAT WIDE DRAINAGE _ EASEMENT TO BE ESTABLISHED 2. SEE RECORD OF SURVEY ENTITLED "PLAN SHOWING PROPOSED BOUNDARY LINE REVISIONS41 ROY WRIGHT & TILLEY FARM OLD FARM ROAD SO. BURLINGTON, VERMONT" PREPARED BY o - 00A9'24' WARREN A. ROBENSTIEN. L. S. DATED JUNE 1983, REVISED THROUGH FEBRUARY 1987, AND R 11359.16' RECORDED IN MAP VOLUME 252, PAGE 86 OF THE SOUTH BURLINGTON LAND RECORDS. T = 81.61' L - 163.21' 3. SEE HIGHWAY PLANS ENTITLED "STATE OF VERMONT DEPARTMENT OF HIGHWAYS INTERSTATE C 163.21' PROJECT IN THE TOWN OF SOUTH BURLINGTON" PROJECT NO. 1-89-3(14) PREPARED BY C BEARING - N 69'42'10" W VERMONT DEPARTMENT OF HIGHWAYS, SHEETS 11 AND 12 OF 125. C 4. SEE HIGHWAY PLANS ENTITLED "STATE OF VERMONT DEPARTMENT OF HIGHWAYS INTERSTATE a PROJECT IN THE TOWN OF SOUTH BURLINGTON RELOCATION HINESBURG ROAD" PROJECT NO. 0 1-89-3(14) PREPARED BY VERMONT DEPARTMENT OF HIGHWAYS, SHEETS 22 AND 23. 5. THE BASIS OF BEARINGS WAS OBTAINED FROM THE RECORD OF SURVEY CALLED FOR IN NOTE 1, ABOVE. AND IS REFERENCED TO VERMONT STATE GRID COORDINATES. GRAPHIC SCALE APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF b BD !0 SOUTH BURLINGTON, VERMONT ON THE DAY OF 7002 SUBJECT TO THE REQUIREMENTS OF SAID CONDITIONS OF SAID RESOLUTION.' SIGNED ( IFEET 7 inchh s 40 it. ) THIS- DAY OF 2002 BY CHAIRMAN OR CLERK. 1SS III WETLAND \ CLASS; II LINE AS SURVEYED BY OTHERS'' ` -- - `A (SEE NOTE 1) \`_ = 1 "A R 11359.12, 7 165.83' L = 331.63' C 331.62' C BEARING - N 70'57'03" W �OF V,( THIS SURVEY WAS BASED ON RECORD RESEARCH OF PERTINENT DEEDS. OTHER OFFICIAL RECORDS. AND EVIDENCE RECOVERED ON THE PROPERTY. THIS PLAT r MICHAEL COMPLIES WITH 27 V.S.A. 1403 (B)(2)-(8). R.CA- i x : (1 :, i O C DATED HIS DAY OF 1T n,�. r.., T' 2002 ; wny:. No. 611 N0. 611 ,'•',FG VT. L.S. 0611 <-... ...SJQ.;�: MICHAEL R, MAG90N SITE- EDGE TILLEY 0 = 04'23'( R = 11359.1 T - 43.4 97' L 869.52' C = 869.31' C BEARING PIZZA 1 SEE BOUNDARY DETAIL UL,00n 0ro wu ewu� � ne 4M 19 t ei • VICINITY MAP IF BRUSH AND TREES (HEDGEROW) LANDS OF FAMILY LIMITED PARTNERSHIP 'OLUME 388, PAGE 189 (PARCEL NO. 3 MAP 'OLUME 197, PAGE 65) LEGEND 4' BY 4' VAOT CONCRETE MONUMENT FOUND 4' BY 4' CONCRETE MONUMENT PROPOSED (7i STEEL PIPE FOUND (INSIDE DIAMETER AS NOTED) .. UTILITY POLE - x WIRE FENCE - - PROPERTY LINE - --- -- - EASEMENT OR RIGHT-OF-WAY LINE - - - - SETBACK LINE C%O I/C. _ . - . - ZONING DISTRICT LINE - - - - - - - LINE AS SURVEYED BY OTHERS -----w---- APPROXIMATE WATER LINE ----- c ---- APPROXIMATE NATURAL GAS LINE EXISTING GROUND CONTOUR LINE 7xzxxxxxx�o STONE FENCE CITY CLERK'S OFFICE RECEIVED FOR T O'CLOCK _ M., AND R �II�VOL. OF MAPS ON PAGE (\��F 9" ATTEST S. BURLIYWVT. MUNICIPAL C K S 73'58'48" E� ,ALU PROPERTIES, GIG. AND OTHERS 0 FOOT WIDE SEWER EASQ&NT 109 OLUME 215, PAGES & DATE OEM REVISED STEET NAME J BY 02-22-02 ADDED STREET NUMBERS 1'A LOTS JPK DATE REIOpI SHOW ACCESS ROAD BY 02-08-02 & WETLAND BUFFERS I JPK PIZZAGALLI PROPERTIES, LLC P. 0. BOX 2009 SOUTH BURLINGTON, VERMONT 05403-2009 BOUNDARY PLAT SHOWING SUBDIVISION OF LANDS OF PIZZAGALLI PROPERTIES, LLC HINESBURG ROAD SOUTH BURLINGTON, VERMONT %(WY MRM Donold L. Hamlin 1" = 40' 01-250 Consulting Engineers, Inc. Dfaw MRM R, Defiled a* DLH F....urr 1 1 Of 1 e 1-21-02 F ONTRACTOR$HALL NOTIFY 'DIGSSAFE" AT WARNING:8-344-7233 PRIOR TO ANY EXCAVATION FATALLY TOXIC GASSES MAY BE PRESENT CATIONS WHICH MAY BE IN THE IMMEDIATE IN UNDERGROUND PIPING SYSTEMS AND \ VICINITY D< UNDERGROUND UTILITIES. WASTE SYSTEM STRUCTURES. tl 0 \ ` I \ `LI C8#3-378.09 RBIMINV. OUT-371.116 �1 8' NV. IN-372"06 RM-383,50 \ \ HORN IT INV•379.40 SWO13 RIM MV. I0 8' INV. OUT.355.80 RC M/.J86.31 8' INV. IN•3Se.]0 \ 45• BEND \ REMO @ RESET 7 SIGNS, I 0305 MV.-3 AS MY i NOTES: 18' INV.-379.70 \•.., \ _ ,�/ <�� / j 1. TOPOGRAPHY AND BUILDING LOCATIONS ARE BASED ON A TOPOGRAPHIC SURVEY PERFORMED ON 01/21/96 AND OCTOBER 2001. CBO6 45 E l31D• \ l / / �Y \\ i 2. ELEVATION$ ARE BASED ON U.S.G.S. DATUM TAKEN FROM A BENCHMARK AT THE NORTHWEST CORNER OF THE NEW ENGLAND 18" ENV.:3 3,32 TELEPHONE PROPERTY LOCATED ACROSS INTERSTATE 89 FROM THE 4LLE1 PROPERTY. BENCHMARK ELEVATION WAS nBTAMED FROM l)\I'l'' •�� a FRED KOERNER. P.E.. BURLINGTON. VERNONT. CBOT 3. LOCATION OF THE EXISTING 24' WATERLINE WAS OBTAINED FROM RECORD DRAWNG$ AT THE CHAMPLAM WATER DISTRICT OFFICE. RIN- � i 1 �'. 4. ME CONTRACTOR SHALL COORDINATE ALL MURK INSIDE ME ROUTE 116 RIGHT -Di -WAY WITH THE VERMONT AGENCY a F%ISTINC y 18• MV..3]3.97 TX_f Vr BARN i EXISTING 24' c E^ l TRANSPORTATION DISTRICT OS OFFICE. �_� NEW f{� 9.1. WATERLINE. EXISTING CULVERTS \` / w 22.5'�ND,A DEPTH UNKNOWN C809 .00 TO REMAIN \ I 5. THE CONTRACTOR $HALL MINIMIZE DISTURBANCE TO THE EXISTING PAVEMENT. ALL PAVEMENT AND GRAVEL SUBBASE \T` 18 INV.-J74.31 \ ✓ i/ .' REPLACEMENT SHALL MATCH ME THICKNESS OF ME EXISTING PAVEMENT AND GRAVEL SUBBASE. REMOVE k REPLACE g: 2' NEWT RIM - EXISTING PAVEMENT 6. A MINIMUM OF TWO-WAY TRAFFIC ALONG ROUTE 116 AND A MINIMUM OF ONE-WAY TRAFFIC ALONG OLD FARM ROAD SHALL BE /���/ 4S' BENDS 18' NV0.31 \\ k CURSING ( I 1 ENIS I'.NL: MAINTAINED AT ALL TIMES. NEW 3' CL 160 PVC '$� 1_ I� ' ( 1C6B INOV,•J74.N FORCEMAIN o ( 16" wv..3]ase NEW 8'. 271' SDR35 PVC 1 \ NEW 6'. 327 4 Cori 1%$TNG CMP CULVERT S•0.0600 FT./M IN PVC RIM•378.35 NEW 8' END CAP $� \ `�$$.0.0f 00 fT./FTPe 18' INV.-}]4.55 f B \ Y NNEO•r \ T I /I ^' TO REM!IN- ._�- k THRUST BLOCK ro 1 '\ EN VE -` 4 !60' AIDE � P\A. ' / EXISTING AIR RELEASE MANHOLE NEW MT.INKCP CAIENVALVE > 1 1 R.O.W. •� \ E%ISTIN WATER SERVICE _ u TO REMAIN rL•��J�' �'� EW 3" `\ PM UNNNOMN — NEW 18". 27' HOPE 1 " 45' BEND i EW NET TAP RUSSELL TILLEY 1\ \ 1 / E NSF MYDRAN�T I -i X I NEW AUXILIARYDISCHARGE MANHOLE. W 22-1 2' BEND ] �THRUST BLOCK ASSEMBLY Y `A ' ' .-\ I 1 SEE pEtNL \� EXISTING POLE - , X ` VA.O, i. TO REMAIN ' ` NEW 8'>t 1J1' SDR35 PVC •{ / ,.0✓ _ 1 EW 20 1MgE 1 NEW PUMP STATION GONG. uWUNf NT"" \ \\ 1 \� 1\ f EW 3" IN 160 PVC __ 4 NEW 3 5-0.0222 Fi. /ft. .'i'' ,..✓ I f : I 1 GRAVEL i1MYE \ 1 \ Y PIN-36550 \ i FORCEYAIN _ D. 160 PVC 0 EEEMMM+"4 " INV. IN-3560p (STUB) EXISTING 30' \ \ / FORCE 0Aj 1 1 1 \ I 1 1 1 1 B" INV. IN-35628 $IEEE $LEEVE��'�'—}� NEWWAT8' D I BnaN / \ + $MN I \ / 11 `SEE DETAIL 1�' II 11\ 1\ 1 11 \ I 1111 i I T FS1U8 FORWN REOUY NEW 8'48' lEE AND O2 '„,O 1 l 1 \ 6' GAYE VALVE 1 ♦\ rBN9 _ CB/11 \ '1 1 \ 1 W 6'n 12' SDR]5 PVC Ili \ \ a \ I 1 NEW 18'. 27' HOPE $. HE O NEWO.00SAFT.t/8', •� I `S.OA05 FT/FT.. A n �y.�, V A, 1 I 11 I 1 I 1 1 ,f \ \ REMOVE @ RESET f/ 5 lei HDPL /� -0FT/FT.1 1 1 7 I L \ ! EXISTING SON �ENOVE EXISTING TREE \ /i .005 I CBOB I \ 11 I I I I I 1 1 I � \ NEW FORCENNN AIR RELEASE W NEW CONCRETE EW 6/ CLEAN -UT MANHOLE, - +.Fy/I \ I \ I 1 1 \ ` CURB '+ 59' SDR35 PVCSEE 5-0.0208 FT./". I \ \ \ 1 1 I I 1 I \ ! NEW HYDRANT NEW BIT. CONC • / > i� f • I 1 I 1 \\I ASSEMBLY BIKE PAM� CBO5 / NEW 8'F 5' CAST IRON NEW 18'. 75' HDPE JIEw 6" D.I. NEW I 1 1 WATERLINE M $ _R NEW 8' CLEANOVT f S•0.0208 FT, /fT. 5-0.005 PT. /FT. CB(1 \ 1 11 11 1 1 1 i 1 \ 1 < GATE VALVE j / C9114ti Rs WATER NEWRACE\ I 1 1 ( 1 1 \ \ TI YFAMILY 12r H \I \ \ \ LLE NEW Is 2' HOPE a s-o.ow FT. FT. 1 \ \ LIMITED PARTNERSHIP I s-o.00s FT./FT. f /I / ( 1 1 1 \ \ \ \\\ NSF . --- 6 RELOCATE EW BITUMINOUS ?. EXISTING SIGN ONCRETE ROADWAY, \ SEE ROADWAY DETAILS � IRON PIPE- (2) 8' 45' 1. s \ / �� REMOVE MBUSY BLGbCCINrS / EXISTING TREE \ •.\ / // 11 11 \\ \ \ \ \\ \\ \\ EW CONCRETE CURB` \ ) t m� '111 BENDS �1 \11,1 i \ O I I l / / \\ \ NEW to'. 119' HOPE_ 1 I ` i NEW 16'A ,84' HDPE 1J 1\ 1\ \\ \\ \\ \ \ \ \1h11 / s.0.o05 FT./FT. v 1 A I / S-o.00s T./TT. S NEW MGHT,n.TUBE 175 WATT, MET HAUDE 18' MOUNTING HEIGHT- \ \\; \ \ \ Ce / \ \\ 19%,1141-373.00 1 \ 1 l \ \ 1 \ )\ NEW t8'. 9e• HOPE�J i0 S.oIW5 FT./R. NEW TYPE' / / y i 11� v v v v STONE PAD v� v I NEW UNED GRASS ITCH 011E pAD1 1e' INv.:37e.a NEW STONE q • LINED DITCH //j 1 11 \1 a 1 i ou eT soNTRucRE uu� NEnuHoss m , / - �r I,I \\ �f, \•� I / / —T _ _ uecD micH '�1 - �•IQA\ 9 NEW STONE LIMIT OF CLASS IN m LINED DITCH WETLANDS CLASS It WETLAND UMI 7BM -TOP OF CpJCRETE MONUMENT NORTH STATE OF VERMONT - INTERSTATE 89 LRETENTION BASIN BS' WEST OF HINESBURG ROAD OVERPASS, OVERFLOW SPILLWAY NORTH EDGE OF R.O, W.. INTERSTATE B9 EIEV. - J90.45 (U. S.QS. DATUM) Teo DATE REVISION BY :A TENT PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 PROJECT TITLE MOUNTAIN VIEW BUSINESS PARR HINESBURG ROAD DRAWING TITLE SITE PLAN Survey HRv Donald L, Hamlin Consudlinq engineers, Inc. SEde F•e4D DATE REASON BY Design ✓Px � of-25C 0 o ao ao m6iiii�Px DATE RE\19ON BY Drawn le Scale 9" = 40 SO. BURLINGTON, VERMONT 05403-2009 SOUTH BURLINGTON, VERMONT ftru Sheet DATE RPAgp BY C,Ne6ed RFH Growing 2 DATE REMSN)N BY Dale - — /^' �i g�SSWt TARCi40fd, i�899110ft/ J THE CONTRACTOR SHALL NOTIFY "DIGSSAFE' AT I WARNING: 1-868-364-7233 PRIOR TO ANY EXCAVATION FATALLY TOXIC GASSES MAY BE PRESENT AT LOCATIONS WHICH MAY BE IN THE IMMEDIATE IN UNDERGROUND PIPING SYSTEMS AND VICINITY OF UNDERGROUND UTIUTIES. WASTE SYSTEM STRUCIURES. EXISTING SMH RIM-330.31 INV IN-318.8�111T]1,10 10'NVIN-11B.1. NOTE tOPOCRARHY AND BUILDING LOCATIONS ARE BASED ON A TOPOCAAPHIC SUPVEx PEFIORMED ON Ot /�1196 AND OCTOBER 2001. %ISTING INV. OVT,318.19 7. ELEVATIONS ARE BASED ON U.S.G S. DATUM TAKEN FROM A BENCHMARK AT THE NORTHWEST CORNER OF THE NEW ENGLAND TELEPHONE PROPERLY LOCATED ACROSS INTERSTATE 89 FROM THE TILLEY PROPERTY, BENCHMARK ELEVATION WAS OBTAINED FROM _NEW 10' SDR35 PVC SED.0100 FT/FT. / 1 \ NEW SMH RIM.333.]] 10" INV. IN-319.9 (NORTH) iREO KOERNER, P.E.. BURLINGTpi, VERMONT. 3. LOCATION OF THE EXISTING 24' WATERLINE WA$ OBTNNED FROM RECORD DRAWINGS AT THE CHAMPLNN WATER DISTRICT OFFICE. Ste_ 3' INV IN-3Y8.50 (FORCEMAIN) 3' INV. IN-320.00 (FORCEMA ) 10" INV. OUT.319.8 A. THE CONTRACTOR SHALL COORDINATE ALL WTIRK INSIDE THE ROUTE 416 RIGHT-OF-WAY T. THE VERMONT AGENCY A TRANSPORTATION DISTRICT /S OFFICE. S. THE CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING PAVEMENT. ALL PAVEMENT AND GRAVEL SUBBASE Gi • Tom+ _ R'CaPNEP C. KRESS, LLS iIMYEY ! REPLACEMENT SHALL MATCH THE iNICKNE55 OF THE EXISTING PAVEMENT AND CRAWL SUBBASE. •��++ \ \ ! WO-W Y TRAFFIC ALONG ROUTE 116 AND A MINIMUM OF ONE-WAY TRAFFIC ALONG pA FARM ROAD SHALL BE 6. A M IIM AT F TWO-WAY TOIL REMAIN POLE -...,,� NEW 3CL 160 PVC FORCEMNN ��``_� • I'.;+-'�\ 5� ' -. :;+5• IUE (...� ;.�t`�.' TCH TEX15TING STONE O BE RESTORED UONNEDpCOMPLETION OF FORCEMNN INSTALLATION Ro i I _R EXISTING 18' HOPE CULVERT, \ �`�.,� 1 t'I ..• �"4V,. I AILBOX TO RESET. ASNECESSARY NEW FORCEYAW CT ``_4LEAN-OUT \- MAMIOLEWJ ! \`' '•. SEE DETAIL \ REMOVE h RES E%ISTING B 1- 10 1 MAC 1 ODE. ORi NTAIKW 0 � �� <i TREE POLE k TRANSFORNER BE DISTURBED EXISTING 16" HOPE CULVERT _ ANO WOOD POST i\- ` �TO BE RESET, AS NECESSARY OF FORCEMNN+INSTALLATION�,� REMOVE h RESET _ \ A' GPANITE ` \ �•�'^� E%ISTING MAILBOX ` YONWENT WTH CENTEP HOLE 3' CL 160 PVC - i� NEW FORCENMA ` \ CLEAN-W SEEADE TM \ \ \ \ \\` \ v.A.O T._ \ \ REMEXISTING SIT CDC. MDNUMENI \ NEW 3' AS' BEND qR so l'/ �Cvw VAOI. COMG NMRIEII DATE REW90N BY CLIENT PIZZACALLI PROPERTIES, LLC P.O. BOX 2009 PRORT TITLE MOUNTAIN VIEW BUSINESS PARK HINESBURC ROAD DRAWING TITLE SITE PLAN Survey Ronald L Aamlin gineell2nq L'ngineers, Inc. SEde Y-4t DATE REA90N BY Design JPx Job oT—z; Re 0 0 40 90 120 DATE REVISION BY fOWn rrx Scale 1" = 40' SO. BURLINGTON, VERMONT 05403-2009 SOUTH BURLINGTON. VERMONT f 36 Marl Sl.eed �Wsses Jufeclio+A V,—.i DATE REN90N BY Checked AFN Dlawleg 303ID6102 DATE REVISION BY a 5 TLIjE GULCH 1" TYPE III BITUMINOUS CONCRETE WEARRNG COURSE EMULSIFIED ASPHALT TACK COAT VRB ' TYPE 11 BINMINOUS DETAIL �'� CONCRETE BASE COURSE 3:1 (H:V)' MIN. MIN. "�� r 4' T / LIME. MIRAFI 500X / GE TEXTILE FABRIC MINIMUM 24' OVERLM 4' TO SOIL -FERTILIZE g' PLANT MIXED GRAVEL \ MIRAFI 500% 18' OENSE GRADED CRUSHED STONE �- FOIEXTILE FABRIC UME. SEED. @ MULCH (VAOT SPEC 0704.05 FINE) (VAOT SPEC #704.06) MINIMUM 24" OVERLAP 12' PLANT MIXED OR (VAOT SPEC #704.05 FINE) TYPICAL ROADWAY CROSS SECTION NTS 20' 4' TOPSOIL-FERTILIZE. 4' TOPSOIL LIME, SEED R MVLCH LIME. SEED, k MULCH LIME. 3.1 }1 IN: V) MIN ✓' MIN. MIRAFI 50OX GEOTEXTILE FABRIC-/ 12' PLANT MIXED GRAVEL MINIMUM 24' OVERLAP (VAOT SPEC #704.05 FINE) GRAVEL ACCESS DRIVE TYPICAL CROSS SECTION NTS 1/4' RADIUS 1/2' RADIUS 7' 1' 3A00 PSI CLASS B CONCRETE CURB 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/9' JOINTS BETWEEN SECTIONS. 2. EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20 WITH 1/4- THICK PREFORMED EXPANSION JOINT FILLER MATERIAL C13WORMING TO AASHTO DESIGNATION M-1533. 3. CURB REVEAL AT DRIVEWAYS SHALL BE 1-1/2- MAX. 4. CURB REVEAL AT ALL HANDICAP ACCESSES SHALL BE A MAXIMUM OF 1/4'. 5. ALL RADII LESS THAN 200' SHALL BE FORMED USING FLEXIBLE FORMS. TYPICAL CONCRETE CURB NTS MATCH EXISTING 1/2' RADIUS FINISH REVEAL GRADE CONCRETE CURB, SEE DETAIL TYPICAL CONCRETE CURB TAPER DETAIL NTS, g L . 1xo.o0 E g K . 40.00 ? 7{ " E � 0.43 TYPICAL ROAD AY GRAVEL ACCESS DRIVE R i CROSS SE ION TYPICAL MOSS SECTION 4S S 395.00 4 RW - d " ' 395.00 z E3 VPI STA . V VPI EL - 37 ♦87.55 .60 P� d i L . 300.00 K . 50.00 NE HYDR NT ASSEMBLY < E 2.23 sod i 390.00 390.00 ____- _ _ �E%ISiING GRADE FINISH 81 GRADE 8IXE PATH (RIGHT EDGE) p NEW HYDR T ASSEMBLY 385.00 385.00 45 BENDS _ FINI GRADE OF_ ROADWAY NTEPUNE i NE (C D.I WA ER 380.00 SE CE CROSSING ` IEW 8' D.I. WATE LINE y 3' EXTRUDED POL STYRENE FOAM INSU TON. ` ` USE TWOLAVER EACH 1-1 /2' THICK JOINTS STAG NI RED. `\ 375.00 375.00 CL 160 PVC W 8' SDR33 PVC EW 8' LATE VAL \ N F DEM 3' EXTRUDED POLYST RENE FOAM INSULATI \ H Z USE TWO LAYERS, CH 1-1/2- THICK. WIMD-W STAGGER 8' END CAP370.00JOINTS THRUST BLOCK 370.00 \ o 00 365.00 _ NEW 8' SDR35 ,"A PVC N `Q ^ 5-0.0600 FT. T \ `\ 0.00 360.00 EN 3' IS BE I� 5 00 355.00 , $ DESM ELEV. EXIST. ELEV. <t Ln O Ln M O In N N Ln O Ln M In Ln to L,'1 u) Ln u-) O }' (O Ln O) r M (D M �t (D O) O CO 00 K) M M N r O r 1 O) M O O O 7 00 � F') 00 rn K) (D Ln � M O) 00 O) 00 O) O O) O O) O) 00 O) r 00 (D r Ln (D 4 4 M 4 N r'7 N ai 00 M 00 N It O) O Ln Ln a (o DO 00 Do 00 0) oa rn oo OD 00 CO 00 00 GG 00 00 GD oo 00 00 00 Do 00 Do CIOr Do r Do r r r r (D r (D cD M M M M M M 1'') rn M M M 350.00 350.00 M M M M M M M M ) M I'"') M M M M M M M M M M M M M M M M 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 151-00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 &4 won, SCALE: 1 "= 40' VERT: 1 "= 4' DATE REVISION BY CLIENT PIZZACALLI PROPERTIES, LLC P.O. BOX 2009 SO. BURLINGTON, VERMONT 05403-2009 PRUCT TITLE MOUNTAIN VIEW BUSINESS PARK HINESBURG ROAD SOUTH BURLINGTON. VERMONT DRAVING TITLE ROADWAY PROFILE & DETAILS Survey ArRH Ronald L. Hamlin COnSull2nq iflngineers, Inc. /36 Pear[ S[Teet Esses ✓unction, T/ermont Scale SHOW GATE REVISION BY Design ✓ax � o>-z: DATE REVISION BY Brown JPx Fie DATE REVISION BY Checked RFH prDeng 4 DATE REVISILN BY Date 03106102 I 90 3 390 385 385 — s 3 380 380 -- EXISTING ADE _ -- / 375 375 _-- �� , DE AM ITN E STING 18- HDeE ULVERT i USE A AS. FARE 1 1 ULLA JOINTS STAGOE TM� D. ')STING RESET, AS NE(ESSARV i ' 370 370 / / / 365 365 / / EW I- IL 110 111 rORCEMAIN F 360 360 - / s / / g^ / tl �' 355 355 ' EXISTING IS' HDP CULVERT RE RESET. AS I ECESSARv / MWMU COVED 350 350 -- / / / / / 345 345 / EXISTING ADE-\ / g 340 340 335 335 w 3' rORCEM 60 P. N 330 330 I INSTALL EB ND J' AP 325 325 r TEE 320 320 m ,89 Xtl�n� 3 .$a 315 315 a ,1, 310 310 % 305 14+00 14+50 15+00 15+50 16+00 t6+50 17+)0 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 ft? 11v` o• O SCALE: HORIZ: 1 "= 50' VERT: 1 "= 5 DATE REVISION BY CJCNT PIZZACALLI PROPERTIES, LLC P.O. BOX 2009 SO. BURLINGTON, VERMONT 05403-2009 PROJECT TITLE MOUNTAIN VIEW BUSINESS PARK HINESBURG ROAD SOUTH BURLINGTON. VERMONT DRAWING TITLE FORCEMAIN PROFILE Survey �� Donald L. Aamlin Consulting fngineers, Inc. 196 fear! SY14 f'ssez ✓urJclion, YeTmant Scale sHora DATE REVISION BY Design ✓ax Job 01-261 DATE REVISION BY DrGm ✓Px r1P DATE REVISION BY Checked ME Drawing 5 DATE REVISION BY Dote 09/OB/t7E 1�IP NEW HYC RANT ASSEMBLY � 390 390 — — _ J / _ _ 0 in GRADE R FORCEMAR! Z %IS TO G NAPE CU RE1B' SET. AS NECE RT SARY 1\/ ` -_=� FINSI"M OVER CRAGE ATER 11 E NEW Hn RANT ASSEMBLY- F MINIMUM COVER (FORCEMAM) MINIMUM COVER (WATERLINE) I OVWS E FdICEMAIN 385 385 / _- ----- E%1511NG OR OVER FORCEM NEW B" 45' BEND EW WET TAP. 45- KND - EW W D.I. TO EX STING 24' D.I. E D.I. - " - FINISH / NEW 3" fORC NEVB" GAME V VE SE SSI G VICE CROSSING IC ` A OVER WATER NE 38O 380 / / AIN \ .1. WA RUNE \ \ %ISIWC Gfl � / Fr IB \ OVER iORCEM _ EW B. DI. WATERLINE Z " EXTRUDED POL STYRENE FOAM LATION. \ _ USE TWO LAYS EACH 1-1/2" JOINTS S ICIf. M AGGERED. n 375 375 VALVE \ %ISnN 24' D.I. WAMRU E CROSSING. 3 EW FOR 3" OL 160 PVC MAIN \ \ FINISH GRADE DEPTH NKNOWN \ OVER FGR *�EXI - 3" U %iRUDED POLYS TWOLAYERS FNE FOAM NSA CH 1-1/2" 1HIC ndl. WI n ^ EW B' ENDAP \ TINC WATER SER ICE, JOINTS STA RED. ^ k THRUST BL \ 370 370 GE NKNOWN i (� \ R %IS C 24' D.I. WATERLINE, I �;& \ \ & , DEP UNKNOWN \ \ 365 365 3" CL I. PVC -, FORCEMMN MINIMUM COVER (FORCEMMN) 360 360 B" SDR35 I VC SEWER SERVICE S 8 PE (CAPD) 355 355 — 8 R 350 350 --- i� 8 � L " 345 345 i a if y" t7 340 340 27+50 28+00 28150 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 C`4'o f 41? so v Q OCR? I %tl, - I,Vwo� SCALE: HORIZ: 1""= 50" VERT: 1"= 5" DATE REVISION BY CLIENT PIZZACALLI PROPERTIES. LLC P.O. BOX 2009 SO. BURLINGTON, VERMONT 05404-2009 PROJECT TITLE MOUNTAIN VIEW BUSINESS PARK HINESBURG ROAD SOUTH BURLINGTON. VERMONT DRAWING TITLE FORCEMAIN & WATERLINE PROFILES Survey Donald L. Aamlin Consulting fngineers, Inc. 6s/as war! srV ses Junction, Vermont ;tole SHO1 DATE REVISION BY DesDesign jpx ioD Ol—i DATE REVISION BY Drurn JPx Fie DATE REVISION BY Checked R P'l� Drawing 6 (DATE REVISION BY Date 09/U6/DY —VARIES, SEE PLAN TYPE 14 BITUMINOUS 4CRETE BASE COURSE _EMULSIFIED ASPHALT TOPSOIL -FERTILIZE. i, SEED, B MULCH 1-T TYPE II BITUNINI } 1 (H: V) CONCRETE BASE COURSE 3:1 (H: V) MIAA�....',. MIN. 6" PLANT MIXED GRAVEL MIRAFI 500% (MACY SPEC M704.05 fln4) OTEXTLE FABRIC MINIMUM 24" OVERLAP 1B' DENSE GRADED CRUSHED STONE (VAOT SPEC 0704.08) TYPICAL PARKING CROSS SECTION HIS 1/4- RADIU 1/2" RADIUS 7' 1" Cr. PSI CLASS B CONCRETE CURB 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/8" JOINTS BETWEEN SECTIONS. 2. EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' WITH 1/4" THICK PREFORMED EXPANSION J04NT FILLER MATERIAL CONFORMING TO AASHTO DESIGNATION M-1533. 3. CURB REVEAL AT DRIVEWAYS SHALL BE 1-1/2' MAX. 4. CURB REVEAL AT ALL HANDICAP ACCESSES SHALL BE A MAXIMUM OF 1/4". 5. ALL RADII LESS THAN 200' SHALL BE FORMED USING FLEXIBLE FORMS. TYPICAL CONCRETE CURB NTS 4" THICK 3,500 PSI_ WIDTH AS BROOM FINISH WITH TROWELED EDGES. CONCRETE WALK SHOWN ON PLANS %POSED AGGREGATE SURFACING ON ALL RAMPS. 4' TOPSOIL -FERTILIZE 6. LIME. SEED, 8 MULCH S . 1/4" PER FOOT 6 PLANT MIXED GRAVEL (VAOT SPEC /704.05 fin*) NOTES: 1/4" PREFORMED JOINT FILLER SHALL BE CAST IN EXPANSION JOINTS EVERY 20 FEET. FALSE JOINTS SHALL BE PLACED EVERY 5 FEET, PLANT MIXED GRAVEL SUBBASE SHALL BE COMPACTED TO 95X OF THE MAXIMUM DRY DENSITY USING THE STANDARD PROCTOR TEST, ACCORDING TO ASTM 0698. TYPICAL CONCRETE SIDEWALK NTS 1-1 -"NEW 6' x 6' P.T, WOOD POST THREAD I EW 3/8" STAINLESS STEEL CHAIN 4' TOPSOIL -FERTILIZE. `LIME SEED. AND MULCH I `GRAVEL ACCESS ROAD. SEE PLAN If L CHAIN GATE DETAIL NTS I" TYPE III BITUMINOUS SMOOTH CUT EXISTING BITUMINOUS CONCRETE CONCRETE WEARING COURSE PRIOR TO PAVING. ALL JOINTS SHALL BE THOROUGHLY CLEANED AND COATED WITH TYPE II BITUMINOUS CONCRETE EMULSIFIED ASPHALT. /Al REWIRED TO MATCH EXISTING 12" PAVEMENT THICKNESS (1-1/2" MINIMUM) EXISTING BITUMINOUS CONCRETE EMULSIFIED ASPHALT TACK COAT -ill1� 1111� ll1LIt'µI-L•1: 11 •'. ". ,. ^NEW GRAVEL SUBBASE SEE TYPICAL SECTIONS. NOTE: ALL BACKFILL TO BE THOROUGHLY COMPACTED IN 8" LIFTS TO A DENSITY OF 95X OF THE MAXIMUM MIRAFI 50ox GROUND DFY DENSITY USING THE STANDARD PROCTOR TEST, STABILIZATION FABRIC ACCORDING TO ASTM 0698, MINIMUM 24" OVERLAP TYPICAL PAVEMENT MATCHING DETAIL NTS HATCH EXISTING 1/B' RADIUS FINISH REVEAL GRADE P --------- - \T -�'-8" `CONCRETE CURB. SEE DETAIL TYPICAL CONCRETE CURB TAPER DETAIL NTS EXPOSED 5• AGGREGATE-,,T-'+ -NEW SIDEWALK FINISH^- YR. -- -r— s -BROOM FINISH \ 2Q +" 4 0! I MAX T' REVEAL -NEW CURB (TYPICAL) _�' MIN: ._TYP.`� 6' MIN:-- \-1/4' REVEAL (MAX.) TYPICAL HANDICAP SIDEWALK ACCESS NTS ANCHOR BALES WITH 2 - 2".2'%3' STAKES TO BE INSTALLED AROUND CATCH BASIN DURING CONSTRUCTION AS ORDERED BY THE ENGINEER FABRIC TO BE WRAPPED MIRAFI 14ON FILTER FABRIC COMPLETELYSECUROUND GRATE OR APPROVED EQUAL TO BE �IIIID1� INSTALLED AND MAINTAINED INAS IIIII I ORDERED BY ENGINEER -1 ❑00001 ❑130110i ❑oaao ❑ 0 O 0 _„_ STORM ❑ O O 0 0 - DRAINAGE STRUCTURE FINAL ELEVATION TO BE SET AFTER BASE COURSE PAVEMENT HAS BEEN INSTALLED BALED HAY PRE-WEATHEREO OAK OR METAL FENCE POST .SECTION 'A'. l SECTION TOP VIEW OF JOINING FENCE SECTIONS PRE -WEATHERED NTG OAK OR METAL i- FENCE POST SEE TOP VIEW FOR pIRECTON OF _._ -RDN FL W ATTACHMENT OF JOININGSECTIONS B' TYP. OF " N _ B-CdIPACT SOIL InSECTION 'A" SECTION-' ' BACKFILL x� \. 01 SIDE VIEW NTS U I U U MIRAFI ENVIROFENCE OR APPROVED EOUAL TYPICAL TEMPORARY EROSION CONTROL FENCE NTS TYPE II STONE FILL -hp, 2 CHECK DAM d *` AL J _TYPE II STONE FILL TYPE II STONE FILL CHECK DAM ,.A CHECK DAM n l �_ c+nuca'i*mmn t SECTION A -A � NTS NTS TYPICAL GRASS LINED DITCH WITH STONE CHECK DAMS rm5 C4 ��g ✓� �s'� 41 PIZZAGALLI PROPERTIES, LLC ' MOUNTAIN VIEW BUSINESS PARK P_0_ BOX 2009 HINESBU C ROAD DRAWING TITLE Donald L. Hamlin Cons?dlinq fnaineers Inc. TYPICAL TEES AND CAPS 3.000 PSI CON THRUST BLOCK END AREA BEARING ALAI TYPICAL BENDS NOTES ALL BOLTS AND NUTS TO REMAIN ACCESSIBLE AND ARE TO BE COVERED WITH PLASTIC TO PREVENT CONCRETE FROM ADHERING TO THEM. BASED ON TESTING PRESSURE OF 200 PSI AND BEARING CAPACITY OF SAND OF 2000 LBS/SQUARE FOOT. FITTINGS SIZE 6" 6" I to.,le 11-1/4° OR 22-IIZ 3.0 3.0 4.0 6.0 464 3.0 5.0 8.0 11.0 90" 6.0 10.0 14.0 20.0 TEES OR END CAPS 4.0 7.0 10.0 14.0 VALVES 2.0 2.0 2.0 2.0 THRUST BLOCK END AREA (SQ. FT. BEARING AREA) NTS LEFT TURN OPENING NOTEM, TRAFFIC MODEL ALL JOINTS BETWEEN THE MAIN AND HYDRANT MEETING HYDRANTS SHALL BE RESTRAINED WITH ^AWWA C-502 DUCTILE IRON "GrIpRIRq' TYPE CONNECTORS.SPECIFICATIONS WITH 5-1/4' VALVE, 0 (2) 2-1/2" BUTTS, (1) 4-1/2- STEAMER 6" CAT(VALVE-',+,,.: I-J SET TO GRADE b.l MECHANICAL JOINT •_- -TH000 PSI CONCRETE YDRANT Ef-n. RUST BLOCK WATER MAIN-, ,. 9 SGUARE FEET WITH ANCHORS 3.000 PSI CEMENT CONCRETE THRUST BLOCK- .t-✓, SHOULD GROUND WATER CONDITIONS EXIST, HYDRANT DRAIN MUST BE PLUGGED, AS DIRECTED BY THE ENGINEER 1 6" CL 52 DUCTILE IRON PIPE TO BE �2" INSTALLED USING THE LONGEST ' DIA - POSSIBLE LENGTHS TO MINIMIZE CRUSHED STONE DRAINAGE AREA THE NUMBER OF JOINTS TYPICAL HYDRANT & GATE VALVE DETAIL NTS — ,.VALVE BOX SET .' TO GRADE y01E, ALL JOINTS BETWEEN MAIN AND I GATE VALVE -., BUILDINGS SHALL BE RESTRAINED WITH DUCTILE IRON 'GdpRh q" 3 \' TYPE CONNECTORS zo MECHANICAL JOINT TEE \ \ SLEEVE @ FOUNDATION - \ BY OTHERS WATER MAIN - 3,000 PSI CONCRETE - / THRUST BLOCK BUILDING OOTING CL 52 DUCTILE IRON PIPE TO BE INO L USING THE LONGEST POSSIBLE LENGTHSTHS TO MINIMIZE THE NUMBER OF JOINTS FINISH GRADE :-NAPE LINECUARD III DETECTABLE UNDERGROUND MARKING OR APPROVED EQUAL. CENTERED OVER THE PIPE. BURY 4' - 6- BELOW FINISH GRADE SELECT EXCAVATED MATERIAL < -SELECT EXCAVATED MATERIAL WITH STONES NO LARGER THAN a � CONPACT IN 12 LIFTS TO A 3" IN DIAMETER. COMPACT IN to DENSITY OF 95% OF THE 6" LIFTS TO A DENSITY OF 9576 OF THE MAXIMUM DRY DENSITY MAXIMUM DRY DENSITY USING THE STANDARD PROCTOR USING THE STANDARD PROCTOR ° " f TEST, ACCORDING TO ASTM D698 TEST, ACCORDING TO ASTM D698 _.• 3' x 36" EXTRUDED POLYSTYRENE FOAM INSULATION. USE TWO LAYERS, EACH 1-1/2" BACKFILL ABOVE INSULATION SHALL BE PLACED CAREFULLY THICK, ,NTH JOINTS STAGGERED. INSTALL WHEREVER CALLED FOR IN THE PLANS. TO AVOID ISULATION DAMAGE -FOR AREAS CALLING FOR INSULATION, SMOOTH AREA BEFORE 1'". CONTINUE PIPE BEDDING TO 3' ABOVE PLACEMENT OF INSULATION CROWN PIPE. -' SAND OR GRANULAR PIRE BEDDING COMPACTED TO A DENSITY OF 959 DUCTILE IRON WATERLINE--'" a OF THE MAXIMUM DRY DENSITY 1 - USING THE STANDARD PROCTOR TEST, ACCORDING TO ASTM 0698 TYPICAL TRENCH DETAIL, DUCTILE IRON WATERLINE NTS NOTES, ALL FITTINGS THAT ARE TO HAVE CONCRETE POURED AROUND THEM ARE TO BE WRAPPED WITH 4 mF POLYETHYLENE PRIOR TO CONCRETE PLACEMENT EXISTING ASBESTOS CEMENT WATERLINES MUST BE EXPOSED AND THE OUTSIDE DIAMETER OF THE PIPE MEASURED PRIOR TO THE TAPPING SLEEVE BEING ORDERED BY THE CONTRACTOR. �- ADJUSTABLE IRON VALVE BOX VAIN COVER MARKED 'WATER' �''.i TAPPING CONCRETE THRUST BLOCK - SLEEVE-' T A P P I NG VµVE SIZE DETERMINED BY SOIL CONDITIONSI, CONCRETE VALVE SUPPORT TYPICAL TAPPING SLEEVE AND VALVE DETAIL NTS FLANGED END CAP WITH TAP FOR 1' BALL VALVE ;.._(2) 3/4" RODS WITH DUC LUGS (DOUBLE NUTTED) COATED WITH ASPHALT SEALANT OR AN APPROVED EQUAL --3,000 PSI CONCRETE THRUST BLOCK TYPICAL WATER SERVICE CONNECTION DETAIL NTS CONCRETE THRUST BLOCK AGAINST UNDISTURBED SOIL CORPORATION STOP MUELLER H-15 OR APPROVED EQUAL :AL UG BOLTS AND NUTS TO REMAIN ACCESSIBLE AND ARE TO BE COVERED IN PLASTIC TO PREVENT CONCRETE FROM ADHERING TO THEM. RODS WITH STAR BOLTS (DOABLE NUTTED) NTH ASPHALT SEALANT OR AN APPROVED EQUAL r-GATE VALVE S 8 CONCRETE L-2—'f `MINIIMUMSWIDTHS D A. Of PIPE+2- TYPICAL END OF LINE PIPE ANCHOR m CENTER ONE LENGTH OF PIPE OVER SEWER 10' MINIMUM WATER SEPARATION DISTANCE 18' MNIMUM SEPARATION DISTANCE SEWER JI PARALLEL INSTALLATION CROSSINGS SEWER - WATER SEPARATION HORIZONATAL SEPARATION O ES SEWERS SHALL BE LAID AT LEAST TEN FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE OF PIPE TO EDGE OF PIPE MERE IMPRACTICAL DUE TO LEDGE. BOULDERS. OR OTHER UNUSUAL CONDITIONS, TO MAINTAIN TEN FOOT HORIZONTAL SEPARATION BETWEEN SEWER AND WATER LINES, THE WATER LINE MAY BE IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF IN THE SEWER TRENCH PROVIDED THAT THE BOTTOM OF THE WATER LINE IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. WHEREVER IMPOSSIBLE OR IMPRACTICAL TO MAINTAIN 18 INCHES VERTICAL SEPARATION, THE SEWER LINE SHALL BE CONSTRUCTED TO NORMAL WATERLINE STANDARDS AND PRESSURE TESTED TO 50 PSI FOR 15 MINUTES PRIOR TO BACKFILLNG. NO LEAKAGE SHALL BE ALLOWED FOR THIS TEST. CROSSING SEWERS CROSSING WATER MAINS SHALL BE LAID BENEATH THE WATER MAIN WITH AT LEAST 18 INCHES VERTICAL CLEARANCE BETWEEN THE TOP OF THE SEWER AND THE BOTTOM OF THE WATER MAIN. MEN IT IS IMPOSSIBLE TO MAINTAIN THE 18 INCHES VERTICAL SEPARATION OR WHERE THE SEWER MUST BE LAID ABOVE THE WATER MAIN: 1) THE CROSSING SHALL BE ARRANGED SO THAT ONE FULL LENGTH OF SEWER IS CENTERED ABOVE OR BELOW THE WATERLINE WITH SEWER JOINTS AS FAR AS POSSIBLE FROM WATER JOINTS: 2) THE SEWER PIPE MUST BE CONSTRUCTED TO WATER MAIN STANDARDS FOR A MINIMUM DISTANCE OF 20 FEET EITHER SIDE OF THE CROSSING OR A TOTAL OF THREE PIPE LENGTHS, WHICHEVER IS GREATER: 3) THE SECTION CONTRUCTED TO WATER MAIN STANDARDS MUST BE PRESSURE TESTED TO MAINTAIN 50 PSI FOR 15 MINUTES WITHOUT LEAKAGE PRIOR TO BACKFILLING BEYOND ONE FOOT ABOVE THE PIPE TO ASSURE WATERTIGHTNESS: 4) WHERE WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO THE WATER MAIN. TYPICAL SEWER - WATER SEPARATION REQUIREMENTS MS V V PROJECT TITLE BY BY PIZZACALLI PROPERTIES, LLC f MOUNTAIN VIEW BUSINESS PARK P.O. BOX 2009 HINESBURC ROAD um WATER DETAILS Ronald L Ilanlin JPK _ fYonsd1Zng \ ( JPK Tnaineerers Inc: FINISH GRADE UNEGUARD III DETECTABLE UNDERGROUND MARKING .-NAPE OR APPROVED EQUAL, CENTERED OVER THE PIPE. BURY 4* 6" BELOW FINISH GRADE SELECT EXCAVATED MATERIAL WITH STONES NO LARGER THAN VA .-SELECT EXCAVATED MATERIAL 3" IN DIAMETER. COMPACT IN 6" ''� COMPACT IN LIFTS TO A DENSITY OF 95' OF THE LIFTS TO A DENSITY OF 95R OF THE MAXIMUM DRY DENSITY MAXIMUM DRY DENSITY USING USING THE STANDARD PROCTOR TEST, ACCORDING TO ASTM p698 j ) THE STANDARD PROCTO2 TEST, ACCORDING TO ASTM D698 3" x 36" EXTRUDED POLYSTYRENE FOAM BACKABOVE INSULATION %-INSULATION. USE TWO LAYERS, EACH 1-1/2" ' SHALL BE PLACED CAREFULLY TO AVOID INSULATION DAMAGE "� THICK, WITH JOINTS STAGGERED. INSTALL WHEREVER CALLED FOR IN THE PLANS. SMOOTH AREA BEFORE FOR AREAS CALLING FOR INSULATION, _.. }a.' CONTINUE PIPE BEGGING TO 3" ABOVE PLACEMENT OF INSULATION - ... _f CROWN OF PIPE. PVC PIPE - - CRUSHED STONE TYPICAL TRENCH DETAIL PVC RaVITY SEWER WITS MANHOLE FRAME & FINISH GRADE, NEW RIM ELEVATION 3" ABOVE AREA GRADE, REGRADE SO THAT SURFACE DRAINAGE IS AWAY FROM THE MANHOLE COVER. REGRADE SO THAT A MONNG MACHINE CAN PASS OF THE STRUCTURE WITHOUT OBSTRUCTION, I PLACE TWO TRUE UNION BALL VALVES TO JOIN 3" SDR 17 HOPE TO 3" SCH, 80 PVC 3" H. so PVC NEW 3" Cc 160Pew _NEW 3" CL 160 PVC „)})});;;:�;`iii";4'r;��: FILL MANHOLE NTH BROKEN FRAGMENTS, r.`... .•:•.......... i;.i: E:•:i:9iil:iiiY.,,,, APPROXIMATELY 2'x6"h6" OF EXTRUDED I GAM INSULATION TO A POINT 36' ABOVE THE FLOOR OF THE MANHOLE TO PROVIDE FINISH GRADE - UNEOUARD III DETECTABLE UNDERGROUND MARKING �- TAPE OR APPROVED EQUAL, CENTERED OVER THE PIPE. BURY 4 6 BELOW FINISH GRADE r SELECT EXCAVATED MATERIAL WITH STONES NO LARGER THAN . e 1 ,-SELECT EXCAVATED MATERIAL COMPACT IN VA 3" IN DIAMETER. COMPACT IN 8" LIFTS i0 A DENSITY OF X' '� �V - ,.' LIFTS TO A DENSITY OF 95X OF THE 95% OF THE MAXIMUM DRY DENSITY r & ? V MAXIM VM DRY DENSITY USING l THE STANDARD PROCTOR USING THE STANDARD PROCTOR TEST, ACCORDING TO ASTM D69B / 4 I �` >?'.. TEST, ACCORDING TO ASTM D698 3" x 36' EXTRUDED POLYSTYRENE FOAM BACKFILL ABOVE INSULATION SHALL BE PLACED CAREFULLY '� i-INSULATION. USE TWO LAYERS, EACH 1-1/2•' r ky' THICK, W9TH JONTS STAGGERED INSTALL TO AVOID ISULATION DAMAGE WHEREVER CALLED FOR IN THE PLANS. -FOR AREAS CALLING FOR INSULATION, SMOOTH AREA BEFORE .._�� CONTINUE PIPE BEDDING TO 3" ABOVE PLACEMENT OF INSULATION - r ,•y---i CROWN OF PIPE. SAND OR GRANULAR PIPE BEDDING FORCE MAIN PIPE-' f;, ��.COMPACTED TO A DENSITY OF 95R x'lr^,r^-• '��Kx�"Y N . OF THE MAXIMUM DRY DENSITY USINTHE STANDARD P TEST, ACCORDING TO ASTMCTOR D698 TYPICAL TRENCH D TA L. FORCE MAIN NTS PLAN VIEW FORCEMAIN CLEAN —OUT MANHOLE DETAIL JVTs MANHOLE FRAME & COVE FINISH GRADE NEW RIM ELEVATION . 3" ABOVE AREA GRADE. REGRADE SO THAT SURFACE DRAINAGE IS AWAY CAST IN PLACE CONCRETE RISER RING FROM THE MANHOLE COVER. REGRADE SO THAT A MOWING MACHINE CAN PASS OF THE / I STRUCTURE WITHOUT OBSTRUCTION. / QUICK DISC NEC I / 4000 PSI PRECAST BUTYL ROPE / COUPLINGS I REINFORCED CONCRETE (TYPICAL) I SEWER MANHOLE ASTM C478-88 1/2' SHUTOFF ARCO 401 SERIES AIR VACUUM VALVE OR ENGINEER APPROVED EQUAL VALVE 5 I GALVANIZED METAL STRAPS, 'SEE I DETAIL 6" NEW 3" CL 160 I i" BLOWOFF I PVC VC x3 TWO 3""x3/16" VALVE ( FORCEM IN NEW 3" CL 160 PVC NGLES FASTENED NTH SHUTOFF_ I FORCEMAIN TO ANSIGNNSIOE VALVE WALLBOFTS MANHOLE I ^ ( I 24 2" CORPORATION I AND SADDLE I O 3/16" BOLTS e" L - - - - - - - - - -I 2"x3/18" GALVANIZED STEEL STRAPS, FORME TO FIT AIR VACUUM VALVE FORCEMAIN AIR RELEASE MANHOLE DETAIL NTS PLACE TWO UNION BALL VALVES ORE TO 3' SCH, 80 PVC. NORMALLY OPEN. 160 PVC T DUPLEX PUMP STATION WITH TWO HYDROMATIC SKHS200 SEWAGE PUMPS MOUNTED ON SLIDE RAILS PER MANUFACTURER - OR AN ENGINEER APPROVED EQUAL 6' SDR35 PVC SEWER SERVICE INSTALL WATERTIGIT CAP INV. IN . 356.00 NOSE THE CONTRACTOR SHALL SUPPLY SHOP DRAWINGS FOR APPROVAL OF PUMP STATION CONFIGURATION 6' PVC HIGH LEVEL ALARM & LAG PUMP ON-351.60 LEAD PUMP ON-351.50 PUMPS OFF.351,00 PIZZAGALLI PROPERTIES, LLC n nnv 9nno 8" SEWER INV. IN . 3 WATERTIGHT 80 LEBARON LC266 MANHOLE FRAME & COVER OR APPROVED EQUAL - FINISH GRADE ----CAST IN PLACE CONCRETE RISER RING / I / -4, BUTYL ROPE 000 PSI PRECAST - / / I REINFORCED CONCRETE (TYPICAL)\ / SEWER MANHOLE I ASTM C478-88 REINFORCED COPOLYME POLYPROPYLENE RUNG 11 2" O.C. 2-/FT. SLOPE -- I 3,000 PSI CONCRETE 1' FULL DIA. 1" THICK (MIN.) -� ` I CRUSHED STONE I _L I � HARDENED BRICK ON EDGE ASTM C32 1 GRADE SS MORTARED IN PLACE OR 81" L---------I HALF PIPE MORTARED IN PLACE SANITARY SEWER MANHOLE DETAIL NTS WATERTIGHT BOOTS OR AN / \ ENGINEER APPROVED EQUAL 1-1/2" CURB STOP WITH PERMANENTLY ATTACHED "T" WRENCH HANDLE THAT EXTENDS TO WITHIN 12" / \ AT ALL WALL PENETRATIONS OF THE RIM ELEVATION / PVCPIPE 1 / \` 3° D.I. PIPE 3" CHANGE FROI PVC \ \ 3" OJ. PIPE / 3" CHECK VALVE \ / (TYPICAL) 1D.I 60 PVPIPE / ... - / \ 3" GATE VALVE DUPLEX PUMP 3" GATE VALVE (TYPICAL) STAT ON AND AUXILIARY DI CHARGE MANHOLE PLAN VIEW im CAST -IN -PLACE ALUMINUM MANHOLE FRAME AS MANUFACTURED BY BILCO NTH FLUSH MOUNTED DIAMOND PLATE HATCH, 30%36" INTERIOR OPENING NTH RECESSED HANDLE FINISH CRADE� AND PADLOCK PROVISION, OR ENGINEER APPROVED EQUAL. FINISH GRADE -MANHOLE FRAME & COVER / 48" DIAMETER BUTYL ROPE - ..-"PRECAST CONCRETE -3" D.I. PIPE 3" TE VALVE 3" INV.:356.0 THREADED END CAP 3" TEE HECK VALVE :::CA 3" GATE VALVE CHAN CL 16 PVC PIPE 54.D0 3' 0". PIPE PER FT, (MIN.) CONCRETE MORTAR AND RUBBLE ILLED TO DIRECT ALL WATER INTO 1-1/2" PIPE 1-1/2' CURB STOP WITH ERMANENTLY ATTACHED VALVE STEM 6" CLEAN. CRUSHED STONE---' MIRAFI SCOR TILE FABRIC BENEATH CRUSHED STONE DUPLEX PUMP STATION AND AUXILIARY DISCHARGE MANHOLE DETAIL Jrrs ''ROJECT TITLE DRAWING TITLE MOUNTAIN VIEW BUSINESS PARK -24" RE AR MARKER SET JUST BELOW FINISH GRADE PVC WATERTIGHT / TO ALLOW LOCATION WITH REMOVABLE CAP WITH MAGNETIC LOCATOR INTERNAL THREADS 45- SDR 35 PVC ELBOW 45• SDR 35 PVC WYE SDR 35 PVC PIPE r SDR 35 CAST IRON PIPE SDR 35 / PVC PIPE FROM BUILDING PVC PIPE - / -FERNCO CONNECTOR TYPICAL CLEAN OUT DE.T_AIL NTS DJ. TO �^ '1 1ta�, Of `SO A \ '90nald L h'amlin �e i� NOTE: ALL BACKFILL TO BE THOROUGHLY COMPACTED IN 8' UFTS TO A DENSITY OF 95X OF THE MAXIMUM DRY DENSITY USING THE STANDARD PROCTOR TEST, METHOD A, ACCORDING TO ASTM D698. CATCH BASIN FRAME AND GRATE TO BE LEBARON MODEL /LF-248-2 TYPE F OR AN APPROVED EQUAL FINISH GRADE PRECAST RISER RING S T. GRISWOLD N530 PRECAST CONCRETE CATCH BASIN OR AN APPROVED EQUAL (REINFORCED 4,000 PSI CONCRETE) UNDISTURBED SOIL OR THOROUGHLY COMPACTED GRAVEL PRECAST CATCH BASIN with STORM DRAIN LINE MS VARIES VARIE VARIE 4" TOPSOIL -FERTILIZE LIME, SEED. &MULCH VAIES MIN.....<;. ...I.c 12" MIN. ..,,".:...• TYPICAL GRASS LINED DITCH NTS N" TOPSOIL - FERTILIZE. ARIE VARIE VARIE LIME, SEED, VARIES MIN (H V) IN • n:,::: y 12 MIN 54(���1�,�-- t w..✓ r �a . 18' TYPE I STONE FILL, MI RA 140N '^`W. {' F.) Y.f l 1 VAOT SPEC I(706, 04 GEOTEXTLE FABRIC '+'• � / ) DITCHES TO BE STONE LINED 4" WELL -GRADED IF SLOPE EXCEEDS 59 BANK RUN GRAVEL TYPICAL STONE LINED DITCH NTS STONE FILL #704, 06 TYPICAL STONE PAD DETAIL NTS FINISH GRADE UNEGUARD III DETECTABLE UNDERGROUND MARKING TAPE OR APPROVED EQUAL, CENTERED OVER THE PIPE BURY 4' - 6" BELOW FINISH GRADE SELECT EXCAVATED MATERIAL ,-SELECT EXCAVATED MATERIAL WITH STONES NO LARGER THAN - COMPACT IN 12' LIFTS TO A 3' IN DIAMETER. COMPACT IN 6' UFTS TO DENSITY OF 95% _ , .. DENSI7Y OF 95X OF THE MAXIMUM OR? DENSITY USING OF THE MAXIMUM DRY DENSITY USING THE STANDARD PROCTOR THE STANDARD PROCTOR TE57, ACCORDING TO ASTM D698 TEST, ACCORDING TO ASTM D698 _ 3' N 36' EXTRUDED POLYSTYRENE FOAM •-INSULATION, USE TWO LAYERS, EACH 1-1/2" BACKFILL ABOVE INSULATION SHALL BE PLACED CAREFULLYTHICK. WITH JOINTS STAGGERED. INSTALL . WHEREVER CALLED FOR IN THE PLANS. TO AVOID INSULATION DAMAGE -FOR AREAS CALLING FOR INSULATION. BEFORE ✓ CONTINUE PIPE BEDDING TO 3ABOVE SMOOTH AREA PLACEMENT OF INSULATION i ._� CROWN OF PIPE. 12 SAND OR GRANULAR PIPE BEDDING _ i \COMPACTED TO A DENSITY OF 95% HOPE PIPE OF THE MAXIMUM DRY DENSITY USING THE STANDARD PROCTOR TEST, ACCORDING TO ASTM D698 TYPICAL TRENCH DETAIL, HOPE STORM SEWER NTS CHANNEL INSTALLATION uI .� 1.71 T x xLl x wA,xna 10' X X 20" 1, PRE-- SOIL BEFORE INSTALINO BVNNETS, —U.N. APPLIGTION OF LNE, PEMIU.' AND SEED. x X x 2. REDMIf TME AND TOP OF THE ENNINEL TRIN. BY SO�NE TIE BU INEI IN A 6' DEEP N 6' WIDE TRENC1. 3 P011 LING —1 BLWNET 11 DRECICN OF —ER F— ON BOTTW OF —11, NOr BBCI(— µµEN NO(SILEBUNETSTM U. E A D.- REOWE BGE SFAIL HEf0E�1E OF ORO5ISNCBE ANOPCD IN B' OUR N 6' wDF OO— MCRM WW 3.8 STAPLES PER SQ YD 6, BMNHETS ON 40E SLOPES NUBT BE DKRIAPPED 4' OKR THE CENTER BUNITI AND STAPLED II- FOR CM I -TWO). T. IN H N FLDw ANNEL s. A srA>'u e.e<N na+ Is RECOMMENDED AT Do TO 00 ED YWEE"rID S. ENABELOA' Tor fTXSY�RGM N A�SA�EW ENT V.ET1i �I�DTNH OF TIIE —MEL PUCE A m AMC".MERICAN w,-Foo-m-Tw oN is�%ma THE TERwrUt N '11 BF AONNF D N A 6" DEEP x 6' — TRENCH. GREEN e. mCNFILL AND _P,TCTT'NNEi1 N ARE. S-11NO. 13 12- (MINIMUM) CLAY MATERIAL, COMPACTED IN 6' LIFTS TO A DENSITY OF 95X OF MAXIMUM DRY DENSITY, USING THE STANDARD PROCTOR TEST, PER ASTM 0-69EL CLAY MATERIAL MAY BE OMITTED IF CONTRACTOR PROVIDES APPROPRIATE SOL TESTS DEMONSTRATING THAT EXISTING SOILS ARE SUITABLE FOR USE AS POND BASE. AS CONFIRMED BY THE DESIGN ENGINEER IN WRITING, I RETENTION POND OUTLET SITE PLAN r._20. 12" TYPE I STONE BEE -HIVE TYPE OVERFLOW SPILLWAY CATCH BASIN GRATE OVERFLOW WATER ELEV..375.30 _ - HI H WATER EL V.-3] , 12- TYPE _ STONE FILL ".y�R"'" NORMAL WATER ELEV-373, „,f, w ELEV..373.00 7 $ •P WATERTIGHT, BOOTED /,CIINNOECnlON SEE PLAN WATERTIGHT, BOOTED CONNECTION 3' INV. EIEV.-386.5-- 6" D.I. PIPE 3' SDR 35 PVC PIPE R POND DRAIN 3:1 (H: V) WIN. ELEV.-368. PRECAST CONCRETE 12" C-900 PVC PIPE EIEV..387.00 OUTLET STRUCTURE 2'N e' D.I. TEE S-0.004 FT.M. 6" OUTLET DETAIL SECTION A —A NTS AREA EARTH BERM __FINAL RETENTION ARE _SEDIMENTATION WIDTH VARIES WIDTH VARIES 4" TOPSOIL -FERTILIZE LIME. SEED. 1,MULCH NIGH WATER ELEV-375.00 7 2 NORMAL WATER ELEV.37300 2' -- 2' MIN. 31 (H:V N MI IN p• _. 1 LOEOTE%TILE STABILIZATION FABRIC, GEOTEXTILE STABILIZATION FABRIC. 1-{NORTH AMERICAN GREEN P300 NORTH AMERICAN GREEN P300 OR APPROVED EQUAL, SEE DETAIL. OR APPROVED EQUAL, SEE DETAIL. TYPICAL RETENTION BASIN CROSS SECTION NTS m d FABRIC, DATE REVISION BY CLIENT PROJECT TITLE DRAWING TITLE aurvey xole --- DATE REVISION BY Design IIo7lald L Hamlin Jab PR PIZZAGALLI PROPERTIES. LLC MOUNTAIN VIEW BUSINESS AK ✓PX o7-zso LYOnS26llin9' (de DATE REVISION BY PO. BOX 2009 HINESBURG ROAD I STORM WATER DETAILS raven �..�.... _ ngineers, Inc. MOUNTAIN VIEW BUSINESS PARK PROPOSED SITE DEVELOPMENT SOUTH BURLI.,-VG.'Z,"ON, VERMONT 0 z Y SHEET INDEX MAY 1 4 2002 1 SITE PLAN 2 SITE PLAN 3 GRADING PLAN 4 ROADWAY PROFILE & DETAILS 5 FORCEMAIN PROFILE 6 FORCEMAIN & WATERLINE PROFILES 7 SITE & EROSION CONTROL DETAILS 8 WATER DETAILS 9 SEWER DETAILS 10 STORM WATER DETAILS 11 LIGHTING PLAN 12 SPECIFICATIONS 13 SPECIFICATIONS 1 of 1 BOUNDARY PLAT DONALD L. HAMLIN CONSULTING ENGINEERS, INC. ,••••oF�vE••,,, 136 Pearl, Street, Essex Junction Vermont 05452 ►w"°'2°, W _. MARCH 2O02 LAST REVISED: MAY 6, 2002 I I THE CONIRACTOR SHALL NOTIFY 'DIGSSAFE` AT WARNING: T-B89-340-]233 PRIOR TO ANY EXCAVATION FATALLY TO%IC GASSES MAY BE PRESENT PROJECT INf ORM ATION-LOT A can SNNp \ \ AT LOCATIONS WHICH MAY BE IN ME IYNEDIATE IN UNLIERGROUNO PIPING SYSTEMS AND R Or fi PIY•36J.W Pw_3B3.B3 WCINITY OF UNDERGROUND UTILIRES WASTE SYSTEM STRUCTURES. 6BEGIYJ 1= 6LLG�D 16' N 3]B49 6• Nv. N_3>5.95 LOT SIZE 96.739 1W0 30.0 a' NV. Wl_3]5,11 BUIIpN COVERAGE 15.000 ].6 CN2 R1M-J6J.J> 5MH/Z P RN G R D COVERAGE 30.]65 aBa p' IMV._3]p.09 kIM-J]9N96 SIDEwALN COVERAGE J46 0.1 6' INV.-372.00 p' INV. WT_3>1.96 \ I w TOTAL COVERAGE- ---"'-63.>+J Ca/3 33.i 70.0 AN-363.5C EYiWT rAWD SETBAGc SIZE N.016 100.0 18` INV.3]9.40 R YE. ] S' BEND 363.80 Fuo A CYi Re p NV IN-]65.]0 V( fPWT YI9eD COMEPAcf S.OS6 14.9 J0.0 M 168.31 p' INV WT_135.60 4 / �f STMG SIGNS �� 6 Ny._3]9.56 %' /' .S NCCESSAR ZONWG NS RIcT. E0 INDUSTMAL a COMMERCIAL •� / / r I / NOTES :B RM J66.JI3>9.]0 1. TOPOGPAPHY AID BUILDING LOCAnONS ARE BASED W A LOPOGRAPHIC SURVEY PERFORMED 101/11/% wl0 WiOBER 2W1REWIRED 20 SPACES (13 . .OW N 2 STORIES +SPACE PEP 250 Sf CIA) U T . . PROVIOCD. 143 SPACES I i"', TELEPHONE PROPERTY EVATIONS ARE LEOCATEDUACROSS ONTERSTATEATUM NIS FROM ME'LICEYAPRCPERT ��BE .A-- ELILCVAOTFOM WTHE AS OBL INCMFROM - IR! NV9_'"m FRED KOERNER. RE. BURLNGTW. VERMONT. M I Car] \ \ }LOCATION OF iHC E19iING 14' WATERLINE WAS OaiA NED FROM RECORD DPAMNGS Pt ME CHPMPLAIN WATER DISTRICT UffICE. .�N�� L UJp0.161 1 III INV.•YJJ.DJ \ • EXISTING 2� A. THE CONTRACT OP SHALL COORDINATE ALL WORN N- ME ROUTE 116 PCHT-OF-WAY N1H THE KMCNI AGENCY OF NEW U II \ NEW ] U.I. WATERLINE, TRANSPORTATION DISTRICT /5 WItt /'WM 'MEGA-LU REIAWR' F 5 NC C LK S \, - 235 SEND IDEPM UNNNONI !,/ a TH 5 BLIXx \ ,-NEw HYDRANT ASSEM6L NY 3V.31 3 TO PEYAIN 5, ME CONMACiOP SMLLL YMwZC DISNRBANCE TO ME EXISTING PAKMENi. ALL PAVEMExi AND GRAVEL SUBBASE Nv• " '-�• REPLACEMENT SHALL MATCH THE MCNNESS OF' ME EXISTING PAVEMENT AND GRAVEL SUBBASE. qyER�w�L p KmoVE a REK E '''T11 J VE \ / (2) NEW T ply JBO.]1 E%STING P VEE ) 6. A 4NIMUu OF TWO-WAY TRAFFIC ALONG ROUTE 116 AND A MINIMUM OF WE WAY TRAFFIC ALONG OLD FARM ROAD SHALL BE 45• BENDS e CVRBINL r NAWTAIMED AT ALL TIMES. 18" Nv..3]4.M 1 ]. ALL WORN SHAE BE PERFORMED IN ACCORDANCE NTH ME "SPECIr CARWS AND DETAILS FOR THE INSTALLAnW OF WATER NEW 3' a 160 PVC_ pEP A V G� i 8 ON J80]I LINES AND APPURTExANCES FOR ALL WATER SYSTEMS OWNED Br ME CHAMKMN WATER DSMIC'T, ME OTY OF SWTH BURLNGTW. IORCEYAN RT+K 1p' NV-}]l56 #• ,� ColCHESi@ FINE MSTRICi F. AND ME VWLAGE Or JEP MO` \ n4 ,�, • I SMX/3 ' NEW 0'. 271' WR35 PK \ 0.\ ' O NEW B'. Ja CB/1t _ 5-0.06W R/fT :• \.��-SDR35 PVC •' L , uCAW WLVERT O� • j 0.01W FI./T T. NYNv378,35 3T4.55 NEW 8'X6' RC /JID-j � �iY 1 A \ \ EN SI B WATER SERNCE OD I �/1�'_TX TING5PR RELEASE MANHOLE 6' CAR VLLK 1 y bEEPM UNXHOWN 0 PEMAIN I / 4E B3' dA�Y NET lAP NE 5.0�005TfTH/Ti -' NEW Ni. Celt .• I X. IS�NG -IT- EW E RUSSELL TILLEV \ sNE vAM �, ao'o aE' '� ' \ ,.J1CW a2 1/2' BEND N/F RE. 1 e iNRUST BLOCK HYDR�NT- • EXISTING PONE._ { L I"I ASSEMBIv •� �' \�' ' SEE DETAILAUXILIARY DISCHARGE MANHOLE, CONE. YONu,IER' �� t .HEW J' rl 160 PK NEW 6'. 1]t SOR35 R. / / I JlE 20' NOE V4�RE. PUMPVAO, To ... \ - NM 365 OUSTAnW \ f FpfCEYAN NEW ]• CL ,60 PVC 5-OOta1 iT./iT I ' - I '' CRAKl OMK _ STEELRSLEEVF -- FOPCEINxi CAnO/2 f ' \E 1 \ 8'INV N_J»26 DETAIL 6" Nv W-]5600 (STUB) SM" NEW a" D, .. .. I N 1✓ INS !' FAA Nv WT_3SSOo NEW 8'.O' EEC AND n 6 p ...\-nARPLNE 6• CAR VLLK '. � RR SERVICE y C6/9- \ N;W V. 12 SOR35 PVC fW �CB/I .. END UP S U ' i - -B FOR FUTURE USE • MOPE $ o •� ��..�1 a (Maus BSI a>I NEW W. n --ACS-00M FT/r1. / 1 WRE REMOVE a RESET f' \ fin' /'•.^ 18 ry 16l HOPE..I \• E%15TING SICK I-AEMOK EX15nNG TRE� \ \ i a-/ AOOOSVR./TT -_ 15' SIDE ' ll1 ., 0% fi moo '` I TORE ACCESS MA SCIBACN • \ .I 1 NEW FORCEMAIN • \ / YO \ "-i0R LOT a I 1 � I(� NEW CWC `\ HNRANT111 ! SEE & a�M Nfw CONCURBCRETE . . $ CW V. 59 SDPJs R. • \ SSC .NEW -� / ' CB/5 xEW 6'. 5' CAST IRpI� - NEW 1B 5 MOPE JC,EUW�CONCRfR 1 1 \ we o.1. ..a. ME w 5_0.0206 FT./Fy s.o aos n,/rT .s ` -• r. WATERLINE CLEANOUT-` i " @. CB/] \ r}, •, �• LO \ NEWS" 1� �� r,BH__ n WATER SC-CE f j pj+ NEwG µLD A \ NEW'6t]UWMWS CONCRETE 1 yARES STREET I�(l?8) 1 \•rr OD ` wr[ VALVE IR aI A PAXX I AIEA-' \ 3.J6 �, iL \ e' Nv.-Sn 26 MEw fea q ur H I 1 TILLEY FAMILY 1 3j NE'-.32 HOPE_! 6 LIMITED PARTNERSHIP M RE OCA N ON •RER REW REM RWS C105 ND SIGN A.yp / $ y •-COADWAY B SEE POAOWAV DETAIL NFW 16 6 TR O C W •'� / nux Pv+f (2) r AS- DEW -DEW5 5.0005 /fi. Z -BONE P EXISTING THEE \ \ NEW WPBFO D P OPOSEO BUILDI %AMNG 1 EW-GONG j R IS ODO Si +��cfwcknE CURB � Moo\ 1) \\ \ a NEW J , \ N5 NEW BunaNG -1 \' I 5' BENDS '/ \ ', _ 1 ]0 W .METAL HLLIOE \ I \ q ( HEw WRBEO\ f0 •NOUNRNG HEN:H NEW ` NEW 1/'. A4 WK RAND N ,6' 19 HDPE y \ EDAyOgTea' s,o FT RI-,s ` (TYPICAL) I suNoo -•� ��'�- s•o.o% h./9T. \\ \ NEwJ.._ \ \\ r11 1\ \ ns WAIT, u[ru.rwALmE % t \ -• \ \ a_! - \ _ -__ xEW 4 -- -_ - _ ._. CURB __._ - _.. _ • 1 SETBAc%s In - W. o IxouSTNAIfAIIo_caglERq� \ \ I 2R RICK \ R CWC MW CONC '�'� 5' SIDE . ___ _LPL.. P. _ - NEW SCREENED Y \ \ i 1' \ - -GAR-N_NC.- R� - NEW /ff a ROOF DRNN4 \� '• ,WMPSRRELOCATON / DXSER4AMM NNN OPEN SPACE - .. .. 18 OUNRUG HEICnt 1 'h. I L. E B1TU 045 CWCPER 6 SDR 35 PK �C70 f E. (TYPICAL) 1 gMPSRP LOCAWW ` �,I• _ - 1B• INV.. ANEW T 55 I'I NC CRA. _.�.�'"l / STONE L PAD - I 1 NED 0 TCN Y/ \ 1•L' I ) 1 �,31ea uNEio DTOUCM_� NEW RETENTION BASH NAL �n.ERE y. 6' Agu DRAM RERJ1nON GAS YI%MWARRTE J>SJ]J �WMr SIMUCTEWF SAGE NA I \ \/ I \• n" cnAxa'osss IY / AO A (STREET #62) I '•\ ;/1 \ / fr / Lwioo*al iTEON; v� \ `\yy STONE LWYT OF 0.A95 W LIN[D pTM WEIIANps CLASS II WETLAND LWIi6 - iBM - "p DF CWCRER MONOMER 65ST WIN SBURC ROAD OVERPASS, _dSEtTLL STATE OF VERMONT -INTERSTATE 89 _StlRd. LRERNnoN BASIN ' WEOf NORTH EDGE OF P.O.W.. IN ERSTATE 89 OVERFLOW SPILLWAY ELEV. • 39045 (US.G.S. DATUM) 40 0 40 so 1Zo DATE KM BY CLIENT PIZZAGALLI PROPERTIES. LLC P.O. BOX 2009 SO. BURLINGTON, VERMONT 05403-200.9 PROJECT TITLE MOUNTAIN VIEW BUSINESS PARK HINESBURG ROAD ,SOUTH BURLINGTON. VERMONT A A5 OF I Vf- A4R w.`sslE •••••••..��3 N ~P/P : ` Nf $ �Na. noT 1zg ?�K�Vi4,Y o : . ^� C ` DRAWING TITLE SITE PLAN Survey MR.V Lbnald L #andin Consulting L''n ineers, Inc. 9 796 Flr.,Y SYm! dSaWr Ji°Eeli°n VirmPN Ode f'-40' DATE RNSIDN BY Dew ✓Px Ae 01-260 .r Scale / 1i = 40 ' DATE REWSIDN BY 0p„ JPK Tie DATE 06/06/02 REIdSCNREV/Sa'D DRAWIRc R FROM 2 rr0 r d ADDED LOT A DEVELOPMENT BY JPX Che ked RPH Drawing DATE 04/D6 2AR REW9N . BY JPX Date 09/06/O2 THE CONTRACTOR SHALL NOTIFY 'DICSSAFE" AT 1BB -B-36A-J$33 PRIOR TO ANY EXCAVATION AT LOCATIONS WHICH MAY BE IN THE IMMEDIATE VICINITY OF UNDERGROUND UTILITIES. -EXISTING INV. I—B 8 Ill—MV 0 3i6 S \� \ NEW 10' SDR35 PVC N �5 REW SMH (ORM-YAHHO[) -0 0100 FT /FT.33317 0' INV. IN (O /� 3 INv. I 1G (FIN Ex N) / 3' Ixv. w�3-26.5 30.OD (FOPCEMAIN) ULI WARNING: FATALLY TOXIC GASSES MAY BE PRESENT IN UNDERGROUND PIPING SYSTEMS AND WASTE SYSTEM STRUCTURES NOTE: I. TOPOOPAPHY AND BUILDING LO:ATONS ARE BASED ON A TOPOOPAPHIC SURVEY PERFONAE4 ON 01/21/96 AND Of TORE. 1001 I. ELEVATIONS ARC BASED ON U.S_OS DATUM TAKE FROM A SIN—ARX AT THE NONMWEST CORNER OF THE NEW ENGLAND TELEPHONE PROPERTY LOCATED ACROSS INTERSTATE 89 FROM THE TILLEY PROPERTY. BENCHMARX ELEVATION WAS OBTAINED FROM FRED NOENE. PE.. BURLINGION, VERMONT. J 101 1111 OF THE [AISTNC 14' WATERLINE WAS OD*AIMED FROM RECORD DRAMNOS AT THE CHAMPLAIN WATEP DISTRICT OFFICE. HE ACDISTRICT FS OfIN TAILDTE ALL WORK INSOE THE ROUTE 116 MGHT-OF-WAY AITH THE VERMONT AGENCY OF iRANSPON 5. THE CONTRACTOR SHALL MINIMISE OSTVRBANCE TO THE EXISTING PAVEMENT. ALL PAVEMENT AND ORAVEL SUBBASE 6. A AUMMUM OF TWO-WAY TRAFFK ALONG RW TE 116 AND A MINIMUM OF ONE-WAY TRAFFIC ALONG OLD FARM ROAD SHALL MAINTAINED AT ALL TIMES. EXISTING POE i l0 REMAIN � \` NEW J Cl ISO PVC.` \ fORCCMAIN „ \\ EXISTINGRESTORED STONE LINED OM \ r r 0 BE CIDANNUPON COMPLCTICx iOPCEMAIN INSTALLATION EXISTING 13' HOPE CULVERT. WDOD POSTS A MN CUES RESET 5 NECESSARY NE gNCEUAI :"LEAN OUTNHOLF O ,E0SING TI RCE REMAIN I •�\ O1AX. T ' ., � EXISTING STONE LINED DITCH SCE E TO BE RESTORED UTIONPLE110N OFFORCCMAw INSTALLATION \ r� jTPOLE 1RANSFOtME '+. rNOT NOT TOO BE DISTURBED \ RE OVE TA RESET 'I •T ` EXISTING 16' HOPE CULVERT D WOOD POST 1 1 /� TO BE RESET. AS NECESSARY V\\1 REMOVE k RESET._.. \ Ex STI RESET r [1Y,O INOAMxT \ - \LJICW 3" CL >40 PVC ' FORCEMAIN T.A.D.T. MAY z 4 2002 GATE REASON BY CLIENT PRUH TITLE `�" EVE AAA ORAWAIC TITLE Survey NRN 4Ne f'-IO' DOE REASON BY pF o°�� ............. ,� )HAf Donald L. flandin bo 40 0 40 90 120 PIZZAGALLI PROPERTIES. LLC MOUNTAIN VIEW BUSINESS PARK : �P P NiD. ✓PX COrtSllllZn 9 01-250 _ onTE wtvEN BY P.O. BOX 2009 HINESBURG ROAD ' TzO, SITE PLAN Owwn ✓PX fngineers, Inc. Fie Scale, 1" _- 40' DATE REASON BY SO. BURLINGTON, VERMONT 05403-2009 SOUTH BURLINGTON, VERMONT DNs _� eLkd kag BY A,A F� �E� .i Me RFH 796' Ra+d SYmP! �''n'T .haneJ6nn YRsmOM z GATE REASON LABEL DROP-LIANNOLE X OS/D6/D2 REV7SED DRLIPINC j FROM 9 TD 2 JPX 09/06/D2 THE CONTRACTOR SHALL NOTIFY "DIGSSAFE" AT 1-888-N4-2233 PRIOR TO ANY EXCAVATION AT LOCATIONS BNCH MAY BE IN THE IMMEDIATE VIONITY OF UNDERGROUND UMMES. NOTES: OPOORAPHY AND BUILgNG L—TgNS APE BASED ON A TOPOGRAPHIC SURVE"• PERFORMED ON O1/21/96 2. ELE—OHS ARE BASED ON U.S.O.S. DATUM TAKEN FRDM A BENCHMARK AT THE NKi —T CORNER Of THE NEW ON.— TELEPHONE PROPERTY LOCATED ACROSS INTERSTATE B9 FROM THE TLLEY PROPERTY. BENCHMARN ELEVATION WAS OSTMNED FRW FRED NOERNER. P.E. BURLINGTON. VERMONT, 3. PROPERTY LINE AND BOUNDARY INFORMATION WERE TAKEN FROM A PLAN ENTITLED. -PLAN SHOWNG PROPDSED WD—SON K TILLEY FARM, OLD FARM ROAD. SOUTH BURLNCTON. —ON'-, DATED JUKE — (REV. ALLY. 1963). SCALE -200'. BY WAPREN A. RORENSTEIN, L.S. .. LOCATp K THE EIIISTING 24" WATERLINE WAS OBTAINED F—I REOORD ORAWNICS AT TIE CHAMPLAIN WATER OIS D �s MAY 4 2002 u RUSSELL TILLEY q. ♦♦ ` m r mom 3110.10 N ) o. � \ O61.e5• •26Aa PRQPt°5000 UI DINO \ • s 15 F.E. ELEV.SF 38A.15 A M e ' •366A2. � 3e5.M � •31D6D \ ' SW w: y \ / ] ] ; »a I s •3n,p9 SIN.•{ .g � 3r M• N J � g' Se9.es ge6a2 Ses:eP � ` ':gawp m.6• `'. �' W2. \ } >a aer.s.. I mil R \\ \ \ I / f ITBM - TOP I CONCRE*E uON ENT 65WEST OF HIN—FIG ROAD _LOB7n.. STATE OF VERMONT -INTERSTATE 89 Sa1!7tl-_ ' OVERPASS NORrH EDGE OF R.O.W.. INlEP5TAIE e9 ELEV. • 39045 (U S.G.S DATUM) 1 TILLEY FAMILY \ LIMITED PARTNERSHIP N /F 40 0 40 80 Tzo DATE REM BY CLIENT PIZZAGALLI PROPERTIES. LLC P.O. BOX 2009 PROJECT TITLE MOUNTAIN VIEW BUSINESS PARK HINESBURC ROAD WJWW OF VE 1��� OF ve, ; ♦E � yP�+ ° �a% $N9. n0T W = DRAWNG TITLE GRADING PLAN S—y NR.V Donald L %1andlin Const iin 9 9 6n ineers, Inc SC& P-IO' DATE REMSIM BY LpX A 01-.0 _ _ 1 DATE REN90N BY pOwA JpX EI1 Scale %" = 40 DATE AsoR By SO. BURLINGTON. VERMONT 06403-2009 SOUTH BURLINGTON, VERAfONT 4 �, 4�N� � •,,,-,,NrO11EA16p ChE Eed RPl/ paR ng 79e I%.If SY-1 DALE REM By O91e 06/OB/bP Erns ✓v wti.m Y�mTOEa7 3 I- RADIO 112' RADIUS p•-0' MATCH CM ISTING REVEAL I 1/2' RADIUS FINISH GRADE 1' 3A00 FSi CLASS B CONCRETE CURB ... �W. EXPANS 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/8' JOINTS BETWEEN SECTIONS. 2. E%PAHSIO AIINT SHALL MATERIAL ISTRUCTCO EVERT 20. SHTH KS N II vR-1533 O 3. CURB RE VOCAL AT DRILVVASSHABE fDRMZMG TKO MSHTO O[SIWMTION M-1]33. M. CURB REVEAL AT ALL HANDICAP ACCESSES SMALL BE A MAXIMUM OF 1/4'. --'3 6• CONCRETE CURB. ]. ALL RADII LESS THAN 20L' SHALL BE FORMED USING FLEXIBLE FORMS. SEE DEIAIL TYPICAL ROADWAY CROSS SECTION TYPICAL CONCRETE CURB T_!'P C NIs J Y NIS NiS , 100? rMSdL-FEanuzE. TD—� .. TG 01.-FERnuzE. LAZE. SEED, A MULCH ME. SEED, h uVLCH IN � MIN. MIAAFI ]DO% / OEOTE%TLC FABRIC-� ,T' PIPNT MI%EO MAVEL NINIMUu 2i GK AP NADI SVEC /70W.0] FINE) GRAVEL ACCESS DRIVE TYPICAL CROSS SECTION HIS . N. 20.00 F A0.00 O.AS I a j R I TYPICAL ROAD AY GRAVEL A CESS DRIVE .R n d r i P $ a CROSS SEC OIN TYPICAL OSS SECTION " a S 395.00' E —` -- -- -- 395.00 _ _. � - - ------- --- d --- -- --. vpI sTA ---- �Bzzz ---- T— � d r E]OO.ODT BO 4 4 I NE HYOR NI-ABBEMBLY-\ .d I � M SOW [ . 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BOX 2009 PROJECT TITLE MOUNTAIN VIEW BUSINESS PARK HINESBURG ROAD DRAWING `Ess�EEEi 0 V b •`,.........<. , yi'iy P s No.7201 �= TITLE FORCEMAIN PROFILE Survey MRM Donald Z JIa77llin LonSZdtZn(f Scale SHOIIN BATE REVISION BY Rsipn ✓PK .lob of-250 DATE REVISION BY DrPsn b HORIZ: 1"= 50' VERT: 1"= 5' SO. BURLINGTON. VERMONT 05403-2009 SOUTH BURLINGTON. VERMONT 3�k w_ i .�F',Rc .% '-,ss • �;s ✓rK I'n ineers, Mo.. HATE REVISION B1 Nerkrd Rl'H kniq AAA �� ���s����` Me Aasf s7. 1 Al— •. -it v .i 5 DAIE 05 6/02 RCVISION LABEL DROP -MANHOLE BY ✓PK Bate 03/176/02 i 04 Y ey 200� NEW H /Jli ASSFYOLY.�--_.._.. I s I 390 ,�- I i i0T RESET.HATENECC SARr P NINIWY COKP MAIN W u COKI)NEW 385 _ (rwcENAIN] ZTEPIINC) "Is CR ��—__ - —_-lRW'£'_- __. __.. -. I OKP lORCEN -- T TA NEW 0 AT' BEND EW WED TAP I ; - w /- 01. TOE iMo ].- 0.1. 'WNI / NEW 3- CL Ie0 PVC_ CArzNVA}YOL� 380 Im T. — —_ 41Ew e' ttPLIN[ ... _._ CxTm' ass ENE Ts sT uLA'gON. oQ UTE TWp U"1 E M /] *NICN�D , +, "fms I�NN"D.,tiNN WAYERLI Mosw. I i� -� I370'Iwerte scppcE W w,71 UNNNOYM..._...._.,.. —_._—--_._.._. .... _._....._ —_.._. I E ITE 0 3 D., rz11LINE, DFRT ONNNOWN I f � 1 365 I j I 1---- I i I 355 -- -- 350--_.- --------- ------ --- ----- M------ '� 1345.--------- --- 340—_. _____._J_—_--1___— 24+00 2a+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 DATE REVISION R° CLIENT PROJECT TITLE uq GRAVING TITLE Survey n,, ,�/,,/ ) [� „,,� le DAfE REVISION By w`�ZE �F'^VE "'fi'� DPSgn N LVn(LGEL G. I!(ind n I& SNOVN SCALE: PIZZACALLI PROPERTIES, LLC MOUNTAIN VIEW BUSINESS PARR �P +° Ken`'L ' JPX COnszdlin m-25o CnT[ REVISION 5` P.O. BOX 2009 HINESBURO ROAD No.72oD w� FORCEMAIN & WATERLINE aPD 9 Be HORIZ: 1"= 50' +. JPX fn ineers, Inc. o� ar VERT: 1 t'= 5Y DATE a[vlvaN sr SO. BURLINCTON, VERMONT 05403-2009 SOUTH BURLINCTON, VERMONT 5 � �,� PROFILES CnrcRPd RPN D—N ?ATE REVISION BY A 'q�n�ns0•� Dote !96 fia+i SYmE 6 OS/06 /02 REVISED WATERLINE JPX 09/O6/b2 �T•s hmcllion, V Y•moN / --- I I � I t i /O`y'TP FORCFUAIu I (ONISRwfAADE NE MYIIP ropcE TSEYBLv m_ t � I I 385 'I NE e• DJ WARP cnosTlNc — — —'— _. \ A IfINSH GRAOC DKP wArzPlN1E `Mw e D ARRI E \\ \ �KPM CE�N I 7-.' \\ FMTN GRADE < 7J 'NEW FOP 3 tt t00 avC MAW I PTRUDEO aoLYs lVIO LAYERS OAu NOVI M JPM3 S�A PCD OKR rORCENAUIN E i i I \\ NMIEANi T INEW e' DI WARP � } o $EPWDE CROOBINO \ - I 360 9DP15 YPNCE T K SENEP (CAPPED) I I I I ---- _ ---- ---.f � I .. _.--_— —'---I{- I - I I __..__ I --- -- --- ----� 3...------ - 350 345 —1---�--.—. _L—. ---�-------'-----1---�---- ---1 -- ---- --�---_-1------ Sao -____-VARIES, SEE PLAN-_—_—_..._..___. 1" TYPE III BITUMINOUS / CONCRETE BASC COURSE SEE EMULSIFIED ASPHALT CURB ITACK COAT I OETNL 3 1 (I+_ h CONCRE7=4TE BASE COURSE J.1 (N', V) M N MIN. �_6" PLANT MIXED GRAVEL '� RAFI 500A (VAOT SPEC E10a.05 Iln<) - AOTE%TILE FABRIC MINIMUM 2e OVERLAP '`16" DENSE GRADED CRUSHED STONE (.0, SPEC B7OX.O6) TYPICAL PARKING CROSS SECTION NTS 1/4• RAOM 1/2- RADIUS r 1• S.OW PSI CLASS B CONCRETE CURB 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WIN 1/6" JOINTS BETBEEN SECTIONS. 2, EXPANSION JONTS MALL BE CONSTRUCTED EVERY 20WIN I/A" THICK PREFORMED EXPANSION JONT FILLER MATERIAL CONFORMING TO AASHTO DESIGNATION M-1533, 3. CURB REVEAL AT DRIVEWAYS SMALL BE 1-1/2- MAX. A. CURB REVEAL AT ALL HANDICAP ACCESSES SHALL BE A MAXIMUM Of1/k'. 5. ALL RADA LESS THAN 200' SHALL BE FORMED USING FLEXIBLE FORMS. TYPICAL CONCRETE CURB NTS A" THICK 3.500 PSI, W1DiH AS BROOM FINISH WITH TROWELED EDGES, CONCREtt WALK r'--5n0WN ON PLANS --�'£%POSED AGGREGATE SURFACING \ ON All RAMPS. OPSOMUIEE _ 6 TIME. SEED,D, h MULCM_� 5 • 1/A' PER TOOT 6' PLANT MIXED GRAVEL (VAOT SPEC #704.05 RPR) Ulu FEET. �FALSEMED JOINJTSSNSHAFILLER iBE PLACED EVERY 5 FEET JOINTS EVERY 20 PLANT MIXED GRAVEL SUBBASE SHALL BE COMPACTED TO 95R OF THE MAXIMUM ORY DENSITY USING THE STANDARD PROCTOR TEST, ACCORDING TO ASW DI TYPICAL CONCRETE SIDEWALK NTS 6' . 6' P.T. WOOD POST THREAD INTO WOOD `-nEW 3/6- STAINLESS STEEL CHAIN 1" TOPSOIL -FERTILIZE. LIME. SEED. AND MULCH C. 1 ACCESS ROAD. SEE PLAN CHAIN GATE DETAIL ws " TYE III BITUMINOUS SMWIH CUT EXISTING BITUMINOUS CONCRETE CGNCRE TE WEARING COURSE PRIOR TO PAVING ALL JOINTS SNALLBE THOROUGHLY CLEANED AND COATED WITH TYPE N BITUMINOUS CONCRETE EMULSIFIED ASPHALT. AS REOUIRED 10 MA:CN CkISTMG PAVEMENT THICKNESS (1-1/2• MINIMUM) 2 EXISTING BITUMINOUS CONCRETE TACK OLG ASPNNALT AUK COAT 1 1 ('III llr I ':I II I!I I + ." .• . NEW GRAVEL SUBBASE ' Fri9Sln[lCI ppI SCE TYPICAL SECTIONS. 19T1�),IA I 1 MI NOTE: ALL BACKFILL TO BE THOROUGHLY COMPACTED IN LRRM 50DX GROUND 6" LIFTS TO A DENSITY OF 959 OF THE MAXIMUM STABILIZATIFABRIC nON F DRY DENSITY USING THE STANDARD PROCTOR TEST. ACCORDING TO ASTLI M98 MINIMUM OVERLAP TYPICAL PAVEMENT N25 MATCHING DETAIL HATCH EX FETING IXB' RAp1US FINISH RCVEAi. \ GRAB i CDNCPETE CURB, SEC 9CT AIL TYPICAL CONCRETE CURB DETAI S1F' EXPOSED 5 AGGREGATE - — NEW SIDEWALK FINISH �PV BROOM FINISH 0:1 MAX T' REVEAL 6i 5P - 6' MIN. NEW CURB (TYPICAL) I/A' REVEAL (MAX.) TYPICAL HANDICAP SIDEWALK ACCESS NTS ANCHOR BALES IOTA 2 - 2•X2,0 STAKES TO BE INSTALLED AROUND CATCH BASIN DURING CONSTRUCTION AS ORDERED BY THE ENGINEER FXBW TO BE WRAPPED MAEI 140N FILTER FABRIC COMPLETELY AROUND ORATE R APPROVED EWAL TO BE AN D SECURELY FASTENED IS TALLIED AND MAINTAINED S ORDERED BY ENgNEER STORM DRAINAOI STRUCTURE PRE -WEATHERED OAK OR METAL FENCE POST 1 I 'A' SECTION •B' SECTION - TOP VIEW OF JOINING FENCE SECTIONS ,.PRE -WEATHERED NTS OAK OR METAL PENCE POST SEE TOP VIEW FOR I._ 91 DIPECTIt1N Di -BiJNOFE ATTACHMENT OF JOMING SECTIONS _ . R' TYP. - X/X17 OE E CE :'..COMPACT SOILSECTION " SECTION fl BACKFILL SIDE VIEW NTG MIRAFI ENVIROFENCE OR APPROVED EOUAL TYPICAL TEMPORARY EROSION NFS CONTROL FENCE TYPE II STOVE FILL TYPE II STONE FILL CHECK DAM CHECK DAM YMVI ;,I CI �,, A I SECTION B � S HIS T�IC�9L CRASS LINED DITCH- WITS NTs DATE REVISION P LLILNI ITLunLI HILL neewiw HILL •ter GATE REVISION BY ,A,. ��.OF,FVfp!.� O�-\ Dowld L. fand n yip PIZZAGALLI PROPERTIES. LLC MOUNTAIN VIEW BUSINESS PARK ? �PQvy P k� ;z . JPK COns?dlin of- 2so DATE REVISION B'+ P.O. BOX 2009 HINESBURG ROAD 5 jNO. �zm w_ SITE &EROSION CONTROL O`0Yn 9 r� ;.� �TW• JPK fngineers, Inc. GATE REVISION er S0. BURLINGTON. VERMONT 05403-200,9 SOUTH BURLINGTON. VERMONT `,?GN6 E�°'�2p� DETAILS cNFLaed of°Firq •�is HFB'�"0NALn\ !96 liGN SY-1 GATE REVISION .XnDote Essvr ✓—lnVw—d % TYPICAL TEES AND CAPS j 3.000 ISC-C, THRUST BLOC( END AREA BEARING PC— UNDISNRBED SC ALL BOLTS AND NUTS TO REMAIN ACCESSIBLE AND PRE TO SE COWREO WN PLASTIC TO PREVENT CONCRETE FRO. ADHERING TO MEN. BASED ON TESTING PRESSURE OF 200 PSI AND BEARING CAPACITY OF SAND OF 2000 Un/SDUrRE FOOT. TYPICAL BENDS FITTINGS Sl2E 6" 8" to- 12" 1f-1/I. OR 22-1/2' 3.0 3.0 4.0 6.0 45, 3.0 5.0 8.0 11.0 90, 6.0 10.0 14.0 20.0 TEES OR END CAPS 4.0 7.0 10.0 14.0 VALVES 2.0 2.0 2.0 2.0 THRUST BLOCK END AREA (SQ. FT. BEARING AREA) MS ADJUSTABLE WITH COVER IRM HYDRANT SPECS) AKAWAY FLANGE BIT. GONG. PAVEMENT. 3- MIN. THICKNESS MOUND fi EXCEPT IN TRAVELED WAY 1 GRAVEL SUBBASE n (MATCH EN$TING) A{OMMDNFILL MATERIAL j��1$TWroWu MttPI� 1RMro) jt I IMSLImIuu ttNP� W.. e' MKI, COVER •/ I°RiAµLLp v:Anr�• � f / INSIREWIRED PER SP AS PER SPECICIFICATICNs III OVER PIPE HAMMING_ 1 ' OIAPACTED APPROVED MATERIAL/ENVELOK 6" MIN R A COMPACTED APP ROVED M TERIAL/ENVELOPE-'NEW WPIEWINE NOTES: I ALL TRENCHES SHALL MEET OSHA STANDARDS PRIOR TO ANY PERSONNEL ENTERING A TRENCH. 2, A WNIMUM OF 4' R1(RD INSULATION SHALL BE INSTALLED WHEREVER MINIMUM COVER CAN NOT BE MAINTAINED. PER SPECIFICATIONS. 3. ALL EIGHT INCH WATERLINE SHALL HAVE NO LESS MAN THREE (3) BRASS WEDGES INSTALLED AT EACH JOINT. TYPICAL TRENCH DETAIL DUCTILE IRON WATERLINE NITS PLUG HYDRANT DRAIN COARSE GRAVEL OR PEASTONE d. /-TO I Cy VOLUME AN- .. ST BLOCK 1 - 16- MIN. 6' MJ RESIUENI WEDGE_J / V\ - THRUST BLOCK GATE VALVE 3/t CRUSHED sTONE_I \_ANOMNN COUPLING OR SPOOL PIECE MIN, 12" MICR WIN "MEGA -LUG- RETAINER GLANDS NOTES: 1, ALL FITTINGS ARE TO HAW 'MEGA -LUG' RETAINER GLANDS. 2. PRIOR TO PWRING THRUST BLOCKS. ALL FITTINGS ARE 10 BE WRAPPED WITH 4 MIL POLYETHYLENE, TYPICAL HYDRANT & GATE VALVE DETAIL MS -FLANCLD END CAP WITH .. VARIES 5 & TAP FOR 1- BALL VALVE b VALVE SOX SET pj 10 GRADE (2) 3/4- RODS WIN DUC LUGS (OWBLE NUTTED) COATED WITH ALL FITTINGS AM 10 HAVE SEALANT OR AN 'MEGA-lUG" RETAINER GLANDS EQUAL, APPROVED EQU GAT[ VKK OR APPROKO EQUAL MECHANICAL -- JOINT TEE SLEEK k FWNDATOR -- DUC LUG BM OTHERS - (TYPICAL) WATER MAIN THRUST BLOCK I& BUILDING- ].000 PSI CONCACIE CR 3/4' CRUSHED STONE BEDDING_ DOTING MIN 12' THICK THRUST BLOCK CL 52 DUCTILE IRON PIPE TO BE INSTALLEO UANG THE LONGEST POSSIBLE LENGTHS TO MINIMIZE ME NUMBER OF JOINTS TYPICAL SERVICE CONNECTION DETAILSERVICE CONNECTION DETAIL NTS' CENTER ONE LENGTH OF PIPE OVER SEVER 10' MINIMUM WATER --SEPARATION dsTANCE 'a 16, MINIMUM SEPARATIO(J DISTANCE SEWER J PARALLEL INSTALLATION CROSSINGS SEWER - WATER SEPARATION NOTES MOR ZOMATAL SEPARATION SEALERS SHALL BE LAID AT LEAST TEN FEET . WHERE ALLY FROM ANv EXISTING L OR PROPOSED WATER MAIN. THE DISTANCE SHALL , BE MEASURED EDGE OF PIPE TO EDGE OF PIPE. BETWEEN N SEWER W TO LEDGE, THE WATER LINE OTHER E IN A L CONDITIONS. TO NCH OR TEN FOOT HORIZONTAL SEPARATIONNSHELBETWEEN SEWER AND WATER LINES, THE WATER LINE MAY 8E IN A SEPARATE TRENCH OR CH S ABOVE THE TO MN SHELF R ME SEWED TRENCH PE OR IM THARAC THE BOTTOM A i18 WATER LINE IS AT LEAST 16 .INCHES ABOVE THE TOP L ME SEVER WHEREVER NORMAL WATERLINE ATER OR IMPRACTICAL 10 MAINTAIN 18 INCHES VERTICAL 15 MINUTES THE SEWED LINE SHALL BE CONSTRUCTED TO NORMAL WATERL THIS STANDARDS AND PRESSURE TESTED TD SO PS FOR t[9�pM$INyUyT�ES PRIOR TO BACnFILLING NO LEAKAGE SHALL BE ALLOWED FOR THIS TEST. SEWERS CROSSING WATER MAINS SHALL BE LAID BENEATH THE WATER MAIN YAM AT LEAST 18 INCHES VERTICAL CLEARANCE BETWEEN THE TOP O ME SEWER AND THE BOTTOM OF THE WATER MAIN, WHEN IT IS IMPOSSIBLE TO MAINTAIN THE IS INCHES VERTICAL SEPARATION OR WHERE THE SEWER MUST BE LAID ABOVE THE WATER MAIN, 1) ME CROSSING SHALL BE ARRANGED SO THAT ONE FULL LENGTH Of SEWER IS CENTERED ABOVE OR BELOW THE WATERLINE WTN SEWER JOINTS AS FAR AS POSSIBLE FROM WATER JOINTS. 2) THE SEWER PIPE MUST BE CONSTRUCTED 10 WATER MAIN STANDARDS FOR A WNNHUM DISTANCE OF 20 FEET EITHER SIDE OF THE CROSSING OR A TOTAL OF THREE PIPE LENGTHS, WHICHEVER IS GREATER; 3) ME SECTION CONTRUCTED TO WATER MAIN STANDARDS MUST BE PRESSURE TESTED TO MAINTAIN 50 PSI FOR 15 MINUTES WITHOUT LEAKAGE PRIOR TO BACK FILLING BEYOND ONE FOOT ABOVE THE PIPE TO ASSURE WATERTGMMESS; 4) WHERE WATER MAIN CROSSES UNDER A SEWED, TH ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR E SEWER TO PREVENT DAMAGE TO ME WATER MAW. TYPICAL SEWER — WATER SEPARATION REQUIREMENTS b ADJUSTABLE IRGN VALVE BOX f WTH COVER MARKED 'WATER" FINISHGRADE E P _ j-TAPPING VALVE MJ WITH -MEGA-LUG- RETAINER / QAND GR APPROVED EQUAL CONCRETE THRUST BLOCK TAPPING SIZE CETERMINED BY SLEEVE / 3/3- CORPORATION IN FIRST LENGTH. SOIL CONDITIONS FOR TESTING PURPOSES 4 NIL POLYETHYLENE _ ... ..,...u.-.. - AND CONCRETE L:- -3/4- CRUSHED STONE BEDDING NOTES: WN, 1Y MicR TAPPING SLEEVE AND VALVES ON CND TRANSMISSION MAINS ARE TO MEET CHAMPLAIN WATER DISTRICT -STANDARD SPECIFICATION FOR TAPPING SLEEVES AND TAPPING VALVES" DATED NOVEMBER 1992. ALL OTHER TAPPING SLEEVES AND VALVES ARE TO MEET APPROPRIATE DISTRIBUTION SYSTEM SPECIFICATIONS, 2 WET TARS SHALL BE PERFORMED BY PRE -APPROVED FIRMS ONLY. 3. ALL FITTINGS THAT ARE TO HAVE CONCRETE POURED AROUND THEM ARE TO BE WRAPPED WITH 4 MIL. POLYEN LENE PRIOR TO CONCRETE PLACEMENT. 4, WHEN TAPPING CWD TRANSWSSIW MAIN, THE INDICATED OWNERSHIP °FSIONATGN SHALL APPLY. 5. E%.STING ASBESTOS CEMENT WATERLINES MUST BE EXPOSED AND THE OU7%E DIAMETER OF THE PIPE MEASURED PRIOR TO THE TAPPING SLEEK BEING ORDERED BY THE CONTRACTOR, TYPICAL TAPPING SLEEVE AND VALVE DETAIL NTS ALL FITTINGS ARE TO HAVE 'MEOA-LUG' RETAINER GLANDS OR ARMOVED EOAL STOP G° EQUAL MECHANICPLJ j PLUG II 3/4' CRUSHED SIGN MJ WITH 'MEGA -LUG' RETAINER) GLANDS OR APPROVED EQUAL TYPICAL END OF LINE PIPE ANCHOR M9 m WATER NOTES 1, ALL WORN SMALL BE RERPOPMED IN ACCORDANCE WITH THE -SPECIFICATIONS AND DETAILS FOR ME INSTALLATION OF WATER LINES ANO APPURTENANCES FOR ALL WATER $YST(MS OWNED BMME CHAMPLAIN WATER DISTRICT, ME CITY OF SOUTH BURLINGTON, COLCHESTER FIRE DISTRICT 41, AND ME VILLAGE OF JERICHO 2. THE SOUTH BURLINGTON WATER DEPARTMENT SHALL BE NOTIFIED PRIOR TO BACKFILLING TO INSPECT ALL JOINTS, FITTINGS, MAN LINE TAP5. ARF IRRNANC[S. AND WATER LINE CROSSINGS 3. CONTRACTOR SHALL PROVIDE AS -BUILT LOCATIONS OF ALL WATER SYSTEM COMPONENTS TO ME ENGINEER UPON COMPLETION DATE VISION BY CLIENT PROJECT TITLE OF IV,-,A44 GRAVING TITLE DATE ACVISION BY ;•JA,P1,; p"" 1 Deson \ OOnald & filandin job _ PIZZAGALLI PROPERTIES. LLC MOUNTAIN VIEW BUSINESS PARK , v 1� = SPX ConSuliinq OF-zso DATE REVISION BY P.O. BOX 2009 HINESBURG ROAD II`�ND. 7YOT we WATER DETAILS OF°I° ✓rX I'" DATE VISION BY S0. BURLINGTON. VERMONT 05403-2009 SOUTH BURLINGTON, VERMONT 'sue, v hecketl L�ngineers %nC. GATE REVISION BY AAI�I�� 11 pot?R£N !96 J3aN S/rlNr! 1 03129 02 REVISIONS PER S.B. WATER DEPT, j JPX 031V6 2 Essss JT%Rcfion. VeTmorz/ FINISH GRADE TAPE OR APPROVED EWPL�CENIERED-OVER ME NPE. BURY A' - 6' BELOW FINISH GRADE _ ELECT EXCAVATED MATERIAL M STONES NO LARGER THAN SELECT EXCAVATED MATERIAL COMPACT IN 12" LIFTS TO A 3' N DIAMETER. COMPACT IN 8' LIFTS TO A DENSITY OF 95X - DENSITY OF 95R OF THE MAXIMUM DRY DENSITY USING OF ME MAXIMUM DRY DENSITY USING ME STANDARD PROCTOR THE STANDARD PROCTOR TEST. ACCORDING TO ASTM D698 TEST. ACCORDING TO ASTM D698 3' , M" EXTRUDED POLYSTYRENE FOAM BPCNFILL ABOVE INSULATION USE TWO LAYERS, EACH 1-1/2" THICK. MTN JOINTS STAGGERED. INSTALL THICK. SHALL BE PLACED CAREFULLY TO AVOID INSULATION DAMAGE NNEREVER CALLED FOR IN ME PLANS. . FOR AREAS CALLING FOR INSULATION. SMOOTH AREA BEFORE I� CDNTINUE POPE BEGGING TO 3' ABOVE On. OFIPC PLACEMENT OF INSULATION 6• CRUSHED STONE PVC PIPE TYPICAL TRENCH DETAIL. PVC NITS GRAVITY SEWER I NEW 3' MANHOLE FRAME & COVER - FINISH MADE-, NEW RIM ELEVADON . 3" ABOVE AREA GRADE. REMADE SO MAT SURFACE DRAINAGE IS AWAY THE MCAST IN PLACE_:-� "A ZRINC MACHINES CAN PASSCOVERREGRAM TH OF E MAT CONCRETE RISER RING / I STRUCTURE W1MWT OBSTRUCTION. 4000 PSI DPRECASTCON BUM ROPE_ / I /-gNWFF. LMAIOiNOONCPEIE PLACE TWO TRUE UNION BALL VALVES TO JOIN 3* MR 17 HOPE TO ]' SCH. W PVC ]' SCH. 80 PVC W 3" L 160 PVC 1-CEMAN 2 " ":'.':�-'::'.':'. ",:'w� I FILL MANHOLE MM BROKEN FRAGMENTS. APPROA4ATELr OF EXTRUDED I OAM INSULATION TO A PONT M' ABOVE j ME FLOOR OF ME MANHOLE TO PROVIDE FROST PROTECTION. FORCEMAIN CLEAN —OUT MANHOLE DETAIL NTB FINISH GRADE LINEGUAn . TAPE OR III DETECTABLE UNDERGROUND MARKING APPROVED EWAL. CENTERED OVER ME PIPE BURY fi" BELOW FINISH GRACE SELECT EXCAVATED MAMMAL I SELECt EXCAVATED MATERIAL MtN STONES NO LARGER 1MV N COMPACT IN 12 LIFTS TO A IN S NAME ER. COMPACT IN I)1j "e OENSIOF 'X3X OF THE 8' Uf15 TO A DENSITY ON 95R OF THE MAXIMUM DRY DENSITY�, V MAXIMUM DRY DENSITY USING F MET. USING THE STANDARD PROCTOR e ea TEST, ACCORDINGG TTO O ASTM D69B TEST. ACCORDING TO ASTM D693 ?3 4 I . 3" . 36' EXTRUDED POLYSTYRENE FOAM . ; NlA, TION. USE TWO LAYERS. EACH 1-1/2" BACKFILL ABOVE INSULATION ;% REFULL SHAM. BE PLACED CAREfUItx THICK. WITH JOINTS STAGGERED. INSTALL WHEREVER CALLED FOR IN THE PLANS. TO ISOLATION R FOR AREAS CALLING FOR INSULATION. SMOOTHI AREA BEFORE CONTNUE PIPE BE.— TO 3" ABOVE CROWN OF PIKE %.ACEYENT OF INSULATION KAMM L 1 .:M 6 1 SAND OR GRAMAAR PIPE BEDDING COMPACTED TO A DENSITY Of 95R FORCE MAN PIKE OF TH USNCEMMAX&W DRY DENS TY E STMIOARD PROCTOR TEST, ACCORDING TO ASM D698 TYPICAL TRENCH DETAIL NITS FORCE MAIN PLAN VIEW MANHOLE FRAME & COVER" FINISH GRADE-, NEW MM ELEVATION . 3' ABOVE AREA GRADE. REMAN W THAT SURFACE DRAINAGE IS AWAY FROM THE MANHOLE COVER. REMADE SO MAT CAST IN PLACE �l CONCRETC RISER RMC / I A MOMNG MACHINE CAN PASS OC THE STRUCTURE WITHOUT OBSTRUCTION. / OVICN DISCONNEC I b00 PSI PRECAST BUTYL ROPE CGUPLMGS I REINFORCED GONERS TC MANHOL SEWER MANHOLE ASTM C111-88 SHUTOFF.,, -'� APCO 401 SERIES AIR VACUUM VALVE —OR ENONEER APPROVED EWAL VAL I "�SEEVDETxDAIL METAL STRAPS, TWO 1' 81OWOFF...' NEW 3•' CL 18D PVC., I VALVE I NCW 3" CL 160 PVC FANNED6' -ANG3"1-LES CXPAN9ONTS 101M FORCEMAIN `\ I 1/2- SHUTOFF-_.-� FORCEMAIN INSIDE WALL OF MANHOLE VALVE � !2M- CORPOlATION I 2' AND SADDLE Off/ . 3/16' BOUTS I 6-I L _ - _ _ - - _ - - -i 2".3/I6' GALVAN12E0 STEEL STRAPS, FOAMED' TO FIT AN VACUUM VALVE FORCEMAIN AIR RELEASE MANHOLE DETAIL NITS LESARON LC266 MANHOLE FRAME & COVER OR APPROVED EWAL FINISH GRACE 1. LAST IN PLACE CONCRETE RISER RING / PDDO PSI PRECAST BUM ROPE // (TYPICAL) / ATE I SEWER REINFORCEDCONCRETE ASTM C478-M REINFORCED CCPOLTMER ' POLYPROPYLENE RUNG 5' I 12' O.C. I "DOG P9 _... .,.. .. CONCRETE I WWf 2-/FT, SLOPE I PSI T 3,000 CONCRETE NLL DIA. 1" THICK (MIN) CRUSHED STONE - -HARDENED BRICK NE EDGE ASTM C32 I e' GRADE SS MORTARED N PLACE OR MALE PIPE MORTARED IN PLACE ALL PIPE CONNECTIONS TO MANHOLE SHALL BE BOOTED AND WATERTIGHT SANITARY SEWER MANHOLE DETAIL NITS LEBARON LC266 —OLE FRAME & COVER OR APPROVED EQUAL FINISH GRADE '..� ._CAST N PLACE 4.000 PSI PRECAST CONCRETE RISER RING REINFORCED CONCRETE SEWER YANIKKC� ASM C476-ee 0 I BUTYL ROPE NE LADDER R /L O.0 ////U7 T�FTSLOPE LL NA J I // [[//// M. NPE CONNECTIONS TO MgNrDAE HNtOERED BRICK ON ISOM ASTM C32 1\-GRPOE S5. MORTARED IN PLACE OR - SHALL BE BOOTED AHD wAT TI HALF PIPE MORTARED N PLACE SC.. 60 PVC. FINISH GRADE I OPEN. 8' NEWER MAIN- INv. 1 355,23 121 ,HAIR, 1 14' DEBAR MARKER SET RA PIPE JUST BELOW FINISHLOCATION GRADE --------,- -- •-t0'----------'--� PVC WATERTIGHT TO MAGNETIC LOCATION NTH WATERTIGHT BOOTS REMOVABLE CAP MM MICNETIC LOCATOR (TYPICAL) INTERNAL THREADS M5 MR 35 PVC ELBOW 1-1 /2' CU STOP WM PERMANENTLY A5• MR 35 DUPLEX PUMP STATION MM TO -- PVC WYC - MR 33 n ORdAATIG SKM5200 SEWAGE PM/9_ NATERRGNT BOOTS OR AN ATTACHED 'T' WRENCH HANDLE THAT EXTENDS PYC PIPE YWNTEO ON SLIDE FAItS PCP MANUFACNIIOI `� / \\ CNOINEER APPROVED EWAL TO WIMN 12" Of THE PW ELEVATION CAST IRON PIPE OR AN ENGINEER APPROVED EONµ ' � / \\ AT ALL WALL PENEIRATION5 #�M�VE 5DR ]5 SM 35PROM BUILDING \ PVC PIPE --NK FERNCO CONNECTOR go TYPICAL CLEAN OUT DETAI6" SOR35 PVC SEWER HT CAP. /CLL 6PWIVWEPvc NPE NSTµI WATERTCHT CAP ]' D.1. NPEINV N . 3M.DO / 1' CHECK lr3- GATE VALVE 3' GATE (HIEµ) DUPLEX PUMP STATION AND AUXILIARY DISCHARGE MANHOLE PLAN VIEW Nis CAST -IN -PLACE ALUMINUM MANHWE FRAME AS MANUFACTURED BY BILCO NTH FLUSH MOUNTED DIAMOND PLATE HATCH. 3D%M' rINTERIoa OPENING WITH RECESSED HANDLE AND PADLOCK PROVISION, OR ENGINEER ANNOLE FRAME & COVER FINISH WADE / APPROVED EWAL. %N`- OIADE ELF V..365.30-� ELEV..]85.50 _ - - - MB' DIAMETER \ BUTYL ROPE iHHiECAST CONCRETE YANHWE RIME CONTRACTOR SHALL SJPN.Y _ SHOP DRAWINGS FOR APPROVAL —�'-- OF PUMP STATION CONFIGURATION _CONSTANTLY /ASCENDING D 1. PIPE 1. ADED END CAP J' GATE VALVE 6' PVC SERVICE-\ i J' INv.-3wOs- "3- TEE 3' CL 160 PVC PIPE .356.00 /-Y 35600. —_ 335.28..3..I J' CHECK VALVE-'� -J' DATE VALVE 'hull l CHAICE FROM D1. TO .-. .. _ a 16o PVC PK •. "• ....` _.. �54 GO L3' D.I. PIPE I 1-1/2' PVC PIPE 1 HIGH LEVEL ALARM tr-S-1/6' PER FT. (41u.) 1 LAG PUMP ON.]51.6C._ .. `-C.LEDETO OMECIRA AND LEAD PUMP ON. M1.50_ .. _ I FILINTO 1-1 /2' PIPE PUMPS OFF.351.OQ_. ....+ .. ,.,. +.MANENTLY ATTF "WTTAACHED 6' CLEAN. CRUSHED STONE-- MOTSHED TO FABRIC \_ MIRAFI H CRUSHED BENEATH CRUSHED STONE DUPLEX PUMP STATION AND AUXILIARY DISCHARGE MANHOLE DETAIL NITS °ATE REVISION B, CLIENT PROJECT TITLE DRAWING TITLE Sur," S,G[, R Donald L. BATE REVISION 9r Be,pll`. ✓Px Lb 01-zs0 PIZZAG'ALLI PROPERTIES. LLC MOUNTAIN VIEW BUSINESS PARK •••- ,-tied •• P ...., : ti,`w� kF9 J9amlin COnSTdllin9' CATS REVISION B" BT0"P JPx f1e P.O. BOX 2009 H/NESBURC ROAD �WNo.7201iW SEWER DETAILS ITngineers, Inc. BAT[ REYISIBN yl' heEAed Ba.Dg S0. BURLINGTON, VERMONT 05403-2009 SOUTH BURLINGTON, VERMONT ?A +:�2G16 EK6°/ G N. ,A /ONAL•F'� •` RFN A MM"FFFLLLLLX6AN, J95 fiaT! Stnel 6saer Junction. Ye>mont i DATE REVISIDII BY Dote 05/06/02 ADDED DROP -MANHOLE DETAIL JPX 03/06/02 MADE PRECAST RISER RING NOM.. ALL BACNFILL TO BE 1nORUU 1 COMPACTED IN F- LILTS TO A DENSITY OF AS% OF THE MAXIMUM DRY DENSITY USING THE STANDARD PROCTOR MST, METHOD A. ACCORDING TO ASTM D698. ST. CRISWOLD PRECAST CONE TE CATCH BASIN APPROVED EQUAA AN L Y (REINFORCED 4,000 r— ._—— — — — — —J PSI CONCRETE) UNDISTURBED SOIL OR THOROUGHLY COMPACTED GRAVEL PRECAST CATCH BASIN with STORM DRAIN LINECATCH BASIN with STORM DRAIN LINE MS -VARIES �F�.YAfiEST_---1'ARIES-..— A' TOPSOIL - FERTILIZE LIME, SEED, Y MULCH 1 �j ES 1:N (N v) . z TYPICAL GRASS LINED DITCH m A' TOPSOIL - FERTILIZE,.. --VARIES- —1ARIES�[�--vMICS---- � LIME. SEED. Y MULCH IES I ' TYPE1 STONE TILT. ' E F LAM.., 'T- a,i -vAOT SPEC /708 OA GEOTEXNLE FABRIC DITCHES TO BE STONE LINED `A" WELL -GRADED IF SLOPE EXCEEDS 5% BAN[ RUN GRAVEL TYPICAL STONE LINED DITCH KZB VARIES, N.__. SEE PLA MNI. II DRAINAGE TC WITN END SECTION 12' TYPE I STORE FOLJ / vA01 SPEC /90A.08 \[18' TYPE I STONE FILL MIRAFI IAON_J VAOT SPEC /TOA.OB GEOTEXTILE FABRIC TYPICAL STONE PAD DETAIL Am 1PXSH GRADE LINEGUARD APE OR III DETECTABLE UNDERGROUND MARKNIO APPROVED EQUAL. CENTERED OVER THE PIPE. BURY a - 6' BELOW FWISH MADE i_ SELECT EXCAVATED MATERIAL -SELECT EXCAVATED MATERIAL WITH STORES NO LARGER THAN 1IN DIAMETER. COMPACT IN .. COMPACT IN 12' LIFTS TO A DENSITY OF 11% OF THE 9' 'OPTS TO A DMSITY OF 95X OF HE MAXIMUM MT DENSITY USING ME STANDARD PROCTOR -I .. MAXIMUM MY DENSITY USING HE STANDARD TR[OCiM TEST. ACCORDING TO ASTM 0698 TEST. ACCORDING TO ASTM 0698 36' EXTRUDED POLYSTYRENIE FOAM BACK FILL ABOVE INSULATION 8HALL INSULATION USE TWO LAYERS.EACH 1-1/2_ THICK. WIN JOINTS STAGGERED, INSTALL BE PLACED CAREFULLY TO AVOID INSULATION DAMAGE Y MEI[EVEP CALLED FOR IN THE PLANS. f FOR AREAS CALLING FOR NS "M. SMOOTH AREA BEFORE (/. CUPBEDDING i0 ]' A80 ROWNa PIPE PLACEMENT OF INSULATION ' SAND OR GRANULAR PIPE REDOING HOPE PIPE COMPACTED TO A DENSITY OF 95X OF THE MAXIMUM MY DENSITY USING THE STANDARD PROC•.GR TEST. ACCORDING TO ASTM U698 TRENCH TYPICAL TRENCH DETAIL HDPE DETAIL HDPETYPICAL STORM SEWER ATS CHANNEL INSTALU.TION mwP n[,[, Nmwen+w m awxu..91 pf YPfi^W 1I A k A i 0 L. x X % X X. 'ly µ o[[r Y 1.8 STAPLES PER 54 YU AM"C'" OREEN �'• 6 C /LV7 rM V[ a LSTOME LI O ERILO OUTLET STRU RE. SEE SECTO MA PVC PORE RETENTION POND OUTLET SITE PLAN r -20' CATCH BASIN I, TYPE I STONE FILL' --_ _ NORM_Al_ _._ - _ WAIEF11GHt� 3' INV. FLEW.-388.5-\,\ CONNECTION SM 35 PVC PIPE 3:1 MW PRECAST CONCRETE_ 1 FI FV 1m OUTLET STRUCTURE POND DRAIN (/ / 8' p.l CATS VALVE TH .w BOX TO M 12" 900-PVC PIPE. / OUTLET DETAIL. SECTION A— M' / 12" TYPE 1 STONE OVERFLOW SPILLWAY ERTIMT, BOOTED MECTIM SEE PLAN S' D.I. PIPE OR POND MAW 8' D.I. TEE 13" C-ROD PVC PWE S�O.00A PT /FT. ] SEOIMCNTATON AREA_. EARM BERM RE�CNTIM AREA-__. .._....... IIN, . �` .__ WIDTH VARIES ����.-- ...___.. __.._.. ..._._..__._ _ __._....__FINAL _ WIDTH VARIES a' TOPSOIL-FERTILZE I.E. SEED B MULCH � WA NORMAL ER_&LFL}Q2._. Y3;'NCq MIN_ � D IN 6' LIFTS My UENSITITAF / Y ,,,,,,,,LL M1TtYW! IN. ^Er ASTM 0-898 PROMDE /; TM THAT EXISTING A9p ,)'Ty `r T.a[y,;I ).'•. GEOTE%RLE STABILIZATION FABRIC. �r +IMTH AMMICAN GREEN P300 ]ND BASE. AS OR APPROVED EMAL. SEE DETAIL. ILGEOTEXTILE STABILIZATION FABRIC, CEOTEN E STABILIZATION FABRIC, NORTH AMERICAN GREEN P300 OR APPROVED EQUAL. SEE DETAIL, NORTH AMERICAN MEEK P300 OR APPROVED COUAL SEE DETAIL. -'- DATE REVISION BY Sfi•,.•••.••.F',Rs�, Design 6bnakt %A famlin .NN PIZZAGALLI PROPERTIES, LLC MOUNTAIN VIEW BUSINESS PARK =yP +P zi : �D� JPK COnSzdtin 01- 0 DATE KVISIDN By P.O. BOX 2009 HINESBURG ROAD No. noT �: STORM WATER DETAILS q k tW _ JPK DATE REVISION Br engineers Inc SO. BURLINGTON. 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N/F a o+DIN Ili aR 4y1452. 1. & lb ' 19 '1 ,&♦ 1.42 1.w 1 T1 116 135 1 a O. 1.01 '.bl ai0 b Lk -I 1 ' 1 ab a42 1 ' 02 112 1 1. 1 all a}] a al 15 1.13 t. 5. ,.4o 1. a46 0 a4s 1i1 •l0 1 13s L4r a 139 141 '1B 11A 2i1 +Tli "• \ 1.0 0A 1!e in o4+ 1S9 1.6 141 31 B I z1B b z10 1.k o51 h SS 4, a?e 34b a 3. 1, 0. 0, a e69 �ewem- STATE OF VERMONT - INTERSTATE 89 -WUJh_ DATE M" BY PROJECT TITLE DRANMG TITLE Survey >Cde J551F' •"XE �bnill Li. !/and n DALE REN51019 BY De3ig1 AD eo 0 oa Bo PIZZAGALLI PROPERTIES. LLC MOUNTAIN VIEW BUSINESS PARR ,cy+° eP'1:� ✓rr COnS7lll2n 9 Of-Y60 DATE REM BY mMR ✓a r Fie -- - �- P.O. BOX 2009 HINESBURG ROAD � � �W ND. n01 j W " LIGHTING PLAN engineers Inc. DATE ),saR BY Ekes JVIY Da9nq SO. BURLINGTON. VERMONT 05403-2009 SOUTH BURLINGTON, VERMONT -s,STE�,c Scale 1" = 40' AAA SYONAI F'� • �1 l96 Aa+t SYswf DATE REASO BY 06/06/OY ..... &1- JieRc'lfoTq Y N the En Ne CMIrMw MU sTONE. Owen. ,l w w.etoed ,_.. one _,, q,... 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Ito cloy « wpanlc ompb< a ah roan 95R of the r y °•y <ompoclad tnfoexm purpo»a, It may be nweawr ro de Sots plan! of <qui0mml oa bOCMoe buckets nMlmoxmail-, Yl °DProvAnell not be Conlraclor'a Sub -peas of yaYet or ,,,toes rock mall M pIKetl -Ine Prwerl r le dkectee EAcaNNM fa e•epmllp « .;denMa of pmmanent drolnape elleM1ea Mall be In<IuOed shall be wNl camDaclaU I,n Dlo<e. q .cawlbn 0 o1D wnWOmM fo o; w<1.M wulpmml u Na file °y t vecllM Darlains foGlhe au0yode N 8¢r< Pwlve layma Md MNI be o mNNwln depth oI ia" ° tic on nl rNKUMn of afre0ms !nett w\ De c'ade.ed ON NOIES WORK INCLUDED: Work h^ Vdatl 'a ante FO<h Mdl bk +.°roughly and toliN, compacted. n Ula II_. TarrtDIXarY « D alto. STONE FILL The LMhWtIX Mall cMlwmily walh Eimenalona 1dbwN on Ine don « rW R OF RN AND SPA-S-_" Engineer I°r aortal I... [ tool r ,• iDlgt t0 P,,l , 1 ,.Ile end hor"en by Ue Enginr . layer under mlal-bordWf •Orin a all. slaw NII Ii » ably close vhown »cUon 02620. < Y f al lot a orderea b in. Engineer' rl ed n tHE JOB 511E: the Lw+foclw fnbll be rHDmalrpllmee•IMlrq n C-bode from arY -e all n zardv c'ne led gl a lamp«a pewmMl Mall Oa PIONaw .IInN 38 hW n ololpha coI no' been of Ina EnglneM, m Y II Da Urban 41n Os tleac D SUPERVISORS ON m to on the )Pin ells o! al Ib MNI by PrdedM Dy l e r t wlUrinotM w«kinp I n,' a AI 1• Y orb I. M .ed by le Iltl me dw M uf•0 M Ine alwRli011- of •mwnkmml, one 9MN be DIWvp In Sind min for town ar•aa Mo ° X enure antler nia d4ec1 • D Y weOmDliMad by the Tne DUD maleri0le or oiMr equipm0l EARTH EXCAVATION BELOW CRAOE'. 1Waal.vm, en +ns oDlnlon In leer• la 0 1 the wnsiructbn n Ming l thew Op•n ttencnea. w IMce « R All boMhll' d D,Ior to .N4ard Multlown al dl localians w nner toot wll rN ° l S.de MU at Oesttbetl emw . wryelFm « With is bmdcod.s, sn °91"+^ de Pon roadway w0)wt tv wnlWlo, hpRl<. Tne tempaafy powmanl fnoll °+ or below gro0e IIM of Aline « sllucturc plus aepin I DeeeMg 1 - a m antl delenU- wain Mal Da ...t_Uhn is Y .keel D the Prone CMlroc\IX t be orvartlaA by Ne use of adeW' -led 9It ° Engineer aY arY tote Qra v oa eh.wn - tie Pbna rn to Wawld e1fdWMp Sind mla Ito In• 011cM1ee Pllm• CmiroclIXn« $aDCOnheC+wv Y h of U«Oupnly compacted DilumNWs caKrele. Temp«mY for IWnMti°ns. N that IInM be excOv01•tl to wen OddglM°ItdePlh6 °9 04<tled Dm 5lM• Y 'fcllM 02820. or. 1 oeea left In poa'In owrnphl ore to be Properly I0 M 1 onfla1 d of I...I on In 1 Med o d M011 be rwlo'ed WIN pmmOna"t D°wme"1 tin EngM <m Mtl lots rMllw rile eras eel stone. Nl c«n 0< a ° °f de»er ;e°aM DI NI MO v«fOH Car• foal M ibmoh in• d°Cr^9 NONma ul Ild of raWlrod An PrwondructlM Pnoto9rWFa Mall De lake^ by he own h,rwhltM fa the sahtY of ell wwkmM and t NM,d Pit. " MMI'�m oltw _ oar auwenabn o too Or +nk w p. rea..I elect of ° hltar fabric ov tlanned in $acllon 025A5 De vtllkad In Tito• n » G-+1rYc(em M-open a bid documMta tar SIIE PESTORATION. M IFe rm .-W by Arta. to temple on. If enter IMrk Is uNixel, . MNI be in.I.led a Its <° uon Ine uMMYYw malmbl. w ""'ll SHOP DRawNGS'. 4 esmlbtlW of aR ar as to De °Hated DY +his c " bet. 1nHe pnolaq,W Ages prWm1Y KWrrhq Ir_ cae _ minMum b vat Irenchea as Mown -IM1a C'NO<+ Droringa. ,T I„ et°nee moll to doPNYma dletribulee IFat iM1ma tint be f to De wbmilled. leliw of c-alruClbn to detowl wlhlo<Iwye comDl',Mce wllh Tne Conlraclor M011 Da held r 9p�nlaiof o Idlur On Ine Derl of Ina Cvntracl« to wpnl l0 grade line In, Aline a Y^e m f� ae e drawing "Niad lit. Celts '-i'.... All D WaIY gels n aedw olitol l old lit •mimriu. Waring i el Cemanl c cr<le PmwmMlf Ill be a lnvA^n 8" slMe or or m•cn^nkol . now been d sate Iv ".lr twaoued. a neNpencI t i,om h lard o °into tn"""l mOt•rino « eWrom<n Mi<krefa nua to Ne IFkkrwea of Inepanpl nglpo to Ml.abaovM9no co» lee n 1�- nag ben, removed bo w m In•. la9m « ntll M re Thal all Dmmil' -d tic Ml d rHl«oti- till tot inb <'alrucll- Moll De 9 total be « Drop.. Y work MPO D Y mol<F i It Moll Wipmanl moY Da RMITs: its eonlrOclor a o to in a1«ltcammencem an di.turbed oe I ° nr nl .IIn" Ue wIXkrp area. A ad• V05HA 1nk4. The IeD suttees anal De MaDw to moolnl tlp nin9 Dawmant. UNAU IHOR12ED E%CPVAhON', i Tne bottom of onY ancaw I one PE •V w De r° an W to Oclabar w wk< own M lF! G'\fwl Maaingf, w Inal wa¢cr;oed Y Ine Enginsm, e l fill I.."ll lob obtarn<a an0 all r.u........ Faw b»n Dad Ill r and mwMetl H Dm Seclb^ 02820 pr nY IIm. of In'n'IY or 9 Tll re f9. P°rl• T928.fl5T antl wDllca 1 veHW (alrv<lwor tie) Mon be m°Intaln<tl btlwa+^ Hlali"q on A twat or q y wHM1 well compacted Dead'm9 wrran9emml'of In -laments w1 OSHA re,Walbns. mle wvwr of 2". Concrete mWnl to ads al ins LO.treelor'a <VOenx by rMllin° reW'red to on orr N9 aDKifNd r alp. an r«Y. submit Avatar teal rewlla 1w nehw malerlas and �aWlollana. m+aM1. Rai""d"9 sh on b< OIwM •IN a minimum c- v f Ine Inlet, conho<lor Moll -+n• IPr proNang 41()7D andl De In«WPM; campwle4 !tracts oil to lM balora De gtn D)etlad to +or°Ine. (l) mOlMl°I. o Wh<n -alone fill and liltarrbi0^kel are 1°<De pb, ,, ,he o^atrld.,a-1 hill . the $oib'' VNd- Tne t-Iroctw M • of 1 Pm 50' E PRCVENT ON W tI— Mdudn ell maprMa not dOadlwO o ka an be PbNo con urr ntlY o eubbaa. . l.nl,, to • Mot. M N,l«mN ° p15>0 days 1I ' moistM tl lit pWm or burlap co ring EARM E%GAVATION: E°rin an veal, c1 Pr°tectiw molarrala A pY Tne Engin•m- < Comwclbn teat '•DIG4AAN N] .PROTECTIO OF TRAFFIC w cral¢ ol ew11M -d hcludea. but ie not ,-tied to <u,Os!Tana aline, povemenld bu delay en, nMmenl lMMs Pln! 'se opinmiie <ompoc'I- teat raw 411, Md i orr 2.50D aI Il. of III ana 'art Illl rat D BilvminW+ wwmMia kn0 De rwuwed wWh 3' f Oh, M gaol m sad c vN•M,dpan, o +• " Pi DOe m trenM De POY cPleonce me.ulnd, muck. ,ro n a 'rya! w rn maaaN an 1 ba Potts under .allr metnode Man De uwtl r rock I. MrmedWM M ln¢ w"' GMNwIIX Md .rn / wMMawr 19 INa n oc ,Ine Ins loan o cuDlc ywa n vdume Wna��{eee alms m and IILte d e 0 Nlckn.a of prolK<iw Bala Ina C-treat« o oI e 1 Y P « mecnMized wUpmen( v ih,r NkxMal AAla!^hoeYe laT Qy +OpIIX°lmot^os51 ^opo e°^re Dr°wm9 D 20 1 1 minmza •agre9 Ilgr 0 4q r•W ra 1 y n WORN INCLUDED. Thi¢ Qact' Mc uses Ine melnode n _. DIDU prwlm Ih- me Iwl m dw I by I^ t a In IM1a area of 0 Vub is ,,got In MI lain IXrd P,deci Ir if . t • torn,- e a N obtained. __ Af Mf• ENl rnnN M MdM9rwnd u J 1y w»m•n as damned nets smY r YNd w n ccord°nce +Nh delONa Mown on ����ppgg5� '�rr////rrr��E'''�jl�- The alone aMl be M9v « In t nl+ MkF untlmgrwnd ul ( moY b+ IOc°l'2]3M1 DI arts ton rtlwn not tlyyaDlpaa1 Y'Y po ldlnv9<h 0 A FfM P D AND (d(E1LL Stone 1or+a[one �11 M01 be apDrowd hOrp bIH� d ro 1 J of Ilalns �pa e1mMNon. rlena "P. o In aganma I rpu4m a eV td-free nu 198B-N Mittel, Tne c k the IocallM of /lfe Tn' L E�oclor Ma roNde udlIXmeO Irolfc Od<e « flOWnm the•pbne tie cu ba Mal De r• Kae 'n I n0 The •lone fn.Ihal t' 0 vi"°I..(d <Mlo I ^ a e 1. 4num r . VAihc INCLUDED: Tha •tote orNaM Ine orokcl mono,ementtantl control flvndortla bavin tom d ulilihH in 111 IX N+b° Y °" antl/« Oovmnmmlvl °pent es kRll ea' a e °DIY wal oeetl Ir d moat b< mat by Nh Cmlrac( l • W°°", v ant. emdoY flapmm of any IKalion ai Ine r E+Ml.n, granite cur0e may be salw9ed °ntl exl. YYOPN INCLUDED: Wok of this salt- perlans 1 N b 0awW,, narpl n tllixed D the C-lrOc'!«. IWYIIIN. The u1tlllY comp -Ma Mould mw4 heir IMea wi1Fi. forty e19Fdidaw).h 5e'em Dy the Wnam contlilions wa h tool Iney w' n al-. wKNed w nwlo canpacl , which must N u Y e DI fa no+IflM (.clueing $olur0ayr, Sundays, Ontli Is9a. <;Rcoi'ron. Tne CMlwclol' a I'uiPmtol a mflr-ni. opmbti°nf rh HtwIIMN In O........" it" do'o""a of molmlala utillied in bock Nl operalbna which N< CMlroc\« mud cemPlY MON M N toot et Its toe al aW the \I • 9 1 of De clafsiReO Oa "utillly un,kK Ma Spa pro)•cl Men M1lar ale A mil ehh , . fOfelY 01 +he Ira NNgt public, wa Meae.11Y WOsk [ovmof T,-IwOrlatri' $'onaarI SDOcificalima (a HiMwoY and car n 1 In ell wry Iron, 1 NM (012 NCF•a MENT OF PROJECL $11E: TM C-trod« iKto1 to Tne En9innr. and tooter fOcnitln Mon n Iron, IF'ro �wu'vemtol. manner interims wino 1 e SK1bn 65i, Vern, -I A�• N doe Mdl now o least MANAGE alaoil M I<(l rn neillo. eat f Y lAt excawll-a tot a._p, of M place on na proPcl M Blid Cohely lbn, to fo11slKYwn of N• Dlflri<t iren•Dat0lbn Adminishd«. M Oo . tn< IaD ells ri• Moll De tn' w9 ham EmNBweY NI WI'... Ito Appfowl I« bftldMq d chill t M arot•lwal 50 DarcM1 1 Ine .w4 9 Y • i set one a•D n Ine phew m tint w ring Npng in dewnce \ o a <nea drv<IIOn W p,^ f DI au In. Contractor al \rattle -d of all Nt.rmadiapme TM9ConirwtIX MNI De rawonebla fa Ina turf antl 1s,00e of lM W Wnd t;ENERK: Eton ahuclure or D«tits of ppe.Ne l be Mave<led and °proved Ibry o T 1 The 1- vat ell antl un eery con 1 19BB. IM1a m-dalorY no(Ircolion o 9 1 f .dlura loon all a to lFf u» or the rw0 0 a Iliad 0 In• Dlatrlcl baddinp and w<Nnll betas it I c cared vi dhe. MY PIPNIna iWM tot N WIbkntotbn of • Ncnta o dells Os xolktprw.n»•. EflacliW January Low. A of 51.000 may M rlaNhd a opmoMnr mbY Nlmlme a a edn<kes .IN M eM'tlnB rood. Such warning tie )•IX I,!on 9 Tne cOmDltlbn bf tin .«k, Dec Y ' 1;1u1a hod ac<plantt 1 N< drvdwa « pr a p0 tit Slot• oNe -lak a adocN IIFWt tldllbnd uma boll arY tram 2 in<nn to Ja in ropclln ail udtlnq sVudwer ono work V1-s an 6x' _hh, Is fmodt pdnla Mme lets trui•tcpolvne •r clad M o cordanCa with the plane ,, n1.nN and Tronww,," Administrator. °t line, defamed a damaged Mdl Dv . o d monbdev 1 0111 m0a-,y b) Tae 2: Tne bngnl-imenaibn o Tne stone N dace Mall now a least ins Conlrwla M bPfO ep-'DI¢ for ° axDMe� Inh LtoVac1IX Mdl Ilya al INNF-e Dlgwl< M segos atol M • 01 Inns apeNnCull's oorwh b.. No ttOc eNlingmwll be din, .., sullioe,11 ae determined i ins of 1 Mod 50 pmcml of the vat chew wnpielee und+I N a lee ° pepduref died' IXe nK N,Y +° DrolK1 bolo ufe .no 9 11- 10a11, Signs for Trofrt Contrd, Engirt ur<' ntll e o Y hg vv Y� 'tab l,d . h eadw, Aimm.M of 121MD•a. l OuIiME Md inalllu+e wcn pr , b•IIXa Nh hoot oc[eD+once of the aerNCH wcoai-<d by IhB Conlcact anull ba wk for by the Op-1 EngMam. Ail + N fits Mdl M owd Iron in' c-atr'clion I Y on of 1 elms shell Y iron, J inchH l0 68 in ores Y. MiM, during I,- proyaks ° DIDBD Ina cell or Ir01M Ddice �� u - e"ehl. mien.it. D M• rFrpham, -- on awNetl o n tan w<wtod• nlOnean ow o prwerly CmhllcO. of ComppllOn, meY now b• pppLC R_E BODES MWVKWed Irame Dd,e xi a De pale v0 .O.V Dot endl BB C � $T�-IIF+-DE=vim 1 0 °^a c) typo 3: me n, w0a1 IIbIIMM b ln. I,,- I, a tOr'aten Mae, C-lroctw. 1. coal of carol items of wwk N IneXnetlup o1 PrkH f PPlnq tie wIY antl of No¢+ JYJ pmtwl nai�uma IIM sl-. N dwe Ma n .op o .to Y MO ,e lae.d d In. Cmtrac D ,"t 9ru ion n II De rmnOwd P iliiN -this De included In Ine Drlces Haled M in maNloNee vnl»aa oNMwife oulhwlNd DY nr Ne la 1 Ne Ill led or sa y p•rmlle . tad MN lro :. "' tan to or elwoed al Tne tlp. No n vimmfbn of 18 MCMa domOB+O Iron, any cause: aM as wocinN dherwi>e, u VIORII INCLUDED: The CM\tact« Mdl de all de«; bbin tl tri mantas to .CmlrKlor s.IN at Ine crostruclwntsola. I ° alto»°I oils d obtaMn for bolo III One molmraa. NATEPIPI SPECIFICATIONS: All n,alei o10,1 0l Its ""IT , -tl .na meal "' Wdkwl• m Ina Prwowl. Twa-way Malik Mal M to perm;l t-dru<lbn of ins work wit 'n Imr IgltmoyrDt alockpr 10 M n lost Properly ooma9+. on+racl Mall De ¢ublecl to Ina wdProw IficI". -d . and a of Tne 1oNovNp Me EnpMeer. menls es rill Oa indi at•d h tn. arawhgs. acre Y d) Ta. a: The lo.gd dlmtoflon 0 Nh d-• +ntl. vbry Iron 1 be. to et Maros rcised on the Derl of Tne Contr tIX by .1 dine w I^ emmla of the'J." wkiiN »K w. local p lK, Mtl fire deport k Of Clearin, -d PIPE SECONJD'. PIPe beddlnq endl be that malaria er In,wln, III l Wdrller maMto1 to C«•the anon b• fee d lMl 0• Iilll. eomo9a oa pas• reWir loll -a w OwaMM19. Sine LM Contro<lor ehal do all M Nary tow g IIX yaN<I past, f .d 1 Iwat 50 PmcMl of ins wlVme of Me alone in duel Noll now °legal iwp PrWmty I. lrna and Mrubbery, rrn Ins11Wt1-+..wc Ine Lmlrecla Mall nobly Tne En l 1 to claw 'foal!. Tne CLEARING AND GRUBBING o be ved DY +be Ina pin. For all Plael is Pip;n ones dmMsl- of 20 I.cn.a. on pr J. M auo.ara Wn;wiee dfuw . nierod Olflcids al Iegt y2 own N ae4mpioollsn o annome oH<mai• ra,a. anal aepoar of ell maltrid. inememp htH a b<:y ° "` dPad f Iw<t man. it H+MO from !tie bouvm p Me dlreanna. a" N'nrlc ufhedrta�on.„• tMwl dose cant«may mat'.dimtK mmla. Prole Mara od' cent to IF. emshuellon. Th• nalitvlr a PII ar Ww or IaalurN X' o. CMerete I Cmtroclw an vlln Tne Iota paver. mainlaM wiladY m rkv0 and ..R Ilglrlad Engkeer. DlsOoaa atoll comply alto local a flmle d wdNa -d akntl I Iv011 prwerly IX Ammk Is „ a ee. rowels nM IMcae' n ilim 0 w d Nalero o ow p ntl 'mlleda. Encepl WtnN w1ua111nH of trencnae malNan. rweww lour 'Ip•. t0 a Ddnl 6•I OMrkaddNs cro0elail d Intlbn•a Contract Orawln.ao For declfl• ro 1.Pp11. drmenabna` elewi'xNnal end airlMdb<olb^apr drede0 on Ine °boa N wemd-ce Conlrwlor ry resDMable Ito enwrIll I'll Ihs co OI I. I I l0 Nh cmhruellm. Amerkn $wMY of TNtNB °^ lruclbn antl Moll at n e p . m¢ 4Na must Dv removetl. no toil. trunk! o and nr or -alto; Pe oln IXgforce m en0 Ito reMlwefd canto la a npnall .toted , r•sl0rsd 10 Ina CMdi11M +oleo • P Ir o IatluN to Amtokan Indilula of SIHI CM4 eelwra-a. o! lrp(rc RwmM d unilormod pol,ce doe not relieve Its aidewollw to 0• DYaI. M ante. a mwlaerwpuflred or aDProwO D Ine wa m °'^ -dm.0 b IFe EnglnN tit bode I• eels 1« al damage rew11N, °^' Y gr°WIY a N ba h" reapon Anne, d. Water .. Aas°ciordl ,he em0loyme^t a r (<) ovao o m Iryal t I'd, .It mmW «Nga t bMOh MNI .p.d IIOm foe bottom 0f Its UMM, wit. IneN wKllltbibnf a a• Y TM ConUocl« Mdl slim - 'SlOntlad Spwifkali-s e+IX of onY rawonvkllltY o uabYRy Uw•r Iola cbnlra<I. Inch" In ebmelm Mai M re p,e»P me alto tee meta slam bats, M 9 Md reaped to Ine linty M0ko1M M lM cow, ,M tin proNs'rww of Ines Nallo^' Vmmonl ABmcY of Tranep-! Id • C-shuctl-" C-Ua Enpineer, CleorinB MPII M done naWrol mannl TM CMlracl« pain r. well a' below the 'w, of tin pros, to Ine wrin9 line of In• Poll Cod antl Mail c nfi•1 of DIY w 1 N till a ardl be c°mpocled o' Der sm Mdl proNde Inv G-lrwlw wllh road br HIgFwY and Br g Ina croshucil - to 9iw It w....,. a. troves 'lone. e0 tl ore lo,,p plea to In B of oom de ni Nv Contract Dlaw v.-s I^ plat. opvast Ave<IeA LY ttM Eng1.nrem and 1 SURVEY f,ONIROL PROWDEh nB Enppn II ee N1 -s tlma mlW ibm•allll, the American Welding Sw1elY Otayt alum. Md rats within Darn,-ml rlghls-of-way. n pipe DvdOing Mall o P°c»0 to its mnhnum OmNt^ lone. on lM d w -kid able. XM cmlr0l aM and d I.Ctrkal Code A' RGk1T_pf-WAY Ml1,ucliM rt not in ,wdwoya. 11 is Onlad older r0 P.Wide vnAOrm cPMpwl mane Uw Vip•' $paNRc 1«malim ,d°tiw 1° Ine Ini+ »clbn. All NWlhend°chpmarlpr°p•a and Dr°1aCIa0 I° Me neat INea Inelcated I It NtmaK11. cool D Ik I- ropclln9 control DOlnle from tlamaB• 1rd NotrM E P n neiD D tdfliM cM Pbmbin Code oy.u9z.i`�-�""'�-- STRIPPING TGPSOIL: In gMeral, M " 'fad coarse witM1 lopfoN. A,,., IlenMhg pip• b.."I to be ut Izad In. project . De iW ,i M Ina CM+roct D,awlnq• ° m Its plats prior e CMlrwtor MOII b o" uiI by Inv EnBMem to rna Nallono. B Codes MO P.rmlts melmio.e. 5eclbna 02520, 02 5. n additl'al w«4 ba rN eblh Stap Md Lo[d ra Ine amen+a Ihal Its C-,'Id., one ,,,w\e and ThInc Ilgntf-o ' o + d, v materiel undo, ins Ne+Iha co o1in9 fpwiflc ly9ea 1 Pipe Sim• (w rbrw MaX M waew0, rWpF. unMrn •wnnaiflanl to tnaratl onan9ulaler eblOCpuM. SnW.d D. Its C-Nado,. Al ApP.k IRc0lion of M• section 0 - r elalbn or rucllon 1 slru<lurea is mints a ceeq un0, of wa » h. (hall M NimwnN ) ca le mad• to a aplc WORK INLIUNO: Ind"" , Ihia I wily Mtl pipe IOYNgktl pond Or anal • IIM D,wlic0l. Thf aloha Mall nand, • intended. The Indhri0ua Pon TI NS ANO REFERENCES: Nnar• re/free mud mast 9 •M•°Y rivrtr rasa. Pr_ with lasts Me seines o+ wacllie0 ''^ 025M' -d 025a0 °ov PDropriote. (w Ine pwpox In»r. PBBFEVIP 0 a0ciolbnf w-let it is undmdood tMl he while wwkln wimin Ine Sldla nl v yy elude all molarlel Dlotad Mow lM 0 d ro".Hn, and witable In awry rnpect .1, be ,." by the En9 manlimv0 or atom oe antl Prior Hall De a %lrr Moll be Nfl M ° c-d;+l' <Wal to tool Mich soups no In BMM maps p !env ONow II awl N •llw+ Ol Iha e01• of „eelpl of tilde Moll tote t Inat HpnwoY Pmm,la no W SKlfun 02ZO GWnd PIPE BACNFILL: Pip! backfill fa ihee Proiltf • D Me os Mown on Its hl-•e MNI now a dwln plain to Ma Inrckn•H of Its Nimum ovdumed 8 cu01c W. Unpef v!M»I» OroNded Ito In Fe Doymm+ gl e.rgnalbn d tow k b•lor. UNEWAL: na ConRlAr lets, foal 'rn `r .ilMn a public Fpnw'r •ripnl-ol-way Del«e c-slrucMn Alp• bedding to .Ilhi. e" of "I'll glad• a Io hood w W pp Iwle soX ,.t ,(... place, Mdl cone al of Tea Ihal M1ow a m MEASUPEMENT OF WANDTIES OF WMK: precodtote oven IFou Iis1e0 to lM cOm y 1. rucllon oblalred ham. Ine Contract Drawings Ito PIOa' undm rwd' -0 .hall ed. Mdl Der ONcI to Uv fnl, ante + olnmwM. natty. of Ine Sp+<Ircalbna. the mdFOe of mwauraman rna rave 0l kka hall ba IM1alon , Pmmllf for xm •VIIFM 0 $tell• nlgnw.Y rly 1-ol-w°�shoil D men m°IMiN ham lM en<owtlM N°IMN+ usa0 Ithe Winbn of l.e En Ine orWce 0 c.W»a er Conatrucllon Manapm. 1 00l NI Ia tinting -0 Mvt•r elf brN Vermont A f Tlonano.talian. ontpNi•r, v ant, ^ pineer Aatmmined by Ine Englns•r Ihs melba of mnsurement A51M Amerkon Sw Y DIaMN EnpinN,, 9encY ° _ _ RN NG NaPed'wn and wProwl of the EnainNr. I vl Its The I, N..In Its •lens Mal M .totted .Iln emdlm t-N to Apr a Ilan u e olnmwi» PNNtlN M. i rwly determined mmiw. Sl-d-dl Ae•pdatbn pion g Y amo0 from and ro to the 11•le a nee A5A A w;Y M held Aria +a IFe C'<raclor, be In arty. Tne paled l•rlal la uMdlw.+ ! bacNml M C ln« t .rlalraa N ire • Wols -d INo11Wl lh Md unibrm furlace. Rip rain !nett "Youln.y r bloc tl 1 ol•cr tee."' mwwrad nd oreaa. .titan WaI., Works A.aWlo11- A prKMdru<Ilon mHliny WM uOnlill._ con m+Nod ollevmage • pWWA Am q plfleloM i Ibet T d llitl albs Atlminidrolor antl/or Vll.11M. m °^^d•wrlMt Na car to ea Om. by N• mels,id antl wOflitula aDProwd eared• Br�M mottos Mdl not be Dbta M ba<NRlly lew<iM 1' balOw lM river bottom el•wlim to Ine <Iew11M « nNgn+ aNcrftad °" 1^e py tot Engineer and compulolbna of vdume by lM PASHO ATMICO. Pfwcbllon of $tale Hiy uy Md T,-w-lath. D1flGIND AlmcY or Tr-w-tell-a Da Mtl 1hh EnpN• WORN INCLUDED: Ine Idlodnq a IbnB wKIRW DY Ine ElphNr Fr P of CMlracl DrowNBv. 1 r - sa bash. unNaa olNmwl» prvNaN ,or. IFe AASH10 Am K., Aleddotim of Stele I. EngM.x, the Co.drudlen Monag¢r. lnr Contractoia fuperMlendMl' CMlrocior N maMN, DMInO a road encowliona. proem e> n e n N11 co of av-litllf gob o o IImM, cdwlolM using field AG inn an LMaelh n+lllul¢ oaelgne0 la rna protect tint DO prNtol of Np mnlNP end DecklNla Mdl not De doted an t I, moprial. No .t:' rn °( d M the to Da gob IOr McII M dlnin ealOd iMd 4 Y _ din d lmbo^kmMl op=Olt.. in dlam•lar anall be eIPCN urr Fin 2 f»1 01 the DIPe. Lagm arm may be uea de Iln•_ ACMA Ammk- D•IMOo."tttdwdf Indlivle tw. CENCNAL: Debi to Inv be9lnnin� f excawlion. Into+ mavens now been pl.lw' DMAIpI 'ovkN care it INa. lMl al-. de not pecoma .sated MO ill dlvw of oful+m.nlh olonp Ilnal q,o gN51 A on Nal UPon canplell- of IM1a w«k. ° Rnel Mweclbn will be held, wi1F its fe eel lorlrNi«. • I deal. tl 9ruwMg N m• lade Inlllute of Slain L-SING+its k, ea. le nth ed Y 9 fan !'H are < gdNs fiIIN alto fine mperb^e EThe Mize Nodea<41111 Moll ba -alemM -attain AISC AmtokM DreNn( bf Pl Nh Drecona+ru<tIM meeting. rd a CMl, .he q. jo 0 .In. Its w onY o1 NI a e Cv, antl <in0an4mMt wctimt, dlttnsA one walmw° nalMr �j • ufee in b°ckml will be ubpcl to DDlpwl Y gl^ver w 1° pwNde ° sIMIa .orN Or m ulOU- 01 rws IN- 'Plmimei•r' MON N c ASCf Amfricm SwMly of CIW Engln+ere Fa nlgnwav' the of... Y to as 9we ° co oa Il ref in on, For rna c0 P t of Nacnadcd Enpinema m En Memn ! .""i"orle+Ien's ONhlel Tr-+pwlalbn w SLOPES w + yyss dlaDDed fr ° neipnt of mw0 then 3 teal Iron, In• Ito of ,be Abe, WORK INCLUDED: The rats Ndudes ell wIX r.,.l Y Mairum l0 01 lb". f . ASME AmtriCon Soea Y I W, . Rehigxal'rng -d Air CMtlllron' q 9 antl Iv Ine ae,., /,, er the A,_o, o bid ar n.wlw cOnvlrucled, fndl be lialoclwily clemh0 oM dnretl of dllrucll'• e.d pf two separate z-+s Tne Nat Y-e aFNI enlfnd Iron, the Ibr IMlollbuon of Dbing and aUuclu,N andkPropcllnq Its wwk Iron, domogh touted tIN UPLITIES: w,la. » a, peMa. ASHRPE Am•rk- SwNto 0 9 Adminlstrol«. loft N a n 1 0 Ir;m <-aH-. Excawlbn Moll M matl• In ra naay cig• Tn• Dn<MNI MON <Meilt ton o1 ,he pipe. SNecl DY wOpr. `TUN AND REPAIR Of E%I$ G +. NKirItN .'Dully. NA Amark- Mdllule 1 NMI+KIa PROTEL Whbe, M. En in IUM to Ine Diall�a ha.wortallM Aeminnlrelw -Iwmil rN Ine hrws, god., and requkemMla ind<aletl In IM1a Cm+r9cl or ordered Io0 01 In• Dedehg rolerlol to a ,.yht of 2<" bow the c.o [ drolnln boning or olFmwiee, wets c'nwllMf, wopr m0 mee, Iney ASSE American Swl.ly of 5-iio,, g e 10 do written notice MNI be 9 _o Ir A ewY d e notice DY lM E.9lnfer its C-I,w+or Mal of nM _ ow bYNpump.n9. 9• mMhdN..arts INN•or O_ Ioc,U., a, IOrs el Americo en ( ) w $late M way rignl Y I De BaM « owp0 malerllo -I in ..lnetl 95R rot N• mo.ilndwn•mdrefdmal r.4nlaq.ine 51anAord l moY accumwap or De lound trenches me atom ewawllo s mwe l haw c-delta, ulYilY DNN, owrhsod qr FI' own •npto aCbY matnwh AOC Pmorlcan GMerol Conlmt before mY wwM is a-e ri1hN o IgM1 y N MM De m0lnlalnee h Its COnirotlw. M•mf CWn<.I En inner. in..Deelion Dv IM1a ggen[y of Tr-aD«101i' and CpNSIRUCT10N' Daring lFs c-strati'-, Ine r0o0ler"I k clnlahad, <a a atoll be , rol•<t•d antl wDOor<fd Oy 1 d and In. "A:" odi lea or GEC LM•YI1Mp Eng endl M IurniMad to the g 111 undm Inh c-Irwl. Md Moll form ell wmD wells. swops, dome flume! w°lm n.r Ile uniR Its •ncOwllon is Dock Y a la i mental Protection mcY nalrvc4m proprtf so Nel IhaY .NI be MomN 01 01. limas. inhere r Ali+loci«Y c'dlli-.r PrwtoTnt.•d rordnq IOYA5T4 0898 « MSMTO T99 (IolNle Il lorbr+p • IrmiNl pn, nY too •I fOry to Mato Irmch. me atom •wowll-a enikalY cl.or o ton aDProwe by Ine Enginam wcn IOcil;liN cWatl by a rNullinp Iran Its Cm1rOc EPA Envir- Aq gN<ma p•rmit+•e as co n• e:«,< In shell M v.Wedocoe(ully w os not la dplurD Ine pipe a s ° r In N,y to -y I a lima DMIM NOl will IEEE Inelilule oI Elechic0l and Eleclr 1�� En nor tool 1 IwtlwPr 'ua0 to wain In. poribn MM to h°11ic N toy 'I"•IIn"•and fbutturaa and Inelr .Ina,rnf re b¢in9 butyl. Newly made m°aMTn mwh as of IFe ConllWlp' axptol• w11F^ U Notional BoorO of FIN Untlmwl anal M rvw4ed one lM NBF of C-Ira+Pr'a work Mal Da Dmtarmee in I_`h it or (miol re owd from .x awllon anal b• .ad a snali emend Iron Ine Ito of Its p t x to whhin e' . o iMfe rypll De Prole<tN Ilan e°mooqq heulllnB Iran eewop,lnq xop, by vsa el c-we, Tne oper0u.na f purden M Ne d 11t• Owner. Engi..m NBS Nalimal Burwu of 5l-yards tones °ntl nipnwoY lro(rc all Us w eq REMOVAL OF MATERIAL: NI wlioel• n» m +mbl, ihM wllicNnl m•Nods oa moY ba aDMawe by Ina Enginem� not Dlac• - unrewonwp wntll o any tlomOp• to utJlllae Swpl al Prop»lond En Ina¢. aDWllm Th• vac O z ad• Molmid N Wa x'e MNI De aNecl <ncOvdW papa, w DY fats Ner that ahuc\uraf will Navin cnorpe hball De nohllee pr P Y 1 NSPE Natlond Y gspKi°1Qon gnray rip. dVI1 Ine Ine iwmallon of <mwnkma to oa IMko III the Db9acMal uclriM of Ratroodww grade IX to rwd wby y using Au+nonly , steel WWA New En load Water WOMB .hale mvlmiol ewowle0 dvrM its to ° dtoslly of 9sR of ,nantrnum dry derail f CMIrMa Mdl o/o0N i4nN. now wlMian( wmDinp mach Y eo oure >Iruclure' en NE The LMtr°ctor Moll auwene ell ruck ith,h ,Ne Stale HI l-of-wOY g p MN II ee to ins et oMl ...Tae to Mllormly Rol'- ran. be plocM in 8" lint -d comwacwE.n +v A51M Da98 or APSN'a i99 (lo1Nl w, 1-). be Oullt In lFa dry. <s e. AID. a other underpr tit ettgl NEC Noiimor �IKlfk Cee• Iron NONTM, 15th to pprN lSlh. Prbr l0 waVMfbn of top, tin Cantroctor EnpMeer. The extra +he S1:'%` Ple e- teal, a< 9 +pe Whwewr !M Engin.er moY raquir aletl alto wooden +up9w M-ufwprme ANwiet- pMiotl I. Dletri<I TronaGIXlollm Aeminlflralor and l to do IX 9 `^ De Mekepd M the D.-+ a e one caa0w1e0 uNnp Npad sl-e stains fnall b. permanently Bupp NEMA Nol;onal EIMrkN l odd a 'Imente .IIh Its Enpin•. Cp prygq Ds ac OmpllM•e Drr« epomled m tots DI°tea riUin IFe r'pF .ale o1Y1Fe moY wfle material .YI b• Sullabla [onn+iw eon can be Dockfilled In Nis x- owlin9 « IrMcniny UOde ottwlwN to Its Cnlinem. Aland Cm.MI Asvocb110n and conlm•n glover. °r M Ne or aNl--wNIN, Mfwvfool teller. - Ise ExdwNM Md htoMn hnall Da tl.o1e.M wbme nK soy OY un o In or Irmcn, or by atom me PCA P° • Owr,a,, MY work repdred e• fault of Iris anouldma -e Dmhln9 seat oa tlk¢ctad by Its 0 soar « En Y mo mi i^ Its ri t f r °rl°^da °v agvgme^t, p.1_h. a l°mpma. 9 plea undxboNe w by u» excewl'm Strv<lurol Clay PA...1,a ,net; ill 1 Ndn9 Ine 95% cOmDMIM re9ulremtol If met. ul well DaM1>, in Its $CP Newmber i5tb. All bituminWf Powd IravN tow o to euwfnabn of .arty. Olvvel omd from iM1< pcl +Ha. An t d no+ uaatl 9n -°-w'O mflnatl or a and vbrotory rooms .n e it en DII beCOme tie arY' I Mall Df w'laee D'1 to hatlt^ tlwN In0,I be .. to fig quill. IX °Inn, low I, , *`loin IN pro 1 benches « !nor IdNaI Wbl t Into B0 0l com0acliM h m•1. LING UtILITlES: In ca ..It. nda -old City a .iaf N under Ihia C-Irat to ° <ond(lon •we All of Ine ar oa Inal are tilled wiln N s edro er tie IMles+ ab v Y D a n ° Ne axciflee degrN Pipe antl for VnemmoMa M� De of gentle >rxa ro Oe•Otm IrMM i« 1 d o(r°Nage RECONSTRUCTION OF EXISTING ru<I an •Olen m m. NwlrkO. cm UL V Ird ldmall- aslu.D lM Owner a ErpNnr. ° oc M De vmized, proNdge r, l0 m Mel ra4 wYl De WPCF Wolm Pdiull- CM urpcef In tr .aye MO Dor4ing area• fn°II be resI I d'necletl DY all be rotled to dr In, lwtonfd. 9.OM Ond muleMe in cadMp 'Vlar•cMeelo^le» mdmid may •' antl upon opprovd 1 Uv Enpl�ln a,rinpe ceir"Vl,' rwk. Pl Moll 0• aaDttlg-Tae antl •b•eM1»rM ll be a+<avolnA I"- RECONSTRUCTION En9 Nb f rMmele a on, opp.rltoonl VI ,,., a ° •i h d ow IvleDnone dull. Y <-tie ° (M, wnicn a„IBted Prior to alOri al cM Moll lion.m Allldred by the neddhdo. .vel w fts motmlal M , G ltin9 « knmarsbn type vibrelma wile Ra0din9 and D l� PVC. a hmeinoller eNCIRed. Neon to be •,der dab in °bad of dwn Brawl o I., DY Tne C-Iraq«. TM Conlr IsOa wwifcal'y W°vided (or Drottlia rn+"tlact.lo !}lryDQ furiwOd bowl .or -d Perlin, °rwa b• ton .re In. 1°ndmaprn0 we<ihcollons. o be cdnPacted uaMp wot<r p s t° such OdOillon0l AaDtn °a rwulred to l°Y un xrf bda,. i^th.'Ptlnq am . Un nlrwtoi' ewmre^ In he <oN Moll mpR.wy F n w NrowN-, Inc weber i- of w«k period. Y "Uhlb one broken alma. •all be of ins Co «nine an0 o0wnu Tne C-11wtOr Mali be rawMerle for tin alabnity of o.l conelrudea DonNmmp nr Ilan of IM1a ulilitiea M c-dull IX !adopts. D«ricndN.. .... Mien M1ow DKw,• NfDla d °^0 entire UenM widen andl w anti«ml of ire Ooe �N odd the feel 9rfwe. Mvll D°inla Mell M epo<M Mslruc n NwlHc cpnOvil. (dadleM r•pkcr , Co.,•+t on, w yyn Inn,' CM1roctOr'• r.w'sbllitY of i Inc Mall be DrolKled al all IimN by-sir`WIdh pml°d. NI °ntl M011 Ol M1Is o exile-awiaada mowmtol of the nOlurel ywnd upon min9 a' of NMM DetMwemD�bo <NWlilpd .,,, lowonl<omDacI.d .nd 11,1-d In well point eaten, la u»e fw dewatmin Me Cool,Od0, dl any wOlm ^t I Tural. wi1hW1 N;Ilkn D•rmiehbn of Ine E p eluded In IMf Nell- p•dahf to tin led to prolwl inv pVDNc euring Its I n01 oliriheroble on tin Tema ntl caDlea. condull6 w vl uc its ante has DhM PrONdld. WORK INCLUDED: omMp cans, g ,aW led •° u• to cause OtmNlmum of Inl•rlHen<e MM are IoaOe NMed w aodG.d, a pin MivM to ° dwln to NorDugnlY dewalm Its co^alrucllM w underyW Ln m if aalillor Inol lid...'. warnlnq to ovK IN LUDED: bdlilb+ Md,utti- owrak-a w,l be conduc a.n!k d all lknN� Two-wY whlM lM amb'4mMl Iv mats « to an pcl 01 we. o cortlance with Xclion 02820. Fin01 Gatlinp• TwaoMn and 5 labi c'+Iwclw In al Da of omdiMed w loot odaWop Uwrinq or only Its Enq • Pr a aN lem0a«Y - a Naffic anal De SPKIfica+i0na. Ii ins area to De pOved. Ua POm z muf n c l•r m (rune Mall ear al Fi' ow WIN "I 'C, Pt leas+ on w Y a Men a Yol. o(iop oDxOlrm• are not in BORROW MATERIAL: Unto» au1M(»d by Ina Enginam. brow mo\toid anal not D. a«wdence .i1M1 SKliona 02819 -0 02650 a 02851. NI o.o1HMq. rwO.daN o/ m•NM. a SUPPLIES Nnm.vm » Md w 1 nlraclq Matl bs ,•fit-NDIk o ,cal NtluQuap tool not IIm11M Inc anon De moMleined Of ell lime of Iramc w •n (w0-.Oy wales one darts h Inf ambankmenlh. cw^cily of Ina »rl of to Brow alP01e support of OiOa lines, attach,., o d PROTECTION d WATER SUP m-Water Speroll- Oelald « The Co ruIMlmMI a! Tne C-t calNd for M the elan! or t ordMd NIh in<•'5v. r l b Ine Pram Ito^ INeD.Me amv,n, weler. ,man of MaY De %=,ed lIX the cM o tit requipeby Ine Placed unlN aN w;lade molmi0l Ma DeM ea to ogm lov dallons. R•mawl of Nwd running Prat , in. IrMM witnwt MON.IM of thole runliM Mall be elms N of and water m°Ina will aclliti. n•tNfo Y 11 !M vetM9 antl wn111a woq tic a steal MM Sots Borrow « GMNIw Borrow i9 vxd -hh ednee .aewnere, env C'atrucli- Mon Mdl 4 « on Ur Dlona. Wnm• e• fo ell Amp«toy •ladrkily. M 9 n Ina Controeto anal. make a. IN ,,,hJ.IIbe Z ""'etl -d 01 such Olnm IIm. 0'i1 o Pudic. "i En undm emb-kmm+a « FIELD DENSITY TESTING: UnINv Iy IrenM batten, wppOr ahuclurH Oaea not eMalKule otl•Wote 'brrit"o, ' aMM M ens Awtod roli0ln OMt'ce of lM (10) willl4r, »ply Ond N•1 alp fotlll0•t' as Io not tlMOY of it Not the compOCUm rvW4•mmla h on »cum 1 Ito Drhq °• r. Men Mon De a mNlmUm Whit° (tor I tin in savant+ al rwd so Oisl.d VMeDOrl Olion Adminiatml« I« Its pwlecUm a,Md°I Borrow b required DY ,mne., f Hnba than, ., o b rem e'naty Iea1v Ip car Y dP1iM aiN mwa ory 301ll rY teetio - IN ]/<" tlewopring. be D...YN to e0<n Olin 1 i II sots Ill c.. r." ""'o In, "MtY I f.614N malmiol ham roadway axcowllona N oNMg w bats m•l. ..Imbl n vNq ° yo deneit lnthp and arts eel a 1h edge o pine 1 I the later m.M N r la<NIMa Mal be adeWd• 10 DHlam Na pnc111ntliNeud- Malwcl;M WmDllona ore alarlb. Iha Conlroclor rhollen! MO r fw N(islOcloY Y ;.•tall MO meklOM, ell erohaga 'yat•mt one PumDI^9 lam, m q e detente cM M rMYcM, provmM ndrutli-. ml l•mpwaY f-ol a Drwrrty dOmoOe Io a Y APPROVAL'. B.1wa -Y ° lall.d written n NriDtio, of Inh aquiDm rut gd, be De led ,Arad tea <w led D fa• NIeNMg. Ina LMirOCIIX MNI I NIM, as lost no tlelm,r� 1e Dy Ine E.to I. In .arts M•11 IKoled on a skit 01 ln• Ich Ina -< NlMehe wHM1WI tlp of per melow M"II De redpcN wit. Rner melmid one sec t 1 aN«y to knit y0-d •alfr IeYN of M Newlion low MWpM1 undlflwbad t8 loco. .b' Y submit to the Enginnr N lriDlicale. ° de N ddallf of N. PrOw»a becwx of IoYVN oltln< RNI Nsl to cOmD1Y •I „ eWromen .K e. Tha Con Uoctw aFall cOnalru<t 0 1-1.1. blots or °"ins bottom of Ne tooter main ra a haft i pdMae M a ed of _ _ _ 02^2` a ^ nU el an IIOwl1- to ¢IhMB he Propo»e to ufa -d C+D we °w h n and MNl Drw.•d P�P�L UR SiRUCI1IAE$ Aadnfmd !role IHIa neceaforY• °Itm working e no wm0lron. If a su-c-lraclar ;a •lo M uANerrw a .Win, t < oderf tom, nt•tl In l 'IIM tleocflDtlon. No•w atOt•d d..sily I.ukemMlf. Mdl De proNdee DY N• C-dwcllOn M-°par a d c orp•d virocpn¢ to M bulll under Nis Lon110C Ma obgt rna iW of tin » OJSBO MtroC+a MNI b• NdC r °pains w u N0. eewuel wu d DawPlbn to werml .I\nWl nNTRO c - a,prOWe In wrilMgkeY Ine Owm. INCLUDED: TM L-1,aClw Mall en oats to .Its oral deDIM1 in wrth 1«oast 1 Ne CMboclw. Tne Rek eenaltln M'rmIDnM1fM ol15oR M� Plata lbY N� Sand N I. oDT^^, .tlrvciwfarea „too ell pampa Or aehinmY Nat m .li be RIGHTS -OF -WAY AND EASEMENTS: tin C-Ir Oclor Mal not,-E+�S�y' until Ne C-tr°<lw� Ol-f and s<nedul tits Pdmmwtrv"X. Y1°RN Md Vencn•e, ockRll eu Owr-k old q,wa and 1WeoN oe f°rY, accortlmc• win Ston0a0 Method or w g °I n o WORN OUl51D!" WrGH Mim a Kcwy with m loop, m oaf Nf cTWH <n m nor Mt Iran Ina ow Nmlls. it copy in Ihia focli- De.oine to Ins mKi N wnirdf MiM ire Ethe Coi Md Its Dialrkl Tr -Nola ahe En G-v Malnw. A51M D1S56 (APSHTO T91) «atop Nudfw Me+nwa In afford-cs wiN tllslWbM« of the puDli<mvc 'all-v Mall De afDONd of 'rn win n wIY of It wrlllen cm Wlam• to r'rghls-of-.oy w •effmtol WORK INCLUDED: Wak Inc udM M dotty inv lmgln of m¢ LMtwc1. rna Contract« andl tonfUV<I Ine co+inp pipe a shown on rna CoCgnlrocl proving « gtdiroct<tl by gN••r ASTN 02922 « AASHTO T33B N Walm Iran IrMM. and ex « to awk comploelM equbmmt, arY land r • to ,he Engineer. the CMlracla, moat NftilvI. .in maNta 9 JACKING. ORIUING AND TUNNELING'. m lnal (h NI M owtito. anon be of lu1R<lenl wieN and eODln Np, ,,*, .IN vB it I. <-+enl Main be pray din wrwq M 1 intli<atEL O 1'T Drowengf In anti < and ins COnlro<lar Mall nollly Ihh Engineer al least 2e hou in pdvMce of n»d for ' I. le pa10110 -"*'e of inl0aw°«ya.°n totals Property. u 11m< wa.Dle at nIB ow aspen» b under lM hpnwey as a of Its roadway. •UWM'm0, drilling o•tumelin9 GENERAL: The 1rtoeM1H id olo Oa •laid, j01n1h to M lama rotate can In propr.e ^ 1 ill 1 IFe wok -e hwn 1Me Tnh LOrl.aClof shall D• rasp not ttNlc o u Tim to l,Dlllc « dialmbonc o! 011 pONIH to allow 011 DD» the P-ohro. No ally, DrOck fn 1uN10 wOlm0lrom trMcnea and ,,'*It,,'* MEOULES. Be,.,.slat tip wOrtoI N Iha DUST CONTROL'.-slrvcii- eCtiNlkA Owa no Inf "'. e d we kmanlMe m her antl pwliM IHthq. a total drdna9e ear» laatlhq \o I. POJECI PROGRESS SC • Cmlroc(« MNI eaVt of c will be nqu4ktl cantina to .,be. WI•m. ,he bawled will I of Tne M1lghwoY, as OrdoreD.acrng rM by na P r.puafl. fn ntl t al Ue dual cr awtl as Ina Cmlraclw matt°" Mdl be IonOmd Drawing D-20. oDPV1lManl cma'rucliMd lobo MPwrwmdn9 aM paining and rla re vN9 1 M dtmar l I Tha W. proNdN9 +tie 1p he Cnglnem moY we in eoNO the toots a h rod anm efemtd nhce'awY wHD °P A n of TNMporhllm 5 t0 Glow Ito anti N9 °^ B all be Ol lvaal twiny! inches alder t to Nh •DKIRw11mf wnlM rna anon D. slow tl to dih<MIq. dwcliy to a Imam a Ourin, r wogr•., o rl ll- of +tie malM1oda he plena l0 wply noxar0. NTm� ° I cnlork< or - vermMl N aY r6a wrrllen duet D l.- w .ith wal<r or aptly <a cram ;ntlkolad rim nwltable molm.ol. Trenches -d en OwiiOn M MATEPIAL SPE'ilcomONS: Thla v tie^ pin sins Y M YPe 1104" a . t fwlbM of ire conalluc ", ' m rmMae moat no\ hen epordn Tne Wall d ! of malarb to De u1Ni»tl °arras. Tne If OOhf�otr er ols a lurbl0 ailudbn In +h. 9I m. Where ground r a hl s tie initode t0 10Na to wh ae dud emirol m ..pale 2A Olin,', hcludhp inslallolbn of IF< dsN9 and cwtl than the vvlfi0. dlmMalmp of ins alme+uro IFaY era lP cM1aM', t COntra<I« 1 dY wM•WMI ru Ina oar ou w wbmit lM rwOwaY .IIn o powa, broom .ownkmdf. Rwle 2 antl ns one mwn'xrg and JO<kinp. mill'm9 «tunneling open -ce with 1 aDDro'ratl Pbnt. eDKIllca+bnv on sally wide w as to moleHalY Mcrwfe Iwd I be Dba ,ew11M ;ham for ml, wekml Md amDMhmml Wmall-a. opDllcatiM ttwthp or la likely t° ".Pane twalme eU•OlMlpor«y vhdimMtoll[' Pdh o Clh I F• dap of alwllnq wok. Ine ConkOcla rFM prpar. awl. a, 11 anal Da D.oNUM al NI [rmH. Intlueinp MNI M carted out M ace«tl De une<ea batons Md waled to Ilna -d vaults of <Mslrv<tlm, ell vfilhin t5 tlaw o er 1 fixin Na deltas Ot wnlM odtllli-o. d1 9 Mh-d .,I. wYl » awpl dOYy ".• bwkml. BOltoma of lrmcM1ea -tl othM tic iXnito, e e le rw Nlllan uT•dYle 9 Ina rooe waking drawln9• Bete nterY to the En9lnwr. Bollorna of trenan0a for �e anal eDOdedmM eno GRANULAR PIPE BEDDIN NM D 8 sDwLl/lcolfiw.ra, i.l MaH t If mo hell We •7te-1 lard t lbee.N wled. to iFe EngN<m. Upon comdeli prbl and In toad o IFe Enpirrofr: (o) ° rcMdrle IiYing Ine rewacllW 0d•f fw a aN n fay mwwr. ro .toes all worm Map. e t • car n0: b) ° wrilp^ Mal D• r clw Mall IaM old . m U• kin q Mipinp Dlpe. the C'11ac1« MON us 1 an grade of Pipeline, refill to W •11rym on Ine Plana o1 w 1 Ibn, powmMl and Nnttlw M)Klbno0lI t• it. or teaMm,t,d, D-d9 will ba Rlpd with no w ma any, .{N M '.I.,led 0 ( pile of N• w Eocn tuts uMdule WATER CONTROL: Tha C-1 0 acN n rn<n e n al wHWa D of New II mot od -d . them -e Mdl tlo 011 Ncide and 0 Nnen a Mv0linq from alto' lKK,,,a,rrld Iran ouplde lnf limlle of N• dphaln ItIMt ° dt nee IN Bme/noE osnddaleI on the C' Iact Dro.hg No IunnNlnq -01 De Irea ham Oabr;e alumOs, ban -as, ,. o sl art and complete° Iron, lime time to kl'me "h IV Ne proyvaf Lon atoll-e Mall IumiM ° wal•I wFYa DiPNlnes. Donau, ahu<tuw+ •xlr<mv ewe to oak IF - en Y oIho2U b ,he x Ina groda\Im r W4pma la la 9rvnulw bac4Nl d+toed a to its OYpinol [Ondili0n. abkd lP r. 'e cnMg I be D orwxaow^ °r m°nmly numape c-dent io K.w N• ewbwhM wurrr dwr o a -use N Plae °( Wm hM<n tom r 1. ail wearrcaN malm�N H Mal m mckNdwNh IMs acn.dmh • d find politlorl. EscawllM Mai De carried Onede of Ne cni.g P'Pe Mly IO t V m, I idlowv: pv,cantape by wdgM sgwre MeM Staab cgla Md met M li w-all•. lhe'K IW;delIM3 Or• b•N.rbuila able Iles on .1 M wlDialy 1«nllneiadeWwy o1lnna poaebla wilnoul ire lost el mapllol En9in°m « ,e0uu'w as aDecifled antl+rto•ania1M9n 5yamyovnd tnrudvin rea Mal bs dens -a Pal method ° °^ ° v .e ire add. 01 M t ^a Doren pit, n Dlling Ir Pi9n' -af-Way EncowlioM adpcM " I p WORK TO CONFOPM'. purMq 11a ProW.I oM on ip c_Plel.M, alllwwoMnly En9inNr methods c orllr.INO clyd elf tw•otm Hai ee eerla !n 11, ga,vn to 1 PNI^g is usN to tam lM FI Ory aide v! . 9 _--_ Tne IMf, pvN-tl Arad•! indic0lW - lM Na.inge or 9wn y M e • no are Da col all 2fl, below yada and Ine r nin9 Ien9U1 ISH unerelulDeO • fell wing t DY nand w InOI fwneotlOns d flruclwN Mdl of be dlelur0ed. FIF .- 100X Truly 10,• tool al C c'atruclim opmOtimf. Wnerarm bWIOH ear ledge ro ° lava in awl;ana for NMN « J• end MON N Dvlll N .. NorOughly fuDetanlbl ntl _o hroh IImo-T^IMMrlo t+4nf by lFa fnpinNr, Wol la 1M NwonaDllllY of N• C-lrwtor to mau °.taint. omelet- ° Wldmv or vN . c ew 1° a dwN of aln 'neMa 2-I /2' --��' 1001[ w11n rna drawMgv on III .DfdRdum• aM Tne elk ;ibnr.1e9a'ulremMlf of the aawing -d WATERTIGHTNESS' t t butyl undm +tip c-Uwe ire Durnae e! l< 9 1 - time 'INa behh,,rIgreat, wcn p� DY Nam Md1•M•r•�YI 4 Iv qwe wit. lF• hpe.NY Mo. < 59R =Its" p - . En Inem. In M » +Hal MY' In en the , alrvcluws PIP. end •W«me-vk'" in F II"' I I. w°lmtlgnl under all werlslin9 No rh... Mdl b. DI°ettl M N• Pavvd Donlon °f the Fi9nw°Y of Y DNwr WaH and !pose wcu No, pp 0 - IBR q I Da tale 1« unlNh ortlaretl N w•, IInB °Y ,Meer' relm w ot— R. lFa ore Intended. AnY pipe IX e+ruciur.. Mare l.Maae authorized by the Dlalr'a T_ belou., AdmMblro«. Detltlhp motelid, lral QVEnshdl be OAIp'Qe��l youth t'r"•'ks" ;�;,1'^t. .soya°! No, 2. ap•clllcol Ma D !tale, r•pl'd condltlon+ /- wnlM Nw b +n• En , D! aubie<l to c .Uoh not Me W11m of In. CMhoc'for. old m0Y De permitlN mY pp tie .«k Mda De c«epYY token uDl-e Nwt _W to Ihia mole..°. Ilnm M n plane or fl0ililY to attain all ledmal' detmmlMd t0 De excN Y 9NOM, te, qNn cut a walk^ for nlWtwY cr eNnpY la drilling o1 tunnel. me noel b Y oNer -'I-- OIm;N alle<led byv 1 ovatetl mo+mlal when be CRPYFL BGRROW. Mme re m tam t AI, loam, n PERM115: It Wnall Da IM1a Llet the '• raapM f n f� 1. Thh LMVOCIw la al tentnl D the C-hK1IX of nia own aspen ° De 0111-d I y when. all.mple p. ln, a atom •+c lw m tin- auilable, es wilnin lM saeclRcallona. It andl m b. het Its /200 New_ ll fOr Ito Its c-tiruCi1. o t • pIO,-_ f N• <onlracl .. replac y r Mdl < m y rac'rc01. Whore ... methoea Ioil a prow to be knPractic`� Ina »� fbr en, menb. DaCNfll and till, Sloe Nwoa of excawtiMe arydl M leas Non w• lF-•B1I Dlyr.Ignt• _cein9 al pmmilf .self y Tne» D_,n In Iws• tlurNl Na Ivn91n o il• ono rvclbn DMiotl. Ina GM+!Dino l9° olnarrhe prow imP MNI tole' on opMW, ° e on, 1^ mIlkrid a vatN M0 a. bh floe Mvwgn t Nk.t or nitinto n n,den 0 er- 1<wonfiDle 1« momloMNp alto in c-tent of Incl. gent^ POLLUTION CONTROL: During l^ klbn of N< all a of rna $tale. x POINhnls n r n I. wewnl Or9lNnit ollm conlainln9 II m lokin o ulnd ac na to c«^dY .anaav DrKWh- to - 1-h"pd rental CMIrOCt«. WIN N• wllllM approwl or In• En,IneW, ba _seat.. ° •all of ,.- a co - e anon Dv d'e by andl unilarmlY WedN end lhs Ito at -I MNI not .ac 0 6" Ina y ono IlK g 1 MM forolM ProNcl. Iher 1 land, send fie con....... ut hill I a„Aloe•. Ira^ dtoaa mmlle DIeHWMY wto gocbemkat. paints tuft!. IupHc-lf. D;lumena. wote�e rYo yt and °lord a modifk0lbiiolbnr•Iropsnoc permll,I.. Pr•iwDltOricl� Ovnelwa,tation Pdm niphol« Prbr the any I rv0o» $AND: Sane Mdl c slat of clfan, Mrd derOde grain', unlrormlY ad.Ok molter a e eu110C• inlwm0lion D,oNOed is to Hold U+ ale Mal not H Ola[M,p•d Inll w alo IMwp heed and regubUMa O1 In w111 . rlequlrw Na no Drat' al aMvm"llw 10 Wm cullMp enlsls r e ywn qn Y to floe -a Man b< hN Iran, NNrlour amount' d ail, loam. eb I. yen SV85URFACE INFORMATION PROVIDED: Sub to Ids I. net beg No01nq Inm•to. ApP a OwtlI P.Ptemmt of Dwdinq molmi0I Malmo of bsinalal Pipe orr to <nnat,ud I..._,_ It .in. MlohN, wDalM<H. ll Mall meal Iha pr°dallon r•puiremMta for sane vennvd Conlraclor in king a bee. Subfuftoo. inimmoli' PrOVkN N Dwl coo N• C-trod Varm-1 Slop ApancY d E w to\d EnpM......°till to IFe DrevMlim an0 MOwn 1 omen t va=,d and Tha CMlracl« la r dY to .follows: O l °r0^ opalsmtot of pdI n Moll » complied w lF. E%CAVATION, BACKf" AND SU yi.'EN RES,ORm InDrpenmeJ to e.men.m•. I rud.1". DWummis is ng, pr Iced to be nip, laliw -0 Dkdma ore en wagd whn.^ Me nignwoY rpn t-ol-we <a^ W,en Ncawllno thrWM D«tlond ae.o at PmcMleg DyXw•r ink theent .did,= Doi^ b, to bbdn, AIntho, of Tr° `w«taI $landard Dr,.., D-20 lid, w cut N In cents Irenm I «M +°I conMMca. N• Gm11pC1- Mall D• -I, it to 'I-,: A t .a in reMi«clog M IENCIH OF TRENCH ALLOWED TO BE OPCN: Linn In o ch dloaed to bano�vnt� ell 3 COMPACTION: III. t ,he yr "I","VdlM �, +M malnw(f) +Tne C-1 lro t«twnl De and boll, b-, -I of its le, of .cawtiM oPer, UrMa. be dalermMad DY Na EnagM<er. the told runnl q i ,.th Pr all w«N In e0c t 12'100R wbml\, in M 9. 10 Ine Erphem. r« upwo MNI Da kw( as Mor+ o is Plactltol. OnlyMlha' Ito9tn of Ir•nM wnicn can M .1. - campacll- nuuamMl' c'Idnd rn lMN SDKlliwlle.s file os may D+ ^ie0i° proletled by mwg °f barric°dn, lances' d Ine Its• fna. Da alowae l° rem°h win a 90R - 1001f in.Vcoh to nova '"", •d compK"" wubmmt o ° Ppb n of wuipmenl wch Oa Ua•vv apK.f tly ParmHted bCnNe fngNem. all IrMM .+towllMa MON De No. 10 601i - 9OR to DropMy compact motmld w•clr<Nlynlw lnia' Pro ''r°Ilmh. •M1fhPefwl tellers, heels M cab, to wwk Mul-down for eo weekend N v. •0 201' - �' -.1N9 PIOI• compactor', lamp.,ar 1 ens p. 2W OA - 12R rubbly wM<IM rollms, rvbbar l4ee oners, vlNl wheeled r0.lers and Ine I'rka anell b• c'alderee .n.111 Nuivm.nl 1« campottion. $U VCY _ oAnr�wc one "R"F I.bnaldLneer' lin PAOJECi TI1lE qa ""ua< .. .. ttw, O1 `t E..........,Rr JPX Cnik "..5 P. • `$� r own MOUNTAIN VIEW BUSINESS PARK ;�k SPECIFICATIONS sot JPx �n(Jinc.PIZZACALLI PROPERTIES, LLC H]NESBURC ROAD "�' N0' 7201 kT'�' poringP.O. BOX 2009 w z W�o ��o;xrx 12aeFs,```,F 151'r;T:AG,: /36 Poan' BURLINGTON, VERMONT 05403-2009 SOUTH BURLINGTON, VERMONT .awe o"TII- , osinBiDz�'`�JM ctTdA DRIB !•noun'• Fa.lhgN CON,RIM WORN INCLUDED'. Th Cmlracll, +nail cal out his .sedan+ in n a moon., to ,I- .aqua» V I-- to -IN, cos,.. rnd --oho N ef- «.elm_ Wlthm 1 401,14, days oftw Notice to pr«sed do to, project, In, Cmtr.tw shah M Engin•e, I. attplanoS, th. CPolradIt. ,I'.. Oo.PM, of roost. onlyd aka Nroom prolecli0n. HIM. of Moll be .lost. on . _ I'. n;ghly lu.kpode toe a oskaled Dy In. Enyklsek.. ON,Io eslsllnq d'.o.• o"". anti tFee s''alod. Of woaiel 1.110. to be emdoyed P, He PrIi.t. haw boon opp- d by the EngN•.. The E„inow has to, Wthdlty to 1- the 111M.. ale, of .rod.• .'Ih mat Na eased by escawlan, parrs. Port fd .Nolan. and to dk.t the CPHIII veto plea. Immedbb ,man ,.I,a m I, Dnwdl III-1,11Im of 0d1.1sot It,_, aloe' wale, I -se old .a...1 rater mppnamt To... IMPS Ivd. MI .at D. IMited I.,Mww le Me y tad dam., hay Dales la ma.. Pods ncl mat1Vgc Aa the INC-Oon proceed., cut ,lope. I s as seeded lod mWMed to ,he -sot on idon d•e'ple Pon Pladad by the',go- 'be .I afro' of oplowl l spa and elno.nk.wNk to toe .-soto .dl be a. Most as pmocllca, Sewho, m 1l,oq, .,I'.,- of x I.- 0­_ Or ...gnarl tr.l.•nl .bold . ollioled Drdnply and 1--ithlly w,M1 toe old. wax. lot ..Jim c M,o In• 11Pe1 al IM cabal D o.(I[ol Ilm. as pullln,I In lie ...I, .I pb_ If .d wMn cdodllP.S d•Nlp that sip waPwd cdost1101do pwa0mf Id any ppnctable Iangln of it e. the a, awlion and emMnfmMl o Pall P Moped . w IN. In. loll olcrat•I may M of -Spied dod al-lod to Dool• .we l ..I I. shall rewIt. Sipe - Mdl be ofldled ak o. ale .edble to oe l .'drying to ,.hob. 11 to-,.osnlaliw moos. MW1d ION O. an the Cdollpid Moll olcl Iwo lmmedrotay to calla ,Old V.wt a,lh. 1000- ndmanL. Erman contra mmu as shot be -t-ed unlit 1n• Dermane l drao09, IDaiati. haw bee cdo oucl•a dodrun[11 qmf n »aced .bass ..ably Instooed .r.bbe,y Is esl.li.so wffil ly to ...111-iw deterrent o f.inkt .'awn. UnlwO, lift lso, apV,wd M ✓iIN9, m1Mm11..ubm.t Mat not be 'Polled o »cpt as moy De rain. to do, r.c' I,. In nN and mm Phsol air I•m ., structures Rues, ofsns and .ole Mall, 0 cemdofb.It. r ONI.S. DI doled of -II fa» swk, plop aoldaG.n, cane• by the tmctim p•rocdoa. The Cool -to, Man ­f.- all .1 to. .two, So- Ma afion ..it. p,cOlkoti.s and .tad. ,haws do the Clomacl Drawing, V,Wding oslooldia ,holkinah" mI remowl of temporary dams ana .met Pratpllm. QuQTN E ,O WATERL ff AND PELTED CONSTRUCTION OSORK INCLUDED. To. C.11-P, 1.11 Iohlsh. M.dl and feel al Ovate ,.He and -11-anc•f ON mdk,led . to.Cdol'od Dra.N9. ana SDedfieoli..1 MATERIALS: Pbe, ON, ON .d«lin. Mall be ductile Ism Dips of me ONkkn.. c'... I.lgnalsa m e Pbn. The Polo Mum oc'.Dtabl. Ihlckn.. PIP. Mall be to. InickM,s od's aapnoled Ph the den+. All data• bon pipM . all be cml,if.Rally coot N maid, ana Mldl owI to toe hiss 1#HWdo If AN$1 Slandard A21.51, (AWWA C151) old INS Stan.od A21.11 (AYAVA CI11), Rubber GOWt ,Mane. forCost Iron dod Du N• Vdo PI-11 Pp• FItIMg. Ma A." Stood-A21.10 (AMA C110) Groy-Pm . aGo.IN• ron I141to,. 3 Ina. Innua 46 into of l lw ana O,h, Lill AI dplile OPh ,,nMl III, ,ball men be cement lm. and Mall conm ldto ANSI S1on.o A21.4 (AMA Mortal Look, fed Du'ts• Irdo Pip. Old way Iron Pill and FII„dq• for CIO. Waled. All Mali p• mina. Mall be th. DUN. ,It, ay olnweN•Id I) -oil Wa o AItI ?,. Old.I..wI na kn D.y thkhnwe ndod old of MIYado• cwhooid to AM Stoo NO A2O.O d IMS �Pn falls Mall ,dolor. to Selfish, tl-2 ,hrdugh 11-5 Potl tt-1 throua 11-B of ANS m.11. Tne oto,Vicd Mcllvlly of Ine dpNlne Ond t1aMed ,.Mesa anal' b• and -all at all ,,.is'doao INS us of IMe. woe, wedyy, t ... bo' d .In ".Mudd' stop. The e.,'Iaa lonMcliNly W to. PIpellne acro. all cauplioo , rove., aloe INto'. Mon be ma.totma n go to ... el Iathd in gilds.. No d,. al I. mods a y pool do 11. plbok. d .1-hod k.va•s wimp! Vc Nolkog VPNaiona I. mami Ii'n declocal tonal uahonica jdnl, du LN, iron PIP. shdl . (hethic..f Da. d.l.Pl•d on the lens, nd Mall ale Not td.. III swelfted de, the plans Newhwocdl jo,nl Mcllle Iron pips Moll cmfdrm to the Speafolido, Iw MCII. ,Po pip', ..I"( Id nl it, �. WIIM Mall be I, . I ONTO .I body tokN .. wd ,ddi.s con arm 9 Id AN51 A2t 10 oldm.hmkN pat, rhkh nshall be in .E .n SectiloalIT-I Ih'Wph It-6 If ANSI A21.11. AI pa. and fidM9e Ma.. menu facluoed by U.S. Pipe a. I'Moth , Co.. Co- w an INSPECTION AND IESTING OF MATERIALS: NI INS, e1. pip• and AIUna Moll as of, 1. NotloMldI AWWA 1 Spe lficolikke, ,The C.It«Iw MNI N'"ll I-U1 1"'II to 101o11[ot'an kP- Pbe mdoufpldw ,hot dl test. now No..formed ..,b ntiNwlwy 1-11. ,to. shall not No ..lot" .1-1 the Entnow..Drava. HANDLING: Pilot Iillingt and « • di • .; l be ,,,INS, hdodled to 'd dPmOq•. Priw to the ell. o, .cIii df the oopcl wok ., to. O.N, the CMir.,"I Mal •plan wi PIP or .c.-Y •Puna la be aer.cll. al any Um4 idlludog Sit. 11 he, Msn ins! ., at na •.Pe,» to One Own,. The Cddbaaws .Ilml.. If cab. 1 the fad that the ,«went IMin9 of the pip• Ie oil. diva doe •p.ia tar• Modal be taken M nandllq AN line ,Pal • done wItb P m h n Hnq enslshas De c.11,o P, nl adapt. to the M-N. ,cp11a alb, I" apr.vealnSAI cut mdse.a.nkled fro'...1. clad, -led by Iin, s pipe .PMq cr.k..a1 De •,KI.. 11 ..c4 .cu, N IN.,". Ill. C.Vocto, old,al tole ..,pen. iM and .Ilh Ina .proud of the Cn,e,, CO all the [racxed phQlidoa C PdlOf Los ool,, I... aces. Isom to. Nslbl. o od. of to. trod wd ... nAV AI ON.. dod 01019+ Mal be o•,red PI al 1.rw,, matter .a nedle .lid to Install.i.n ana Mall IN k•PI a.n uh1h to. 1Vn• of .cal lPnn by IM "I'do LAYING PIPE: Pip. Mao be 1010 VDdo 0 Or.cn bottom told I. p w. of IndIP01. Ill the C.11M1 No ,. ON pealed 'el Ito.+ -it. Each Pipe Mall be 1.a true 1. tooOld if,aas and . oa s to Irom a IpNI PMI rile o.,l .)Ohio?y piped All Insl.otloo of pipe Moll be ddo• m ,Is. do, ..IN AMA 5lonawd Ca, Al NI elm, Me, DIPS I.Y.9 Its not aclually In Pr.teed, to- open ode of the pips Mall be del•d by I -Polly eolertigh, dug1 or y Other *IPlowtl man,. I .Ow is N Ito• I1-I .n. edr b ewmed. to. dug Ma11 not Df removed unlll all dollar of ...r ot,Ng the pip. has p.... d, To,rI Mdl De a Poi w of ,I. Iwl of coves Ph all piD..d fillo9e. The os ININ 1 1.•O In o•Mnls .d W ONe mS ma 1if showh . ,be cod"011 D-doas. MY .field 1, al .Iola shm . rilh'n iM lmib npscill. by the manufacturer. All witg ono apo11•111" cdon•cled 'O ewipmmt e,.N ..DMN..d . that n0 sl, wit be Imes. do INo .Z...t. 0 to. •Wbm•nt-.l.,.-. vols lbn. O.n ld.cal. that pia leaf d• not " b• "I •Nee, to, CMlracld M.1 ""' cwllfalbl. PI cam"IPnw), Thrall blacks . W"ohly Nsloled III red. sholl be Iesa1•d on all P1194. b.., ana Dwd. a..IM� 1-t/,' d Pole. Car• shNl ..KM Is mfu • to-' mer.l, wit not N c loci No 6P.p.. PNI, d ball. Tile rewired,area of - b1akS d, Ndkaled m to. C.00cl Dowoag d MII be a, approved Dy to. Engine,. m kill... w ,• the Of difflo"I typed of Pole I•w.ires PVIIII the CMt"C , orde fu•aM ontl inaIII oD da.,dy odp.n. NO tfwMlg safety sand.. ,hall . in c.fdmdhce .ilh ally pplkable staff .d '... auaNiM.. No a11i q or w.klny earl dpe. n« .•y .• ba esepl a may Da n.eSSdy in mKl �W. in Dloanq wadaI .d o IomON1 Dadml .1d%Id Swsl . p1_1w. unlI pip. .,kf.I,d as ,planld to a a•ptn of 12 mcn... PIPE SEDDNO AND RACKFILL: PIP. bedanq and MakNl fall al watxlloss Mall be es Indiclied I SecO. 02265, PIpN o. Mal .lob do o Drpoed bed of ." o, No d grow and ad}yIfled Id r- epos. 'n6 91ode. Shad or tow, as odkoled do e Controcl Or Na. a'Idl nos be placed aha comDocled to the fdk,".e Pr to. I— (cenlwi.,)� Owkal wth A.Pwled matwld cmllofta .don no I✓,w Ihon 3' M.I tor . q«. me comp«led M 8' INS to 2� ow• the pipe cr iMwe fuD-wrloca. M-P cmdltian. ,drone raucotl ba.Ma or amDetUwneliwl, Ine Engn<s ..' make o fled delwm.aMM ,+ to wnelnw Ine ...a oldukawwt. cm be'•Mc.. A d.jw'. .tll ..• the'l..rd .toned in Ihla a• eon and Sell i.1 02265 fd Vkoq dod Plot, s 9, re,.11dq Iran ,.do- boded, 'Hall -I.. to the Own✓. FIELD TESTING: E. ( a. o .» direct.Gn , -11 pipe Ian at . t'"oh" Pip• Ine told al Va o, bedded Iles cancel. and any w,P.No a PIPm9 No D. tee led prior s to laid RorI Th. C4oLI. I, Mal hone..11 ,o9n. ONSIN av n cps and al alto n.e•wry pulplmwt ana to .lam Inn!. add o I.I1 M -,I-. a an -I.- Eoch valved wed I,0 Poo. um f e thosmd lest of ppe Itestea All sal I. -Ned 1. te.l.9 shdI be woo. AI fail Mall Pen conducted a Intl owes • 01 Ine En,00w. n, Cootr.tor wall mow Me ..•»ally PloWbnf to Ip the P.P. It the hir Plot to rasase IN air Pod .all Dlug wm, all« canDlefira the test. Hydr.. or do..ff. Enan•dr of ll point. m y I. U»d I., all •seas. In Neu of too. IF pd o by Ine Toe w.=,, rod '-.Wtells I... be �rfPdm. a P dnbMed teat nbkn Mal be Id o d,allPn of tw s of M4 of °I pwoling[d..ur• or 200 Dei whlcllever we N IM line at the 101.os1 Ne Ian. L,K," -1 be ..to. dal to. dlolNy of plw Mot -uel be waled .to the, n• ay laid DIP, to m"N"' Ito. Iwkage 1.1 -N-all.' me pia, hel w N bow old the air has bon paved, NO "I"IIlion III' be --sated it the I.xPae Is 9•11- tom thol d•twmin. Dy the odorous L . SD IPY^.5 133.2E low. L a .1..able ,.Wage In a.,.. D. hprand S is P inI 1.9 to o1 Dbe be ovoqwre I.led. D Its toe -od comet✓ of In. Pipe In lo=! , the Nae last olin p.nds pro ,padre No. 9.1.. Snots mylr.cllwt of I I III .Iles✓ o• I .... ure or S.NPge lost. Ine CPotI.-I M don,'wood' , nec,es to Ioe O.n,r.nd ,pal w ..Place Ine list. te Pb.. fll.q. or o jai d o .pm» to n 1. ,,yy r•wm. In. 1,,l,_ ,hpld .I. the f.r.g-Ng «..ores, the Cdolr.lor .nays re i repon,ible l.r the tiahlns» of the line within toe .Dow took-11"Sola. DISINFECTION: Colorin'tido of toe wow mom Mal be ­11-6 m11 alter I'- man has bon Ibfac'onY tested and IluMed leelaoed and a cdo 'ealo Is taale 4. ow Dy to. Engineer. The CMt-l✓ Mal w.i,n all IMn, epbmwt. mptwla..od tall, ,oloselly to loosest the pal, Pod NoM,t oak, So In ace.danc• wiles AMA Sd,,d,od (I Dol(elt'mg WOIS, Mons Cl latest ,,v Toe cdollo. • had meth. wait De N,O m d anal the wD.Nedo of th•sE dpinex. Th• dlainfacllm .loon anal be ESemed Ccopltoh, on1 all., sample. II .der alto m, fleshed led ..to M. no .HIMce of boa.idpkd edolwnn.l. M.ed Po H-11, Deparlm.t 1.11nq . twilog by-tow..proved lab VALVES: NI weed for ..'soon ens mast to. rpuMm o1 Sclio. 15t00. HYDRANTS At hydrant• Mall m'.1 Ill. IN-nmwl• of S.tl'n 15IN PIPE INSULATION: o, whwe toe,, is ..fF,I tale« (i... ... to. RV..d doe Pal feet) M, ID ..' IN- etc. a metaled on the Cloned D-iogk. al PIpS. /.ItNgs. ol[. Mal ..-'.led. TH.sinwlalio, Mall D• of e.lruded p.00111so• so, now a melknum Uik.00e of 2 inch. Pod Mal be Nolaled In of,ic1 dial .till the nubabnr:.IC-1. The IMIaf1. •Pal be StW.feom SN. Oldshall meet the c_.s„os Irmew v,N rir-wto .1 AS.D1621-]3 dolt atoll be as ho.o..,o.od by Dow Gnwnical Ccm,my..Eland, Nlcnikq . RECONNECTION R SER.CES: AS ss N to the owed, .01, main shall be n.1. la IN e n.I males .to Pbe a1 .ua ..x.. an ,h.11 I. ,,.-I wan o c dpdalbn alp . vow es pdkaae. DsMs9d FIELD TESTING: EKc.1 ale dlwwi» dd.led, . Iosko.s - IN 1»led ftel www"tely f.oroq the pipe clool the Pip• iMl.atido MOP be tested "dh dad N ekcawtim of Deed in clot- Mall De It led Na to bmk.o. " low-we,wte ai AN Shot De Mowy supplied to the IuggaO pipe eacoo, ."N toe NM than to Iwo9a Dark lo[In of cantle l• Ona MY •paved piPNp anal be tested Nipr to fietl DointMgc p q intarnd air pres.re reaMe, .,0 Don. pso soda tpiw Ill may wDm«qa the P'pS. AI I•.1 l.o minutes .dl ,I. CWV.c d .al .Il l..1 gft9.4 11+odg Otu94 cap, old al all, ne roll pre»ute of do ,rand wool De allow. fro ,_,..I.,.. ontan NS w. Proceed.g lu bw epipm.nl .a lobes to p✓Irom'I and de woe teats M Neel;.. PI . aploosd I,Wsdod feel o w The pipe halo Mall Its cal.dwed .,.plod.. w ., tested al an tel.g. f Iw In E«h 'doss s«lid+ w m w... of one DIP. qq it Id le.lin Mall be .O.W., AN jowl MWI De c d,,aled teal.. All real . p Ppn...1.e 1.0 poh. pro AM— och gpler Mon theroom b.k p-AN y goon e wet. q Ina w•,wnce o11M E.9owk. eal. that moy WD gs Ine pipe, if: (1)Ito• told rat. ,1 M loaf Iran any »chart m dolt NPwnol st dole not .c.".b. teal. M its Snr11 Deg, Th. Conlraelor Moll make the o....... ems to lap In• Dip. of to high D,ol heat time.. VI,t the a; test an?not lo» aPIP.l o ee 1»I Nuts` ( to ,Na» all air an0 MOP du o Irr �anplalN he test. NWrml. d Dlowoeit q soma g I I< tail. Ihm D.0030 uDk 1.1 N.1w pe, Ware loot 1 Ine«not surface, o INS, ( cal. al nigh Point. may be us. ,Or all 'Nose l lieu of 1pa .rdwd by IM Enai- The ,_._Not. of tole p.cifka(ion foal ..Prod«..list.. it Ine lime req.k,d The Vesaun Pod INNNO left, Mdl be PerfdlrMd as cmbmed test w ah Mall De a9 CO•aS,K• g eel, 1 Its Ine pressure to Po"S" a Irom ]W to 2.5 pond. pdh s0ow• MM than m• Pv.op< boll d•,wre of .Y tend a IN mat moY •uDm.a IM cB26. Far d awli.h o .I ISOM of oar d pwaUn In •�Ne al the nos osekt el wti..1 L.A.I. May asdonna o, the 0u.fly of pler that must . pow»• pe a no ISO. Indo that c Vtw1 Pc II to ST. -allied .to the nee, law pia to monla. IM leakage ell pwew,. a11s' the pipe a has boon Ned and the c also I.P... No ke o Im wlll be .Popted it e 1 t 1 °• V° pole Momum Tes .• , p• Sites look", is greatw thdo that det.mined Dy Ine for-10. No eI. TOM. -- ae 5,e N Y 100 0. EW4.92f Tkn E' .. fPl^.5 t}3,200 J 02 a ]0 0.� !, .aNde. to a,i,, n, PS r, n a n I qtn or bleat vrq Ie 0 N the nomMo� dlem.w of to.Pipein Mcl seed nd P N N< avxage t pnssureOln ,.2 B ; 2 B !.B pond. D. 'Mar. N tip gWge. 10 TS 10 6, 12 1.5 12 B.0 Shouts ally ...lira of pip, talk In kagr teal, the Conlloltor hall do •os,ylhinq IS 2.1 5 6.6 .ry to 1 le dod redo .sn"«e me def<[liw pipe. Oltmga air Pills l hP d8 24 18 1.3 ..pen» to In..,. IT ,He Dbe lostd,at- . nqukam,Ils, the Called- alb tort If I. Po .. Ine Ena.ee, MWa dl. toe lo,S,l ,..IV,.. Ioe C«Irptor al ha ow o of Hood' , .d .n 1 1-11 Of [by .1.1 remelnwep.,Dse tall Ine Iigoln.s of ,He Ise II1NN ,He Sow ngoremwla and list, 01 opal+ wpa•ed the C _Mtor aped r Plit, to the Engineww) oI .dfmdoshbg The cwnod.11led pro• M.allolbn oq InIDISINFECTION'. mof Ch.winall. of the wale, main Mol P conducted only alter the mom has part ntief«tally tested dod lush. ana I cado aU.m O• .IOM. os ,Se[• , Moo,d,fntiw meet ma reVulemenb of tole teat Dade Deln9 cdoai.retl accplaDl•. thl, o Since Ih.s tell do. dol .tw.-M Ine lightness .. No.Y Mod ON tested .et.m,n. by the E.,Oosw Iho-., ,pd dt,. Ine ,natrotbn 1•Kpge tlIsOntt wl of mwnaea .a1 be ho thntl, 'hall VALVES. All wile to, forC ooe 0,11 m.l the I.WiNdooloote of Sol- ISIGO. 1 9PO. p« .y pw ,w ,at o depth. Them hd a, be food IN, .at, to Pool t sal .nos m. he,.sl last ,sa•n ma nol. aecilens. o Pr , .1 don nwlfidml c » inm n and doe wed .her. men 1. . (i. •, a te q .nd wet,. ,her. w.11 D na Hetw leakage Me Io loolmall.. No,INSULATION: toll Iin due to se w pp..nSO. sh01. be I..ulol.. he N.I011..dl De of ,hickneel of 2 inM. rod shdN be o-Owl ,lies ypWm I• Iin o Poona,. mall a. Do cdoNO,od a'cplple ua y IM fdlo.Mq • 9 1 r tr.ed Ddritwwaslnd new o minimum h .VlI complllnce aim the - otlf.lurer', deekk- Vo ...aG- Mal I lw to nndowohis of ASIM W621 1 the m.l. The Mnd• to goneme,: The lest .had De it.. line, ae.m.ly . m PINH cmnn m all be Mwide. A 60 och/W I—.. ch shall ..sea to I'phloo SIK.I.m SM. and Mad mesl the c 11too NO, ana .non be ale monuacb'. er Dow Gnomic, Company M1ddoa. Micbi,on. 1 • e NYINt�ll-,, .1 hit holes Mol. be p.Vnagep r1H d nPo-MrMk ..,a,, p I,od Iy the Engiosel Th. rod be-lo ale ..II., .a11 be Isolated, pr.ho- Of.Pl. ma.lic pe, AS .23. me l -yl,ted mannd. Man not . Mufet..b, 10 teal.,. MPnhdrI .nich now beso M..611od .all be ,np",ed to •wPI+, to.anti,• a.t.iw prig. to wW INS n ins .annals MWI I. lost. fro - SE p1Pfy ✓=Aup�py_ {C fJyklc,w_1Ci10N WORK 1NCWDED: The, Chat dlww .hat .m.M de. .-N fi111n o,M, I.P pby mews of a h,wasottk les,�nnlIZO, Dipvlq .d P1uq Mall be ed.uo1NY b,..d to pntenl movem.l A of m of 10' or Mg Mall be or.., within the D.lw•a 10' H, dolt as pro,,, -who. n.eall to th. II.a1bNm o1 a...ity ...e,,, U Pan. ,I-dw. The ma.nae ands bow to. test it 1. vdc.to remo.a dpa,Iwdnl malrucliw ,stated IowNP oc`dVq Mmney0. -'oho.-L, -.1 .a al.. ,.'.led item. a indkel. M to. Comrfpl DrIOI led . •pea.. dOaMotol 9' NO, Iw at lest too m..b,c II 1. I.I. In t •MIN, »nl YY .a no 4p1 a«atl.ol pll n . a rEn,ineer. it'soIne work ,hall also m[,Ude testing nntl placing 'M S,f .I. so.aW4ry potion ben to toll 1Md se, the IS. .r Al' au. lame ,eating Iewera .. » I. �.I,by lot. it TYPES Q PIPE: Tyas PI pipe whkn wall be .lead I., o-e ,w.an palls of .ark are CLEANING OF PIPELINES.. AND APPURTENANCES: I e.,tt.lbn, o11 OS Slow.: I 04. t -' wPol dirt ana om. soma .atria Mal be removed Own dpe loea Sod their a) MNI No PVC ,did rn par masUna ASTM Sc. fal.do• OSaJe w k III ",.ghc I.-.inNo molwidk .al be Iell M IM pip, lass to �mped• nwmd now 9 ., Pe,, .,. r8T9 or .Drawl eWOI. PVC SEWCR %PE'. PVC »rer pipe .all c. 1 rwyecta to to. 1a1.1 n ,doo IPSM 11n0 SEVER SERVICE CONNECIICHS'. Nh.• naoled M Ine tans, .ewe kwlIw conn•clim+ NO as -t-Ied of 6 nM PIP ua.s ath«w,e not. do the pIPoS, DI the Ipe 111 30}. or F6T9, T • Pal Chlo'de (PW) So., PPe Of AST. S. atlm D W v ASTM SDwc11KOUon• Id -.Isola psNl'ed ud., .his ..It.. fM pip• ..If be told and It. Plnb mad• Its and F111Nq., SDP 35, Ww thidn., of I PVC pipe Pal N • MI? 35 AI ana nlllop Mall .e ,,ln't, marred IS Old.... ,,WYed 1. » cenfl,ucllon M Iola w.sadlmv. OpM me, o pips shdl P k-P to he Da.. pip. ,p„Iy ,,,led to preoshl Eon.,l dod oouaan o1 Iasigo motley where ho D.11,109 .......s not to ncident SOON ...w moles edool-tim. sdddiahaty, Ine Nomfaclurx i N,me ana iroaMaN. od PIRS SI. CMN.,O Dlav1. n sable I WP,y mork r dowdwd by the E.anew. such oa 1 2' . d 1-I/2" PVC DIPS. from the » 1 up 11 ad pmlrudi.9 no P M.I.I. G.spddl. 12.5,C PVC Lama ^type PSM MR 35 FW Save, Ppe' d -PS 41 PVC Seer Poe" 1. to I- .Dow nniMM ,r0..4 ."lea u'•ly into the Around. Iw saw o , o IM Dueling Dwig-. ASTM DW34 or F679 1 o IM mO of •axe, ,wNce <mn.lido ,. no uD few. I•ao1 g 9 Jn.b Mal be will t"e using ,odialo elk 91+ke,I, and Malt call. to ASTM n IM calf• of I Overdo KtiM of .also se- ..... r moscllons so, No Poo. Poly on. me hw, » N has ban c I,od, lwsl•a o d ,,cooled. - FORCEMAIN AWLULOLTEDGONSTR .ciO I D3212. The aK,lk Mon M I-Nky .,tall. WORN INCLUDED: Tn• ,loo d, No., lu.,w. Install and INS, all eater ­11 and The pipe Mall as f,odhold . domino 13 fool Ie hl SMIn[Nnl hum of sha t �� aDDuoteha,cs. oa i.,c,ted o IM Cml1a't D•o.ings rod Specif -lima. I•dytn. and IUNy maMmed Mika. I I. ./,he. Iw u. al manna Nacnimney4 BITUMINOUS [QNCRETE PAVENENi one coon«uom. Al ..... coo r w • the .. olmm,tn'bna mooed, food MATERIAL5', Pip, and coaling. br .1 Iwe•man• Mall .• PVC of the Dre»ure Cld» Iob,icoled, ,Odle Ike cdon.IN.a oil ..rot De conatlas0 .cplMl•. GENERAL: All rood work ana peel m to the latest ediodo of the Vsom., 1S0. A11 DIP Mall meat the okhdksmMl. -1 A$TM 022.1 . A.SH ..256 .•clan •e n9 Mal cdo 6.1.2 lay y1nN Qldas (PVC) PIo,N[ Pipe (SDP -PR)' lM Unl-Ball SIPo.re Any pine d mein. hPNn9 walk, w ,the, aelwl. w .I., M• 'nsood a sew Agency of T•.apwtPlbn s Stm.•a SPecifotool f. 1-1-lbn. up-B-I-12.i d ANWA Stdoawd C900. The PIP Mall be mmu l-al halm Da.. -tow . 011 b. mar •a •sect. and remowl of mce own the .wV M• 12454-A O, 245S-11 compW.,. Ido a hydo-1 allc ath go .d boas, lobo,' of ,.GOD all a1 13.1(1 and Moll c.lPrm to ASIM D1164 compound ..PN,.lion.. All Pen sholl be m.ufd,oded .Ion WIMde dsm,tws Sel l to these of ducts• irm p.pe. All Pipe and c.Donga ,No, . ,No Mw- tp. u.Mq .aedh.c a.k.lI 1-1. lo, pot, at nlMgs .d » lHil, Able M D3HW9 Penn. h'm» Moll me. Me a.11wo•n 11 INSPECTION .0 TESTING OF MATERIALS: All PVC ",. and olt.,. Mall I.. wlIld nd I.led in cordon.• w o IM m,nul. IN. pwan.11mf d Ina oIo -lion. AWWAIOclun.lclllat d1 The GII brow pI. ssxhlormed roll pto"OdI '-'tom PIPS ana w Yowl hot be Iosldled withwlts On E"Oh.x'. OPOlow. HANOLINO: The CP,,c,,, .do No ...parable fed al mot✓Its furnlMwl by him and manufopcllW. a1Thi• Noll Mcl., 1 a lu �nlM.n9 0� Itumal od a'al don I.arerpu" ad old,the „ -So l of lost... motes ei.00sn f peal to M. Ind! .c-0l . -alk Tne Coot .,td Mon be ,on.I.bl. fro .o Ine sofa .doge of mo.na until it n. Dem Mcwaral.. the cdmd.led Vol.cl. All pp, and oItV,s Moll D. -red of . lookan -I..d da,I. :nabidom and foal as Nall low otia the kne of occ.1.1:. Dy Ill. Owner. LAYING PIPE: Pip Mall M 114 up. a Vw,:k Mlan Pod on prpared os Mdcaled m Po the ClrOcl DrarNgs and as No ified to loll .clan. Eall pipe anal! De l.1tl it - I* of pp• she'-D.d ton.. pcd.ncroh.11, UNt plot M18-n3ao'1adPN.g pro<. NI At K tw..so Pip. khoo, 1. not acW-011 YI Voq.e, ens pan rode of the pip• 16,11 be 11111a by lempddy .alerognt ".a.or Dy oth. opprr1rowd meant. 11 1. is It m • Il•...h1. wm,e Ine pip, Mdl not M r ova un,X ql ado,, P .oler whoop the pp. has ,pees.. Tn.e .oN be a lill"1m of 11" a•1-,N V,," 01 peer Ph pipe. and lillio,s. ,he .". 1.11 I. 1h,toon . irw,nw .d of Ine Ise hd g1.e +horn . ,M Cml'«t Dollop My d.leclbn at Pests sold D• .thin toe smile pained DY the MN'tW,. "plop dod PopurlmOnc. ado -led to no,o,snl ..It be wpported N oat O .IIOM ... l,n'Ped . the •WlPmml, (If In. qudpmwnl m ,on' olOme .Pow. that pipe .air• not to be Irdosfwded, toe tooto«ia almi ' .bmil <.Illltallm of capllanc•). TNPI doll,, Mail be eldalled do . dVOga, lass. and bM..n<coly 11 1/4( 1 Cw, .dl be ak,h to man t c cot• roll not in cot- alto ,-a- PMI. a bab. The ,puked Or. ofnthwfl Dloda all odicated do the ,.".I wa.,n. d anal De do .,I.- by the Entnsed. No le;. Mere to, Ues of ,,N1 1 types of pipe IeWles III,.". the C.Ilpld anal! lurniM and i,.too .1 ,neds.ry adool All IrNwb.g .1.1, .bMdd. shas De In canl.mdoce silo Poy pD't"i'le Stale and red..' waelln•.. PIPE BEDGNG .0 8ACNFILL: PIP halo, and boc4t.I1 fd -1I 1-11•maina foal be ON Mdaolea . Scl.. 02265 pk-...a. a. bla do a I'..'. bed of 6^ of pod w predator pipe eedeoq and ad No.a fro or.., all,nmenl end p'ad.. Sold d 91Poub' Ddopocl. to 6'Inat- ,he rn• .1 to. tpros. B....1M a ale w. mal.Nal dolnlnin9 ,two, too Idps Ina 3' tall then of deed and clop -led '. 6- No, 1. 24" ova the pipe ebwo. Nn., rob -surface, V-"des s ditbne .,,,,I ,walled ed bd", to cos _II,, .Nd,, Poo Entn•« sou ... atold .l.m.olbn ao I - mall•, .he IHNJI le"'w'"t. tIe nwced, All -ino, Ma.... the -'--I M".. to Ill. seclbn dod Sedan 02265 Id p,ko9 odd mY roved•. ,siss,oq O"Plo faduced b.dih, ,had o«are 10 Ine -hot a As Ma'"" we ,o ma. dl 9)' Id the dpe trot«Inn The cm,ract. m n I.., the c Fw tT i G e "load.' burro, WI end to thl a mac as Ito• .c'.'y bawl. 'a'.. h m•epr• .IN lac• a hwning m«4 m 11. o'. De ale ,_tsMq. IpRN INCLUDED. To. C.b.cb, ..It be oe -all. ON, fill., 11.dih9, lop..",,l, Inc Mal, Oe Insld:.. IhPI IM MIUa doono., The DID• Mgldlea unn•r this fPac all. ..e.na. Md wslablOMlnq a o<dlny ta..ithio IM cdon«t IMII• as ...Isd by NoEngin•ar. Raal.olwn anal .cur with. ] .ri Tp.al sill can• Irom Pool.�d moo.'. o• dexribed DelOx. shop be Ina lh. 5R. •IPckpaed do file. O,fl . lefts Mal a• p«loaned Po all n,.11a pole a(t« the I— b..1N nP GRADING AND 1IP501LING AND SURFACE PREPMAINON: -we Iw ttol'. a ,o De dole kola W rV-1. in p... Its .l Ica, 30 do,. Th. dellecllon 1.1 shall No ashy a rpa boll . to In. Me. ado.« of to. pipe. No No.. ed .i,h Ipaol Moll . own. of all .1d,. dolt .Ober Aft, air 1 to r 0. Pod opplly" Dy the En9M•N, ea, os bon logo p per ppgr t0 nb• tohaHnq o d�mlel, •rod 95% of m•cM1a " pu111hq .Nees Mau be used doll,, to. d,t.acllart toll,. Al '" not Ilona Malt .plead I death o1 M. allows• .N, Poo. for ll.m 1 ma,to, lM d•6.1i. to.' shill be ,,-loco-,. Md .Issial al IDS Cdol„c '+ TOO O,dl no, De haled oar, tramped OW w V.F... N any stay. -4 Mad be tree tom •pmw lees n pf. one lip!. c.mu., AI ip.dl Man M wbaoN. Growl. .pip and ,t... m hat. ea r old, goes« a. •Nana •lea Garb a»sotly mu« M a-.- by 1M E.g.wr �II.r o Ine 1n 1.11on 1 y pipe. loDwi .dl rwNw a unllorm opDllcalion of Iwrlditar, lime, t.f wad, dolt mWcn The Cdotrado, .41 4lbmH c,tmcoom that to. mot.rk S of -o-Oh have the n otne, DY hydaWk w dry ,Itho.. FwUdx« m0 ed may be -of ado rail« and me -lu'e .,ed ales, one air o to be rood.. May mh..ic,. wem6pn y be tan mple0, haa0, mewl. ana melt dl IM r•wkemepis .d.M9 edl 1n to d.n elm ASTM D303e Pr ASIM F679 Iw at pipe a. ottloV to as. -doll . of ....T b .it P.C. 11" Imealpna, +«alit«. •led .. mukh, « Poy ,he EN the. to­1contalt wth In. oat Pna .kh ..Is the pd.., f ,heEngel.,. to. %Peal sake, FERTIUZATION: The IxIW1. Mall . a +Its Prd cam o1 grade Ie11.111er all .a11 on10•m le ON• rn uw-« of the Stale F.uir LO.e-E 1 the Sooddr.e of tip n I I. nalolad shoo toe 1•m a.1- ,,We . 32S .ow PVC pipe Mal o D •lo d pnv .io1M of 01 till .9-11ala1 Cos dale. GO, f,llllel, .1 »E..011 O. lurnisbed in 1GOF. OUMq cad .Ndthw the n•xilb ly anal .pact I w W" of PVC PIP' le ,•Mnd. Eolro core is reWYed .hM hart,., PVC 4Oo+ Mnnp col .wln«. waled and p «y 1=w1 baps nt e.ceesi" 100 ppn. eaM. Coo. w damoaa 1«InM« .all not De ua.. Gry 1«ON .dl c.,I. n.1 I- Inm t0 HYING PIPE P • .nd� M ION a loch bottom and D•d prpn'ed as .dwalatl lle, wo PIPECloi Ln Isis chat dlrogM, 20 PrcMl pholl a. 10 P.I.l polo. Poll shoo be .plied P. Ine rat• of 650 po.n. D« - Lpo.d INtiix« H u.d M lift of ay "N"N1,. and! . dad 121 rota :real ,M minmwn (old Id include 50 pound. of nttr,an, 100 the "t ale p.<i .. N all. A pips Moo. be cal b. Idd Ira. IP Kna and tads So Ildla as to po,n& phoNe le, .d 50 pwn. of POIaM pN acre clewed psi moo, leying. EOM pipe Me, I- o Ipnl P.1 .,to n..t W Poing pipe and to bt.g inv.b tuntinuouf To. ,..I...K D. a Icllk w dot-". touted I-IIIe c.talninq not Ies. Ina New, the polo, lake we,,lion,. Y-b...thea ello 6 in n sputa anal be �CerI.P4 Ines s.Um. e5R Of lot. (calcium or m Mecum) corbdooles. 1. NdkH a .a. [ '.- to IMn 'lwYNnMts Of all .ate and leaarq rau101idoa ell la 'He Stlo.eda of Me inatdled N IM ..N main pip• 9a..9 are r,g1Ned as Dw .Ian . s Will they is want I may D• n.,s•o1l On s.it Awal't,l. 01 O-.kI Agrlculturol Coam la. Toe limeatdot foal) be N,oho d o he alood, weld old V wly NNOSMa Dove n. e,cesa:.9 100 .pole wth. CKed « tl-maaatl not Da ,cnDtaDle. iM 1M.ime .WI De -1 of at a role makMq poll. i� DbcV9 "Nake -4 . Hog D'c4nls looks be -.;It. mON le o dpe, of 12 in �Gnlnq cdoNwcMn ol1 cce For. 0fooll of 1 Ido Foracre ok dkatlea. prose ore bOdNiatl a+ I,." .Pwo S to pia I.e> .all be .oleled ban . W earin w .to., mollkial. D ODw ads of D -Ne wd pip. ham , dead w,11 De spied son topp.'I a. y D'D. Mir "I II1lEoellective0fmkednola.OKND.•Y Idr It' .e to, wZI, .ist.g do.,, top Conti.lo, ftM . . a essw m cdonec L.; LOW FRO51 PROTECTION FOP SHALLOW SESI Sews silh le. man 5-1/2 loot of cow, I R By welarl , A<Sad Noma wf Ine crowd a Ih✓, oaHolwd . to, Plans ,hall be pOlecl•a 090old Ile.Ing by 31.5 . 1ra,V Red Fetwoo metal li. of 2' toll St,,PI- SM NauloihO A- .Ito 0 .Idles ,I 3 1111 01 Isk, the pipe da ,,tw, s11iM ear i, trot, The sh.ts sodl . placed 6' Ina, the St25 31.5 entaxynBlwpels om -1 Ine .. all« ,_cam ., .he 6' lot -whAll .I.. me .own M1. (Comm.) Gd..M be ,.,,Iwo by the C.troclor during ckfil mtl .palls. aver Ina alwdpm ..Is to Onwnl dPoa,e to me weste. SM Mesta 31.25 31.5 VM1, HOIY, Pwwb1 Rw Gm. (VaN1Y P.n lk•, Mannollan Phial It'l.lpm MNI m l Ioe cond...w atrenpth ,pubemMls of AST. 01621 ontl foal be as mmu'.a.,. by Dar Chemical CanpmY. Midana MicligOn. a vaneunj -To- ­=17-1 -I.�, LEAKAGE TESTS AND ALLOWANCES FOR GRAVITY SEWERS: The ldo p' swn oD lest -it . be .In to n.1a11 oo•,1Mn rai llalan a, a1l. tO a of " ':syw ily " se, led. Me. ., ,.has 01 to. •.s, shoof de Nod upm IM a' 'dy pwf.monP of toe der« �. c000 un., lest magi The lost oll be .«lamed bet.., anloc,n\ mPohdea Iff., b-sell, has elm ,-Met. ana o acted. Lae Uw Seed x By .."I Px A,,. Name AN sysP'• to.. I.,wal., d MI of .'do .sear slobs eh. be plus..In f.Ple-pot f].0 20 Cr `g Red Fes.ue ceplple dlernda..cuMY f.alm. to m,howd the intsh-, teal p 1111 SUM IN'q ,P„ dhao be •way ISmovadI. One the, remove Mall Would. o PMI . 0 " TIII 6.0 2 Retllpa u aui,able /w m.to, a cool -plot. ,.twat --A.- w Wshoon. -TOff' Pr.d to ,oh to Iw ..calm.. IF• Dip..Wed be clap. by Dolling Ihrwgh the ,IN, a III gft9. ao,•gse. It shdP be the ,eponaEMly of [heC.Vacld o na" the pip, cledn AI •led Mdll not .... IS 0 „•a -1.1, A q,d,PhI ed .L.-Olot of P-Ind Non Isom the delta, ,.It be wbmll..IN feid to the EgNhee, Id opprow ma No aar.v. pia to l_w.mq s1ed., op«albnf. All. the f.ed p .M lan. n orbs !tool be lightly ,-4ed to Poi. ,.ad with to. roil III •alert with P 1igh1-weigh! Ides, to 1. follsfptko o1 INo Eo,ina.. MULCHING: WN1,11 24 hpn of applkalian of O"Wix«, two and well, IM solace Mdl be mWMed .41, a hoy molch. MUM .n cdoee of mowed hoy Vopfey I'll Oom 'amp 7"' ., .pa. Odle . ,to« dN.e lake lend. ,hat be Irw from all o man and Mall be-statoDle to the Eh9A, SVaodYIg by -in ko .,soon! .Hoes may be Now i -a'owe DY Ine En9lnwt. ThI rpIP.U. of mulch MaM .man! N wcn a .done. Ihol IumDf mtl IhicN poly we .vdaI Nhln esoned ,«Ndk Y9 I'MO Mao D• loMd. by o light coon• II brush . d i,.,. We of tKea. ,I.., nelllg Or olhw methods .11-d oy, the. E,gkls WATERING AND PRESERVATION OF GRASS COVER: Al ».ed air + ,hall I J "IN�(- 0. m ea to Ina .IIIIII-iPo of In. Engm... 1Mthln t Ieeh' low Hart. , has coma a_ my anal shade Plats .fed has nt gwm.aleA VIpW a w .mire Illlnni!!! aurlacs has Oem washed d eomaaed In doy way, .IN be --on, s W.", \�, i TM qd S Nov. ,has . e.p.led oq,i. by the Engkre. Old CdntIlItor during the mdotN o ay b.Owinq com"elbn of IM rook. y .eaa w e,e 9,p+ M1o• not shot M lap sity a s»sded IS be'.eas bran wa.netl .ndama,. t�IrWD The Contract., .hal'MsWcl ,.mooted canwele ol d a. maroa•. ,o IM1. dimeral and at INo b[-lido, Mown do th. C.," g4. AN ".a.l forced cos .l. mono. a woo.h. Mall cdoarm to thelelpl wnO. of the ASTOR Sp.flc.bna C.1B w .-,a M109. The fmtN, may M Nlh. with coal-. p -pI,, wacn Class B CIIA or Ve-Cdsl Old Mall c Irom to to. dln 11- indkal.d an IN. 11do.. Shaw..0, a. amNoucled rite Class B cdod.e, a, .hoed . Salon 03300 of to... Spw,1.,. !dos. N-Nol. Its .sew mmnde, ... be of Mow do the IN,mf mtl delak. and MOD M nn,Nucled I1 bake Mrn. -ION dip molar d, ,d-IrO.q+t reds. ::!mama of OR, lot to hall twgNUmn.IOyi , Mad .w Ins .roc NSoa I me, to sokm they we ,don led and y coma M e . dool000 .dl be a,.Md ana •v+n. N1 c.slrptido -I , ma hen m .Correa our . .w .1 lIN. eEngY, the! .IN..11. .1. Mall! .r m'natelf old a.• to tilt ell m •a Se IS ova•d loth cost -Ye, mdohae, nano+ and [o as p.lsed .M. Sn.OlOd 055W. DAN monad. ore 10 be IIONd. will copdym. yolpopy lo. it IN aim gede 61 1.1 wMioowmem. lone rt,P wA note ..mum u - , ;,7, yh of .500 IDS. Pol l ,lose Pe,.. Id -.Noel .dl cPolam io11Asn 5p.cifoalion C476 or AASMTO M199. tn• ,Ss penNq M IM DnMl ro plux ,has too.. cap -In-law n.dl gooks, dt s '/des ld pas o.idlalled. IS dNor d Py the Engln•w. ,blot...l.n mwoMleo. raw. hall be *Oft B.O0 flat ,He« (lope Irom). The mdoh'b team. MWI . .of to and yylan. Polo.'let o'" col.» aHnI, nm bell cdodeled MmPasa Mal b• call .Il.d t p a. wth pr.0.l role 1N✓ Nag._ All .Portals II I.H. Man D. e,..led...Ie n PW sill, •.Pddam• wWI. At m 1 books- id pncwl'Pod le oh"hows Mal mat the reWVwn<oIb of S.U. N211. CENFN &' n E MORTAR VAJRK INCLUDED: This v tIP, ` "nano to m. mPt..ai .d method ,anon..!. for » of morlw No lad all, .only meal dos lot, amo«'. mo..sy ..N. .hall be told in .rotor as .w'.ed In Id. »clod, .Men pcifkd olhwwbe. MATERIALS: "IN, usld, o oo.dory consi-Ill, shtll . highly Wool, inn nigh valor "bnbvhy and not cdoeat all, by roam•. 1 Part Par/land co,ow 1. 1/2 post to I/1 pwl nYd11ed I.mI pMlly .d 2-1/1 to J Itm. the wm of the wl.m. of lemon! ono Imo oily Id .Pod. Mature may be .dp,t. 4lgotly Id, I-Ibllll Y. _.., Shad be . Pdbma CemMl of Nn mmu!«boo. cmlwmin, 1- If. blast r loll If the ASIM Sp.Into- C150 d AASHTO Mil Ty.. It. dod to be of . [de, pp,..d by ONe Eng.Wyw•. o'f the ASTM Seaficolgah C20T-55 n pe S. Lima MITY MOII W an Stiff Potato. of an Ilm• I'd wets. Sand: Shad c.1wm to the ASTM Sp.maltdo GOSS . AASMTO .15. IOG)L 1. pelf DB fi,w. not awl 266 to page Poo law. Wale,: Used M oh,oq mortar. Mal De D"Mle vats. Us. at dp,ed most., Poled. may P. parmnl., do oau•fl PI Me Cdoi-tw. Such I- .all not Procne ohIX ..mission gaoled to use o Drelored mu and to. .if P-0 to be used Ms Dom approved Dy the Engle.. Po.IMg m.1. is, "lulus (ally the ells, Mm be P,oPalbned by ,Name wllh 1 part Portland Cement, 1/8 past Type 5 hyaet•d lime old 2 patio, ar.ed (50 me. d low) and to shlo km .,wrote « a koh eI•wa'. 1. od.d h ad depot qua , 2.1 the -'got of the -Not us., MEASUREMENTS AND MIKING'. Mw,urem.nl ana mlxina ,hall cdolorm a AS1N SpedneotPn C270 w C416 (latest aloes) and IN .rota, ,half be 11.0 in Mne Po1 • .taro fd p lays 5 minuleS. P,.1-1 .a. D, Npl to o m ..I oc red lo we th. Iwo nos old M.X De dlSM de, AI mold IY.oll ^. AST; C210. Type 5 N. .a growl fro 1Nnfdced ,loory .M cmfarm to STM c 16. BRCh FOR • D91O A NUERf.0. $1RuCTil NpiN INCLUDED: Too CONI-Id, Mods woad• and ostal dick mel.11 .own indkal. do ,he don.. drat. by toe Eh,N. •Ior -1-lido far fill, of mdond• V-S .Old for e,milao u.a. Eb brkk MNI M ,,tied ana compl.oy D.ded in .rota, ,I. .at,-. eas..d .. M so. -ti.. cave bean I.A. 10 111 , N Nt. Bndwwf shall be wNl D-d. ana P.b MPII as o. cl , as pwclbdble. brkk meldo,m Mal .old . .alx nos .dl any wale, be moved Id ose do d .rand any .kk ool ails It I.. »I al lloo 24 Fort. NP melloly .had Da lOa in Ir.iklg r.lhs. The .Id .old to <doslrucl m.ha1e wrb el • gad. sound. bad Pnd unlldmly b-od, 1.9wd .d uwld. to Mope dod flx.. 13h, Uf•d air this Purpo. snail Irom to ASTM S-Nf ;m C32 . MSHTO .111 lot.. wrath ana ,hall De Grad. S5. Brick mPwh,,y rdN . tale H PP -I -dot hh-, can .•d of one pal Pal pdmdana Dore, Of d, m .red by volume, to Ices not w. Inm 10 . of lima stall be added f, ssocn bop of e,mM,. ins -Not M. be Its p.ifild In Snt- 03300. Wale' I. medlar Mall as d dolt p1Y -n amonl fficlej a p McI a -.bill mwta, Mal be .In Mart' total ..»d .Ithio row hot, Nan I. IMe the cemsnt woe ,does is the mN TM eaa Iw m fed dkk ma.dory.dl I...,_Y'alas. deaMPo n. oro n [lollOn no qd . dr,w M..o I.N. 11/8 arch meM -ow. NgiN INCLUDED: To. Cplro.dw ,Dail ...loll mPMa. Names 1 Cow... ollined an0 al IocpUdof Inakoled do he de,... aN.". I, to. E.aMsw. MANHOLE FRAMES AND COVERS: Mmoole flames .d coos.• .all cdoform to Itmdord. a...i,valed lo (he C.11a11 Oleo'.. Frame` and ro"rs Mal, as of i.qN, gay east me, Caflmq MSY . Ira pall«, ana eel Irom doss. BprNq .dpe• al manna• mom. tl co S o,alnal • cn allow 1.1 Dr mahin•d to .I- Ilotmuws c.t.t M,Wghwi th.Vwenas cYW.lwmc•. All Ym caftMlg. .. hd oy ,,,:,old Pod then elated sto hot Iw belore AN dNiv✓ed. From. aloe De N.n., Left- , or an MdOOrdosd .quail still ode n. Ooe o. ,...,NO. do Ine C."a.t O-Va.. donwe coV•r , d1 D mwN. 'Sew w 'St.m-Selai or 'Waller" a rewired. The Cdola'Iwn.Is I= eat.-Vpl IyP .Pond• cowls p n01ed .the pled. o a. rpuk. Dy to. En,N•N. CATCH BASIN GRAIES: Colon look, „a,. Mdl be ON a..a.- on the Cml'ad D-1 gs. CLEA yOUT FRAMES AND COVERS: Cle.wl V and cowls .an be a' "'I pea: C.1M9 .a. No Ira Id pall- to Inm (Iris. iM 0•wMg s toll r dno.l O^Po1..1...'a ana cow„ galh.t wcn .'he'anon be , Moee 10 g= conlbuos salad tMWT.aot I cMumition- AN ire, c flM,a Mal . tnwag." awned wd thn cpled INN, hot coo ., belore bell, d.wr.. gh5111 AT DN NORK INCLUDED: The CMleoctw Man be re owsbN to, furnlMiIg .d oltosiog a. mt Pks .,o.I o 1p Ibkf.a ne.• and M the 1-1on. ao .nowt+ In. Call-, Dosop arrauVed by the Englnew. INGOO INSULATION: R19W panels of eNnoded po1"INme i1:dI n Mal IN bmlMea . dod mstod, In the tollows and in the IMIN­ as .baronW Ohl Cdhtrat O'oe.yf. Call Mood P idiom M,mq al ho o, of ha . nd.og lu III- that PN, we .doled OOm Soon. al 1k• or nigh heat ,It. polyw,,we N . highly lam-obu mot.Ia. y VEc ury, ItA BDYFS d+ I do ,.toles to ,he wa one w we, I. be Hato s Iwlidw, .1 the .. lion. oM do to. Controcl :g b, .hail Da ro.Owl-waled Ville loss meelag a na Pow 'Mo,od by me CI cda.albn ,II . ,no.Mlly Dmded to mew ASTM D,29 IF500, os m mula•tto. Cm•c role low w [.• pwOlipn .-•tort, ao Po ems .a pen I.1. All rows end w .... kol CI10. A I.O .M. AWWP opwatVq nut .01 be A T-nondled . S,'l- inn o imam of 24^ Pnd 0 mo.mu.n al 4" .bow Ine grand MOP bs wDP1 a Opse to aM ON v0 _. Td minimum wdN.qre Mal P 200 pN. To, -1-1. ..It Praha. i.doN[Oflunti a cola.4--.11 f 'all.«lay ny ,." lesloq .t 400 Pe with shut -.If lest df pQ�pal ih be x . (0) leakage (babas tight) at the 200 Pe tee. valve+ to . u wet in praxes and the VIO.n•r. mall be ­11- by Ine Eh9Hwwr .1. to .elshatbd. VALVE BONES: Vol" b.... air. to be Mstald on all McNd row+. The Macs Mall a. ham o min m 5-1/i mom.« a loop sh-V 10 l I o e I. to'idMee 9,a.. MTo. bows. Moll Noddn the p✓moo nut ana the SWIM. I— of the rove. Vol" Ddxe. ,ball not 1'doafe, lads oil the vo os Cotes shall be class fill'., Pod dlrt halt It IN the too of the cowl 11111, slo the Io III,, to.III,, !me, C.-anal No,h-.d *low* .in . avow Mdlplio, toe a'uar., of ON. posh,. Vdos M.. -1 to, Pooh.-Ir. by th...MO. Co.. an a..- ..a1 L5W me twu'd. Mal seal roe nya1M1. of Pow name.• ana m 1.co do. aI ,now me, CPo4.1 waNinOe. (The 1,4111l, ehPll D• Voedee aim Po Wdior^ row o1 R klx, Nailled m the Coo It Drawbq, and m Sacified 1n IhN , do u aw V.- Th. Cdotr.10' sh,11 dos V'va, a c11on 1 G' dioolow cemMl see o Ise itdo dpe of -Isom Iangln to ­1 Ito.nydml to Ithemoo fiM. 1SNIHIC 0. 'Not. Sh'. d• of '" . m "I..."..now MOI.o.., .W,-,. MaC l be S.PN Mlolon 200. left a hookg nydronlf as mPoUlectured by MUNN• Co..4 M✓1 law (2) 2-1/2' dod (1) f-1/2' Nali.. S.wowd how --tool. m.iwial. uws M.M ,appinq ° S, IrdoemisN. d EiltowiM ONO ..� dlplI. asb....o.i Its.. (lo . s'ealkolime most to. Al. 1. I. do •.i.1., -I. c.m,H. We, cast Yen w M.s. 1. ,to. A1.1 Ta.N, .... Mal . of to. Sell ... dolian c -l-so kill Iw S lid hurl-N»m bleed la.mw. SI»w ham . --led o. pet km . Nu<11• Ym, MPII bow a wen'., Velaur. ,T of leael 150 ,IN and Mql Now m.h.ka1 Idol .. .'to rod .I ... Old. rods. AI.2 NO N. body ta.in, N.aws .de be worded w'h 13/4' ART tool dug.. at,. -,food, m s, I. m.. I. aY -to, to. row I I- .I ml.lmum waken, p1....... p. or to I.n.a. AI.3 AN Wits and nub fa m.odnld• Plnl. of III Nsew• Mall 6, of high-a„wgth call rw, w neon-eNMglh, lm-May Stelf can . NO to ANN/.WWA cltt/A21.1t-90 Al.. M Dy.ye dod 1'Maln'sI' ildhoed bw-ca,0" a,�n. I.OlfIt pmn g tl H&/ WW sode No clto/w 10-6'1. AP 1. A. a ld A AT 5 At bab Ma nuts Man be opna, cle., .d ,wile will o u I-r.,.nl-IObrkMl: 1 ells.... as n. of .fecll.P.l• N1.1"..I.. In waura In ill toe, NO the male. -up me..ka wn.am PNI. .1.6 All Dale .d nuts .on .lth al Pip. NSxwf Mal. upon hills tgnt.N, O. ,Me,,, No dM u'do. nosey .ith Mlummlk cps-dafd -Lie. to INaoglly Coro, all .Knew sdfdce, of IM DM..I ails. B. Tmn.p vote. III T,Iphg row• MNI cone,. to ANSI/A- C509-61 Slandard . R•Nml-Sat. Gate Val., No Wail. ana 5 ^waap Stels ol. m.mof h,so all wed c -to- INkmg p e If ISO p Ilan I anon Ecce.e 121 loot-iol OtoldL'.S Sp M1.1 dlni,e•l .fillisod.roNiedA AnoI l,OM A21 JIkr O.H.. pot Glad olhIll. -se n. need cmvaW worm. fro me, I- .I Pb. r.o.Yed to,me, odoch d bl.. 'poke. 81 1 ,hap o- n msha1 Nol o 'Mined lego mod. Idood-..'odds and .pro.. enddnm I. D1 wi wit, L,pwo rote• ..I..• olhlots, ow,,f a. D at Burl. lwpl, vow+.dl D• Drora•E wile o bo Iran pu.a n 1 d .. e• .dale" .lo . east Y. row b. os ISNNI ed to In. plot," at... to IM wl" pwtd.g nut at 1 p.tart, low. It Kpin ran god• 1..p I, .. peal., nut al 6 -0', - row Item Moll Do proH.a Port in,ld. such Ihot tow ,!pan nom row start rNe nut to t.e b OO.n !'-0' l0 6*-0' (momdm Imglh of " elm b 3 -0'). V.N. stem 'IM ..1 D. II nph Voso.tb tease ,.I of .NO. olodo llo, DAIS PENSION 61 LLmm .'_--...'-_ _. _. DMS, OF ,sl So ARNI DALE RE'A9CW BY D• OF _Ve, Wf QORdld fI27Rd2n dab PIZZAGALLI PROPERTIES, LLC MOUNTAIN VIEW BUSINESS PARK �?p �Q jy P.'1.1"' ,row JPK _ 01-260 IDrm Consd1ing ,k DALE aEusan BY P.O. BOX 2009 HINESBURC ROAD ,1jW SPECIFICATIONS so ✓nx ` _ Grn�'inem Inc. DATE BEY190N BY SO. BURLINGTON. VERMONT 05403-2009 SOUTH BURLINGTON. VERMONT le ^p ) L�E� Drwq e�K•,ti°O,.,011 .• RA'N 186 Aar! S/ml OAF RFIIM BY r W�fSo�„.." Dole a.-e "...1-dlim pri l I3 to i Il SHED 00o p FOUND 4" % 4" VAOY E%ISiING BARN I II /CONCRETE MONUMENT (DOWN t.7.) LANDS OF 1. RUSSELL R. TILLEY L . JJt6 O.t7' 1D VOLUME 438, PACE 433 J 1 I EXISTING (REMAINUER OF PARCEL NO. 1 \ �9'5?' I Lj I W BARN _ MAP VOLUME 197, PACE 65) F Cz5 -Id .GARDEN FENCE 60 FOOT WIDE RIGHT OF -WAY FOR ACCESS AND UTILITIES GRANTED TO PIZZACALU INVESTMENT EFONDD COMPANv (NOW PIZZACALU PROPERTIES. LLC) BY WARRANTY DEED DATED JANUARY 27. 1986 AND RECORDED IN VOLUME 215, PAGE I" BOUNDARY DETAIL NOT TO SCALE (ALSO SEE DEEDS RECORDED IN VOLUME 11. DRIVEWAY _ ` PAGE 143 AND VOLUME 799. PAGE 1 / Y � d6) K+ _._ .._-.-I.. _. ... S 87}] ...... RI RESIDENTIAL II PER ACRE -_ 06 E �-�1��` IXEO IND�IS7�Al AN COMN RCIAL �r nl: TILLEY DRIVE FOUND 3/4" STEEL PIPE 1 5' EAST OF CENTERLINE OF STATUE FENCE M1E p f BITUMINOUS ' o ..EyE ROADWAY O I - S'A71706 E!---F�------.�_.-� ! el �. ,/ S B7'1 ] 3fe-E I_ r---- —-------------- -— -- — — —— — ---� Z I 30 FOOT N1DE COMMON ACCESS AND ~I I UTILITIES EASEMENT TO BE ESTABLISHED ;UARD RAIL / (TYPICAL) n 4 ,,D 011N BEN LOT A (STREET M82) I ICI i I sPAc PORTION OF VOLUME 215, PAGE 111 v 4.52 ACRES \ I 01. 1l ".LASS III WETLAND'• \ I, LOT B; (STREET #118) T 15 'PA GE 111 IN POR IOfQ OF 3.36 UACRES \ I N eg7\gam I \ ` r\ WOVEN WIRE "RIGHT-OF-WAY" FENCE MEANDERS ALONG PROPERTY LINE 1 / C//00 �•�lkfp_ 'Lyp AatM '' r 1 F FOUND 4" % VAOT CONCRETE MONN UMENT NOTES lM0.T) t. SEE RECORD OF SURVEY ENTITLED 'PLAN SHOWING PROPOSED SUB -DIVISION OF TILLEY LANDS `- 50 f00T ODE DRAINAGE I FARM OLD FARM RD. SO BURLINCTON, VT.' PREPARED BY WARREN A ROBENSTIEN, L S. DATED JUNE 1983, REVISED THROUGH MARCH 1985, AND RECORDED IN MAP VOLUME 197. EOF R STATE OF VERMONT INTERSTATE 89 '. EASEMENT TO BE ESTABL ��-.\� ,SHED PAGE 65 OF THE SOUTH BURLINGTON LAND RECORDS VOLUME 48. PAGE 489 / 2. SEE RECORD OF SURVEY ENTITLED "PLAN SHOWING PROPOSED BOUNDARY LINE REVISIONS ' `�\•a, ROY WRIGHT & TILLEY FARM OLD FARM ROAD SO. BURLINGTON. VERMONT' PREPARED BY A: 00'49'24'/ R = 11359.16' �� WARREN A. ROBENSTIEN. L. S. DATED JUNE 1983. REVISED THROUGH FEBRUARY 1987, AND RECORDED IN MAP VOLUME 252, PAGE 86 OF THE SOUTH BURLINGTON LAND RECORDS. T . 81.61 L 163.21' ��` CLAGS III WE1AN0 '�\ CLASS'u WETLAND `\- 3 SEE HIGHWAY PLANS ENTITLED "STATE OF VERMONT DEPARTMENT OF HIGHWAYS INTERSTATE C . t83.21' �'�\ 3 LANDS OF TILLEY FAMILY LIMITED PARTN VOLUME 388, PAGE 189 (PARCEL NO. 3 MAP VOLUME 197. PAGE 65) LEGEND 4' BY 4' VAOT CONCRETE MONUMENT FOUND 4' BY 4' CONCRETE MONUMENT PROPOSED 0 STEEL PIPE FOUND (INSIDE DIAMETER AS NOTED, ff UTILITY POLE WIRE FENCE PROPERTY LINE ------- EASEMENT OR RIGHT-OF-WAY LINE SETBACK LINE I/C _.-,- ZONING DISTRICT LINE C70 - - - - - LINE AS SURVEYED BY OTHERS /.- -- APPROXIMATE WATER LINE APPROXIMATE NATURAL GAS LINE EXISTING GROUND CONTOUR LINE STONE FENCE CITY CLERK'S OFFICE SO. BURLINGTON. VT. 2002 RECEIVED FOR RECORD AT O'CLOCK - M.. AND RECORDED IN VOL. OF MAPS ON PAGE A - 04'2SO9" ATTEST R 11359.16' S. BURLINGTON, VT. MUNICIPAL CLERK T = 434 97' L - 869 52' C 869,31' '• C BEARING . S 7358'48" E 1 I PIZZACALU PROPERTIES. LLC AND OTHERS I 30 FOOT WIDE SEWER EASEMENT VOLUME 215, PARES 109 & 111 PROJECT IN THE TOWN OF SOUTH BURLINGTON" PROJECT NO. 1-89-3(14) PREPARED BY C BEARING = N 69'4210 W VERMONT DEPARTMENT OF HIGHWAYS, SHEETS 11 AND 12 OF 125. 4. SEE HIGHWAY PLANS ENTITLED "STATE OF VERMONT DEPARTMENT OF HIGHWAYS INTERSTATE PROJECT IN THE TOWN OF SOUTH BURLINGTON RELOCATION HINESBURG ROAD" PROJECT NO. I-89-3(14) PREPARED BY VERMONT DEPARTMENT OF HIGHWAYS, SHEETS 22 AND 23. 5, THE BASIS OF BEARINGS WAS OBTAINED FROM THE RECORD OF SURVEY CALLED FOR IN NOTE 1, ABOVE, AND IS REFERENCED TO VERMONT STATE GRID COORDINATES. ___L ` `�\c LINE AS SURVEYED BY OTHERS ,T\`\r (SEE NOTE 1) A - 01'40'22'� R - 11359.16' T 165.83' L = 331,82' C . 3RING C BEARING = N 70'S7'03" W I ,� ^\ In I �+ y{ I I„ / ''�1 '\ I `"�._ .y_ \ �`� I 1\� DALE 02-22-02 REM REVISED STEET NAME ADDED STREET NUMBERS TO LOTS BY JPK DATE 02-08-02 REB90SHOW ACCESS ROAD & WETLAND BUFFERS BY JPK PIZZAGALLI PROPERTIES, LLC P. 0. BOX 2009 SOUTH BURLINGTON, VERMONT 05403-2009 BOUNDARY PLAT SHOWING SUBDIVISION OF LANDS OF PIZZAGALLI PROPERTIES, LLC HINESBURG ROAD GRAPHIC SCALE APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF a 4o SOUTH BURLINGTON, VERMONT ON THE -DAY OF 2002 SUBJECT TO THE REQUIREMENTS OF SAID CONDITIONS OF SAID RESOLUTION. SIGNED ( IN yBW(•) 1 Inch . 40 IL THIS_ DAY OF 2002 BY , CHAIRMAN OR CLERK.-' THIS SURVEY WAS BASED ON RECORD RESEARCH OF PERTINENT DEEDS. OTHER OFFICIAL RECORDS. AND EVIDENCE RECOVERED ON THE PROPERTY. THIS PLAT COMPLIES 1NT11 27 V.S.A. 1103 (B)(2)-(8). DATED HIS DAY of "T".n,4_r... Y002 - __ VT. L.S. Owl.,,Fu._ MIGHAEL R. M C V ,� := r MIGHAEL '; r: R. _ : o:, MAGOON o j :A`�,, No. 611 :'�; ' J' ` ..`S�";: dITgAN01„�` BOUNDARY DETAIL SOUTH BURLINGTON. VERMONT $U1WY MRM DOnOId L. Nomlin Consulting Engineers, Inc, fasex .Aunc!lon, Vef 1 i" = qO' - __ Draw MRM Job 01-250 Fk �t�d OLH u9.nq 1 Of ) DI 21-02 1- July 27, 2018 Re: #SP-18-41 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced 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. Sincerely l Raymond J. BelaitTi, Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 WWW.sburi.com 0 F I uAn kv,&" 7P.4010-1. southburfington PLANNING & ZONING Permit Number SP-/0- loffice use only) APPLICATION FOR SITE PLAN REVIEW e 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, and phone): Pizzagalli Properties, LLC 462 Shelburne Road, Suite 101, Burlington, VT 05401 Tel (802) 660-6805 Fax (802) 660-6868 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Book 215 Page 111 -113 3. APPLICANT (Name, mailing address, phone): Robert Bouchard Pizzagalli Properties, LLC - 462 Shelburne Road, Suite 101, Burlington, VT 05401 Tel (802) 660-6805 Fax (802) 660-6868 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone): Robert Bouchard - Pizzagalli Properties, LLC 462 Shelburne Road, Suite 101, Burlington, VT 05401 Tel (802) 660-6805 Fax (802) 660-6868 4a. CONTACT EMAIL ADDRESS: bbouchard@pizzagalli.com S. PROJECT STREET ADDRESS: 62 Tilley Drive 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1748-00062.0 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Pizzagalli Properties is requesting an approval after the fact, for the installation of an additional dumpster enclosure at 62 Tilley Drive. We are also requesting approval to add 1 additional parking space. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com b. Existing Uses on Property (including description and size of each separate use): Existing two story 28,116 GLA, medical office building. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Requested use is for an additional existing dumpster enclosure and one (1) additional parking space. d. Total building square footage on property (proposed buildings and existing buildings to remain): Existing building is 28,116 GLA. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Two (2) floors, 28' nigh. f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees (existing and proposed, note office versus non -office employees): 100 existing. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Site Plan Application Form. Rev. 5-2018 8. LOT COVERAGE Total Parcel Size: 196,903 Sq. Ft. a. Building: Existing 7.52 % 14,844 Proposed 7.52 % / 14,844 sq. ft. sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 33.4 / 65,792 sq. ft. Proposed 33.63 /o 65,992 so. ft. c. Front setback non -building coverage (along each street, commercial properties only) Existing 22-22 / 5,056 sq. ft. Proposed 22.22 % 5,056 sq. ft. d. Total area to be disturbed during construction (sq. ft.) 2,500 * * 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. New Building or Addition, including initial fit -up (if initial fit -up cost not available, contact Planning & Zoning staff): $ 2,500 b. Landscaping: $ c. Other site improvements (please list with cost): Add 1 parking space 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): NIA 11. PEAK HOURS OF OPERATION: NIA 12. PEAK DAYS OF OPERATION: NIA 13. ESTIMATED PROJECT COMPLETION DATE: NIA 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF- format) copy 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. $223.00 3 Site Plan Application Form. Rev. 5-2018 NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. 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 Robert Bouchard SIGNATURE OF PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: I ; Development Review Board L` )Vd- ministrative Officer I have reviewed this site plan application and find it to be: elcomplete 7*y� lt(7 971S Administrative Officer 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. Site Plan Application Form. Rev. 5-2018 south'Lu PLANNING & ZONING January 17, 2018 Re: #SP-18-03 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced 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. Sincer , 7 R ymond J. Belair Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com South ; -,,.; w PLANNING & ZONING U6j02 Permit Number SP- ��/ - (office use only) APPLICATION FOR SITE PLAN REVIEW E✓ 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 462 Shelburne Road, Suite 101, Burlington, VT 05401 Tel (802) 660-6805 Fax (802) 660-6868 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Book 215 Page 111- 113 3. APPLICANT (Name, mailing address, phone and fax #): Robert Bouchard Pizzagalli Properties, LLC - 462 Shelburne Road, Suite 101 Burlington, VT 05401 Tel (802) 660-6805 Fax (802) 660-6868 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Robert Bouchard - Pizzagalli Properties, LLC 462 Shelburne Road, Suite 101, Burlington, VT 05401 I el tuuz) nbu-btsub Fax (802) 660-6868 4a. CONTACT EMAIL ADDRESS:: bbouchard@pizzagalliproperties.com 5. PROJECT STREET ADDRESS: 62 Tilley Drive 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1748-00062.0 575 Dorset Street South Burlington. VT 05403 tel 802.846.41 06 fax 802.846.4101 www.sburl.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Pizzagalli Properties is requesting an approval after the fact, for the installation of an additional dumpster enclosure at 62 Tilley Drive. We are also requesting approval to add 1 additional parking space. b. Existing Uses on Property (including description and size of each separate use): Existing two story 28,116 GLA, medical office building c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Requested use is for an additional existing dumpster enclosure and one (1) additional parking space. d. Total building square footage on property (proposed buildings and existing buildings to remain): Existing building is 28,116 GLA. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Two (2) floors, 28' high. f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees (existing and proposed, note office versus non -office employees): 100 existing. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Site Plan Application Form. Rev. 12-2011 E 8. LOT COVERAGE a. Building: Total Parcel Size: 196.903 Existing 7.52 % / Proposed 7.52 % / Sq. Ft. 14,844 sq. ft. 14,844 sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 33.4 % / 65,792 sq. ft. Proposed 33.63 % / 65,992 sq. ft. c. Front yard (along each street) Existing 22.22 % / 5,056 sq. ft. Proposed 22.22 %/ 5,056 sq. ft. d. Total area to be disturbed during construction (sq. ft.) 360 s.f * No construction proposed. * 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 b. Landscaping: c. Other site improvements (please list with cost): Add 1 parkina saace 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): N/A 11. PEAK HOURS OF OPERATION: N/A 12. PEAK DAYS OF OPERATION: N/A 13. ESTIMATED PROJECT COMPLETION DATE: N/A 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)1 regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submittin the site plan application in accordance with the city's fee schedule. $223.00 'Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. 3 Site Plan Application Form, Rev. 12-2011 NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. 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 TURE OF PROPERTY OWNER Do not write below this line Robert Bouchard PRINT NAME DATE OF SUBMISSION: �� D REVIEW AUTHORITY: Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: Comp 12 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. Site Plan Application Form, Rev. 12-2011 1 THE CONTRACTOR SHALL NOTIFY 'DIGSAFE' AT WARNING: 1-88R-SAA-7233 PRIOR TO ANV EXCAVATION FATALLY TO%K; GASSES MAY BE PRESENT AT LOCAOp15 VMICN NAY BE IN THE IMMEDIATE IN UNDERGROUND PIPING SYSTEMS AND EX. B"x2]1'3DR35 PVC WdNITY OF UNDERGROUND UTILITIES. WASTE SYSTEM STRUCTURES. ' E% lW x 4T HDPE qX) S•0.008 FT.IFT. EX. BIT. CONC. I / EXIST. BIKE PATH 'i+<' SHED EX. 18'x2I HDPE 6 / \ IX e' x 171 30R35 -FT. N Ex TING CBX10 j.1d'R.0 P 1 PIZZAGALLI PROPERTIES, LLC EX GMP \ NIF TRANSFORMER PAD I EX. B'D.I. WATERLINE EX. 3"CL 1W PVC FiAT' S CBpB \ I+�l ORC-N 4. EXISTING POND iM' •1 9 P ,w v EX 18'x2]'HOPE SMH%1 FIA. -" S /EX.18"x28'HOPE CBpO £ EX BITUMINOUS S•D.CD28 FT - CONCRETE ROADWAY 1 SNOW I .,,... .. 3F .,, � STORAGE / .�.�; � \ / X. CpNC. CURS ELECTRIC VEHICLE, \ / 1 D D l EX CONCRETE CHARGINGSTATION > CUURBRB oo 6 ROMP O E%. . N / �THANSFOft PAR NCG RISEP RISE PATH C&b @N ,-' l: l �,� E , tB N TS HpP \ O fri Vl'"�•• .-S. PVC =OA056 FYlPt: EX B'D.1. 3.0064]FTIFT. EX.Bx5 CAST IRON 6- RUNE fW CBA4 EX. G.L. 8=6. 7FT.- X. EMERGENCY WATE y-' WATER SERVICE GENERATOR PADs OW I\ 'G ` TN LLY"pR' EX. CONC. SX CURB O \ STORAGE \ IANO \ S / fu EX. 18 / • .. "x 3'i HOPE D I 'f` SUUT C¢EfE R4 iW' EX. GMP HIGH VOLTAGE •® / / / / / ilAUll SNOW Z STORAGE / i '� +6 FT. FT \ � ✓ C 01,6 FT T \ \ \ LOT n AGrc s i A p - _ i ALAI wti 62 TILLEY DRIVE \ \ LOT B21 ' , 4.52 o NGRETE ` - 1 s ACRES r1P� „' y j \ \ \ \ 118 TILLEY DRIVE SaBACRE. . f i \ mr 1,uNEW vAJ o G8 P \ FP pG RQPfl1 BIKE RACK \ jRSDE \WME \ E%. CVMRLAOENoA, PC NEWeGE \SE(B STRIPING / E'+ CUM �� - \ /\ EX BITUMWOU$ CONCRETE E ERPPD/� STER �' - SN STOM `' 10-INDUSTRK BORE J IST$� - - - STORAGE --\ �1i PARKING AREA / BT N E %.6'SDR35 PVL E%'ROOFOVN O %'HUMP -� IB'INV.=3]3.OB ,\ _tRSTfAf HIGHWAY OVERLAY DISTRICT - XEW CEMENT ROOF DRAIN E CLOSURE ` CONCRETE LURE p WRX NEW GATE E%.BOUIDER. Q NV =3T0.80 EX. IS'.98'HOPE NEW WMPBTER EX. TYPE \ S=0.0099 FT./FT. WITH HELOSUR STONE PAD O 1\ \\ P 18 NV. 3]6.]4 EREI TCNEE%. BENLX ` V STONE PAD WV.•3ii.00 ` \ ♦ STONE/ LINED DITCH "H NEW BITUMINOUS CONCRETE PAVEMENT EXTENSION EXIST. RETENTION BASIN RETENTION BASIN MIRAFI E NI, 1GEOTYPE III TAPLANTMOtEDGRAVEL, BOTTOMEUEV­WATEREVIE OUTLETSTRUCTURE I S;m MIMFI SDO%OEOIE%TlE 9TABIlIUTIOX FABRIC MAX AX WATER EUEELEV•71 EX 11IIIPN TOP LO WAS ]t '.. -� ♦\ �;' MA%WATER ELEV•3i4.]1 INV.OUT•330.C5 DRAIN PIPE 3' PVC IN: 3]2.81 LIMIT OF CLASS 11 ♦ EXIST. 59 WID \ WET OF =.OUTLET PIPE - - DRAINAGE EASEMENT ♦ 1 ♦\ I LINED DITCH GRASS LDDITC LINH ♦ 5l / EX. BASIN OVERFLOW \I�-E 485' SPILLWAY X STONE LINED DITCH 332' LIMIT OF CLASSIII PROJEWE LANDS CT INFORMATION -62 TILLEY DRIVE -TOP OF CONCRETE EXIETING FRCPO6ED j 83'WEST OF HINESBURG ROAD OVERPASS, AREA %OF AREA bOF NORTHDGE OF FLOW, INTERSTATE e9 Bx1 csa7 (sFlAC) TOTAL (SFIRC) � NORTH STATE OF VERMONT-INTERSTATE 89 BOOTH ELEV.=39D.40 (U.5,G.5. DATUM( RIM=333.63 RIM•380.80 LOT SIZE 1B6.SG 4.52 t 196, 452 t00.0 1:�:NV, I1•3]].82 18' INV. IN=3i3.88 NV. OUTV]].71 RP INV. OUT•3]3.]3 BUILDINGCOVERAGE 14,W 0.34 i.52 14.844 0.34 752 UAIE ADDEDPAVE, NT E%TEN810N ON WEST SIDE. �` PARKING B DRIVE COVERAGE 49,1. 1,14 23.22 50099 t.t5 2544 IF-i lrvF(t�W- SMHNI B. C_ 31DEWALKCOVERAGE 683 0.02 0.44 fi83LAA NOTES: CUENi PIZZAGALLI PROPERTIES, LLC 0.1M-303.91 RIM=3B4.30 MM•310.01 MISC. COVERAGE 88 0.01 G22 388 0.01 0.22 + 1. TOPO(-AAPHV AND BI11LDING LOCATIONS ARE B49ED ONA TCPo(-.RAPHIC SURVEY T' NV. IN=375.88 18' INV. IN=379.10 18- INV .IN•3]4.zT ICEX1; I 3 PERFORMED ON 01n1-AND GCTOBER -1, 462 SHELBURNE ROAD, SUITE 101 r NV.OUT=3i5.51 18'INV. OUT-3i9.01 IS'INV.IN=3]4.391CBp9) TOTAL COVERAGE &S,i92 1.51 33A0 E5.992 1.52 33s3 BURLINGTON, VT 05401 18'INV.OUT-3i4.25 2. ELEVATIONS ARE BASED ON U.S.GS. DATUM TAKEN FROM A BENCHMARK AT THE HINESBURG ROAD NORTHWEST CORNER OF THE NEW ENGLAND TELEPHONE PROPERTY LOCATED ACRO83 P, CBN3 FRONT YARD SETBACK SIZE I5V SETBACK) 12090 G26 FROM FRED 89 FROM THE. PR�E(N� RIM=3i9.91 RIM=384.83 LBX9 100.00 TILLEY FRCPERTY. BENCHMARK ELEVATION WAS OBTAINED � 12090 0.26 100.00 I " MOUNTAIN VIEW BUSINESS PARK e'INV.IN•3>1A1 te'INV.IN=3I8.38 RIM=300.08 FRONT YARD COVERAGE 0 0.00 O.Op 0.00 0.00 BURLINGTON, VERMOM. 8'IRV. OUT-371.31 13"INV.OUT=319.39 16'INV. IN=374.50 18'INV. OUT•3i4.44 TILLEY DRIVE I 3 THE LOO CHAMPLAIN WATTIM OF THE ER( DISTRICT OFFICEE WAS OBTAINED FROM RECORD DRAYMNG$AT ® 62 TILLEY DRIVE SMHN3 CB" BASED ON CURRENT 50SETBACK gtAMNG 7111E RIM=363.0 RI 386.18 CBN10 FRONTVAR09ETBACKSIZE .5. G81-08 10 29,500 O.BB 1... % 4 THE CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXIBTMG PAVEMENT. ALL (2)W INV. IN=355.64 18"INV. IN=379J8 RIM-M.16 FRONT YARD COVERAGE (DRIVES B PARKING) .". 022 UW 9143 O.Y2 32.35 PAVEMENT AND GRAVEL SUBBASE REPLACE MENTSHALLMATCHTHETHICKNESSOFTHE SITE PLAN I, IN, OUT=355.59 18" INV. OUT•379.71 18-INV. OUT=3]4.]1 BASED ON ORIGINAL 40' SETBACK EXISTING PAVEMENT MO GRAVEL SUBBASE, WAUX.355.64 FRONT YARD SETBACK SIZE 23,BIT G" 1.GO 23857 0.54 1WW I 5. THIS PLAN IS BASED ON THE FDLLQWING. ,'BBBBBEIBB�AI� CBp6 FRONT YARD COVERAGE (DRIVES & PARKING) SO Gl1 ZZ22 5,058 0.12 22.22 1 • APLANWtEPAREOBYDONALDL. AMLINC SULTINGEWINEERS, INC. ENTITLED �41�E1F VE �I� RIM' . o 308.13 RCBXtt UT=3i9.83 IM•378A0 / "MOUNTAIN VIEW BUSINESS PARK. HINESBURG ROAD, SOUTH BURLINGTON, S 1 VERMCNLA T, SITE RUN' DRAWING I, DATED 03NBA2 LAST REVISED 0803A5 �. hP (<,{, P' kF �� -ICE 18'INV.OUT=3]4.55 ZOININGDIETRICT. INDUSTRIAL& OPEN SPACE THE LATEST OIGRN_IMAGERY PROVIDED BY THE VERMONT CENTER FOR •O31Y 9 �: Donald L. Ba�nlin O 60 1r3o GBx6 GEOGRAPHIC INFORMATION. 1Iy� 30 < PARKING STATISTICS m G. 7201m W1 PK Consudling 090 RIM=3ie.9t REWIRED.(28,118SFGL4x18PAGE PER2WSFGL4) 41 141 i0� W ZPK e-INIAN=3]3AT PROVIDED. 140 1A, : F cN 2 � Engineers; Inc. ' 9 FEET to"INv. OUT=373.37 ,, SS STEs; .� JPK 4yrON11 EEO. >ss gmFr sr,W4•e ••...EE...• � ,219201> 6}.3ra ✓MWellior; v..YWOWr r i I I I I 1 I 1 I � I RUSSELL TILLEY N/F EXIS SHED EXISTING HARN EXISTING POND \\11 \ 1 \ 1 1 \\ \ \ \ TO INESBUR \ \ \ EXISTING BARN I EXISTING BARN R I I f/ i INSTALLED / QROW / I L � I / l 2-PGa— 1-PGb 1 ' I WORTH STATE OF VERMONT — INTERSTATE 89 .SpUmi 0 MOUNTAIN VIEW BUSINESS PARK OFFICE BUILDING AND PLAT PLAN STREET TREES KEY BOTANICAL NAME COMMON NAME OTY SIZE REMARKS TREES AR Acer rubrum'Armstrang Armstrong Red Maple 12 212.3" Cal. B&B, 6' Branching Ht. (Min.) AF Acer rubrum z freemanii'Autumn Blaze' Autumn Blaze Maple 12 2 12-3" Cal. B&B, 6' Branching Ht. (Min.) GO Gymnocladus dioicus Kentucky Coffeetree 13 212-3" Cal. B&B, 6' Branching Fit. (Min.) PC Pyrus calleryana'Chanticleer' Callery Pear 10 212-3" Cal. B&B, 6Branching Ht. (Min.) PGa Pi cea glauca White Spruce 10 6-7' B&B. Full PGb Picea glauca White Spruce 5 8-10' B&B. Full OR Ouercus rubra Red Oak 8 212-3" Cal. B&B, 6' Branching Ht. (Min.) TO Thula occidentalis'Nigra' Eastern Arborvitae B88, Full 4 SHRUBS EA Euonymus alatus'Compactus' Compact Burning Bush 112 24-30" B&B, Plant 30" o.c. MOUNTAIN VIEW BUSINESS PARK OFFICE BUILDING South Burlington, Vermont I 4 a?gq�so W I I FfZZAGALLI PROPERTIES w I I I 1 DEVELOPER \ \ soJo) D— I I I ) 1 South B 1 nii'M VT' 05402 1 5 1 I I I 602-6s&4100 I I I 11 I I 11 � i I II HAMLIN DONALD L. I I \ 1 I I— I 1 I CONSULTING ENGINEERING I I36 Pearl Strew \ \ I I 1 i I \ 1 11 11 \1 , Baaex i.87 VT 05452 1 1 I I I 1 I 1 1 I I azoS7S-39s6 k \ I I 1 I I I I W am \ \ I I 11 1\ 1\ 1\ I \I \\ \\ \\\ \ \\ 1 1 \I \\ 11 1\ 1\ \\ \\ \\ \ \ TILLEY FAMILY \ \ \ LIMITED PARTNERSHIP \\ \\ `\ \\ N/F LOT B STREET # 8 \\\ \\\ \ \\\ ` Nonh S.I. 1•' 40' 1 \ Date: 02125t02 Dm—Fly... mncW TE I / \ \ \ \ \ \ \ \\\ \ \\ \\ \ \\ Checked By: MKW ifma 1 mate I K ut twousna.J cgrw _ `,� \ Al \ 1-PGb\ ! updnim.ii J. ri N 11 mkw / \ \ NNriaE E.SE4gNT \ \ Add <�ergan.rnemi� 10]OS mkw \ I earl dmip .Mae t p Ol mkw o ;rr,Mt. By 1 R— SJT ,y M v Title u.r � tawee , PLANTING PLAN .En�xoa r.aa. �n.ro to GRAPHIC SCALE 41, 0 20 40 80 160 Scale: 1"=40' Sheet Numbe,. L1.0 Project Number File: • y e f' The Bike Hitch is an attractive and space efficient bike rack. The Bike Hitch was specifically designed for sidewalks and •- other narrow space applications. The rack's design restricts bikes to l t,. parking parallel with the rack so bikes won't protrude out into the .�, sidewalk or street. American Bicycle Security Company I P.O. Box 7359 Ventura, CA 93006 Ph: (800) 245-3723 or (805) 933-3688 Fax: (805) 933-1865 www.ameribike.com Email: turtle@ameribike.com (Bike Hitch Sol -- ---- 32 II Example of rack in use Pr ikne Hitch Capacity Z Bikes Materlal5 CpntprhpA—: 7" schedule ip p nn c ., .. Ring 1.5" OD�11 gauge tube a� Finishes Standard options: Galvanized Or Powder Coated RAL 9003 � RAL 1023 Bright veuow =E16==== RAL7011 RAL7042 RA RAL3003 RAL1005 Also available in PVC, Thermoplastic, or Stainless steel. Installation In ground mount is embedded into concrete base. Specify in Methods ground mount for this option. Surface Mount has one 5" x 6" foot which is anchored to the ground with four anchors (included with rack). Space Use Wall Setbacks: & Setbacks For racks set parallel to a wall: Minimum: 12" Recommended: 24" For racks set perpendicular to a w: Minimum: 35" Recommended: 38" Distance Between Ra Minimum: 24" Recommended: 38" Street Setbacks - Minimum: 3 Page 1 of 3 24'-"- 76" 4ALC 54� (38 If no aisle needed) 36" S� American Bicycle Security Company P.O. Box 7359 Ventura, CA 93006 Ph: (800) 245-3723 or (805) 933-3688 Fax: (805) 933-1865 www.ameribike.com Email: turtle@ameribike.com *Tools Needed for Installation • Tape Measure • MarkPr nr PPnril • Masonry Drill Bit • Drill (Hammer drill recommended) • Hammer • Wrench 9/16" • Level Recommended Base materials: Solid concrete is the best base material for installation. Ask your American Bicycle Security representative which anchor is appropriate for your application to ensure the proper anchors are shipped with your rack. Be sure nothing is underneath the base material that could be damaged by drilling. Installation: 3/8" anchors are shipped with the rack. Place the rack in the desired location. Use a marker or pencil to outline the holes of the flange onto the base material. Drill the holes in accordance with the specifications shipped with the anchors. Make sure the holes are at least 6" away from any cracks in the base material. Use washers to level rack f 3. 2 I I Drill hole 3" Deep (Anchors will vary according to install surface) Tamper Resistant Hardware * The concrete spike is a permanent anchor. The top of the wedge anchor can also be pounded sideways after installation so that it cannot be removed. Other tamper resistant fasteners are also available for purchase. Breakaway Nut Stainless Tamper- Triple -slot Nut When using the special tamper resistant nuts, always set and first Proof Nut tighten the anchors. Once the rack is installed, replace two nuts from the bracket o �,��„����,���• (opposite sides from each other) with the tamper resistant fastener. DO NOT OVERTIGHTEN the tamper resistant nut. Concrete Spike American Bicycle Security Company P.O. Box 7359 Ventura, CA 93006 Page 2 of 3 Ph: (800) 245-3723 or (805) 933-3688 Fax: (805) 933-1865 www.ameribike.com Email: turtle@ameribike.com *Tools Needed for Installation • Level Cement tub - Shovel Il mixing lUU • Shovel • Trowel • Hole coring machine with 4" bit • Access to water hose • Materials to build brace Installing into New Concrete Final glade level ' poured concrete 2.F 4-7" deep Place corrosion resistant sleeve (--', min.' 3" inside diameter) in sand pour bed in exact location where rack will be Pour concrete installed. Make sure top of sleeve is & allow to at same level as desired finished cure. concrete surface. Fill sleeve with sand to keep it in place and prevent it from filling with concrete. After curing, dig out sand from sleeves & insert racks, making sure they are level & at the appropriate height. 4. Place racks in holes, making sure it is level. Installing into Existing Concrete Core holes no less than 3" diameter (4"recommended) & no less than 10" deep into surface. Fill holes with epoxy grout. 32" of the bike rack should remain above surface. 2. Place rack into holes, making sure it is level. 4. Make sure rack is level & held in place until the grout has completely set. *An easy way to brace the rack while the grout sets is to bolt two 1x4" boards together at one end and clamp them onto the legs of the rack like a clothes pin. American Bicycle Security Company P.O. Box 7359 Ventura, CA 93006 Page 3 of 3 Ph: (800) 245-3723 or (805) 933-3688 Fax: (805) 933-1865 www.ameribike.com Email: turtle@ameribike.com August 19, 2016 Re: #SP-16-55 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced 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. Sin ly, aymond 21B *lair Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com southburiington PLANNING & ZONING Permit Number SP- 6 (office use only) APPLICATION FOR SITE PLAN REVIEW MAdministrative ❑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 #): Pizzaqalli Properties, LLC 462 Shelburne Road Suite 101 Burlington, VT 05401 Tel 802-660-6800 Fax 802-660-6868 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Book 215 Pgs 111-1 3. APPLICANT (Name, mailing address, phone and fax #): Cx Associates Attn: Leah Libby 110 Main Street Burlington, VT 05410 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Leah Libby (207) 890-9352 4a. CONTACT EMAIL ADDRESS:: leah@cx-assoc.com 5. PROJECT STREET ADDRESS: 62 Tilley Drive, South Burlington 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 0860-00750.E 575 Dorset Street South Burlington, VT 05403 tel 802,846.4106 fax 802.846.4101 www.sburi.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): The University of Vermont Medical Center is seekinq approval for the installation of an electric vehicle charging station to be assessable to UVMMC employees and patients at 62 Tilley Drive in South Burlington. b. Existing Uses on Property (including description and size of each separate use): Two story, 30,000 square foot medical office building Proposed Uses on property (include description and size of each new use and existing uses to remain): Applicant wished to install an electric vehicle charging station on site. Please see attached site plan. d. Total building square footage on property (proposed buildings and existing buildings to remain): 30,000 e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): N/A f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees (existing and proposed, note office versus non -office employees): N/A h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Site Plan Application Form. Rev. 12-2011 8. LOT COVERAGE a. Building: Total Parcel Size: 196891 Existing 7.6 % / Proposed % / Sq. Ft. 15,000 sq. ft. sq. ft. b. Overall i►�ipei'vious coverage (building, parking, outside storage, etc) Existing 45.6 % / 89734 sq. ft. Proposed % / sq. ft. c. Front yard (along each street) Existing % / sq. ft. Proposed % / sq. ft. d. Total area to be disturbed during construction (sq. ft.) 100 sf (est) * * 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): $ 15,000 (est) b. Landscaping: $ 0.00 c. Other site improvements (please list with cost): N/A 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): N/A 11. PEAK HOURS OF OPERATION: N/A 12. PEAK DAYS OF OPERATION: N/A 13. ESTIMATED PROJECT COMPLETION DATE: 9/30/2016 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)1 regular size copies, one reduced copy (I V x 17"), and one digital (PDF-format) copy 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�ffeee schedule. M„% / d !r " Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. 3 Site Plan Application Form. Rev. 12-2011 NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application Complctc, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. 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. ,t A Michael Tomkowicz 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: r 9-1, 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. Site Plan Application Form. Rev. 12-2011 /,"*N 7 1 JYt 9i�1[ Y/ HBYONI ix IE451�R Ra 1wY.� i WIRO PNii111kWW 1 NOUN rMN—W smN M PARR OFFlCEBURIMW ,-h BYIIIn114M y— SE GROUP p...lyaa..lp MWALLI PROPERTIES 06VHLGPHR +rw. uNfRt¢a iR/0 uwa Hli 1 • � r, l � PEANIINGPbW ORAPH�S LH « L1.0 l4 I i _JeNM 9TAIE Of VENIIONT - tNIERSTAIL a `R"' WouNf ANI NFW ww n A11M wYK� HnO1W YUOJW I1/W tMn muJ Gf1 aJ"�•.'�.u+v:, Ic%M,.fl+lf 2•:FY ?II iu IpYi16t fll[[9 G gaq�l�Noi'QonOYd�N• C.q" Wrf.YK Y.f f+3w a"MM 7Uy •V I nYA YNY ORAPNIC SCALE Y• )y �°Ilbw w�YYI MOUN I'A1N VIEW BUSINESS PARK OFFICE BUILDING South BurllnoNn. VnmoM SE GRoup PYonly i dMf11v L. W&' i .' tW'u-v .owl 17 twItfift. dulw•slll PIZZAOALLI PAOPKII716B DBVBLOPBR IIAAILIN t%kiAl Is I - •."All Y1Nue�rrfKiME1ARro NYa , 1 i .w...wr.,.. :. r. ;i73ti..: • .k Iw. PLANTING PLAN Lr.o r ±�® LOOK s®uthburlingto PLANNING & ZONING June 8, 2010 Robert Bouchard, Development Manager Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Re: 62 Tilley Drive Dear Mr. Bouchard: Enclosed, please find copies of the Findings of Fact and Decisions rendered by the Administrative Officer on June 8, 2010 (effective 6/8/10). 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. Sincerely, Jana Beagley Planning and Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com J Site Plan Application I 1 Permit Number SP---Lb- / 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. 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 # 660-6805 Fax # 660-6868 2. LOCATION OF LAST RECORDED DEED (Book and page #): Book 215, Pages 111-113 3. APPLICANT (Name, mailing address, phone and fax #): Pizzagalli Properties, LLC 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, LLC, 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: 62 Tilley Drive 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 0860-00750.E 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Pizzagalli Properties wishes to convert 3,480 rentable square feet on the second floor of 62 Tilley rive from general office space to medical office space. New tenant is etc er en Health Care's Endocrinology. Site Plan Application b. Existing Uses on Property (including description and size of each separate use): 62 Tilley Drive consists of a two story, class A office building totaling 28,116 rentable square feet. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Existing uses include primarily medical office space: Fletcher Allen Health Care's Pain Management Center and Cardiology and Cardiac Rehab. d. Total building square footage on property (proposed buildings and existing buildings to remain): 28,116 square feet e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): 28' high. Two floors existing. No basement. f. Number of residential units (if applicable, new units and existing units to remain): 0 g. Number of employees & company vehicles (existing and proposed, note office versus non - office employees): 100 employees. Company vehicles unknown. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): 8. LOT COVERAGE No site changes are proposed! Total Parcel Size: 19,891 a. Building: Existing -- % Proposed -- % / Sq. Ft. 4.52 Acres / -- sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing -- % / -- sq. ft. Proposed -- % / -- sq. ft. c. Front yard (along each street) Existing -- % / -- sq. ft. Proposed -- % -- sq. ft. 2 R r d. Total area to be disturbed during construction (sq. ft.) 0 Site Plan Application * 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): $ 900,000 b. Landscaping n c. Other site improvements (please list with cost): None 10. ESTIMATED TRAFFIC x a. Average daily traffic for entire property (in and out): /-/22 V PD % °z',t- b. A.M. Peak hour for entire property (in and out): 60 V Pff �� r/ i� �Z o e " c. P.M. Peak hour for entire property (In and out): SZ VP# 11. PEAK HOURS OF OPERATION: 9:6d - S: Oa 12. PEAK DAYS OF OPERATION: 13. ESTIMATED PROJECT COMPLETION DATE: do 31e 'ZO/O Y37. m--5t-- 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) ,e VP� q S-- 4IRW p� pet,<< 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 Robert Bouchard SIGNATURE OF PROPERTY OWNER Do not write below this line PRINT NAME DATE OF SUBMISSION: REVIEW AUTHORITY: Development Review Board /Administrative Officer I have reviewed this site plan application and find it to be: Lam" Complete ❑ Incomplete irector of Planning & Zoning or Designee 5 TRIP GENERATION information for change in use from CTX Mortgage to FAHC MVBP LOT A AVERAGE DAILY TRAFFIC AM PEAK HOUR PM PEAK HOUR TRIP GENERATION (trips per day) (trips per hour) (trips per hour) 5/21/2010 IN OUT TOTAL IN OUT TOTAL IN OUT TOTAL CTX Mortgage General Office 3673 s.f. 20 20 40 5 1 6 1 5 6 FAHC Medical Office 66 66 132 7 2 9 4 9 13 3673 s.f. INCREASE (+) DECREASE(-) +46 +46 +92 +2 +1 :+3 +3 +4 +7 for FAHC 1. BASED ON ITE TRIP GENERATION MANUAL, 8th EDITION DONALD L. HAMLIN CONSULTING ENGINEER5, INC. -- 7HE CONTRACTOR SHALL NOTIFY 'DIGSAFE' AT WARNING: \ I 1 E B-344-7233 PRIOR TO ANY EXCAVATION FATALLY TOXIC GASSES MAY BE PRESENT PROJECT INFORMATION -LOT A DIM CBI! 9L1Hpl AT LOCATIONS WHICH MAY BE IN THE IMMEDIATE IN UNDERGROUND PIPING SYSTEMS AND 3 OF f ftIM.J83.88 AIM-J79.91 RIM.783.91 \ \ VICINITY OF UNDERGROUND UTILITIES. WASTE SYSTEM STRUCTURES. AREA IGT 7DTAI AU.OWED 18" INV, IN-3]7.82 78` INV, IN-S7J.41 6' INV. IN-373.68 LOT SIZE 186,739 100.0 30.0 18" INV. OUi.3]7.71 78" INV, Wr-373.37 8' INV. OUT-376.31 SUILDING COVERAGE 14J844 7.6 CepJ CBp7 SYHI2 PARKING & DRIVE COVERAGE SO055 2&4 RIM M.38 PoM-380.80 RIM-J79.91 \ \ , SIDEWALK COVERAGE 514 0.3 18' INV. W-379.10 18' INV. IN-373.8E S' INV, M-371.41 IMPORTANT NO E: - TAL COVERAGE ------ ----6 ---- --- IV INV. Wr-S7B.m IB' INV. WT-373.73 8' INV. WT-371.31 \ EXISTING TOTAL COVERAGE as.42e ]3.3 ]0.0 \ \ FORUM IN LOCATION HAS BEEN REVISED DUE TO THE PRESENCE OF I.EOCE. THE CONTRACTOR BARN OBIS CB/e SMH�}3 WILL BE REWIRED TO PROVIDE HORIZONTAL AND VERTICAL AS -BUILT INFORMATION FOR THE Li \ ` REVISED FORCEMAIN AND FOR ANY DEVIATIONS FROM THESE PLANS. HINGRRURG READ RIM INV. OU RI 378.B7 RIM-SB3.83 \ \ \ t6' INV. Wi•378.38 78' INV. WT-37A28 ((2 8' WV. IN-355.64 \ � \ FRONT YARD SETBACK SIZE 12.090 100.0 18" INV. IN-379.36 18' INV, IN-374.27 (CBIII) 8'�INV. OUT-J55.39 \\ \ FRONT YARD COVERAGE 0 0 30.0 IX INV. IN-374.39 (CB/9) 8' AUX.-355.64 FRONT YARD SETBACK SIZE 23,687 100.0 \ PoM J86.18 CB/Igg FflONT YPAD COVERAGE 3.030 21.4 J0.0 18' INV, WT-J79.71 RIN-J80.08 NOES: 13" INV. IN-379.76 18' INV. WT-374.44 Q' 1 �O I. TOPOGRAPHY AND BUILDING LOCATIONS PRE BASED ON A TOPOGRAPHIC SURVEY PERFORMED ON 01 /21/98 AND OCTOBER 2001. ZONING DISTRICT: MIXED INDUSTRIAL & COMMERCIAL S' NV. INW74.58 OBIS 2 ELEVATIONS ARE BASED ON U.S.G.S. DATUM TAKEN FROM A SONCHMARK AT ME NORTHWEST CORNER OF THE NEW ENGUWD P cwN. fS k RIM INV. O CBIRO / EXISTING 14' TELEPHONE PROPERTY LOCATED ACROSS INTERSTATE B9 FROM THE TILLEY PROPERTY, BENCHMMK ELEVATOR WAS MIA. FROM 18' INV. WT-379.83 KIN RIV. 8 TO ! / Y I. WAIERLINE. FRED KOERNER. P,E, BURLINGTON. VERMONT. MOORED: 120 SPACES (I5,000 SF x 2 STGilES x 1 SPACE PEA 240 SF CFA) q} 18' WV. WT-374.T VENVE \` 'Y / DEPTH UNKNOWN FRONDED: 141 SPACES DRIVE \ / E 3. LOCATION OF THE EXISTNG 24" WATERUNE WAS OBTAINED FROM RECORD DRAWINGS AT ME CHAMPLAIN WATER DISTRICT OFFICE. EXSbNC call EXISTING 4. THE CONTRACTOR SHALL COORDINATE ALL WORK INSIDE ME RWTE 116 RIGHT-OF-WAY "M ME VERMONT AGENCY OF BARN NEW 8" END CAP LI40 M INV&WT-J74b3 / EW Y SHED TRANSPORTATION DISTRICT I5 OFRCE. WITH 'MEGA -LUG' RETAI , 3' SEND & THRUST BLOCK 8. ME CONTRACTOR SHALL MINIMIZE DISTURBANCE TO ME EXISTING PAVEMENT. ALL PAVEMENT AND GRAVEL SUBBASE NEW 1' SOR 11 HDPE REPLACEMENT SHALL MATCH ME THICKNESS OF THE EXISTING PAVEMENT AND GRAVEL SUBBASE. CATENVALVE FOACEMAIN WSTALLm IN ✓^^ ( NEW HYDRANT ASSEMBLY 2) NEW J' 6' SLEEVE USING \ I I 6. A MINIMUM OF TWO-WAY TRAFFIC ALONG ROUTE 116 AND A MINIMUM OF ONE-WAY TRAFFIC ALONG OLD FARM ROAD SHALL BE 43' BENDS MECTIMAL BORE M \\J I E�SLNG MAINTAINED AT ALL TIMES. # T 7. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WTH ME 'SPECIFOATIONS AND DETAILS FOR THE INSTALLATION OF WATER NEW 3' CL 160 PVC T pf3L 2 E CTA� NEW 3'_ LINES AND APPURTENANCES FOR ALL WATER SYSTEMS OWNED BY THE CHAMPUIN WATER DISTRICT, ME CITY OF SIXRH BURLINGTON. FORODMAIN COLCHESTER FIRE DISTRICT /I, AND THE VILLAGE OF JEPoCHO'. \ \ \ NEW 8'x 271' SDRJS PVC ^ 1 p I NER35 PVC V \ / / -E)�NO CARP WLVENT S. ME CONMACTOR SHALL COORDINATE YAM ME SWAN WRUNCTON FIRE DEPARTMENT ON THE FINAL LOCATION AND INSTALUnON 5-0.0378 R./FT. ,6 0 REMAI� OF ALL NEW HYDRANTS. NEW 8'x8" TEE AND F I I I \I 9-0.0189 AIR RELEASE MANHOLE EXIM M WATER SERVICE \ % 1 Op.P'A' REMAIN NEWS e' GATE VALVE n W I I 1 PM UNNNO �` / EW WET TM & GATE VALVE NEW SIT. CONC. w { 6U SWTIjpE I „ _ u SEND RUSSELL TILLEY NEW GATE VALVE BONE PA 1 I R '_ I I NSW � %ILIARY dSCHMCE MANHOlESEE DETAIL EW 22-1/2' BEND N/F NEW .:: 5.70 EXISTING POLE 1\ & THRUST BLOCK ExISi ASSEMBLY I r 1 I I II INV-355.36 TO REMAI I 4 NEW 3' CL iB0 PVC FORCEMAIN SHED „t 1 I 6`x iV SDR331 PVC \ I V.A.0.7. , GIMP 57• CONC. NONUNM \v \1 - NEW LOCATION) NEW 6`x 171' SOR35 PVC ft- / - I I 1 / NEW PUMP STATION // Z \ \ \ NEW Y CL 160 PVC i01tCEMAIN NEW 3' CL 180 PVC_ S-0.0240 FT/FT. 3t" /• /� / I II STUB FCR FUTURE U. SE \ RIM•365.59 \ STEEL NO 36"SLEEVE ✓ \ \J \ , (DESION LOCATION) FORCENAIN NEW GMP n� f r 1 I 1 GRA 2L DRIVE\ �\ / iI 8' INV. W-353.033327 _SR 5- \ TRANSFOAME _ �/' :'IVGR EW CHAIN 1 V 1 1 II\ 6" F.M.INV. OUT-355.98 \ Ewa D.I. PAD SMHI7 ATE NCESEE bETML GAI7`E / \ I % \ \ I WATERLINE . I I i I 1 I (Y1 v EXISTING NEW 8"x8' TEE AND / '• \ WATER / \ S \ BARN e" GAIE VALVE .... :: eB4W-F-... :... \ 1 I \ I 1 I . - '. STUB FOR 1 FUTURE USE C "I''HC 1GND NEW 18'x 27' HDPE / ..' a . . // CBp 1 & GUST _"K� D GAP,/ I' \ _ 5-0.0028 FL/FT .. i%�" ( \ I \ I : :.. .: �W 18'� 4r NDbE I I \ \/ / REMOVE & RESET NEW BITUMINOUS 5' 310E ISTNO SIGN EMOVE E%ISTNG TREE CONCRETE ROADWAY,OR LOT II i IBACN ' NEW FORCFAINN SEE ROADWAY DETAILS R 1 g �SNOWr\-NEYLCONG;,'vfx \ I NRE BOCE53 DAI\ 1 II I I III \ �O R RELEASE & NEW COM RE Z\ / CLEAN -OUT MANNIXE, SEE DETAILS \ \ I I I I 11 1 \\ I \ ASSEMBLYANT NEW BIT. GONG BIKE PATH C I N R35X a I NEw 6'x 5' NEW tot 73 HGPE EW CONCRETE \ 1 1 \ \ I I I I I \ g wnrenuNc s-a oeIONFT./FT. / NeW(1 \ \ RI \-D.os47 Fr./iT. f�' ceps 1 1 1 \ I I I 1 1 1 sla ooBe: rr CURB WATER7 EW " SERVICE j T \ \ EW`8 UMINOUS CONCRETE\ I \ 1 \ 1 �V p \ \ o I / \\ 1 I , ^ RTC ,•. I I MKING AREA- \ I 1 \ \ \LO 1' O E T iW \ �+�/D RBCWG 9(P \ \ I I I\ 1 \ \ 13.3E AoES (\ E \ 8 \ \ \ATE.vArii21 I / ., ... e Qip 4TILLEY FAMILY // f •,: 1 \ I 1 \ 1 1 l \ \ ) \\ ' Jam) $ I ( \ 1 I ✓ / S N!W 18`x32' ! 379.8 \ 1 NEW 16'x 121' ND�E ( \I \ 1 \ \ \\ \ \\ LIMITED PARTNERSHIP s-oO;OOTT. I 1r.c0Ra 1 s-0.0026 Fr./FTI / 1 1 1 I \ \ \ \\ I EjAaIFspnT+s"Ghi �� >' N/F OMP�� r; .. ... .. 0 � ANION VOLTAGE / F ow / - - _ I•Trw 6 %:6r t \ \ \ / IRON PIPE (2) 8' 43' BEN09 nIRUST BLOCKS SNOW STORAGE SLANG \ NEW PRO¢OSED BUILDING 1 6 4 1 I 1 I \\ \\ \ IpHy X6 (2) NEW 3" \ T ,�+'•- .4�/' 1 \\N'EW BUILOINO LIOH� U� 43' BENDS \III _ NEW CUR�EIf : 1d �, i" ) 70 YLAT. METAL HALIDE 'NEW (TYPICAL) f [W TB^x ij9 HOPE - �1-: I 10^MOUNTING HEI ` / 18"x pa' NOPE. \ \ \ \ 1. \ .o.aoaalFT/FT / \ �1 FBOMS 5Ea ^OPOI \ \ T4 W C V R-s \:2: �\\ \ �_ '✓ / I / I \ \ \ \ \ \ \ ✓ 2 \ �-SACK \ \ .� .'. i�-\ I / / 1 / \ \ \ \ \ NEW LIGHT Fl%7yRE \NEW j 3' SIDE I 175 WAT, META HAALLIDE 1\ \ ` _ - 9 1 _ •�' I ( �l 18' MOUNTING EIGH \ \ \ SROW/ �- -- --'� \CURB L- �{ \ , SETBACKS I C --MI_%I$D I-NDUSTRIAI, AND CdAM RC)AL ( ION.) \ \ \ 1 SIDRAGF _ I NEW 91NMIN 3 CONCRETE NEW CHILLER P SNOW ( I R Bii DRNNS� \ \ \ \ / WV -�3•� \ - I - 0 - CONS ft IW�OPE_ \ \ \ 1 \ \y, 1 \ 1 -. .- MIONO - STORAGE I I O V. 37880 EW SCREENED\ \ ' \ \ \ I I E VA 10 \ 1 f7 \ \ \ NEW /8I'x 98' NDIIE 0 / \ I NPSTER LOCATION\ \ \ I ) \ 5-O.Q099 FT/Pi. \ NEW El /^\\ 1 j III / �•: 1 I I \ v. J776 \\ �v // 1\II III✓/ {� I 1 "NEW TYPE I \\ A NEW GRASS $TONE PAO sroNaD � LINED DITCH / 78' WV-I370.7 NEW S1TIN 1 \\ \\ \\ \\ / 1 BETE TON BA9iVN LINED DITCH 180TTOAITELEV3E] 2� 6' A91N DRA \ 1 Dtapc.-377y4y57E MAX ATER ELEVE 3742.81 11 I 3')AVC INV.-)72.BI \ \\ EWI'JO' YAOE \� \\ / \ N AOE EASEM T \+ LMIT of cLAss I9 / / / / LOT A STREETI62) \ 1 / IlET RIP 1 \ ' \\ AI\ \ wETT.ANDs // 4.32 acREs I 1 \ \ / _7 w Opass NEW vAo r \ \ Nm DITCH1 I \ \ HINESBURG 40 0 40 Laa 29- `.40 1 163' Scale I" - QD ' EW STONE WOE: �- uMIT of sass IN N 11 1 NW DITCH WETLANDSCACLASS 11 NElUNO UNI RECORD DRAWHO RXMMATCH SHOWN ON THIS PLAN WAS OBTAINED FROM DATE REW90N ADDED CNILGBA CARP PADS. CABLE BY TSAR - TOP OF CONCRETE MONUMENT MUNSON EARTH -MOVING CORP. PRESENTED ON THE FOLLOWINO PLAN SHEETS NORTH STATE OF VERMONT - INTERSTATE 89 SOUTH RETENTION BASIN 1140ID4 BOXES, & EMERGENCY GENERATOR JPX BY WEST OF HINESBURG ROAD OVERPASS, ppOJECT AS - WILT TIED / DETAIL. SHEET NENCr1, UST REVISED 06/14/04. OVERFLOW SPILLWAY NORM EDGE OF P.O.ri., INTERSTATE 69 PROJECT A3-BUILT PLAN$ BHEET I. LAST REVISED 06/14/04. DATE REM90N BY ELEV. - 390.45 (U.9.0.5. DATUM) PROJECT AS -BUILT PLANS SHEET 2. DATED JAN. 27. 2j 06/2844 ADDED RECORD ERASING INFORMATMN ✓PX PROJECT AS -BUILT PLANS, SHEET 3, UST REVISED 08/14/04. DATE RM90N BY PROJECT AS -WILT PLANS. SHEET 4. DATED 04/21/G4, O2/16/04 ADDED SHOW STORAGE AREAS DATE RE1119ON REVISED "RCS rAIN LOCATION BY DATE RETA90N REYfsED NYDRANr LOCATIONS & BY CLIENT PROJECT TITLE DRAWING MILE Survey $dE lo/ES'OS ALONG ROUTE 116 'PE 04123103 REVISED MFICENAIN LOCATION PER VTRANS ✓PX MRM I"m40' DATE REV119ON REVISED PORCENAIN LOCATION BY DATE RMSON REVISED PROJB'LT' 3TAr3 TO SNOM BY Design Donald L. Hamlin u{)b 08/2543 AT OLD FARM ROAD JPX 08112102, SEPAAATE FRONT YARD SETBACK COMM ✓Px PIZZAGALLI PROPERTIES, LLC MOUNTAIN VIEW BUSINESS PARK ✓Px 0T-zso Drawn Consullinq fie DATE REW9(E,IssD BUILDING, umitAme WAL S, & BY DATE REN90N ADDED NOTE /$ & BY P.O. BOX 2009 HINESBURG ROAD SITE PLAN L7 07/14J09 pROJAcs' srA27817CS JPX 07 2S 2 ADDED NORTH STUB TO STUN JPx ✓PK Engineers, Inc. DATE REWSON BY DATE RM9ONRXVISCD DRAWING p FROM 2 To I Br SO. BURLINGTON, VERMONT 05403-2009 SOUTH BURLINGTON, VERMONT Checked arapmg REVISED RIY EL6'YArIDN9 a/s0ibs MR CBp'As.e,& 7 JPx Os 6 02 &ADDED LOT A DEVELOPMENT ✓Px I n G RFN DATE RMMIR BY DATE RM90N +6 ATrea 7. A69aA A9r a EAr+6 saAvrcr. BY R E C V R D D RAW I N V Bete Jg.1 Poeioa?f S1rMst REVISED HYDRANT LOCATION PER & i°m°+n m u2sr Lxxn Bun+m. Esser ✓rs7aotio76 YerT7w7Tt 04/26iDs RaYJSED rofe'BxuN LacerroN PER vrRANs JPX 04 6 2 LBr srA++r Av6++RF JPx 03 OFi 02 TRAVELERS February 2, 2009 City of South Burlington Dept. of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 Re: Bond No. 400S W5495 Pizzagalli Construction Company 50 Joy Drive South Burlington, VT 05403 Subdivision Bond Karen Nigrelli Account Manager Travelers Bond 350 Granite Street Braintree, MA 02184 Phone:781-817-8438 Fax: 866-216-5952 klnigrel@travelers.com You are hereby notified that this Company elects to cancel the above captioned bond. This cancellation is to take effect on April 29, 2009, in accordance with the terms of said Bond. Should you have any questions, please feel free to contact this office. Travelers Casualty and Surety Company of America B . Ka6 L. Nigrelli, Attorney -in- ct TRAVELERS CHANGE IN SURETY COMPANY RIDER To: CITY OF SOUTH BURLINGTON DEPT. OF PLANNING & ZONING 575 DORSET STREET SO. BURLINGTON, VT 05403- USA To be attached to and form part of Bond Number: 400SW5495 Former Bond Number: Bond Limit: $34,000.00 Issued on behalf of: PIZZAGALLI CONSTRUCTION COMPANY 50 JOY DRIVE SO. BURLINGTON, VT 05403 And in favor of CITY OF SOUTH BURLINGTON DEPT. OF PLANNING & ZONING 575 DORSET STREET SO. BURLINGTON, VT 05403- USA The purpose of this Rider is: CHANGE IN SURETY COMPANY Effective April 29, 2007 , the surety on the above referenced bond is Travelers Casualty and Surety Company of America. Travelers Casualty and Surety Company of America replaces St. Paul Fire and Marine Insurance Company as surety. The termination of liability under the St. Paul Fire and Marine Insurance Company bond is a condition precedent to the change of surety. Signed, sealed and dated this S-6656 (10/04) 06 day of March , 2007 Travelers Casualty and Surety Company of America Joseph L. Nespor, Attorney -In -Fact Agent/Principal Copy TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY Hartford, Connecticut 06183-9062 POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(S)-IN-FACT KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hartford, County of Hartford, State of Connecticut, (hereinafter the "Companies") hath made, constituted and appointed, and do by these presents make, constitute and appoint: Joseph L. Nespor, of Hartford, Connecticut, their true and lawful Attomey(s)-in-Fact, with full power and authority hereby conferred to sign, execute and acknowledge, at any place within the United States, the following instrument(s): by his/her sole signature and act, any and all bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and all consents incident thereto and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the duly authorized officers of the Companies, and all the acts of said Attorneys) -in -Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions are now in full force and effect: VOTED: 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. VOTED: 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. VOTED: 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. This Power of Attorney and Certificate of Authority is signed and sealed by facsimile (mechanical or printed) under and by authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, which Resolution is now in full force and effect: VOTED: 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 upon the Company in the future with respect to any bond or undertaking to which it is attached. (05-04) Unlimited Page 1 of 2 IN WITNESS WHEREOF, TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY have caused this instrument to be signed by their Senior Vice President and their corporate seals to be hereto affixed this 12th day of October, 2004. STATE OF CONNECTICUT }SS. Hartford COUNTY OF HARTFORD -tY AyQ SG �GNSU���L HARWOPA �} a HARTFOFi�, 9�t n 1982 O CONN. TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY By. George W. Thompson Senior Vice President On this 12th day of October, 2004 before me personally came GEORGE W. THOMPSON to me known, who, being by me duly sworn, did depose and say: that he/she is Senior Vice President of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, the corporations described in and which executed the above instrument; that he/she knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; and that he/she executed the said instrument on behalf of the corporations by authority of his/her office under the Standing Resolutions thereof. My commission expires June 30, 2006 Notary Public is Marie C. Tetreault CERTIFICATE I, the undersigned, Senior Vice President of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, stock corporations of the State of Connecticut, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority remains in full force and has not been revoked; and furthermore, that the Standing Resolutions of the Boards of Directors, as set forth in the Certificate of Authority, are now in force. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 06 day of March 2007 _ .wW _,�NDSURfr�, rgJ,.OY ANpS.G �G►$U,��'L HARfFORp ' a HAMFORD, < 1982 o - OONN. CONN. 0 2 By Peter Schwartz Senior Vice President S-6657POA (10/04) Page 2 of 2 CITY OF SOUTH BUJ LI1NGIVOIN DEPARTMENT O F PLAI-P-TE�,TG & ZONIPM 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05408 (802) 846-4106 FAX (802) 846-4101 May 31, 2005 Robert T. Bouchard Pizzagaili Properties, LLC P.O. Box 2009 South Burlington, VT 05407-2009 Re: Reduction of Bond #400SW5495 Dear Mr. Bouchard: Per your request, you are herby authorized to reduce the amount of bond #400S1/V5495 from $340,000 to $34,000. Please have your bond company forward the new bond to this office. The new bond should be in effect for two (2) years. Sincerely �a mo d J. Belair Administrative Officer PC pizzagalli p r o p e r t 1 e s, i I c 50 Joy Drive, Post Office Box 2009 So. Burlington, Vermont 05407-2009 T 802.658.4100 F 802.651.1307 www.pizzagalli.com Mr. Raymond Belair Administrative Officer City of South Burlington 575 Dorset Street South Burlington, VT 05403 Dear Ray: May 27, 2005 I� I RE: Mountain V iew Office Park 62 Tilley Drive Request for Bond Reduction I am writing pursuant to a phone conversation we had last month regarding the our desire to eliminate the site bond for 62 Tilley Drive at the Mountain View Office Park. You mentioned that the City would rather not remove the entire site bond at this time, but would agree to reduce it down to 10% of its original value. To do so, Pizzagalli Properties should submit a request for the bond reduction in writing to the City of South Burlington and with this request submit three (3) copies of the site as-builts. Please let this letter serve as our request to the City of South Burlington to reduce the original bond for 62 Tilley Drive from ($340,000) down to 10% of its original value ($34,000). Ray, please do not hesitate to contact me with any questions or to notify us if this is acceptable with the City of South Burlington. iSincly:T. Bouchard Development Manager Enclosures STi�( BOND Bond No. 400SW5495 KNOV,. _ . .. __ _ _ TS THAT, PIZZAGALLI PROPERTIES, LLC of P. O. Box 2009, South Burlington, VT 05407-2009, hereinafter called Principal, and ST. PAUL FIRE AND MARINE INSURANCE COMPANY, hereinafter called Surety, a corporation organized under the laws of the State of Minnesota, with its home office located at 385 Washington Street, St. Paul, MN 55102, 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 Three -Hundred -Forty -Thousand Dollars ($340,000.00); 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 has contracted to develop two lots of 4.52 acres and 3.36 acres at 750 Hinesburg Road, South Burlington, Vermont, per Final Plat Application #SD-02-15 under Site Plan Review procedures of the South Burlington Development Review Board; and WHEREAS, Principal is required to install utilities and road construction consistent with Obligee's requirements. NOW, THEREFORE, the condition of this obligation is such that if Principal shall faithfully perform such work for the installation of utilities and road construction, in accordance with the aforementioned Plat Plan, then this obligation shall be void; otherwise to remain in full force and effect. SIGNED, sealed, and dated this 29th day of April, 2003. Witness: PIZZAG PROPER T S, LLC (Seal) Witness: LAO 6 a Cal( ST. PAUL FIRE AND RINE"ANCE COMPANY (Seal) By: Susan H. RooAttorney-in-Fact Maul Surety St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Seaboard Surety Company St. Paul Medical Liability Insurance Company Bond No.400SW5495 RIDER CONTAINING DISCLOSURE NOTICE OF TERRORISM COVERAGE This disclosure notice is required by the Terrorism Risk Insurance Act of 2002. No action is required on your part. This Disclosure Notice is incorporated in and a part of the attached bond. You should know that, effective November 26, 2002, any losses caused by certified acts of terrorism would be partially reimbursed by the United States under a formula established by the Terrorism Risk Insurance Act of 2002. Under this formula, the United States reimburses 90% of covered terrorism losses exceeding the statutorily established deductible paid by the insurance company providing the coverage. There is a cap on our liability to pay for such losses if the aggregate amount of insured losses under the Act exceeds $100,000,000,000 during the applicable period for all insured and all insurers combined. In that case, we will not be liable for the payment of any amount which exceeds that aggregate amount of $100,000,000,000. The portion of your premium that is attributable to coverage for acts of terrorism is 0.00. IMPORTANT NOTE: THE COST OF TERRORISM COVERAGE IS SUBJECT TO CHANGE ON ANY BOND THAT PREMIUM IS CHARGED ANNUALLY. SIGNED AND SEALED this 29thday of ApHi 2003 ST. PAUL ;FIRE NSURANCE COMPANY SURETY: 47)[SEAL] Signature: Attorney(' -Fact Susan H. Roop mg.T Pdu' POWER OF ATTORNEY Seaboard Surety Company United States Fidelity and Guaranty Company St. Paul Fire and Marine Insurance Company Fidelity and Guaranty Insurance Company St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Mercury Insurance Company Power of Attorney No. 22776 Certificate No. 1396033 KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, and 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, and that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, and 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 under the laws of the State of Wisconsin (herein collectively called the "Companies'), and that the Companies do hereby make, constitute and appoint R. C. Hulette, Susan H. Roop, L. F. Hackett, Edward L. Austin, III, L. S. Hackett and Deborah Balserus of the City of South Burlington , State Vermont , their true and lawful ArtomeY()� s --Fact, m each in their separate capacity if more than one is named above, to sign its name as surety to, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments 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 an actions or proceedings allowid b law. P g g g g 9 P Y P & Y, IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and sealed this 8th day of OM04 ,` 2001 Seaboard Surety Company United States Fidelity and Guaranty Company St. Paul Fire and Marine Insurance Company Fidelity and Guaranty Insurance Company St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Mercury Insurance Company NO* A �.ppRVO,R� jFA.y =,.�M1YORRlf��i^ �� � " .�� PICCfl�fAtraG 1927 i ;^ 78ss 1977 PETER W CARMAN, Vice President � � z �:SEAL1o" 3i,38ALass mO. � 1951 � _7 _X/ State of Maryland City of Baltimore THOMAS E. HUIBREGTSE, Assistant Secretary On this 8th day of October , 2001 , before me, the undersigned officer, personally appeared Peter W. Carman and Thomas E. Huibregtse, who acknowledged themselves to be the Vice President and Assistant Secretary, respectively, of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc.; and that the seals affixed to the foregoing instrument are the corporate seals of said Companies; and that they, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the names of the corporations by themselves as duly authorized officers. �GG?I �0 In Witness Whereof, I hereunto set my hand and official seal. �cY My Commission expires the 1 st day of July, 2006. HE CiT't REBECCA EASLEY-ONOKALA, Notary Public 86203 Rev. 7-2002 Printed in U.S.A. This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc. on September 2, 1998, which resolutions are now in full force and effect, reading as follows: RESOLVED, that in connection with the fidelity and surety insurance business of the Company, all bonds, undertakings, contracts and other instruments relating to said business may be signed, executed, and acknowledged by persons or entities appointed as Attorney(s)-in-Fact pursuant to a Power of Attorney issued in accordance with these resolutions. Said Power(s) of Attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman, or the President, or any Vice President, or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the foregoing officers and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Attorney(s)-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and subject to any limitations set forth therein, 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 upon the Company with respect to any bond or undertaking to which it is validly attached; and RESOLVED FURTHER, that Attorney(s)-in-Fact shall have the power and authority, and, in any case, subject to the terms and limitations of the Power of Attorney issued them, to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings, and other writings obligatory in the nature thereof, and any such instrument executed by such Attorney(s)-in-Fact shall be as binding upon the Company as if signed by an Executive Officer and sealed and attested to by the Secretary of the Company. I, Thomas E. Huibregtse, Assistant Secretary of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc. 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 hereunto set my hand this 29 th day of April 2003 siwrry a o�'%,"''�9 JP�,n44gg4 �oyTY,�,ya �ntwrw � / y'�pRVORq> f;'Cj £ e fPP RlF � � �MC0�1FU � PiDD�iATED C—. i� Thomas E. Huibrestse, Assistant Secretary r ` To verify the authenticity of this Power ofAttorney, call 1-800-421-3880 and ask for the Power ofAttorney clerk Please refer to the Power of Attorney number, the above -named individuals and the details of the bond to which the power is attached Bond No. 400SW5492 LANDSCAPING BOND KNOW ALL MEN BY THESE PRESENTS THAT, PIZZAGALLI PROPERTIES, LLC of P. O. Box 2009, South Burlington, VT 05407-2009, hereinafter called Principal, and ST. PAUL FIRE AND MARINE INSURANCE COMPANY, hereinafter called Surety, a corporation organized under the laws of the State of Minnesota, with its home office located at 385 Washington Street, St. Paul, MN 55102, 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 -Thousand Dollars ($30,000.00); 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 has contracted to construct a 30,000 square foot Office Building per Site Plan Application #SP-02-32 under Site Plan Review procedures of the Obligee's Planning Commission. NOW, THEREFORE, the condition of this obligation is such that if Principal shall faithfully perform such work for the landscaping, in accordance with the aforementioned Site Plan, then this obligation shall be void; otherwise to remain in full force and effect for a period of three years from April 10, 2003. SIGNED, sealed, and dated this 10th day of April, 2003. Witness: PIZZAGA PROPERTIES, LLC (Seal) By: Witness: ST. PAUL FIRE AND MARINE INSURANCE COMPANY (Seal) By: Susan H. Roop ttornoy-in-Fact Maul Surety St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Seaboard Surety Company St. Paul Medical Liability Insurance Company Bond No. 400SW5492 RIDER CONTAINING DISCLOSURE NOTICE OF TERRORISM COVERAGE This disclosure notice is required by the Terrorism Risk Insurance Act of 2002. No action is required on your part. This Disclosure Notice is incorporated in and a part of the attached bond. You should know that, effective November 26, 2002, any losses caused by certified acts of terrorism would be partially reimbursed by the United States under a formula established by the Terrorism Risk Insurance Act of 2002. Under this formula, the United States reimburses 90% of covered terrorism losses exceeding the statutorily established deductible paid by the insurance company providing the coverage. There is a cap on our liability to pay for such losses if the aggregate amount of insured losses under the Act exceeds $100,000,000,000 during the applicable period for all insured and all insurers combined. In that case, we will not be liable for the payment of any amount which exceeds that aggregate amount of $100,000,000,000. The portion of your premium that is attributable to coverage for acts of terrorism is 0.00. IMPORTANT NOTE: THE COST OF TERRORISM COVERAGE IS SUBJECT TO CHANGE ON ANY BOND THAT PREMIUM IS CHARGED ANNUALLY. SIGNED AND SEALED this 10thday of April , 2003 . f SURETY: sT. AUL F MARINE INSURACPMPANY Signature: Attome n-Fact SUSAN H. ROOP "I, meSlftl POWER OF ATTORNEY Power of Attorney No. Seaboard Surety Company St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company St. Paul Mercury Insurance Company 22776 United States Fidelity and Guaranty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Certificate No. 1396029 KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, and 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, and that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, and 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 under the laws of the State of Wisconsin (herein collectively called the "Companies'), and that the Companies do hereby make, constitute and appoint R. C. Hulette, Susan H. Roop, L. F. Hackett, Edward L. Austin, III, L. S. Hackett and Deborah Balserus of the City of South Burlington , State Vermont , their true and lawful Attomey(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety to, and to execute, seal and acknowledge any and 411.bonds, undertakings, contracts and other written instruments 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 allowe0 liy law. �i I IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and sealed this 8th day of 0Ct011eT1 2001 Seaboard Surety Company United States Fidelity and Guaranty Company St. Paul Fire and Marine Insurance Company Fidelity and Guaranty Insurance Company St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Mercury Insurance Company SUPfIy ' yF�ME CARMAN, Vice President PETER 0-4, W.� State of Maryland City of Baltimore THOMAS E. HUIBREGTSE, Assistant Secretary On this 8th day of October 2001 before me, the undersigned officer, personally appeared Peter W. Carman and Thomas E. Huibregtse, who acknowledged themselves to be the Vice President and Assistant Secretary, respectively, of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc.; and that the seals affixed to the foregoing instrument are the corporate seals of said Companies; and that they, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the names of the corporations by themselves as duly authorized officers. , A—, orb IW In Witness Witness Whereof, I hereunto set my hand and official seal. ,,q y UeUC My Commission expires the 1 st day of July, 2006. cal REBECCA EASLEY-ONOKALA, Notary Public �9E � 86203 Rev. 7-2002 Printed in U.S.A. This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc. on September 2, 1998, which resolutions are now in full force and effect, reading as follows: RESOLVED, that in connection with the fidelity and surety insurance business of the Company, all bonds, undertakings, contracts and other instruments relating to said business may be signed, executed, and acknowledged by persons or entities appointed as Attomey(s)-in-Fact pursuant to a Power of Attorney issued in accordance with these resolutions. Said Power(s) of Attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman, or the President, or any Vice President, or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the foregoing officers and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Attomey(s)-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and subject to any limitations set forth therein, 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 upon the Company with respect to any bond or undertaking to which it is validly attached; and RESOLVED FURTHER, that Attomey(s)-in-Fact shall have the power and authority, and, in any case, subject to the terms and limitations of the Power of Attorney issued them, to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings, and other writings obligatory in the nature thereof, and any such instrument executed by such Attomey(s)-in-Fact shall be as binding upon the Company as if signed by an Executive Officer and sealed and attested to by the Secretary of the Company. I, Thomas E. Huibregtse, Assistant Secretary of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc. 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 hereunto set my hand this 10th day of April 2003 9L7 �* � yRVORgIA W:'��9g1� � Y�i s to G !� _ A f; tiwc 89 � < Y 7977 � NCOftPORArED 1.d1,•.4/, C m m SEAL o 6�SSlLL:';° �n �9J� Thomas E. Huibregtse, Assistant Secretary To verify Ithe authenticih, of this Power ofAtto►ney, call 1-800421-3880 and askfor the Power of Attorney clerk. Please refer to the Power of Attorney number, the above -named individuals and the details of the bond to which the power is attached. Bond No. 400SW5494 LANDSCAPING BOND KNOW ALL MEN BY THESE PRESENTS THAT, PIZZAGALLI PROPERTIES, LLC of P. O. Box 2009, South Burlington, VT 05407-2009, hereinafter called Principal, and ST. PAUL FIRE AND MARINE INSURANCE COMPANY, hereinafter called Surety, a corporation organized under the laws of the State of Minnesota, with its home office located at 385 Washington Street, St. Paul, MN 55102, 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 Fourteen -Thousand -One -Hundred -Sixty Dollars ($14,160.00); 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 has contracted to develop two lots of 4.52 acres and 3.36 acres at 750 Hinesburg Road, South Burlington, Vermont, per Final Plat Application #SD-02-15 under Site Plan Review procedures of the South Burlington Development Review Board; and WHEREAS, street trees are required for landscaping said lots. NOW, THEREFORE, the condition of this obligation is such that if Principal shall faithfully perform such work for the landscaping, in accordance with the aforementioned Plat Plan, then this obligation shall be void; otherwise to remain in full force and effect for a period of three years from April 29, 2003. SIGNED, sealed, and dated this 29th day of April, 2003. Witness: PIZZAG PROPERTIES, LLC --� (Seal) BY: Witness: ST. PAUL FIRE AND ARINE I S/UR NCE COMPANY t� (Seal) B III [ Y Susan H. Roop, orney-in-Fact StPaul Surety St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Seaboard Surety Company St. Paul Medical Liability Insurance Company Bond No.400SW5494 RIDER CONTAINING DISCLOSURE NOTICE OF TERRORISM COVERAGE This disclosure notice is required by the Terrorism Risk Insurance Act of 2002. No action is required on your part. This Disclosure Notice is incorporated in and a part of the attached bond. You should know that, effective November 26, 2002, any losses caused by certified acts of terrorism would be partially reimbursed by the United States under a formula established by the Terrorism Risk Insurance Act of 2002. Under this formula, the United States reimburses 90% of covered terrorism losses exceeding the statutorily established deductible paid by the insurance company providing the coverage. There is a cap on our liability to pay for such losses if the aggregate amount of insured losses under the Act exceeds $100,000,000,000 during the applicable period for all insured and all insurers combined. In that case, we will not be liable for the payment of any amount which exceeds that aggregate amount of $100,000,000,000. The portion of your premium that is attributable to coverage for acts of terrorism is 0.00. IMPORTANT NOTE: THE COST OF TERRORISM COVERAGE IS SUBJECT TO CHANGE ON ANY BOND THAT PREMIUM IS CHARGED ANNUALLY. SIGNED AND SEALED this 29thday of April , 2003 ST. PAUL FIRE SURETY: Signature: Susan H. Roop COMPANY [SEAL] 7heST PauI POWER OF ATTORNEY Seaboard Surety Company St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company St. Paul Mercury Insurance Company United States Fidelity and Guaranty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Power of Attorney No. 22776 Certificate No. 1396032 KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, and 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, and that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, and 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 under the laws of the State of Wisconsin (herein collectively called the "Companies'), and that the Companies do hereby make, constitute and appoint R. C. Hulette, Susan H. Roop, L. F. Hackett, Edward L. Austin, III, L. S. Hackett and Deborah Balserus of the City of South Burlington , State Vermont , their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety to, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments 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 b� iaw. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and sealed this 8th day of October 12001 Seaboard Surety Company United States Fidelity and Guaranty Company St. Paul Fire and Marine Insurance Company Fidelity and Guaranty Insurance Company St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Mercury Insurance Company FE u4u 7 � OR>ON�>•. wpYORAll :.ln 4,—�t ry ` Z W 19Q] m{f t A [; _ jaa° $e c�rowttr° PETER W. CARMAN, Vice President �' SEAL%o o�SBELit° N 898 � 1977 � 1951 t State of Maryland City of Baltimore THOMAS E. HUIBREGTSE, Assistant Secretary On this 8th day of October 2001 before me, the undersigned officer, personally appeared Peter W. Carman and Thomas E. Huibregtse, who acknowledged themselves to be the Vice President and Assistant Secretary, respectively, of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc.; and that the seals affixed to the foregoing instrument are the corporate seals of said Companies; and that they, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the names of the corporations by themselves as duly authorized officers. 70 In Witness Whereof, I hereunto set my hand and official seal. VBAN), U uC My Commission expires the 1st day of July, 2006. C1V REBECCA EASLEY-ONOKALA, Notary Public AE 86203 Rev. 7-2002 Printed in U.S.A. tl This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc. on September 2, 1998, which resolutions are now in full force and effect, reading as follows: RESOLVED, that in connection with the fidelity and surety insurance business of the Company, all bonds, undertakings, contracts and other instruments relating to said business may be signed, executed, and acknowledged by persons or entities appointed as Attorney(s)-in-Fact pursuant to a Power of Attorney issued in accordance with these resolutions. Said Power(s) of Attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman, or the President, or any Vice President, or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the foregoing officers and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Attomey(s)-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and subject to any limitations set forth therein, 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 upon the Company with respect to any bond or undertaking to which it is validly attached; and RESOLVED FURTHER, that Attorney(s)-in-Fact shall have the power and authority, and, in any case, subject to the terms and limitations of the Power of Attorney issued them, to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings, and other writings obligatory in the nature thereof, and any such instrument executed by such Attomey(s)-in-Fact shall be as binding upon the Company as if signed by an Executive Officer and sealed and attested to by the Secretary of the Company. 1, Thomas E. Huibregtse, Assistant Secretary of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc. 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 hereunto set my hand this 29 th day of April 2003 suitTi 4\ f PM \N8 P� 1M8Ug9 �Y� � /^ ' �92% j �q•p��, r;cPP — f;�� 'Q.``� iy�.� gO MCOfiPORAiED / �W zr Y tSBE.L� N m,4wcE is:%w 'nYi AHt^' "''fi3 A�` Thomas E. Huibregtse, Assistant Secretary To verify the authenticity of this Power of Attorney, call 1-800-421-3880 and ask for the Power of Attorney clerk. Please refer to the Power of Attorney number, the above -named individuals and the details of the bond to which the power is attached \ J THE CONTRACTOR SHALL NOTIF�UXUIIIMEMSE!�A� WARNING: 66 \ 1-888-344-7233 PRIOR TO AFATALLY TOXIC GASSES MAY BE PRESENT PRO IFGT INFORMATION -LOT A S O, R RCBiM�35aee R1(-379.97 RIM Se3.N AT LOCATIONS WHICH MAY BE IN IN UNDERGROUND PIPING SYSTEMS AND ED 1r INV. IN-371.62 Ir INV. IN-373.41 6' INV. IN-315.66 \ \ I VICINITY OF UNOER(NLWND WASTE SYSTEM STRUCTURES. d6E8_(9Ei 111T� �o ta' NV OUT-377.71 IS' NV. OUT-373.37 r INV. OUT-375SI LOT SIZE 196,739 QTAL LON . BUILDING COVERAGE I{A14 7.5 OB02 CCBeSW7 SMR1/2 PARKING k DRIVE COVERAGE 50.065 25.4 R-354.3a ql1(-380.30 RN-379.91 \ SIDEWALK COVERAGE 814 0.3 IC INV. 1N-379.10 1r NV. IN-373.0E e• NV. N-371.41 IMPORTANT NOTE: ------------------- ----- ---- --- IV INV. OUT-379.01 1r NV. MY 37373 r INV. OUT-371.31 \ \\ FpiCEMAIN LOCATION HAS BEEN REVISED WE TO THE PRESENCE OF LEDGE THE CONTRACTOR EB%iRN NC TOTAL COVERAGE as.42a 333 70.0 CB �� SMH/3 WILL SE REQUIRED TO PROVIDE HORIZONTAL AND VERTICAL AS -BUILT INFORMATION FOR WE qW .. RIM-]78.81 RN-3e3.53 REVISED FORCEMNN AND FOR ANY DEVIATIONS FROM THESE PUNS. te' INV. OTT-]79.39 1r INV, OJT-374.28 W. a' NV N-35SO ACK SIZE 12,ON 100.0 1r INV. IN-379.]e 1r INV. IN-371.27 ((CB/11) S' INV. WT-355.59 \ \ FRONT YARD COVERAGE 0 0 30.0 1r INV. IN-374.N (C8E9) 6' MX..35564 GINA ONFR T YARD SETBACK SZE 23,W7 100.0 \ RIM-J68.16 22- \� \ \ /�^ CPO ; NOTES: 06 FRONT YARD COVERAGE 5,055 21.4 30.0 19' INV. OUT379.761 M -NV. OU IQ' INV. IN-379.78 Ir INV. OUT74.384 18' INV. IN-J74.36 1. TOPOGRAPHY AND BUILDING LOCATIONS ARE BASED ON A TOPOGRAPHIC SUPVEY PERFORMED ON 01 /21 /96 AND OCTOBER 9M1. ZONING p51RXT: MINED NOUSTRML @COMMERCIAL PARKING ST1151N5 RIM 386.13 Car 2. ELEVATIONS ARE BASED ON U.S.O.S. DATUM TAKEN FROM A BENCHMARK AT WE NORTHWEST CORNER OF THE NEW 040LAW � lr INV. OUT-379.83 RIM-Sa0.16 TO / / / / EXISTING 24' TELEPHONE PROPERTY LOCATED ACROSS INTERSTATE 89 FROM THE TILLEY PROPERTY, BENCHMARK ELEVATION WAS OBTAINED 'RON 1r INV. OUT-374.71 KENHEDY \\ / +' .I. WATERLINE, FRED KOERNER, P.E, BURLINGTON. VERMONT. REQUIRED: 120 SPACES (15,000 IF X 2 STORIES X 1 SPACE PER 250 IF OFA) ORIVE DEPTH UNKNOWIN PROVIDED: 141 SPACES Cap 4 , 3 LOCATION OF THE EXISTING 24' WATERLINE WAS OBTAINED FROM RECORD DRAWINGS AT THE CHAMPWN WATER DISTRICT OFFICE. NEW C END EXISTING MM- NM-NV. OU / SHED "G 4 THE CONTRACTOR SHALL COq ..- ALL WORK INSIDE ME ROUTE 11a RIGHT-C4'-WAY NTH ME KRMONT AGENCY OF BaR" MN 'WEGA-LUC RETAOU IC INV, OTT-J74.53 1( i EW 3' TRANSPgRTATON DISiPoCT OFICE. @ TRRUST BLOC( 45' BEND S. WE CONTRACTOR SALL MINIMIZE DISTURBANCE TO THE EXISTING PAVEMENT . ALL PAVEMENT AND GRAVEL SUBBASE NEW S' NEW 3' SDR 11 HOPE / / / REPLACOAENT SHALL MATCH TIE THICKNESS OF ME EXISTING PAVEMENT AND GRAVEL SUBBASE. OAT. VALVE R 2) NEW r HYDRANT FORUM NN NSTAl1ID IN t'^^ ( NEW ASSEMBLY AS' BENDS a' SLEEK USING \ I EXISTING S. A MINIMUM AT F �yftY TRAFFIC ALONG RWTE 116 AND A MINIMUM OF ONE-WAY TRAFFIC ALONG OLD FARM ROAD SHALL BE DIRECTIONAL BORE .. 1 � \\ \ JI I HOUSE NEW r CL 160 PVC 7. NL WORK SMALL BE PERFORMED N ACCORDANCE SYSTEMS WTN WE Y THE *SPECIFICATIONS MO DRAWS FOR 111E 9CITY OF ON OF BURLINGTON. 'WIV O 1 1.NEW 3' I \ / ,9 LINES AND APPURTENANCES FOR AL WRIER SYS1FA15 OWNED BY THE p1AMPLAIN WATER dS1RICT, THE CITY OF $W1H BUN1NG10N, FORA" n �^ T W SMHN I \BAND COLCHE TER FIRE DISTRICT /I. AND THE VILLAGE O JERIC110', n 1 NEW rX 271' SINR35 PVC NEW e'X C R 5-O.Os76 R./}'r. aJ� I I s-o.o1e9 R./FT. /-El�NO CYP CULVERT B. THE CONTRACTOR SHALL COORDINATE MITI TIE SOUTH BURLINGTON FINE DEPARTMENT ON THE FINAL LOCATOR AND NSTNl,ATON 1 1^"` I g \ R]S PVC O N1 NEW HYDRANTS. NEW GA a•.TEE VE NEW 15•X 2T B' GATE TE VANE �, / EXISTING AIR RELEASE MANHOLE s.a.00la R./FT. EIOSTIN WATER SERVICE / I GpP REMAIN EW J' BOND { NEW BIT. CONC S' EW MET TM @GATE VALK RUSSELL TILLEY NEW GATE VALVE WI%E PATH I 1 R ';s' I' 1 NEW AUXILIARY DISCHARGE MARHgE,SEE DETAIL w 22-1/T SEMND NSF HroAu+i I �' 1 II " I 114 -355.SE k THRUST BLOCK M-]65.70 EXISTING POLE \ EXIST, ASSEMBLY I I an I N REMA 1 NEW J' CL fa0 PVC FCRCEMAN SHED / I e'. 12' SOR331 PVC 1 CONC. G.T. GOP 57 „ \ (AS -BUILT LOCATION) NEW e'x 171' SDR3° PVC r . % fi 4 ^( : :l •.` 1 - II 3TM FM FUTURE IUSE / 1 \I NEW PUMP STATION t \ \ \ 365.59 NEW 3' CL 160 PVC FORCEMNN NEW ]' G. 160 P 5-0.0240 R./FT n0 1 TO VIDE 1 / \ 10MAUX INV. N-355.27 \ EXISTING 36'' \ \ ! 1 \ I 1 r INV. N-35aD5 STEEL PEEVE •' J \ (DESIGN LOCATION) fONCEMAIN, O4P I G,L TE GtA DNvE �1 y \ NETERLINE mARSFORMAR sANa WATERI RACIS"EE?EGTNLF.M. NV WT-J539a "EW a GATe VALVi / .. Cg \\ 1 1 / i/ 1\ 11 \I 11 \I 11 \ slue°Foe'vn$ORmEusE aTHRUST GAR \ \ I EXlsnxc POND NEW 1e•X n HOPE ... // \ i \ I I 1 11 I 1 ��-T \\ \ I s-o oon R/FT t5 :7: ...:: ! 1a•d 17• nobE I I 1 1 1 I I I u' SEE gpH50 90 �T EXISTING TREE NEW STUNINO15 p �a-j'9 � \ \ / I s-aooe W./FT. \ 1 1 I ! I 1 I SETBACK CONCRETE IroADwAr. 14 / - y'�1 I cel9 I FUTINE AOCEss d6VE \ I I l I\ NEW FO CIDANN SEE ROADWAY ORNLS n /SNOW N DING i ✓; rFOR LOT 9 \ \ \ 1 I I I \ ➢Q I NR RELEASE @ NEW CON, '.1':: / sraeAOE�CUpB '••I \ \ \ I I I / I 1 1 t \ / CLEAN-ar A OLE. Q 11 ( I I I SEE DrrAEs \\\ 1 '!4* /ANEW NTORART NEW BIT. � � I .®• :.: I .:. ��: � _r. \ \ \ 1 ( � ( I 1 / A55EMBLr BNE PATH .. ::: . 1. N 6 1f'S " NEw e'. s' 1 1 l 1 I I 1 I \\ 1\ \ \ I ( RJS PVC-- I NEE( 1p 7S NAPE \ EW CONCRETE \ I 1: o.oEa R./% / s.°iD.oe R. / I gFps+.Daa� Et fFT oq p \ pxRe 1 1 11 1E°VALVE .: W TER ° FWD: I N� 1C IMNOU� _eaNCRETEII 1 1 l 1 \LO 1'�I,ZEET WJM \ 13.36 Ac. \ \ \ \ \CAM NEW r I 4 11 .. .. 1 \ \ I 1 \ \ 1 I 1 \ \ \\ \ FAMILY / \ 1 I a P 6 \ I n.ea \ HDfE I \ \ \ \ \ 6MITED PARTNERSHIP NEW m•X 121• I \ 1 1 \ \ R8BIMM : • /cps xEw 1e'.J2, HoGE \ \-0.0026 R./FE 1 1 1 1 I \ \ ` , RELOCAIKE :. / sioyo9 .Jt* \/ ` ritW GDNp. / 1 /I I 1 1 1 \ \ \\ \ \\ \ TILLEY y LE / NEW ci: E� Y oW N F IP IgIN PPE (zr /s• BENDS / sTORACE-�.c- \ 1 1 \ \ \ \ '\1 RUSTE%ISTING iRE/E_ / A ° ' ',Revel [O'.: x `wGaNC, . PR0. 1_D 6ULDNG 1 \ / STO ACEF. 1 KfUN4 )y ITS.000 sF \ I I I 1 \ \ "CONCRETE CURB '6 (2) NEW J' / '(. \ I� .�'. 2 TF 10 WATT "RAC HNJ IT I 1 �w' y] tl BENDS ` \\\�11 \ NEW'elI / T10'VNOUNTNO HEK91 1 I IW (TWNm) I. D �.� 1 ,� \ , (WB'cB� • eIKEMEJ � 9d f \ � � / ( / / I \ \ \ \ \ \ 8 \`\\ \ \ 1 .� r✓ .'. :.. \ � �_\RACK \\ :'., �'� \ I / / I / \\ \\ \ \ \ ns wA"EWiT LIa?r FIH� 1\ \\ \ �\� i I 1 NEW cant. s' SIDE It MWNTNGH ON \ SNOW \ T -�- I \WR°R✓DUS111U AND Ay_. ( CAL) \\ \ \ II STORAOF� \ I _ _NEw NTUMIN S CONCRETE NEW CHILLER P sSNTRORW(\\ R DR�Nxs� \ e \ - % e NV.-373.09 �I\ K15ERVATwN oPEN�ACE \ \ \I \\ 1\ j \ - NnaxG AR - 4 L \ • . sreaG WPSCRE NEocAnaN\ \ \ NEW 18 X 9r WOPE o \ \II 1 1 \ \ S D.df189 FT./TT. 1 \\ NEW\JYPE I //�vv 111111 // 1 I V.377.8 NEW GRASS STWONE PE I \ \ I 1 \ LUN[D DITCH / 1eN¢-376.7 NEW SIGN USED DITCH 1 NEW RETENTION BASIN \ \ \ M A s If \ \ \ \ 1 \ 1 BOTTOM EIEV-Ja7.2 e' tA51N DR \ 1 TOP ICONc.-37 1 / \ \ 5o WIDE \ \ NORMAL WATER ELEV-\y72.81 \ NV WT-J86{6 1 / IYAX WRIER ELE`h371.41 I S IIVC WV. UNIT \\ \ NNAGE EASEMENT \ $ / /// I \ I / UNIT OF CLASS IF // I / LOT A (STREETI #62) [`�\ TEEr IN 1 `\ A I\ \ WETLANDSi // 4.52 ACRES � \ `\ �LJ / 7 UNDO GRASS I 3T"EW011 PAD 40 0 40 2)� � � � �V A � A l � Les' / 1 / / � LeI-SBe.�90 s' � d ' d� w STONE ' UNIT OF CLASS Ip m Scale 1" = 40 ' NOTE: m DITCH WETLANDS - CLASS X WETLAND USA RECORD DRAWING INFORMATION N00 ON T/NB PLAN WAS OBTAINED FROM DATE ADDED CBTL R ONP PADS, CABLE BY iBM -TOP O' wNGETE MONUMENT MUNSCH EARTH -MOVING CORP' PREYMm ON THE FOLLOWING PLAN S HEM NaRTM STATE OF VERMONT - INTERSTATE 89 _SOUTH ... RETENTION BASIN W/3OA4 BORW, A,ZMEROEACr 6RRRAMR !PR es' NEST K MINESBURG ROAD OVERPASS. PROJECT AS -BUILT TES / DETAIL, SHEET MEMO-1, LAST REVISED 08/•14/04. OVERFLOW SPILLWAY NORTH EDGE aF R.O.W. NTERSTA/E 89 PROJECT AS -BUILT PLLANIL SWEET 1. LAST RE`ABFD 06A4/06 DALE REM BY ELEv. - 390.{5 (u.s.o:s. DATUM) PROJECT AS -PAT PUNS, SWEET 2 DATED AM. 27, 3004 06/E8/04 ADDED RECORD DRAWIAfI INPDRWATION JPK PROJECT AS -BAT PLAN°, SWEET 3. UST RENBFD 0a/l4/04. DALE REYBNY( BY PROJECT AS -BUILT PLANS. SHEET 4. DATm 04/21JTA 02,18,04 ADDRD SNOW S1'ORAGD AREAS JPK DAIS Swe P•+<4o r REVIBY DATE 90N BY CLIENT PROJECT TITLE DRAB1NG TILE SBm'J 10 - Its SION REV73dD lWRCSN iG1CArf0N REN AGETIVE JPX 04123103 REVJSAD AORGRYAIN LOCATION P R VTRANS JPK A(RJf DATE REWS M REVISED PORCBMAIN LOL'ArION BY DATE RE'A90N R &.D PRONECT SVATS r0 8-1 BY 07-260 Ronald li. Hamlin G°/Es,va AV OLD- II RDAD ✓PR 081,121,02 SXPARAra PROM, TARO SaJBACX mms' JPK PIZZACALLI PROPERTIES, LLC MOUNTAIN VIEW BUSINESS PARK JPK Cons?d1eing Fit DATE REV19(6,73so BWLOAO, ENTRANCR WArJs, @ BY DATE REVISION ADDED NOTE /8 A• BY P.O. BOX 2009 HINESBURG ROAD - SITE PLAN D`0N° 01/441bi PROJECT SVATMV- ✓Px OT 23 2 ADDED NORTH STUB TO SYH 3 JPK JPK Engineers, Inc. DATE REVISION REVSER➢ RtN XLEVATjOm BY DATE USNREVISED DRAWING M FROM 2 TO BY SO. BURLINGTON, VERMONT 05403-2009 SOUTH BURLINGTON, VERMONT Cheer Df0WA19 04/s0ps 7CR CBEI,Es,B,@ 7 JPR 08 8 2 X ADDED LOT A DEVELOPMENT ✓PK RA'H DATE RE1A9Dii REPINED NYINLIAT fACATlONS k BY DATE REN9R( 4D•ED TI� 6 n E . TEM ;E..RE. BY RECORD D RAW I N G /JTE �J!i SY7W°' 04/EB/D9 REVJSX➢ PO%'d"MNAIN N"LOCLo ON omPIR VTRANS JPR 04 $ 2 JPK A•SSet ✓tA3CHOFA {'IfYNOAl 03 08 2 I I I I I I I Ii I I \\\I\I11 \\\ 1 \ \ \ TO INESBUR \ j \ \ RUSSELL TILLEY N/F xls HED EXISTING BARN EXISTING POND F EXISTING BARN I 4r` - '\ 6 EA ED 6-EA OFFICE BUILDING / / I / I 2-PGa 1-PGb / I 1 NCR1H STATE OF VERMONT — INTERSTATE 89 SCUM MOUNTAIN VIEW BUSINESS PARK OFFICE BUILDING AND PLAT PLAN STREET TREES KEY BOTANICAL NAME COMMON NAME CITY SIZE REMARKS TREES AR Acer wbrum'Armstrong' Armstrong Red Maple 12 2 1/2-3" Cal. B&B, 6' Branching Ht. (Min.) AF Acer rubrum x treemanii'Autumn Blaze' Autumn Blaze Maple 12 2 1/2-3" Cal. B&B, B Branching Ht. (Min.) GO Gymnodadus dioicus Kentucky Coffeetree 13 2 1/23" CBI. B&B, 6' Branching Ht. (Min.) PC Pyrus calleryana'Chanlicleee Callery Pear 10 2 1/23" Cal. B&B, & Branching Ht. (Min.) PG. PIC" glauce White Spruce 10 6-T B&B, Full PGb Plow glance White Spruce 5 8-19 B&B, Full OR Ouerms rubra Red Oak 8 2 1/2-3" Cal. B&B. 6 Branch', Ht. (Min.) TO Thule occidentalis'Nigra' Eastern Arborvitae 49 4-5 B&B, Full 4 SHRUBS EA Euonymus status'Compactus' Compact Burning Bush 112 24-30" B&B, Plant 30" o.c. I I 1 s4 I 1 \ I 1 \ \ \ I I I 1 I I 1 I \ \ I I I 1 I a,am \ 1 I \I \\ 11 1\ 1\ \\ \\ \ \ \ \ TILLEY FAMILY \ \ \ \ LIMITED PARTNERSHIP N/F ET*1 8 \\\ \\\ \\\\ / a' SIDE 1 MACks' I MI B smi INOMN�iUAND �vAn�i \ 2-PGA 1-PGO 1 \ EASEW NT \ \ mot----/ / •!� `,1 l 1 lea_/ .- �1— l 2 Wlrc oFn 01A8a { YF1tAN0 GRAPHIC SCALE 40 0 20 40 80 160 scale: r'�o' MOUNTAIN VIEW BUSINESS PARK OFFICE BUILDING South Burlington, Vermont Z/ SE GROUP planning & design 156 College Street Burlington, Vermont 05401 phone: (802)862.OM fax: (802) 865-2440 .segrpcom PIZZAGALLI PROPERTIES DEVELOPER 50 Icy Drive South Bmlingmn, VT 05402 802-658-4100 HAMLIN DONALD L. ISULTING ENGINEER 136 Pearl Street Essex Jet, VT 05452 820-878-3956 9* Scale: I"=40' Date: 02/25/02 D—By: MKW Checked By: MKW —ki— A�ru��om�i. .m.vd .lids.pd�,mx.� I. mm m{w 3 Ch.nee milip imemwd m+pk, cn.v{e wam.rorwlmy per,. 1.30.m mlw z cn.pae r.ma iRe q.�av®. .Is.m mkw I cw.{c eux �Req - pV pkmiv{ qm vwnd GIiW1vx lo.m mtw Rm. Dvk B Title PLANTING PLAN Shed Number: L1.0 ProI-Numlrer: File: Vermont Agency of Natural Resources Department of Environmental Conservation Water Quality Division PUBLIC NOTICE OF APPLICATION RECEIVED FOR PIZZAGALLI PROPERTIES LOT B OFFICE BUILDING PROJECT The Water Quality Division of the Vermont Department of Environmental Conservation (the Department) has received an application for a permit to discharge stormwater runoff from construction site related to the construction of an office building on Lot B at 116 Hinesburg Road in South Burlington. The applicant is the Pizzagalli Properties, P.O. Box 2009, South Burlington, VT 05407-2009. The application was originally received on October 4, 2004. The project would discharge sediment and other construction -related pollutants to Potash Brook, and associated wetlands. The Department's tentative determination is to issue an individual discharge permit with conditions to control, prevent, and mitigate impacts on water quality. Written comments will be accepted at the address below until the close of the public comment period on Thursday March 10, 2005. All comments must be received by. the Department no later than 4:30 p.m. on that date. A public hearing will be held if there is significant public interest. Interested persons should contact the Water Quality Division at (802) 241-3770 to either request a hearing or to be contacted in the event one is to be held. For information on the application, access to related documents, including the permit fact sheet and the draft permit, or a copy of the Water Quality Standards, interested persons should contact: Vermont Agency of Natural Resources Department of Environmental Conservation Water Quality Division 103 South Main Street, 10 North Waterbury, VT 05671-0408 Telephone: 802-241-3 770 A copy of the draft discharge permit is available. Most documents will be posted on Public Notices section of the Water Quality Division website within one day of issuance of this notice: http://www.anr. state.vt.us/dec/waterq/cfm/notices/Sectionlist. cfm Jeffrey Wennberg, Commissioner Department of Environmental Conservation By: ��ll�dc. AMC Wallace McLean, Director Water Quality Division February 8, 2005 The Vermont Department of Environmental Conservation is an equal opportunity agency and offers all persons the benefits of participating in each of its programs and competing in all areas of employment regardless of race, color, religion, sex, national origin, age, disability, or other nonmerit factors. State of Vermont 5 7 Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation State Geologist RELAY SERVICE FOR THE HEARING IMPAIRED 1-800-253-0191 TDD>Voice 1-800-253-0195 Voice>TDD July 19, 2005 Pizzagalli Investment Company 50 Joy Drive South Burlington VT 05403 AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Regional Office 111 West Street Essex Junction, VT 05452-4695 Telephone: (802) 879-5656 Subject WV6'-4-1698 Mountain View Business Park Lots A & B 7.88 acre remove DE-4-0931 for proposed construction of 2 story office bldg. 100 employees mun w/s 1350 gpd located on 62 Tilley Drive/750 Hinesburg in South Burlington, Vermont. Dear Ladies & Gentlemen: Our office has received an inspection letter from Jeffrey Kershner, P.E. of Hamlin Consulting Engineers, Inc. dated July 12, 2004 for Lot # A of the above referenced project. Several revisions were made during construction and we are requesting that the permit be amended to approve the as -built construction. Please submit an application form, fee and two sets of engineering as -built plans. Sincerely, Vessanne Wyman Assistant Regional Engineer cc: South Burlington Planning Commission Donald Hamlin Consulting Eng. Regional Offices - Barre/Essex Jct./Pittsford/Rutland/Springfield/St. Johnsbury c.n State of Vermont J Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation State Geologist RELAY SERVICE FOR THE HEARING IMPAIRED 1-800-253-0191 TDD>Voice 1-800-253-0195 Voice>TDD Ms. Donna Kinville, Clerk City of South Burlington 575 Dorset Street S. Burlington, VT 05403 Re: Draft Individual Construction Permit #3622-INDC Dear Ms. Kinville: AGENCY OF NATURAL RESOURCES Department of Environmental Conservation WATER QUALITY DIVISION 103 South Main Street Building 10 North Waterbury, VT 05671-0408 FAX 802-241-3287 TEL 802-241-3770 February 8, 2005 Enclosed are two copies of the Public Notice for the comment period for the Individual Discharge Permit for Stormwater Runoff from Construction Sites proposed for issuance to Pizzagalli Properties. The Permit will authorize the discharge of stormwater runoff from construction sites related to the construction of an office building on Lot B to Potash Brook and associated wetlands. We respectfully request that a copy of the Public Notice be posted in the Town Office. The other copy is for your local officials. We are also sending a copy of the notice to other local officials and interested persons who have asked to be included on our mailing list. We will be glad to send you additional copies if you desire or add names of interested parties to our mailing list. Sincerely, Patricia D'Avignon Administrative Assistant Enclosures: (3) cc: Board of Selectman (w/enclosure) Regional Offices - Barre/Essex Jct./Pittsford/Rutland/Springfield/St. Johnsbury Vermont Agency of Natural Resources Department of Environmental Conservation Water Quality Division PUBLIC NOTICE OF APPLICATION RECEIVED FOR PIZZAGALLI PROPERTIES LOT B OFFICE BUILDING PROJECT The Water Quality Division of the Vermont Department of Environmental Conservation (the Department) has received an application for a permit to discharge stormwater runoff from construction site related to the construction of an office building on Lot B at 116 Hinesburg Road in South Burlington. The applicant is the Pizzagalli Properties, P.O. Box 2009, South Burlington, VT 05407-2009. The application was originally received on October 4, 2004. The project would discharge sediment and other construction -related pollutants to Potash Brook, and associated wetlands. The Department's tentative determination is to issue an individual discharge permit with conditions to control, prevent, and mitigate impacts on water quality. Written comments will be accepted at the address below until the close of the public comment period on Thursday March 10, 2005. All comments must be received by the Department no later than 4:30 p.m. on that date. A public hearing will be held if there is significant public interest. Interested persons should contact the Water Quality Division at (802) 241-3770 to either request a hearing or to be contacted in the event one is to be held. For information on the application, access to related documents, including the permit fact sheet and the draft permit, or a copy of the Water Quality Standards, interested persons should contact: Vermont Agency of Natural Resources Department of Environmental Conservation Water Quality Division 103 South Main Street, 10 North Waterbury, VT 05671-0408 Telephone: 802-241-3770 A copy of the draft discharge permit is available. Most documents will be posted on Public Notices section of the Water Quality Division website within one day of issuance of this notice: http://www.anr.state.vt.us/dec/waters/cf n/notices/Sectionlist cfm Jeffrey Wennberg, Commissioner Department of Environmental Conservation By: WJll�ac.� Wallace McLean, Director Water Quality Division February 8, 2005 The Vermont Department of Environmental Conservation is an equal opportunity agency and offers all persons the benefits of participating in each of its programs and competing in all areas of employment regardless of race, color, religion, sex, national origin,. age, disability, or other nonmerit factors. 1 R CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 December 28, 2004 Robert Bouchard Pizzagalli Properties, LLC P.O. Box 2009 South Burlington, VT 05403 Re: Application #SP-04-53, Site Modifications, 62 Tilley Drive Dear Mr. Bouchard Enclosed is a copy of the Findings of Fact and Decision regarding the above referenced project approved on December 28, 2004. Please note the conditions of approval including the requirement that a zoning permit be obtained within six (6) months. If you have any questions, please feel free to contact me. Sincerely, r 'Raymond J. Belair Administrative Officer Encl. Permit Number SP- o� - �J CITY OF SOUTH BURLINGTON 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. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Pizzagalli Properties, LLC successor by merger to Pizzagalli Investment Company 50 Joy Drive South Burlington, VT 05403 Tel# 658-4100 Fax# 651-1307 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 215 Pages 111-113 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) CONTACT PERSON (Name, mailing address, phone and fax #) Robert Bouchard Development Mgr 50 Joy Drive South Burlington, VT 05403 Tel# 658-4100 Fax# 651-1307 5) PROJECT STREET ADDRESS: 62 Tilley Drive 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 0860-00750 . L 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) Comm Prr i a 1 Imp i Cal Off ice Pizzagalli proposes to amend site plan to include emergency generator, chiller and GMP electrical transformers. b) Proposed Uses on property (include description and size of each new use and existing uses to main) Existing commercial/medical office building. c) Total building square footage on property (proposed buildings and existing buildings to remain) 29,900 gross square feet 28,000 rentable square feet. d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) 28' Two (2) floors 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): Estimated number of employees: 100. Company vehicles unknown. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Requesting to amend existing site plan to include emergency generator, chiller and GMP transformers. 8) LOT COVERAGE a) Building: Existing % Proposed % All other conditions found in original application remain b) Overall (building, parking, outside storage, etc) unchanged. Existing % Proposed % c) Front yard (along each street) Existing % Proposed % 9) COST ESTIMATES a) Building (including interior renovations): $ b) Landscaping: $ N/A N/A c) Other site improvements (please list with cost): None 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): b) A.M. Peak hour for entire property (in and out): c) P.M. Peak hour for entire property (In and out): 11) PEAK HOURS OF OPERATION: 12) PEAK DAYS OF OPERATION: 13) ESTIMATED PROJECT COMPLETION DATE: 14) SITE PLAN AND FEE N/A A site plan 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 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 (see Exhibit A). 4 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 DATE OF SUBMISSION: REVIEW AUTHORITY: Development Review Board I have reviewed this site plan application and find it to be: C ple 3 /� K 0 THE CONTRACTOR SHALL NOTIFY 'DIGSAFE' AT WARNING: I ® 1-888-344-7233 PRIOR TO ANY EXCAVATION FATALLY TOXIC. GASSES MAY BE PRESENT PROJECT INFORMATION -LOT A CB}1 9.1HWI AT LOCATIONS WHICH MAY BE IN THE IMMEDIATE IN UNDERGROUND PIPING SYSTEMS AND % OF % RN.334.O0 NN-363.85 \ \ I 'VICINITY OF UNDERGROUND UTILITIES. WASTE SY5110A STRUCTURES. AREA 39 MTAL B 30.0:'D le• INV.-3]8.49 8' INV, M.3'S.95 \ \ LOT SIZE 198,139 100.0 30.0 RM.3B4.3] WT-3]9.B5 BUILDING COVERAGE 14,64E 7.6 R.- PARKING ! 1?j COVERAGE SgO68 25.E 8• MV. N.3]2.O6 \ ' EtDEWPLK COVERAGE 314 0.3 18' INV-379.09 S'M-379.96 14- IMPORTANT NOTE: sxlsnNc TDTAI. COVERAGE 85,428 313 ]G.o RU- \ \\•\ \ \ FORCdMN LOCATION HAS BEEN REVISED DUE TO THE PRESENCE OF LEDGE, THE CONTRACTOR 9ARry RM-364.9O \\a \ NLL BE REWIRED TO PROVIDE HOIUZONTAL AND VERTICAL AS -BUILT INFORMATION FOR 111E 1Y MV..3]9.4O SMNP3 REVISED FORCEMAIN AND FOR ANY DEVIATIONS FROM THESE PLANS. HNESBURC ROAD RIM-38160 FRONT YARD SETBACK SIZE 1;090 100.0 GBµ ((2) B' INV IN.355.7O FRONT YARD COVERAGE 0 0 3a0 RIM-358.31 b' MY. O,T-355.60 18' WV.-379.56 SETBACK SIZE 23,657 100.0 ` CB \ h FRONT YARD COVERAGE S,O56 21.4 30.0 NOTES: Re1�.3B8.31 1. TOPOGRAPHY AND BUILDING LOCATIONS PIKE BASED ON A TOPOGRAPHIC SURVEY PERFORMED ON 01/21/96 AND OCTOBER 2001. ZOMNG DISTINCT. MIXED INDUSTWAL ! COMMERCIAL 18" IN ..379.7O 2. ELEVATIONS ARE BASED ON U.SaS. DATUM TAKEN FROM A BENCHMARK AT THE NORTHWEST CORNER OF THE NEW EIGLANO PARKIND STATSTC9 - - cats BQOO \ TO EXISTING 24• TELEPHONE PROPERTY LOCATED ACROSS INTERSTATE 89 FROM THE TILLEY PROPERTY. BENCHMARK ELEVATION WAS OBTAINED FROM 18• NV.-37132 KENNEDY \ ` '� / 6, L WATERLINE, FRED KCERNER, P.C. BURLINGTOA VERMONT. REQUIRED: 120 SPACES (15.000 SF x 2 STORIES z 1 SPACE PER 250 SF OFA) DRIVE / / DEPTH UNKNOWN PROVIDED: 141 SPACES CBB7 :& 3. LOCATION OF THE EXISTING 2C WATERUNE WAS OBTAINED FROM RECORD DRAWINGS AT THE CHAMPLAIN WATER DISTRICT OFn1Z. RIM-380M b / SHED NG GaIRN NU IB'NV..37193 1. THE CONTRACTOR Shall COORDINATE ALL WORK N/9OE THE ROUTE 116 MGNT-OF-WAY N11N DIE VERMCNT AGENCY OF NEW 6" ENO CAP TT i NEW 3° TRANSPORTATION DISTRICT OFFICE. NiTH 'MEGA -LUG' RETAM RCa IM1 / / PS' BEND &THRUST BLIXX NM.3T9.00 S. THE CONTRACTOR SHALL MINMRE MESS OF TO THE G FAV0 PAVEAND ALL PAVEMENT AND GRAVEL SUBBASE Ca INV..S74.31 NEW S SOIL 11 HOPE / i / / REPLACEMENT SHALL MATCH iNE TIIIOXNFSS Qi THE EXISTING PAVEMENT AND tlRAV1EL SUBBASE NEW B' FdRCENMN INSTALLED IN y/^ I NEW HYDRANT ASSEMBL GALE VALVE S ` W NEW 3' �p 8' SLEEVE USING I I S. A MINIMUM OF TWO-WAY TRAFFIC ALONG ROUTE 116 AND A MINIMUM OF ONE-WAY TRAFFIC ALONG OLD FARM ROAD SHALL BF. I 4b' BENDS RIM-3eO.31 DIRE DNA BOTE \Y \� I 1 HOUSE G MAINTAINED AT ALL TIMES 18• NV.374.44 7. aLL WORK SHALL APERFORMEDESAL IN ACCORDANCE OW THE 'SPECIFICATIONS AND TE DISTRICT, FOR THE INSTALLATION OF WATERURLIN NEW 3' CL 160 PVC =13 1 \ \ \ / g _ CUES AND APPURTENANCES FOR ALL WATER SYSTEMS OWNED BY THE CIiAMPIAIN WADER OSTRICT, THE Ott OF SOUiH BURUNCTON, FORCEMAIN 1A PEW \ $ is" wv.31 LOLd161ER FIRE DISTRICT /I. AND THE MWCE OF ,ERICHO'. r M SMH/3 I °~` VA ,8' NV.-3]4.Se \ I ( I NEW W. 271' BO F PVC Rl I NEW 8'K 3Y \ CB/11 \ ) -EJ) REM CMP CULVERT S. THE CONTRACTOR SHALL COORDINATE WITH ME SOUTH BURUNGTON FIRE DEPARTMENT ON THE FINAL LOCA71ON PAID INSTALLATION S.QO8O0 FT/FT. n T.u^� .' OR1s PVC Rp.1.37C3g I I / ✓ i AI� -� OF PLL NEW NYDRMNIS, M I I \ S-0.O1OO FT./Fr. 18• MV.314.53 '\ _ NEW 8'd' TEE AND yy E]O\SOON\ WATER SERMCE \ / Nay / EXImxO AIR RELEASE MANHOLE � \ I GW REMAIN S. GATE VALVE ''"'' IN UNKNO _irk NEW 111% 27' HOPE \• T / WET TAP S-O.009 R./i"F. NEW BIT. CONC. 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NEW \ 7• - I i ! \ \ \ \ \ 1 \ 9 1\\\\ 1\ \ \ / .:� � : -: �� _: R_2 _ R 6� ;_ ' :: 4 ,,.,.:' - \"� \ \ 9B \ \ �•�° \ / II l l 1 1 \\ \\ \\ \\ \ \ CONa I NEW MLIGHTETA RXNRE - ' i]s WATT, METAL HALIDE / \ \ =r -/ -'' �$ 3 / I \CUPS / .� ! ` 1 1 \ 18' MOUN7NO HENiI \ \ \\ I \\ _ I .. e1TIDMN s/oNCREIE �EOA �_glOw I e• $DR 35 PVC ' -/ L -` g I- - Met I MDusiRIA (TYNCIL) �'1 T-\� ANfINO '• ( 0.00E MANS O 8 NV..373. \ 0 19ATTOFi EN SPACE \ \ 1 510RAGE W \ -•' \ I t�6TTORA \ NEWS-OIOOS1 HOPEJJJ///��\I! \ PSTFR LOCCATION\ / 1 111 l I 1 TYPE I NEW GRA55 --� STONE PAD UNIDODIIOf / IY NV.i37SB NEW UNED CITCH 1 NEW RETENTION B"N 8' ASIN DRM \ \ ON aA9M/ BOTTOM ELEw38] \ � 1 1 DO siRUCTURE NORMAL WATER FyEy7-173 / WATER ELEV.1; \I LIMIT a�� IN 1 /// i LOT A (STREET! 6 / OiiHETPIP �\ 1 MIN \\\ I \\ \ \ 1 le2 ACRES / \I _ _ EOONTCN 11 \\\1 lox I 40 0 40 BO 120 NFW STONE L&IT OF CLASS IN > UNED OTOM VRiLANO1 CLASS N A1£7L.AND UI4 IBM 6 CONCRETE NOBMENT RETENnON BASIN / 85' NORTH E GF NNESBIIRC ROAD OIERPASS, ..-"a�TN-- STALE OF VERMONT -INTERSTATE 89 - oYERFLOW SNUWAY Scale / 1 f - 40 ' Nd TN EDGE OFINTERSTA E 89 DZV. - 390.45 (U.S.QS OAIW) DATE RENSION BY . OP/Ifi/DI ADOSD SNOW S uIR B AREAS ✓PX DAIS REN9ON BBP1san Fvxcaaurx Lacarrox BY DATE RENS(N RRVISBD NrA%LWF rocarfDrrs ! BY CLIENT PROJECT BTLE DRAWING ➢TIE Survey smile 10/lS/b9 ALONG ROTS I. JPX 0412343 RSVISB•D FOAC6W LDGArIaX PSR VTRAAS JPK , 44L VON AIL. NRM 1"a4➢' DATE SION R -ZC FORCSXAIN fOCATIOX BY DATE �Yi REVISED PROJA STATS TO SHOW BY ee�Q'\�+. P""'•e FPPO DBRgI Donald L 11andin Job CB/2610S AT OLD FARM ROAD J➢X 08,421,02 SBPARATR FRONT YARD S rBACK COMPS JPK PIZZAGALLI PROPERTIES, LLC MOUNTAIN VIEW BUSINESS PARK y '•\/ JPX 01-250 DALE REN9f ,1,/saD LvtLD= TATMI's Fates. ! BY DATE SLUT ADDS➢ NOTE NB & DY • yJ�' -)axn COnSullZny 07/1I/03 PRo✓acr srarrsrres JPK 07 2s 2 ADDED NORTH STUB To SNH 3 JPx P.O. BOX 2009 HINESBURG ROAD W NQ. nr SITE PLAN (� � E � JPK �7n ineers, 1na DATE I/so/bs RfNSIY( ....AD 6AcxegTlArrows BY JPN DATEFROM Os 2 a ADDED➢YATAArD6VSGOPNENT 1 BY JPK S0. BURLINCTON, VERMONT 05403-2009 SOUTH BURLINCTON, VERMONT %S"s A,STF"%"Cf ., '� D-4 PORo�y�/Q ..•.•••��� RFX /se Poass Slnet DAlE��6ros REN9ON RsvrseD mnrtANr LGCArrOXs ! BY DATE f�N51ON APReP BY PA4jF,�.�,S.", a 6ssez Jw+t'fiD RSVISBD FORCNYAIN LOCATION PER VTRANS JPX 04 OS 2 JPK 03/08 02 E" KWsmant i 1 � THE CONTRACTOR SHALL NOTIFY 'gGSAFE' AT WARNING: S. 1-WS-344-7233 PRIOR TO ANY EXCAVATION FATALLY TOXIC GASSES MAY BE PRESENT PROJECT INFORMATION LOT A �r W FU AT LOCATIONS WHICH MAY BE IN THE IMMEDIATE IN UNDERGROUND PIPING SYSTEMS AND 1I OF B RIM-363ee RI-379.91 RIM-353.91 VICINITY OF UNDERGROUND UTILITIES. WASTE SYSTEM STRUCTURES, Awe �� �� \ IC INV. IN-Dn.62 le' INV. I4-373.41 a' INV. M-375.05 LOT SIZE 195739 100.0 J0.0 16" NV WT-377.71 te' MY. OUT-373. a• MY, OUT-37s.51 . BUILDING COVERAGE K844 7.6 1 99 CBFI =2 PARKING t DRIVE COVERAGE 50.0es 25.4 RW-3N.3. RIN-3s0.so RW-379.91 \ SIDEWALK COVERAGE - 514 0.3 16' INV. IN-379.10 1S' INV. M-37186 e• INV. M-371.41 ,\ \ IMPORTANT NOTE: ___________________ _ ____ ___ 16' INV. OUT-J79.O 1e' Inv. OUT-A17J a INV. \ 1 FORCEMAIN LOCATION HAS BEEN REVISED WE 1O THE PR6ENCE OF LEDGE 111E CONIRACIOR EXISTING TOTAL COVERAGE aS{z6 33.3 70.0 WILL BE REWIRED TO PROVIDE HORIZONTAL AND VERTICAL AS -BUST INFORMATION FOR ME BnRry \ �.\ REVISED fdtCEMNN AND FOI ANY DEVIATIONS iNOM JIM PLANS. Case F MHPJ RwNJ64.e3 RIM-37ee1 RIM-JBJMY te' INV. WT-J79.39 te' INV. OUT-374.2A ((2) e• MY. M-3336 SETBACK 512E Mood 100.0 te• INV. IN-]79.36 te' MY. IN-371.27 (CB/II) a INV. WT-J53S9 iRONi YARD COVERAGE 0 0 J0.0 10• MY. IN-774.n (Mfg) e' AU%.-353.a4 ca SETBACK NZE 23657 100.0 176' INV" OUT-J]9.71 AIM�3a0.0a NOTES: FRONT YARD COVERAGE 5.056 21.4 30.0 IC INV. 111-379.76 Is • INV. IN-374.5eNV. OUT-J74.44 1. TOPOGRAPHY AND BUILDING LOCATIONS ARE BASED ON A TOPODRAPIWC SURVEY PERFORMED W 01 /21 /9a AND OC1OBfN 2001. ZONING DISTRICT. MIXED NWSiRVl k COMMERGAL CBp e' I c..TI5nC5 RW-3e6.13 CBP10 2 ELEVATIONS ARE BASED ON U.S.0.S. DATIIM TAKEN FROM A BENCHMARK AT ME NORTHWEST CORNER OF THE NEW ENGLAND MKING -� ,Y INV. OU1379.5J RIM-3e0.16 TO / / / / EXISTING 2C TELEPHONE PROPER tt LOCATED ACROSS INTERSTATE e9 FROM THE TILLEY PNOPERTY. BENCHMARK ELEVATION WAS OBTAINED FROM 1s- INV. WT-374.71 KENNEDv \ \ / d/ 1. WATERLINE, FRED KOERNER, P.E., BWRLNOTON, VERMONT. REOURED: 120 SPACES (15,000 SF 2 STORIES . 1 SPACE PER 250 SF GFA) DRIVE DEPTH UNKNOWN PROVIDED: 141 SPACES W J. LOCATION OF ME EXISTING 24• WATERLINE WAS OBTAINED FROM RECORD DRAWNGS AT THE CHAMPWN WATER DISTRICT -11, Ex15TrvC Cool )LED 4, ME CONTRACTOR SHALL COORDINATE ALL WORK INSIDE ME ROUTE 11a RIGHT-OF-WAY WIN ME VERMONT AGENCY OF DARN RIM INV. OU NEW Y ENO CAP 18'RIM INV. WT-3]4.55 T( i EW 3' TRANSPOIRTATIW DISTRICT e5 OFFICE. WM 'MEGA THRUST BLOCK AS' BEND 5. THELA CONTRACTOR SHALL THE THICKNESS DISTURBANCE OF 10 ME EXISTING PAVEMENT. ALL PAVEMENT AND GRAVEL SUBBASE NEW s• NEW 3' ISDRNS 11 HOPE yam^ REPLACEMENT SNALN. MATCH THE THICKNESS OF THE EXISTING PAVEMENT AND GRAVEL SUBBASE. NEW HYDRANT ASSEMBLY 2) NEW Y FgRCEMC INSTALLED IN / GALE VALVE R SLEEVE USING I 6. RI A ED OF TWO-WAY TRAFFIC ALONG ROUTE tia AND A MINIMUM OF 011E-WAY ntAR1C ALONG OLD FARM ROAD SHALL BE 43 BONDS gRECTg1AL BORE \ .i 1 EXISTING MAINTAINED AT ALL TIMES. .� \ \ I I HOUSE aapp \ \ / ]. ALL WOW MALL BE PERFORMED IN ACCORDANCE WIN THE 'SPECIFICATIONS MO O[TARS FOR 711E MsrALLAnW OF WATER NEW Y CL 160 PVC oV PF%V C 1 a 1 x NEW 3' \ \ / / g LINES AND APPURIENNNCES FOR ALL WATER SYSTEMS OWNED BY THE C AMPLAIN WATER DISTINCT. ME CITY OF SOUTH BURUNTON, fORCE1ANN ry TI ♦ SMH93 I o \SEND \ \ I.7' ' _ COLONESMR FIRE DISTRICT #I, AND THE VILLAGE OF .iRICHO-. I \ NEW e'v J2' NEW e'. 271' 6DR35 PVC " M -EXISTING CARP CULVERT a THE CONTRACTOR SHALL COORDINATE WITH ME SOUTH BURLINGTON FIRE DEPARTMENT ON THE FINAL LOCATION AND MSTN1ATd1 5-a05" R./FT. � I � 1N � I DR35 PVC 4 1 / REMN OF ALL NEW HYDRANTS NEW e',G' ME IRE F 1 EX WATER SERVICE ` / pJE PV / EXISRINNG AIR RELEASE MANHOLE VIES r. 2r HOPE .00b 6• GATE VALVE AN TH UNKNO 1 dY \� - - ♦_r / EW NET TAP AtON DATE VALVE NEW BIT. CC. I6RvAoil`� EW J' RUSSELL TILLEY NE w GATE VALVE BIKE PATH R N sVa� I 1' 4s eeNo W z2-1/r BEND N/F HEw I I ,,camr.. 1 I NEW AUXILIARY DISCHARGE MANHOIESEE DETAIL EXISTING POLE ' I\ k THRUST .LOG( EXIST I M-3e3.ro ro REMA 4 SHED HYDRANT I •> 1.. .I 1 C.112' SCRJSIPVC •^ 1 I INV-355.]a V.AO.T.111 \ GNP, 5] \ _ NEW ]• CL 160 PVC igRCEMAN _; _ ` /I I STUB FOR NNAE U6E '\I \ (AS -BUILT LOCATW) NEW a'. 17,' 90N35 PVC ''t 1 _ ) I / WIN PUMP STATION caxa Ma+WEN ,\ \ NEW Y CU 160 PVC FORCEMAN NEW 3' LL 160 PVC 5-0024o - aM-3as.s9 EXISiMG M'° i \ \ (DESIGN LOCATION) ipILEMAIN / w 1 EWIyFz10' WOE\ AUX INV. N-355.n STEEL SLEEVE y \� \ i , 1RNISFORMER 'Ip EwIGNAM W\,C 1 Ga �1/ �I I 1 I 6• F.M. NOr INV. MY. CUT-J33.9e \ NEW R• D.I. PAD .sMIRQ WATER �ERNCESEE i1ETNL / \ Z \ \ \ WAIFRLNIE ° Cn EXISTING NEW e•.6• TIE AND /I/ 1 I \I 1\ I\ W Y. 1Y SDR35 PVC \ Jl \ OnRN �''V 6' OAIE VALVE .:. ��.. \ \ I \ I 1 1 \ slue FOR NTURE USE y t I• n V✓ %: ::::. .. CBPIi E\A'6' CART / I 1 I ) 1 G� \ I EXISTING vorv0 NEW 1Y. 27 HOPE ... :: ... I/ o t InNus I I I I 1 II I I I \ Yd 4Y ND�E 1 1 I I I \ ! REMOVE k RESET - N 12a' HDPE-� / 1 5-a006 IQ./Fr. \ l 1 1 ,s' SIDE XSTNO SIGN EXISTING TREE NEW .IIUMMWS ., S-0 19 R II I I 1 SETBACK CONCRETE ROADWAY. \ / / NEW FORCEMAIN SEE ROADWAY DETAIL$ % SNOW N[W,Caa i ✓� I i0R LOT B \ \ \ I 1 I ( I I 1 \ ~\ YO I NR RELEASE 1 \ k NEW CONIC .'F.; B SidIAOE�CURB ' MANHOLE. y \ 1 \�'\\ I / • /�/ .$e SEE DETAILS ..r- BIKE P \ \ •yes / NEW HYDRANT PAI'.®W \ I I I \ / ASSEMBLY NEW AN {. N 6 NEW 6'K 5' 1 \ R3,. E-_. I N6w 19-e ri IIQPE \ EW CONCRETE \ 1 l ! l \ W D OI ~ ��--[CAST WON . � ... 1:s.O.a47 FT./FT. #W/WR6E0s-bNwN Fr /Fr Cgp \ GNB \ 1 \ \ 1 ( 1 I \ \ e' ... :. EW e' p 7sLAN0 wYIt11Ra�HWA? WNCRETEI \ 1 �V B \�jT5118) 1 �\ I X R VALVE ��'V .: WATER SERVICE I WfW \ "E INC - \ I L„�ST FT O I' i / \ V T • ,� Y :: '( QRC1� W�CONC. \ \ ARK \I3.3a ACRES \ \\ 1 Ew NEW Y / \ X ..::. r .:.$ �1V+". ' • SS�'3 -'. P \ \ \ 11\ \ \\I 1\I ( CR \\ \ \ \ Al. VALvt I / / , .,.... .. ::: '::... ' / ¢. \ Mv.-J]9s0 7 1 \ \ \\ TILLEY FAMILY )h I \ NEW 19'. 121' H I 1 1 \\ 1 1 \\ \ \ \ L tTED PARTNERSHIP NEW' 1e•s2Ho6EJ Y 1 1 s.o.00za Fr./xr 1 1 I 1 1 I \\ \ s-o. 09 1 \ I` ISREL 9W .. ..y NEW�'i N/F � '1 STOR WON PPE (21 e' ss• eEN09 /b THRUST BLOCS u / / Ewsnnc ..FrRo¢OSEDBUILDING 1 sroRACE EEWW I cDeNiNGNEIE x X, \ i I \I t \\ ceP6� (N n LIDS .1: \\II� ! \ \NNIW Bu1LONO LIOIIT 1 '\ NFw t!N T �. P-_' I roV�n. METAL HALIDE I ✓r I b \ 1 1 \ 1 TaI' M1T9 kqP K \ 10 MWN71NG NEN.YI 1 / NEW le'. t \ I LIGHT \ 1 \ \ V \k -1 _NEw caNa - iY ssroE 1751Y�Tf NRFIN TµLJaE\\..)le' MOUNTING HEWH \ ISNQw�,_MI NDusiRu` ANDSi0RAp6 \ -- -- - NEWBIIATU CONCRETE NEW CHILLER P SNOW I ROSpe OF DRAMS \ • ` ! INV.-J7309 \ I- Z`JO VA10N WA OPEN ACE \ \ 1 1 STORAGE` �\ V. 37Se0 W SCREENED I 1 \ \ NEW 1e . 9s, HOPE D PSTER LOCAIIDN, FT./FT. `\ NEWJYPE 1 V.3n.e V v SIGN NEW TYPE I1 A NEW GRASS STOLE PAD \ \ \ \ I 1 \ \ O LINED DITCH / \ \ \ 1 I te' NV.,376.7 NEW1 \ \ \ \ RETIEIINTON BASIN LINED O C" NEW RETENTION BASIN W iT s 'I \ \ \ eo7roM e•�ASIN ORA \ 1 70P ILonC.-3746 1 Ew 50 VIDE \ \ IIwNO"Mul wALiLTEWRA E�ieN°E- 74.413.eT 1 I sVdvWc irNvI-3h2.e1 � `\ AIJ`AGE EASEM¢NT \ \ \` v / I �'• MIT OF CLASS IN 1 / / i / LOT A (STREETI #62) \^ \� I / ,LET PI TO\\ 4.52 ACRES 1 11 �- / -7 / - w GTG1 1 NEW vNI \\ .10 366.40 \ \ \ \ 40 0 40 L L r \I \ \\ / / 4e4• / I / 1f{S�/ / i l T / .90 ( 1 Scale /" = 40 NOTE: INSTONE' LILIMITET CLASS IE .F LINED DINE WETLANDS CU55 N W:nlRD UAII RECORD DRANNO RFORMATKN SHOWN ON MIS PUN WAS OBTAINED FROM DATE REM IDWD Cw=RL amp PADS, CASLI BY iBN - TOP a CONCRETE Ma+UMENT MINSON EMTN-MOVING CORP. PRESENTED ON ME POLOWNO PLAN SEER NORTH STATE OF VERMONT- INTERSTATE 89 SOUTH - REMICH BASIN W/e0/0+ BOIIe, ! IWIRCIACY aINIRATOR JPI 63' OUST OF HINESBURG ROAD OVERPASS, PRUGT AS -BUILT M / DETAIL, SIFT MENG-1. LAST REVISED a/14^ OVERFLOW SPILLWAY NORM EDGE Di R.O.W., INTERSTATE s9 PRO, 6T AS-BUR.T PLANS 7NEET 1 UST REW9FD 00 DATE OB/95/De DATE 07/74/e3 DATE 04/60/De DATE O4/IBi05 1OCAT70N DAD ACS RAL&5, t PRosm As -BUILT PLAN$ ."EET L DATED ,TRW. 27, 200{. PROJECT AS -BUILT PLANS SHEET 3 LAST MASFD Os/1{/bA WIaECi AS -BUILT PUNS flFET 4, DATED R4/21 /Ok SID PA0 _ SrATe TO SNOW MrsTTROAT YARD SJrB.ICI GWLD6 I ✓Px PIZZAGALLI PROPERTIES, LW ADDED NOTE /8 a BY P.O. BOX 2009 NORTH STUB TO S.Vhr#3 I ✓Px FSED DRAWING M FROM 2 TO I BY S0. BURLINGTON, VERMONT 05403- ;T TILE MOUNTAIN VIEW BUSINESS PARK HINESBURG ROAD SOUTH BURLINGTON, VERMONT SITE PLAN RECORD DRAWING Lbnald L. Hamlin Consulting Engineers; Inc. 136 tkad SY-1 6ssws ✓-t-m PWF7No7/1 CITY OF SOUTH tl 3URLINGTON DEPARTMENT` OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 February 24, 2004 Robert Bouchard Pizzagalli Properties, LLC P.O. Box 2009 South Burlington, VT 05403 Re: Application #SP-04-07 — Medical Office — 62 Tilley Drive Dear Mr. Bouchard: Enclosed is a copy of the Findings of Fact and Decision regarding the above referenced project approved on February 24, 2004. Please note the conditions of approval including the requirement that a zoning permit be obtained within six (6) months. If you have any questions, please feel free to contact me. Sincerely, - `r'' ✓y ,�,,.r" yam' �'�✓/i.���„ Aatfminisd ative Officer Encl. I ► ) \ • THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT WARNING: 1-888-344-7233 PRIOR TO ANY EXCAVATION FATALLY TOXIC GASSES MAY BE PRESENT PROJECT INFORMATION -LOT A C"" SMNPI AT LOCATIONS WHICH MAY BE IN THE IMMEDIATE IN UNDERGROUND PIPING SYSTEMS AND S OF S RN-3e4.W RIM-3 Ss \ I VICINITY OF UNDERGROUND UTILITIES. WASTE SYSTEM STRUCTURES. AREA MI&L ALLGMED IY NV.-37B49 e' INv. W-375.95 LAT SIZE /96,]39 1W.0 30.0 �� 8' INV. OUT-375.85 ReeM%4.37 S IHP2 BURRING COVERAGE 1Aea4 7.6 IN" NV..379.09 RIM-379.98 \ ' PARKING ! COVERAGE COVERAGE SO, 514 25.{ \ SOEWAII( COVERAGE 514 0.3 e' INV. W.37ZOO _____________________ ___ B• WV. WT-371.96 IMPORTANT NOTE: ExTsnrNc lOTA cow1A¢ 65.42E 33.3 70.0 CB/3 \ \ BARN RM-384.50 \ \ FORCEMAIN LOCATION HAS BEEN REVISED DUE TO THE PRESENCE OF LEDGE. THE CONTRACTOR 19' IN-379.40 S Pp \ \ WILL BE REWIRED TO PROVIDE HORIZONTAL AND VERTICAL AS-BURT INFORMATION FOR THE NWESBURG ROAD RIM-J63.60 \�\ \ REVISED FORCEMMN AND FOR MY DEVIATIONS FROM THESE PLANS. FRONT YARD SETBACK AZE 12.D90 100.0 CS#4 2) e' INV. IN-353.]0 FROM YARD COVERAGE 0 0 30.0 IN' IN .-3 "INV. WT-355.60 NUEY IVNRE /79.56 fRONT YARD SETBACK AiE 23,85] 121.4 \ RDeis IN- \ \\ \ /•S' `PQ • 1 NOTES FTNGIT YARD COVERAGE 5,05E 21.4 30.0 RN-}8B]t W 1 1. TOPOGRAPHY ANO BUILDING LOCATIONS ME BASED CH A TOPOGRAPHIC SURVEY PERFORMED ON 01/21/% AND OCIMER 2001. ZONING DISTRICT: MIXED INDUSTRIAL A, COMMERq AL 2. ELEVATIONS ME BASED ON U.S.G.S. DATUM TAKEN FROM A BENCHMARK AT THE NMTHWGLM EST CORNER OF DIE NEW END PAPKINC $TATsnN3 RN-380.00 / EX ONO 24" TELEPHONE PROPERTY LOCATED ACROSS INTERSTATE 89 FROM THE IIUEY PROPERTY. BENCHMARK ELEVATION WAS OBTAINED FROM 18• WV.-37332 KENNEDY \ \ .� / tV .I. WATERLINE. FRED KOERNER, P.E.. BURUNGTON. VERMONT. REWIRED: 120 SPACES (IS000 SF . 2 STORIES x I SPACE PER 250 SF GFA) BMW / DEPTH UNKNOWN PROVIDED: 141 SPACES C8P7 / f 3. LOCATION OF THE EXISTING 2{' WATERLINE WAS OBTAWED FROM RECORD DRAWWGS AT THE CHAMPLAIN WATER DISTRICT OFFI(E. RIM-380.% b ExISN NG 18' INV.-373.93 -•� / SHED rvG BAR 4. THE CONIIRACTOR SHALL COORDINATE ALL WORK INSIDE THE RWIE 118 RIOMT-d'-WAY NTH THE VERMONT AGENCY OF NEW 8" ENO CM CBNI IRANSPORTAIION DISTRICT /s OFFM. NTH 'MEGA -LUG• RETAI 48' BEND a THRUST BLOCK RIM-379.00 5. THE CONiRACICN SHAIL MINOSZE CSURBANCE TO ME EXISMI1 PAVEMENT. ALL PAVEMENT AND GRAVEL SUBBASE ,8" 11I1-37{.31 NEW 3' S0R ti ED I / / / REPLACEMENT $HALL MATCH THE TS1"CS1 OF DIE EXISTING PAVEMENT AND GRAVEL SUBBASE. NEW VALVE FO NEW r SER 11 DIN yam^ I NEW HYDRANT ASSEMBLY CA1E VALVE R ` 2) NEW 3' Wp 6' SLEEVE USING I I 8. A MNIMUM OF TWO-WAY TRAFFIC ALONG RWTE 116 AND A MINIMUM OF ONE-WAY TRAFRC ALONG OLD FARM ROAD SHALL BE U' SENDS RIM-3e0.3I DIRE CTWAL BCiE \` \� I ' EOUSEy MAINTAINED AT ALL WES. g 1 IS" NV..374.N H 7. ALL WORK SHALL BE PERFORMED IN ACDOROMCE NM THE •SPECICAnONS AND DETMLS FOR THE INSTALLATION OF WATER NEW 3' a 160 PVC R Pi a� In C8e10 NEW 3*\ / lY PTR RM.380.31 • s5' BEHO 8 1 ; \ \ / LINES AND A nRE DISTINCT FOR ALL EMIERVIM SYSTEMS OWNED BY THE CHAMPLAW WATER DISTRICT. T� 01Y OF 501/111 BURLINOTON, FORCEMMN F T 18• WV.-374.% \ / A _ CaCHE51ER FIRE DISTRICT h. MO THE wLLACE ON JERICHO'. ' I SMH83 I r \ \ ! I �� NEW e'x ... SOR35 PVC M�'!p NEW 8'x C S CB/11 / gSTNG CARP CULVERT 8. THE CONTRACTOR SHALL COOROWATE N111 THE SWAN BURUNCTON FIRE DEPARTMENT ON THE FINAL LOCAl1(Nl AND INSTALLATION S-O.OeW R./TT. %W'� I 38 PVC RN.37A35 \I / J REIAAI OF ALL NEW HYDRANTS. F I I 11 5-0.01W FE/iT. •� le• NV.-174.SS NEW B'x8' LEE AND m I I •� COSTING AM RELEASE MNNIOLE e' GATE VALVE h; 1 EfOSnN WATER SERVICE _ / I CFP REIINN I I f P\ L i• 111 UN NEW 18•K 27' HOPE „ N0 F �+L' s W 3• \, r WET TM S-0003 FT./FT. NEW Bit IN I60 ZE I .. •. h Pi 45' BEND NEW RUSSELL/�TILLEY IWLE PA•„ I 7. �. /1`y/ BNRSnNO y x 1 k TRUST BLOCK ExIST N'r HA85DRANTMILY .. ' I (I 4 S r 0. v'1 ~I ^I 11 x , I I NEW MXUMY DISCHARGE MANHOLE, v.A.O.t_I TO RflA I ° SHED ..�: .. �I. Q I 8•KIT2' SORJs PVC f \ t I sEE DETAIL _C MaxOMDNT T a 180 PVC NEW ON 1T' SDR33 PVC ..::.:. .. .+^ i I STUB F'dR NTMEIIUtt NEW PUMP STATION s-0.0222 Fr./FT. >e` .. ... L .. .�.^ ': • • ! I / EXISTING 36' II\ \ \ F0ItCEMAW NEW 3• a ISO PVC / �..::::::'::::e Q::"::....::::.:.f., °� I I I I 1 .ice 1 TIN-355.50 n 7 / INV. W-0 .00 (STUB) STEEL REEVE \ J \ ....... I 1 qN DI01BVE\ 1 IY INV. N-3 28 y \\\ (/ e D.L I / W CHA N CANE V ( 1 1\ Y 1.M. INV. W T-356OD NEW 8•xe' TEE MD ...:::. • .. ..... ... ': ".. .� .... .SMNa'::. .:: SEE IpETNL e d 1 \ AilIBWIE I 2� \ I \ Exlsnwc e• GATE VALVE �....'. i::'::'...:i:'i:Ci\ wATER wcE W e'x 12' SDR33 PVC 5 CM I / 1 1 1 I I SUB FOR FUTURE USE `\ I $ E4SPNG POND NEW. � II i 11 11 \ \ JI ! \ law lr' IT HDIRE I I ) I TINGOVEd RESET .,:.: ' NP �gv/ HOPE \ / I 9-a.o0s Rj./FT. \ l 1 I 5 5� \ SINSIGN DIVE EXISTING TREE gg I I W \ / NEW FORCEMAN T .. .: SNOW N •i I M FOR LOTISE AOCESS D1tlVE I I 1 MR RELEASE ! �, CON%REh .. 1 �TMACE�C B / CLEAN MANHOLE. Q .-.. i / FT \ 'fp SEE DETAILS Wae .. .. .. .. EQ 8'x 59' SDR35 PVC I d \ f ANSEYUlMT NEW BIT. WING_ .. '.'. / m I o2oe n./Fr. RKE PAIN • . NEW ON 5' CANeaS•rrT I�NLN NEW 19•t:75• HOPE - EW CONCRETE \ \ \ 1 1 1 1 Y4p © WAp1ENLWE ... CP.ANWI / 'y / H 1 g $ l a-a020a R. W „,. S•;p003 FT /PT CNRe A 1 % gAtE VALVE CBI. wA S[RwCE E,:`Tsue`"N"i � 4e w•ewnaROLE CONCRM\ I 1 1 l 1 LOB \ 11 ) 1 \ \I 9 MKNOAIE "-\ LIMITI PARTNERSHIP IB x 12 HqE 1 11 \ 11 1 \ \ ONRe TLLEY FAMILY I INyEo f N s.agos T T Y \� I \w.00s Fr. r. ! ! 1 1 1 \ \ \ \ ts� IN60CATE .. \ MWIcoN \\ N/ TN 1 c \ \ I 9 RON EW BITNINW$ � \ I / :1 t• ... .. ... y ONCREiE ROADWAY ' liJ% ' \ ' \ \ ( /I I 11 i 1\ \ \ IRON PIPE 2�IMuar eLOLws - / / E "snNciREE \ a*' .24 w I l 1 1 \ \ \ \ \ \ \ New (CUxR`ED ': \ NEW ODMD 4� 9DD BUIIRING 1 - - \ III 15.00o sF / , CONC ETE CURB % NEW a• 111� -: \�ICa NEW BUILDING r I I I I ,p WN l 111 D ,'�. T _ s I 70 1o�M�WMNT�iNo IHiI•»' i i R-W I \/ IB:w Ik. i. / 1 1 \\ \ \ 1 \ \` 8 /� \\ I y 18•SI 11P TIDRE :1': ( \ 1 \ S.D.aos I $ / 11 \ 1 NOW.'. \ ::' � : MEN \ 1• W r:. / ' ' 1 \ ` ` \ \ \ \ \ R-2: It-s :k::.`�-\RACK \ tf \\ 'e ♦ I / / 1 I \\ \\ \ \ \ i NEW LIGHT FIXTURE /\ 1\I\ \ ._ \\ _ .1.. ....... .. _� /coec.sTIAC I 175 WAIT. METAL HALIDE / \ \ \ \ \ _ _ _ _ - _ -r NEW 9CRELMEO / I '' �- / I \ \ �. -/-�-SU .® ��_ \CURB '�{ IaACKb \ \ IQ' MOUNTING NEIGH \ \ I \ _ I illW BITIMW 3 CCJCREIE f01t 35 PVC \ G- 1/CO MI W VA l♦1 - \- --A (TYPICAL) I l•• ARKINC MPSiIEW LOCATION SNOW ( I \�\ 1 ;- �/- I / \ 1 I 1 1 i I ��,\ I STORAGE DRAINS \ O \ NV..373. \ \ 1 \ \ NEw 1eI [ 9B gHDPE I. SCRFYNED \ \ \ \ \ 1 \\ S-oosFc/Fr. I \ LOCAnoM\TYPE I GRASS sra PAD i A 11 IiI I\ \ Lwm u / Is' WV.1}7e. NEW NEW RETENTON BXSW e• A9INOR\ 1 TON BA9 EIEY.J67\ _ 1 1 W STRUCTSIRE \ \ EW NORMAL WATER F1Ey7 3]3 / / \ AI AIZ EASEM T ` % MAX WATEP \\ I LIMIT OF B IN LOT A (STREET! 6 / / TILT _ 1 ) / 4.52 ACRES 1 mil. -7 - _ - _ dTCN ON PAD r �\ �� LJJ NEW I MINES1BURG \\ ( `\\ \\ 1 / � / 4-1 40 0 40 80 120 NEW STONE OMIT OF CLASS IN LINED DITCH WETLANDS CLASS 1 NEIIJND LM TBM -TOP a• CONCRETE MONUMENT rTi" STATE OF VERMONT - INTERSTATE 89 �-- RETENTION BARN 05' WEST ON NINFSBURC ROM OVERPASS, TFRSTATE 89 OVERFLOW �/ ''/ SPILLWAY �F NORTH EDGE OF R.O.W., N Scale III - O 1 1EV. - 390.{S (U.S.G.S DATUM) DAIS REM90N BY 02/Y8:04 ADDED 3NO1 STORAGB AREAS JPX DATE REVISION RSYLSSD A7RCSYA7K rOCA- BY DATE F SIGN RSVISSD HYDRANT LOCATIONS ! BY CLIENT PROJECT ➢TILE DRAWING IITLE Survey SEde IO/297119 ALONG POUTS 1. JPK 04 2$ 0$ RSYISSD FOICSYAIN LX:Ar/ON PSR Yr- JPK ,1(RY DATE SON RXvrsXD FOACSYAIH LacArroK BY DATE REVISION RSY7SSD PRO✓ACT STATS TO SHUN BY SE ••••• ••• 4►"' b)MITDonald L. Hamlin Jab Oe/26/D9 AT OLD FARM ROAD JPX 082 2 SEPARATE FRONT YARD SATHACX COMA JPK PIZZAGALLI PROPERTIES, LLC MOUNTAIN VIEW BUSINESS PARK J�En y P � % :,.A E I Y ✓PK L'0115'?lltya o7-zso DATE RD IsS. HuiLD1Kc, SA,,"w6 WALES, a BY DATE FUSION ADDED NOTE p8 k BY = � � No. 72ot � ED own y � P.O. BOX 2009 HINESBURG ROAD SITE PLAN O7p4ps PRo✓Xcr srlrrsrres JPX 07 29 2 ADDED NORTH STUB TO STUN 3 JPK w .� JPK Engineers, Inc. DAZE REVISION BY DATE FEVI90NREvrsED DRAWtNC p FROM z To 7 BY SO. BURLINGTON, VERMONT 05403-2009 SOUTH BURLINGTON, VERMONT •'Pea i!'; (1 •;q3 ed<ed PTO,. RXvrsXD RrY XLAVArrOKs y°°FS�F iJ Y U4 0r/sDibs FON cBgN,s,s.e,! 7 JPX 05106102 &ADDED LOT A DEVELOPMENT JPK WSJ �� FFR N% DATE REVISION BY DATE REVISION APPED AorA7r EP m .. BY AFPI.S NnT, 4� I.""'i"` )ate RFX !36 fbanF Strret ' 04/2B/O3 RSY7SED FOPLSYAINALOCATAFIDM ION PSR VTRANS JPX 04 OS 2 ✓PK 0$ 08 2 �•T42 Ju>Kti°>ti VP>7>ra7t6 City of So. Buriing ', Permit Number SP- --� CITY OF SOUTH BURLINGTON 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. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Pizzagalli Properties, LLC successor by merger to Pizzagalli Tnvesfmant rampany 50 Joy Drive South Burlington, VT 05403 Tel# 658-4100 Fax# 651-1307 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 215 Pages 111-113 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) CONTACT PERSON (Name, mailing address, phone and fax #) Robert Bouchard Development Mgr. 50 Joy Drive So Burlington, VT 05403 Tel# 658-4i00 Fax# 651-1307 5) PROJECT STREET ADDRESS: 62 Tilley Drive 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 0860-00750 . L 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use)_ General Office 29,900 gross square feet. 28,000 rentable squa. b) Proposed Uses on property (include description and size of each new use and existing uses to remain) Proposed use is to change 24,636 square feet of existing gener 1 office space to medical office space 74,616 out of 99_,900 square fQQt t to c) Total building square footage on property (proposed buildings and existing buildings to remain) 29,900 gross square feet. 28,000 rentable square feet d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) 28' Two (2) floors e) Number of residential units (if applicable, new units and existing units to remain) 1 f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): Estimated number of employees: 100 Company vehicles iinknown g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): N/A 8) LOT COVERAGE a) Building: Existing % Proposed % All other conditions found b) Overall (building, parking, outside storage, etc) in original application remain Existing - % Proposed - % unchanged. c) Front yard (along each street) Existing - % Proposed 9) COST ESTIMATES a) Building (including interior renovations): $ b) Landscaping: $ N/A c) Other site improvements (please list with 10) ESTIMATED TRAFFIC N/A None a) Average daily traffic for entire property (in and out): N/A b) A.M. Peak hour for entire property (in and out): c) P.M. Peak hour for entire property (In and out): 11) PEAK HOURS OF OPERATION: 12) PEAK DAYS OF OPERATION: 13) ESTIMATED PROJECT COMPLETION DATE: 14) SITE PLAN AND FEE A site plan 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 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 (see Exhibit A). 2 I hereby certify that all the information re�uested as part of this application has been submitted and is accurate to the best of my knowledge,r TURE OF APYP0�FANT / -- /C Cv( SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: v v REVIEW AUTHORITY: Development Review Board Director, Planning & Zoning I have reviewed this site plan application and find it to be: Complete Incomplete Director of Planning & Zoning or Designee 3 Date �o tr _T�CCG j JJ �lfA4; gXiJ1� T =�. WARNIN • -1 CONTRACTOR SHALL NOTIFY 'DIG5AFE' AT FATALLY TOXIC GASSES MAY BE PRESENT P J T INFORMATION -LOT RCN-384.00 RWHY383.es I ' 1-t1Be-34a-7233 PRIOR TO ANY EXCAVATION 7E OF 1[IN . o AT LOCATIONS WHICH MAY BE IN 7HE IMMEDIATE IN UNDERpiIX1ND PIPING SYSTEMS AND n al �g'm 18 NV.-37619 er IN, w375.95 VICINITY OF UNDERGROUND UTIUTES. WASTE SYSTEM STRUCTURES. LOT SZE 190.R9 MOD 30.0 8' MV. OUT-37S.85 BIIILDNG COVERAGE 14.844 7.8 M-3B4.37 sMH92 \ , i PARKINO k DRIVE COVERAGE SO,OBB _2S4 1C MV.-J]B.OB Or INV .96 SIDEWALK COVERAGE---- 51. 0.3 8 NV. OLT-3 I. \ 6 INV. OUT-3T.86 \ \ EXISTING TOTAL COVERAGE 65.428 33.3 70.0 IW MV-3 \ \ IMPORTANT NOTE: 4.50 eAaN tY Nv..n9.4o M. • \ \ \ FORCEMN LOCATION NAS BEFN REVISED DUE TO THE PRESENCE OF LEDGE THE CONTRACTOR (3) S" .60 WILL BE REOUwED TO PROVIDE HORIZONTAL AND VERTICAL AS-SULT INFORMATON FOR THE HINNIM g CRO a 8" INV. IN-.w \ \ \ \ REVISED FOECEMAM AND i0R NY DEVXvGNS FROM THESE PLANS FRONT YMro SETBACK SIZE 12,090 10a0 RN-3ee.31 9 MV. OUT-355.60 FROM T YARD COVERAGE 0 0 30.0 18• NV.-379.55 \ \ \ FROM FRONT DRIVE YARD10 COVERS SRE 2SOM 100.0 \ Ny NIV-3 FRONT YARD DISTRICT MIX & CO AL 30.0 `t NOTES: 1e• Nv.-379.70 1. TOPOGRAPHY AN O BURDING LOCATIONS ARE BASED ON A TOPOGRAPHIC SURVEY PERFORMED ON 01/21/96 AND OCTOBER 2001. ZaVING 05TPoCT: NIXED INWSTPoAL k COMMERCIALGO 2, ELEVATIONS ARE BASED OI U.S.C.S. DATUM TAKEN FROM A DCHONMARK AT THE NORTHWEST CORNER GF THE NEW ENGLAND P RK�N- �._;ATI�C-' NM V.-37 /j / / / EXISTING 24' TELEPHONE PROPERTY LOCATED ACROSS INTERSTATE 89 FROM THE TIAEY PROPERTY. BENCHMARK ELEVATION WAS OBTAINED FROM 1✓Y NV.-373.32 KENNEDY \\ ',� / I. 'WATERLINE FRED KOERNER. P.E. BURUNGTON. VERMONT. REOLRRED: 141 SPACES (15,000 SF x 2 STORIES . 1 SPACE PER 25G Sr cFAJ D6/7 / DEPTH UNKNOWN PROV10Ep: 14t SPACES / A 3, LOCATION OF THE EMSTNG 2e WAMRUNE WAS OBTANED FROM RECORD DRAWINGS AT THE CHAMPLN WATER DISTRICT OFFICE. % 5 1 FXISTIING EXISTING 1C MV.-3]3.9J SHED {. THE CONTRACTOR SHALL COORDINATE ALL WORK INSIDE THE ROUE 116-GHT-OF-WAY WITH THE -ANT AGENCY OF BARN NEW e' ENO CAP # r TRANSPORTATION DISTRICT 95 OFTTCE. WITH 'MECefe GA -LUG RET RIM V.-3 / / I Ig• wH4D k THRUST BLOOC ` IC NV.-371.J1 S. TE CONTRACTOR SHALL MINSAZE OSNR&1NCE TO TIE EXISTING PAVEMENT. ALL PAVEMENT AND GRAVEL SUBBASE NEW B NEW S' MR 11 MOPE / / / REPLACEMENT SHALL MATCH THE 1NICKNESS OF TIE EXISTING PAVEMENT AND GRAVEL SUBBASE. FORGMN NSTSUCEALLED M y/^ ! NEW HYDRANT PSSEMBLY� �� VMVE 12 �5• IW Je0.31 8. A AHNIYUM a TWO-WAY TRAFFIC ALONG ROUTE 116 AND A MINIMUM OF ONE-WAY TRAFFIC ALONG OLD FARM ROAD SHALL BE X 1Y BPI.-]]{.4{ ORECi10NAt UBORE7 \` \ \ JI 1 EwS1MC MAINTAINED AT ALL 11ME5. o m� // HOUSE CB6/0 / 7. ALL WORK SHALL BE PERFORMED M ACCORDANCE WITH THE 'SPEaFICATONS AND DETAILS FOR THE INSTALLATION OF WATER NEW 3' CL I8 TIC`!\ PER \ • 3, / LINES AND APPURTENANCES FOR ALL WATER SYSTEMS OWNED BY TIE CHMVLA01 WATER DISTRICT, TE OTY OF SOUTH BURUNGTON, N 1C NV.-314.58 16• W 3' 8 I \ \ / _ COICHESTER FIRE DISTBCT n, AND THE VILLAGE OF KRICHO'. ry p,8S1 9 \ SNH/5 1 \ \ \ ! ' NEW 8'. 271' SOR35 PYE R1.�' h NEW e'x 32' CB 1 / !A ��E>�STNG CLIP CULVERT S. THE CONTRACTOR SHALL COORDINATE WITH THE SOUTH BUiN NGTON FIRE DEPARTMENT GIN THE FINAL LOCATION AND NSTALLATON S-o.0600 FE/FT. I 'w"" 1 I OR35 PVC 3]0.JS o RE" a ALL NEW HYdtMN1S. W 1 I I g 1 seo.aloo Fr /Fr. 1e• NV..37ws6 NEW a'.9' TEE ANO F I 1 I 1 i 8• DALE WALAf f EXISTING N RELEASE MANHOLE g I I T E%IS11N WATER SERA / i GP.1` TO REMAIN NEW 18'x 27• HOPE x ,W ISTNG awp BlD \\ PTH UNKNOWN 4_ / 5-0.005 R./Fil NEW BIT. " 160' WIDE l 1 C: r' WET TAP RUSSELL TILLEY wVE PATH 1 I R ' `t ' X1/ 1 \ 1 W 22-1/2' BEND N�F HYDRANT I I 1 M I ( 1 1 SEEN AUXFJARY TDISCHARGE MANHOLE. A 1 k THRUST BLOCK S ASSEMBLY '::.. ' TRY 5DR30\PVC \ SEE GTAE I 4 \ - NEW e'x 171' SOR33 PVC .. •. •.. I\ T i 371J8 FAR N1UE\USE / NEW P. STATION MOgAIEx u \1 NEw ]' CL t60 Pvc .:. 1 1 1 V. W-356A0 (STUB) VA0.i. 5-me= FL/FE ..::.: Y •I I I1 I X 1 I\ 1 \ FORCEMN NEW 3' FORCEM N10 _. / :" .f :,::•.I I GRAVEL ORREI ii / I 1 Y INV. N-3g5.28 sTs1a .....:..�...�.' 1\ 3' F.M. Nv. OUT-356.GG W 8' D.I. NEW B'.e' ME AND ... /....' MITER 9PVICE GTE VALVE /" " : \ I 111/ 1 \1 1 \ 1 w 6'X 1z' soR3s PVC ° \ BARNS ... • :...• • " EB \ \ 1 \ I 1 I 1 I STUB FOR FUTURE USE lP \ 6.GAP I / 1 G \ EXISTING POND NEW 10•. 2T NDPE .:.: .QV I/ ✓' 1 1 s-aH11Ta n./Ft. NfExl 11!•a 4T NO bE ( 1 11 I I I 1 5• SIDE i \ I . '• ' ' BI ..: w 16'y-�N \ ten/ I s-o.00s FP.JTT. \ \I ( 1 1 i' \\ 1 ! TNG SIGN MOVE FASTING 1REE 4g .. :' /::. g-0 n. .�/ N (�vnReE AoeEss dmE \ 1 1 I ( I 11 - T ..' /SNOW FEw.CONC. \ / NEW FORCENAN : "' SWXRACE B 7 I AR RELEASE k T7 CLEAN -OUT MANHOLE. NEW CONCRETE-," © .. ..:: ::: .° EW B'. 59' SORJS SEE DETAILS ..: •.. .: w I 5.0.0203 FT./FT, H BRIE CONIC. :.: . ' \ ` NEW 8"K g' Gsi IRON NEW 7B ]S HDPE EW CONCRETE \ \I 1 1 1 I I 1 II \ ' oITT I A0.D208 n./FTy / G4RBED s-ROGs Fr fFT \ awe \ 1 \ III 1 I 1 Q WAIERLRE ...:• . . ; A1ER SER CLEAN 1KF�II P \\ Nous OOxmz\I 111 1 1 1 1 Orl @ T \#118) \\ \ DATE VALVE K•-V ... CeS NEW I / ' '�, \ HEARKmCTMAl7tEA-- 11 1 1 \ \ m GONG ! \ \ \ i 1 1 1 \ \ ISM \ \ C1we ' 1 NEW 1 I ! \ \ 1 I ( �\ I\ \\ \ TILLEY FAMILY \-e• NW.-377.28'!! \ e•. 12t• HOE 1 I \ 1 1 \ \ \ \ \ LIMITED PARTNERSHIP 1 I I \ 1 1 ... ..: _ .. NEw le•XJrhNDSE 1 1 NIF / •\� . 11;. 5-0.005 FT./FT. 1 I \ \ ROADWAY. OADWAY. SEE ROADWAY OETAIj \\ \ \\ \ z e•u•BEWos •: \� ITBKEw �; ow I l 1 1 \ \ \ \ \ \ \ wax 1ME (THRUST BLOCKB / / }. ::'::• '•:: EIOs1xNC TWEE ' \ NEw CURBED \. j� 1 \ ,\ \eTaRAG tuANO 'w P+s�000 sB° ,� -/ I I I \ 1 1 \\ \ \ 1 1 CONCRETE CURB NEw`NEW BULDNG LIGHT 6 !� 1\411 J-•\ ) ! ° s.�o.ms9Fi/Fi �\ 1\ \\ (TYPICAL) I�sutAnRemtr ¢voluR %/FHr. NEW AC KC. 5' SIDE NEW CUM I 1l5 WATT NGTRLFlHAUDE //� \ \ ` \ \ -- -- ( _ -- NEW SCR@NFO \ /I 1 -S6p J6 p \ ' ,C _ _(/ -\+ sETeAa(s _ NR ►YIUSTRI (Ax0 COMI REAL- \ 1\'\\ \I \\\ \\/, i NEW BITMIN S/CONCRETE -� SNOW I O \ L- 8 WV_373. -1- -'L%o An3N�No OPE ACE 1e MOUNTING NEON \ \ \ PARKING -yOG19 SHOW � ROOF DRAWS Show\ 1 NEw lei. 9e' IroPE �o ° �purWiPs�iER�'EDLouna+\ \\ \ 1 1 S-OIO05 Fr./FT. \ NEY) 1 \\\ \ \ \� \ 11 ! \\\ \\ \ \ \ // 1111111// \ I 1 NEw GRASS T"aNEPATi \11 1 11 •\ H¢ 1xEoImat !/ Is NV.137e. Nam, ° .'( I \ \ j \ I / \ \ \ I1 11 tREO OfICN \ NEVI RETENTION 86N Or, DR N� \ \ RETENNTON BA51p WIIIET giRUCiGRE \ W' WIp[ \ \ !/ LIMIT a CLASS IN /' / LOT A ( STREET #62) / TIFr _ _ _ ppp \ AI\ \ wets" 4.52 AGES � 1 \ ! / � J S � GRDITCHASSNEWNEW PAD 1 \\ \1 NNEssuRG \ I \ �\ L \- 'es NEW STONE ~ lR•9T OF CUSS W tNEO DITCH WETLANDS CLASS a WETLAND LM 40 0 40 80 120 BASIN TBM -TOP of CONCRETE MO9NENT a NSIsm_ STATE OF VERMONT - INTERSTATE 89 85' WEST GF URG ROAD OVERPASS, SPNLwAY Scale / ./ IN - QO > EiWORT OF RG EDGE OF R.O.W., INTERSTATE 69 .EV. - 390.45 (U.S.C.S DATUM)) DATE REVISION DY 02118104 ADDED SNOW STORAGE ARSAs JPK $C� DATE REMSIEN DY DATE IEMSION BY CLIENT PROJECT 11RE DRAMXIC 111TE1 p•_ REVISED FOACEMATS LOCATION RL'VIEBD HYDRANT UJCNT 0 F ,4WFFEF FIFIW •i(RAO lO/ES/DE AJANC ROUTE 1I8 JPK 04123103 REVISED FOACEYAIN MCAT/ON PeR VTAANS JPK ; � (L OF.•VP P,� Deso Donald L. Hamlin z DATE �� REVISED FORCEMAIN LOCATION BY DATE REVISION REVISED PROJECT STATS TO SHOM BY hP�ry P. � : JPK Of ­ DATE AT OLD FARM RGAD JPK oe z 2 EaPARATS FRONT YARD SETBACK COMPS JPx PIZZAGALLI PROPERTIES, LLC MOUNTAIN VIEW BUSINESS PARK . y,�. COnS2dlin9' Tk DATE REMSf y BY DARE REMSCdV ADDED NOTE p8 & BY P.O. BOX 2009 HINESBURG ROAD _ pi�Na. 7zo, ' W : SITE PLAN aN JPK f'ngineers, Inc. vrsan BmLDfAe, awrRANCE wALK.s. k G7/T<JOs PR - STATISTICS JPx 07 2 ADDED NORTH STUB TO SMN 3 JPK 1 O L.�+ i W . DATE REVISION BY DAIS REASON REVISED DRAWING p FROM 2 To J BY SO. BURLINGTON, VERMONT 05403-2009 SOUTH BURLINGTON, VERMONT : P't�'DISTET�.'�2� Checked �D""9 REvtSED R/Y ELLNATIONE �° SS RF11 04/So/bs FOR cRptzE A 7 ✓pK 05 6 2 & ADDED LOT A DEVELOPMENT JPK pA /ONAL 6 4�0 /36 AORTA SYre°t DATE REMSION REVISED HYDRANT LGCATf0A5 k BY DATE PJ:NSOR a°uc°n ERIrMAmao >q BY JPK °jFFFFFF89944 ate os/Os/02 Esswz ✓urzcffoTA Vermont 04/Y6/D3 REVISED FORCEMA/N LOCATION PER VTRANS JPK 04/105/02 CITY OF SOU TIH B URLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 December 19, 2003 Robert Bouchard Pizzagalli Properties, LLC P.O. Box 2009 South Burlington, VT 05407-2009 Re: Medical Office — 62 Tilley Drive Dear Mr. Bouchard: Enclosed is a copy of the Findings of Fact and Decision regarding the above referenced project approved on December 19, 2003. Please note the conditions of approval including the requirement that a zoning permit be obtained within six (6) months. If you have any questions, please feel free to contact me. , Sincerely",' Ra`mo dz lair Administrative Officer -ppt-!' : City of So. B FAX NO. : 1 802 658 4748 )ec. 05 2003 10:05AM P1 Permit Number SP- - � 6 CITY OF SOUTH BUFJLINGTON 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 plant 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, successor by merger to Pizzagalli Investment Company 50 Joy Drive, So. Burlington, VT 05403 802-658-4100 (Fax:802-651-1307) 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 215 Pages 111-113 3) APPLICANT (Name, mailing address, phone and tax #) Pizzagalli Properties,_ LLC 50 Joy Drive, So. Burlington, VT 05403 802-658-4100 (Fax: 802-651-1307) 4) CONTACT PERSON (Name, mailing address, phone and fax #) Robert Bouchard, Development Mgr. 50 Jov Drive, So. Burlington, VT 05403 802-658-4100 (Fax: 802-651-1307) 5) PROJECT STREET ADDRESS: 750 Hinesburg Road (Route 116 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 0860-00750 . L 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use General Office 29,900 gross square feet b) Proposed Uses on property (include description and size of each new use and existing uses to retrain) General offie" with maximum of 29,900 gross s ware -feet or Medical office with maximum of 28,000 gross square feet. JGt' c) Total building square footage on property (proposed buildings and existing buildings to remain) 29,900 gross square feet d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) 28' Two (2) Floors e) Number of residential units (if applicable, new units and existing units to remain) f) Number of employees & company vehicles (existing and proposed, note office versus non -off -ice employees):_ Estimated number of employees: 100 company vehicles unknown Post -le Fax Note --- 7671 To i/ G A 00ibept Phone # Dorn � e 01 I, pages From Co. Pirone � FROM : City of So. B f FAX NO. : 1 802 658 4748 05 2003 10:05AM P2 g) Other (list any other information pertinentto this application not specifically requested above, please note if Overlay Districts are applicable): _ / 8) LOT COVERAGE a) Building: Existing / % Proposed / %�� b) Overall (building, parking, outside storage, etc) Existing ef % Proposed — % / c) Front yard (along each street) Existing L% Proposed i 9) COST ESTIMATES a) Building (including interior renovations): $ N/A b) Landscaping: $ N/A c) Other site improvements, (please list with cost): None 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): N/A b) A-M. Peak hour for entire property (in and out): c) A.M. Peak hour for entire property (In. and out): 11) PEAK HOURS OF OPERATION: 12) PEAK DAYS OF OPERATION: 13) ESTIMATED PROJECT COMPLETION DATE: 14) SITE PLAN AND FEE A site plan 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 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 (see Exhibit A). K FROM : City of So. B FAX NO. : 1 802 658 4748 )ec. 05 2003 10:05AM P3 I hereby certify that all the infonnation requested as part of this application has been submitted and is accurate to the best of my knowledge NATURE OF PLICANT SIGNATURE 6F PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: /9`Lz' REVIEW AUTHORITY: Development Review Board Director, Planning & Zoning I have reviewed this site plan application and find it to be: omplete Incomplete ,/ Planning & Zoning or Designee 3 smmp (HiwsEDinrnnw�PER s) ( I I 1-888-34h7233 PRIOR PTO ANY E%C I I I I FATALLY TOXIC GASSES MAY BE PRESENT I � - PROJECT INFORMATION -LOT >: • RIM INV.- 0 RIMINV. INS \ AT LOCATIONS FUN MAY BE W THE I W UNDERGROUND PIPING SYSTEMS AND AREA , 1 AL 0.0 18' INV.-370.49 6' INV. OUT-3 5, 8• INV. WT-]75.95 VICINITY OF UNDERGROUND UTI13 WASTE SYSTEM STRUCTURES LOT SIZE 1%,739 J0.0 C8/2 \ I BUILDING COVERAGE I5,000 7.6 RIM-393.37 smNJ2 PARKING k DRIVE COVERAGE 50,365 25.6 19' INY.-3N_.09 RIM-379.% \ 1 O SIDEWALK COVERAGE _ 348 0.2 8' WV. IN-372.06 -� _______________ _ ____ ___ CBN 8' WV. OUT-371.96 j E.V.w: TOTAL COVERAGE 65,713 33.4 70.0 RIM-383.50 IMPORTANT NOTE: BARN 18' Wv.-379.40 SMHI3 fORCEMAW LOCATION NORTH OF OLD FMM ROAD XAS BEEN REVISED AT THE NEWEST Oi THE FaMX3W VERMONT AGENCY OF' TRANSPORTATION. THE CONTRACTOR WILL BE REWIRED TO PROVIDE XINfa<e�R� ROAD CBS (2) 8' WV. IN-JSS. HOR12WTAL AND VERnCAI AS -BUILT INFORMATION FOR THE REVISED FORCEMAIN AND FOR ANY iRWT YARD SETBACK SIZE 12.OSO 100.0 RIM-J86.J1 8• INV. OUT-355.60 REMO k NESET j DEVIATIONS FROM THESE PLANS. FRONT YARD COVERAGE 0 0 30.0 \ \ \`.� =-JT6 AS TICESSARY• Ca WV.-379.56 ld I fY ORYE F5 k I FRWT YARD SETBACK SIZE 27.056 121.0 ROI.AIP ,aac - FRONT YARD COVERAGE 5.056 21.4 J0.0 RIM INV., 1 NOTES: f9' Wv..379.70 1. TOPOGRAPHY AND WILDING LOCATIONS ARE BASED ON A TOPOGRAPHIC SURVEY PERFORMED ON 01/21/95 AND OCTOBER 2001- ZONING DISTRICT: MIXED INDUSTRIAL k COMMERCIAL _ ( CBp6 MEWBEMD V' / // /' V.v. 2. ELEVATIONS ARE BASED ON U.S.G.S. DATUM TAKEN FROM A BENCHMARK AT THE NORTHWEST CORNER OF THE NEW ENf{ANp PARKING STATISTICS 18'RIM-379.3 t� RIM 3 .00 .32 / / / / �•� L'�` TELEPHONE PROPERTY LOCATED ACROSS INTERSTATE 89 FROM THE TILLEY PROPERTY. BENCHMARK ELEVATION WAS OBTAINED FROM C8I7 \ \ RERED: 120 SPACES (I5,000 SF . 2 STORIES + I SPACE PER 250 5< CIA) ° C' J INFO KOERNER, P.E. BIMUNGION, VERMONT. W PROVIDED: 143 SPACES RIM-360.46 Z 1 3, LOCATION OF THE EXISTING 24' WATERLINE WAS OBTAINED FROM RECORD DRAWINGS AT THE CHAMPLAIN WATER DISTRICT OFFICE. CATS"nlG 18' WV.-373.93 E%l::IINC DARN NW S' END CAP EXISTING 24' 91CD 4. - CONTRACTOR SHALL COORDINATE ALL WORK INSIDE THE RWTE 11. RIGHT-OF-WAY W1H 7HE VERMONT AGENCY O CBIB 1 WATERLINE. TRANSPORTATION DISTRICT wTH 'MEGA -LUG RETAWE W /5 OFFICE. 1 RIM-J79.00 EXISTING CULVERTS / /• 22.9' DEPTH UNKNOWN k iNRUST BLOCK I8' IN 374.31 H\ TO REMAIN V 5. THE CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING PAVEMENT, ALL PAVEMENT AND GRAVEL SUBBAS,. 1 NW 8' REMOVE k REPLACE ~% / REPLACEMENT SHALL MATCH THE THICKNESS OF THE EXISTING PAVEMENT AND GRAVEL SUBBASE. GATE VALVE T CB/9 NEW HYDRANT ASSEMBLY EXISTING PAVEMENT •f I Of HYPR R 45' BENDS RIM-390.31 k CURBING \ 1 6. I MINIMUM OF L nMES.Y TRAFFIC ALONG ROUTE 116 AND A MINIMUM OF WE -WAY TRAFFIC ALONG OLD FARM kGAU SHALL BE 0,/]4/OI A 1 IB' INV.-J74.a4 MAINTAINED AT ALL TIMES. CB 10 \ \ 7. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WIN THE 'SPEOFICAnWS AND DETAILS FOR THE INSTALLATION OF WATER NEW J' CL 160 PVC '�jA 1- r`5b 18' NV.-3 1 \\\ / �• - iDRCwAIN n C l IB' INV.-174.SB ` LINES AND APPURTENANCES FOR ALL WATER SYSTEMS OWNED BY THE CHANPUIN WATER DISTRICT. THE CITY Of SOUTH BUfWNGTOI, p+W� � Cd.CNESIER FIRE d51itlCi (f, AND THE VILLAGE OF ,ENGIRD'. NEW 8'K 271' SDR35 PVC M D I NEW 8'X 37 + m OBn1 `.TO \ \ • I / / GIP CUAVERT 9. THE CONTRACTOR SHALL COORDINATE WITH -THE SOUTH BURLINGTON FIRE DEPARTMENT ON THE FINAL LOCATION AND INSTALLATION 5-0.0800 fT./fT. 1 I I \ .0 PVC n � 18*RIM MV.-3 35 ENNEU'I DRIVE \ I / 70 REMAIN �` OF ALL NEW HYDRANTS. NEW 8"+6' TEE AND 1 Tom,+y I 5-035 P fr./T'T. le• 378.374.53 WATER SER \/ - •� EXISTING AIR RELEASE MANHOLE 6' CATS VALVE n1 LRA[N01W1 / 1 '- To REMAIN / NEW 18•v 27 HOPE snNc r?- I •(._• J• 1 ` W WET TAP SIX 2 R./FL NW BIT. W I60 WIDE p 4 49' BEND RUSSELL TILLEY BIT °A7M 1 1 z a 1 { r l 1 EW 22-1/2' BEND N/F NEW / / k THRUST BLOCK HYDRANT NU 1 I NEW AUXILIARY DISCHARGE MANHOLE, EXISTING 105O POLE 1 `-DUST ASSEMBLY ' I SEE DETAIL V.A0.T� +\ �� a[wcA1[0 mRAN1 ..' 4 it T' `. I 6'. 12' SOR35I PYC � .. 1 - i I NW PUMP STATION :NXK. MCNVMENT ' / NEW 8'r 171'-0. 22 F PVC ::. " j ..J76/oa ... ... � . ' STUB FOR FUTURE USE n �, W ll W 3' CL 160 PVC ::. 4,� 1.� 1 / EXbi9NG 36' f'�' I( 1 \ FORCEMAW NEW 3' CL 160 PVC 5-0.0222 FT./FT. . '/ '` ::h I 1 I 1 I 1 I RIM-J65.S0 \ / 1vyI yyUU 'INV M-3%.00 (STUB) STIEL REflR .�� \\ t 160 PAIN % ) I GrtAKy OPoVE\ /\ / I 1 8' WV IN-355.28 .�; NE CHAIN GATE. ) i i/F.M. WV. GUT-356.00 \ \ W r D.I. / / .-- \'\ NEW e',6- TEE AND .: � EW Bjp SEE IDETAR / \ 1 I\ i / 6' GATE VALVE :•:: \ WA U ISERwcE ) 1 I 1 1 1 \ EXISTING + •.. •.. •.. \ • (J'? n \ BARN / / V + �::::: / .. :.. � : OB :. \ 1 I / 1 � \ I\I \ 1 \ 6'. 12' SDR35 PVC \ I 1 1 I STUB FOR FUTURE USE Q c9nl L\x6 SNDLCAPi ) \1 1 I 1 Il I \ 1 \ _-. --- IZT I EWsnNc PORID NEW 15'. 27' HOPE 'Ew / �+ia-147 Hok REMOVE 4 RESET \ / 9 .. '. P / W 1 y26' HOPE \ I S-0.005 AT./FT.\ I 1 1 1 } I ) �a, SIDE �� \ Y\' \\ ! EASIWG gW OVE EXI NEWGFORCEMAIN \ '\. % 7{ ' C 0.005 rt.IFT. CRIB _FUTURE LOT 8 55 DIVE 1\ III I I I I \ AIR RELEASE k �� -- -- 1 .:. I ,r I \ CLEAN -OUT MANHOIE. NEW CONCRETEI / \ \1 ! pL CURB '-'6`- SEE DETAILS .:....' W rX 39' SDRJS PVC • r ; Ew HYORANr I s-o.o209 Fr./iT. 1 1 \ / ASSEMBLY NEW BIT. DWG. .:�/ N I \\ \ \\ \ 1 I I r BIKE PAG .. �.. .. NEW 8'. S' CA57 NOl NEVI }6 x:76 HOPE - \ NEW CONCRETE J j �� W 8 DI .... WT 0 CURB ay5 . , WATERIRNE ... ... ....:. ' CLEAN I FL/Frr '' NEVICLNN6D.' C 1 I 1 �• jt B' ..:..: .. ,...NEW 6- DV, / 1 i�TTY BI7 \ NEW'BLIIIMINWS CONCRETE\ 111 .11 \I 11 ILO 1\ 1 11 V��-•fO �'r +e WATER SERVICE is •A �Y •1 p`1 :: ill ... '. I PARKING AREF \ 1 1 1 1 1 \ I'��STT 5• OMB FT C w CONC. T \ 1 13.36 A S E \ I / \ i x 5 , ..... '. •� .... _LN WRe /' `P 1 1 1 � �\ E 1 INV. 377. NW Irx 121' I 1 \ 1 1 \ \\ \\ TILLEY FAMILY I I 1 I i NEVI 1r.J2' FT./VT. \ M\ I / Yaoo9 rT.1tT 1 1 1 1 1 \ \ LIMITED PARTNERSHIP I RpNovE ..::. :... .. -' � .... s-o.00s rt/Fr \ ! / wCOW{ I \\ Ay --flEtgcATE cw dTUMIHWs 1 rA l ✓ I 1 1 1 1 \ \ \\\ \ N/F TINo \ . 8 ON REM ROADWAY. 1 I /! 1 II... SEE ROADWAY DETAILS : NEW IRCN nx-" (2) 8' IS' ND9 RILE RA �HRusT B{B�EDCKS / / .. EMovE T • -ate ? ` i \ z - : ,2a•� i s I 1 I \ \ \\\ \ \ C '+ .).. •.• -� E%ISTNC TREE \ NEW GVRBED \ \ ."�-� / It PR \ \ PR SED BUILDING 1 1 I 1 \ \ \ \ I[ e/ NEW g 5 I 4( ISL/iN4 WALKS.ODOSF 1 S: 24 / / I 11 11 \\ \\ \\\\ \N \ E 4 M C D I / , CONCRETE CURB L 1(2) NW 3' NEW BUILDING LIGHT 701�,tTT, METAL HALIDES ` / / MOUNTING [IRON NW / NEW trK �4' LbPE ...... .. (,YRGAL) ./Fr. / \ \ \ \ L.vJ ... :'. '. .. Sn0005 FT:/ri sE+B"D .. 1. a' A s .:x::' \ \\ }\ SWFW / I / \\ \\ \\ \\ \ 1 \ Rm CI�,y } 1 . ION LIGHT LIGHT Fl%GRE Ir CpNC \ ! \NEW CONC. \ \ // Y SIDE O ��iOCi ..... .. ..... /1 :.. \ 175 W T. METAL HAUOE / \\ \ \ ..-. -� W SCREENED Cl1RR --T A L�'IlRB a-• - I \ 1 1 _S I 1 C Ld INWSTRI AND I8 MOUNTING NEIGH \ \ \ I \ 1 INGAIN S CONCRETE DUMpSTEA LOCATION I \ I 8• MR 35 F P� \ \ o \ r s NV.•J73.00 \ -_ r- 0 VAn FI ND OPE ACE \ ^ \ 1 I ' (TYPICAL) 1 I \ \ PARKING AREA JI ROOF GRANS \ \ \ \ 1 I SCREENED O \ \ \ \ \ \ \ NEW 18I'. %' HOPE O / / \I11 1 1 \ s-door FT./TE 1 LocArloN\ \\ WJyP[ sTWf NEW TYPE INEW OR LINED drex / STONE PAD \ \ \\ \ I / \ 1 y,.•\\ \\ \I ° \ �P ` i 1 , \ �1✓ 1 /C NV.,.170. NEW i SIN LRrO iR BOOTTOM �vo=367 B �"�" NORMAL WATER ELT\ 373 C' MAX WATER ELEv.3iI \ \ O e \ rP� I �. LNIT OF GLASS W // / // I OT A (STREETI #62)rT�PIPyE MER.ANDS / "2 ACRES I I / / - _ _ _ NEW GRASS NEW E i TO I \ ( , \\ STW PAD \ \ /+•� `i NItiE58URG \ I \ • \ / / / / // / 4„ / ( 1\ �k�,� \ \ \ \ / NITS' / _;• / 163 1 LIMIT OF CLASS ■ ORION lEm�,yE,71,8ND3 CLASS R WEILAND UMI 65' - TOP a CONCRETE MoxuMENT W�TM STATE OF VERMONT -INTERSTATE 89 .s!$tnL.- BASIN �NC` ��M 65• WEST OF NWESWRG ROAD OKRPASS, OVERFLOW SPE=WAY •O EDGE OF ROW, INTERSTATE 59 ELEV NORT1 390. 5 (U.SGS AGEpp M) APR 2 S 2003 PIZZAGALLI CONST. CO. PROJECT RTIE DRAWING TITLE Survey Scale DATE 04123103 IsraPin ryuW TocAaroti r R VTRAA6 BY JPX CLIENT PAW pF .. rri.. dIRY P'=40 40 0 40 BO 120 DATE REN9q! ALVISLD PAOJ2Y7 STATS 70 SHON BY ,� Design Ronald L. JLlamlin Job 09 z 2 SrPARATr FROM YARD Sr BACr GD.MTS JPx PIZZACALLI PROPERTIES, LLC MOUNTAIN VIEW BUSINESS PARK y {�i p\� : Own JPX owzd1 zn of-z6c -FDATE 9oN ADDED NOTE 06 & Br P.0. BOX 2009 HINESBURG ROAD , A i W TUNA noT I W _ SITE PLAN A+ (l 'q F` Scale / . = 40' 07 29 2 ADDED NORTH STUB TO SLX 9 JFX �ln b JPX L ng2 neeTS Ac. DATE REnONPEVISED DRAWING 4 FRO.W 2 TO I By S0. BURLINGTON, VERJNONT 05403-2009 SOUTH BURL]NCTON, VER�I/ONT +, o�,G\z� Checked Dr4,q 06 6 2 & ADDED OAT A DEVELOPAFENT JPX , 0 �0 ,,, WY-;�0� MI6 �X 136 fAar! S'17ee4' ,.... __ REW�a( AVVISA'D HYDRANT LOCATIONS A BY DATL REASON aaara Harr r, raara Iar.A"�•�`�r.w ,ar BY I �o �, 6oco 70; ri= 7W�I %n6,16,< <tlao 4W 6 /) .14 . 4rf 5- CFA t (-/ y f ?,,7,4, -... / O� 3 - 5. State of Vermont Agency of Transportation National Life Building T� ^� Drawer 33 Montpelier, VT 05633-5001 Charles Hafter City of South Burlington 575 Dorset Street S. Burlington, VT 05403 Dear Mr. Hafter: VTfans Working to ref You There May 16, 2003 Subject: South Burlington VT116 L.S. 126+65 RT-148+45 RT Your application for a permit to work within the State highway right -of way to install water main and sanitary sewer force main, at the location indicated, has been processed by this office and is enclosed. Please contact the District Transportation #5 Office, to discuss the permit conditions and to arrange for their timely inspection of the work. The telephone number in Colchester is (802) 655-1580. Sincerely, Pete Daye Project Supervisor Utilities & Permits Unit Enclosures CC'. Richard Hosking, District Transportation Administrator #5 Troy Kittell, Pizzagalli Properties, LLC www.aot.state.vt.us Telecommunications Relay Service 1-800-253-0191 Vermont is an Equal Opportunity Employer PERMIT ID# 7 7-73 1 I FOR AGENCY USE ONLY Toavr, 5-011- 1 Route //(,, Mile Marker 2, yp -- Z P� / STATE OF VERMONT Log Station_ /Z(,-t H 1Y8-ij S/` AGENCY OF TRANSPORTATION PERMIT APPLICATION Owner's/Applicant's Name, Address & Phone No. CITY Gib SOLr7N BuQCi� Gins✓ ST, S , gi.4 R-,- , n.t,- T, Co -Applicant's Name, Address & Phone No. (if different from above) // 2:�,o L �s y12o�zT��s , (.1...C_. �Y Kiyq- s B r , L)6T) J ►/7 D5#09 /8o2i 16�g woo The location of work (town, highway route, distance to nearest mile marker or intersection & which side) S , eU A6To ri/ - /t/o ITN OF I/(o , ! ,4D6£ S � 9 f/I�T ��Z� IMF LTG ///� 0 a Description of work to be performed in the highway right-of-way (attach sketch) 1-�l/5?ryLL ruRT�i2 ,slog.✓ ,o/ib SX�iVJTb!?�`i S- itueGE 00A4 O U o � � Property Deed Reference Book: Page: (only required for Permit Application for access) co U CL Is a Zoning Permit required? Yes ❑ No 2- If Yes, # a ¢I Is an Act 250 permit required? Yes ❑ No P q [2/- If Yes, # Other permit(s) required? Yes ❑ No LD - If Yes, name and # of each Date applicant expects work to begin 5f/Z/o3 20 1 Owner/Applicant Signature Co -Applicant --' Signature —1; PERMIT APPROVAL This covers only the work described below: Pe-rmissicn is granted to work within the state highway right -of -moray to install_ water main and ,sanitary surer force Train in accordance with the attached plan and permit special c aiditioris. The work is subject to the restrictions and conditions on the reverse page, plus the Special Conditions stated on the attached page(s). Date work is to be completed D2.(-ter J , 20 2 By t ti ` / Issued Date nay i.7, 2(-X)3 Authorized Represep0tive for Secretary of Trans ortation NOTICE: This permit covers only the Vermont Agency of Transportation's jurisdiction over this highway under Title 19 Section 1111 VSA. It does not release the petitioner from the requirements of any other statutes, ordinances, rules or regulations. SEE OTHER SIDE FOR ADDITIONAL CONDITIONS No work shall be done under this permit until the owner/applicant has contacted the District Transportation Office at: District #5, (802) 655--1580 TA 210 10/2000 (All previously dated editions are not valid) RESTRICTIONS AND CONDITIC 'I DEFINITIONS: "Agency" means the Vermont Agency of Transportation "Engineer" means the authorized agent of the Secretary of Transportation "Owner/Applicant" means the parxy(s) to whom the permit is to be issued. "Co -Applicant" means the party who performs the work, if other than Owner/Applicant GENERAL: E 0 Ll The Owner/Applicant shall be responsible for all damages to persons or property resulting from any work done under this permit, even if the Applicant's Contractor performs the work. All references to the Owner/Applicant also pertain to the Co -Applicant. The Owner/Applicant must comply with all federal and state statutes or regulations and all local ordinances controlling occupancy of public highways. In the event of a conflict, the more restrictive provision shall apply. The Owner/Applicant must, in every case where there is a possibility of injury to persons or property from blasting, use blasting mats and bags of sand, if necessary, to prevent the stone from scattering. All existing utility facilities shall be protected from damage or injury. The Owner/Applicant shall erect and maintain barriers needed to protect the traveling public. The barriers shall be properly lighted at night. The Owner/Applicant shall not do any work or place any obstacles within the state highway right-of-way, except as authorized by this permit. The Owner/Applicant shall install catch basins and outlets as may be necessary, in the opinion of the Engineer, to preclude interference with the drainage of the state highway. The Owner/Applicant may pay the entire cost of the salary, subsistence and traveling expenses of any inspector appointed by the Engineer to supervise such work. The Engineer may modify or revoke the permit at any time for safety -related reasons, without rendering the Agency or the State of Vermont liable in any way. In addition to any other enforcement powers that may be provided for by the law, the Engineer may suspend this permit until compliance is obtained. If there is continued use or activity after suspension, the Engineer may physically close the work area and take corrective action to protect the safety of the highway users. As development occurs on land abutting the highways, the Agency may revoke a permit for access and require the construction of other access improvements such as the combination of access points by adjoining owners. By accepting this permit, or doing any work hereunder, the Owner/Applicant agrees to comply with all of the conditions and restrictions. This permit (if for access) does not become effective until the owner/applicant records in the office of the appropriate municipal clerk, the attached "Notice of Permit Action" UTILITY WORK; CUTTING AND TRIMMING TREES: The Owner/Applicant shall obtain the written consent of the adjoining owners or occupants or, in the alternative, an order from the State Transportation Board in accordance with Title 30, Section 2506, Vermont Statutes Annotated, regarding cutting of or injury to trees. In general, all utilities shall be located adjacent to the highway right-of-way boundary line and shall be installed without damaging the highway or the highway right-of-way. No pole, push -brace, guy wire or other aboveground facilities shall be placed closer than 10 feet to the edge of traveled -way. If the proposed utility facilities are in conflict with the above, each location is subject to the approval of the Engineer. Poles and appurtenances shall be located out of conflict with ditches and culverts. Where the cutting or trimming of trees is authorized by permit, all debris resulting from such cutting and trimming shall be removed from the highway right-of-way. Open cut excavation for highway crossings is NOT the option of the Applicant, and may be utilized only where attempted jacking, drilling, or tunneling methods fail or are impractical. The Owner/Applicant shall obtain an appropriate modification of the highway permit from the Engineer before making an open cut. The parry or parties to whom the permit is granted shall be responsible for corrective action within the work area for a minimum of 18 months from the date of completion or acceptance. JOINT PERMITS: A joint permit application is required when more than one party will be involved with the construction, maintenance, and/or operation of the facility being constructed under this permit. Examples include, but are not limited to, joint ownership or occupancy of a utility pole line and construction of a municipal utility line by a contractor. Both utility companies, and in the second case, the municipality and the contractor, must be joint applicants. Charles Hafter South Burlington, VT116, L.S. 126+65 RT--148+45 RT May 16, 2003 Page 1 of 3 SPECIAL CONDITIONS This permit is granted subject to the conditions on the back of the permit, with particular attention given to the Special Conditions listed below. All work shall be accomplished in accordance with standard drawing D-20, copy attached the attached plan dated April 30, 2003. Failure to complete all the work, approved under this permit, by the "work completion date" may result in suspension of the permit (by separate correspondence) until the work is completed and approved by the Agency of Transportation. A copy of this permit, special conditions and standard will be in the possession of the individual from Pizzagalli Properties performing this operation. The Permit Holder shall use methods that will minimize tracking of material onto state highways. If tracking does occur, it will be immediately cleaned up so that traveling conditions and safety of highway users is not compromised. The Permit Holder will replace all disturbed/removed bituminous pavement to the full depth of the adjacent pavement, up to a five inch maximum depth. Blasting will not be allowed within the state highway right -of- way without written approval from the Vermont Agency of Transportation District #5 Administrator. Trench excavation material will not be stockpiled o the highway shoulders. Any excavation within 5-feet from edge of shoulder and more than 5-feet drop must be sheeted to prevent undermining of the highway pavement. The Permit Holder must rehabilitate the highway ditch to its former alignment and grade. The extent of rehabilitation will be determined by the Vermont Agency of Transportation District #5 Administrator. Act No. 86 of 1987 (30 VSA Chapter 86) ("Dig Safe") requires that notice be given prior to making an excavation. It is suggested that the Permit Holder or his/her contractor telephone 1-888- 344-7233 at least 48 hours before, and not more than 30 days before, beginning any excavation at any location. A preconstruction meeting must be held prior to the Permit Holder's employees or contractor beginning work to discuss work to be completed. The Permit Holder is required to notify the District Transportation Administrator five (5) working days in advance of such meeting. The Permit Holder is to have a supervisory representative present any time work is being done in or on the State Highway right-of-way. Charles Hafter South Burlington, VT116, L.S. 126+65 RT-148+45 RT May 16, 2003 Page 2 of 3 Roadway shoulder areas will be maintained free of unnecessary obstructions, including parked vehicles, at all times while work is being performed under this permit. All grading within the highway right-of-way associated with the proposed construction shall be subject to inspection and approval by the District Transportation Administrator or their staff. In areas to be grass covered, the turf shall be restored by preparing the area and applying the necessary topsoil, limestone, fertilizer, seed, and mulch to the satisfaction of the District Transportation Administrator. All work in the State highway right-of-way shall be performed during normal daylight hours and shall cease on Sunday, on all holidays (which shall include the day before and the day following), during or after severe storms, and between December 1 and April 15, without specific, written permission from the District Transportation Administrator. These limitations will not apply for the purposes of maintenance, emergency repairs, proper protections of the work which includes, but is not limited to, the curing of concrete and for the repairing and servicing of equipment. The Permit Holder shall be responsible to rebuild, repair, restore and make good all injuries or damage to any portion of the highway right-of-way that has been brought about by the execution of the permitted work, for a period of eighteen (18) months after final inspection by the District. Any variance from approved plans is to be recorded on "as-builts" with copies provided to both the Utilities Engineer and the District Transportation Administrator. Upon completion of the work by the Permit Holder, a final inspection will be held. The Permit Holder shall be responsible for all damages to persons and/or property due to or resulting from any work allowed under this permit. The Permit Holder shall defend, indemnify and save harmless the State, the Agency, and all of their officers, agents, and employees from all suits, actions, or claims of any character, name and description brought for or on account of any injuries or damages received or sustained by any person, persons or property, including all costs or expenses to defend against such suits, actions or claims. Open trenches or pits shall be filled at the end of each day. With permission from the District Transportation Administrator, trenches and pits may be left open for short periods of time if properly protected. In no case shall trenches or pits be left open over a weekend. All trees, brush, and old utility plant, removed under this permit, shall be cut flush with the ground, or as close as practical, and removed from the highway right-of-way. All wood chips from a chipping operation shall be blown into a suitable vehicle and removed from the highway right-of-way. Charles Hafter South Burlington, VT116, L.S. 126+65 RT-148+45 RT May 16, 2003 Page 3 of 3 It is incumbent upon the Permit Holder to verify the appropriate safety measures needed, prior to construction, so proper devices and/or personnel are available when and as needed. Traffic control devices, shall be in conformance with the MUTCD (Manual on Uniform Traffic Control Devices), Agency of Transportation Standards and any additional traffic control deemed necessary by the District Transportation Administrator. Failure to utilize proper measures shall be considered sufficient grounds for the District Transportation Administrator to order cessation of the work immediately. Construction will be performed in such a way as to minimize conflicts with normal highway traffic. When two-way traffic cannot be maintained, a sign package that conforms to the MUTCD or VAOT Standards, and trained Flaggers or Uniformed Traffic Officers, performing the functions of trained Flaggers, shall be provided. The District Transportation Administrator may request a similar sign package with Flaggers or Uniformed Traffic Officers whenever it is deemed necessary for the protection of the traveling public. STITZEL, PAGE & FLETCHER, P.C. ATTORNEYS AT LAW 171 BATTERY STREET P.O. BOX 1507 BURLINGTON, VERMONT 05402-1507 (802) 660-2555 (VOICEITDD) STEVEN F. STITLEL FAX (802) 660-2552 or 660-9119 PATTI R PAGE' E-MAD (FIRM2555@FIRMSPF.COM) ROBERT E. FLETCHER WRITER'S E-MAIL(TEUSTACE@FIRMSPF.COM) JOSEPH S. McLEAN WRITER'S FAX (802) 660-9119 TIMOTHY M. EUSTACE (-ALSO ADMITTED IN N.Y.) August 19, 2002 Robert J. Perry, Esq. Perry, Schmucker and Goldsborough, PLLC PO Box 2323 South Burlington, VT 05407-2323 Re: Tilley Farm, Hinesburg Road, South Burlington Right -of -Way Exchange Dear Bob: AMANDA S.E. LAFFERTY EDWARD G. ADRIAN I am writing to follow up our recent telephone conversation regarding the above -captioned matter. As we discussed, the City entered into an Offer of Dedication with Helen Tilley in connection with the approval of a two lot subdivision in 1983. The Offer of Dedication gave the City the option of selecting from among two possible routes for a public road. The City ultimately accepted the "northerly route" and released the "southerly route" by Quitclaim Deed in 1986. I have enclosed the following documents to assist you in your review of this right- of-way issue: 1. Offer of Irrevocable Dedication dated September 2, 1983 and recorded in Volume 191, Page 453; 2. Warranty Deed from Helen M. Tilley to City of South Burlington dated September 2, 1983 and recorded in Volume 199, Page 146 (southerly right-of-way); 3. Warranty Deed from Helen M. Tilley to City of South Burlington dated September 2, 1983 and recorded in Volume 199, Page 148 (northerly right-of-way); 4. Quitclaim Deed from City of South Burlington to Russell R. Tilley dated January 22, 1986 and recorded in Volume 211, Page 143 (releasing southerly right-of-way); 5. Survey entitled "Plan Showing Proposed Boundary Line Revisions Roy, Wright, and Tilley Farm, Old Farm Road, South Burlington, Vermont" prepared by Warren A. Robert J. Perry, Esq. August 19, 2002 Page 2 Robenstien, dated June 1983, last revised February 1987 and recorded in Map Volume 252, Page 86; and 6. Survey entitled "Boundary Plat Showing Subdivision of Lands of Pizzagalli Properties, LLC, Hinesburg Road, South Burlington, Vermont" prepared by Donald L. Hamlin Consulting Engineering, Inc., dated January 21, 2002, last revised February 22, 2002. Pizzagalli Properties, LLC is the current owner of the former "R. Tilley parcel #1" as shown on the Robenstien plan. Pizzagalli has constructed a roadway on the southerly boundary of the Tilley parcel in connection with the development of its property. This roadway ("Tilley Drive") is located within the same sixty foot strip of land that was previously conveyed by the Tilleys to the City of South Burlington as the "southerly route." During the course of the review process for the Pizzagalli project, the City determined that it would be preferable to own the sixty foot right-of-way where Tilley Drive is to be located (the former "southerly route") for future road purposes instead of the "northerly route" right-of-way, which it currently owns. As such, the City would like to deed the northerly strip of land back to Mr. Tilley in exchange for the southerly strip of land. Austin Hart, attorney for Pizzagalli Properties, LLC has prepared draft Quitclaim Deeds to facilitate this exchange. These documents are also enclosed for your review. Note that the proper grantee for the northerly strip of land should be Russell R. Tilley, rather than Helen M. Tilley. After you have had a chance to review the enclosed materials, please give me a call to discuss further. Thank you. Sincerel , Timothy M Eustace THE/jp Enclosures cc: Juli Beth Hoover Austin D. Hart, Esq. (w/out enclosures) son4916.cor PERRY 6 SCHMUCKER ATTORNEYS AT LAW ago WILLMTON ROAD R O. BOX 2323 SOUTH BURLM TON. VERMONT 05002 OFFER OF IRREVOCABLE DEDICATION Agreement made this 'D A 1 g a day of m4wct, 1983, by and between HELEN M. TILLEY (hereinafter referred to as "OWNER") and the CITY OF SOUTH BURLINGTON (hereinafter referred to as "CITY"). WHEREAS, the City Planning Commission has approved a two lot subdivision of OWNER's land on Hinesburg Road and Old Farm Road as shown on a plan entitled "Plan Showing Proposed Sub- division of Tilley Farm, Old Farm Road, South Burlington, Vermont" prepared by Warren A. Robenstien, dated June, 1983; and revised July, 1983; and WHEREAS, said subdivision approval by the Planning Commission required dedication of a roadway extending from the public highway to parcel 2 of the subdivision; and WHEREAS, it is in the best interests of the OWNER and the CITY to reserve a decision of the best location for the high- way until future conveyance or construction of improvements on parcel 2; and WHEREAS, one of the two proposed highways is to be dedicated to the CITY, free and clear of all encumbrances excepting the existing Green Mountain Power Corporation and Champlain Water District easements affecting the right of way designated "Alternate ROW"; and WHEREAS, the OWNER has delivered deeds of conveyance to the CITY for said highways; NOW THEREFORE, in consideration of the City Planning Commission's final approval and in further consideration of V Ps fie 41,4 II the sum of One Dollar in lawful money paid by the CITY to the OWNER and other good and valuable consideration, it is covenanted and agreed as follows: 1. The OWNER herewith delivers to the CITY two Warranty Deeds for the premises described in Exhibit A attached hereto, said delivery being a formal offer of Dedication to the CITY of one highway, to be held by the CITY until the acceptance or rejection of such Offer of Dedication by the council of the CITY. 2. Upon acceptance by the council of the CITY, of one of the offered highways, the Offer of Dedication of the other high- way shall be automatically withdrawn and shall be null and void thereafter. All right, title and interest in the unaccepted highway land shall revert to the OWNER, her heirs, successors, or assigns. To assure fee simple marketable title, upon the request of the owner of parcel 1, the City shall convey by Quit Claim Deed, all of its right, title and interest in and to the unaccepted highway land. Said Quit Claim Deed and any related documents shall be prepared by the owner, her heirs, successors or assigns at no costs to the City. 3. This irrevocable Offer of Dedication shall run with the land and shall be binding upon all assigns, grantees, successors and/or heirs of the OWNER. 7I.NATHE IiIESENCE OF:/_- -) OWNER. / HELEN M. TILLEY `N 7 PERRY 6 SCHMVCKER ATTORNEYS AT LAW I WILLISTON ROAD P. O. BOX 2323 SOUTH BURLINGTON. VERMONT 05402 - 2 - CITY CITY -OF SQUTV,6URLINGTON Vol.-199--- Pave 146 i PORN 911 VERNONT WARRANTY DEED I, HELEN 11. TILLEY, a widow Of South Burlington in the County of Chittenden and State of Vermont Grantor , in the consideration of - - - - - - - TEN AND MORE - - - - - - - - - - - - - Dollars paid to my full satisfaction by THE CITY OF SOUTH BURLINGTON, a municipal corporation organized under the laws of the State of Vermont of in the County of and State of Grantee , by these presents, do freely Ntur. Graidr ]Mt, (6armra Aub Oanfirm unto the .-aid Grantee THE CITY OF SOUTH BURLINGTON, a municipal corporation and its successors R�W6 and assigns forever, a certain piece of land in South Burlington in the County of Chittenden and State of Vermont, described as follows, viz: A strip of land, 60 feet in width, extending in an easterly direction from the easterly sideline of Vermont Route #116 to Grantor's remaining land (parcel No. 2) as shown on a plan entitled "Plan Showing.Proposed Subdivision of Tilley Farm, Old Farm Road, South Burlington, Vermont" dated June 1983, revised July 1983, prepared by Warren A. Robenstien and re- corded in Plat Volume (9rf at Page (, S of the City of South Burlington Land Records. Said land is designated "Proposed 60 ROW" on said plan. The centerline of said strip of land is located 215 feet northerly of a concrete monument marking the intersection of the northerly sideline of land owned by the State of Vermont (Interstate�Highway No. 89) and the easterly sideline of Vermont Route #116, as measured in the easterly sideline of said Vermont Route #116, and extends --• easterly to a point which is 520 feet northerly of an iron pipe set in the ground in the northerly sideline of said land owned by the State of Vermont, as measured along the westerly line of parcel No. 2 as shown on the aforesaid plan. Being a portion of the land and premises conveyed to Rollin L. Tilley (now deceased) and the herein Grantor, Helen M. Tilley, by Warranty Deed of Hiram F. and Fanny R. Tilley, dated January 10, 1961, as recorded in Volume 56 at Page 287 of said land records. Reference is hereby made to the abovementioned instruments, the record thereof, the references therein made, and their respective records and references, in further aid of this description. Y—'A r:na•,ty 7-0. 1.. 32 V.S.A. ehsp. 2ir —ACKNOWLEDGMENT �elY r. FK•0.•-l.. hie-90.fG CI Mn11� I:d 1. P,."7.• .L lam U.. t Olr.loDI.n. ACI. U.n. A. 4. _—_ C.«k as Haut .anb to BOB said granted premises, with all the privileges and ap- purtenances thereof, to the said Grantee THE CITY OF SOUTH BURLINGTON, a municipal corporation its successors g>eb2 and assigns, to their own use and behoof forever; .4nd I the said Grantor HELEN M. TILLEY for myself and my heirs, executors and administrators, do covenant with the said Grantee THE CITY OF SOUTH BURLINGTON, a municipal corporation its successors ksdxs and assigns, that until the ensealing of these presents I am the sole owner of the premises, and have good right and title to eonveu the same in manner aforesaid, that they are 3rrr Nram £orrq £nrumbranrr. except as aforesaid and I hereby engage to Warrant anb Erfrnb the same against all lawful claims whatever, 31n iilitnrae 30hrrraf. my hereunto set my hand and seal this 2nd day of September .4. D. 1983 3tiPrr9vitreot - OMNI Wo., 23 #latr Mf lirrmwd, lee. (founts Of Chittenden J 11t South Burlington this 2nd day of September .4. D. 1983 HELEN M. TILLEY personally appeared, and she acknowledged this instrument, by her sealed and subscribed, to be her free act and deed. Before me 42 J Cn , 4 ^.iC jCt,A-'0 _Notary Public (Title) Vol. 19P Pape 147 I Received for Record necemher 16, 1aQ3 at 9:30 a.m. O n Attest.KKLcK salty 911 VEBM01"f rrwnr.wn„ .u.•.•^• .-r s •� .. , ., o�.oi lrol. 199 Par-•e 14,9 �y 'i• 'i�IIII1 t 1079 `Ij a 1 I, hELEN M. TILLEY, a widow o ng f South Burliton in the County of Chittenden Grantor , in the consideration of and State of Vermont _ - - - - - - Dollars - - - - TEN AND MORE - - - - - - paid to my full satisfaction by THE CITY OF SOUTH BURLINGTON, a municipal corporation orcanized under the laws of the State of Vermont in the County o f o Grantee , by these presents, do and State of Vermont unto the !aid Grantee freely Citur. (grant. 5rll. (Gnnnrp Anb lZonfirm .i THE CITY OF SOUTH BURLINGTON, a municipal corporation succe sors and its hs=.x and assigns for ne the certain piece of land in South Burlington nd State of Vermont, described as County of Chittenden follows, viz: A parcel or land, 60 feet in width, extending in an easterly direction `rom the easterly sideline of Old Farm Road to the westerly sideline of land designated parcel No. 2 on a plan entitled "?!an Showing Proposed Subdivision of Tilley Farm, Old Farm Road, South Burlington, Vermont" dated June 1983, revised July 1983, prepared by warren A. Robenstien and re- corded in Plat volume ,Ick9at Page (0, of the City of South Burlington Land Records. Said parcel of land is designated "Alternate ROW" on the aforementioned plan. The northerly the sideline of said strip of lands hall centerline of a right of way granted to Green coinc1Mountain dent hPower deed datd Corporation 167e8 ofbsaidyrecorded in land records. Said land is subject to the aforementioned easement. Being a portion of the land and premises conveyed to Rollin L. (now deceased) and the herein Grantor, Helen M. Tilley, Tilley by Warranty Deed of Hiram F. and Fanny R. Tilley, dated January 10, 1961, as recorded in Volume 56 at Page 287 of said land records. Reference is hereby made to the abovementioned instruments, the record thereofthe references therein made, and their respective records and references, in further aid of this , description. 7 _", ",ty r,•nrlu Try 32 V.S.A. Chao. 231' —ACKNOWLEDGi4ENT I.. vri0—lDMC c1 H,.- R,i. N,c'E." l 1r.rluDn w Fl— A:I. 1.:,. Sri C. �r u,n iiuur anb !u iiolb said grant �emisea, with at the < « 1 1nq p ,,tgnances thereof, to the said Grants I THE CITY OF SOUTH BUR' TON, a municipal corporation 14� its successors:4xien and -sign," to their own use and behoof forever; Ind I the said Grantor HELEN M. TILLEY for myyself and my heirs, ezecutors and administrators, do covenant unt Lhe said Grantee THE CITY OF SOUTH BURLINGTON, a municipal corporation its successors �g�cand assign$, that until the ensealing of these preaentr I am the sole in manner aforesaid,rthates, and have k400d right and title to onveu the they are err from Eurtq Enrutnbr nrr same except.as aforesaid and I hereby engage to Warrant Anb $rfrnb whatever, ?In Mihiran iilhrrrof, I this 2nd day of J 11 pret;ellre of $tale V Irrmmd, lZounip Of Chittenden the same against all lawful claims hereunto set my hand and seal September .4. D. 1983 RL South Burlin gton pt 2nd day o/ ember R. D. 1983 HELEN It. TILLEY personally appeared, and she acknowledged this e act instrument, by her sealed and subscribed, to be f pp Before me 71 Notar Pl�hl i r (Title) Received for Record Decemher 16, 19,93 at 4:35 a.m. r Attest�(�Q„nn c I \ CITY CLFRY , N FORM FI] vERMONT QUIT CLAIM DEED [� +u+BtANx •, s..., •,,, . • ... �..... flip f lip� l 11i1t ?t, City of South Burlington ,ej South Burlington it, she. Chittenden and Stale .rf Vermont (;rattled its t he ruti..iderali„rr of ---------------TEN AND MORE ----------------------------------- J),,llarx pair! 1rr its /aN .w ti Ay%r.•ri we- Ls,/ Russell R. Tilley „J' South Burlington its the, ('ururlp ,j Chittenden and Stine uj Vermont (lrnrrls,e• , heirs, REMISED, RELEASED, AND FOREVER QUI.1'CLAI\IED tittle, thr xaid Russell R. Tilley sell right used title- eihich the City of South Burlington ,. successors ter its /MMItur•e in, tiled Is, is rerluia piece r,% /and in South Burlington in the ('rrsea(y of Chittenden and Slate erf 1'ernrwrt, dexeriteed ux fullurl•s, ri:: A parcel of land, 60 feet in width, being all and the same land and premises conveyed to the Grantor by tlarr.anty Deed of the Grantee dated September 2, 1983 as recorded in Volume 199 at Pages 146-7 of the City of South Burlington Land Records. This deed is one of two deeds to relocate the southerly most roadway offered by the Grantee to the Grantor by Offer of Dedication dated September 2, 1983 as recorded in Volume 191 at Page 453 of said land records as supported by Warranty Deeds dated September 2, 1983 as recorded in Volume 199 at Pages 146-7 and 199 at Pages148-9 of said land records. Reference is hereby made to the above -mentioned instru- ments, the record thereof, the references therein made, and their respective records and references, in further aid of this description. TO HAVE AND TO HOLD . right and title in and to sold quit- eluirned pretenses, with lire uppurler+anc•es thereuj, to the suid Russell R. Tilley his heirs and sessiens furerrr. AND FURTHERMORE it the suid City of South Burlington duesfor itself and its heirs, e.recaturx utrd udnrinixtrulurs, cavemen/ toi(h the said Russell R. Tilley Vol. 211 Page143 ^^ V_ 1 Vol. 211 Pages.-L44.... �t.._.. heirs uml assiEn.•. that from and after the unsealing of there pre..ents the said City of South Burlington will )acre and cluinn no rielnt, in, or to file said quit-cluinn•d prenciscs. IN WITNESS 11'IIEREOF• I hereuutt, --I my hand uccd seal this ,1 �Irlf( clay of January .4. D. 1986 CITY OF SOUTH BURLINGTON By: 1!0.e;4!L - /r/�� -- William zymanski, City Manage STATE OF VERMONT, .it South Burlington this Chittenden County f ss' 9dr�d day of January .1. 1). 1986 William Szymanski, duly authorized agent of the City of South Burlington persunullyappeared, and he ueknuutedeed this ins(runlent, by him seuled and subscribed, to he his free act and deed, and the free act and deed of the City of South Burl gton. /Ir/'arc the .... Notary Public ' - 1Tirh•1 . 4lre,ac� PmovCr IRrnu,r [.r n vs c cmp "Ir —ACKNOWLEDGMEN•I - ft.,i.i -s s•.,r,...A i {•. Cif �1�,yyLryy,.Pu Received for Record January 29, 1986 at 10:30 a.m. Attest:- t - CIT- LERK [Northerly 60' ROW] QUIT CLAIM DEED KNOW ALL PEOPLE BY THESE PRESENTS, that THE CITY OF SOUTH BURLINGTON, a municipal corporation organized under the laws of the State of Vermont (the "Grantor"), in consideration of Ten or More Dollars paid to the Grantor's full satisfaction by HELEN M. TILLEY, of South Burlington, Vermont (the "Grantee"), have REMISED, RELEASED, AND FOREVER QUITCLAIMED unto the Grantee, and the Grantee's heirs, successors, and assigns, all rights, title, and interest that the Grantor, or the Grantor's heirs, successors, or assigns, have in and to certain land and premises located in South Burlington, Chittenden County, Vermont, described as follows (the "Property"): Being all and the same land and premises conveyed to The City of South Burlington by Warranty Deed of Helen M. Tilley, dated September 2, 1983, and recorded in Volume 198, Page 148 of the City of South Burlington Land Records, and being more particularly described therein as follows: A parcel of land, 60 feet in width, extending in an easterly direction from the easterly sideline of Old Farm Road to the westerly sideline of land designated parcel No. 2 on a plan entitled "Plan Showing Proposed Subdivision of Tilley Farm, Old Farm Road, South Burlington, Vermont" dated June 1983, revised July 1983, prepared by Warren A. Robenstein and recorded in Plat Volume 197 at Page 65 of the City of South Burlington Land Records. Said parcel of land is designated "Alternate ROW" on the aforementioned plan. The northerly sideline of said strip of land shall be coincident with the centerline of a right of way granted to Green Mountain Power Corporation by deed dated February 17, 1977, as recorded in Volume 131 at Pages 167-8 of said land records. Said land is subject to the aforementioned easement. Being a portion of the land and premises conveyed to Rollin L. Tilley (now deceased) and the herein Grantor, Helen M. Tilley, by Warranty Deed of Hiram F. and Fanny R. Tilley, dated January 10, 1961, as recorded in Volume 56 at Page 287 of said land records. Reference is hereby made to instruments and plans referred to above and the records thereof, and the instruments and plans referred to therein and the records thereof, in further aid of this description. TO HAVE AND TO HOLD all of the Grantor's rights, title, and interest in and to the Property, with all appurtenances thereof, to the Grantee, and the Grantee's heirs, successors, and assigns, to the Grantee's own use and behoof forever. AND FURTHERMORE, the Grantor, for the Grantor, and the Grantor's heirs, successors, and assigns, does covenant with the Grantee, and the Grantee's heirs, successors, and assigns, that from and after the ensealing of these presents, the Grantor will have and claim no rights, title, or interest in or to the Property. IN WITNESS WHEREOF, The City of South Burlington has caused this instrument to be executed by its duly authorized agent this day of 92002. IN THE PRESENCE OF: THE CITY OF SOUTH BURLINGTON BY: Witness Charles Hafter, City Manager and Duly Authorized Agent STATE OF VERMONT CHITTENDEN COUNTY, ss. At South Burlington, in said County, this day of , 2002, CHARLES HAFTER, City Manager and duly authorized agent of The City of South Burlington, personally appeared, and he acknowledged this instrument, by him subscribed, to be his free act and deed, and the free act and deed of The City of South Burlington. Before me: Notary Public My commission expires: 2/10/03 2 VERMONT PROPERTY TRANSFER TAX RETURN VERMONT DEPARTMENT OF TAXES MONTPELIER, VERMONT 05609-1409 (PLEASE TYPE OR PRINT CLEARLY) A SELLER'S (TRANSFEROR'S) NAME(S) COMPLETE MAILING ADDRESS FOLLOWING TRANSFER SOCIAL SECURITY NO.(S) OR FEDERAL IDENTIFICATION NO. The City of South Burlington 575 Dorset Street, South Burlington, VT 05403 X B BUYER'S (TRANSFEREE'S) NAME(S) COMPLETE MAILING ADDRESS FOLLOWING TRANSFER SOCIAL SECURITY NO.(S) OR FEDERAL IDENTIFICATION NO. Helen M. Tilley Old Farm Road, South Burlington, VT 05403 X C PROPERTY LOCATION (Address in full) D DATE OF CLOSING Old Farm Road, South Burlington, Vermont 05403 04/ /02 E INTEREST IN PROPERTY 1. 0 FEE SIMPLE 3. ❑ UNDIVIDED % INTEREST 5. ❑ TIME-SHARE 7. ❑ EASEMENT/ROW 2. ❑ LIFE ESTATE 4. ❑ UNDIVIDED % INTEREST 6. ❑ LEASE 8. ❑ OTHER F LAND SIZE (Acres or fraction G SPECIAL FACTORS: HAVE DEVELOPMENT RIGHTS BEEN CONVEYED X NO YES thereof) WAS SALE BETWEEN FAMILY MEMBERS X NO Y 7- TATE-RELAfii6P8FfIh FINANCING: ❑ CONVENTIONAUBANK ❑ OWNER/FINANCING ❑ OTHER H BUILDINGS ON PROPERTY AT THE TIME OF TRANSFER (CHECK ALL THAT APPLY): 1. X NONE 5. ❑ FARM BUILDINGS 9. ❑ STORE 2. ❑ FACTORY 6. ❑ MULTI -FAMILY WITH (INSER'rw..m) DWELLING UNITS 10. ❑ OTHER TRANSFERRED VESCKHJE 3. ❑ SINGLE FAMILY DWELLING 7. ❑ MOBILE HOME YEAR MAKE SER. NO. 4. ❑ CAMP/VACATION HOME 8. ❑ CONDOMINIUM WITH (wo.0 Numm..) UNITS TRANSFERRED CHECK WHETHER THE BUILDINGS WERE EVER ❑ OCCUPIED ❑ RENTED ❑ WILL BE RENTED AFTER SALE I PRIMARY USE OF PROPERTY BEFORE TRANSFER (CHECK ONE): 1. ❑ PRIMARY RESIDENCE 3. ❑ CAMP/VACATION 5. ❑ OPERATING FARM 7. ❑ COMMERCIAUINDUSTRIAL 2. 0 OPEN LAND 4. ❑ TIMBERLAND 6. ❑ GOVERNMENT USE 8. ❑ OTHER J PRIMARY USE OF PROPERTY AFTER TRANSFER (CHECK ONE): 1. ❑ PRIMARY RESIDENCE 3. ❑ CAMP/VACATION 5. ❑ OPERATING FARM 7. ❑ COMM ERCIAUINDUSTRIAL _ 2. 0 OPEN LAND 4. ❑ TIMBERLAND 6. ❑ GOVERNMENT USE 8. ❑ OTHER WAS PROPERTY PURCHASED BY TENANT X NO YES DOES BUYER HOLD TITLE TO ANY ADJOINING PROPERTY NO X YES K CURRENT USE VALUE PROGRAM: IS ANY PORTION OF THE LAND BEING CONVEYED SUBJECT TO A LIEN OR OTHER RESTRICTIONS UNDER THE AGRICULTURAL AND MANAGED FOREST LAND USE VALUE PROGRAM CHAPTER 124 OF 32 V.S.A. ❑ YES X NO L IF TRANSFER IS EXEMPT FROM PROPERTY TRANSFER TAX, CITE EXEMPTION FROM INSTRUCTIONS AND COMPLETE SECTIONS M, N, AND O BELOW. Exemption 4; Transfer which corrects a transfer previously recorded without consideration M TOTAL $0.00 N PRICE PAID FOR 0 PRICE PAID FOR $0.00 PRICE PAID I I PERSONAL PROPERTY REAL PROPERTY STATE TYPE OF PERSONAL PROPERTY IF PRICE PAID FOR REAL PROPERTY IS LESS THAN AIR MARKET VALUE, PLEASE DESCRIBE: Transfer w/out consideration to correct a previous transfer MAKE CHECKS PAYABLE TO: VERMONT DEPARTMENT OF TAXES [$0.00 P TAX DUE: Enter amount from rate schedule on reverse side. COMPLETE RATE SCHEDULE FOR ALL TRANSFERS Q DATE SELLER ACQUIRED 09/02/83 R IF A VERMONT LAND GAINS TAX RETURN IS NOT BEING FILED, CITE EXEMPTION FROM INSTRUCTIONS ON PAGE 4 OF THIS BOOKLET 2 (CONTINUED ON REVERSE SIDE) THIS SECTION TO BE COMPLETED BY TOWN OR CITY CLERK TOWN/CITY ACKNOWLEDGMENT TOWNINUMBER DATE OF RECORD RETURN RECEIVED (INCLUDING CERTIFICATES AND BOOK NUMBER PAGE NO. ACT 250 DISCLOSURE STATEMENT) AND TAX PAID. LIST VALUE $ GRAND LIST YEAR OF PARCEL ID NO. SIGNED CLERK GRAND LIST CATEGORY DATE FORM PT-1 (8/00) RATESCHEDULE 1. Tax on Special Rate Property: a. Value of purchaser's principal residence (not to exceed $100,000) (See instructions) ................... La b. Value of property enrolled in current use program ................................................. ..... ..... b. c. Value of qualified working farm................................................................... . c. d. Add lines la, band c...................................................................................... .. . d. e. Tax rate................................................................................................ c. f Tax due on Special Rate Property: Multiply Line id by Line le ...................................................... . ... f. 2. Tax on General Rate Property: a. Enter amount from Line O on front of return ........................................................................ 2.a. b. Enter amount from Line l d of Rate Schedule above.................................................................... b c. Subtract Line 2b from Line 2a................................................................. ................. . C. d. Tax rate.................................................................................... .......... ... cl e. Tax due on General Rate Property: Multiply Line 2c by Line 2d........................................ .. . ..... . . c. 3. Total Tax Due: FLOOD AND SUBDIVISION REGULATIONS AND ACT 250 CERTIFICATES Buyer(s) and Seller(s) certify as follows: A. That they have investigated and disclosed to every party to this transaction all of their knowledge relating to flood regulations, if any, affecting the property. B. That the seller(s) advised the buyer(s) that local and state building regulations, zoning regulations and subdivision regulations pertaining to the property may limit significantly the use of the property. C. That this transfer is in compliance with or is exempt from the subdivision regulations of the Agency of Natural Resources for the following reasons: 1. This property is the subject of Subdivision Permit No. and is in compliance with said permit, or 2. This property and any retained parcel is exempt from the subdivision regulations because (see instructions for exemptions): a. Parcel to be sold: Exemption Number 1 Number of acres b. Parcel retained: Exemption Number Number of acres Please contact the district office in your area to determine compliance with Act 250. (See map on page 34.) Seller(s) further certifies as follows: D. That this transfer of real property and any development thereon is in compliance with or exempt from 10 V.S.A. Chapter 151, Vermont's Land Use and Development Law (Act 250), for the following reason: 1. This property is the subject of Act 250 Permit No. and is in compliance with said permit, or 2. This property is exempt from Act 250 because: (list exemption number from instructions) b E. That this transfer-does/does not (strike one) result in a partition or subdivision of land. Note: If it does, an Act 250 Disclosure Statement must be attached to this return before filing with the town clerk. WITHHOLDING CERTIFICATION ❑ Buyer(s) certifies that Vermont income tax has been withheld from the purchase price and will be remitted to the Commissioner of Taxes with Form RW-171 within 30 days from the transfer, OR that the transfer is exempt from Income tax withholding for the following reason (check one): O 1. Under penalties of perjury, sellers) certifies that at that time of transfer, each seller was a resident of Vermont or an estate. 112. Buyer(s) certifies that the parties obtained withholding certificate no. from the Commissioner of Taxes in advance of this sale. 03. Buyer(s) certifies that this is a transfer without consideration. (See instructions for Form RW-171.) ❑ 4. Seller(s) is a mortgagor conveying the mortgaged property to a mortgagee in a foreclosure or transfer in lieu of foreclosure, with no additional consideration. WE HEREBY SWEAR AND AFFIRM THAT THIS RETURN, INCLUDING ALL CERTIFICATES, IS TRUE, CORRECT AND COMPLETE TO THE BEST OF OUR KNOWLEDGE. SELLER(S) SIGNATURE(S) DATE BUYER(S) SIGNATURES) DATE THE CITY OF SOUTH BURLINGTON I lelen M. Tilley: 04/ /02 04/ 102 BY: Charles Hafter, City Manager and Duly Authorized Agent Preparer's Signature Prepared by Preparer's Address Buyer's Representative Tel. (Print or Type) Preparer makes no certification as to the accuracy or completeness of the information. Keep a copy of this return for your records [Southerly 60' ROW] QUIT CLAIM DEED KNOW ALL PEOPLE BY THESE PRESENTS, that RUSSELL R. TILLEY of South Burlington, Vermont (the "Grantor"), in consideration of Ten or More Dollars paid to the Grantor's full satisfaction by THE CITY OF SOUTH BURLINGTON, a municipal corporation organized under the laws of the State of Vermont (the "Grantee"), have REMISED, RELEASED, AND FOREVER QUITCLAIMED unto the Grantee, and the Grantee's heirs, successors, and assigns, all rights, title, and interest that the Grantor, or the Grantor's heirs, successors, or assigns, have in and to certain land and premises located in South Burlington, Chittenden County, Vermont, described as follows (the "Property"): Being all and the same land and premises conveyed to Russell R. Tilley by Quit Claim Deed of the City of South Burlington dated January 22, 1986, and recorded in Volume 211, Page 143 of the City of South Burlington Land Records. Being all and the same land and premises conveyed to the City of South Burlington by Warranty Deed of Helen M. Tilley, dated September 2, 1983, and recorded in Volume 199, Pages 146-7 of the City of South Burlington Land Records, and being more particularly described therein as follows: A strip of land, 60 feet in width, extending in an easterly direction from the easterly sideline of Vermont Route 4116 to Grantor's remaining land (parcel No.2) as shown on a plan entitled "Plan Showing Proposed Subdivision of Tilley Farm, Old Farm Road, South Burlington, Vermont" dated June 1983, revised July 1983, prepared by Warren A. Robenstein and recorded in Plat Volume 197 at Page 65 of the City of South Burlington Land Records. Said land is designated "Proposed 60' ROW" on said plan. The centerline of said strip of land is located 215 feet northerly of a concrete monument marking the intersection of the northerly sideline of land owned by the State of Vermont (Interstate Highway No. 89) and the easterly sideline of Vermont Route #116, as measured in the easterly sideline of said Vermont Route 4116, and extends easterly to a point which is 520 feet northerly of an iron pipe set in th ground in the northerly sideline of said land owned by the State of Vermont, as measured along the westerly line of parcel No. 2 as shown on the aforesaid plan. Being a portion of the land and premises conveyed to Rollin L. Tilley (now deceased) and the herein Grantor, Helen M. Tilley, by Warranty Deed of Hiram F. and Fanny R. Tilley, dated January 10, 1961, as recorded in Volume 56 at Page 287 of said land records. Reference is hereby made to instruments and plans referred to above and the records thereof, and the instruments and plans referred to therein and the records thereof, in further aid of this description. TO HAVE AND TO HOLD all of the Grantor's rights, title, and interest in and to the Property, with all appurtenances thereof, to the Grantee, and the Grantee's heirs, successors, and assigns, to the Grantee's own use and behoof forever. AND FURTHERMORE, the Grantor, for the Grantor, and the Grantor's heirs, successors, and assigns, does covenant with the Grantee, and the Grantee's heirs, successors, and assigns, that from and after the ensealing of these presents, the Grantor will have and claim no rights, title, or interest in or to the Property. IN WITNESS WHEREOF, RUSSELL R. TILLEY has executed this instrument, the _ day of 12002. IN THE PRESENCE OF: Witness RUSSELL R. TILLEY STATE OF VERMONT CHITTENDEN COUNTY, ss. At South Burlington, in said County, this day of , 2002, RUSSELL R. TILLEY personally appeared, and he acknowledged this instrument, by him subscribed, to be his free act and deed. Before me: Notary Public My commission expires: 2/10/03 06 VERMONT PROPERTY TRANSFER TAX RETURN VERMONT DEPARTMENT OF TAXES MONTPELIER, VERMONT 05609-1409 (PLEASE TYPE OR PRINT CLEARLY) A SELLER'S (TRANSFEROR'S) NAME(S) COMPLETE MAILING ADDRESS FOLLOWING TRANSFER SOCIAL SECURITY NO.(S) OR FEDERAL IDENTIFICATION NO. Russell R. Tilley Old Farm Road, South Burlington, VT 05403 X B BUYER'S (TRANSFEREE'S) NAME(S) COMPLETE MAILING ADDRESS FOLLOWING TRANSFER SOCIAL SECURITY NO.(S) OR FEDERAL IDENTIFICATION NO. The City of South Burlington 575 Dorset Street, South Burlington, VT 05403 X C PROPERTY LOCATION (Address in full) D DATE OF CLOSING Old Farm Road, South Burlington, Vermont 05403 04/ 102 E INTEREST IN PROPERTY I. ® FEE SIMPLE 3. ❑ UNDIVIDED Yz INTEREST 5. ❑ TIME-SHARE 7. ❑ EASEMENT/ROW 2. ❑ LIFE ESTATE 4. ❑ UNDIVIDED % INTEREST 6. ❑ LEASE 8. ❑ OTHER F LAND -SIZE (Acres or fraction G SPECIAL FACTORS: HAVE DEVELOPMENT RIGHTS BEEN CONVEYED X NO YES thereof) WAS SALE BETWEEN FAMILY MEMBERS X NO YET-97TTERELA'f ZM!iF P FINANCING: ❑ CONVENTIONAUBANK ❑ OWNER/FINANCING ❑ OTHER H BUILDINGS ON PROPERTY AT THE TIME OF TRANSFER (CHECK ALL THAT APPLY): I. X NONE 5. ❑ FARM BUILDINGS 9. ❑ STORE 2. ❑ FACTORY 6. ❑ MULTI -FAMILY WITH (INSERT NUMBER)DWELUNGUNITS 10. ❑ OTHER TRANSFERRED 3. ❑ SINGLE FAMILY DWELLING 7. El MOBILE HOME YEAR MAKE SER. NO. 4. ❑ CAMPfVACATION HOME 8. ❑ CONDOMINIUM WITH (INSERT NUMBER) UNITS TRANSFERRED CHECK WHETHER THE BUILDINGS WERE EVER ❑ OCCUPIED ❑ RENTED ❑ WILL BE RENTED AFTER SALE I PRIMARY USE OF PROPERTY BEFORE TRANSFER (CHECK ONE): 1. ❑ PRIMARY RESIDENCE 3. ❑ CAMP/VACATION 5. OPERATING FARM .7. ❑ COMMERCIAUINDUSTRIAL 2. ® OPEN LAND . ❑ TIMBERLAND 6. ❑ GOVERNMENT USE 8. ❑ OTHER J PRIMARY USE OF PROPERTY AFTER TRANSFER (CHECK ONE): 1. ❑ PRIMARY RESIDENCE 3. ❑ CAMP/VACATION 5. ❑ OPERATING FARM 7. ❑ COMMERCIAUINDUSTRIAL -aEs�aa>- 2. ® OPEN LAND 4. ❑ TIMBERLAND 6. ❑ GOVERNMENT USE 8. ❑ OTHER WAS PROPERTY PURCHASED BY TENANT X NO YES DOES BUYER HOLD TITLE TO ANY ADJOINING PROPERTY NO X YES K CURRENT USE VALUE PROGRAM: IS ANY PORTION OF THE LAND BEING CONVEYED SUBJECT TO A LIEN OR OTHER RESTRICTIONS UNDER THE AGRICULTURAL AND MANAGED FOREST LAND USE VALUE PROGRAM CHAPTER 124 OF 32 V.S.A. ❑ YES X NO L IF TRANSFER IS EXEMPT FROM PROPERTY TRANSFER TAX, CITE EXEMPTION FROM INSTRUCTIONS AND COMPLETE SECTIONS M, N, AND O BELOW. Exemption 4; Transfer which corrects a transfer previously recorded without consideration M TOTAL $0.00 N PRICE PAID FOR O PRICE PAID FOR $0.00 PRICE PAID PERSONAL PROPERTY REAL PROPERTY STATE TYPE OF PERSONAL PROPERTY IF PRICE PAID FOR REAL PROPERTY IS LESS THAN FAIRIM-WARKET VALUE, PLEASE DESCRIBE: Transfer w/out consideration to correct a previous transfer ' MAKE CHECKS PAYABLE TO: VERMONT DEPARTMENT OF TAXES P TAX DUE: Enter amount from rate schedule on reverse side. COMPLETE RATE SCHEDULE FOR ALL TRANSFERS $0.00 Q DATE SELLER ACQUIRED 01/22/86 R IF A VERMONT LAND GAINS TAX RETURN IS NOT BEING FILED, CITE EXEMPTION FROM INSTRUCTIONS ON PAGE 4 OF THIS BOOKLET 2 (CONTINUED ON REVERSE SIDE) THIS SECTION TO BE COMPLETED BY TOWN OR CITY CLERK TOWN/CITY ACKNOWLEDGMENT TOWN/NUMBER DATE OF RECORD RETURN RECEIVED (INCLUDING CERTIFICATES AND BOOK NUMBER PAGE NO. ACT 250 DISCLOSURE STATEMENT) AND TAX PAID. LIST VALUE $ GRAND LIST YEAR OF PARCEL ID NO. SIGNED CLERK GRAND LIST CATEGORY DATE FORM PT-1 (8/00) RATESCHEDULE Tax on Special Rate Property: a. Value of purchaser's principal residence (not to exceed $100,000) (See instructions) .. La b. Value of property enrolled in current use program........................................................ I ... I .. I ..... b c. Value of qualified working farm................................................................................... c d. Add lines la, b and c............................................................................................ ci. e. Tax rate....................................................................................................... C. f. Tax due on Special Rate Property: Multiply Line I by Line le............................................................ f. 1. Tax on General Rate Property: a. Enter amount from Line O on front of return ........................................................................ 2.a. b. Enter amount from Line 1 d of Rate Schedule above.................................................................... b. c. Subtract Line 2b from Line 2a..................................................................................... C. d. Tax rate....................................................................................................... d e. Tax due on General Rate Property: Multiply Line 2c by Line 2d........................................................... e. i. Total Tax Due: FLOOD AND SUBDIVISION REGULATIONS AND ACT 250 CERTIFICATES Buyer(s) and Seller(s) certify as follows: A. That they have investigated and disclosed to every party to this transaction all of their knowledge relating to flood regulations, if any, affecting the property. B. That the seller(s) advised the buyer(s) that local and state building regulations, zoning regulations and subdivision regulations pertaining to the property may limit significantly the use of the property. C. That this transfer is in compliance with or is exempt from the subdivision regulations of the Agency of Natural Resources for the following reasons: 1. This property is the subject of Subdivision Permit No. and is in compliance with said permit, or 2. This property and any retained parcel is exempt from the subdivision regulations because (see instructions for exemptions): a. Parcel to be sold: Exemption Number I Number of acres b. Parcel retained: Exemption Number Number of acres Please contact the district office in your area to determine compliance with Act 250. (See map on page 34.) Seller(s) further certifies as follows: D. That this transfer of real property and any development thereon is in compliance with or exempt from 10 V.S.A. Chapter 151, Vermont's Land Use and Development Law (Act 250), for the following reason: 1. This property is the subject of Act 250 Permit No. and is in compliance with said permit, or 2. This property is exempt from Act 250 because: (list exemption number from instructions) b _ E. That this transfer-does/does not (strike one) result in a partition or subdivision of land. Note: If it does, an Act 250 Disclosure Statement must be attached to this return before filing with the town clerk. WITHHOLDING CERTIFICATION Buyer(s) certifies that Vermont income tax has been withheld from the purchase price and will be remitted to the Commissioner of Taxes with Form RW-171 within 30 days from the transfer, OR that the transfer is exempt from Income tax withholding for the following reason (check one): ❑ 1. Under penalties of perjury, seller(s) certifies that at that time of transfer, each seller was a resident of Vermont or an estate. ❑ 2. Buyer(s) certifies that the parties obtained withholding certificate no. from the Commissioner of Taxes in advance of this sale. ® 3. Buyer(s) certifies that this is a transfer without consideration. (See instructions for Form RW-171.) ❑ 4. Seller(s) is a mortgagor conveying the mortgaged property to a mortgagee in a foreclosure or transfer in lieu of foreclosure, with no additional consideration. WE HEREBY SWEAR AND AFFIRM THAT THIS RETURN, INCLUDING ALL CERTIFICATES, IS TRUE, CORRECT AND COMPLETE TO THE BEST OF OUR KNOWLEDGE. SELLER(S) SIGNATURE(S) DATE BUYER(S) SIGNATURE(S) DATE THE CITY OF SOUTH BURLINGTON Russell R. Tilley: 04/ /02 041 i02 BY: Charles Hager, City Manager and Duly Authorized Agent Preparer's Signature Prepared by Preparer's Address Buyer's Representative l cl (Print or Type) Preparer makes no certification as to the accuracy or completeness of the information. Keep a copy of this return for your records f' m II 22 z I � I C � j I + 3 t` V. DRIVEW�Y Y 4.I 1 EXIST. J SHED + FOUND 4" X 4' VAOT CONCRETE MONUMENT (DOWN MONUMENT r. I EXISTING i! BARN a T � gIn,. ^1 GARDEN FENCE � I EXISTING BARN LANDS OF RUSSELL R. TILLEY VOLUME 438. PAGE 433 (REMAINDER OF PARCEL NO.. t Lj MAP VOLUME 197, PAGE 65) - (j lis 4 ($ 86g•3?• 50 FOOT WIDE RIGHT-OF-WAY FOR ACCESS AND UTILITIES GRANTED TO PIZZAGALU INVESTMENT COMPANY (NOW PIZZACALU PROPERTIES. LLC) BY WARRANTY DEED DATED JANUARY 27. 1986 AND RECORDED IN VOLUME 215, PAGE III P0AGE AND DS RECORDED IN VOLUM 199. PAGEDLUME 1211, 46) fL,S is pp!✓"It— `--_BOUNDARY DETAIL NOT TO SCALE FOUND 3/4" STEEL PIPE ' 1.5, EAST OF CENTERLINE OF STONE FENCE �w SITE 887 ,2' - _ R1 RESIDENTIAL 1 PER ACRE �� ' •T - _ - / S bT1TOb" E 1�=" IN U IAL N W TILLEY DRIVE S'�7'17'06- EDGE OF BITUMINOUS r i -"---- --3- r CONCRETE ROADWAY p tr rl ' S 8T1TO6" E YPICAL) 30 FOOT WgOE COMMON A::GSS AND�t -}- - ll /` \ UTILITIES EASEMENT TO BE ESTABLISHED to 1 W ` �• � `\ ' 1 ,11' (ARD RAIL TYPICAL) P 10 C/o t; � � � CpN �q \/ C 4 ` •' % ' ' it rr � t �. woNO��MM LOT A (STREET #62) fA/ \OYjt PORTION OF VOLUME 215, PAGE 111 �q�� 4.52 ACRES': s' -t \ I N z30, %6 • - - .._-a,. QASS Ill WETLAND `,, . ,�,,��;.!:::. I{OT (3, (STREET j1118) .\ 10..- PQRTIOt�� OF VOLUME 215, ,PAGE :rzi k36 ACRES i t N WOVEN WIRE "RIGHT-OF-WAY" FENCE MEANDERS ALONG PROPERTY LINE �AIipH \grVp C i .�` i i 1 avp Q°fryM�RCY` i1 i `\+= I FOUND 4' X 4' VAOT \ i\ \ �l�. i CONCRETE MONUMENT i NOTES�!` (DOWN D.7') _ 1. SEE RECORD OF SURVEY ENTITLED "PLAN SHOWING PROPOSED SUB -DIVISION OF TILLEY 1 LANDS OF 50 FOOT WIDE DRAINAGE FARM OLD FARM RD. SO. BURLINGTON, VT." PREPARED BY WARREN A. ROBENSTIEN. L. S., STATE OF VERMONT _�� _ _'�' EASEMENT TO BE ESTABLISHED DATED JUNE 1983, REVISED THROUGH MARCH 1985. AND RECORDED IN MAP VOLUME 197, INTERSTATE 89 ///``` PAGE 65 OF THE SOUTH BURLINGTON LAND RECORDS. VOLUME 48, PAGE 489 �;����, /�6� \�'`.•` ( 2. SEE RECORD OF SURVEY ENTITLED "PLAN SHOWING PROPOSED BOUNDARY LINE REVISIONS i;` ,•,`" ^�T ROY WRIGHT &TILLEY FARM OLD FARM ROAD SO. BURLINGTON. VERMONT" PREPARED BY n = 00'A9'2a" K ��` '�`\1\ t WARREN A. ROBENSTIEN, L. S. DATED JUNE 1983, REVISED THROUGH FEBRUARY 1987. AND R = 11359.16' .,,.���((( RECORDED IN MAP VOLUME 252, PAGE 86 OF THE SOUTH BURLINGTON LAND RECORDS. T = 81 61 �1 CLASS Iq WETLAND \ , CLASS'II WETLAIjD.- 3. SEE HIGHWAY PLANS ENTITLED "STATE OF VERMONT DEPARTMENT OF HIGHWAYS INTERSTATE C BEARNGI= N.69-42'10" W �y �,'' 11 �i 17 wA- VICINITY MAP EDGE OF BRUSH AND TREES (HEDGEROW) LANDS OF 111111 TILLEY FAMILY LIMITED PARTNERSHIP VOLUME 388, PAGE 189 < (PARCEL NO. 3 MAP VOLUME 197. PAGE 65) LEGEND El 4' BY 4' VAOT CONCRETE MONUMENT FOUND m 4' BY 4' CONCRETE MONUMENT. PR13PUSED Q STEEL PIPE FOUND (INSIDE DIAMETER AS NOTED) •¢ UTILITY POLE -x—x—X WIRE FENCE - �- PROPERTY LINE ----�--- EASEMENT OR RIGHT-OF-WAY LINE - — - SETBACK LINE - —C/o ZONING DISTRICT LINE - - - - - - - LINE AS SURVEYED BY OTHERS --W — APPROXIMATE WATER LINE --- r, -- APPROXIMATE NATURAL GAS LINE EXISTING GROUND CONTOUR LINE STONE FENCE CITY CLERK'S OFFICE SO. BURLINGTON T. 2002 RECEIVED FOR T O'CI_OCk -- AND R VOL. OF MAPS ON PACE �jv 04'23'09' ATTEST R = 1135916' S. BURLIN TON VT. MUNICIPAL C L = 869.52' -•. C BEARING = S 73'98'4B' E J PIZZAGALU PROPERTIESSCLC-AND OTHERS 30 FOOT WIDE SEWER EASEMENT - VOLUME 215, PAGES 109 & $ �- k, nATr IREMSIM REVISED STEET NAME JBY PROJECT IN THE TOWN OF SOUTH BURLINGTON PROJECT NO.1-89-A14) PREPARED BY 02-22-02 ADDED STREET NUMBERS lN3 LOTS JYH VERMONT DEPARTMENT OF HIGHWAYS. SHEETS 11 AND 12 OF 125. ""' \ I 1 �'"'` I � DATE RE1NSbB SHOW ACCESS ROAD 8Y 4. SEE HIGHWAY PLANS ENTITLED "STATE OF VERMONT DEPARTMENT OF HIGHWAYS INTERSTATE + PROJECT IN THE TOWN OF SOUTH BURLINGTON RELOCATION HINESBURG ROAD" PROJECT NO. -+ �'i E? ; I ) 02-08-02 &WETLAND BUFFERS JPK I ) PIZZAGALLI PROPERTIES, LLC (a� 1-89-3(14) PREPARED BY VERMONT DEPARTMENT OF HIGHWAYS, SHEETS 22 AND 23. UwE AS SURVEYED BY OTHERS \ ` ' I , I I - P. 0. BOX 2009 5. THE BASIS OF BEARINGS WAS OBTAINED FROM THE RECORD OF SURVEY CALLED FOR IN (SEE NOTE 1+~+ ��.�`\ o= Ot'a0'22" .:s:_t:::;:..T.:.._mt SOUTH BURLINGTON, VERMONT 05403-2009 NOTE 1. ABOVE. AND IS REFERENCED TO VERMONT STATE GRID COORDINATES. R = 11359.16' T = 165.83' vir`-�..3',::'_'-;`:''sti L = 331,63' r' i f BOUNDARY PLAT C 331.62' SHOWING SUBDIVISION OF LANDS OF C BEARING - N 70'57'03" W PIZZAGAW PROPERTIES, LLC HINESBURG ROAD e�n/Y/��_��a SEE SOUTH BURLINGTON. VERMONT OF GRAPHIC SCALE THIS SURVEY WAS BASED ON RECORD RESEARCH OF �:......,•..;y v' BOUNDARY Y - APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF -PERTINENT DEEDS. OTHER OFFICIAL RECORDS. AND DETAIL $UftC MRM i" = 40• 9° ° __.._.• „co.. .,r ., c nnY nc onm EVIDENCE RECOVERED ON THE PROPERTY. THIS PLAT _ r MICHAEL i n AAL\ Donald L. Hamlin JIB n1,Fn 52 9o"' H _TJ L L E Y PARCEL N0,2 74-9 AC? _DJLJ2A_L _CORP --LLE-E N D CONC.NON- s IRON PIN 0 H-7 0,7138-Se I( Ez3ZS,221.10 ti -TILLEy PIRCEL No eS AC LAD: I-22A, Ga e IP 1767z", l .4 N--7JI,JB7.10 E*328,252.87 18CF, PARCEL NO. 3 IS q.-; Ar RIGHT b. -rr1Q.RDy%, _24Z C A91 O'BRIEN NOTE LJ3OUNDARIES BASED 014 DEEDS MAPS OF RECORD * ACTUAL SURVEY -ON SITE. 24COORDINATES BASED ON NON-'ROWLEY-.. N-. 707,405.18 E- 328,130-06 0 25D :)00 75 Z) MAP CITY CLEkK'S UFFICE So. Burlington. VL c-* fer�Vise for (ECMd at, O'CISei, All, and moded In f—s- or, Page `,(= AtleO C1. cli STITZEL, PAGE & FLETCHER, P.C. ATTORNEYS AT LAW 171 BATTERY STREET P.O BOX 1507 BURLINGTON, VERMONT 05402-1507 1 page � �oKas QUITCLAIM DEED ,x GM C,ec1c 'As ALL PEOPLE BY THESE PRESENTS, that THE CITY OF SOUTH BURLINGTON, a municipal corporation organized under the laws of the State of Vermont (the "Grantor"), in consideration of Ten or More Dollars paid to the Grantor's full satisfaction by RUSSELL R. TILLEY, of South Burlington, Vermont (the "Grantee"), does hereby RELEASE, REMISE, AND FOREVER QUITCLAIM unto the Grantee, and the Grantee's heirs, successors, and assigns, all rights, title, and interest that the Grantor, or the Grantor's successors or assigns, have in and to certain land and premises located in South Burlington, Chittenden County, Vermont, described as follows (the "Property"): Being all and the same land and premises conveyed to the City of South Burlington by Warranty Deed of Helen M. Tilley, dated September 2, 1983, and recorded in Volume 199, Page 148 of the City of South Burlington Land Records. Being a strip of land, 60 feet in width, extending in an easterly direction from the easterly sideline of Old Farm Road to the westerly sideline of land designated parcel No. 2 on a plan entitled "Plan Showing Proposed Subdivision of Tilley Farm, Old Farm Road, South Burlington, Vermont" dated June 1983, revised July 1983, prepared by Warren A. Robenstein and recorded in Plat Volume 197 at Page 65 of the City of South Burlington Land Records (the "Plan"). Said parcel of land is designated "Alternate ROW" on the aforementioned Plan. The northerly sideline of said strip of land shall be coincident with the centerline of a right of way granted to Green Mountain Power Corporation by deed dated February 17, 1977, as recorded in Volume 131 at Pages 167-8 of said land records. Said land is subject to the aforementioned easement. The purpose of this Quitclaim Deed, and a contemporaneous Quitclaim Deed from Russell R. Tilley to the City of South Burlington, is to relocate the sixty foot (601) strip of STITZEL, PAGE & FLETCHER, P.C. ATTORNEYS AT LAW 171BATTERYSTREET P.0 BOX 1507 BURLINGTON, VERMONT 05402-1507 land for the public highway from the area designated "Alternate ROW" to the area designated "Proposed 601 ROW" as shown on said Plan. Notice of Permit Requirements In order to comply with applicable state rules concerning potable water supplies and wastewater systems, a person shall not construct or erect any structure or building on the lot of land described in this deed if the use or useful occupancy of that structure or building will require the installation of or connection to a potable water supply or wastewater system, without first complying with the applicable rules and obtaining any required permit. Any person who owns this property acknowledges that this lot may not be able to meet state standards for a potable water supply or wastewater system and therefore this lot may not be able to be improved. Reference is hereby made to instruments and plans referred to above and the records thereof, and the instruments and plans referred to therein and the records thereof, in further aid of this description. TO HAVE AND TO HOLD all of the Grantor's rights, title, and interest in and to the Property, with all appurtenances thereof, to the Grantee, and the Grantee's heirs, successors and assigns, to the Grantee's own use and behoof forever. AND FURTHERMORE, the Grantor, its successors, and assigns, does covenant with the Grantee, and the Grantee's heirs, successors and assigns, that from and after the ensealing of these presents, the Grantor will have and claim no rights, title, or interest in or to the Property. 2 IN WITNESS WHEREOF, the City of South Burlington has caused this instrument to be executed by its duly authorized agent this day of 2003. IN THE PRESENCE OF: THE CITY OF SOUTH BURLINGTON "yq BY: (, Witness Charles Hafter, City Manager and Duly Authorized Agent STATE OF VERMONT CHITTENDEN COUNTY, ss. At South Burlington, in said County, this 0 day of , 2003 CHARLES HAFTER, City Manager and duly auAiorized agent of the City of South Burlington, personally appeared, and he acknowledged this instrument, by him subscribed, to be his free act and deed, and the free act and deed of the City of South Burlington. Before me: w Notary Public My commission expires: a O Son237.rea STITZEL, PAGE & FLETCHER, P.C. ATTORNEYS AT LAW 171HATTERYSTREET P.0 BOX 1507 BURLINGTON, VERMONT 05402-1507 3 EN® OF WGUMENT STITZEL, PAGE & FLETCHER, P.C. ATTORNEYS AT LAW 171 BATTERY STREET P.O BOX 1507 BURLINGTON, VERMONT 05402-1507 y1cs ' ,�) 10 CL on P 9 O �0101 ead�ocA QUITCLAIM DEED �`,, G\e tX vav,loS,�60 ALL PEOPLE BY THESE PRESENTS, that RUSSELL R. TILLEY, of South Burlington, Vermont (the "Grantor"), in consideration of Ten or More Dollars paid to the Grantor's full satisfaction by THE CITY OF SOUTH BURLINGTON, a municipal corporation organized under the laws of the State of Vermont (the "Grantee"), does hereby RELEASE, REMISE, AND FOREVER QUITCLAIM unto the Grantee, and the Grantee's successors and assigns, all rights, title, and interest that the Grantor, or the Grantor's heirs, successors or assigns, have in and to certain land and premises located in South Burlington, Chittenden County, Vermont, described as follows (the "Property"): Being all and the same land and premises conveyed to Russell R. Tilley by Quit Claim Deed of the City of South Burlington dated January 22, 1986, and recorded in Volume 211, Page 143 of the City of South Burlington Land Records. Said lands and premises are more particularly described as follows, viz: A strip of land, 60 feet in width, extending in an easterly direction from the easterly sideline of Vermont Route #116 to the lands designated as Parcel No. 2 as shown on a plan entitled "Plan Showing Proposed Subdivision of Tillev Farm, Old Farm Road, South Burlington, Vermont" dated June 1983, revised July 1983, prepared by Warren A. Robenstein and recorded in Plat Volume 197 at Page 65 of the City of South Burlington Land Records (the "Plan"). Said land is designated "Proposed 60' ROW" on said Plan. Reference is also made to the following instruments of record: (1) Warranty Deed of Russell R. Tilley to Russell R. Tilley and Monica Tupper Tilley, dated April 2, 1992 and recorded in Volume 321, Page 605 of the City of South Burlington Land Records; (2) Quitclaim Deed of Monica Tupper Tilley to Russell R. Tilley, dated September 4, 1998 and recorded in Volume 455, Page 567 of said Land Records; and (3) a plan entitled "Boundary Plat Showing Subdivision of STITZEL, PAGE & FLETCHER, P.C. ATTORNEYS AT LAW 171 BATTERY STREET P.O BOX 1507 BURUNGTON, VERMONT 05402-1507 Lands of Pizzagalli Properties, LLC, Hinesburg Road, South Burlington, Vermont", dated January 21, 2002, last revised February 22, 2002 and recorded in Map Volume 495 at Page 149 of the City of South Burlington Land Records. The purpose of this Quitclaim Deed, and a contemporaneous Quitclaim Deed from the City of South Burlington to Russell R. Tilley, is to relocate the sixty foot (601) strip of land for the public highway from the area designated "Alternate ROW" to the area designated "Proposed 60' ROW" as shown on said Plan. Notice of Permit Requirements In order to comply with applicable state rules concerning potable water supplies and wastewater systems, a person shall not construct or erect any structure or building on the lot of land described in this deed if the use or useful occupancy of that structure or building will require the installation of or connection to a potable water supply or wastewater system, without first complying with the applicable rules and obtaining any required permit. Any person who owns this property acknowledges that this lot may not be able to meet state standards for a potable water supply or wastewater system and therefore this lot may not be able to be improved. Reference is hereby made to instruments and plans referred to above and the records thereof, and the instruments and plans referred to therein and the records thereof, in further aid of this description. TO HAVE AND TO HOLD all of the Grantor's rights, title, and interest in and to the Property, with all appurtenances thereof, to the Grantee, and the Grantee's successors and assigns, to the Grantee's own use and behoof forever. AND FURTHERMORE, the Grantor, for the Grantor, and the Grantor's heirs, successors and assigns, does covenant with the Grantee, and the Grantee's successors and assigns, that from and L after the ensealing of these presents, the Grantor will have and claim no rights, title, or interest in or to the Property. IN WITNESS WHEREOF, The RUSSELL R. TILLEY has executed this instrument, the % day of 2003. IN THE PRESENCE OF: 1tneS3 STATE OF VERMONT CHITTENDEN COUNTY, ss. t t e RUSSELL R. TILLEY At South Burlington, in said County, this/6)-t day of Ai��o, 2003, RUSSELL R. TILLEY, personally appeared, and he acknowledged this instrument, by him subscribed, to be his free act and deed. Before me: Notary Public My commission expires: Son238.rea STITZEL, PAGE & FLETCHER, P.C. ATTORNEYS AT LAW 171 BATTERY STREET P.O BOX 1507 BURLINGTON, VERMONT 08402-1607 c�9.c3 ` � MIL• .fir }� AM- 3 ®Cu ENT END MOUNTAIN VIEW BUSINESS PARA 0 w z DONALD L. HAMLIN CONSULTING �'NGINEERS, INC. 136 Pearl Street, Essex Junction Vermont 05452 SHEET INDEX 1 SITE PLAN 2 SITE PLAN 3 GRADING PLAN 4 ROADWAY PROFILE & DETAILS 5 FORCEMAIN PROFILE 6 FORCEMAIN & WATERLINE PROFILES 7 SITE & EROSION CONTROL DETAILS 8 WATER DETAILS 9 SEWER DETAILS 10 STORM WATER DETAILS 11 LIGHTING PLAN 12 SPECIFICATIONS 13 SPECIFICATIONS of 1 BOUNDARY PLAT .•` S� OF p No. 7201 p�- °W- :�Fs .. v RD PCE I VED APR 2 8 2003 PIZZAGAW CONST. CO. JOB # 1&b.%3 MARCH 2002 LAST REVISED: APRIL 28. 2003 u VICINITY OF IUNDERGRa,NO U111,TIESCYIAI 1 In V WASTE SYSTEMrSTRUCTURES. env. AREA ISFI TOTAL Etl,ODED 18' INV.-376.49 6' INV. IN-373,95 LOT SIZE 198,739 100.0 30.0 B' INV. OUT-375.85 \ ' PARKNG CILNG OVERAGDRIVE [OVERACE I&ODOOS 76 23.6 C8y2393.37 SMHY2 SIDEWALK COVERAGE 348 0.2 1s' INV.-379.09 RIM-379.96 8' INV. IN-J72.08 IMPORTANT NOTE: ExnFrING TOTAL COVERAGE 65,71J 3J.a 70.o GOOD 8' INV. OUT-371.96 amity BARN RIM-383.50 iORCEM u LOCATION NORTH OF OLD FARM ROAD HAS BEEN REVISED AT THE REQUEST OF THE 18'INV.-379.40 SMHN3 VERMONT AGENCY OF TRANSPORTATION. THE CONTRACTOR WILL BE REWIRED TO PROVIDE RIM-363.60 r �' EW 3' HINESBURG ROAD \ \ 4S. p HORIZONTAL AND VERTICAL AS-SUOT INFORMATION FOR THE REVISED FORCEMAIN AND FOR ANY FRONT YARD SETBACK SIZE 12.090 100.0 CBN4 (2) 8' INV. IN-355.'. '4 DEVIATIONS FROM THESE PLANS. RIM-386.J1 8' INV. OUT-355.60 \ REMO k RESET FRONT YARD COVERAGE 0 0 30.0 ,r. l STI G SIGNS, 1e' INv.-n9s6 n I FY OBI -3T6 AS CESSARY FRONT YARD SETBACK SIZE 23,657 100.0 \ CBNS >T> • 1 RRDCAI[0 WDACEuu" NOTES. FRONT YARD COVERAGE 5.056 21.4 30.0 RIM-386.31 DVb/D/ IB' INV,-379.70 1. TOPOGRAPHY AND BUILDING LOCATIONS ARE BASED ON A TOPOGRAPHIC SURVEY PERFORMED ON 01/21/96 AND OCTOBER 2001. ZONING DISTRICT: MIXED INDUSTRIAL k COMMERCIAL NEW J 7 / ,(C\' C� CB/8 \ / / v 2. ELFVATKINS ARE BASED ON U.S.G.& DATUM TAKEN FROM A BENCHMARK AT THE NORTHWEST CORNER OF THE NEW ENGLAND PARKING STATSnCS RIM TELEPHONE 45 BEID / / / \.' l � TELEPHONE PROPERTY LOCATED ACROSS INTERSTATE 89 FROM THE TILLEY PROPERTY. BENCHMARK ELEVATION WAS OBTAINED FROM IS, INV.-37&32 1 FRED KOERNER. P.E., BURLINGTON. VERMONT. REWIRED: 120 SPACES (IS000 SF A 2 STORIES x 1 SPACE PER 250 XGVFA) PROVIDED: III SPACES CBp 3, LOCATION OF 111E EXISTING 24' WATERLINE WAS OBTAINED FROM RECORD DRAWINGS AT THE 111-ILNN WATER DISTRICT OFFICE, C%ISTING RIM-380.46 fkl 'TINT: 18' INV.-373.93 EXISTING 24' _I I�p 4. THE CONTRACTOR SHALL OCpiONATE ALL WORK INSIDE THE ROUTE 116 RIGHT-OF-WAY WIN THE VERMONT AGENCY OF DAB NEW 8' END CAP '1 W I WAn:PUNE. TRANSPORTATION DISTRICT 05 OFFICE. NTH'MEGA-LUG' flETAINE W EXISTING CULVERTS / k ,, 22.5' ND OEPTM UNKNOWN k THRUST BLOCK \� 1C INV.-174.Ji + TO REMAIN II 5. THE CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING PAVEMENT. ALL PAVEMENT AND GRAVEL SUBBASE / REPLACEMENT SHALL MATCH THE THICKNESS OF THE EXISTING PAVEMENT AND GRAVEL SUBBASE. NEW 8' REMOVE k REPLACE �/ I NEW HYDRANT ASSEMBLY CA7E V�� \ A 2) NEW 3• C8� EXISTING PAVEMENT 1 RIM-380'31 '\\ k CURBING \ I I 6. IN MINIMUM OF TWO-WAY TRAFFIC ALONG ROUTE 118 AND A MINIMUM OF ONE-WAY TRAFFIC ALONG OLD FARM ROAD SHALL BE REiOCATED K1DRAUT ;p 43' BENDS I8• INV.-374.44 I.YI': IINt; MAINTAINED AT ALL TIMES. oa/xe/u. ` I Cello 7, ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 'SPECIFICATIONS AND DETAILS FOR THE INSTALLATION OF WATER NEW 3' CL 160 PVC r A RM-3W.31 LINES AND APPURTENANCES FOR ALL WATER SYSTEMS OWNED BY THE CHAMPVNN WATER DISTRICT. THE CITY OF SOUTH BURLINGTON. FORCE MAIN 1„ ^ 1 $ 18' MV-37158 COLCHESTER FIRE DISTRICT n, AND THE VILLAGE OF JERICHO'. ° I ` \ \ - / NEW 8'x 271' SDR35 PVC " p\ may/ 8•y ]2' u -rE 1%STING CMP CULVERT 8. THE CONTRACTOR SHALL COORDINATE WITH THE SOUTH BURLINGTON FIRE DEPARTMENT ON THE FINAL LOCATION AND INSTALLATION 5-DOT FT./FT. � 1 ✓fN+"'O I PVC 4 RC81MY�371ZS DRIVE 1 I TO REMAI` �+ OF ALL NEW HYDRANTS. NEW 8'x6' TEE AND G 6 I \I S-0.0100 FT./FT. o 18' INV.-374.55 \ EXISiBI WATER SERVICE \� \� /' 1 a+.,A / TO REMAIN RELEASE MANHOLE 6' CAIE VALVE I \ TH UNKNOWN _yN� NEW 18'x 27' HOPE VI STING EW 3' W NET TAP 5-0.005 FT./TT, I60 N1DE 45' BEND \\ ' NEW BIT. COMC iJ RUSSELL TILLEY DIKE PATH I I R. � xN.,• C�1' I { /+ kEWNEW 22-T/BLOCKO N/F HYDRANT �. 1, 4:,`•/' ( EXISTING J «'\ \\ SHCU ASSEMBLY AFL�� µr I ��, I I 8'x 112' SORSSI PVC I II { SEE DETNEW AIL TO DISCHARGE MANHOLE. NEW 6'x 171' SDR35 PVC ... 1 { �� s-0.0222 FT./FT. nlroD . y. y./ .. I STUB Fdq NNRE {USE RM.365.SOSTA GOING. VwMAENT . ��\l EW 3' CL 180 PVC 0x / T. �.' i'; 1 ' / EXIBTING 36' Ik 1 \ FORGEMAIN NEW 3' CL 180 P .. ♦ I I 1 1 `l TI0 \ STEEL SLEEVE \\ \ /�-���.` FORCEMAM % I 1 GRWA�VE2L0 DRIVEL �\ 8• INV. IN 335. B (STUB) yyy� Z. \ ( .• I / 1 NEW CHAIN G I i {/ ( { I 3' F.M. INV, OUT-35Y.00 EW 8' D.I. \ NEW 5%6' TEE AND / �Ni" EW 8j O SEE IDETAIL I\ WATERLINE / ,�---^` a \ 8' GATE VALVE \ WATER SERVICE I \ I \ STUB FOR FU7URE USE CB/I L EW` EW 6'K 12' MR35 PVC 6' ENO CAP I �� EXSnNG POND NEW 16% 27• HDPE Z9 0 k ITHRUST I \\\�d I s aoos R./FT \rEW In-� 4r HD�E \ II 1 II I EMOVE k RESET \, SNNNi. ". ✓ W 1 / / I S.0.005 PT./FT. \ ) I I I I 15' 510E \ EXISTING SIGN ENDIVE EXISTING TREE \ / 5.0.0058F7 /FT SETBACK '::: I �b �jUTURE ACCESS DRIVE \ I I I \ \ / NEW FORCEMAIN f / NEW CON0. A'� / FOR LOT B RELEASE k\ \-,. % '.: CURB CLEAN -OUT MANHOLE. NEW CONCRE \ \ \\� 1 f• �Q SEE DETAILS CURB '::" iEW 6'A 59' SDR35 PVC 0.020E HYDRANT NEW eiT�GGMG ::: •::' .. :' .. °) FT./FT ASSEMBLY :. .. \ I I < .. + .• I NEW 6% 5' CAST NIOF! NEW IB' .75 HOPR `1 NEW CONCRETE \ 1 1 \ 1 I I ) { 1 \ \ I I (/� .;�."�� Ll WA7EAUNE •• Y (Rs'p CIENEWANWTFT./fT�,. ' M{Y(CURBED'� F 1 \ \ CURB 1 { { \ { I I 1 { I \ , , aL\ { I�' ` Y. W 6' ...�. OgH�' NEW b' OL • r IStANt) 0 ,¢ NEW`BLLIMINWS CONCRETE\ {I I 1 I 1 E T \Nf { L W7E VALVE ••I Rs WATER SERVICE i 004 8� \ \ \\1 , A s; I / I 1 I 1 \Lora (srT_-�1$1 \ +-� PARKING ARENL- - 1 wX1 f)!t.. .. DIUWBGONC. / I \ 1 I 1 I3.36 ACRES \\ \ \ I / 1 // ` ! •.. .. _.-..-:.� / ° \ ' INv.-ln.2e . , Y FAMILY I I 1 \ 1 I ( \ \ \ \\ TILLEY NEW I6'x32' HOPE \ 4 I / NEW 16•K T21' HogE / 1 \ 1 1 \ \ \ \ \.o.00s FT./FL 1 W BITUMINOUS 1 1 1 1 \ \ \ LIMITED PARTNERSHIP I VE Rg1pS-o005 FT./FT. \ 1 I \ \ p�pCAIE - 1 : wEw CONC ALK / I BITUMINOUS \ �g. 1/ ONCflETE ROADWAY OBY\ I I 1 1 I 1 \ \ \ NEE IRON PPEa- 45' B --' (2) ENDS HIN RA THRUST B= 5 I I NEW. CURBED NEW C'ON4 PROPOSED BUILDING 46LAND WALK 15,G00 SF CONCRETE CURB � ! ap\ NEW BUILDING LIGHT I ✓' I 45' BENDS 1 1 70 \yNATT, METAL HAUOE : R•5` / 'x Ew IS" 119 HOPE S 10 MpA/TING NEIGH \ NLW \ / NEW 10'X .4 MOPE I N / 111�11 TSE�Aa J ` 9 �� \\ TYPCAL) `ouRAarop / 5-0.00sr./Ft \) \\ \ \\ \\ \ \ \ yo / s,0.005 FT/FT( NEW RACK ORB_ NEW CONIC. s SIDE I W UGHT FIXTURE / \ _ _ ......\ \ - \ 1 l\\ 175 W T. METAL NAuce / \ \ \ \ \ \ - - NETY SCREENED -� o - - - - - - - - 1 SETBAOfs T6' MOUNTING HEIG \ 1 \ 1 \ I \ PERK NG MIEN A S CONOIE7E DOWMTER LOCATION I �I ROOF DRNNSVG \ \ ° \ \ \ \INV..J7J.00 \ I Z%0 $JFVA 01�N NND OPEN ACE \ �- \ I 1 (TYPICAL) I I 1 1 1\ \\ I NEW 181K 98' HOPE le Ew SCWEENEo \ \II 1 1 \ 1 \ S-o1005 FT./FT. I pINPSTEA LOCATION\ \\ MEw3yPg STONE PAD NEW TYPE I \ \\ \ \\ I NEW cRAss STONE PAD INV. 7k6 1 \ / NEW STONE BOTTOM ELEV-367 \ 6' @ASIN OR 1 F { OU STHUC 1 UNED DITCN \ NEW RETENTION S�SIN ` \ \ T/LIW/F NORMAL WATER 54Y WIDE nELEy 37J \ I I � " / \\ \\ DRAINAGE EASEN4NT MAX WATER EUEV.375 I \ ` 1 \, Nar OF cuSS e ) / / // LOT A (STREET !!62) 1\ / TLET PPE - - \r 1EW E I \ AI WEnANos / _ lLl 4.52 ACRES { \ / _ - _ NEW GRASS \ \ YY UNED DITCH ) STON PAD TU `T HINESBURG L I 465 "+ n STONE ^ UNIT Or �CLLA1SS N LINED DITCH pTDH Y ��EOV1v5 CLASS N WETLAND LNN " - TOP OH CONCRETE MONUMENT 1(IYNEQ�/V[/� LI EY 6S' WEST GE Of R.O. .. WOAD OVERPASS, NDI+TM STATE OF VERMONT -INTERSTATE 89-Sf6tIIi.� OVERFLOW SPILLWAY ON BASIN NORTH EDGE Of R.O.W., INTERSTATE 89 ELEV. - 390.45 (U.S.G.S. DATUM) APR 2 B 2003 PIZZAGALLI CONST. CO. DATE REN9CN RXVISXD NYDRAA'/ LOCATIONS k BY CLIENT PROJECT TITLE DRABINC TITLE Survey Sccle 04 9 RXVISXD A'OACXM UJV LOCATION PXR VTRANS JPX 4.WA,a, OF NVF AAAA YRY r' 40 40 0 40 90 T20 DATE US'ON RXVISXD PAOJXCT STATS TO SROW BY �+Q'C� P. +.., �i� Dew Donald Z.Aamlin Job 0e 2 2 SXPARATX FROM YARD S97BACX COMPS ✓Px PIZZACALLI PROPERTIES, LLC MOUNTAIN VIEW BUSINESS PARK { ✓Px Oi-260 DATE REN9CN ADDED NOTE N9 & BY P.O.BOX 2009 HINESBURG ROAD 0. 7201 �. SITE PLAN Drawn conS?Lllin9 nl Nf A OT 29 2 ADDED NORTH STUD TO SYN 9 JPX A L� W JPR Ln ineers, Inc. Scale % _ 40 DATE RENSONREVISED DRAWING Y FROM 2 TO I BY 30. BURLINGTON, VERMONT 05403-2009 SOUTH BURLINGTON, VERMONT �� r; Checked q Drowln _eo . 9 05ID6102 & ADDED LOT A DEVELOPAYENT JPK . ..... ��� RFN DATE 8Y DATE REVISION ;n•R AD.a ,..RDrn or , ..rrA sARv DR. BY p�A �iiNsAsDale r36 Fbasl St eet I 04/2B11 AXVISXD MTRAM IOCATl0A4 ! ARPRR slrawaN�un�Nr roi nAXii�Av. �SSez ✓urtCl7'On, Ve>mani AXVfSXD /OACXNAlN LOCATION PXR VTRANS JPX 01/D6/DE NRXR9 JPK 09�06�02 1� 888-344 y7233 PRIOR TO ANY EXCAVATION AT LOCATIONS WHICH MAY BE IN THE IMMEDIATE VICINITY OF UNDERGROUND UTILITIES. EXISTING SMH RIM-330.32 XISTING INV 01-318.8 NEW 10' INV I14-3111 EXISTING INV. OUT-318.45 NEW 10' SDR35 PVC NEW SMH (DROP -MANHOLE) S-0.0100 FT./FT. RIM-333.77 10' INV. IN-319.9 (NORTH) 3INV. IN-326.50 (FORCEMAIN) 3' INV. IN-32D.00 (fMiCENAIN) 10' INV. dR-319.8 ' NEW 3' CL 160 PVC FORCEMAIN T %-(REVISED LOCATION PER VIRANS) 40 0 40 BO 120 Scale 1" = 40' 041281VSI RIVISFD FORCA'MAIN LOCATION PER VTRANS JPX RENSON um DROP—YANXOLE & BY 05106102 REVISED DRAWING III FROM $ TO 2 JPX FATALLY TOXIC GASSES MAY BE PRESENT IN UNDERGROUND PIPING SYSTEMS AND WASTE SYSTEM STRUCTURES. t]1/_ll.at� 1. TOPOGRAPHY AND BUILDING LOCATIONS ARE BASED ON A TOPOGRAPHIC SURVEY PERFORMED ON 01/21/96 AND OCTOBER 2001. 2. ELEVATIONS ARE BASED ON U.S.G.S. DATUM TAKEN FROM A BENCHMARK AT THE NORTHWEST CORNER OF THE NEW ENGLAND TELEPHONE PROPERTY LOCATED ACROSS INTERSTATE 89 FROM THE TILLEY PROPERTY. BENCHMARK ELEVATION WAS OBTAINED FROM FRED KOERNER, P.€.. BURUNGTON, VERMONT. 3. LOCATION OF THE EXISTING 24' WATERLINE WAS OBTAINED FROM RECORD DRAWINGS AT THE CHAMPWN WATER DISTRICT OFFICE. 4. THE CONTRACTOR SHALL COORDINATE ALL WORK INSIDE THE ROUTE 116 RIC47-OF-WAY WITH THE VERMONT AGENCY OF TRANSPORTATION DISTRICT p5 OFFICE. S. THE CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING PAVEMENT. ALL PAVEMENT AND GRAVEL SUBBASE REPLACEMENT SHALL MATCH THE THICKNESS OF THE EXISTING PAVEMENT AND GRAVEL SUBBASE. 6. A MINIMUM OF TWO-WAY TRAFFIC ALONG ROUTE 116 AND A MINIMUM OF ONE-WAY TRAFFIC ALONG OLD FARM ROAD SHALL BE PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 BURLINGTON, VERMONT 05403— ,�JPg6 MOUNTAIN VIEW BUSINESS PARK Pip � HINESBURG ROAD ND• 72D13 ,SOUTH BURLINGTON, VERMONT %<^•GrsT�� ",,7 /ONAL F- i',, APR 2 8 2003 PIMGALLI CONST CO. JOB # I a^_ �. ,1.3---- V.A.T. CONC. MONUMENT MRM Dt*n Anald .1.. hlam n JPX Consulting SITE PLAN Drawn JPX Checked Consulting Inc. RFH Date 1$s Ran! WY t 03106 21 Ssm ✓unction, V"r nt r•�4o• O1-250 � I EO i'OF<EHUN �6 Oa/20/U> .. .`._..._—, —375 � AIH REIEAi� �,i� %�MAUMClE \L/ GSP RUSSELL TILLEY N/F Jc SILEVC� � .. T� TI 1 jWA ICNLINC _ _• �'� � 4r' r"'�' ti I , 6 \ •SS ! ... � ... +3Rs4d 1 c I 1 I I 1 L_ NOTES: 1. TOPOGRAPHY AND BUILDING LOCATIONS ARE BASED ON A TOPOGRAPHIC SURVEY PERFORMED ON 01/21/96 2. ELEVATIONS ARE BASED ON U.S.G.S, DATUM TAKEN FROM A BENCHMARK AT THE NORTHWEST CORNER OF THE NEW ENGLAND TELEPHONE PROPERTY LOCATED ACROSS INTERSTATE 80 FROM THE TILLEY PROPERTY. BENCHMARK ELEVATION WAS OBTAINED FROM FRED KOERNER. P.E.. BURUNCTON. VERMONT. 3, PROPERTY LINE AND BOUNDARY INFORMATION WERE TAKEN FROM A PLAN ENTITLED: 'PLAN SHOWING PROPOSED SUBDIVISION OF TILLEY FARM, OLD FARM ROAD. SOUTH BURLINGTON. VERMONP. DATED J1NE 1983 (REV. JILY. 1983). SCALE 1'-200'; BY WARREN A. ROSENSTEIN, L.S. 4. LOCATION OF THE EXISTING 24' WATERLINE WAS OBTAINED FROM RECORD DRAWINGS AT THE CHAMPLAIN WATER DISTRICT OFFICE 3T 3p 387 / 1 111 1389 I \ � I \ I \ I \I TSM — TOP OF CONCRETE MONUMENT 63' WEST OF HINESBURG ROAD OVERPASS, NORTH EDGE OF R.O.W., INTERSTATE BB ELEV. - 390.45 (U.S.O.S. DATUM) I 1-000-394—/L33 '"— C 11 I AT LOCATIONS WHICH MAY BE IN THE IMMEDIATE VICINITY OF UNDERGROUND UTILITIES. 0 \ PROPOSED00 BUI 15 0SFLDING \ F.f. ELEV.-384.75 0 SILT FENCE SEE DETNL 1 1 1 1 A.— �11T fEN<E \ 1 \ \ 1 AM (TYPfcxW ONE CHECK iAIL I AOOED SrONF <HECH OUA fiw.I 7 II• 1 \ \ —`—�•r � � � / � � ..� .� � A � ,tom i � e � • �' --'�� �"'t �- � 1 � -NORTH STATE OF VERMONT - INTERSTATE 89 SOUTH "u APR 2 8 2003 PIZZAGALLI CONST. CO. JOB# DATE REM BY CLIENT PROJECT TITLE s%F7uw DRAWING TITLE survey SCde OF Vf ��iif"1"=40' DATE RENSION BY �• QV.+p" � �� Design Donald L. Hamlin ,lab 40 0 40 80 120 PIZZAGALLI PROPERTIES, LLC MOUNTAIN VIEW BUSINESS PARK ✓Px 01-260 DATE BY 4 ND. 7201 Drawn COnS2[lt Znq Re P.O. BOX 2009 HINESBURC ROAD ✓v: GRADING PLAN ✓Px -I'ngineers, Inc. Scale �" _ 40' DATE DEN5011 P"ISZD ",WSMAIN a WDRAW BY So. BURLINGTON, VERMONT 05403-2009 SOUTH BURLINCTON, VERMONT ' A^ col Checked pawing 04128103 LOCATIONS A ADDED EROSION CONTROL ,� ~"" DATE REN90N BY ,•�4nM�A��,, Date FFH 138 %arl .SVmt 3 07 8 02 ADDED NORTH STUB TO STUN 9 ✓PX 06 8 2 AIFvx ✓iawtim Vemaw as 11 (H:V) MIN. MIRAFI 500X 1 GEOTEXIILE FABRIC-/ MINIMUM 24' OVERLAP / 4" TOPSOIL-FE MULCZ 6' PLANT MIXED G J/ LAME. SEED, k NULCH (VAOT SPEC 0704.05 12" PLANT MINED GRAVEL (VAOT SPEC #704.05 FINE) TYPICAL ROADWAY CROSS SECTION NTS ASPHALT I URB I t/t• RAD[U47' 1/2' RADIUS DETAIL �TYPE Y BITUMINOUS ONCRETE BASE COURSE 11 (H: V) MIN. dN.0 PSI CLASS H ONCRETE CURB DENSE GRADED CRUSHED STONE )T SPEC 0704.06) 4" TOPSOIL -FERTILIZE 20 LIME, SEED. k MULCH 4" TOPSOIL-FERIIUZE, UME, SEED, k MULCH 3:1 (H: V) J:1 (H: V) MIN .j.> I MIN. MIRAFI 50OX GEOTEXTILE FABRI 12" PLANT MIXED GRAVEL MINIMUM 24" OVERLAP (VAOT SPEC #704.05 FINE) GRAVEL ACCESS DRIVE TYPICAL CROSS SECTION NIS VPI STA - 12.05.79 1.. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/8' JOINTS BETWEEN SECTIONS, MIRAFI 50OX 2, EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' WITH 1/4' THICK PREFORMED GEOTEXTILE FABRIC EXPANSION JOINT FILLER MATERIAL CONFORMING TO AASHTO DESIGNATION M-1533, MINIMUM 24" OVERLAP 3. CURB REVEAL AT DRIVEWAYS SHALL BE I-1/Z' MAX. 4. CURB REVEAL AT ALL HANDICAP ACCESSES SHALL BE A MAXIMUM 13F 1/4. 5. ALL RADII LESS THAN 200' SHALL BE FORMED USING FLEXIBLE FORMS. TYPICAL CONCRETE CURB Will V-0• MATCH EXISTING 1/2' RADIUS FINISH REVEAL GRADE v77/ / /. _ _ _ / 1�6. CONCRETE CURB, SEE DETAIL TYPICAL CONCRETE CURB TAPER DETAIL NIS L - 120.00 y'. r� K - E . 40.00 0.45 TYPICAL ROADWAY I GRAVEL ACCESS DRIVE d 3 $ CROSS SEC ON TYPICAL MOSS SECTION $ 395.00 395.00 VPI STA - 1 .87'55 t;d L91 EL - 374.60 4 4 L-=.DD gg K - 60.00 E - 2.25 NEI YDR NT ASSEMBLY g7i 390.00 390.00 - i 1.0000% - - _ -(RIIo ,-E XISIING GRADE FINISH GRADE BIKE PATH �o e�T .it io T mRnx1 GHT EDGE) w/x/ / ^s 3 E FI ? 385.00 43' BENDS GATE VALVE - _ 385.00 77 FIN16 GRADE OF - ROADWAY ENTERUNE _ EW B" D.I. WATERUNE- 4 NE WA NDER BIKE PATH) 380.004 CE CROSSING 380.00 8 x. NEW f NJ( A TO HYDR IT ASSEMBLY \ =i. ?' 3" EXTRUDED POL(STYRENE FOAM INSUL kTION. g \ \ \ USE TWO LAYER EACH 1-1/2" THICK WI I \\ 375.00 JO4 STA RED. g� 375.00 a \ 8 m ?� F[CDAAM W 3'OL 160 PVC EW 6" SDR73 PVC NEW 6" D.I. WA e u S-0.0222 fT./FT SERVICE CROSSING a \ i > 3" EXTRUDED POLYST ENE FOAM INSULATI N. �, °Jj \ . .3 USE TWO LAYERS. CH 1JOINTS THICK, VA 370.00 ` 370.00 15i_ pll \ ET b \ \ Z& x Ra 3 CL P 365.00 R F�ICEMAIN 365,00 NEW 6" SDR S PVC 01 /OIIWAM� S-0.0600 T./FT \ 360.00 \\ 360.00 E B" GA VALVE J" To xY.- a:/mroo 4 BENDS NEW 8" 0.1 WATE TO HYDRANT A EMBLY 355.00 _ 355.00 EW 6" END c WIrTHRUSIBLOCOE DESIt-wo LEV. -� EXIST. ELEV. k M O Lr) N N U') O U') M Lo L0 Lo 't In L0 L0 II') O � LID Ln Q1 I\ "t ^ M M LO .4 TD a0.-MDOMMMLO M Lr') M O n 0) M- M d M O 0) 0) O N I� LO 00 d- Lp 19O)00O)OTO 8 L0 DO OTt- 00 (6 r In O d d M "I N r/) N O) .= 00 In 00 (V d- 0) O Ln In Aao Do 00 0) DD rn 0000 Do 0o 00 Oo Do W Co 00 OD 00._ 00 00 00 00 00 00 1\ 00 r 00 1` n 1`1 r-corLo m 3SO.O O M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M �m M 350.00 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 PCEIVIED APR 2 8 2003 PIZZAGALLI CONST. CO. JOB # T� SCALE: HORIZ: I "= 40' VERT: 1 - 4' DATE REVISION BY CLIENT PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 50. BURLINGTON, VERMONT 05403-2009 PROJECT TITLE MOUNTAIN VIEW BUSINESS PARK HINESBURG ROAD SOUTH BURLINGTON, VERMONT ,"BEuwB ��1" OF V i .•���'.•'•• IC '% p r p. oi~, ,L• = �G4'`jNO not ' n F`�{?eD/ \: 0/ONAL E,�� 4w47u.... DRAWING TITLE ROADWAY PROFILE & DETAILS Survey .VRM Ronald L. famhn COnS1lltin 9 Lrngineers, Inc: J86 Bart SYmt Brrcx ✓unclson, Fermant Sco(e SHOWN DATE REVISION BY Desko JPX Job oT-z5o DATE 04128103 REVISIONRELoOATED NYDRANTS & REVISED FORCEMAIN PROFILE BY JPX Drawn JPX Ru DATE 071231102, REVISION REVISED INVERT INFO FOR SLR 3 BY JPX Checked RFR Brewing Q DATE 051061021 REVISION REVISED WATERLINE BY JPX Dote 031061021 390 i 390 flfNSED RW EIEv 0/x8/0.J 385 385 380 380 M4D ENISiI�G CR E a �� .+ 1 OOVEfl rgifEN ¢ ^� EXISTING OR �& 375 OVETt FORCEMUN — — \ // 375 - EXISn TO 8E 46 18" NDPE CUL ESET. AS NECES T ARY / J USE UDELAYERS, EA WO E FOAM 1 /Y ITHICK' 11 1-1/2- TN — — — — — — — — -- / OINTS STA 370 — 370 / MINIMU COVER i / 365 / ' 365 / / RR / I80 PVC 3 360 FORLEMNN > 360 - / RENSED rORCENNN PflOrAE g / 355 355 EXISTING 18' CULVERT BE RESET, AS I ECESSARY WPWM 350 / / / 350 / / / / / EMBED .ge 345 345 xar—E..N /03 / / EXISTING GRADEb / - OVER FORCEMAIN 8' 340 / 340 1 �'� /' I REVISED StNUCiux 0/19/OJ 335 A 335 ' / MINIMU COVER 330 R ' ' ' FORCEMAIN IGO PVC 330 flrxsro roRCENMx RNaAE D/xe/w NSTALL END I AP 325 J TEE 325 320 320 a 88 1e±M • 5 4' ; 315 -AT a a 310 8 310 305 305 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50' 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24-50 10+00 10+50 11+00 11+50 12+00 12+50 APR 2 8 2003 PIZZAGALLI CONST. JOB# lana'3 SCALE: HORIZ. 1 "= 50' VERT: 1 "= 5' DATE REVISION BY CLIENT PIZZAGALLI PROPERTIES, LLC P. 0. BOX 2009 SO. BURLINGTON, VERMONT 05403-2009 PROJECT TITLE MOUNTAIN VIEW BUSINESS PARK HINESBURG ROAD SOUTH BURLINCTON, VERMONT ,�JP�E ,�p: �fR O�, { `E ? (' o, �xm I � € : �„;4'ga s �'2"� �i es.' ..+'�6 �� ,,�� �.. e� e� �,,, DRAWING TITLE FORCEMAIN PROFILE Survey L/RY Ronald Z. famltin COnS?/Ztin f Z'ngineers; 1 f94 Aas/ SYFoet rs,*z Junction, t'e rd Scale SXOMN DATE REVISION BY Desgn JPx Job 01-260 DATE REVISION BY Drawn JPIC ne DATE 04 28 S REVISION REVISIONS TO REFLECT RELOCATED FORCELAIN BY JPX Checked RFH Drawing DATE OL 2 REVISUDI LABEL DROP —MANHOLE BY JPX Date OS/06 2 21m NEW HYI ANT ASSEMBLY ; y 390 _ & 390 E%1 TING GRADE RELOCP,f RT ~ 1 0 R FORCEMAIN Aoo S' Ill. oa,��� ro RwR.wr XIS TO B GIB" RESET, AS NECE SARY ` �- �.� ` 1 -FINISH GRADE OVER WATERLINE m _ 385 F MINIMUM COVER (FORCEMAIN) MINIMUM C (WATERLINE) _ NI 0 GRADE FORCEMAIN 385 EXISTING rRA OVER FORCEM IFi � NEW w' 45' BEND '� _ EW TAP. WET 45" BEND _ _ ^' EW 5' D.I. TO EX S71NO 24' D.I. WISH GRADE / NEW 3" CL 16 PVC NE B' E 6" O.J. WATER VICE CROSSING — _ OVER WATERLINE / FORCE NN GATE V N: 38O 38O NE Y 6" D.I. T'ft- — / " HYD ANT ASSEMBLY \ \ EMIS7IN GRADE \` DI. WATERLINE EXTRUDED POL ENE iOAM IN LATION. c \ \ OVER F CEMAIN USE TWO LAYER EACH JOINTS S. AGGEREO. m EW 6" D.I. WATERLINE \ 375 £ ^ 375 %ISTIN 24" D.I. WATERLINE CROSSING. - EW FOIN 3" CL 780 PVC EMAIN \ \\ FINISH GRADE DEPTH I NKNOWN Z _ \ \ \ 'OVER FORCE 3' XTRUDED POLYS ENE fOAM IN TION. \ \ 37O OEA E �TIN. WATER 71 UNKNOWN CE U E 1W0 LAYERS, CN 1-I/2' THIC JOINTS STA , IM d+ RED. n (� \ \ \ 370 o'focn¢ %IS C 24' D.I. WATE LINE. 3 II DEPTI UNKNOWN ' NEW 6' 0.1. SERA CE WATE:J�� NG \\ \ \ 365 \\\ 365 3' CL 160 P \ _ a�� colAx� fORCENAIN — 360 _ Rf'n5f0 r CE ovzoi"n 1-14 360 A. V D 1. ro w/:A -T 6' SDR35 VC SEWER NEW 6' D1 WATE SERVICES B (CAPPED) TO HYDRANT ASSEM%Y 355 I 355 NEW 6" GATE VALVE 350 350 3� 8 99 r � � 345 345 — m 340 340 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 RIV, UK C, If FE APR 2 8 2003 PIZZAGALLI CONST. CO. ,SOB# IaD-L3 DATE REVISION BY CLIENT PROJECT TITLE DRAWIN6 TITLE Swuey Scale ,,,,j11/ww+A, o•°�� OF�V ,��. P'' d/RJ/ Ronald L Hamlin SHOW V DATE REVISION BY Desgn Job SCALE: HORIZ: 1 = 50 PIZZACALLI PROPERTIES, LLC P.O. BOX 2009 MOUNTAIN VIEW BUSINESS PARK HINESBURG ROAD a�P ` : o=nNo. not FORCEMAIN &WATERLINE ✓Px Cons idling L'ngineers, /no.. 01-260 DATE REVISION BY DfOWN ✓PX Tk VERT: 1 "= 5' SO. BURLINGTON. VERMONT 05403-ZO09 SOUTH BURLINGTON, VERMONT %-1t�gDl o%az ��SS/"'^""'+F,l�;�� PROFILES DATE REVISION RELOCATE HYDRANTS & BY Checked Drowng 04 3 REVISED FORCEYAIN PROFILE hWmLip��' RPH >36 lbarl SYmot 6 DATE 06 6 2 REVISION REVISED IIATERLINE BY JPX DOZE 03/106/02 6ssea Junction, Vermont DETAIL "A" JACKING, BORING, AND DIRECTIONAL BORE - UNCURBED TYPICAL DETAIL "B" JACKING, BORING, AND DIRECTIONAL BORE - CURBED TYPICAL JACKING OR BORING PIT 2-6" MINIMUM I I I I I JACKING OR BORING PIT //I -I I- - - - - - - -- -- SHOULDER TRAVEL L VARIES VARIES SUBGRADE LINE TRAVEL LANE SHOULDER VARIES VARIES I I OPEN CUT AND PAVEMENT REPLACEMENT APPLICABLE ONLY WHEN SPECIFICALLY AUTHORIZED BY HIGHWAY PERMIT DETAIL "C" DETAIL "D" OPEN CUT EXCAVATION OPEN CUT W/ PORTLAND ACROSS BITUMINOUS CEMENT CONC. PAVEMENT CONCRETE PAVEMENT U U 3 3 a a 6' MINIMUM BITUMINOUS 2 2 CONCRETE MIN. MIN. PAVEMENT •r 'h DMAXIMUM SUBBASE �o MATERIAL SUBGRADE LINE \- SLEEVE IN THE EVENT THAT AN ADJACENT TRANSVERSE JOINT IS LESS THAN FOUR FEET FROM THE CUT, THE PAVEMENT SHALL BE REMOVED TO THAT JOINT. DRILL & GROUT 4' LONG 45 BARS INTO 2' DEEP HOLES DRILLED EVERY 18" ALONG BOTH SIDES OF SAWN CONCRETE. TIE TOGETHER WITH "5 BARS. BITUMINOUS -- CONCRETE 6-0" MIMIMUM PAVEMENT PORTLAND CEMENT �.. - CONCRETE -- 1 - „a, ., PAVEMENT SUB -BASE EXCAVATED MATERIAL SUBGRADE - 2'-0" 2'-0" (BACKFILL) I LINE F MIN. MIN. I� SLEEVE FOR UTILITIES D+2' MAXIMUM RECEIVING PIT 2'-6" MINIMUM I 12" I MINIMUM I I JACKING OR I BORING PIT — — — — — — — — — — — 2'-6" -� MINIMUM 12" SHEET MINIMUM PILING VI 2'-6" MINIMUM CASING PIPE OPTION USING SHEET PILING DETAIL "E" CONCRETE OR STEEL SLEEVE SHALL NOT EXCEED MANUFACTURERS -- RECOMMENDED SPACING _ 3'-0" _ _3_0" 3 0" 1'_0 A� TMI-mum 0 HICK BRICK MORTAR PL 1 3'-0" —►1 w 1- 7 -- BEVEL SKID ENDS SKID DETAIL NOTCH SKIDS TO PREVENT DAMAGE TO STRAPPING. 31/2" MIN. NOTCH WIDTH TO MATCH STRAPPING REQUIREMENTS. TYPE "A" TYPE "B" STAINLESS STEEL STRAP CONCRETE OR STEEL ENCASEMENT SLEEVE CARRIER PIPE BLOCKING (SKIDS) E 5'-0" MINIMU� SUBGRADE LINE \ �\I_I UTILITIES ----I SECTION A -A I. SKIDS SHALL BE HARDWOOD, NEOPRENE, NYLON, PLASTIC OR OTHER MATERIAL f E L 0 HIGH ABRASION RESISTANCE AND A LOW FRICTION COEFFICIENT APPROVED BY THE ENGINEER. 2. METAL STRAPS AND CLIPS HOLDING BLOCKING TO THE CARRIER PIPE SHALL BE STAINLESS STEEL WITH A MINIMUM CROSS SECTION OF 0.014 SO. INCHES. STRAP SPACING SHALL BE A MINIMUM OF TWO (2) BANDS PER SKID LENGTH. 3. CARRIER PIPE SHALL BE PUSHED OR PULLED THROUGH THE SLEEVE SO THAT JOINTS ARE ALWAYS BEING COMPRESSED. 4. CARRIER PIPE SHALL BE WRAPPED WITH ASPHALT TREATED FELT AT THE MASONRY PLUGS. 5. THE MASONRY PLUG SHALL BE WATERTIGHT. GENERAL NOTES I. SHEET PILING MAY BE DRIVEN VERTICALLY FIVE (5) FEET OUTSIDE TH SHOULDER POINT, OR ONE (1) FOOT BACK OF THE SIDEWALK, TO ALLOY FOR A SHORTER SLEEVE. 2. SEE DETAIL 'A' OR 'B' FOR DETERMINING SLEEVE LENGTH. 3. IN THE EVENT THAT PERMISSION IS GRANTED TO CUT AN EXISTING PORTLAND CEMENT CONCRETE PAVEMENT, ALL CUTS SHALL BE MADE WITH A SAW TO FULL DEPTH. 4. PORTLAND CEMENT CONCRETE PATCHES SHALL BE PROPERLY CURED FOR SEVEN (7) DAYS BEFORE BEING SUBJECTED TO TRAFFIC LOADS. WHEN HIGH EARLY STRENGTH CEMENT IS USED, PROPER CURING FOR THREE (3) DAYS SHALL BE REQUIRED BEFORE BEING SUBJECTED TO TF LOADS. WHEN A HIGH STRENGTH, QUICK SETTING CONCRETE PATCHING COMPOUND IS APPROVED, IT SHALL BE PROPERLY CURED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS BEFORE BEING SUBJECTE TO TRAFFIC LOADS. 5.ALL EXPOSED BITUMINOUS SURFACES SHALL BE COATED WITH EMULSIFIED ASPHALT PRIOR TO PLACEMENT OF NEW BITUMUNOU' PAVEMENT. 6. BITUMINOUS CONCRETE PAVEMENTS SHALL BE REPLACED WITH BITUMINOUS CONCRETE PAVEMENT AT THE SAME THICKNESS OF THE PAVEMENT BEING REMOVED, AND IN ACCORDANCE WITH THE VAOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, SECTION PORTLAND CEMENT CONCRETE PAVEMENT AND SUBBASE ARE TO B REPLACED IN KIND. MATERIAL BELOW SUBGRADE TO BE REPLA WITH EXCAVATED MATERIAL, OR AS DIRECTED BY THE ENGINEE ALL BACKFILL MATERIAL SHALL BE MADE IN SIX (6) INCH MA LIFTS AND COMPACTED TO NOT LESS THAN 95% MAXIMUM DRY DENSITY. 7.THE DIAMETER OF THE ENCASEMENT SLEEVE SHALL BE EQUAL T THE DIAMETER OF THE CARRIER PIPE PLUS TWELVE (12) INCH (SEE VAOT SPECIFICATIONS, SECTION 625, FOR EXCEPTIONS. REVISIONS AND CORRECTIONS APPROVED DEC. 23, 1974 - ORIGINAL APPROVAL ��ONT AGENc�o VAN D Q G) C SEPT. 9, 1975 -CARRIER PIPE AND PORTLAND CEMENT —ECTOO HIGHWAY' C�®St�ING SLE1Le �Y llsS NOTES REVISED DIRECTOR OF GRAM DEVELOPMENT OCT. 30, 1985 - REVISED TO CONFORM WITH 1986 SPECIFICATIONS GAL' JUNE I, 1994 - REISSUED, WITHOUT CHANGE, CHIEF OF UTILITIE V UNDER NEW SIGNATURES. �4 0� U_Nl D1'elRxGI `k0U_ . D UTILITIES D o O MAR. 10, 1995 -REISSUED, WITHOUT CHANGE, UNDER NEW SIGNATURES. �//U -_,-., MARCH 3, 2003 - REVISED TO REFLECT CURRENT FEDERAL HIGHWAY ADMINISTRATION 4114vS" DESIGN CRITERIA MOUNTAIN VIEW BUSINESS PARK PROPOSED SITE DEVELOPMENT SOUTH BURLINGTON, VERMONT SHEET INDEX 1 SITE PLAN 2 GRADING PLAN 3 ROADWAY DETAILS 4 SITE & EROSION CONTROL DETAILS 5 WATER & SEWER DETAILS 6 STORM WATER DETAILS 7 LIGHTING PLAN Ff.., DONALD L. HAMLIN CONSULTING ENGINEERS, INC. ��° 136 Pearl Street, Essex Junction Vermont 05452 = ° � ° = JANUARY 2002 ,'SSONAL F'�>•J THE CON1141101 SHALL NOTIFY 'DIGSSAFE" AT 1-888-344-7233 PRIOR TO ANY EXCAVAT ON CB(I SMH/1 AT LOCATIONS WHICH MAY 6E IN THE IMMEDIATE RIM-3e3.0O RIM-363.e5 VICINITY Of UNDERGROUND UTILITIES. 18' INV.-3]6.49 6" 1NV. IN-376]5 NOTES e' INV. OUT-376.65 1112 1. TOPOGRAPHY AND BUILDING LOCATIONS ARE BASED ON A TOPOGRAPHIC SURVEY PERFORMED OM 01/21/96. PROJECT INFORMATION -LOT A lL di w W-363.37 SMHf2 2. ELEVATIONS ARE BASED ON U.S.C.S DATUM TAKEN FROM A 9ENCHMARK AT THE NORTHWEST CORNER OF THE NEW ENGAND 18" INV..J]p.09 RIM-]19.96 AREA (IF IDIdL 6L1O11ED 6' 1xv. w-3]2- TELEPHONE RRORERTY LOCATED ACROSS INTERSTATE N FROM THE ALLEY PROPERTY. BENCHMARK SSZpb.]J9 ELEVATION WAS OBTAINED FROM LOT E 00.0 J0.0 .93 6' NIV. OUT-3]2.86 FRED KOERNER. P.E.. BURUNGTON, VERMONT. Exiv�T 11N; BUILDING COVERAGE 1S,OD0 7.6 RAI- ISO RACK PARKING 0 DRIK COVERAGE 50.363 25.6 18' MV-3)9.40 SMIT/3 ). PROPERTY LINE AND B DAD. SO INFORMATION GY WERE TAKEN FROM A PLAN 19V (RE: 'PLAN SHO3)NC PROPOSED SUBDIISON OF RM-363.60 TLLEY FARM. OLD FARM ROAD. SOUTH BURUNCTON. VERMONT', DATED DUNE 1963 (REV. DULY. 1983), SCALE 1'-200'. BY WARREN A. SIDEWALK COVERAGE _ N8 _ 0.2 --- MN 8" INV. 01-35660 ROBENSiEIN, L.S. TOTAL COVERAGE -------- 85,]1J 3J.4 ]0.0 18' INVa-31]9.56 8' INV, OUT.356.50 4. LOCATION OF THE EXISTING 24" WATERLINE WAS OBTAINED FROM RECORD DRAWINGS AT THE CHAMKAIN WATER DISTRICT OFFICE. FRONT YARD SETBACK 512E 34,016 f00.0 \ mMis m MM-S-3 Q FRONT YAFO COERAGE 5.058 14.9 30.0 16" INV.-J]9.]0 ZONING DISTRICT: MIXED INDUSTRIAL f COMMERCIAL " na00 TV 01-373,32 REWIRED: 14SPACES (15,000 Si a 2 STGHLS a t SPACE PER a50 y OFAJ CBP] PR OVIDED: t, SPACES 6' IMo.1]3.p3 �., f0 V� <�1 � FKIC�tINC, BARN NAI ) PIMf�3]9.00 ,A I t)H�VE ' `� ,1 16• INV.-J]1.31 \ CB69 �\ HCOEWLLEFCilOMAIN M SMHP]E PW -&JV -031 CONNECTION TO °1IV NANI Gp.5EWE N SEWER moo RIM MAIN 18NV37 7 44A580n 1 \ c \\ 6 NEW 6'K 2]1' SDR36 PVC l I I e CB/it NEW 6" END CAP I 1 S 1 5-0.0600 FT./FT 'r 1 1 t, 18" IN .3s ` �L B" INV.3]4.65 IN BLOCK97. R 1 P E WE PPAAITH� CAiFNmY6E \ I60 vnN NEW le'. 27' HOPE 1 I ULYF'A t- \ S-0.o05 FT./FT. i RUSSELL�rTILLEY \ 1 I i I 11 N/' NEW EW WET TAP EXIEEi, ASSEMBLY \ M i T { µ.. ,ll •^' ^,l 1 \ II S.QO OO SfT,)5 PVC / NEW 8". 1]i' SOR75 PVC I'' ( ! M1 1 11 I MAC IW1[IE 1 T NEW PUMP WIN �, 5-0.0216 Fi,/FT f 1 MIVE / 7 WIN. WISE, W 9' D.I. ___ ` C8f1U I I - INV 1N-35650 (STUB) \ ''y WATERLINE NEW 4' HOPE \ '\ I 1 I I 1 ,• WV. RT-356.16 NEW 8'.6" TEE AND 1-FORCE MAIN '� - SMH/2 �' /; ¢[TAIL `' 11 iI\ '\ F.Y. INV WT-MXJI XX 6' wn VALVE I I I 1 1 CARNaG / / �P1 A I I iI� 1 1 1 tl A 1 ) t: /: GeIN-J--- -T- 1 1 1 I 1 1 ( \�l STUB FOR FUTURE USE EW 8'. 12' SDR3S PK tx .. ,:N� �' NEW 18"a 27HOPE 9 NEW TB'x 4T ND� t I "1";/ THRusT eLocYc `� a I /FT \ / j \1 1\ 1 II 1 11 i I I 11 l \ SIDE IS \\: W 22-1/T BOND 5-0.005 FY /FT NEW COMC. 1 MOR ,' 1 OP LNE 01A66ttss DARK Il G w NEW caNCRE OURB/---+ _ NEW BIT. CONIC CURB �/r MEW 8'. S9' SDRJS PVC `) \ PAIR EW HYDRANT a S•00206 FT/FT. BIKE III , ASSEMBLY MOVE EXISTING TREE W �'V �rV CBNS ', ;P NEW 6". V CASs RON NEW CONCRETE \ 1 \ \ 1 1 NEW 8' D.I. $ NEW-S-0.0206 FT. /e'T I- �W e. WAIERLINE� _ NEW 6• CLEANOUT / ! „ REwICURBCU_ @ \ 1 I I I I \+C+ ATE VALVE - "• WATER SERVICE 1:1SLANU FA \ NEw`9LII)MIMOUS CONCRETE\ \ w \ i✓'/ 1 /. PARKING ARER-.._ \ I 1 1 1 1 1 1 1 \ \ /i✓i ' 8 o FBA>, CURecoxc. 9�� • Inv.-nn05 / t f 1 \ \ 1 l \ \ \ \ f k _ \ D NEW 18'. 121' NDfE 1 1 \ 1 \ l \ \ I NEW tB'vffi' HIE I �.''� \ \ TILLEY FAMILY S... FT./Ft \ �z 1 !�- NEW CON' �; s-o.oas 11 /FT, I 1 1 i 1 1 1 1 \ \ \ \� LIMITED PARTNERSHIP I f I 3 NEW BITUMINOUS.rwakK'� / CONCRETE ROADWAY '(a) nBeEN s '�/'' ' \ \.. NLw 6 , HOPE - \\ NEW 1.vno5 r� T... �..% \ •"1 i BIKE NA ,E' ^ E.ISTINC TREE / t; 4 Y IrcW ISLANn; E CONC PR OSEO BVILGNG 1 J I I \ \ \ \ \ \ S. _. LK \ 1 15.000 5< CONCRETE CUPS �� 'K) \11 - t I 1 ••,S.a _• a\ �e NEW sLC L B+i, 9 EW N q9 HOVE:�� b S vl \\ I NEW NEw to"X, P/ HDPE 1 -CURSED s.D.00S s./FT. / \ \ \ \ i \ \ 1 Sow BACA 1 5 s coos FT /FT ,s 1 \ ISLAND d I 1 \ \ \ p 1 \ 11 HWESBU�' .qs A NEW \ \ 1 8 11 �11 is a-2-, x-s- T i E ♦ 3 vv .;R' e / / I V \ RANR I\\v<! / I ROOF DRNNS 1 Ew CONc II[W CONC. / / 1s• / ! ! / \\ k '� _ . \ � \ _I�\ i /C - MIXED INDUSTRIAL, AND CON- 1OgAL _ Ir aR$ _ ca o \cope _ \ SIDE sETeACKs 1 ICI \-MEW AREA S CONCRETE NEW SCREENED SDP 35 0 a-- /--'C'/0-Z VA11X OPEN ACE DUMPSTER LocanoN I \ e INv..)]Soo I I"" \ a -- �. pe' HOPE EW SCREENED\\ V A NEW I* OMPSTER LOCATIONV \ A E \ 1 I I \ SIN PAD \ \ 1 ! f pp�' V41 1 1 ti urrto aia sioxc PE I \\ \\ ! { / % \ \\ �y%I\.o \ `\.�41 1a' IN, 76 NEW SINE 11 I {T �� \ LINED DITCH NEW RETENTION BISIN 6"�A9N DRAI \ ' \ RC1F7lTON SASI I ! \ `\ 1\ .� \ 1 1 LOT A I I BOTTOM WATER ELE 1 1 ///---OUTITITITIMMEEEEI STRUC RE \ \ EW i A \ \ .V IN ACRES I I N WATER ELEV-] 5373 RAM <IIASFNENT 1 NEW ORASS 1 S 4 PADI 1. HIS I 249. w sTOME y LIMIT ET CLASS XI LINED DITCH WETLNTD$ CLASS II WEnANO LMI TOM E TOP OF CONCRETE MONUMENT 85' NEST OF NINESBURG ROAD OVERPASS. ^-.ems STATE OF VERMONT -INTERSTATE 89-AUTtt,... RETENTION BASIN NORTH EDGE OF R.O.W. INTERSTATE 69 OVERFLOW SPILLWAY ELEV. - MO 45 (U.S.G.S. DATUM) DATE rQIA" BY CLIENT PROFCT TIRE DRAWNG TITLE soMY sE''v 11, •'ASA54 OF MV.,e t`v,....... YRY I.bnald L Hamlin DALE REM50N BY pesiyn itT'=40' 40 0 _ 40 80 120 - PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 MOUNTAIN VIEW BUSINESS PARR HINESBURG ROAD �ShP' P t ` " C tjNo. 720 1,? SITE PLAN JPx Consullin9 01-260 DATE REMSION BY Drown JPX RN , o Angmeers; Inc. DATE rSMSp GENERAL RuvislONs x BY Checked Da ®g Scale 9" = 4� S0. BURLINGTON, VERMONT 05408-2009 SOUTH BURLINCTON, VERMONT q P E { -iFss'^��5.. 01 Y RELOCATE ROADWAY 3 SECOND DR/V JPX •••''aGP K Al gpN J' A`as1 'nFM DATE 12112101 KM90N SHOW WETLAND LIMITS R REVISED POND OUTLET h D12CH BY JPX DBI, f0/264f �FL L� w44 ZVI- A-f`Am 1111A)0f91 THE CONTRACTOR SHALL NOTAY "UIGSSAEE' AT t-BB8-364-]23_,-A" PRIOR TO ANY E%CAVATON Ai LOCATONS MMICH .Al SE IN THE IMMEDIATE NCINITY W UNDERGROUND UTLITES. NOTES: 1. TOPOGRAPHY AND WILDING LOCATIONS ARE BASED ON A TOPODRAFNIC SURVEY PERFORMED ON 01/21/96 2. ELEVATONS ARE BASED ON U.S.G.S. OATUM TAKEN FROM A BENCHMARK AT THE NORTN—T CORNER OF THE NEW ENGLAND TELEPHONE PROPERTY LOCATED AMOSS INTERSTATE 89 FROM THE MILLET PROPERTY. BENCHMARK ELEVATON WAS OBTAINED FROM FRED KOERNER, P.E., BURLMCTON. VERMONT. 3. PROPERTY LINE AND BOUNDARY INFORMATION MERE TAKEN FROM A PLAN ENTITLED: 'PLAN SHO.NG PROPOSED SUBDIN90N OF TLLEY FARM, OLD FARM ROAD. SOUTH BURLINOTON, VERMONT DATED JUNE 1963 (REV ALLY, 1983). SCALE I'.2W. BY WARREN A. A. LOCATION OF THE EXISTING 24• WATERLINE WAS OBTMNED FROM RECORD DRAMNOS AT TNE CHAMPLAIN WATER DISTRICT OFFICE 0 _-BOBni- STATE OF VERMONT — INTERSTATE 89 sa1Lm TILLEY FAMILY LIMITED PARTNERSHIP N/F ao 0 40 eo 120 -- Scale I" = 40 DATE REA90N BY CLI(NT PIZZAGALLI PROPERTIES• LLC P.O. BOX 2009 S0. BURLINGTON, VERNONT 05403-2009 PROJECT ME MOUNTAIN VIEW BUSINESS PARK HINESBURC ROAD SOUTH BURL/NGTON, VERMONT punEF • 'o •�'�� °F �f;� � P` P' :� A. '\ '�' � = No. nDT W o ;� w1W ; ^'�cTSTE�°�T=c= iF�n•�• ,,, DRAWING TITLE GRADING PLAN Survey xnx Donald L Aan>din ConSdi n9• Engineers, Inc. - Ise art Shn1 A— A-aw; vIm"'a Stile r•-ao' DATE Mesa+ BY D qR JPX 01-250 DATE REM BY Drawn JPx � °A� "�'s0N BY nekd RFN BIBB* z DATE Of R REN9011 GSNLRAL REVISIONS BY JPX Dale }0126107 ' "ERIILIZE, - i" T1PE III BITUMINWS A EMULSIFIED ASPHALT 4" TOPSOIL-FERTIUZE, SEE LIME, SEED, & MULCH URS & MULCH CONCRETE WEARING CWRSE TACH COAT DETAIL 2" TYPE II BITUMINOUS .._'•�-^---..--- CONCRETE BASE COURSE M N. MIN. IBRI / CEOTEFABRI C-/ 24'LE MINIMUM 16' OVERLAP 4• TOPSOL. FERTILIZE UME. SEED. &MULCH B" PLANT MIXED GRAVEL 1B' DENSE GRADED CRUSHED SiOIVE MIRAFI 500N OTExTILE FABRIC 12" PLANT MIXED GRAVEL (VAOT SPEC 0704.05 FINE) (VAOT SPEC "04.06) MINIMUM 24' OVERLAP (VAOT SPEC 0704.05 ONE) TYPICAL ROADWAY CROSS SECTION NTS 4" TOPWX-FERTILIZE, 20 LIME, SEED. & MVLCH 4" TOPSOIL -FERTILIZE. LIME, SEED, & MULCH XNN JI MIN. � MIRAFI SOOx / CEOTE%PEE FABRIC-� 12' PLANT MIxED GRAVEL MINIMUM 24" OVERLAP (VAOT SPEC $704.05 FINE) GRAVEL ACCESS DRIVE TYPICAL CROSS SECTION NITS 1/4' RADIUS-,, 1/2' RADIUS 7' I' J,000 PSI CLASS B CONCRETE CURB I, CURBING SMALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/8' JOINTS BETWEEN SECTIONS. 2, EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' WITH 1/4• THICK PREFORMED EXPANSION JOINT FILLER MATERIAL CONFORMING TO AASHTO DESIGNATION M-1533. 3, CURB REVEAL AT OR I VEWAYS SHALL BE 1-1/2' MAX. 4. CURB REVEAL AT ALL MANOICM ACCESSES SHALL BE A MAXIMUM OF 1/4'. 5. ALL RADII LESS THAN 200' SMALL BE FORMED USING FLEXIBLE FORMS. NTS 4'-0• MATCH Ex STING 1/2' RADIUS FINISH REVEAL GRADE J 3'-6• \ CONCRETE CURB. SEE DETAIL TYPICAL CONCRETE CURB TAPER DETAIL NTS VPI S A - 12+06.79 IXMi g VPI E 390.22 L m 20.00 395.00 0 X K - o.o0 ---- _ 395.00 E W m m TYPICAL ROADDAYGRAVEL CROSS SECTYPICAL A C CESS DRIVE OSS SECTION 390.00 m EXISTING GRADE - 390.00 VP 5 _ - •� _ _ FINISH GRADE BIKE PATH VP: VPI EL EL 0. 3 8.60 .60 (RIGHT EDGE) L - 300.00 i w K 50.00 385.00 e " E m 2'25 385.00 + II _. _ II II _ 380.00 r Fl ,.:7 ROADWAYHCEN DE OF RUNE 380.00 N + o 'e `� \�` 375.00 '.2 1 375.00 N W V U � � 370.00 370.00 \ 365.00 360.00 C 360.00 B ot < h g 4 v 355.00 355.00 DESIGN ELEV. EXIST. ELEV. Ln I+) O I,n N N 17 O Ln toU-) U') U-) <t U-) Ui Lt7 to O .- DO .- M 00 M M M ID M LC) M O M m I? M V' Imo-) O O 0) O N n CO N M 00 O 0O 0) O 0) O 0) 0) 00 0) n GO (0 n Ln (D V d" M v N M N 0) F 00 r- Ln 06 N 0) O Ln in 350.00 00 00 00 DO 0) CO 0100 00 00 00 GO N 00 00 00 00 Do W I)D a0 00 00 00 00 n 00 n 00 n n n n O n O LO Lo IM MM MM MM MM V)M MM rMM MM MM MM MM MM MM MM MM MM MM MM M 350.00 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 DATE REVISION BY CI N NT PROJECT TITLE - - - - DRAWING TITLE Survey Scott SCALE: A4411X4X6 0. 0FYV4' 1, MRM Pon ald L Aamlin SHOWN DATE REVISION BY Design job HORIZ: 1 "= 4O' PIZZACALLI PROPERTIES, LLC P.O. BOX 2009 MOUNTAIN VIEW BUSINESS PARK HINESBURC ROAD ,-'* AQ ✓1 P' �f' ,. yf424 C A t 7zDN I . ROADWAY DETAILS JPX Consullany o✓-z5o DATE REVISION BY Fawn- ,PE VERT: 1"= 4' S0. BURLINGTON, VERMONT 05403-2009 SOUTH BURLINCTON, vERMONT ;nNR. , W e l Agineers, Inc. DATE REVISION By Checked 2 � ,,AS�FO� RFH ,,,, 370126107 DATE REVISION BY to O7110102. RAVEL ACCEESS DRIVE DETAIL JPH ew.e� Esrers✓u�t:o7A Yarnanf —VARIES. SEE PL I.TYPE 111 BI'MNOUS 'ERTILZE CONCRETE BASE COURSE 4' TOPSOIL -FERTILIZE. SEE LIME, SEED, k MULCH k MULCH EMULSIFIED ASPHALT TACK COAT RS DETAIL 3:1 (H: v) 1-1/2' TYPE II BITUMINOUS CONCRETE BASE COURSE MIN. MN 6' PLANT MIXED GRAVEL \MIRAFI 500% (VAOT SPEC /704.05 Me) �t£OTEXTLE FABRIC 18" DENSE GRADED CRUSHED STONE MINIMUM 24' OVERLAP (VAOT SPEC 0704,06) TYPICAL PARKING CROSS SECTION NT5 1/4' RADIV 1/2" RADIUS T' 1' 3.000 PSI CLASS B CONCRETE CURB 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/8" JOINTS BETWEEN SECTIONS, 2. EXPANSION JOINTS SHALL BE CONSTRUCTED EMERY 20' WIN 1/4' THICK PREFORMED EXPANSION JOINT FILLER MATERIAL CONFORMING TO AASHTO DESIGNATION M-1533. 3. CURB REVEAL AT DRIVEWAYS SHALL BE 1-1/2- MAX. B 4. OURREVEAL AT ALL HANDICAP ACCESSES SHALL BE A MAXIMUM OF 1/4 5. ALL RADII LESS NAN 200' SHALL BE FORMED USING FLEXIBLE FORMS, YPICAL CONCRET NTS THICK 3.300 PS YADM AS BROOu flM ON TROWELED EDGES. 4 CONCRETE WALK SHOWN ON PLANS POSED AGGREGATE SURFACING ON ALL RAMPS. 4" TOPSOIL -FERTILIZE, LIME. SEED, & MULCH, S 1/4' PER FOOT 6 -•r�—�6- PLANT MIXED GRAVEL NO}F5. (VAOT SPEC 11)04.05 Ana) 1/4' PREFORMED JOINT FILLER SHALL BE CAST IN E%PANS*N JOINTS EMERY 20 FEET. FALSE JOINTS SHALL BE PLACED EVERY 5 FEET. PLANT MIXED GRAVEL SUBBASE SHALL BE COMPACTED TO 951E OF THE MAXIMUM DRY DENSITY USING THE STANDARD PROCTOR TEST, ACCORDING TO ASTM D69B. TYPICAL CONCRETE SIDEWALX NTS 6' X 6' P.T. WOOD POST r4XEW 3/8- STAINLESS STEEL CHAIN TOP501L-FERTILIZE, E. SEED. AND MULCH '_GRAM£L ACCESS ROAD. SEE PLAN CHAIN GATE DETAIL MS 1' TYPE III B.—OVS SMOOTH CUT EXISTNG NTUMINOUS CONCRETE CONCRETE WEARING COURSE PRIOR TO PARING. ALL JOINTS SHALL BE THOROUGHLY CLEANED AND COATED WITH TYPE It BITUMINOUS CONCRETE EMULSIFIED ASPHALT. 12" AS REQUIRED TO MATCH EXISTING PAVEMENT THICKNESS (1-1/2" MINNUN) EXISTING BINMINOVS CONCRETE EMULSIFIED ASPHALT f-TACK COAT NEW GRAVEL SUBBASESEE Ewa TYPICAL SECTIONS.' NOTE: ALL BACKFILL TO BE THOROUGHLY COMPACTED IN \MIRAFI 500X GROUND 6' LIFTS TO A DENSITY OF 95% OF THE MAXIMUM SIIRAFI 5DOX FABRIC DRY DENSITY USING THE STANDARD PROCTOR TEST, ACCORDING TO ASTM D698. MINIMUM 24" OVERLAP TYPICAL PAVEMENT MATCHING DETAIL NTS 112• RADIUS FINISH GRADE MATCH ENISTING REVEAL -6--_ C@K:RETE CURB, SEE DETAIL TYPICAL CONCRETE CURB TAPER DETAIL NTS EXPOSED 5. CGRECATE I--TYP. , NEW SIDEWALK FINISH e. ...BROOM ENISH T' REVEAL —� -. -6' 6 MIN. CURB (TYPICAL) REVEAL Ilnaxl TYPICAL HANDICAP SIDEWALK ACCESS NTS ANCHOR BALES WITH 2 - 2'x2"X3• STAKES TO BE INSTALLED AROUND CATCH BASIN DURING CONSTRUCWON AS ORDERED BY THE ENGINEER ^ FABRIC TO BE WRAPPED \\ MIRAFI t40N FILTER FABRIC COMPLETELY AROUND GRATE OR APPROVED EOUAL TO BE AND SECURELY FASTENED IIIIIIIINIAIIIIIAII INIIIIIIII`" INSTALLED AND MANTAINED :Z AS ORDERED BY ENGINEER 1 — 0000 DDDDD D O D D STORM DRAINAGE STRUCTURE FINAL TO SELEVATION BE SET 11111111�11111111111111 METER BABE ION ET HAS BEEN INSTALLED BALED HAY l 1 l PRE -WEATHERED OAK OR METAL FENCE POST j i SECTION `B" SECTION.,W _ TOP PRE -WEATHERED VIEW OF JOINING FENCE SECTIONS NTS OAK OR METAL FENCE POST SEE TOP MEW FOR DIRECTION Qi R-RUROiiTCdW' �- ATTACHMENT OF JOINMG SECTON5 _..SECTION.:'$" F OF FENCE\ r1 `-COMPACT SOIL ..SECTION'A•, r.. BA." I VIEW j SIDE NTS MIRAFI ENVROFENCE DR APPPOMED EQUAL TYPICAL TEMPORARY EROSION CONTROL FENCE ATS TYPE II STONE FILL --21- CHECK DAM 4 6 r - 90T'OM OF D1CH � I TYPE iWE II STONE FILL I STONE FILL ECr (` ,r CrrEG+ SECTION A -A Y YNi a NTS S TYPICAL CRASS LINED DITCH WITII STONE CHECK 944(S' MS DATE REVISION BY CLIENT PROJECT TITLE DRAWING TITLE S—Y kale PIZZACALLI PROPERTIES, LLC MOUNTAIN VIEW BUSINESS PARK 4puEEF4gA ��•�.�F-•oF .vF' : jyP�+P K +yip: Donald Iw Hamlin COnsuliiny DATE REVISION BY Desk ✓Px j. of-zso DATE REVISIONer DfIBD rax rip- P.O. BOX 2009 SO. BURLINGTON, VERMONT 05403-2009 HINESBURG ROAD SOUTH BURLINGTON. VERMONT 4� 3�NG. ✓Zol W f SITE & EROSION CONTROL DETAILS Ingineers; Inc. DATE REVISION BY Checked RFH o-6E:y 4 ��•,4p, tYWvraPNt DATE REVISION BY tP 0)10 02 GENERAL REVISIONS JPx 10,-'10/ 6esea9Junctaon, TYPICAL TEES AND CAPS 00 PET COn THRUST BLOCI, Y ENO AREA BEARING AGA UN014TlIR9E0 TYPICAL BENDS ALL BOLTS AND NUTS TO REMAIN ACCESSIBLE AND ARE TO BE COVERED WITH PLASTIC TO PREVENT CONCRETE FROM ADHERING TO MEN. BASED ON TESTING PRESSURE OF 200 PSI AND BEARING CAPACITY OF SAND OF 2000 LBS/SQUARE FOOT. SIZE FITTINCS 6•• 8" W. 72" 11-1/4° OR 22-1/2° 3.0 3.0 4.0 6.0 45° 3.0 5.0 R.0 11,0 90, 6.0 10.0 14,0 20.0 TEES OR END CAPS 4.0 7.0 10.0 14.0 VALVES Zo 2.0 2.0 2.0 THRUST BLOCK END AREA (SQ. FT. BEARING AREA) NTS LEFT TURN OPENING TRAFFIC MODEL Vol JOINTS BETWEEN THE MAIN AND HYDRANT MEETING HYDRANTS SHALL BE RESTRAINED WITH .-AWWA C-112 DUCTILE IRON 'WpR1,9' TYPE CONNECTORS.SPECIFICATIONS WITH 5-1/4' VALVE, ® (2) 2-1/2' BUTTS, (1) 4-1/2' STEAMER e" GnrE VALE; "i' LJ SET TO GRADE b.l NICAL JOINT --3.000 P51 CONCRETE YDRANT TEE THRUST BLOCK WATER MAIN--(;y. �'`✓ 9 SQUARE FEET ,,PSI CEMENT - WITH ANCHORS RUST BLOCK SHOULD GROUND WATER CONDITIONS EXIST, HYDRANT DRAIN MUST BE PLUGGED, AS DIRECTED BY THE ENGINEER V CL 52 DUCTILE IRON PIPE TO BE INSTALLED USING THE LONGEST-, OR SHED STONE POSSIBLE LENGTHS TO MINIMIZE DRAINAGE AREA THE NUMBER OF JOINTS TYPICAL HYDRANT & GATE NTS VALVE DETAIL FINISH GRADE LINEGOARD -TAPE OR PIPE. BURY III DETECTABLE UNDERGROUND MARKING APPROVED EQUAL, CENTERED OVER THE 4"^_6" BELOW rFINISH GRADE SEES EXCAVATED MATERIAL WTI STONES LARGER THAN rI' "SELECT EXCAVATED MATERIAL COMPACT IN 12- LIFTS i0 A 3" DIAMETER.R. COMPACT IN '^ DENSITY OF 95% OF THE LIFTS LIF 6" TS TO A DENSITY 95%-, H MAXIMUM DRY DENSITY USING OF THE MAXIMUM DRY DENSITY USING THE STANDARD PROCTOR TEST, ACCORDING TO ASTM D698 Z ' ^ THE STANDARD PROCTOR TEST. ACCORDING TO ASTM D69B 3" x 36" EXTRUDED POLYSTYRENE FOAM BACKFIU. ABOVE INSULATION -INSULATION USE TWO LAYERS, EACH I SHALL BE PLACED CAREFULLY - - :-T -{=— / '"'Cl. NTH JOINTS STAGGERED. IISTI WHEREVER CALLED FOR IN THE PLANS.. TO AVOID ISULATION DAMAGE ,"-FOR AREAS CALLING FOR INSULATION, SMOOTH AREA BEFORE 'mot _ J / CdJTINUE PIPE BEDDING TO 3" ABOVE ' PLACEMENT OF INSULATON u CROWN OF PIPE. SANG OR GRANULAR PIPE BEDDING Y.\`-COMPACTED TO A DENSITY OF 95% DUCTILE IRON WATERLINE- - ._ OF THE ETHE MAXIMUM USING TANDADRY DENSITY RD PROCTOR TEST, ACCORDING TO ASTM D695 TYPICAL TRENCH DETAIL DUCTILE IRON WATERLINE NTS NOTES ALL FITTINGS THAT ARE TO HAVE CONCRETE POURED AROUND THEM ARE TO BE MAPPED WITH 4 - POLYETHYLENE PRIOR TO CONCRETE PLACEMENT, EXISTING ASBESTOS CEMENT WATERLINES MUST RE EXPOSED AND THE OUTSIDE DIAMETER OF THE PIPE MEASURED PRIOR TO THE TAPPING SLEEVE BEING ORDERED BY THE CONTRACTOR. 'ALVE BOX D 'WATER" CONCRETE THRUST BLOCK SIZE DETERMINED BY SOIL CONDITIONS TYPICAL TAPPING SLEEVE AND VALVE DETAIL NTS ¢ -- FLANGED END CAP WITH TAP FOR I" BALL VALVE CONCRETE THRUST BLOCK _VARIES— -AGAINST UNDISTURBED SOIL r -R/ALVE BOX SET LAj y CO)ATE0 WINK ASPHALT4' RODS WTH TAR SEALANTS(DOUBLE APPROVED )EQUAL TO CRAM CORPORATION STOP ALL -NOIL (2) 3/4' RODS WIN DUO LUGS (DOUBLE NUTTED) COATED WITH MUELLER H-1S OR APPROVED EQUAL ATE VALVE JOINTS BETWEEN MAIN AND BUILDINGS SHALL BE RESTRAINED ASPHALT SEALANT OR AN APPROVED EQUAL GATE VALVE , WTH DUCTILE IRON "0401,9" d TYPE CONNECTORS 8" IN. MECHANICAL-. JONt TEE < \' SLEEVE &FOUNDATION - BY OTHERS i-DUG LUG (TYPICAL) WATER MIN 3.000 PSI CONCRETE -� THRUST BLOCK21 4 , MECHANICAL�4 4 / / BUILDING FOOTING 3,000 PSI CONCRETE THPUST BLOCK PLUG 2' MINI UNDISTU M INTO BED SOIL CL 52 DUCTILE IRON ARE TO BE INSTALLED _� BOLTS AND NUTS TO RI USING THE LONGEST POSSIBLE LENGTHS TO MINIMIZE THE NUMBER OF JOINTS ACCESSIBLE AND ARE TO BE COVERED IN RI. AS71C TYPICAL WATER SERVICE CONNECTION DETAIL NT.S 2, 3, 00MINIM PSI CLASDTH- B CONCRETE MINIMUM WOTNsDIA. OF PIPE+2' TYPICAL END OF LINE PIPE ANCHOR A78 FINISH GRADE - UNEGDARE III DETECTABLE UNDERGROUND MARKING -TAPE OR APPROVED EQUAL, CENTERED OVER THE PIPE. BURY 4 6' BELOW FINISH GRADE SELECT EXCAVATED MATERIAL ^ e (�l�'��T�il -SELECT EXCAVATED MATERIAL NTM STONES NO LARGER THAN. 3" IN DIAMETER. COMPACT IN "W COMPACT IN 12' LIFTS TO A DENSITY OF 95% OF THE 6" LIFTS TO A DENSITY OF 957. MAXIMUM DRY DENSITY USING OF THE MAXIMUM DRY DENSITY USING THE STANDARD PROCTOR - THE STANOARO PROCTdt TEST, ACCORDING TO ASTM M98 TEST, ACCORDING TO ASTM 0698 EXINUDEO POLYSTYRENE 1-1 BACKFILL ABOVE INSULATION - --INSULATION. USE TWO LAYERS, EACH I THICK. SHALL BE PLACED CAREFULLY 0 AVOID INSULATION DAMAGE NTH .JOINTS STAGGERED. INSTA WHEREVER CALLED FOR IN THE PLANS. AREAS CALLING FOR INSULATION, SMOOTH AREA BEFORE R -�/-FOR CONTINUE PIPE BEDDING TO 3" ABOVE PLACEMENT OF INSULATION -' _..i CROWN OF PIPE, 6 CRUSHED STONE PVC PIPE ,'- TYPICAL TRENCH DETAIL PVC GRAVITY SEWER SITS -� ,-21" REBAR MARKER SET /// PVC WATERTIGHT JUST BELOW FINISH GRADE TO ALLOW LOCATION NTH REMOVABLE CAP WITH MAGNETIC LOCATOR INTERNAL THREADS 45' SDR 33 _.- ' PVC ELBOW 45' SDR 35 PVC WYE _SDP 35 PVC PIPE CAST IRON PIPE SOR 33 \ �SDR 3S FROM BUILDING PVC PIPE - PVC PIPE 'FEPNCO CONNECTOR TYPICAL CLEAN OUT DETAIL NTS FINISH GRADE < SELECT EXCAVATED MATERIAL WITH STONES NO LARGER THAN �4a /-SELECT EXCAVATED MATERIAL COMPACTIN T2" UFTS TO A 3" IN DIAMETER, COMPACT IN ' DENSITY OF 95% OF THE O LIFTS TO A DENSITY F % - 0 05 OF THE MA%IMUM DRY DENSITY ' i % RY I Y IN MA IMUM D DENS USING i i AR PR i - NE S AND D OC USINGTHE STANDARD PROCTOR l? S TEST, ACCORDING TO ASTM D698 TEST. ACCORDING TO ASTM 3698 4 FOAM 3" x 36" EXTRUDED PCLAYER. SA FILL ABOVE INSULATION INSUUTON. USE TWO LAYERS. EACH 1 E SHALL BE PLACED CAREFULLY -� TO AVOID ISOLATION DAMAGE > THICK, NTH JOINTS STAGGERED. INSTALL WHEREVER CALLED FOR IN THE PLANS. m- w -FOR AREAS CALLING FOR INSULATION. SMOOTH AREA BEFORE 4 Jr CONTINUE PIPE BEDDING TO 3" ABOVE PLACEMENT OF INSULATION - { CROWN OF PIPE. -' SAND OR GRANULAR ARE BEDDING FORCE MAIN PIPE"' .,COMPACTED TO A DENSITY OF 95% �/ OF THE MAXIMUM DRY DENSITY ✓y y- y"y �y USING THE STANDARD PROCTOR . >. ✓ , i Y i U. J"/Vr^. TEST, ACCORDING TO ASTM D698 TYPICAL TRENCH DETAIL. NTS FORCE MAIN LEBARON LC268 NANHOLE FRAME & CO OR APPROVED EQUAL FINISH GRADE , BUTYL POPE (TYPICAL) O.C. 2-/FT. SLOPE 3,000 PSI CONCRETE � .\ EULL OA. 1" THICK (MIN,) , CRUSHED STONE ---_ L 4 y `-HARDENED BRICK ON EDGE ASTM C32 ( GRADE SS MORTARED M PLACE OR a - --_ HALF PIPE MORTARED IN PLACE SANITARY SEWER MANHOLE DETAIL NT.c CENTER ONE LENGTH OF PIPE OVER SEWER _ 10' MINIMUM WAR SEPARATION DISTANCE MINIMUM SEPARATION DISTANCE SEWER PARALLEL INSTALLATION CROSSING5 SEWER - WATER ccSEPARATION HORIZCNATAI. cEPARATIOu NOTE SEVERS SHALL BE LAID AT LEAST TEN FEET HOMZEYTA4E1 FROM ANY EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED CODE OF PIPE TO EDGE OF PIPE WHERE IMPRACTICAL DUE TO LEDGE, BOULDERS. OR OTHER UNUSUAL CONDITIONS. TO MAINTAIN TEN FOOT HORIZONTAL SEPARATION BETWEEN SEWER AND WATER LINES, THE WATER LINE MAY BE IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF IN THE SEWER TRENCH PROVIDED ]HAT THE BOTTOM OF THE WATER LINE IS AT LEAST 18 INCHES ABOVE TOP OF THE SEWER, WHEREVER IMPOSSIBLE OR 0... ACTICAL TO MAINTAIN 16 INCHES VERTICAL SEPARATION, THE SEWER L E SHALL BE CONSTRUCTED TO NORMAL WATER LINE'*TANDAROS AND PRESSURE TESTED TO 50 PSI FOR 15 MINUTES PRIOR TO BA Xpr. NO LEAKAGE SHALL BE ALLOWED FOR THIS TEST. SEWERS WATER MAINS SHALL BE LAID BENEATH THE WATER MAIN NTH AT LEAST 18 INCHES VERTICAL CLEARANCE BETWEEN THE TOP OF THE SEWER AND THE BOTTOM OF, THE WATER MAIN. WHEN IT IS IMPOSSIBLE 70 MAINTAIN THE 18 INCHES VERTICAL SEPARATION OR WHERE THE SEWER MUST BE LAID ABOVE THE WATER MAIN: 1) THE CROSSING SHALL BE ARRANGED SO THAT ONE FULL LENGTH OF SEWER IS CENTERED ABOVE OR BELOW JIM WATERLINE WIN SEWER JOINTS AS FAR AS POSSIBLE FROM WATER JOINTS: 2) THE SEWER APE MUST BE CONSTRUCTED TO WATER MAR{ STANDARDS FOR A MINIMUM DISTANCE OF 20 FEET EITHER SIDE OF THE CROSSING OR A TOTAL OF THREE APE LENGTHS, WHICHEVER IS GREATER: 3) THE SECTION CONTRUCTED TO WATER MAIN STANDARDS MUST BE PRESSURE TESTED TO MAINTAIN 50 PSI FOR IS MINUTES NTHOUT LEAKAGE PRIOR TO BA FILLING BEYOND ONE FOOT ABOVE THE PIPE TO ASSURE WATERTIGHTNESS: 4) WHERE WATER MAIN CROSSES UNDER A SEWER. ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO THE WATER MAIN. TYPICAL -SEWER _-WATER SEPARATION REQUIREMENTS mm PIZZAGALLI PROPERTIES, LLC 0. BOX 2009 SO. BURLINGTON, VERMONT 05403-2009 MOUNTAIN VIEW BUSINESS PARK HINESBURG ROAD SOUTH BURLINGTON, VERMONT OF•VE : �!`+ P' � i + :. W No. �zot W �: F •:?'GlsTt?;�,+'�C ,+AA, ,'ONAI AAA F11 j1XAL WATER & SEWER DETAILS ,00nald L Hamlin COnS`7lltZn9 LTngin2295; Ac.. /36 !k¢rf Sfreti Fs Junction, Ver nt DATE REVISION BY p11 ✓Px .b 01-250 DATE REVISION BY Draw ✓Px fieP. DATE REMON @r Lhecked RPH lk9WYTD 50 DATE 1110102 REVISION REVISED SEWER NANROLE DETAIL BY JPx Dote 10 /26/Ol AND FINISH GRADE I JB I I I I I NOTE: ALL BACKFILL TO BE I ,NCI COMPACTED IN V LPTS TO A DENSTY OF B, OF THE MAXIMUM DRY I 1A I DENSTY USING TIg STANDARD PROCTOR TEST, METHOD A, ACCORDING TO ASTM D698. RISER PING I S.T. O/530 AST PRECAST CONCRETE CATCH BASIN M AN APPROVED EOVAL (REINFORCED 4.000 I PS COACRETE) UNDISTURBED SAL OR THMOUGHLY COMPACTED MAVEL PRECAST CATCH BASIN with STORM DRAIN LINE "a 4" TOPSOIL - FERTILIZE VARIE ARIES---�I LIME, SEED. & MULCH V ES LpN. 12' WN. TYPICAL GRASS LINED DITCH TITS 4' TARSAL - FERTILIZE I�ARIE AMES —VAMES LIME. SEED, k MULCH ,) VA81ES 11 (H: V) .. ... I 12 MIN. MIN MIRAFI IION } 1 C -, ( U' m 18" TYPE I STONE FILL. CEOTEMME FABRIC ^ VAOT SPEC /T06.04 DITCHES TO BE STONE LINED 4" WELL -GRADED IF SLOPE EXCEEDS 59 BANK RUN GRAVEL TYPICAL STONE LINED DITCH AIM VARIES. 3:1 (H:V) SEE PLAN MIN. DRAINAGE PIPE KAY, END SECTION- 12' TYPE I STARE FILL /•� VAOT SPEC (/04.M J 18• TYPE 1 STONE FILL MIRAFI "oN VAOT SPEC /704.06 GEOTEXTILE FABRIC TYPICAL STONE PAD DETAIL A9S E'rvi;l� i:RAGE LINEIAUARD pl DETECTABLE UNDERGROUND MARKING TAPE OR APPROVED EQUAL, CENTERED OVER THE PIPE BURY 4" - 6' RE[ OW FINISH GRADE SELECT EXCAVATED MATERIAL SELECT EXCAVATED MATERIAL WiM STONES NO LARGER THAN COMPACT IN 12' LIFTS TO A 3' IN DIAMETER. COMPACT IN 8' LIFTS TO A DENSITY Di p5X DENSTY OR 95x Qf ME MAXIMUM DRY DENSTY USING M IRE MAXIMUM MY DENSTY USHO THE STANDARD PROCTOR THE STANDARD PROCTOR )EST, ACCORDING TO ASTM 0698 TEST. ACCORDING TO ASTM D698 3' x 36' EXTRUDED POLYSTYRENE FORE &ACNFILL ABOVE INSILATION i'INSULA TON. USE TWO LAYERS, EACH 1-1/2' SHALL BE PLACED CAREFULLY THICK, WARM JOINTS STAGGERED. INSTALL TO AVOID INSULATION DAMAGE WHEREVER CALLED FOR IN THE PLANS FOR AREAS CALLING FOR MSULATpI. SMOOTH AREA BEFORE ]/ CONTINUE PIPE BEGGING TO 3" ABOVE PLACEMENT OF INSULATOR //mil CROWN OF PIPE. SWIG CIA GRANULAR PIPE BEDDING HOPE PIPE ACTED TO A DENSITY OF OF THE MAXIMUM MY DENSITYOR USING THE STANDARD PROCTOR TEST. ACCORDING TO ASTM D698 TYPICAL TRENCH DETAIL HDPE NTH STORM SEWER CHANNEL INSTALLATION " retRP anT[vtpsrR(wuarePw rn r.+otSrt 4 ��10ty E' Kr x x x 10" x x 20" ,. ^ x , . npaNc .wawMroN a uME X X X , p MN, N M1 R NAxxn x w e Sc Y e wwE mFNc« a ROLE SEATEU. ANDR a RACT T E R[ac [ eTN•� UN R IF 1.11EA E SU a END area crvp (a,U%S Q1W A V paTRu= WE A m96EE AM W S_ID RTAPEE9 4' NWn M ncVRE 64NNfI9 BEp p �°s „I ANaWRII� A' III E. 3.8 STAPLES PER '30 Yp �N..,.l AAE vXAIR NPufif e[[w[mA.wfp .• a+Ea ,NE I-. Muw[T — sex[p A. (1' f0a cb0 NXI.p. s [ NOLSONW BE SI Ppµ Y.irtEFMNSARIOT« OFVUHEreE-EL, W NORTH Epw T«[ TAOpCIrt➢ vAn[aN. A "' n A."'OAN 'uG ""-m+n-i °1M'wC�bo-'�Yi'wio' x n e FAN' x e wro[ mMcu GREEN 6tcRnu pYp cOMan T«f *RExcN —IR 11 11. FIX d 12- (MINIMUM) CLAY MATERIAL, COMPACTED IN 6' LIFTSTO A DENSITY OF 951 OF MARINE, MY DENSTY, USING THE STANDARD PROCTOR TEST, PER ASTM D-696. CLAY MATERIAL MAY BE OMITTED IF CONTRACTOR PROVIDES APPROPRIATE SAL TESTS DEMONSTRATNG THAT EXISTING SOILS ARE SUITABLE FOR USE AS POD BASE. AS CONFIRMED BY THE DESIGN ENGINEER IN WRITING. OUTLET SECTION DETAIL. A —A (D A79 _SEAMENTAIION AREA EARTH BERM FINAL RETENTION AREA_ 3' MOTH VARIES WIDTH VARIES MIN. TOPSOIL -FERTILIZE E. SEED, Af MULCH A9 H N A RELE-375.00 2- g NORMAL WATER V.-Z ,u 2' 2' MIN, rI. H: V) 3:1 (H: kt (H: V) IN. FLEV-11 GO MI _.,I, N. MIN. b. y L V.� J 00 �_; z`? .y ,2• 7� 3CEOTE 8 •s ". .T VRAP %TI TAN I A LE S ILI T FABRIC- -r, �, ' N ROVED AN GREEN P3 E OR APPROVED EWAL, SEE DETAIL STABILIZATION FABRIC. TILE STABILIZATION FABRIC, tr.. •.,w,b, _R•;,f ED EWAL SEE DETAIL EDEC MEEK E DE NORTH NORM RMERICAN GREEN PJ E OR APPROVED EWAL. SEE DETAIL, TYPICAL RETENTION BASIN CROSS SECTION AIMS SEE PLAN DATE REVISION BY ��,•�� of of,A,y°•o Design Lbnald L h1amlin 7b PIZZAGALLI PROPERTIES" LLC MOUNTAIN VIEW BUSINESS PARK P•/y P. "Y� JPK 01-250 'DATE REVISION BY COns di nq Tie P.O. BOX 2009 HINESBURG ROAD = i No. �zot ,?�: STORM WATER DETAILS Dram �T W : JPK L'T9Egineers, Inc. DATE REVISION BY SO. BURLINGTON, VERMONT 05403-2009 SOUTH BURLINGTON. VERMONT q �o =� Checked )".R OI/FO 2 GENERAL REVISIONS JPK �FSJ��S,� G • RFH � DATE REVISION BY •.A�ONAEL DE4 /96 Jifusl Sihvet �• 12/12/Ol ADDED BASIN DETAILS JPK FO/26/Ol A51". ✓a tion, Vermont tHE CONTRACTOR SHALL NOTIFY-OIGSSAFE' AT I-ON-344-7233 PRIOR TO ANY EXCAVATION AT LOCATIONS WNICN MAY BE IN THE IMMEDIATE VICINITY OF UNDERGROUND UTILITIES. U �<tC `R O I � EXISTING nLNNEO' ; SHED DRINf �rtti.SC f. RUSSELL TILLEY N/F Fnsr. cu ' BAaN r \` cxlsnnc PiIND 0 © �S au, aoa a 92 o.ol 91 coo ' am ' Aa ao2 aaln� asQ00 0.0 4 1.a 1 a99 ON 0. ai; S6 , 116 1. 's a0 06 006 0. 096 159 Sao 316 a,�006 4 2. a a a#.7 III t j i 0. a.03 a.09 all a- 2 2a0 Tie A �// 3 h 01 3R8� #0 2.ba Itn D.3/ 031 1.hs 1e31� 2.e� �- QQ' 23 92 I.C6 L14 ' , aS1 A11 50 2.f� 0, a I. 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DATUM) FX,ri::HG BM1Rx TXID11N0 BMN LIGHTING STATISTICS NEST LOT MAXIMUM: 5.05 k MINIMUM . 0.21 k \ UNIFORMITv PATIO - 7,67:1 EAST LOT MAXIMUM 6.00 k MINIMUM . 021 k MADE . .5W UNIFORMITY RATIO - 7.57:1 H NEW POLE MOUNTED LIWT - RUUD MAC2417-M 175W. METAL HAUDE. 16' MOUNTING NEId T NEW BUILDING MOUNTED UD IT - RUUD E6407-D 70W, METAL HALIDE. 10' MOUNTING HEIQIT \ a17 }444I���I ¢b lte l.�lEo 1& a< a 0. a1� 0.R I#9 2#5 7.36 I //. l)as 3 +a 3s OT 1.36 1.41 L06 ¢J7 A+I adI Lh E a 0. 1. 1.& 2192161h a3D Al 04 6 0,4 1t16 I.}9 1.35 7}3 .ta a, D. 2. 6T 11�,5 1.26� .In ail a's I.1p isea 8 i. OIII ah 514 IOa7� tyy I:eT� L T}I LN Leea, LW 131 LYI 1, 9 1.� t.en� 7 ,12 06 l..18 I.a 2 4 ITtI I /9 I.& ,.#2 1, 1 4. .a 1.1Z 135D1� 0 a 11X 101A aTl6 113 I.N a I IN a0s ak 01 5. ` I.fy�� I#2 T 4 I. I Au 0 « a. S3 la9 113 1. 3 5 110 117 016 13, I.,A a 130 117 1.7 L19 L13 1. 116 1.30 2#3 4 7 2 ! 1.0 IS6 I&I 1}I otll a% Itw 1.04 111 4. - ��\ 1 2..5i61& 210 I.#a A 02 a�3 YA04\ai gym_ STATE OF VERMONT - INTERSTATE 89 -m I TILLEY FAMILY LIMITED PARTNERSHIP N/F DATE PENSION BY CLIENT PROJECT TITLE DRAWNG TITLE s-y sme a%.4uo, 4A.A .� .Nf,•,,........,•R. . TURN Ronald L. Handin r•.4o� DATE REV19ON BY D.0 Job eo 0 40 80 2Z0 PIZZAGALLI PROPERTIES. LW P.O. BOX 2009 .MOUNTAIN VIEW BUSINESS PARK HINESBURC ROAD : �P'+ P z : . � ° = � LIGHTING PLAN JPx C07G.S7Lll2ny 02-260 DATE REV6011 BY Now Fk tN. ND. 7xo1 `A;W IniW� ' JPX tingineers, Inc. DATE PENNON By cbEaea �awB 9 Scale >" - 40' SO. BURLINGTON, VERMONT 05403-2009 SOUTH BURLINCTON, VERMONT T" %_�� °. ^s ST ,,•= RPN DATE REN90N BY Uale e4u,11 •` 196 Anna s/7W9/ % 01 0/02 GENERAL REVISIONS JPX 10126101 111- ✓LWnchm Yermon! TL State of Vermont Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation State Geologist RELAY SERVICE FOR THE HEARING IMPAIRED 1-800-253-0191 TDD>Voice 1.800-253-0195 Voice>TDD July 7, 2003 Robert Bouchard Pizzagalli Properties Development Manager 50 Joy Drive, PO Box 2009 Burlington, Vermont 05403-2009 AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Re: Tilley H Subdivision, Hinesburg Road, South Burlington, Wetlands Project #2003-056 Dear Bob: WATER QUALITY DIVISION 103 South Main Street Building 10 North Waterbury, VT 05671-0408 FAX 802-241-3287 TEL 802-241-3770 Thank you for meeting with me on May 22, 2003 at the above captioned site. I understand that your company would like to build a commercial subdivision on the site. During this site visit I had the opportunity to review the wetlands on the site, and the proposed areas of impact. As you know, this site contains a large Class Two wetland, and a few pockets of Class Three wetlands as well. The large Class Two wetland is significant for several functions and values, particularly water quality protection, since it is associated with Potash Brook, an impaired water. I would briefly like to summarize the state regulations that pertain to Class Two wetlands. Any activity in a Class Two wetland, or its associated 50-foot buffer zone, other than allowed uses specified in §6.2 of the Wetland Rules, requires a Conditional Use Determination (CUD) from the Agency of Natural Resources (Vermont Wetland Rules, §6.3 and 8). According to Section 8.5 of the Vermont Wetland Rules, a CUD can only be issued if it is determined that the use will have no undue adverse impact on protected functions, unless such impacts are mitigated. Mitigation measures include avoidance and minimization of wetland impacts. You recently sent me a plan that shows the proposed wetland impacts that would be associated with the construction of this development. The plan was prepared by Donald L. Hamlin Consulting Engineers and is titled "Tilley H Subdivision- Schematic Lot Development and Wetland Impact Plan, Dwg. 1," dated 6/5/03. Based on my review of the schematic plan, it appears that only two areas of impact are proposed in the Class Two wetland and its 50-foot buffer zone. Both of these impacts would be crossings of the wetland for access to the lots. No other impacts to the Class Two wetland or its 50- foot buffer zone would occur. Provided that this is the case, the Wetlands Program is Regional Offices - Barre/Essex Jct./Pittsford/Rutland/Springfield/St. Johnsbury Page 2 likely to approve a CUD for this project. We do recommend that the wetland and wetland buffer zone areas be allowed to naturally revegetate as mitigation for the proposed impacts. Also, in certain locations a split -rail fence or similar should be installed to demarcate the limits of the protected area. Please contact me at 241-1418 if you have any questions regarding this letter. Sincerely, April J. Moulaert, PWS District Wetlands Ecologist cc: Mike Adams, Corps of Engineers ,Jhter Keibel, Act 250 Coordinator City of South Burlington Planning and Zoning CITY OF SOUTH BURLINOTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 May 5, 2003 Carroll Witham Permits & Utilities Department Vtrans National Life Building Drawer 33 Montpelier, Vermont 05633 Re: Pizzagalli Properties 5ewer Line Extension Along Hinesburg Road Dear Mr. Witham: Please be advised that the City agrees to accept all responsibility and maintain the 3- inch sewer force main and appurtenances that fall with the Vtrans right-of-way for Route 116 (Hinesburg Road). If you have any questions, please let me know. Sincere��� R�ymond J. belair Administrative Officer CC: Bruce Hoar, Public Works Director Post -it® Fax Note 7671 Date To l �/ /% oariafc► - Co. Phone # Phone # /�� Fax# 6" EXTENDED POLE MOUNT 12" (305 m) AREA CUTOFF FLOOD Capacitor --- \ Ignitor (Where required) j— 6" (152 mm)IT i t i i i i Cord 24" (610 mm) long i Extended Pole Mount Finish color: bronze Housing Reflector Seamless, Specular hammertone wrapper die-cast aluminum / with semi-specular sides Finish color. bronze/ f4h ❑ 12" (305 mm) --1 I PULSE START METAL HALIDE Q- SPEC # 125W PSMH MAC2612-(a)(b) El SPEC# 150W PSMH MAC2615-(a)(b) METAL HALIDE 0 SPEC u 50W MH MAC2405-(a)(b) 0 SPECu 70W1A MA132407-(a)(h) SPEC # 10OW MH MAC2410-(a)(b) fia SPEC 4 175W MH MAC2417-(a){b) HIGH PRESSURE SODIUM x 35W HPS MAC2503-(a)(tl) eSPEC SPEC a 56W HPS MAC2505 (a)(b) 0 srr_cu 70W HPS MAC2507-(a)(b) SPEC a 10OW HPS MAC2510-(a)(b) SPEC 4 150W HPS MAC2515-(a)(b) Specify (a) Voltage & (b) Options. 60' forward throw sharp cutoff luminaire for HID lamp, totally enclosed. Housing is seamless, die-cast aluminum. Mounting consists of a 1.8" (44 mm) wide by 2.5" (64 mm) high by 6" (152 mm) long extruded aluminum arm. The arm is held in place with two 3/8" (9 mm) mounting rods fastened to a steel backing plate inside the pole, and by two nuts inside the fixture housing. Mounting rods are provided with sealing washers to prevent water leakage. Lens assembly consists of rigid aluminum frame and high -impact, clear -tempered glass. 5" AU - Lamp (Included) 127 mm) - Lampholder Ballast Compartment Lens Frame Cover Die-cast aluminum door frame secures Patented lens; sealed with Hinge silicone gasket Assembly Finish color. black 0 120/277V (Standard: 125W PSMH; 50 - 100W MH; 50W HPS) M 120/208/240/277V (Standard 150W PSMH; 175W MH; 70 -15OW HPS) T 120/277/347V (Canada Only) (Standard: 150W PSMH; 70 - 175W MH; 70 -150W HPS) 1 120V (Standard: 35W HPS) 2 -- ... -- ............... ............... 277V 27 277V Reactor (15oW PSMH Only) 3 208V 4 .... ................ ..... 240V 5 480V (175W MH; 70 -15OW HPS) - 6 ........... 347V (Canada Only) For voltage availability outside the US and Canada, see Bulletin TD-9 or contact your Ruud Lighting authorized International Distributor. ELIECTRICAC Fixture includes clear, medium -base lamp. Pulse -rated porcelain enclosed, 4kv-rated screw - shell -type lampholder. Lamp ignitor included where required. All ballast assemblies are high - power factor and use the following circuit types: Reactor (277V PSMH) 15OW PSMH Reactor 120V: 35 —150W HPS HX — High Reactance 50 —10OW MH; 50 —150W HPS CWA — Constant Wattage Autotransformer 125 & 150W PSMH; 175W MH ANSI lamp wattage label supplied, visible during relamping. UL Listed in US and Canada for wet locations and enclosure classified IP65 per IEC 529 and IEC 598. r OPTIONS Ilied) -(a)F Fusing -(a)P Button Photocell 5P External Photocell (for 480V) __....... ..... .._...._._. _ O Quartz Standby (includes 10OW quartz lamp) (N/A on 277V Reactor) - --........ Specify (a) Single Voltage — See Voltage Suffix Key Exclusive DeltaGuard® finish features an E-coat epoxy primer with medium bronze acrylic powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. The finish is covered by our seven- year limited warranty. US 4,689,729 a' FWG-12 Wire Guard SBL-12 Backlight Shield 9201 Washington Avenue Racine, Wisconsin 53406-3772 USA PHONE (262) 886-1900 FAX (262) 884-3309 © Ruud Lighting Inc. Printed in USA www.ruudlightingcom 11/07/02 RUUD® LIGHTING 6" EXTENDED POLE MOUNT 12" (305 mm) AREA CUTOFF FLOOD EPA RATING Isofootcandle plots show initial footcandles at grade. (Footcandles _ 0.0929 = Lux) EPA 0.60 for single fixture with 0° tilt (Consult factory for EPA rating on multiple units). Lighting Sciences Inc. Certified Test Report No. LSI 10695 Candlepower distribution curve of 175W MH Rectangular Area Cutoff Floodlight, with back- light shield located for backlight cutoff. Lighting Sciences Inc. Certified Test Report No. LSI 11233 Candlepower distribution curve of 150W HPS Rectangular Area Cutoff Floodlight, with back- light shield located for backlight cutoff. Pole -spacing Example Data Catalog # Lamp Type I MAC2410-D 10OW MH MAC2417-M 175W MH MAC2510-M 10OW HPS MAC2515-M 15OW HPS 80' 60' 40' 20' 0' 20' 40' 60' 80' 80' 60' 40' 20' 0' 20' 40' 60' 80' 24.4 18.3 12.2 6.1 Om 6.1 12.2 18.3 24.4 24.4 18.3 12.2 6.1 0 m 6.1 12.2 18.3 24.4 Isofootcandle plot of 175W MH Area Cutoff Floodlight at 15' (4.6 m) mounting height, 0° vertical tilt, with backlight shield located for backlight cutoff. (Plan view) 80' 60' 40' 20' 0' 20' 40' 60' 80' 80' 60' 40' 20' 0' 20' 40' 60' 80' 24.4 18.3 12.2 6.1 om 6.1 12.2 18.3 24.4 24.4 18.3 122 6.1 0 m 6.1 122 18.3 24.4 Isofootcandle plot of 150W HPS Area Cutoff Floodlight at 15' (4.6 m) mounting height, 0° vertical tilt, with backlight shield located for backlight cutoff. (Plan view) 80' 60' 40' 20' 0' 20' 40' 60' 80' 80' 60' 40' 20' 0' 20' 40' 60' 80' 24.4 18.3 12.2 6.1 Om 6.1 12.2 18.3 24.4 24.4 18.3 122 6.1 0 m 6.1 122 18.3 24.4 Isofootcandle plot of 175W MH Area Cutoff Floodlight at 20' (6.1 m) mounting height, 0° vertical tilt, with backlight shield located for backlight cutoff. (Plan view) 80' 60' 40' 20' 0' 20' 40' 60' 80' 80' 60' 40' 20' 0' 20' 40' 60' 80, 24.4 18.3 12.2 6.1 Om 6.1 12.2 18.3 24.4 24.4 18.3 12.2 6.1 0 m 6.1 12.2 18.3 24.4 Isofootcandle plot of 150W HPS Area Cutoff Floodlight at 20' (6.1 m) mounting height, 0° vertical tilt, with backlight shield located for backlight cutoff. (Plan view) ARFA / x 1 i Average Initial Light Levels at Grade Test area is centered within a (16) pole layout. (Footcandles _ 0.0929 = Lux) 1p Lumens _ Mounting Height _ Max. Recommended Pole -spacing Footcandles Lux 8,100 10' (3.0 m) 40' (12.1 m) x 55' (16.7 m) _ 4.92 _ _ 53 15' (4.6 m) 60' (18.3 m) x 85' (25.9 m) 2.04 22 12,000 - 7 15' (4.6 m) 60' (18.3 m) x 85' (25.9 m) 3.01 32 20' (6.1 m) 75' (22.9 m) x 110' (33.5 m) 1.81 20 91500 10' (3.0 m) 40' 02.1 m) x 55, (16.7 m) 5.05 55 15' (4.6 m) 60' (18.3 m) x 85' (25.9 m) 2.08 22 16,000 _ 15' (4.6 m) .. 60' (18.3 m) x 85' (25.9 m) ..-_.... 3.51 -- . 38 20' (6.1 m) 75' (22.9 m) x 110' (33.5 m) 2.11 23 RUU D 9201 Washington Avenue Racine, Wisconsin 53406-3772 USA PHONE (262) 886-1900 FAX (262) 884-3309 LIGHTING © Ruud Lighting Inc. Printed in USA www.ruudlighting.com'+ 11/07/02 04i22l03 13:39 FAX 8026511363 &- ! pizzagalli oonee� ear tlon company 50 Joy Drive, P. Ce, Boa: 20()9 South Burlington, Vermont 05407-2009 T 802 659.4100 F 802,651.1265 Original L7 Will Z Will not be mailed Sant To ............ Company.......... Fax................... Phone .............. From................ Phone .............. Fax ................... Date/Time ......... No. Of pages .... Subject ........... NOTES: Ray, PIZZAGALLI CONST.CO.IN _ FAX Cover Sheet Ray Belair Administrative Officer - City of South Burlington 846-4101 846-4106 Troy Kittell (802) 651-1285 (802)651-1363 4122/2W3 1:37 PM 5 (including cover sheet) Mountain View Business Park Following Is the Findings of Fact and Decision for the land subdivision. Item No. 2 on page two under "Decision and Conditions" states that all legal documents including easements must be approved by the City Attorney prior to issuance of a zoning permit. I will check with Bob on my end If you would please check with the City Attorney on your end. I remember Bob saying that all of the ►egai paperwork had been submitted and was In review by the City Attomey. We have taken care of all of the other conditions. I have one question regarding condition #6 - Is the $14,160 amount for the landscaping bond part of the $30,000 bond you looked at today or is this amount in addition to the $30,000. Thanks, Troy Please contact Name, at Telephone Number if you have problems receiving this fax. 04/22/03 13:43 FAA 8026511363 PIZZAGaLLI CONST.CO.IN Z005 CITY OF SOUTH BURLINGTON DEPARY'1 "ENT OF PIANNI G & ZONING 676 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 May 15, 2002 Robert Bouchard Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Re: Final plat application, #SD-02-15, ofPizzagaili Properties, LLC Dear Mr. Bouchard: Please find enclosed the Findings of Fact and Decision of the Development Review Board approval on April 16, 2002. The final plat plan shall be recorded in the land records within 90 days or this approval is null and void (8/5/02). If you have any questions, please give me a call. Sincerely, Stephanie A Smith Associate Planner 04;'22%03 13:40 FAX 8026511363 PIZZAGALLI CONST.CO.IN _ Zo02 #SD-02-15 FINDINGS OF FACT AND DECISION STATE OF VERMONT COUNTY OF ClUrTE'NDEN CITY OF SOUTH BURLINGTON Re: Findings of fact, Final plat application 4SD-02-15 of Pizzagalli Properties, LLC to subdivide a 7.88 acre parcel into two (2) lots of 4.52 acres and 3.36 acres, 750 Hinesburg Load On the 162of April 2002, the South Burlington Development Review Board approved the request of Pizzagalli Properties, LLC seeking finial plat approval udder Section 204 of the South. Burlington Subdivision Regulations based on the following findings: 1) This project consists of to subdividing a 7-88 acre parcel into two (2) lots of4.52 acres and 3.36 acres, 750 Hinesburg Road This project was last.reviewed for preliminary plat approval on 2/19/02. 2) The o-% er of record is Pizza&illi Investment Company. 3) This property at 750 Hinesburg Road lies within the Mixed Industrial and Commercial and Conservation Open Space Districts. It is bounded on the north by a residential lot (Tilley Farm), on the east by an undeveloped lot (Tilley Farm), on the west by Hinesburg Road and on the south by I-89. 4) Access: Access to the proposed two (2) Lots is via a 60 foot ROW off Hinesburg Road, shown on the South Burlington Official Map as a prorposed city street. The portion of the street serving lot A should be constructed to city standards. Access to lot B (3.36 acre) is prodded via a proposed 20 foot wide gravel drive within the same ROW. 5) Lot size/Frontage: The lots meet the minimum lot size requirement of 40,000 sq. R for the I-C District. Lot A has 233 feet of frontage on Hinesburg Road. Lot B has 300 feet of frontage on the proposed road. The minimum requirement is 200 feet. ti) Traffic Overlay Zone This property is located in Traffic Overlay Zone 5 which allows the two combined lots to generate a maximum of 220 vehicle trip ends (vtes) during the p.m_ peak Maur. 7) Rocreation Path: The applicant is proposing an eion (8') foot wide recreation path within the proposed City ROW. 04/22/03 13:41 FAX 8026511363 PIZZAGALLI (.7ONST.CO.IN _ Z003 8) South Burlington Water De2artmem• The applicant should be aware that they must be in cornphanre with all South Burlington Water Department recommendation prior to obtaining a zoning permit. 9) C.O. District. The survey plat and site plan show the C.Q: District/wedand buffer. 10) Landscanin -. The applicant should not propose street trees on top of the water main 11) Li tin . The applicant should provide cut sheets of proposed street lighting. 12) Other. The proposed street name is Tilley Drive. DECISION AND CO MONS Based on the above Findings of Fact, the South Burlington Development Review Board approves final plat application #SD-02-15 of Pizzagdh Investment Company to subdivide a 7.88 acre lot into two (2) lots of 4.52 acres (lot A) and 3.36 acres (lot B), 750 Hinesburg Road, as depicted on a 12 page set of plans, page two entitled "Boundary Plat Showing Subdivision of Lands of Pizzagalli Properties, LLC Hinesburg Road South Burlington, Vermont " prepared by Donald L. Hamelin Consulting Engineers, Inc., dated 1/21102., last revised on 2;22/02, with the following stipulations. 1) All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2} Prior to issuance of zoning permit for the first lot or Stan of utility or road construction, all appropriate legal .documents including easements (e. g. irrevocable offer of dedication and warranty deed for the proposed public road, and utility, sewer, drainage, and water, etc.) shall be submitted to the City .Attorney for approval and recorded in the South Burlington land records. 3) )Prior to start of construction of the improvements described in condition 112 above, the applicant shall post a bond which covers the cost of said improvements. 4) In accordance with Section 301..5 of the subdivision regulations, with in 14 days of completion of required improvements (e.g., roads, water matins, sanitary sewers, stonn drains, etc.) the developer shall submit to the City Engineer, "as -built" construction drawings certified by a licensed engineer. 5) The plat piam shall be re-vised to show, the changes listed below and shall require approval by the Director of Planning and Z:ar=rg Chm- inafter Director). Four cxjpics of the approved revised plat plans shall be subtnitted to the Director prior to recording. a) The plat plans shall be revised to show a relocation of either the water main or street trees so they are at least a distance of 10 feet apart- 04/22,'N' 13:42 FAX 8026511363 PIZZAGALLI CONST.CO.I"ZZ 004 � I b) The plat plans shall be revised to show the water line extending "to the furthest boundary line on the development property at a location within tht . vity Right -of- way... c) 'The plat plans shall be revised to show the location of a fire hydrant at the end of the water main in a Iocation approved by the South Burlington Water Department. 6)\ ,Tbe applicant shall post a landscape bond in an amount of $14,160 for street trees prior to start of road construction_ This bond shall remain in effect for three (3) years to assure that the landscaping has taken root and has a good chance of surviving. 7) The applicant shall comply with all recommendations of the South Burlington Water Department in a letter dated April 15, 2002, from Jay Nadeau to Donald L. Hamlin Consulting Engineers, Inc., referencing Mountain View Business Paric l8} jThe applicant shall submit cut sheets of proposed, street lights prior to the `/construction of the road., 9) Any change to the plat plans shall require approval by the South Burlington Development Review Board 10) The final plat plan (boundary plat) shall be recorded m the land records within 90 days or this approval is null and void The plan shall be signed by the Board Chair of Clerk Prior to recording. Prior to recording the final plat plan, the applicant shall submit a copy of the survey plat in digital format. The format of the digital information shall require approval of the Director of Planning and Zoning. CL C lerk Date South Burlington Development .Review Board Please Note: You slave the right to appeal this decision to the Vermont Environmenial Corm purmjanr to 24 Y.S.A. ¢ 4471 mid VA C,D 76, in Writin within 30 days of the dare th s dec isiot:� is ;:six etz. ?7a fee is $I.i 0 00 If you fail to appeal this decision, your right to challenge thi's ded,aian at some future time may, be lost kcxause you waited too long. You will be bound by the decisi ( on, pursuant to '4 V,„SA. tq'2(d; a IUM vity of retnec&, , f naltty). 3 CITY OF SOUTH BURLINGTON DEPA TMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 January 8, 2003 Robert T. Bouchard Pizzagalli Properties PO Sox 2009 5. 5urlington, Vermont 05403-2009 Re: Site Plan Expiration Extension, 62 Tilley Drive Dear Mr. Bouchard: This is to inform you that the South Burlington Development Review Board at their meeting held on January 7, 2003 approved your request for a Six (6) month extension to your site plan approved on 7/16/02 (effective 816102). You now have until August 6, 2005 in which to obtain a zoning permit to construct the office building. If you have any questions, please let me know. Sincerely,:- ? aynnond J. 5elair Administrative Officer PEA pizzagalli p r c p e r E T a■ r 50 Joy Drive, P.O. Box 2009 South Burlington, Vermont 05403-2009 Telephone (802) 658-4100 FAX (802) 865-4469 December 20, 2002 Mr. Raymond Belaire Zoning Administrator City of South Burlington 575 Dorset Street South Burlington, VT 05403 Attn: Development Review Board RE: Site Plan Application # SP-02-32 Mountain View Business Park Dear Ray: Pursuant to our recent phone conversation regarding the above referenced project, Pizzagalli Properties, LLC would like to request a six (6) month extension to our existing site plan approval. The current "Findings of Fact and Decision" for this project was approved on July 16, 2002 and signed by the South Burlington Development Review Board Chair on August 6, 2002. Pizzagalli would prefer a summer construction period rather than starting the project in the dead of winter. Therefore, we would like to request a six (6) month extension to our current site plan expiration date of February 6, 2003 to August 6, 2003 to obtain the required zoning permit. Should you or any members of the Development Review Board have any questions concerning our extension request, please do not hesitate to contact me. Sinc ely Robert T. Bouchard Development Manager Impact Fee Calculation for New Non -Residential Construction A Project Name B Effective Date C D E F G H I _J K L Type of use Type of construction Value of construction per square foot from Appendix 1 Total square feet of new construction v, 60 30. o Total value of new construction b Y v WLI _ E x F Above in units of$1,000 V 6 V0 G / 1000 Existing land value 301 � Grand list Above !n units of$1,000 3y , 3 9T I / 1000 Total value of site and improvements after construction G + I Above in units of $1,000 K / 1000 ROAD IMPACT FEE M Base road impact fee per VTE N Estimated PM peak hour VTEs O Base road impact fee --P Credit per $1,000 (Table RD-5) for past payments Q Credit for past payments R Credit per $1,000 (Table RD-6) for future payments S Credit for future payments T Total road impact fee FIRE PROTECTION FEE Estimated post construction value of structure and contents U in units of $1,000 V Base fire protection impact fee Credit per $1,000 of land value Q) for past tax payments W (Table FP-4) X Total credit applicable to project for past tax payments Post -construction value of structure and land excluding $144.56 6:1335.O� MxN D (p %g. S J x P 5y/ t{a LxR ?l�O -Q -S 0�5-60 H x 1.875 606• 5-Z> $0.87 x U From FP-4 WxJ Y confenis G + I Z Above in units of $1,000 �p �/ �. /�' "� Y / 1,000 Credit per $1,000 of post -construction value for future tax AA pmts (Table FP-5) Frutn FP-&`% AB Total credit applicable to project for future tax payments 6 7' 36 AA x Z AC Total fire protection impact fee �, p1, V - X - AB TOTAL ROAD AND FIRE IMPACT FEE ,b3 Calculation sheets.xls crTr State of Vermont 1 a tr POTABLE WATER SUPPLY & WASTEWATER SYSTEM PERMIT LAWS/REGULATIONS INVOLVED Environmental Protection Rules Effective August 16, 2002 Case Number: WW-4-1698 PIN: EJO 1-0291.01 Landowner: Pizzagalli Investment Company Address: 50 Joy Drive South Burlington, VT 05403 This project, consisting of removing the conditions of Deferral of Permit #DE-4-0931 to create two lots identified as Lot A being 4.52 acres proposed for the construction of an office building with a maximum of 100 employees served by municipal water and wastewater services and Lot B being an undeveloped 3.3 8 acre lot located off Tilley Drive and Hinesburg Road in the City of South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. GENERAL This permit does not relieve the permittee from obtaining all other approvals and permits as may be required from the Department of Environmental Conservation, Water Supply Division - telephone (802) 241-3400 and Water Quality Division - Wetlands - telephone (802) 241-3770, the Department of Labor and Industry - telephone (802) 828-2106 or (802) 658-2199 and local officials prior to proceeding with this project. 2. The project shall be completed as shown on the following plans which have been stamped "approved" by the Wastewater Management Division: Job 01-250, Drawing 1 "Site Plan" dated 3-06-02 last revised 7-23-02; Drawing 2 "Site Plan" dated 3-06-02 revised 5-06-02; Drawing 3 "Roadway Profile & Details" (for sanitary sewer) dated 3-06-02 last revised 7-23-02; Drawing 4 "Roadway Profile & Details" dated 3-06-021ast revised 7-23-02; Drawing 5 "Forcemain Profile" dated 3-06- 02 revised 5-06-02; Drawing 6 "Forcemain & Waterline Profile" (for sanitary sewer) dated 3-06-02 revised 5-06-02; Drawing 9 "Sewer Details" dated 3-06-02 last revised 7- 23-02; Drawing 13 "Specifications" dated 5-06-02; and Drawing 1 of 1 "Boundary Plat" dated 1-21-02 last revised 2-22-02 prepared by Donald L. Hamlin Consulting Engineers, Inc. Potable Water Supply & Wastewater System Permit W W-4-1698 Pizzagalli Investment Company Page 2 The project shall not deviate from the approved plans which would change or affect the exterior water supply or wastewater disposal, building location or the approved use of the building without prior written approval from the Wastewater Management Division. 3. The conditions of this permit shall run with the land and will be binding upon and enforceable against the permittee and all assigns and successors in interest. The permittee shall be responsible for the recording of this permit and the "Notice of Permit Recording" in the South Burlington Land Records within 30 days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. 4. The Wastewater Management Division now reviews the water supply and wastewater disposal systems for all buildings under 10 V.S.A., Chapter 64 - Potable Water Supply and Wastewater System Permit. By acceptance of this permit, the permittee 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 Vermont environmental/health statutes and regulations, with this permit. A copy of the approved plans and this permit shall remain on the project during all phases of construction and, upon request, shall be made available for inspection by State or local personnel. 6. This permit shall supersede Deferral of Permit #DE-4-0931 thereby rendering it null and void. 7. Any lot depicted on the plan and not specifically referenced as being approved for a use requiring a sanitary sewer system and potable water supply shall comply with the Environmental Protection Rules, Chapter 1, Wastewater System and Potable Water Supply Rules Effective August 16, 2002, Section 1-403 (a)(5) for the creation of unimproved lots. WATER SUPPLY & WASTEWATER DISPOSAL The project is approved for connection to the municipal water supply and wastewater collection system as depicted on the approved plans. The project is approved for a maximum of 1,350 gallons of wastewater per day. No other method of obtaining water or for wastewater disposal shall be allowed without prior review and approval by the Wastewater Management Division, and such approval will not be granted unless the proposal conforms to the applicable laws and regulations. Potable Water Supply & Wastewater System Permit WW-4-1698 Pizzagalli Investment Company Page 3 9. This permit, for the substantially completed potable water supply and wastewater system, shall become valid upon receipt by the Wastewater Management Division of a signed and dated certification from a licensed designer which states: "I hereby certify that the installation -related information submitted is true and correct and that, in the exercise of my reasonable professional judgment, the potable water supply and wastewater system have been installed in accordance with the permitted design and all permit conditions, were inspected, were properly tested, and have successfully met those performance tests." This shall include the sanitary sewer collection system, pump station and force main and the sanitary sewer and water services from the mains to the building. 10. The water main extension is approved provided the water main extension is constructed in strict accordance with the Agency ofNatural Resources, Water Supply Division's "Public Water System Permit to Construct " Project #E-1353 WSID #5091 to Pizzagalli Properties, LLC dated October 10, 2002. Dated at Essex Junction, Vermont this October 18, 2002. Christopher Recchia, Commissioner Department of Environmental Conservation By Ernest P. Christianson Regional Engineer c For the Record South Burlington Planning Commission & Select Board Donald L. Hamlin Consulting Engineers, Inc. Water Supply Division Water Quality Division if State of Vermont Department of F;s� an7'Nildlife Department of Forests, Parks and Recreation Department of Environmental Conservation October 14, 2002 Pizzagalli Investment Company Robert T. Bourchard, Development Manager P.O. Box 2009 South Burlington, VT 05407-2009 Dear Bob: AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division I I I West Street Essex Junction, Vermont 05452 Telephone #(802) 879-5656 Subject: Case number WW-4-1698, PIN EJ01-0291.01, Proposed Office Building on Lot A located off Tilley Drive and Hinesburg Road, South Burlington, Vermont. We have reviewed the information submitted for the above referenced project and have determined that there are items that were not included or were insufficient for the submittal. Please provide the "Permit to Construct" by the Water Supply Division for the water line extension and a second set of plans. Once we receive this additional information, we will continue our review. Please respond within sixty (60) days from the date ofthis letter. Incomplete resubmittals or submittals made after sixty days may result in the denial of the project. Please contact me at 1-802-879-5675 if you have any questions. Sincerely, Ernest'P. Christianson Regional Engineer copies: City of South Burlington Donald L. Hamlin Consulting Engineers, Inc. Water Supply Division r . State of verrnont Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation September 19, 2002 Pizzagalli Investment Company 50 Joy Drive South Burlington VT 05403 AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Junction Regional Office 111 West Street Essex Junction, VT 05452 (802)879-5656 WW-4-1698, Mountain View Business Park -- Lots A & B 7.88 acre remove DE-4-0931 for proposed Subject: construction of 2 story office bldg. 100 employees mun w/s 1350 gpd located on 62 Tilley Drive/750 Hinesburg in South Burlington, Vermont Dear Applicant: We have received your application and fee paid by check #118178 on September 12, 2002, which begins the 45 day in-house performance standards for our review. 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 at (802) 879-5656. We have forwarded your application to the Information Specialist, who will send you a Project Review Sheet indicating other state departments you should contact about additional permits you may need. If you have not already done so, you should also check with town officials about any necessary town permits. Sincerely, Irene L. oberge DEC Regional Office Coord. City of South Burlington Planning Commission Donald Hamlin Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation September 11, 2002 Pizzagalli Investment Company 50 Joy Drive South Burlington, VT 05403 Dear Applicant: AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division 111 West Street Essex Junction, Vermont 05452 Telephone #(802) 879-5656 Subject: Application for permit for Water Supply & Wastewater Disposal Permit for two story office building located off Tilley Drive/Hinesburg Road, South Burlington, Vermont. We have reviewed the application materials and have completed the "application completeness checklist." Unfortunately, we were unable to log your application in because the application is administratively incomplete. Enclosed are copies of the application form you submitted, as well as the "application completeness checklist" with the missing or incomplete items noted and the check for the fee.. If you have questions or are unsure what is needed to complete the application package, please contact me. We will hold your application materials. Once you have the missing or incomplete information, please send the materials to this office along with the enclosed copies. Once we have determined that the application materials are complete, the application will be accepted and will be assigned to one of the engineers to be reviewed. Sincerely, Irene Roberge DEC Regional Office Coordinator Enclosure -copy of application form and checklist copies: South Burlington Donald L. Hamlin Consulting Engineers TDD: 1-800-253-0191 100% Processed Chlorine Free Regional Offices - Barre/Essex Jct./Pittsford/Rutland/Springfield/St. Johnsbury AGENCY OF NATURAL;. DEPARTlVIENT•OF ENVIItO . WA►31'EWATER MANAGEI! PERMIT APPLICATION COMPLE Landowner: p Town: ;ESQURCES .:. Checklist codes: "✓" = item snbmi =item ' M''J Application form 2. Design flow Appropriate fee S SC Signed check # _-----S.Power of attorney (letter of assignment) 6. Booka � s and Page 1 t -� i 3 /7. Town - �8. Road name ./ 9. Project description 10. Water quality test 1. Munici "v rova%'�J aPP v - t 3-0 12. Municipal water approval 13. Easements for off -lot system C-sy-. � S�� 3 C) 0� Ss Description of Project Application incomplete for the following items: 2. h) , j C�=L (��_� 1� 3. H completed missing, "NA item not app _ C�4• -Property access signature 15. Location map 16. Two afitle'box s of legible plans, includin prolines with dimensions, scale an (title, date, sheet #f) 17. All applicable signatures including consultant stamp/signature on plans. 18. Prior permits (list numbers) 19. Compliance with other permits (list of prior permits) 20. Date of construction and uses of any existing buildings involved with the project. 21. Other Appcheck.doc - Application Log -in checklist form - April 9, 2002 AGENCY OF NATURAL RESOURCES DEPARTMENT OF ENVIRONMENTAL CONSERVATION WASTEWATER MANAGEMENT DIVISION (For Office Use Only) Permit# PIN Comp Appl Rec'd Fee Rec'd $ Check # APPLICATION FOR WATER SUPPLY & WASTEWATER DISPOSAL PERMIT Pursuant to Chapter 1, Subchapter 4 of the Environmental Protection Rules PART I Please print clearly or type your responses. A. LANDOWNER NAME Pizza alli Investment Successor by merger to Pizz o - Please list the name(s) ass own on the deed. multiple an owners, p ease prove e a separate s each landowner, mailing address and signature. s, LLC MAILING ADDRESS 50 Joy Drive Please provide the comp ete address, including street orP. U. box or rural route number. South Burlington Town or city )tate zip code one num er B. CO -APPLICANT NAME Please list the names) o t e co-app scant, i appropriate. A co -applicant wilFreceive copies o all correspondence regarding the application an permit. MAILING ADDRESS Please provide the comp ete address, including street or F. 0. box or jit—ral route number. Town or cityState Zip code Phone number CONTACT PERSON: Robert Bouchard 802 658-4100 If this application is being su mitte y a usiness, p ease give us the name o a contact person within the organization, in case we have questions or need more information. C. CONSULTANT NANIE Donald L. Hamlin Consulting Engineers, Inc. MAILING ADDRESS 136 Pearl Street Please provide the comp ete a ress, inc i tng street or box or rura route num er. Essex Junction Vermont 05452 802 - own or city tate zip code one number D. PROJECT DESCRIPTION 1. Does this project involve a failed water or wastewater system? Yes No x 2. Location of project: Enclose a portion of a United States Geological Survey (USGS) Map, town highway map, or accurate site location map showing the project location. Site plan enclosed. 3. Town City of South Burlington Road 62 Tilley Drive / 750 Hinesburg Road 4. Business Name Pizzagalli Properties, LLC 5. When was lot created? January 1986 or provide an xthe lot was created afPepde teettnumber under subdivision eplanaton for why the lotwa xmptfrom rglations. DE-4-0931 6. Size of lot: Lot A 4.5 2 ac please identify, the lots) by number or letter. Please indicate the size of the lot in acres or square eet. ease indicate the size of all contiguous. tracts of land owned by the above landowner. Lot B 3.36 acres Lot A & B = 7. 88 acres Water Supply and Wastewater Disposal application form - June 29, 2001 7. Book Page 111-113 Property Tax Map No. o860- Please specs t e book an page w ere the deed or thisproperty is recor a in the city or town land records. This information is not required, but would be helpful in tracking projects. 8. Detailed Project Description: Please describe the pro osed use of the buildin including number of seats (if a restaurant), number of living units and bedrooms (f residential), number 6 employees. Ifa conversion of a building is proposed, please provide prior uses as well as proposed use (use an attached sheet if needed) Pizzagalli Properties,.LLC Proposes to construct a two (2) story, thirty -thousand (30,000) square foot office building on property we own formerly known as 750 Hinesburg Road,nuw 62 Tillev Drive. 9. Will or does the building have any flop drains? pYe s Noox ey If so, please show the floor drains on the lans and s eci t e use o t e area where th are located, and where the drains discharge . 10. If the project involves an existing building, was this building constructed before 6/1/70? Yes No X If the building was built after 6IR70, please be sure to specify the permit number in p rno permits section of the application form. 11. Prior permits: DE-4-0931 Please list all previous its issue on t e same tract o an , suc as an se ermit, u is Building perm Permit, pe°niP�an,Disposal Permit, Certificate eCompliance, DeferralfrmHme BusnessCecioRemed ationCertificationoAct250 Prmi 12. Description of water supply system: Please check all that apply. a. drilled well (bedrock or gravel well), on -site, off -site shallow welllspring (less than 30' deep), on -site, off -site surface water name '91 reservoir, lake or river b, individual water sup ly system or shared water supply system public non-communi transient or public non -community non- transient water lots buildings P ease provide t e number of lots buildings served by the water supply system. c. x public community or municipal water supply system Water Su pplyy Identification # name South Burlington Water Department Please incpl-ude a letter from the owner of the water system, or municipa ity authorizing the connection to the system, and allocation ofthe water. d, an existing water supply system, or a proposed water supply system. 13. Description of wastewater disposal system: on -site, or off -site a, soil -based wastewater disposal system; b, connection to a non -municipal community isposal system. c. x connection to municipal system d, connection to Indirect Discharge System Note: If 13 b,c, or d is checked, please include the name of the municipality or owner and a letterfrom the person authorized by the municipality or community wastewater disposal system entity approving the connection and allocation of sewage. Name of system South Burlington Wastewater Treatment Plant Water Supply and Wastewater Disposal application form - June 29, 2001 3. Site Modifications: Sites requiring site modifications cannot be considered "Minor Projects." a. Is surface drainage required? Yes x No If yes, please describe and indicate on the site plan. b. Is subsurface drainage required? Yes No x If yes, please describe and indicate on the site plan. c. Is filling of the area required? Yes No x If yes, please describe type of fill, depth of the fill and indicate the area to be filled on the ite pT— d. Is regrading of the area required? Yes No If yes, please describe regrading, amount of area to be regraded, and indicate the area o be regraded on the site plan. The general topography of the site shall remain unchanged. Please see site plan enclosed. Consultant's Statement: The proposed design for each water supply and wastewater disposal system complies with Chapters 1 and 21 of the Environmental Protection Rules to the best of my knowledge. Donald L. Hamlin Consulting Engineers, Inc. �� '� Date �(� Z nnsu an Name grin a igna re a C. CONSULTANTS CERTIFICATION FOR MINOR PROJECTS (Pursuant to Chapter 1 section 1.102(N) and 1-201(M) of the Environmental Protection Rules) "Minor projects" means a single lot subdivision and projects with a design flow of less than 600 gallons per -. day where site conditions are favorable for on -site sewage disposal so that no site modifications are required. Projects involving industrial waste shall not be considered minor projects. For minor projects as defined in section 1-102 (N) where the consultant submits a certification with the application stating that the project complies in all respects with these rules, the Division relied solely upon the certification and application as submitted and thatthe permit may be revoked if it is determined that the project does not comply with these rules as certified. False or misleading certification under this section shall be a violation of these rules, and the statute(s) under which the application is filed, by the person completing the certification. The following shall be included in any certification submitted under this section: "I hereby certify that the application submitted herewith is for a minor project as defined in the Vermont Environmental Protection Rules, section 1-102 (N), that all the information submitted with this application is true and correct, and that the design of this project complies in all respects with the Environmental Protection Rules." onsu tant ame printed) Signature ate This is the official Water Supply & Wastewater Disposal Permit. It is available on disk. Please do not alter or use your own version. Water Supply and Wastewater Disposal application form - June 29, 2001 14. Basis of des�in flows for project: lease rovide a breakdown o the 1f the des ignws for the project are from more than one type of use, p p f design flows; such as number of bedrooms per unit, number of employees, number of seats in restaurant, etc. Ifyou are utilizing a 10% reduction in water or wastewater flows for low flow fixtures, you must state that. Ifyou are utilizing a 20% reduction in wastewater flows for municipal sewer service, you must state that also. Breakdown of design flows: Approximately 100 employees at 15 gal/per = 1500 gpd. 20% reduction for connection to municipal treatment planr'plus an allowance for infiltration = 1350 gpd. Number of gallons of water required per day: Please refer to the Water Supply Rule - Chapter 21, Appendix A, Table S, Unitized Average Day Flows Existing flows: -0- Increase in flow: 1350 Total Design Flows - Water: 1350 100 employees. 15 gal per includes a 10% reduction for low flow fixtures. Number of gallons of sewage generated per peak day Please refer to the Environmental Protection Rules, Chapter 1, Small Scale Wastewater Treatment and Disposal Rules, effective August 8, 1996, Appendix 1-7A, Flow _Quantities.. Existing flows: -0- Increase in flow: 1350 Total Design Flows - Sewage: 1350 15. Easement Information - If the water supply or wastewater disposal system (including any water or sewer lines is located on land owned by others, or crosses land owned by others, please submit a letterfrom the landowner stating that they will provide an easement to the applicant. Please submit a copy of the signed easement agreement. City of So.Burlington-Site plan approval enclosed. 16. Is any portion of the property in or near a wetlands, or is there a wet area on the property? Yes x No Wetlands, and sometimes a buffer around the wetland, are protected byfederal andlor states. ere known and applicable, please show wetlands on the site plans. Contact the wetlands program at (802) 241-3770 for further information. ,it (100 employees x 15 gal per x 90%)= 1350 x .42/gal. E. Application fee: $567.00 Please see attached fee schedule . Please make the c ec pa a e o--STATE OF VERMONT. Municipalities are exempt from fee requirements unless the application is for a new public water supply. For new public non -community transient or public non -community non -transient water sources, please include an additional fee of : ($250.00 +( $0.005 x design flow)). F. SIGNATURES/ACKNOWLEDGMENTS 1. In order to insure compliance with the requirements of the regulations administered by the Department of Environmental conservation, it may be necessary to visit the property subject to this application. If we do visit your property, do you have any special instructions? No. 2. s an owner o t e proper or w is am reques ing a perms rom the Department of Environmental Conservation, I understand that by signing this application I am granting ermission for Department employees to enter the propperty, during normal working hours, Fo insure compliance of the property with the plicable rules of the Department. 3. I understand that I am not allowed to coin n any site work or construction on this project without written approval from the Depar t of Env' me al Cof!!4k� Pizzagalli Investment Company Robert T. Bou chard Lan owners ame printe ignature (as shown onDeed) an owners ame prmte signature (as shown on Deed) Co-applicant(s) lame rinte Signature Date If there is more than one landowner, and there is not room to fit the information on this form, please provide an additional sheet with the names, mailing addresses, signatures and dates. � an attorney signs oo landowner(s), please submit a co o the authorization document that rants the ower o Attorneyspecific land transactions. Water Supply and Wastewater Disposal application form - June 29, 2001 PART 11 To be completed by a qualified consultant, such as a professional engineer or a site technician. A. SITE DATA 1. Is an portion of the proposed wastewater system in a water Source Protection Area as designated by the Water Supply Division? Yes No x The Water Supply Division can be reached at-2:T1=3400. 2. Is the proposed well located within 1 mile of a hazardous waste site as designated by the Hazardous Materials Division? Yes No a The Waste Management torsion can�eache at 241-3888. The sites list can also be found on the Internet at www.annstate.vt.us/dec/wastediv/rcra/list.htm 3. Classification of Water System a, non public -private water system serving less than 25 persons b, public transient non -community - serving 25 or more people for at least 60 days per year. For example, restaurants, motels, campgrounds,,convenience stores with deli. C. public non -transient non -community serving 25 or more of the same people for more than 6 months per year. For example, schools, factories, office buildings, licensed day care centers d. x public community - serves residents on a year round basis (15 or more service connections, or 25 or more people) 4. Site visit with regional office staff: Yes No x . Date of visit Please provide the name of regional office staff present B. SOIL DATA (See Section 1-307C and Section 1-707 of the Environmental Protection Rules for further information.) e following information must be provided by the consultant for each lot, either as an addendum to the application or on the site plan, unless the project is to be served by municipal sewer services. 1. Soil Excavations: Submit test results of all pits which were excavated and show their location on the site plan. Each test pit description should include: a. Date of soil excavations: n/a Lot # Method of excavation: n/a Depth to the estimated seasonal high water table n/a Depth to ledge n/a b. Description of soil layers based on structure, density, texture, and color. c. Description of compact layer, bedrock, water, signs of seasonal high water table, and mottling. 2. Percolation Tests: (See Appendix 1-7C of the Environmental Protection rules for information on percolation test proce ures. Tests must be taken entirely within the most dense, least permeable native soil identified within one (1) to three (3) feet below the bottom of the infiltrative surface of the proposed wastewater disposal system. Submit the following information for each test: a. Date of test n/a b. Depth of hole n/a c. Diameter of hole n/a d. Depth of water used for testing n/a e. Time of each run, refill time between each run, and total elapsed time. Water Supply and Wastewater Disposal application form - June 29, 2001 DEVELOPMEN17 REVIEW BOARD 16 JULY 2002 The South Burlington Development Review Board held a regular meeting on Tuesday, 16 July 2002, at 7:30 p.m., in the Conference Room, City Hall, 575 Dorset St. Members Present: M. Boucher, Acting Chair; J. Cameron, G. Quimby, R. Farley, C. Bolton Also Present: R. Belair, Administrative Officer; M. Dufresne, B. Nedde, J. Magnus, J. Larkin, L. Budd, A. Roth, G. Woods, B. Precourt, C. Ward, J. Handy, T. Handy, D. Marshall, S. Fead, R. Marcellino, B Bouchard, R. Dickenson 1. Other Business: Mr. Belair introduced Chuck Bolton, new DRB member. There will be a panel discussion regarding land conservation/land stewardship tomorrow night at City Hall. 2. Minutes of 2 July 2002: Ms. Quimby moved to approve the Minutes of 2 July 2002 as written. Mr. Farley seconded. Motion passed 4-0 with Mr. Bolton abstaining. 3. Continued site plan application #SP-20-32 of Pizzagalli Properties to construct a 30,000 sq. ft. general office building, 62 Tilley Drive: Mr. Bouchard said they had gotten the same "no" from Vtrans regarding the left turn lane the Board had asked for. Mr. Bouchard also presented a memo from CCMPO regarding calculation of trip ends. Staff recommends approving the project with 113 trip ends. Prior to issuance of a permit, the Director will have the authority to reduce the number of trip ends depending on who the tenant is. The Board could also say that when Building "B" is built, there will be a study to see what Building "A" is generating and that may be meeting the warrants for a left turn lane. It was also noted that the state has said there is not enough room to construct the tapers for a turn lane. The applicant could investigate moving slightly to the north. The tapers would then fit. Mr. Bouchard said that is not within his control. Mr. Belair noted this .vill also be a 4-way intersection. Mr. Bolton asked if there is enough room for a potential Interstate exit. Mr. Belair said there is. DEVELOPMENT REVIEW BOARD 16 JULY 2002 PAGE 2 Ms. Quimby moved to approve site plan application #SP-20-32 of Pizzagalli Properties subject to the stipulations in the draft motion of 16 July 2002. Mr. Farley seconded. Motion passed 4-0 with Mr. Bolton abstaining. 4. Continued site plan application #SP-02-28 of John P. Larkin to construct a 113 unit congregate housing facility in one building, 25 Harbor View Road, and S. Public Hearing: Application #CU-02-16 of John Larkin, Inc., for conditional use approval under Section 26.05, Conditional Uses, of the South Burlington Zoning Regulations. Request is for permission to construct a 113 unit congregate housing facility, 25 Harbor View Road: Mr. Belair noted they have added landscaping. They have also found and delineated some wetlands. Some parking spaces have been designed for future development, if needed. Ms. Dufresne referred to pictures of what the building will look like. Mr. Nedde said they had met with the Fire Chief. As a result, hydrants have been added. There was also a request for access to the northwest wing. Some pavement has been added so a ladder truck can now access that area. The building will be fully sprinklered. Mr. Nedde also noted that a wetlands consultant has visited the site. The project does not impact the wetland but does impact the wetland buffer. Because the wetland will remain in its existing condition, its function will remain unchanged. Stormwater will be directed to a detention facility and will not enter the wetland. The stormwater design has been finished and submitted to Heindel and Noyes for review. The details of the water system have also been modified to comply with regulations. Mr. Belair noted that the Natural Resources Committee does not want to see parking in the wetland buffer. Mr. Boucher stressed that the Commission tries to be consistent about encroachment into the 50 ft. wetland buffer. Mr. Cameron felt the logical discussion should be whether to allow them to build anything there at all. Ms. Budd asked the height of the building. Ms. Dufresne said it will be 70.75 feet above the average pre -construction grade. Mr. Cameron said he was not 011, with the red roof. He felt the building was very attractive, but the roof was not in context with other colors. Ms. Dufresne said the dormers will break up the roofline. Mr. Belair noted that Act 250 will get involved with color. Please Reply to: P.O. Box 9 Essex Junction Vermont 05453 August 13, 2002 DONALD L. HAMLIN CONSULTING ENGINEERS, INC. ENGINEERS AND LAND SURVEYORS Ms. Stephanie Smith, Associate Planner City of South Burlington Department of Planning and Zoning 575 Dorset Street South Burlington, Vermont 05403 Re: Mountain View Business Park Dear Ms. Smith: 136 Pearl Street Essex Junction, Vermont 05452 Tel. (802) 878-3956 (802)878-5123 Fax (802) 878-2679 Please find enclosed three copies of the revised site plan, sheet #1, for the above referenced project. As you requested, this sheet was revised to show separate front yard coverage computations along Hinesburg Road and Tilley Drive. If you have any questions, please do not hesitate to call. Respectfully, i Jef . K sheer, P.E. Pro ngineer Enc. C: Robert Bouchard WATER SUPPLY AND DISTRIBUTION SUBDIVISIONS TRAFFIC STUDIES WASTE WATER COLLECTION AND TREATMENT SKI LIFTS 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" NOTICE: DRAFT DISCHARGE PERMIT PUBLIC NOTICE NUMBER: 1-1536 AGENCY OF NATURAL RESOURCES DEPARTMENT OF ENVIRONMENTAL CONSERVATION WATER QUALITY DIVISION 103 SOUTH MAIN STREET WATERBURY, VERMONT 05671-0408 S�y� CC�� ;JPS knz'A- VV-&4 4- (L SC PUBLIC COMMENT PERIOD: August 14, 2002 —September 13, 2002 4kfl— PERMITTEE ( I,0 '� , PERMITTEE NAME: Pizzagali Properties, LLC PERMITTEE ADDRESS: Robert Bouchard, PO Box 2009, South Burlington, VT 05403-2009 PERMIT NUMBER: 1-1536 FILE NUMBER: 04-14 PROJECT ID NUMBER: PIN EJ01-0291.01 DISCHARGE INFORMATION NATURE: Treated stormwater VOLUME: As necessary RECEIVING WATER: Unnamed tributary to Potash EXPIRATION DATE: Five years from issuance date of final permit DESCRIPTION: This is a draft discharge permit proposed for issuance to Pizzagali Properties for the discharge of stormwater runoff from a proposed office building project, Mountain View Business Park, lot A, located on Hinesburg Road in South Burlington, Vermont to an unnamed tributary to Potash Brook. The means of treatment includes grassed swales, and a detention basin. -2- TENTATIVE DETERMINATIONS Tentative determinations regarding effluent limitations and other conditions to be imposed on the pending Vermont permit have been made by the State of Vermont Agency of Natural Resources (VANR). The limitations imposed will assure that the Vermont Water Quality Standards and applicable provisions of the Federal Clean Water Act, PL 92-500, as amended, will be met. FURTHER INFORMATION The complete application, proposed permit, and other information are on file and may be inspected at the VANR, Waterbury Office. Copies, obtained by calling (802) 241-3770, will be made at a cost based upon the current Secretary of State Official Fee Schedule for Copying Public Records from 8:00 a.m. to 4:00 p.m., Monday through Friday. PUBLIC COMMENTS/PUBLIC HEARINGS Written public comments on the proposed permit are invited and must be received on or before the close of business day (7:45 am - 4:30 pm) September 13, 2002 to the Agency of Natural Resources, Department of Environmental Conservation, Water Quality Division, Building 10 North, 103 South Main Street, Waterbury, Vermont 05671-0408. Comments may also be faxed to 802-241-3287. The permit number should appear next to the VANR address on the envelope and on the first page of any submitted comments. All comments received by the above date will be considered in formulation of the final determinations. During the notice period, any person may submit a written request to this office for a public hearing to consider the proposed permit. The request must state the interest of the party filing such request and the reasons why a hearing is warranted. A hearing will be held if there is a significant public interest (including the filing of requests or petitions for such hearing) in holding such a hearing. FINAL ACTION/APPEAL At the conclusion of the public notice period and after consideration of additional information received during the public notice period, the VANR will make a final determination to issue or to deny the permit. Any person may, within thirty (30) days after permit issuance or denial, appeal the VANR determination to the Vermont Water Resources Board pursuant to Title 10 V.S.A., Chapter 47, subchapter 1269. Christopher Recchia, Commissioner Department of Environmental Conservation CITY OF SOUTH BUR,LINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 August 13, 2002 Mr. Jeff Kershner, P.E. Hamlin Consulting Engineers, Inc. 136 Pearl Street Essex Junction, VT 05452 RE: Mountain View Business Park, 750 Hinesburg Road Municipal Wastewater Allocation Dear Jeff, This letter will serve as an allocation of 1,500 gallons per day of municipal wastewater capacity for the Mountain View Business Park located at 750 Hinesburg Road. Treatment will occur at the Airport Parkway wastewater treatment plant. The fee for the 1,500 gallon per day allocation will be $6,900. Your allocation will become final upon payment of this fee to the City. Please call if you have any questions. Sincerely, t Juli Beth Hoover, AICP Director of Planning & Zoning cc: File Please Reply to: P.O. Box 9 Essex Junction Vermont 05453 August 7, 2002 DONALD L. HAMLIN CONSULTING ENGINEERS, INC. ENGINEERS AND LAND SURVEYORS Ms. Juli Beth Hoover City of South Burlington Department of Planning and Zoning 575 Dorset Street South Burlington, Vermont 05403 Re: Mountain View Business Park Dear Ms. Hoover: 136 Pearl Street Essex Junction, Vermont 05452 Tel. (802) 878-3956 (802)878-5123 Fax (802) 878-2679 We are writing to request a letter of approval for the municipal sewer connection and allocation for the recently approved office building on Lot A of the Mountain View Business Park. This letter is required as a part of the application for a State Water Supply and Wastewater Disposal Permit for this lot. The estimated average sewer demand for this project is 1,500 gallons per day. This is based on 100 employees at 15 gallons per day, including a 20% reduction for connection to the municipal treatment plant, and an allowance for infiltration. We thank you in advance for your time and cooperation. If you have any questions, please do not hesitate to call. L4L , P.E. C: Robert Bouchard WATER SUPPLY AND DISTRIBUTION SUBDIVISIONS TRAFFIC STUDIES WASTE WATER COLLECTION AND TREATMENT SKI LIFTS 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" CITY OF SOUTH BIJI3LINGTON 'DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 12 August 2002 Bob Bouchard 50 Joy Drive South Burlington, VT 05403 Re: Site plan application, #SP-02-32 of Pizzagalli Properties, 62 Tilley Drive Dear Mr. Bouchard: Please find enclosed the Findings of Fact and Decision of the Development Review Board approval on July 16, 2002, in regards to the above referenced project. Please note the conditions of approval including the requirement to obtain a zoning permit within six (6) months, or this approval is null and void. If you have any questions, please give me a call. Sincerely, Stephanie A. Smith Associate Planner DEVELOPMENT REVIEW BOARD 2 JULY 2002 PAGE 3 Mr. Dinklage reminded the applicant that the person the apartment is rented to must be over 55, a blood relative or disabled. Ms. Quimby moved to approve conditional use application #CU-02-14 of John & Arlene Duffy subject to the stipulations in the draft motion of 2 July 2002. Mr. Farley seconded. Motion passed unanimously. Mr. Cameron stepped down during the hearing on item #6 due to a conflict of interest. 6. Public Hearing: Application #CU-02-13 of Great Northern Construction, Inc., seeking approval under Section 26.05, Conditional Uses, of the South Burlington Zoning Regulations. Request is for permission to reconstruct a retaining wall, 58 Bartlett Bay Road: Mr. Schwartz said this is currently a pressure treated wall. It is not a sea wall. A question was raised about using an arsenic treated wood. The wall will be above the high-water mark and there will be no pressure treated wood at the water level or below. No vegetation will be removed. Mr. Bruhn, the abutter to the north, said this is part of a larger project he wished he'd paid more attention to. He is concerned that work on the project begins at 7 a.m., and it is very jarring. He asked for a stipulation that construction work cannot be done before 8 a.m. and not on weekends. Mr. Belair noted the city's "quiet hours" are between Midnight and 8 a.m. Mr. Dinklage asked the applicant to comply with this city ordinance and not begin noisy work before 8 a.m. Mr. Boucher moved the Board approve conditional use application #CU-02-13 of Great Northern Construction, Inc., subject to the stipulations in the draft motion of 2 July 2002. Mr. Farley seconded. Motion passed unanimously. 7. Site Plan application #SP-02-32 of Pizzagalli Properties to construct a 30,000 sq. ft. general office building, 62 Tilley Drive: Mr. Boucher expressed concern that the Board did not have a copy of the traffic study and said he did not want to make a decision before having a chance to review the study. Mr. Bouchard said it was submitted a few weeks ago. Mr. Dinklage asked if turning lanes are required. Mr. Bouchard said the Agency of DEVELOPMENT REVIEW BOARD 2 JULY 2002 PAGE 4 Transportation says no. Mr. Belair noted that staff disagrees with the PM peak hour trip end calculation in the traffic study. The applicant's engineer projects 45, and staff projects 113. Mr. Dinklage also asked about encroachment into the wetland buffer. Mr. Belair noted that parking is proposed in the buffer. Mr. Bouchard had a letter from Mr. Countryman indicating the wetlands are of "no significant value." He noted that the city's Natural Resources Committee feels this is an important area to preserve. Mr. Bouchard said the area is needed for circulation and to keep them above the minimum parking standard. Mr. Belair said that the city's regulations indicate that any identified, delineated wetland has a boundary around it and it has to be left alone unless the Board waives this. He added that the city's regulations are more stringent than the state regs. Mr. Bouchard said they will be constructing a pond on the site which will retain water and will, in effect, be a wetland. Mr. Kupferman suggested a trade-off of the wetland setback incursion for turning lanes on Hinesburg Road. Mr. Dinklage suggested continuing the hearing and trying to get the state to support turning lanes. Mr. Belair recommended the applicant's traffic engineer discuss this with the state. Mr. Dinklage felt staff should be involved because there are other developments in the area. There was strong Board sentiment for turning lanes. The Chair suggested the possibility of having the city hire a traffic engineer after staff has reviewed the applicant's traffic study and after talks with the state. Mr. Belair noted the applicant is asking for 23 more parking spaces than required. Mr. Dinklage said the Board may ask that these not be built unless needed since there is incursion in the wetland setback. Mr. Bouchard said their experience is they will be needed and they don't want to see a situation where cars are parked in the road. Mr. Boucher then moved to continue the application until 16 July. Ms. Quimby seconded. Motion passed unanimously. 8. Public Hearing: Final Plat Application #SD-02-41 of Lime Kiln Bond Housing Ltd. Partnership & Lime Kiln Allocated Housing Limited Partnership to amend a previously approved planned unit development consisting of 85 residential units in four buildings and 88 units of congregate housing in two buildings. The amendment consists of minor site modifications, 378 & 380 Lime Kiln Road: PC .>1 pizzagalli p r o p e r t i e s, I l c To: Mr. Raymond Belaire Zoning Administrator City of South Burlington 575 Dorset Street South Burlington, VT 05403 From: Robert Bouchard Date: August 6, 2002 Re: Mountain View Business Park — 62 Tilley Dr. Enclosed: TRANSMITTAL -Quantity Description Code''' 3 sets Revised Site Development Plans Sheets 1 — 13 M 3 Boundary Plat Plan 1 of 1 dated 1/21/02 rev. 2/22/02 M 3 Revised Landscaping Plan Sheet L1.0 dated 2/25/02 rev. 7/30/02 M Codes: A FOR INITIAL APPROVAL H FOR APPROVAL B FOR FINAL APPROVAL I AS REQUESTED OR REQUIRED C APPROVED AS NOTED - RESUBMISSION REQUIRED J FOR USE IN ERECTION D APPROVED AS NOTED - RESUBMISSION NOT REQUIRED K LETTER FOLLOWS E DISAPPROVED - RESUBMIT L FOR FIELD CHECK F QUOTATION REQURESTED M FOR YOUR USE G APPROVED N SEE REMARKS Remarks: Dear Ray; Instead of individual sheets, here are three (3) complete revised sets of the site plans for tf above referenced project. Please contact me with any questions. Sincerely; Bob Bouchard. 50 Joy Drive, P.O. Box 2009, South Burlington, Vermont 05407-2009 Phone: (802) 658-4100 Fax: (802) 651-1307 r� V �• V \� 11I�,�Y V U " 7/16/02 MOTION OF APPROVAL PIZZAGALLI PROPERTIES, 62 TILLEY DRIVE I move the South Burlington Development Review Board approve site plan application #SP- 02-32 of Pizzagalli Properties, LLC to construct a 30,000 square foot general office building on 4.52 acres, as depicted on a sixteen page (16) site plan, first page entitled "Mountain View Business Park Proposed Site Development South Burlington, Vermont", as prepared by Donald L. Hamelin Consulting Engineers, Inc., dated March 2002, last revised on 5/6/02, with the following stipulations: 1) All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2) The plan shall be revised to show the changes listed below and shall require approval of the Director of Planning & Zoning (hereinafter Director). Three (3 ) copies of the approved revised plan shall be submitted to the Director prior to permit issuance. & The site plan shall be revised to clearly show front yard coverage information for both Hinesburg Road and Tilley Drive which shall not exceed 30%. 3) The applicant shall comply with all requests from the South Burlington City Arborist, Fire Chief, and City Engineer, prior to issuance of a zoning permit. 4) For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Development Review Board estimates that the general office will generate 113 vehicle trip ends during the P. M. peak hour. This number may be reduced by the Director of Planning and Zoning at the time of permit issuance if warranted by a specific tenant whose projected traffic generations is less then the approved number. 5) Pursuant to Section 3.503 of the zoning regulations, the Board approves the encroachment into the C.O. District/wetland buffer. It is the Board's opinion that the attributes in Section 3.503 (a)-(e) of the zoning regulations will not be affected adversely. 6) All exterior lighting shall consist of downcasting shielded fixtures. Any change to approved lights shall require approval of the Director of Planning and Zoning prior to installation. 7) Prior to issuance of a zoning permit, the applicant shall post a $30,000 landscape bond. The bond shall remain in effect for three (3) years to assure the landscaping takes root and has a good chance of surviving. 8) The applicant shall obtain a zoning permit within six (6) months pursuant to Section 27.302 of the zoning regulations or this approval is null and void. 9) The applicant shall obtain a Certificate of Occupancy/Compliance from the Administrative Officer prior to the use of the building. 10) Any change to the site plan shall require approval by the South Burlington Development Review Board. 0 '15 21902 '!O 11:03 FAX 802 651 1,107 Pizzasalli ZoJ2,'002 137r15"02 011 152 D Pb HAML:N CU4SULTING ENG. -) W2 651 ri140.641 D02 State of VArmprst � Aganey of Transportation Naflonal Life Buildirg Drawer 33 r�4►,t�eil�,, �� VTworking to bet You Thpflp 45E38-500! July 10, 2002 Mr. Jeffrey P. I =Shrjer, PE i-Iattilin Consulting Eatgineers, Irtc. 136 Fear] St ]Essex Junction VT 05452 RE: Mountain views 83sinesa Park South But:tngtotl, MITI 16 Dear Mi.lershner: As you requested during our telephone conversation yesterday, T rim writing to cl u ify our cornrmc nts regirdi'19 left tuna lanes warrants in our June 12, 2002 letter, In the coum of our revic,w, we calculated traffic volumes bayed on our own methodology. and checked the lef l I= 100 warmts bmd on both the ,nvesage trip generation rate and the fitted curve equations, Mth and without Lot B development. In the worst case (using the fitted curve equanon with both Lots A and B) the left turn lance warrant is mat for a 75 foot fie, For Lot A only, the wa-rantt is not met. It to our understanding that at this tithe the developer is seeking permits for Lot A only. If bath Lots A and R are being considered, the left turn lane may be warranted. However. there is a dc+gret of uncertainty as to how much traffic will actually be generated by This developmrnt, because the fitted curve equation did not lave it high correletiml value, and the average rates were signifioantly lower. With this in mind, along with the fact that theme is adequate sigbt distance and there may be geometric constraints due to tine Interstate overpass b*id9z, it is our position that the left twat lane should not be built ai this Bute_ 1 spoke to Pete Dayc, in the Utilities and Permitting L'nit, who told me that any access pertnit that is issued for this development will have in it a coraditioa allarving VTrsrs o require the developer to construct the left tt= lane if in the future we de t=dne it is regtured. 2685. If yuu have xW additional questiora regarding our review, pic4se call M. at (802) 328- Sincerely, Amy L. Gamble pF Traffic Research l ngineer www.=-Statem.us TslacQmmuricat uns Rolay Service 1-800-253-0191 !Cane/!? IS 07 Equa/ Upporfunity Employer CCMPO MEMORANDUM Chittenden County Metropolitan Planning Organization To: Ray Belair, City of South Burlington Dept of Planning and Zoning From: David Roberts, Transportation Planne� 100 Dorset Street CC: Susan Smichenko, CCMPO Suite 22 South Burlington, yr Jeff Kershner, Hamlin Engineering 05403-6241 Re: Traffic Impact Study, Mountain View Business Park t 802.660.4071 Date: Jul 16, 2002 y f 802.660.4079 www.ccmpo.org info@ccmpo.org I have reviewed the Mountain View Business Park Traffic Impact Study. The study includes all of the state -required summary diagrams and analyses. The following details my comments on the report. Trip Generation Table 1 on page 1 of the study includes a summary of the estimated AM and PM peak hour trips expected to be generated by the proposed project. These trips were estimated using the ITE Trip Generation Handbook (61h ed). The ITE Handbook provides several means to estimate the trips generated by a development, including an average rate of trip generation per 1,000 square feet of office space or a fitted curve equation. Either method is generally accepted, however engineering judgment should be applied in selecting the specific methodology. ITE has published guidelines recommending the use of the fitted curve equation when the "R-squared" value is greater than 0.75 and other conditions are met. The manual indicates an R-squared ranging from 0.80 to 0.83 for general office space, which suggests the fitted curve equation may be more appropriate. However, the use of the fitted curve equation is not practical for small office buildings due to the initial value of approximately 79 trips (in the case of the pm peak hour of generator). For example, an office building of 1000 square feet would have an estimated PM Peak hour trip generation of 80 trips using the fitted curve equation — which is highly unlikely in reality. Ideally, the engineer performing the analysis would examine the two curves (the average rate and the equation) for the square footage in question (30,000 s.f. for Lot A) and make a determination on which method provides a better estimate. However, the trip generation report is unclear in the 30,000 s.f, area. Thus, it is not possible to determine the "best" trip generation methodology to use for this project from the ITE Handbook. In cases like these, ITE recommends studying nearby facilities of similar size and usage to determine estimated trip generation. Another possibility to assess the development's traffic impact would involve preparing a trip generation study after the development is occupied to determine the actual number of trips generated. Turn Lane Analysis The impact study includes an analysis regarding whether right and/or left turn lanes are warranted on VT 116 as a result of the development. The study indicated the left Communities working together to meet Chittenden County's transportation needs CCMPO Mountain View Park 7/16/2002 Page 2 of 2 Traffic Impact Study Review turn lane warrant was met for southbound VT 116 in the AM Peak hour. VTrans reviewed the traffic impact study and determined the design hour volume was incorrectly calculated using factors for interstate highways. VTrans indicated that using the correct factors for "General Highway" and the average trip rate the warrant may not be met. However, the warrant would be met using the fitted curve equation accounting for development on lots A and B. Trip Distribution The consultant has assumed the trips entering the development in the AM Peak hour will follow the same directional distribution as VT 116 currently exhibits (67% northbound, 33% southbound). The actual pattern of trips may be different from existing traffic flow. If higher numbers of vehicles access the development from the north, the left turn warrant analysis may be affected. Impact on Future Projects The City of South Burlington has anticipated closing Old Farm Road at the intersection with Hinesburg Road in the future. The Mountain View Park driveway is proposed to be built to South Burlington standards and could possibly be extended through to Community Drive in the future to serve the same travel demand as Old Farm Road currently serves. The City has expressed interest in an I-89 interchange at VT 116. The possible configuration of the interstate ramps could be impacted by the proposed development — both Lot A and Lot B, therefore, the City may wish to consider this in evaluating the development. If any of these possibilities move towards implementation there will need to be a re-evaluation of possible left turn lanes and traffic control devices at the intersection of the Mountain View Park driveway and VT 116. Alternative Modes Analysis The study does not examine issues related to bicycle or pedestrian travel or public transportation, aside from indicating a path adjacent to the access road through the development. While these issues are often not included in traffic impact studies, the CCMPO does encourage new developments to provide the means to access a variety of modes of transportation. This proposed path should connect with other paths in the South Burlington system if possible to provide contiguity. Summary In summary, traffic generated by the Mountain View Park development will have a relatively small impact on the regional transportation system. However, this additional traffic will add to the incremental impacts of all the ongoing development in the area. The cumulative effects of these developments may cause increased traffic congestion if development impacts are not mitigated. The traffic impact fee ordinance enacted by South Burlington addresses this issue, but the impact fee may not anticipate all of the future needs of the transportation system in South Burlington. For this reason, it is important to continuously refine the vision for future transportation opportunities in the City of South Burlington. Thiscompadorward-throwreflectorhasamainbeamof60"+f romverticaI (301rom horizontal),providingwidelateraldistributionandexcel lentun iformities.ABackl ight Shieldaccessory(standardonWaI I M ount)perm i tsp rec i secutoffadj ustabiIity. 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Page21 Accessories....................................................Page37 E5SeriesMountingMuitipliers EBSeriesMountingMultipliers Height Multiplier Height Multiplier 7'(2.1m) 2.04 8'(2.4m) 3.52 8'(2.4m) 1.56 10'(3.0m) 2.25 9'(2.7m) 1.23 12'(3.7m) 1.56 10'(3.0m) 1.00 15'(4.6m) 1.00 12'(3.7m) 0.69 20'(6.1m) 0.56 15'(4.6m) 0.44 25'(7.6m) 0.36 20'(6.1m) 0.25 TheliSeriesphotometricdatainthis sectionwasdevelopedinteslingRuud fixtureswithclear,70WHPS6,4001umen mediumbaselamps.Footcandlereadings forotherwatlagesandlamplypesmaybe obtainedbymultiplyingthechartvaluesby thefollowing: Lamp/Wattages Multiplier 50WMH 0.53 70WMH 0.86 35WHPS 0.35 50WHPS 0.63 100WHPS 1.48 n 2 —•I Z n DEVELOPMENT REVIEW BOARD MEMO July 2, 2002 MEETING The proposed project complies with the stated purpose of the C.O. and Lakeshore Neighborhood Districts "to maintain and improve the quality of natural resources such as soil, air, and water and the natural processes by which they are related, and to insure a safe, healthful, and aesthetically pleasing community" and "to encourage residential use a densities and setbacks that are compatible with the existing character of the lake shore neighborhoods located in the vicinity of Bartlett Bay Road and Holmes Road" -and does not adversely affect: a) the capacity of existing or planned community facilities - no effect expected b) the character of the area affected - no adverse effect is expected c) traffic on roads or highways in the vicinity —the proposed use is not expected to affect traffic. d) bylaws in effect- the proposal is in conformance with the zoning regulations e) utilization of renewable energy resources- there is no utilization of renewable energy resources to be affected. f) general public health and welfare - no adverse effect expected. 7) SITE PLAN PIZZAGALLI PROPERTIES, CONSTRUCTION OF A GENERAL. OFFICE BUILDING, 62 TILLEY DRIVE This project consists of constructing a 30,000 square foot general office use building on a 4.52 acre lot. This property at 62 Tilley Drive lies within the Mixed Industrial Commercial, Traffic Overlay District, and Conservation Open Space District. It is bounded on the north by a residential lot (Tilley Farm.), on the east by agricultural land, on the west by Hinesburg Road, and on the south by I-89. Lot coverage/Setbacks: Building coverage is proposed at 7.6% (maximum allowed is 30%). Overall coverage is 33.4% (maximum allowed is 70%). The front yard coverage is 14.9% (maximum allowed is 30%). It is unclear to staff whether this is for Hinesburg Road or Tilley Drive. Front yard coverage information is needed for the other street not provided. Access/ Circulation: Access to the lot is via a proposed public street (Tilley Drive) off Hinesburg Road. Circulation on site is adequate. Parkin The parking requirement for the 30,000 square foot office building is 120 parking spaces and five (5) accessible spaces. The applicant is proposing 1.43 spaces with eight (8) accessible spaces. A bike rack is provided. C. O. District/Wetland Buffer: The applicant is proposing parking encroachment within the C.O. District/Wetland buffer. The applicant has supplied comments from WM. D Countryman, Environmental Assessment and Planning concerning the wetlands (letter enclosed). Comments from the Natural Resource Committee will be distributed the night of the meeting. 6 DEVELOPMENT REVIEW BOARD MEMO July 2, 2002 MEETING 26.751 Occupancy of the accessory residential unit is restricted to not more than two (2) persons, one of whom is related by blood or marriage to the owner of the primary single-family residence, or is disabled as defined in subdivision 252 (2) of Title 18, or is at least 55 years of age. 26.752 Floor space of the accessory residential unit shall not exceed 30% of the floor space of the existing living area of the primary single family residence or 400 square feet, whichever is greater. The existing primary residence is 1920 square feet. The proposed residential accessory unit is 560 square feet. The proposed accessory unit is 29% of the existing primary residence. 26.753 The primary single-family residence is occupied by the owner. 6) CONDITIONAL USE APPLICATION OF GREAT NORTHERN CONSTRUCTION, INC., 58 BARTLETT BAY ROAD. This project consists of a request for permission to reconstruct a retaining wall. This property at 58 Bartlett Bay Road lies within the C. O. and Lakeshore Neighborhood Districts. The property is bounded on the north and south by residential development, to the east by Lakeview Lane, and to the west by Lake Champlain. C.O. DISTRICT CRITERIA The applicant should be prepared to address Section 3.506 (d) of the South Burlington Zoning Regulations. 1) Erosion control measures and water -oriented improvements such as docks, seawalls, steps and walkways leading down to the lake... may be approved provided the following conditions are met; (a) The improvement involves, to the greatest extent possible, the use of natural materials such as wood and stone. (1) Staff would like to see some other then arsenic based pressure treated wood (b) The improvement will not increase the potential for erosion. (i) No the wall will help prevent additional erosion. (c) The improvement does not have an undue adverse impact on the aesthetic integrity of the lakeshore. (i) The improvement does not have an undue adverse impact. (d) The improvement results in minimal removal of trees, shrubs and groundcover. Additional planting may be required to mitigate removal of vegetation or potential aesthetic impacts. (i) the proposed project does require the removal of any significant trees. CONDITIONAL USE CRITERIA r DEVELOPMENT REVIEW BOARD MEMO July 2, 2002 MEETING The applicant should be prepared to address Section 3.503 (a)-(e) of the South Burlingon Zoning Regulations. The encroachment should not adversely affect: a) Ability to carry of store adequate flood waters; b) water quality by virtue of erosion or run-off, c) The use and enjoyment of adjacent properties; d) Wetland function and values; e) Wildlife and fisheries habitat. Traffic: This property is located in Traffic Overlay District Zone 5. The applicant has submitted a traffic study (see enclosed). This property is allowed to generate 220 vehicle trip ends during the PM peak hour. ITE estimates the proposed project will generate 113 vtes during the PM peak hour. South Burlington Fire Chief: This application should comply with all requests from the South Burlington Fire Department prior to issuance of a zoning permit (see enclosed letter). Landscaping: The minimum landscaping requirement based on construction cost is $30,000. The landscape requirement is met. Dumpsters: The plan shows a single screened dumpster location. Impact fees: The applicant should be aware that road and fire protection impact fees are required with the construction of this building pursuant to the South Burlington Impact Fee Ordinance. South Burlington Engineer: The applicant should comply with all requests from the city engineer prior to issuance of a zoning permit (please review enclosed). South Burlington Arborist: The applicant should comply with all requests from the city arborist prior to issuance of a zoning permit (please review enclosed). 8) FINAL PLAT AMENDMENT OF LIME KILN BOND HOUSING LE%HTED PARTNERSHIP& LIlVIE KILN ALLOCATED HOUSING LEVHTED PARTNERSHIP, 378 AND 380 LIME KILN ROAD This project consists of amending a previously approved planned unit development consisting of 85 residential units in four (4) buildings and 88 units of congregate housing in two (2) buildings. The amendment consists of minor site modifications. This property at 378 & 380 Lime Kiln Road lies within the Residential 4 District. The property is bounded on the east by the Belter Farm, on the north and west by the Winooski River, and on the south by a residence and a commercial structure. The only issue affecting this application is parking, lighting, and coverage. 7 DEVELOPMENT RENEW BOARD MEMO July 2, 2002 MEETING Parking: The parking requirement for Lot 9 4 is 108 spaces. There are 93 parking spaces provided, 8 are handicap accessible spaces. This represents a 15 space or 14% shortfall. The applicant should be prepared to justify this shortfall. The location of bike racks should be noted on the final plat plan.. Coverage: The applicant is proposing 2.9% building coverage (maximum allowed is 20%). Overall coverage is 6% (maximum allowed is 40%). Lighting: Cut sheets for all lighting should be submitted for approval by the Director of Planning and Zoning. 9) SKETCH PLAN APPLICATION OF IRONWOOD REAL ESTATE, LLC, DORSET STREET. This project consists of amending a previously approved plat plan consisting of 295 residential units and an 18-hole golf course. The amendment consists of: 1) a request for four (4) single family units to be converted to four duplexes, 2) a property line boundary adjustment, and 3) "as built" approval for landscaped berms on Dorset Street. This property located on Dorset Street lies within the Southeast Quadrant and C. 0. Districts. It is bounded on the north by a single family residence owned by Paul Heald, on the east and south by 18th tee of the Vermont National Golf Course, and on the west by Dorset Street. Densi : The applicant is proposing density be increased by 4 units for a total of 299 units. Restricted Area: Units 169 A and B, 170 A and B and part of units 171 A and B are located within the restricted area zoning district as shown on the Southeast Quadrant Official Zoning Map. Section 6.602 of the zoning regulations states: "The Development Review Board may allow development activities in addition to those authorized under Section 6.501 to occur in restricted areas or allow residential lots or portions of residential lots to be located in restricted areas provided the Development Review Board determines that such development activities are consistent with the intent and purpose of the Southeast Quadrant." The Board must review proposed development activity in the restricted area according to the criteria under Section 6.606 (a)-(d) of the zoning regulations. C.O. District: The wetland to the east of units 172A and 172B does not show a C. 0. District/wetland buffer of 50'. It appears these proposed units lie within the C. 0. District/wetland buffer area. Pursuant to Section 3.40 of the zoning regulations structures are not allowed within a C. 0. District unless the criteria contained in Section 3.503 (a)-(e) of the zoning regulations are met. The applicant should be prepared to address these criteria. 9 7/2/02 MOTION OF APPROVAL PIZZAGALLI PROPERTIES, 62 TILLEY DRIVE I move the South Burlington Development Review Board approve site plan application #SP- 02-32 of Pizzagalli Properties, LLC to construct a 30,000 square foot general office building on 4.52 acres, as depicted on a sixteen page (16) site plan, first page entitled "Mountain View Business Park Proposed Site Development South Burlington, Vermont", as prepared by Donald L. Hamelin Consulting Engineers, Inc., dated March 2002, last revised on 5/6/02, with the following stipulations: 1) All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2) The plan shall be revised to show the changes listed below and shall require approval of the Director of Planning & Zoning (hereinafter Director). Three (3) copies of the approved revised olan shall be submitted to the Director prior to permit issuance. a. The site plan shall be revised to clearly show front yard coverage information for both Hinesburg Road and Tilley Drive which shall not exceed 30%. b. The site plan shall be revised to show no C. O. District/wetland buffer encroachment. 3) The applicant shall comply with all requests from the South Burlington City Arborist, Fire Chief, and City Engineer, prior to issuance of a zoning permit. 4) For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Development Review Board estimates that the general office will generate 113 vehicle trip ends during the P. M. peak hour. 5) All exterior lighting shall consist of downcasting shielded fixtures. Any change to approved lights shall require approval of the Director of Planning and Zoning prior to installation. 6) Prior to issuance of a zoning permit, the applicant shall post a $30,000 landscape bond. The bond shall remain in effect for three (3) years to assure the landscaping takes root and has a good chance of surviving. 7) The applicant shall obtain a zoning permit within six (6) months pursuant to Section 27.302 of the zoning regulations or this approval is null and void. 8) The applicant shall obtain a Certificate of Occupancy/Compliance from the Administrative Officer prior to the use of the building. 9) Any change to the site plan shall require approval by the South Burlington Development Review Board. 7/1/02 RECOMMNEDATIONS FOR APPROVAL PIZZAGALLI PROPERTIES, 62 TILLEY DRIVE The Natural Resources Committee recommends approval of site plan application #SP-02-32 to construct a 30,000 square foot general office building on a 4.52 acre lot, with the following stipulations: 1) All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2) The applicant shall revise the site plan to show the removal of parking spaces (approx. 18 spaces), driveway, and aisle, which encroach or require encroachment for access, into the C.O. District, also encouraging the use of public transportation by tenants of the office building. 3) Any change to the site plan which shows encroachment into a C.O. District shall require review by the South Burlington Natural Resources Committee. City Engineers Comments for meeting of July 2, 2002 Mountain View Business park Hinesburg Road I. place 8 inch stub and cap in M.H. No. 3 pointing north for future extension. 2. Controller for sewage pumping station shall be placed close to the wet well. MEMORANDUM TO: Natural Resource Committee FROM: Stephanie A. Smith Associate Planner RE: July 1, 2002 Agenda Items DATE: June 27, 2002 WHERE: In the hall outside my office. 1) APPROVAL, OF MINUTES :_Approval of Minutes from January 8, 2002 and June 18, 2002. PROJECTS FOR REVIEW 2) Site plan application #SP-20-32 of Pizza ally i Properties to construct a 30,000 square foot for general office use, 62 Tilley Drive. This project consists of constructing a 30,000 square foot general office use building on undeveloped land. This property at 62 Tilley Drive lies within the Mixed Industrial Commercial District, Traffic Overlay District, and Conservation Open Space District. It is bounded on the north by a residential lot (Tilley Farm), on the east by agricultural land, on the west by Hinesburg Road, and on the south by I-89. Parking: The parking requirement for the 30,000 square foot office building is 120 parking spaces and five (5) accessible spaces. The applicant is proposing 143 spaces with eight (8) accessible spaces. *C. O. District/Wetland Buffer: The applicant is proposing parking within the C.O. District/Wetland buffer. (An assessment by Errol Briggs is enclosed). The applicant should be prepared to address Section 3.401 of the South Burlington Zoning Regulations. a) No building of any kind, including any structure of construction such as parking lots... shall be permitted within this district. Section 3.50 states the encroachment of a nonconforming use of activity into a CO District is permitted under certain circumstances subject to approval by the Development Review Board Section 3.503 Encroachment in a CO District which is located along a drainage way or which encompasses a wetland and associated buffer area will not significantly affect adversely the attributes provided in (a)-(e) below. Appropriate mitigation may be required to assure that the following attributes will not be affected adversely: a) Ability to carry of store adequate flood waters; b) water quality by virtue of erosion or run-off, c) The use and enjoyment of adjacent properties; d) Wetland function and values; e) Wildlife and fisheries habitat. 3) Site plan application 4SP-02-28 of John P. Larkin to construct a 113 unit congregate care facility in one building, Harbor View Road. This project is to construct a 113 unit congregate care facility on undeveloped land. This project located on Harbor View Road lies within the Commercial 1 and Bartlett Brook Overlay Districts. It is bounded on the east by condominium developments (Harbor Heights and Bay Court) and the Residential 4 Zoning District, on the south by Harbor View Road, and on the west by commercial hotel development. Parking: The parking requirement is 34 parking spaces. The plan shows 131 parking spaces 92 exterior spaces and 39 underground, including four (4) accessible spaces and 2 accessible van spaces. A bike rack is shown on the site plan. *C. O. District/Wetland Buffer: The applicant is proposing parking within the C.O. District/Wetland buffer. The applicant should be prepared to address Section 3.401 of the South Burlington Zoning Regulations. b) No building of any kind, including any structure of construction such as parking lots... shall be permitted within this district. Section 3.50 states the encroachment of a nonconforming use or activity into a CO District is permitted under certain circumstances subject to approval by the Development Review Board Section 3.503 Encroachment in a CO District which is located along. a drainage way or which encompasses a wetland and associated buffer area will not significantly affect adversely the attributes provided in (a)-(e) below. Appropriate mitigation may be required to assure that the following attributes will not be affected adversely: a) Ability to carry of store adequate flood waters; b) water quality by virtue of erosion or run-off, c) The use and enjoyment of adjacent properties; d) Wetland function and values; e) Wildlife and fisheries habitat. State of Vermont / Agency of Transportation National Life Building T� r Drawer 33 �,. Montpelier, VT 05633-5001 VTfans working to bet you There s June 12, 2002 Jeffrey P. Kershner, P.E. Hamlin Consulting Engineers, Inc. 136 Pearl Street Essex Junction, VT 05452 SUBJECT: South Burlington, VT 116 Mountain View Business Park Dear Mr. Kershner, We have completed our review of your May 13, 2002 traffic study regarding the subject project. We agree with your overall conclusion that there will be minimal effect on Route 116 due to project generated traffic, and we agree that no left or right turn -lane additions should be required as part of the project. We have the following comments, some of which have a minor impact on your study results, but none of which appear to affect your overall conclusions: 1) It appears that you used VTrans' "Continuous Traffic Counter Grouping Study and Regression Analysis Based on 2000 Traffic Data" in order to calculate your 2002 and 2007 background traffic volumes. The new version of this publication, based on 2001 traffic data became available in February 2002, and therefore should have been used in your calculations. We have noted however that although the final submittal is dated May 13`r', your background volume calculations were performed in January, before our new publication became available. 2) When using the "DHV Determination Based on AADT and Highway Class" chart from the previously referenced publication, it appears that you obtained your DHV values from the "Interstate" column. These values should have been taken from the "General" column. "General" in this chart, applies to both urban and rural primary and secondary highways. 3) Your study made no reference to any possible "Other Permitted Developments" in the surrounding highway network that would increase the background volumes used in your analyses. We investigated this issue in conjunction with our review, and found no development that we felt would significantly impact the results of your analyses. However your study should have mentioned Other Permitted Development, if only to confirm that the issue had been considered. 4) We noted that you used average rates rather than fitted curve equations when performing www.aot.state.vt.us Telecommunications Relay Service 1-800-253-0191 Vermont is an Equal Opportunity Employer trip generation calculations. This decision appears to be acceptable, however we also noted that using fitted curve equations would have produced a significantly higher number of trip ends than using average rates. In this case, due to the very good volume to capacity ratios indicated in the level -of -service analyses, the higher trip generation figures wouldn't significantly impact the capacity results. 5) When performing capacity analyses with the HCS 2000 software, you used a 0.25 hour study period. As in this case, when performing capacity analyses with design hour volumes, a 1.0 hour study period should be used. If you have any questions, please call Colin at (802) 828-3970. Sincerely, Am L. Gamble, PE Traffic Research Engineer Cam; c 1JuA By: Colin C. Philbrook Traffic Data Analysis Technician cc: Pete Daye, VTrans, Utilities Mike Pologruto, VTrans, Technical Support Please Reply to: P.O. Box 9 Essex Junction Vermont 05453 May 13, 2002 CDONALD L. HAMLIN ONSULTING ENGINEERS, INC. ENGINEERS AND LAND SURVEYORS Ms. Amy Gamble, P.E. Vermont Agency of Transportation National Life Building, Drawer 33 Montpelier, Vermont 05633 136 Pearl Street Essex Junction, Vermont 05452 Re: Mountain View Business Park VT Route 116, South Burlington, Vermont Dear Ms. Gamble: Tel. (802) 878-3956 (802)878-5123 Fax (802) 878-2679 We are currently working on the above referenced project for Pizzagalli Properties, LLC to construct a new 30,000 square foot office building and related site features on Lot A of a recently approved two lot subdivision located adjacent to VT Route H 6 and Interstate 89 in South Burlington. Based on our analysis, we feel that the project generated trips can be absorbed into the adjacent roadway network without having an adverse impact or causing unreasonable congestion or unsafe conditions in this area. Although our analysis did show that a left turn lane is warranted along Route 116 during the morning, we feel that the intersection and roadway network will function adequately without the installation of a dedicated left turn lane. We have enclosed a copy of the traffic analysis evaluating the impact of the proposed project on the adjacent roadway network, for your review and comment. We would appreciate a letter from your office regarding our conclusions, specifically the need for a dedicated left turn lane along Route 116. Please feel free to call with any questions or if you would like to discuss these matters further. JRe pectfully, � )�V� Jef . Kshner, P.E. ect Engineer Enc C: Robert Bouchard, Pizzagalli Properties, LLC WATER SUPPLY AND DISTRIBUTION SUBDIVISIONS TRAFFIC STUDIES WASTE WATER COLLECTION AND TREATMENT SKI LIFTS 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" Mountain View Business P Traffic Analysis Revised 05/13/02 Page 1 Introduction The currently proposed project for Pizzagalli Properties, LLC involves the construction a new 30,000 square foot office building and related site features on Lot A of a recently approved two lot subdivision located adjacent to VT Route 116 and Interstate 89 in South Burlington. Access to the site will be via an existing 60' right-of-way along the northern property line of the site, approximately 130 feet north of the existing guardrail for the bridge along Route 116 over Interstate 89. An access road will be constructed to City of South Burlington standards within the 60' right-of-way, which is anticipated to be eventually turned over to the City. At this time, there is no proposed building on Lot B, the second lot of this subdivision. However, for the purposes of this analysis, we have assumed, based on input from our client, a 24,000 square foot office building might be located on Lot B. Trip Generation Using the latest edition of ITE's Trip Generation manual, we have estimated the trip generation characteristics for the project site. Table 1 below presents a summary of the estimated trip generation characteristics. Table 1 AM Peak PM Peak Lot A (30,000 s.f. office building) 47 vph 45 vph Lot B (24,000 s.f. office building) 38 vph 36 vph Lot A & B combined 85 vph 81 vph 'rip Assignment The trips generated by this facility were distributed onto the adjacent roadway based on data obtained from the Vermont Agency of Transportation (VTrans), at count station D124 located along VT Route 116 in the year 2000. During the morning, the distribution is 67% northbound and 33% southbound. In the evening, the distribution is 47% northbound and 53% southbound. Route 116 Traffic Using the VTrans Route Logs, in conjunction with appropriate growth factors obtained from the VTrans "Grouping Study and Regression Analysis", we determined the Annual Average Daily Traffic (AADT) along this section of Route 116 to be 8,160 vehicles per day in year 2002 and 8,486 vehicles per day in year 2007. Based on these AADT values, the corresponding Design Hour Volumes (DHV) are 1,164 and 1,204 vehicles per hour for year 2002 and 2007 respectively. Traffic Impact A general guideline used by the VTrans when assessing the impact of a project on the adjacent roadway network is that the impact is considered negligible when the project adds less than 75 trips per hour to the network. From Table 1 presented above, the estimated trip generation for Lot A is less than the 75 trips per hour threshold. However, when the estimated total trip generation for Lot A and Lot B are combined, the 75 trips per hour threshold is exceeded. Accordingly, an unsignalized capacity analysis was performed at the Route 116/Project Access Drive intersection in accordance with the 2000 edition of the Highway Capacity Manual. Table 2 below summarizes the results of the capacity analysis for the AM and PM design hours. Mountain View Business P ) I Traffic Analysis Revised 05/13/02 Page 2 Table 2 Level of Service (Delay) Lot A Lot A & B 2007 AM 2007 PM 2007 AM 2007 PM Route 116 SB Left into Site A (9.5) A (8.5) A (9.7) A (8.6) Project Access Drive Left/Right onto Rt. 116 C (21.1) C (18.2) C (22.1) C (20.0) Level of Service is a measure of the operational conditions within a traffic stream and the perception by motorists and passengers. There are six levels of service, characterized by letter designations A through F; A being the best and F being the worst. For unsignalized intersections, the measure of effectiveness used to define each level of service designation is average control delay, measured in seconds per vehicle. Average control delay is defined as the total delay attributed to traffic control measures, such as stop signs, and includes initial deceleration delay, queue move -up time, stopped delay, and final acceleration delay. Below is a summary of the level of service criteria for unsignalized intersections. Unsignalized Intersections Level Of Service Delay Range A s10 B >10 and s15 >15 and c25 D E _ >25 and 535 >35 and s50 F >50 ------ In addition to average control delay, other measures of effectiveness, such as volume/capacity ratios and queue lengths, should be considered in evaluating the performance of unsignalized intersections. There are situations where low volumes on the side street could experience long delays, while the queue length is only one vehicle. In consideration of the above, the analysis included an evaluation of the volume/capacity (v/c) ratio and estimated queue lengths. For the year 2007, the highest v/c ratio was 0.22 and the highest estimated queue length was less than one vehicle for both the morning and evening time periods. Safety Analysis The current posted speed limit along VT Route 116 in the vicinity of the project drive is 35 mph. The roadway surface and striping along this segment of Route 116 are in good condition. There are two 12' wide travel lanes with 6' wide (at a minimum) paved shoulders in front of the project site. The project drive will be paved 32 feet wide with 50 foot turning radii at its intersection with Route 116. The recommended minimum intersection sight distance for 35 mph is 390 feet, in accordance with the 2001 edition of the AASHTO "Green Book". The available intersection sight distance at the project drive is approximately 700 feet to the north (towards Old Farm Road) and approximately 615 feet to the south (towards the interstate). Mountain View Business f k ► Traffic Analysis Revised 05-M 3/02 Page 3 During the local review process, a concern was raised regarding the need for left and/or right turn lanes along Route 116 in the vicinity of the proposed project access road. Accordingly, we performed appropriate lane warrant analyses to evaluate the need for turning lanes. Based on our analysis, a right turn lane is not warranted for the Lot A or for the Lot A & B combined development scenarios in the morning or evening time periods. For both development scenarios, a left turn lane is warranted during the morning time period only. As the warrants for a left turn lane were met, we further evaluated the impact(s) of installing a left turn lane along Route 116. Due to the proximity of the existing guardrail and bridge over the interstate, typical design standards for the installation of a left turn lane cannot be accommodated (tapers lengths, etc.). The capacity analysis indicated estimated vehicle queue lengths of less than one vehicle for both the morning and evening time periods. In addition, the existing pavement and shoulder widths provide for sufficient space for through vehicles to by-pass left turning vehicles on the right; thereby creating a "de -facto left turn lane". Conclusions The results of the level of service analysis show that there is minimal effect on Route 116 due to the project generated traffic for both development scenarios. Vehicles turning left from Route 116 into the site experience minimal average control delays (see Table 2) with vehicle queue lengths of less than 1 vehicle; while vehicles traveling along Route 116 experience virtually no delay at this intersection. The project access drive experiences a level of service "C", with vehicle delays ranging from 18.2 to 22.1 seconds per vehicle. In addition, the drive operates well -under capacity (i.e. v/c less than 1.0) with estimated queue lengths of less than 1 vehicle. In addition, as described above, these vehicles have a minimal effect on the Route 116 traffic in this vicinity. Although a left turn lane is warranted during the morning time period, considering the roadway geometry in this area and the proximity to the bridge guardrail, we feel it is safer to not install a dedicated left turn lane at this location. The existing conditions will create a "de -facto left turn lane" that will force vehicles to reduce their speed while allowing them to by-pass the left turning vehicles on the right. Based on the analysis of the operational aspects of this intersection, the trips generated by the project site can be absorbed into the adjacent roadway network without having an adverse impact on Route 116 or causing unreasonable congestion or unsafe conditions in this area. No Text DONALD L. HAMLI CONSULTING ENGINEEi 'INC. 136 Pearl St., Box 9 ESSEX JUNCTION, VT 05453 (802) 878-3956 Fax (802) 878.2679 �'rY1 fYJT�i JOB O —v9O T ,- Tl— \( Fw ),i, . SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE 3 � JGti / D kY 0t4 i(,s, General Office Builr' I g (710) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday Number of Studies: 78 Average 1000 Sq. Feet GFA: 199 Directional Distribution: 50% entering, 50% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 11.01 3.58 - 28.80 6.13 Data Plot and Equation N C C w a d v L d m 0) cc d Q M 15,00 14.00 13, DDI 12.00( 11,00( 10,000 9,0DC 8,000 7,DD0 6,000 5,000 4,000 3,000 2,000 1,000 0 I................... ic.....:.....:... :......................... ...... ........ .....:......................... ........... --- - .... .... ,.......... .................... ... ..- ... .... ...X ..... ..... ................. . . . . . . ... X. ... . .... .... .... ... •--.x.... '.�.X.X ....... .... .... .... ' j( . . X.. ....... X. ... .......................................... XX XX ..................... X. X X �x ,. x..... .........:.....:..... ................................. .....:.....:.....:. XX u 1uu 200 300 X Actual Data Points 400 500 600 700 800 X = 1000 Sq. Feet Gross Floor Area Fitted Curve Fitted Curve Equation: Ln(T) = 0.768 Ln(X) + 3.654 Trip Generation, 6th Edition 900 1000 1100 12DO 1300 Average Rate R2 = 0.80 1052 Institute of Transportation Engineers ieral Office Building (710) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, A.M. Peak Hour Number of Studies: 216 Average 1000 Sq. Feet G FA: 223 Directional Distribution: 88% entering, 12% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 1.56 0.60 - 5.98 1.40 Data Plot and Equation 4,000 3.000 C LU WI C) 2,000 1= 1,000 0 . ................................................... ............................ . ................................. ................ ........................... X 'IX X Sc X .1 .... ............ ...... X X X X X X X X X X X X 0 X Actual Data Points low 2000 X = 1000 Sq. Feet Gross Floor Area - Fitted Curve Fitted Curve Equation: Ln(T) = 0.797 Ln(X) + 1.558 ------ Average Rate R' = 0.83 3000 Trip Generation, 6th Edition 1053 Institute of Transportation Engineers �ieral Office Building (710) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, P.M. Peak Hour Number of Studies: 234 Average 1000 Sq. Feet GFA: 216 Directional Distribution: 17% entering, 83% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Averaoe Rate Ranoe of Rates Standard Deviation 1.49 0.49 - 6.39 1.37 Data Plot and Equation -I 1= Z 4.00C) 3,000 1, DOO n X . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X X "I )�X X . ........... X...X. ;X ....... .......................... ....... .................. XX X )51 X X x X X X X X X 1 DDD 2DD0 3DD0 X = 1 ODO Sq. Feet Gross Floor Area X Actual Data Points - Fitted Curve ------ Average Rate Fitted Curve Equation: T = 1.121(X) + 79.295 R2 = 0.82 Trip Generation, 61h Edition 1054 Institute of Transportation Engineers DONALD L. HAML' CONSULTING ENGINEEf._, INC. 136 Pearl St., Box 9 ESSEX JUNCTION, VT 05453 (802) 878-3956 Fax (802) 878-2679 C,e,ve `002 -?.00? 0117 = 1. e7 3 20 2- RADT- = 61(,0 Cho K 1. D 2 ) JOB 0('LSO SHEET NO. OF CALCULATED BY / DATE _ _I.;"// 71O Z CHECKED BY DATE SCALE L�N� w,��a-►.�,s d. 7-0� UST 745) F*br = s rbo Z�.7 TDH V - . 12o i /�kDT P., d-4a �tv aye. /fWt :Pe'k = 8S ti (67 °l ✓�o� lzu r 3 3%. Sav , o � I.tVPnA02 Q FIK bHV D HV uc c� DONALD L. HAML1' • JOB CONSULTING ENGINEEK )INC. SHEET NO OF 136 Pearl St., Box 9 ESSEX JUNCTION, VT 05453 CALCULATED BY _ DATE 1 �7,%y (802) 878-3956 CHECKED BY Fax (802) 878.2679 DATE SCALE i. T, •I � �r'P Gam,,,:-.���,, Fv�+ Qvt (;oazv V �C*. c-I.A'c,,, til Z� A53YI / D.67kI� O'�3 k6� l o{ A - Ly O• 5"3 h $ �< �7 2o � P►M DONALD L. HAML" J013 CONSULTING ENGINEER "INC. SHEET NO 3 of 136 Pearl St., Box 9 ESSEX JUNCTION, VT 05453 CALCULATEDeY DATE aAJ7 7 (802) 878-3956 Fax (802) 878-2679 CHECKED BY y'/IL DATE SCALE �9�T A'j OpGCiiC✓^-eC� rt Ot^� OeVP/p��.. � 1 r i 10 ` t Z 1-7 Zo r I, IMvpn, i devP.rJerJ b `T (i'i Cc ; so 73-- 7 %. u HCS2000: unsignalized Intersections Release 4.1b TWO-WAY STOP CONTROL SUMMARY Analyst: JPK Agency/Co.: Hamlin Engineers Date Performed: 5/9/02 Analysis Time Period: AM Peak Intersection: Route 116/Tilley Drive Jurisdiction: Units: U. S. Customary Analysis Year: 2007 Project ID: Mountain View Business Park - Lot A East/West Street: Tilley Drive North/South Street: Route 116 Intersection Orientation: NS Study period (hrs) 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 14 5 6 L T R L T R Volume 807 28 13 397 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 807 28 13 397 Percent Heavy Vehicles -- -- 0 Median Type Undivided RT Channelized? Lanes 1 0 0 1 Configuration TR LT Upstream Signal? No No Minor Street: Approach Movement 7 L Westbound 8 T 9 R Eastbound 10 11 12 L T R Volume 4 2 Peak Hour Factor, PHF 1.00 1.00 Hourly Flow Rate, HFR 4 2 Percent Heavy Vehicles 0 0 Percent Grade ($) 0 0 Median Storage Flared Approach: Exists? No Storage RT Channelized? Lanes 0 0 Configuration LR Approach Movement Lane Config Delay, Queue Length, and Level of Service NB SE Westbound Eastbound 1 4 7 8 9 10 11 12 LT LR v (vph) 13 6 C (m) (vph) 807 229 v/c 0.02 0.03 95% queue length 0.05 0.08 Control Delay 9.5 21.1 LOS A C Approach Delay 21.1 Approach LOS C HCS2000: Onsignalized Intersections Release 4.1b TWO-WAY STOP CONTROL SUMMARY Analyst: JPK Agency/Co.: Hamlin Engineers Date Performed: 5/9/02 Analysis Time Period: PM Peak Intersection: Route 116/Tilley Drive Jurisdiction: Units: U. S. Customary Analysis Year: 2007 Project ID: Mountain View Business Park - Lot A East/West Street: Tilley Drive North/South Street: Route 116 Intersection Orientation: NS Study period (hrs) 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 555 4 4 625 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 555 4 4 625 Percent Heavy Vehicles -- -- 0 Median Type Undivided RT Channelized? Lanes 1 0 0 1 Configuration TR LT Upstream Signal? No No Minor Street: Approach Movement 7 L Westbound 8 T 9 R Eastbound 10 11 12 L T R Volume 17 20 Peak Hour Factor, PHF 1.00 1.00 Hourly Flow Rate, HFR 17 20 Percent Heavy Vehicles 0 0 Percent Grade (%) 0 0 Median Storage Flared Approach: Exists? No Storage RT Channelized? Lanes 0 0 Configuration LR Approach Movement Lane Config v (vph) C (m) (vph) v/c 95% queue length Control Delay LOS Approach Delay Approach LOS Delay, Queue Length, and Level of Service NB SE Westbound Eastbound 1 4 I 7 8 9 I 10 11 LT LR 4 37 1022 310 0.00 0.12 0.01 0.40 8.5 18.2 A C 18.2 C 12 HCS2000: Unsignalized Intersections Release 4.1b TWO-WAY STOP CONTROL SUMMARY Analyst: JPK Agency/Co.: Hamlin Engineers Date Performed: 5/9/02 Analysis Time Period: AM Peak Intersection: Route 116/Tilley Drive Jurisdiction: Units: U. S. Customary Analysis Year: 2007 Project ID: Mountain View Business Park - Lot A & B combined East/West Street: Tilley Drive North/South Street: Route 116 Intersection Orientation: NS Study period (hrs) 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 807 50 24 397 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 807 50 24 397 Percent Heavy Vehicles -- -- 0 -- -- Median Type Undivided RT Channelized? Lanes 1 0 0 1 Configuration TR LT Upstream Signal? No No Minor Street: Approach Movement 7 L Westbound 8 T 9 R Eastbound 10 11 12 L T R Volume 7 4 Peak Hour Factor, PHF 1.00 1.00 Hourly Flow Rate, HFR 7 4 Percent Heavy Vehicles 0 0 Percent Grade 0 0 Median Storage Flared Approach: Exists? No Storage RT Channelized? Lanes 0 0 Configuration LR Approach Movement Lane Config Delay, Queue Length, and Level of Service NB SB westbound Eastbound 1 4 17 8 9 ( 10 11 LT LR v (vph) 24 11 C(m) (vph) 792 221 v/c 0.03 0.05 95% queue length 0.09 0.16 Control Delay 9.7 22.1 LOS A C Approach Delay 22.1 Approach LOS C 12 HCS2000: Unsignalized Intersections Release 4.1b TWO-WAY STOP CONTROL SUMMARY Analyst: JPK Agency/Co.: Hamlin Engineers Date Performed: 5/9/02 Analysis Time Period: PM Peak Intersection: Route 116/Tilley Drive Jurisdiction: Units: U. S. Customary Analysis Year: 2007 Project ID: Mountain View Business Park - Lot A & B combined East/West Street: Tilley Drive North/South Street: Route 116 Intersection Orientation: NS Study period (hrs): Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 4 5 6 L T R I L T R Volume 555 7 7 625 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 555 7 7 625 Percent Heavy Vehicles -- -- 0 -- - Median Type Undivided RT Channelized? Lanes 1 0 Configuration TR Upstream Signal? No Minor Street: Approach Westbound Movement 7 8 L T Volume 31 Peak Hour Factor, PHF 1.00 Hourly Flow Rate, HFR 31 Percent Heavy Vehicles 0 Percent Grade 0 Median Storage Flared Approach: Exists? No Storage RT Channelized? Lanes 0 Configuration LR Approach Movement Lane Config v (vph) C (m) (vph) v/c 95% queue length Control Delay LOS Approach Delay Approach LOS 0 1 LT No 0.25 Eastbound 9 10 11 12 R L T R 36 1.00 36 0 n Delay, Queue Length, and Level of Service NB SB Westbound Eastbound 1 4 I 7 8 9 I 10 11 LT LR 7 67 1019 307 0.01 0.22 0.02 0.82 8.6 20.0 A C 20.0 C 12 2000 1800 1600 1400 1200 0 1000 V c 800 Q 600 400 200 0 Warrants for Right Turn Lanes at Unsignalized Intersections (2 Lane Highways) WARRANT SATISFIED ABOVE/RIGHT OF LINE M 30 mph 40 mph 50 mph 60 mph 0 5 10 15 20 25 30 35 40 45 50 Right turns in Advancing Volume AM Va: ',�67 /K= 6 n _-q do �Y� LT cN �Y f V ti i F�--'D DO] 700 L 600 a E 500 0 c 400 N O rz 0 300 O rr Wiz a Warrants for Left Turn Lanes at Unsicinalized Intersections X - WarTant S=75' S=100' =125' V✓k i�F. t;T W � T V" : 0 Vc' �35 0 100 200 300 400 500 600 700 800 900 1000 1100 1200 Va, Advancing Volume (vph) V=40 mph, L=: AM V=40 mph, L=1 % y - >eA OT Warrants for Left T*�n Lanes at Unsignalized Intersections 800 Warrant S=75' 700 S=100' S=125' t 600 a E 500 0 c 400 O ', ;✓ dr3T Yr,�T a a O300 0 200 100 0 0 100 200 300 400 500 600 700 800 900 1000 1100 1200 Va, Advancing Volume (vph) V=40 mph. L=6% — /�tA Warrants for Left Turn Lanes at Unsignalized Intersections 800 700 s 600 a E 500 0 m 400 c 0 a Oa 300 C 200 100 0 Wa t 5=75' S=100' S=125' O 0 100 200 300 400 500 600 700 800 900 1000 1100 1200 Va, Advancing Volume (vph) V=40 mph, L=1% P► , 01/18/02 WED 14:16 FAX 8028262334 Tech.Sercices O1c.Div. ;,�; ;s,��;.0 001 CW.N,e SO BJRL:NG-OK VCRY.,;)rl- XCG-NCY OF T7xNSPOB7ATT0N .. k 01.7-, : v- 116 ' `r-GNICli: OLRv;CLS ' S;ct Code.: OOCCCD)CCCOD OPEkA7LR: TREL :.RDL?-PJ.FF;C i2EbLAAC1: 95C:Oh Start- Date: b5/23/.!000 FROM F1Io-,I.J.+:D12a - -ime -L'ev C5/23 �;Cd. NB SB T.3 S3 NB 05/24 S5 :^r:r- NP 05/25 SD Fz1, \-3 D5/26 SB Sat. 1.•B 05/27 SB Sun. NB 05/28 WetkI_ AYq. ----2:-Do .-im--------•----------------------15 26 - :2 23 :3 25 as 51 26 .SS 17 33 .1 DO � ---_-----15- ---- 6----}J-----11---- i8-----�1_ • 29 --------------- 9 21 22 .2 CO 3 7 5 e 2 :7 1 n 23 9 16 6 14 C3:cc 5 6 )0 :4 '1 :0 7 6 6 I 7 9 C400 - • •t5 ii 2E 10 32 11 7 5 8 6 20 9 :111 CO '_C: 29 i:5 34 50 22 33 17 20 16 73 24 C6:00 2;4 i05 2-6 :C4 264 298 63 61 77 40 189 :42 56; 256 100 63 233 52 391 191 J8:Cc - 356 :95 3%5 :91 372 221 220 176 111 54 295 16e C9:DO 251 :87 ;5: i73 272 172 289 :78 169 75 249 158 1C:C0 l31 17C :53 155 239 165 276 2C5 :85 li4 225 172 1.CC ;31 :76 7;C :7? 257 238 277 260 211 243 2C2 _2.00 2i: :39 26h 255 277 :65 252 2:C 221 217 255 21b CC 223 223 2C6 262 2:9 203 255 258 252 211 240 206 231 222 22:00 24; 3C'6 2:S 223 :32 315 270 356 2_9 240 200 250 243 299 ,^.3.CD ' c<'3 331 376 326 :_• 342 401 347 221 243 225 244 334 3CG C;:CC 3-6 4cd 356 403 343 365 362 406 262 162 2C0 2/0 326 329 --:C'0 4C3 4AF 3'4 433 356 459 356 447 232 210 735 222 328 373 35 CC' 312 302 279 317 35: /e5 275 292 215 i81 18D :66 260 257 C7:CC :66 :90 i7� 2%4 i65 247 2CC 243 .60 167 112 :42 170 226 t:8:00 i3c 177 :20 2il 1C4 22J :63 -87 .45 130 1:'7 132 176 09 CD 45 : 3 5 :D4 1S) E7 149 :1+ 156 76 :42 82 106 89 14a :0:CC 59 12b 57 :29 4 .-4 73 ;03 64 117 58 E0 S9 114 11:00 • * 65 F,2 69 62 77 52 69 95 52 91 50 ES 611 73 -o:aie 0 c 2464 2824 :79 4422 if99 4311 4951 4501 35C1 1302 2895 2681 4215 3924 D 52tl8 92:7 90:0 9552 6503 5576 Al F"?. Day .Cl .01 50 41 71.94 113.71 112.61 111.41 109.6i 117.4% :;7.21 83.0% 84.1% 65.61 68.31 ):: Pecks 07:00 C7 00 077C0 C7:00 07:00 C7:00 09:00 1I:00 11e00 11:00 07:00 11 00 =lr,e >+"+ 271 55% 295 582 256 269 260 211 157 331 202 PM Peke 03•CD 05:CC D4.CC 05 :,0 05:OC CS:CC 03:00 05:00 04:00 12:00 01:00 02:00 C3:00 05:00 \•D1'.lmC 123 465 396 433 396 159 403 447 262 244 230 250 334 373 J efCey F. Kerfhqer }' Zlmj.n F-Aj;AeC F f 7Ovv: SO s 'E 1 �C : ✓swrrr, A 7ury Or kOVTL: .l 216 TEONICAL SERVICES Bite Code : COODOO(C0000 CPl:"T—,R� FRED CkO T ) Tom,—F:C RLSEFRCH SECT]ON Start Date: 05/23/:000 Flom. C..1.AA (.;^,1INT Vilc I.D. D:24 Pace 2 Beg:n Mon. C5/29 7,jee. 05/i0 ;�cd- OS/31 :7:u_. 0E/01 Fri. 06/02 Set. 06/03 Sun. 06/04 week Avg. -t":me NB SR Sig `iE Ail Va St N-B SD A'B aB NB ,r,B Na EB 12 00 em 21 ?2 30 20 11 9 15 30 :6 21 23 50 23 41 :7 31 15 - ZI - _ - - 5 - - - -1-5- - - - -4 _'0- - - - - 3 ----------- 14 2 12 16 33 :2 :3 8 20 CO 4 17 3 9 i 71 t n J 14 -7- - - -2-5- - - - - 8- - - -18- - - - - 5 �3.CU 9 .2 7 2 9 4 e 4 10 4 8 11 D 6 8 6 C4.00 11 5 20 6 11 1-2 3c :1 27 9 :5 2 13 3 21 7 C5 00 30 12 1C3 29 113 26 117 32 101 23 35 13 25 .6 75 22 L"6:00 64 55 25C 213 303 2C9 299 2C7 280 226 101 78 57 '5 198 147 C7.CD 110 82 $67 275 5_b 265 5%: .16 568 261 175 105 80 (,2 j76 i97 G8.00 131 82 399 230 379 193 396 206 414 1E6 220 14C 124 "9 292 161 C?:CC 170 :30 25S :r: 2 :59 229 154 251 163 179 1(1 227 149 :O:Cn 200 .72 i98 153 2CC :44 166 ;93 200 i75 3:8 230 210 161 2:6 174 11:Dn 203 1%8 227 253 ::l iC9 244 164 239 222 319 250 233 2r.4 24: 194 0 P- 152 2:1 246 «.. 27D 26'1 2E4 265 252 243 25q 3C9 243 215 246 249 0.:::C 218 ?D 2:4 2C4 :25 240 219 Z43 :24 274 236 262 254 210 227 233 C2!Clc 2i8 :c0 254 Diu 217 299 243 294 245 3C8 270 29G 210 2'3 240 2b4 CJ 0U 2:1 ic3 .94 15G D56 32C 397 136 435 .45 261 2:8 252 2:'2 335 297 �4 CO 259 217 36S 361 3E5 394 4:: 425 367 398 303 239 2:6 141 3;19 321 J5 00 ;97 ;9S :10 42� &Z3 439 4-6 453 392 422 275 245 19b 2:4 340 342 vo G0 177 :43 242 256 2b4 3D3 3:4 294 316 S07 26D 209 157 :E2 251 242 C7.00 Ilse 184 163 252 146 242 184 265 249 257 174 /S1 141 156 175 2115 :6.00 :40 125 147 200 :53 2C3 /to 272 :e4 256 240 150 100 1.09 246 188 bS:Ou 86 ,DO 65 :48 73 162 9D 140 lit its 94 194 57 12 65 :43 47 86 56 1 " 3 61- ;06 61 .22 70 162 84 125 40 100 60 12e 1: DC 2S 41 64 62 70 62 69 G9 61 ]04 so e5 35 36 $8 G6 lot�;s 29:6 2758 4715 4232 4739 4272 4974 4547 5026 4572 3897 3639 2902 2717 4:66 3821 56'14 8947 9cic 5571 9558 7536 5619 79R7 Avg. Day- 70.0% 72'. a 113.:1 110.71 113.7E :11.74 119.4\ 119.0% 120.61 1:9.6% 93.5E 95.2E 69.61 AM Ycakt :2:00 1.1:00, D7700 07:00 C7:00 C7r00 07:'10 077CO 07:00 07:00 11:00 11:00 11:00 /1:00 07:00 D7:00 Loivmc 20 171 557 275 556 Z85 B77 316 S68 261 319 250 233 204 37G :97 Pr Peaxe 04:00 03-OD CS:CIO 05:CO V5:00 05:00 V)•UD VS=DO C3:00 05:00 04:00 :2:00 01:00 02:00 03:00 05:00 vb]11me 259 243 CO 125 423 439 416 453 435 421 303 309 254 233 33S 342 � + ■V4: i.rtr70N : ' L:.RMOf,'3' ACZNCY Of .XW SPOiiTA-r7GN NOVM( VT 116 •. TfC,.'YIC1i''"8C1tVICES OrERATOR; VHZD GROUT Sltt Code OOCOOO �t0000 TQATF.0 RES'EA.RC)f SECTION j SL4rt n„;e: 05/23/::000 t'1tUf7 LIASS~S'GVN? F1:e ..z. D124 begin Mor.. C6/C5 7ues. ;:L/C6 Mee. TY.cr Fri. Sat. Pooe 3 i Sb ?.•P cn ra .S� 9B 'JH 3P Sian. Meek Avg. 1`0C am 4 :6 9 25 .a— NB Sfl nH ;;d Ng SR 01:00 5 P S i- • 6 20 ct:VD 3 5 5 .I 03 00 6 4 7 4 8 ------- '"1'0V 26 3 05.00 iC2 SS 52 4! • 25 y tee: 00 21D ;I Of 1C3 Jtic • 07 '! 07.00 56C. 203 5�0 2': - - i66 206 CO:uu 5f). 14o 3F5 23E • , . • 565 27E OS:00 237 :50 . • • 410 239 10:00 2.4 167 • • ' 237 150 :1:C0 z24 :!1 • • • , • • • 214 :P7 • : • 211 lfl C'D e1" 267 209 - . • COuo 267 2C9 C1:ilO 16a 7.2 , 0•; 00 39ti 390 . 364 g12 CE:00 ?99 421 ' • • ' 39; ;f80 06:00 259 301 - . 399 c21 07:00 25C 27( • 2ss 3C1 06:00 155 22C • :SE 216 09:fin 67 .,,s 155 22D 10.00 ::f liJ • B7 145 11:Cc 61 52 ,f.^'+:• -,5: :270 'a0L P19 C 0 U 0 0 0 0 0 0 471.9 4270 Y011 i�TS D G 0 0 0 901F cvc,. Day 200-ow 100.0t wv.61 :9.11 U1 ci 01 Gt .01 C% 01 Of .01 pa iM Prrk■ 07:00 o7:Co 07:CD n7 00 'C1 W 4 0:t0 07:00 555 279 'M Peaks - r5 00 05: 00 . ume - 399 421 Cs:00 CS:OC - 399 421 A7i'S AADT VrLvt -- Site Id Town Name Route # Alt # Street Name mm 2000 1999 1998 1997 1996 1995 1994 1993 1992 S6D525 South Burlington VT116 VT116 Hinesburg Rd 1.1 6100 5300 -- S6D124 South Burlington VT116 VT116 Hinesburg Rd 3.0 8000 8100 7700 7600 S6D212 South Burlington VT116 VT116 Hinesburg Rd 3.5 10600 9900 10200 10200 11000 S6D211 South Burlington VT116 VT116 Hinesburg Rd 4.0 12000 S6D133 South Burlington VT116 VT116 Hinesburg Rd 4.0 11300 11100 11000 11500 11900 VAOT ATR Station D124 Route 116, South Burlington 2000 Data Tues 5/23 Wed 5/24 Thurs 5/25 Fri 5/26 Mon 5/29 Tues 5/30 Wed 5/31 Thurs 6/1 Fri 6/2 NB 59 NB SB NB SB NB SB NB SB NB SB NB SB NB 58 NB 58 7-8 am 577 271 557 295 582 256 567 275 558 285 577 318 568 261 848 852 838 843 895 829 68% 32% 65% 35% 69% 31% 66% 34% 64% 36% 69% 31% 5-6 pm 403 466 384 433 396 459 336 447 410 425 423 439 416 453 392 421 817 855 783 862 869 813 47% 53% 46% 54% 43% 57% 49% 51% 48% 52% 48% 52% Mon 5/29 Tues 5/30 Averages NB SB NB SB NB 58 560 283 570 271 568 279 851 67% 33% 399 421 395 440 833 47% 53% B: Urban Short Term Growth 1.00 20 Year Growth 1.16 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 1995 1.00 1996 1.00 1.00 1997 1.00 1.00 1.00 1998 1.00 1.00 1.00 1.00 1999 1.00 1.00 1.00 1.00 1.00 2000 1.00 1.00 1.00 1.00 1.00 1.00 2001 1.01 1.00 2002 1.02 1.01 1.00 2003 1.02 1.02 1.01 1.00 2004 1.03 1.02 1.02 1.01 1.00 2005 1.04 1.03 1.02 1.02 1.01 1.00 2006 1.05 1.04 1.03 1.02 1.02 1.01 1.00 2007 1.06 1.05 1.04 1.03 1.02 1.02 1.01 2008 1.06 1.06 1.05 1.04 1.03 1.02 1.02 2009 1.07 1.06 1.06 1.05 1.04 1.03 1.02 2010 1.08 1.07 1.06 1.05 1.05 1.04 1.03 2011 1.09 1.08 1.07 1.06 1.05 1.05 1.04 2012 1.10 1.09 1.08 1.07 1.06 1.05 1.05 2013 1.10 1.10 1.09 1.08 1.07 1.06 1.05 2014 1.11 1.10 1.09 1.09 1.08 1.07 1.06 2015 1.12 1.11 1.10 1.09 1.09 1.08 1.07 2016 1.13 1.12 1.11 1.10 1.09 1.08 1.08 2017 1.14 1.13 1.12 1.11 1.10 1.09 1.08 2018 1.14 1.13 1.13 1.12 1.11 1.10 1.09 2019 1.15 1.14 1.13 1.13 1.12 1.11 1.10 2020 1.16 1.15 1.14 1.13 1.12 1.12 1.11 2021 1.17 1.16 1.15 1.14 1.13 1.12 1.11 2022 1.18 1.17 1.16 1.15 1.14 1.13 1.12 2023 1.18 1.17 1.17 1.16 1.15 1.14 1.13 2024 1.19 1.18 1.17 1.16 1.16 1.15 1.14 2025 1.20 1.19 1.18 1.17 1.16 1.15 1.15 2026 1.21 1.20 1.19 1.18 1.17 1.16 1.15 2027 1.22 1.21 1.20 1.19 1.18 1.17 1.16 2028 1.22 1.21 1.20 1.20 1.19 1.18 1.17 2029 1.23 1.22 1.21 1.20 1.19 1.18 1.18 2030 1.24 1.23 1.22 1.21 1.20 1.19 1.18 2031 1.25 1.24 1.23 1.22 1.21 1.20 1.19 2032 1.26 1.25 1.24 1.23 1.22 1.21 1.20 2033 1.26 1.25 1.24 1.23 1.22 1.22 1.21 2034 1.27 1.26 1.25 1.24 1.23 1.22 1.21 2035 1.28 1.27 1.26 1.25 1.24 1.23 1.22 2036 1.29 1.28 1.27 1.26 1.25 1.24 1.23 2037 1.30 1.29 1.28 1.27 1.26 1.25 1.24 2038 1.30 1.29 1.28 1.27 1.26 1.25 1.24 2039 1.31 1.30 1.29 1.28 1.27 1.26 1.25 2040 1.32 1.31 1.30 1.29 1.28 1.27 1.26 2041 1.33 1.32 1.31 1.30 1.29 1.28 1.27 2042 1.34 1.33 1.31 1.30 1.29 1.28 1.27 2043 1.34 1.33 1.32 1.31 1.30 1.29 1.28 2044 1.35 1.34 1.33 1.32 1.31 1.30 1.29 2045 1.36 1.35 1.34 1.33 1.32 1.31 1.30 2000 Grouping Study and Regression Analysis DHV DETERMINATION BASED ON AADT AND HIGHWAY CLASS AADT INTERSTATE GENERALHwy RECREATIONAL 50 20 10 20 60 25 10 25 70 30 11 30 80 30 12 30 90 33 13 33 100 35 15 35 150 43 20 43 200 50 30 50 250 60 35 60 300 70 40 70 400 85 55 85 500 100 70 100 600 115 85 120 700 130 100 145 800 145 115 170 900 165 125 190 1000 175 140 215 1100 195 155 235 1200 210 170 260 1300 225 180 280 1400 240 195 305 1500 255 210 325 1600 270 225 345 1700 285 235 365 1800 300 250 385 1900 320 265 405 2000 330 280 425 2100 350 295 445 2200 360 305 465 2300 380 320 480 2400 390 335 500 2500 410 350 515 2600 420 365 535 2700 440 375 550 2800 450 390 565 2900 470 405 580 3000 480 420 600 3100 495 435 615 3200 510 445 630 3300 525 460 640 3400 540 475 655 3500 555 485 670 3600 570 500 685 3700 580 515 695 3800 595 525 710 3900 610 540 720 4000 625 550 730 4100 640 565 740 4200 650 575 750 4300 665 590 765 4400 680 600 775 4500 695 .615 785 2000 Grouping Study and Regression Analysis AADT INTERSTATE GENERAL Hwy 4600 710 625 4700 720 640 4800 735 650 4900 750 660 5000 765 670 5100 775 685 5200 790 695 5300 805 705 5400 820 720 5500 830 730 5600 845 740 5700 855 750 5800 870 760 5900 880 775 6000 895 785 6100 910 795 6200 920 805 6300 935 815 6400 950 825 6500 960 835 6600 975 845 6700 985 855 6800 1000 865 6900 1010 875 7000 1025 885 7100 1035 895 7200 1050 900 7300 1060 910 7400 1075 920 7500 1085 930 7600 1100 940 7700 1110 945 7800 1120 955 7900 1135 965 8000 1145 970 8100 1155 975 8200 1170 990 8300 1180 995 8400 1195 1005 8500 1205 1015 8600 1215 1020 8700 1230 1030 8800 1240 1035 8900 1250 1045 9000 1260 1050 9100 1275 1060 9200 1285 1065 9300 1295 1070 9400 1310 1080 9500 1320 1085 9600 1330 1090 9700 1340 1100 9800 1350 1105 9900 1360 1110 10000 1375 1115 RECREATIONAL 790 795 800 805 810 815 820 825 830 835 840 845 850 855 860 865 870 875 880 885 890 895 900 910 915 920 925 930 935 940 945 950 955 Use General Highways Table 2000 Grouping Study and Regression Analysis AADT INTERSTATE GENERAL Hwy 10500 1430 1150 11000 1480 1175 11500 1530 1200 12000 1580 1225 12500 1630 10%` 13000 1675 13500 1720 14000 1765 14500 1805 15000 1850 15500 1890 16000 1930 16500 1965 17000 2000 17500 2035 18000 2070 18500 2100 19000 2130 19500 2160 20000 11%' RECREATIONAL Based on the histories (under normal conditions) of various high traffic volume highways, a constant "k" may be assumed, starting at these corresponding ADT volumes. This relationship may vary, however, depending on the nature of the highway usage. 2000 Grouping Study and Regression Analysis LANDSCAPE REVIEW 2/12/02 Mountain View Business Park Office Building Pizzagalli Properties Developer SE Group planning & design * The addition of street trees on the east side of the road is advised - It would be preferable to plant the trees behind the bike path as the proposed Green belt is only 5 ft wide.** - If trees are to be planted in the green belt, it should be widened to a minimum of 8 ft. *Planting blocks of several tree species along the road is preferable to the use of a single species. Norway maple is one of the species that is becoming over planted in South Burlington and is also listed as an invasive species. Suggested substitutions with similar form include: • Kentucky Coffeetree Gymnocladus diocius • Common Hackberry Celtis occidentalis • Bur Oak Quercus macrocarpa • Chinkapin Oak Quercus muehlenbergii 6/6/02 Revised Plan Mt. View Business Park l . Tuliptree is a poor selection for this site. This species is intolerant of poorly drained soils and the soils on this site are heavy clays. In addition this is a large tree and requires a large planting site. A four -foot tree lawn is totally inadequate. * * 2. It would be preferable to plant trees behind the sidewalk even if they are outside the Right of Way 3. `Chanticleer' or `Aristocrat' are superior cultivars of Callery Pear and should be substituted for `Bradford'. `Bradford' exhibits an inferior branching habit making it more susceptible to wind and ice damage. **Note: Please be sure the trees are not planted near water lines. MEMORANDUM TO: South Burlin n I ey lop rent Review Board FROM: Ray Bela i 'dministrative Officer RE: July 16, 2002 genda items DATE: July 12, 2002 3) SITE PLAN, PIZZAGALLI PROPERTIES, 62 TILLEY DRIVE This application was continued fron the 7/2/02 DRB meeting to provide staff an opportunity to have the Metropolitan Planning Organization review the traffic study and contact VAOT about other traffic improvements on Hinesburg Road. This project consists of constructing a 30,000 square foot general office use building on a 4.52 acre lot. This property at 62 Tilley Drive lies within the Mixed Industrial Commercial, Traffic Overlay Zone 5, and Conservation Open Space District. It is bounded on the north by a residential lot (Tilley Farm), on the east by agricultural land, on the west by Hinesburg Road, and on the south by I-89. Lot coverage/Setbacks: Building coverage is proposed at 7.6% (maximum allowed is 30%). Overall coverage is 33.4% (maximum allowed is 70%). The front yard coverage is 14.9% (maximum allowed is 30%). It is unclear to staff whether this is for Hinesburg Road or Tilley Drive. Front yard coverage information is needed for the other street not provided. Access/ Circulation: Access to the lot is via a proposed public street (Tilley Drive) off Hinesburg Road. Two curb cuts are proposed off the proposed city road. The access drive to the west is for lot A only. The access to the east is a shared access to service lot A and future development on lot B. An access drive is proposed which would connect lot A to lot B. Circulation on the site is adequate. Parking: The parking requirement for the 30,000 square foot office building is 120 parking spaces and five (5) accessible spaces. The applicant is proposing 143 spaces with eight (8) accessible spaces. A bike rack is provided. C. O. District/Wetland Buffer: The applicant is proposing parking encroachment within the C.U. Distn'ct/wetland buffer. The applicant has supplied comments from WM. D Countryman, Environmental Assessment and Planning concerning the wetlands (letter enclosed). Comments from the Natural Resource Committee were distributed at the 7/2/02 meeting. At the 7/2./02 meeting, the Board did not have a problem with the proposed encroachment into the C.O. District/wetland buffer. DEVELOPMENT PLFVI EW BOARD MEMO July 16, 2002 MEETING This property located at 1160-1174 Williston Road lies within the C 1. District and Traffic Overlay Zone 2. The property is bounded on the north by undeveloped land, on the east by a hotel, on the west by a retail building, and on the south by Williston Road. The only issues affecting this application are uses, lighting, traffic, and parking. Uses: This property is currently approved of the following uses which are permitted in the C1 District: fast food restaurant, personal service, standard restaurant, bakery/deli, and retail. The amendment is to add convenience store, general and medical office uses. Any change in tenant in the building would require approval from the Director of Planning and Zoning and a zoning permit. Department and Discount stores could not be included within this approval as they would require expansion of the existing structure. The tenant breakdown of existing uses is as follows: Use square footage parking vtes Retail 2,700 sq ft 11 14.50 Fast food restaurant 3,500 sq ft 43 91.53 Restaurant 1,800 sq ft 15 19.45 Personal service 2,400 sq ft 9 Included in retail # Vacant 2,700 sq ft 0 0 Totals 13,100 square feet 78 spaces 125.48 Parking: The parking requirement for the existing uses is 78 spaces. The plan shows 64 spaces, including two (2) accessible spaces. This represents a 14 space or 18% shortfall. The applicant should be prepared to justify the parking shortfall. The applicant is required to have an additional accessible parking. A bike rack is shown on the plan. Lighting: All new and existing exterior lighting should be downcasting and shielded and should not cast light beyond the property line. The applicant submitted cut sheets. The preliminary plat application should include information on the height of the poles for the pole mounted fixtures and their location noted on the plan. All existing floodlights should be removed or replaced with downcasting shielded fixtures. Traffic: This property is located in Traffic Overlay Zone 2. A previous final plat approval from a Planning Commission meeting on 1/9/96 allows a total of 291 vehicle trip end's (vte's) during the P.M. peak hour. No combination of uses would be allowed which exceeds this previously approved limit. 71 SKETCH PLAN, C & D DONUTS LLC,1220 WIILISTON ROAD This project consists of a request for a planned unit development for the following existing uses in three (3) buildings: 1) a 3,000 square foot restaurant, 2) 12,500 square foot theatre, 3) two fast -foot restaurant totaling 4240 square feet, 4) 1,500 square feet of general office 5 Soupy Burlington Fire Dep..'tment 575 Dorset Street South Burlington, VT 05403 (802) 846-4110 Douglas S. Brent, Fire Chief June 26, 2002 Ms. Juli Beth Hoover, Director of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Mountain View Business Park Dear Juli: I have reviewed the plans for the proposed construction of the Mountainview Business Park development on Hinesburg Road. I have also made a site visit to try to envision the siting of this project. Given that, at this time I have the following requests and recommendations: 1. Compliance with all requirements of Vermont Labor and Industry Fire Prevention Division codes and standards. 2. Automatic sprinklers and alarm system as required by Vermont Labor and Industry Fire Prevention Division. 3. Fire Department Sprinkler Connection location to be specified by SBFD. 4. Fire Alarm panel and annunciator location to be specified by SBFD. 5. Provide an emergency key box, location to be specified by SBFD. 6. Number and location of fire hydrants to be determined by the South Burlington Water Department. Actual final spotting of said hydrants to be done jointly with SBFD. Page - 2 At this point these seem to be the major issues which present themselves. As this project moves forward additional items may surface which could be dealt with as needed with the assistance of the developer and Labor and Industry. Should you need any further assistance on this project please feel free to contact me. Si rely, Douglas S. Brent Fire Chief 7/ l /02 RECOM *4EDATIONS FOR APPROVAL PIZZAGALLI PROPERTIES, 62 TILLEY DRIVE The Natural Resources Committee recommends approval of site plan application #SP-02-32 to construct a 30,000 square foot general office building on a 4.52 acre lot, with the following stipulations: 1) All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2) The applicant shall revise the site plan to show the removal of parking spaces (approx. 18 spaces), driveway, and aisle, which encroach or require encroachment for access, into the C.O. District, also encouraging the use of public transportation by tenants of the office building. 3) Any change to the site plan which shows encroachment into a C.O. District shall require review by the South Burlington Natural Resources Committee. City Engineers Comments for meeting of July 2, 2002 Mountain View Business Park Hinesburg Road I. Place 8 inch stub and cap in M.H. No. 3 pointing north for future extension. 2. Controller for sewage pumping station shall be placed close to the wet well. WM. D. COUNTRYMAN Environmental Assessment and Planning 868 Winch Hill Road Northfield, Vermont 05663 (802)485-8421 wdcenv@together. net 8 December 2001 Bob Bouchard Pizzagalli Properties 50 Joy Drive So. Burlington, VT 05403 Subject: Tilley Farm wetlands Dear Mr. Bouchard, I visited the site of the proposed Mountain View Business Park in South Burlington yesterday to determine if there were wetlands on the parcel. I found three areas supporting wetland conditions: two in the southeast corner next to the Interstate 89 fence, and one in the field south of the existing pond. I enclose a copy of the map showing roughly where these wetland areas were found. The existing pond would also constitute a wetland under current wetland identification methodologies. Wetland "A" is at the far southeast corner, and is essentially an area of overland flow off the Interstate right of way. This area is dominated with reed canary -grass (Phalaris arundinacea), red -osier dogwood (Corpus stolonifera), aster (Aster laterijlorus), and a few cat -tails (Typha sp.), all wetland species. I marked it with Flags A-1 to A-4. Partway up the hill to the west there is another site where Interstate drainage enters the property, marked with Flags B-1 to B-4. This area supports the same herbaceous species as were found in Wetland "A". The largest wetland on the parcel is a depressional area between the Interstate fence and the existing pond. The dominant species in this area is reed canary -grass. This area was marked with Flags C-1 to C-14. Wetland "A" is likely contiguous to wetlands off site to the east (an informal delineation done in November 1998 showed that the larger wetland came up to this corner at the fenceline). Although no determination was made at that time on the classification of these wetlands, they are probably Class Two because of contiguity to wetlands that appear on the National Wetlands Inventory (an open water wetland (pond) east of Potash Brook, and another in the valley south of Interstate 89). If this wetland is, indeed, a Class Two wetland, activities in it or within its 50-foot buffer zone would require a Conditional Use Determination from the Vermont Agency of Natural Resources. It would also be subject to jurisdiction of the U.S. Army Corps of Engineers. Bob Bouchard 8 December 2001 Page 2 In my opinion, Wetland `B" is not contiguous to "A", being connected only by the Interstate ditch, which is not technically a wetland. Additionally, it occurs in an area mapped as Vergennes clay, a moderately well -drained soil rather than the poorly -drained Covington soils found downhill to the east. It is my opinion that this wetland is therefore Class Three, not subject to the Vermont Wetland Rules. Further, it is likely to be regarded as an "isolated" wetland, and may not fall under Army Corps of Engineers jurisdiction. Wetland "C" and the existing pond are both Class Three wetlands, not appearing on the National Wetland Inventory Map and not connected to any Class Two wetlands. They are also likely to be isolated wetlands, since there is no "biological" connection between them and an area subject to Corps jurisdiction. As with all such determinations, we recommend confirmation from ANR and the Corps as to classification and jurisdiction, but it would appear that Wetland "A" in the extreme southeast corner is the only area where a change of the site plan would be suggested. I recommend that the stone pad be moved to the west at least fifty feet from the wetland. If you have any questions or need additional information, please call. Sincerely, AErrolggs ECB/s Encl. / RUSSELL TIL EY N/i .. •:;• ... wes rcl/c r 0 rcv n. W. W. fT m f-a06S tyA K. fa Rf tlaai I.0 Al.m R+1L� m \ cw +f wr-nax rw 1 aosrt.P4. 1 t 1 I 1 A*C—Ft 1 1 1 1 a:�.lc !cam- ai ao w I a' iwgr SLOW 1 a1 I sW.r. .aiIImoe � M 1 r[. nY TfaC. .. .:..SaN.;;'r• t \ t 1 1 / I/ \ 1 11 I 1\ I \ ll . ru rv* K wz %:+� ................:.:`.::� .a.ran owean� \ 1+ 1 1 I I 1 ..,....ii.stb:F........ AMA...: w ----\ \LOT—m mln NELEN nu.EY 1 1 .......... 1 1 \ \ _......._.._ � / rr w. � 1 rtT raaxaa.i.s. LOT A / / I _AMMO ST..,TE Or VERMONT - INTERSTATE E9 -aft- P/ZZAGALLI PROPERTIES. LW P.O. BOX 2009 BURLINGTON. VERMONT 06403- MOUNTAIN VIEW BUSINESS PARK HINESBURG ROAD SOUTH BURLINOTON. VERMONT IF I IF ' � �/ '°r ="''°sl_ . yc; rfe�.�rn'w./�•rq-c2�ay — — `- — � — \-- —\ � \ \ / 1 / If M.. wan sr.uca.c auMRc not Amdld L Aandin A "` Consulling ,� ` SITE PLAN .rrx ARVineers; Inc. Rrrl im R..I SY.w! I Z_ A...rrm r......r _' t O0 3�. UU O c, -IS - --1 S v o P I I �a ,� = -* 3360 C�ce, fedae � � cA— 1O l O Z4 SE Group planning & design 156 College Street, Burlington, Vermont STATEMENT OF PROBABLE COST Project Name Mountain View Business Park Office Building Drawing Referenced: L1.0 - Planting Plan Date Prepared: May 16, 2002 Date of Prices: May-02 Project Status: Revisions: Sheet 1 of 1 KEY ITEM QUANTITY UNIT UNIT COST SUB TOTAL REMARKS TREES AR Armstong Red Maple 12 EA. $425.00 $5,100.00 2 1/2-3" Cal. GD Kentucky Coffeetree 13 EA. $400.00 $5,200.00 2 1/2-3" Cal. LT Tuliptree 12 EA. $400.00 $4,800.00 2 1/2-3" Cal. PC Bradford Callery Pear 10 EA. $450.00 $4,500.00 2 1/2-3" Cal. PGa White Spruce 10 EA. $210.00 $2,100.00 6-7' PGb White Spruce 5 EA. $275.00 $1,375.00 8-10' QR Red Oak 8 EA. $475.00 $3,800.00 2 1/2-3" Cal. Sub -Total: $26,875.00 SHRUBS EA Compact Burning Bush 112 EA. $50.00 $5,600.00 24-30" Sub -Total: $5,600.00 Total: $32,475.00 �6, UDa -- o2S0 = lao CQ la�laa�G(J/ `icy -�► ��'� 2c*--Lv coal 1 �s -20-ma's To: Applicants From: Stephanie Smith, City of South Burlington RE: Project Staff Notes Date: June 19, 2002 Re: Site plan application for 62 Tilley Drive Overview: Site Plan application of Pizzagalli Properties, LLC for a 30,000 square foot general office use building. Issues: 1) The applicant should be prepared to address Section 3.401 of the South Burlington Zoning Regulations. a) No building of any kind, including any structure of'construction such as parking lots ... shall be permitted within this district. 2) The applicant should change the title block to refer to 62 Tilley Drive and not Hinesburg Road. 3) Please review attached arborist comments. 4) Cut sheets were supplied at sketch plan submittal (Ruud Lighting). Are these still the proposed exterior liLht fixtures for the nroiect? 5) 6) A traffic report should be submitted for review by the DKB. Bob, The city needs three (3) copies of the approved plans for this subdivision (for our map room) as well as an electronic copy to update our tax maps. Your mylar was signed at the meeting on June 18. Completeness of Plan: The applicant has submitted sufficient information for Development Review Board to consider the application with the above exceptions noted. Please provide additional information by June 25, 2002. Recommendation: C . - F�V— Staff recommends this application be authorized to proceed fo consideration at the July 2, 2002 meeting. Permit Number SP-O_- ?�,Z CITY OF SOUTH BURLINGTON 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. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) _ Pizzagalli Investment Company - Successor by merger to Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Tel# 658-4100 Fax# 651-1307 2) LOCATI.ON OF LAST RECORDED DEED (Book and page #) Book 215 Pages 111-113 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) CONTACT PERSON (Name, mailing address, phone and fax #) Robert Bouchard Development Mgr. 50 Joy Drive South Burlington, VT 05403 Tel# 658-4100 Fax# 651-1307 5) .PROJECT STREET ADDRESS: 750 Hinesbu (Route 116) 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 0860-00750 . L 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use b) Proposed Uses on property (include description and size of each new use and existing uses to remain) .o mercial nffiep Rnilding 'An_nnn en_ ft c) Total building square footage on property (proposed buildings and existing buildings to remain) 30,000 sq. ft. proposed. No existing buildings presently on site. d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) Proposed height of building is 281. Two (2) floors. 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): Estimated number of office employees - 100_ Company yphirlpC nnkuu n. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): The proposed building will have access onto Hinesburg Road via a 60' R.O.W. controlled by the City of South Burlington. deeded 8) LOT COVERAGE a) Building: Existing 0 % Proposed 7.6 b) Overall (building, parking, outside storage, etc) Existing 0 % Proposed 33.5 c) Front yard (along each street) Existing 0 % Proposed 15.8 % 9) COST ESTIMATES a) Building (including interior renovations): $ 2, 2 5 o, o o o b) Landscaping: $ 30,000 c) Other site improvements (please list with cost): New entrance drive totaling over 620 linear feet, built to City specifications including pavement, curbing, stQrmwatar GyGrem, utilities, fire hydrants and recreation path - $500,000. Stormwater retention on site - $50,000. Wastewater pump station with approximately 1,500 if of forcemain $200,000. 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): 330 VPD 50% in 50% out b) A.M. Peak hour for entire property (in and out): 47 vPH 88% in t 2% out c) P.M. Peak hour for entire property (In and out): 45 vPH 17% in 83% out 11) PEAK HOURS OF OPERATION: 8 :00 am - 5 :00 pm 12) PEAK DAYS OF OPERATION: Monday - Friday 13) ESTIMATED PROJECT COMPLETION DATE: May 1, 2003 14) SITE PLAN AND FEE A site plan shall be submitted which shows the infonnation listed on Exhibit A attached. Five (5) 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 (see Exhibit A). 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 knowledge ATURE OF APPLICANT r isr — /i P -' % SIGNATURE OF PROPERTY OWNER Do not write below this line � I --I DATE OF SUBMISSION: J [ I S /R- REVIEW AUTHORITY: Development Review Board Director, Planning & Zoning I have reviewed this site plan application and find it to be: Kdm-plete Incomplete Director of Planning cot "Zoning or Designee Date 3 SE Group planning & design 156 College Street, Burlington, Vermont STATEMENT OF PROBABLE COST Project Name Mountain View Business Park Office Building Drawing Referenced: L1.0 - Planting Plan Date Prepared: May 14, 2002 Date of Prices: May-02 Project Status: Revisions: Sheet 1 of 1 KEY ITEM QUANTITY UNIT UNIT COST SUB TOTAL REMARKS TREES AR Armstong Red Maple 12 EA. $425.00 $5,100.00 2 1/2-3" Cal. GT Shademaster Honeylocust 13 EA. $400.00 $5,200.00 2 1/2-3" Cal. GD Kentucky Coffeetree 12 EA. $400.00 $4,800.00 2 1/2-3" Cal. PC Bradford Callery Pear 10 EA. $450.00 $4,500.00 2 1/2-3" Cal. PGa White Spruce 10 EA. $210.00 $2,100.00 6-7 PGb White Spruce 6 EA. $275.00 $1,650.00 8-10' QR Red Oak 8 EA. $475.00 $3,800.00 2 1/2-3" Cal. Sub -Total: $27,150.00 SHRUBS EA Compact Burning Bush 112 EA. $50.00 $5,600.00 24-30" Sub -Total: $5,600.00 Total: $32,750.00 Alle?- pizzagalli p r o p or t i e s, I I c To: Ms. Juli-Beth Hoover Planning Administrator City of South Burlington 575 Dorset Street South Burlington, VT 05403 From: Robert Bouchard Date: May 14, 2002 Re: Mountain View Business Park — Hinesburg R Enclosed: TRANSMITTAL Quantity Description Code 1 Executed Application for Site Plan Review M 1 Landscaping Cost Analysis Sheet M 5 sets Complete Sets of Civil Engineering Plans from Donald L. Hamlin Consulting Engineers dated 3/02 last revised 5/6/02 M 5 sets Landscaping Plans from SE Group dated 2/25/02 last revised 5/10/02 M 1 Reduced set of Civil Engineering Plans M 1 Site Plan Application Fee $60.00 M r--- Codes: A FOR INITIAL APPROVAL H FOR APPROVAL B FOR FINAL APPROVAL I AS REQUESTED OR REQUIRED C APPROVED AS NOTED - RESUBMISSION REQUIRED J FOR USE IN ERECTION D APPROVED AS NOTED - RESUBMISSION NOT REQUIRED K LETTER FOLLOWS E DISAPPROVED - RESUBMIT L FOR FIELD CHECK F QUOTATION REQURESTED M FOR YOUR USE G APPROVED N SEE REMARKS Remarks: Dear Juli-Beth: Enclosed please find an application for site plan review of a two (2) story, 30,000 square foot office building Pizzagalli is proposing on property we own off Hinesburg Road. Please do not hesitate to contact me with any questions. Sincerely: Bob Bouchard. 50 Joy Drive, P.O. Box 2009, South Burlington, Vermont 05407-2009 Phone: (802) 658-4100 Fax: (802) 651-1307 U075i. Iijnq -OS 10 7007, .j j ` THE�B TRUCIORJSP 'LLWN00 ANYOE%CAVFATIONT FATALLY TOXIC GASSES MAY BE PRESENT AT LOCATIONS WHICH NAY BE IN THE IMMEOIAIE IN UNDERGROUND MPIPING STIR SYSTEMS AND RIM.38J.00 RIM.Se3.85 _ 8" INv..3)849 61 INV. N.3,5,95 VI INITY OF UNDERGROUND UTNWES. WASTE SYSTEM STRUCTURES. e' INV. OUT.315.85 c9Jz RIu.363.3] RI-1 \ I e" INV. IN.372.00 B' RIV. WT.7)f.96 MM.383.50 1.` \ EW 3` B• INv..J79.40 RIM 36. IN.35S.>0 \`\ \ IS' BEND W INV..IN WJ' \ 3'S ASSW CESS S RESET60 REMO 6 NJv8�J]9.56 8' INV. OUT.355,60 14 `\ NOTES: RxA�.3BB.31 Y. TOPOGRAPHY AND BUILDING LOCATpNS ARE BASED ON A TOPGWARHIC BURLEY PERFORMED ON Ot 8' INV..379.)0 /11 /96 AND OCTOBER a001. NEW 3` \�•\ _) / / �. 45 SEND \\ j // /// !} ` �v 2. ELEVATIONS ARE BASED ON U.S.OS, DATUM TAKEN FROM A BENCHMARK AT THE NORTHWEST CORNER OF THE NEW ENOLAND Po1T9. 300 TELEPHONE PROPERTY LOCATED ACROSS INTERSTATE 89 FROM THE TILLOPE EY PRRTY. BMARK ENCHELEVATION WAS OBTAINED MON 6' INI-313.32 iRED KOERNER. P.E.. BURLTINGTON. VERN NT. CB/] 3. LOC - OF THE EXISTING 24- WATERLINE WAS OBTAINED FROM RECORD -INNIS AT THE CHAMPLAIN WATER DISTRICT OFFICE, E%ISTING i RIM. JBO.IB f. %ISTNG L B' INV..J>3.93 EXISTING.1AT 2LI :A.IEp 4. THE CONTRACTOR SHALL COORDINATE Al YARN WSIDE THE ROUTE 118 RIGHT-OF-WAY MTM THE VEFMONT AGENCY O!' CARN i \ EW I. WATERLINE. TRANSPORTATION DISTRICT t5 OfFlCE. CB/B E%ISTNG CULVERTS N 22.8' END DEPTH UNKNOWN TO REMAIN / // 4� RIM�JJ9.00 / 5. THE CONTRACTOR SHALL MINIMIZE aSTUABANCE TO THE GISTNG PAVEMENT ALL PAVEMENT AND GRAVEL SUBBASE \ Ye x4v..3]I.JI REMOVE h REPLACE V ( REPLACE4�NT WILL MATCH THE THICKNESS OF TtiE E%ISTMG PAVEMENT AND 'GRAVEL SUBBASE. 4 EXISTINO PAVEMENT / I 'R \ 2) NEW J' 0y#9INV.JT & CURBING \ I 6. A MINIMUM Of TWAY iRAV:IC ALONG ROUT; 116 MJO A MINIMUM OF ON' -WAY TRAFFIC ALONG OLD FARM ROAD SHALL 9E 15` BENDS NINTANED AT ALLL HIWMES. /�/ le" .3>4.11 J MOISF NEW 1" CL Y60 P / I ). ALL WORK SHALL BE PERFORMED IN ACCORDANCE WTI THE 'SPECIFICATIM, AND DETAILS FOR THE INSTALLAT" Ca WATER FOPCEMAM I CBt10 UNES AND APPURTENANCES FOR ALL WATER SYSTEMS OWNED BY THE CHPMPLAIN WATER DISTRICT, THE CITY OF SOUTH BJRUNGTON, NEW 6' END CAP £ 1 RIM.3e0.31 II t N 6' INV..3)0.5B CCLCHE5IER FIRE DISTINCT Jt, AND THE WLLAGE OF JEPICHO &THRUST BLOCK n '' I I SMMt3 + NEW 8'n 32' a \• YO \ ( / l s NEW 8". a)1' SORJ3 PVC I 5.0.0100 R. /FT. TR. B' I370, 3]1.55 \ \ .� io R ID MR CULVERT NEW 8 x6' TEE AND I 1 CB#1 )63S K.11, Y I' .ce i / 6' GATE VALVE NEW 8" 9.O,OB00 iT./FT, r I 1 I $ \ JS PVC GATE VALVE ., ',+ EM WRIER SfAMCE \' / / 1 'A' ^TOOISTEM1IING NR RELEASE MANHOLE NEW BIT. CONIC. 4 y 1 I60`O OE a x .y f V I 1 I PTH UNNNOWN KK W' BIKE PATH \ � I •,,. EW NET TAP NEW t8"x 27' HOPE nn � ' k W 22-1/22* SEND S.OM FT /F` x uWSEND 1 RUSSELL TILLEY RUST \\ E%15TN0 £%ISI N� NEW HYDRANT I 4 - •. 1 I.. ,x \ I 1 \ TO REM , " urw x r un ww SHED ucw a . I>, maaa a•m ASSEMBLY . ` 40 *. • rh1 I I 1 II -. I 1� I 1 i 0.T `SEE DETILARY DISCHARGE MANHOLE. 'ONC MWUM[NT40 p, \ 4 BM1HN NEW 18 \ N C.", . / / STUB FOR fUNRE USE GHR9 \ \ 9DRJ5 PVC EXISTING POND 21' HOPE / 9 \ YI kITNWuSETNgspo, f 1 1 I 1 I 1 I \ t \<\\ 1�.000' Fi./R. I/ \ \ \ II 11 1 { I I )\ .p ) EMOVE k RESET .. SMH/T N ae' MMDPE SWNG SIGN EMOVE EXISTING TREE RI o S.O.OpS FY./T E. \ \ I \ \ I 1 I I te' BIDE \ / NEW FORCEMAN \ C R RELEASE A \ _ L T" \ '•.' / �,N! �� \ / 9.0.005 IT.At T. \ \ I I I / I I \ 1 SEEAKTALS MAKIN OLE. NEW CdI°RCtIER9 i \ V $ IEW 6"n 59 SDR39 PVC Ew HroRAnr \ / ' NEW BIK coxc ASSEMBLY BIKE PATH M � GALE V WATERLNE '� I. 9-0.0208 R./liy / y8'x )5' \\ IIIY I EW a" CBES 8 1, A NEW NEVI 6'M 5 CAST IRM ''. NEW 1 I yp)LJl EW a.E,wau I DBA 1 1 l A 1 I � I 1 1 ALVEn'R .�` WATER '1 JJ INV,37/.29 A\ \\ \ TILLEY FAMILY NEW ta`xaz' NDPE D / MEW ta`x far HDPE 1 I \ \ ( \ ,Y� L ATE S-o.00s FT. /fr. \ Ew 5'IExD CAP / .aoos\\ \\\ \ \ \ \lll LIMITED PARTNERSHIP Ei'_..._._< I E°%ISTTIINN VGGN { R.16° g EW BITUMINOUS •I / / & TH sT BLOCK N/F O—ETE ROADWAY. \ SEE ROADWAY DETAILS WON PWE-� <2T 8- 15' B 4Dq / / �\ �, i NFW ut a"x BY' HOPE \\ \ tTHRUST BLOCKS a / / \ \ s..DD5 FT/FT. LOT A STREET TBB211 / / 1 V l I \ \ \ EMOA j v A S I A LOT B,�STREET `dT18) A A \ E%ISTNG TREE \ / \ V 4.e2 ACRES 1 �� I / 1 1 A A 3.3e AWE$KW V A A \ 1 @ / / \r CONCRETE CURB ,� / i \ \ \ '9 (2)NEW 3' 1, 111 (�` I �45'BceENOS NEW 50 \ \ y S NEW LIGHT 11 RE 11 175 WATT. MET HALIDE 18' MOUNTING MEICHY'\ \ 1 \ \ \ \ `, \ \ / I S, SIDE _Cs 6 _ — I. \ \ TRACES 6\INV..373. NEW t6)'x W Ha'E O S+Oi=FT./fT. `\ W.}MEI 1111 / I 1 �.\ \ STONE\AD \ \V 1I 11 n� •� w6w r ED TCH LINi.+TCN TB" WV..S>6.o0-• NEW STONE DR \ \ i LINED PTCH \ \ \ \ \ �F{1 AiEMENT / / \ 50' ANAG \ �� ORA \ I WI T SMUC7IRE AI \ unarWEnArGLASS Ni //� \ 1\ nET PIPE NEW E I 1 \ fix..\ LINED arw \ 9TONGRASS PAD ' \ v R l l l / I J • l �'�V V '� EW STONE LIMIT OF CLASS III PIED PITCH NETLANOS :L.II WETLAND LIMIT TEM - TOP OF CONCRETE MONUMENT 65' e5' WEST OF OF R..UPO ROAD OVERPASS, NORTH STATE OF VERMONT -INTERSTATE 89 �`.4MI IL— ETEN OVERFLOW PILL NORTH EDGE OF R.O.W.. INTERSTATE BB OL4RFLOW SPILLWAY ELEV.. 390.45 (U.S.C.S, DAWN) 1 DATE FUSION BY CLIENT PROICT TITLE DRAWING TITLE SlxFey SEde sunup J p� +� MRY L Nanzlin 1"�IO' DATE FUSION BYRonald � 40 0 40 60 120 PIZZAGALLI PROPERTIES. LLC P.O. BOX 2009 MOUNTAIN VIEW BUSINESS PARK HINESBURG ROAD • �P'y ° `� R i :: � ° NO. �z01 e SITE PLAN rPX C072SiLlt29Z9' �'ngineers; Inc: 01-250 DATE REVISION BY D °W" rpx Fle DATE REVISION BY eked Opmnq Scale I" = QOY SO. BURLINGTONVERMONT 05403-2009 , SOUTH BURLINGTONVERMONT . '; aW F'•�Dw i, sTE?�°G ,s� TONAL IEl114 RlR as "bast sy—i z DATE 0416001JPX RENSIOI ^° n'n crAa"m A snsu°W�eurr w:eAc BY Ott 03 Q AF:•8.965 ✓MnCti6f!• YWnaOnd TYPICAL TEES AND CAPS TYPICAL BENDS MOTES ALL BOLTS AND NUTS TO REMAIN ACCESSIBLE AND ARE TO BE COVERED WM PLASTIC TO PREVENT CONCRETE FROM ADHERING TO THEM. BASED ON TESTING PRESSURE OF 200 PSI AND BEARING CAPACITY OF SAND OF 2000 LBS/SWAK FOOT. F/TTINCS SIZE 8'• all to- 121, >f-1/4H OR 22-1 2H 3.0 3.0 4.0 5.0 45H 3.0 5.0 3.0 11.0 30H 5.0 10.0 14.0 20.0 TEES OR END CAPS 4.0 7.0 10.0 14.0 VALVES 2.0 2.0 2.0 2.0 THRUST BLOCK END AREA (SQ. FT. BEARING AREA) hTS BIT. CONC. 3" MIN. GRAVEL SUBBASE ::ii:i. a".;� (MATCH EXISTING) i MON FILL MATERIAL M�"••�H'N, ro:wAlwP v ocF'�aA Meowo� B' WN. COMER TUNa iu� ui °Q'9omRaTM 'x �' TAAYMW win tXAOM'RP x •1' VT. A �' NSULAIl% F REWIRED SAS PER SP�FICATIONS j L WIN. 1PIPE 0 R PIPE MALINCIIIN OMPACTED AP¢ROWD MAIER1AL/EMVELOPE S" MIN COMPACTED APPROVED MATERIAL/ENYELOPE UNDISTURBED EW WATERLINE MATERIAL SUITABLE NOTES: I, ALL TRENCHES SHALL MEET OSHA STANDARDS PRIOR TO ANY PERSONNEL ENTERING A TRENCH. 2. A MINIMUM OF 1" RIGID INSULATION SHALL BE INSTALLED WHEREVER MINIMUM COVER CAN NOT BE MAINTAINED. PER SPECIFICATIONS:. 3. ALL EIGHT INCH WATERLINE SHALL HAW NO LESS MAN THREE (3) B-S WEDOES INSTALLED AT EACH JOINT. TYPICAL TRENCH DETAIL DUCTILE IRON WATERLINE WS FIRE HYDRANT B, (PER SPECS) R 3i®'. B! ADJUSTABLE IRON VALVE BOX YAM COVER THANKED "WATER" ADJUSTABLE IRON VALVE BOX �AEANAWAY FLANGE FINISH GRADE H WITH COMER MARXED "WATER'-1 �. IT6 HYDRANT DRAIN IHSEGRAWL OR PEASTONE 1 CY WLUME ANCHORTHRUST BLOCK -1 NUN. B" MJ RESILIENT WEOGi .N „M GATE WALVE \ -THRUST BLOCK 3/1' CAUSHED STONE `MCIHOi COUPLING OR SPOM PIECE MIN. 12' TINCN WM 'MEGA-lUC pETAINCR GLMOS NOTES: 1, ALL FITTINGS ARE TO HAW "MEGA -LUG" RETAINER GLANDS, 2, PRIOR TO POURING THRUST BLOCKS. ALL FTTINGS ARE TO BE WRAPPED WIN 1 OIL POLYETHYLENE, TYPICAL HYDRANT & CATE VALVE DETAI NTS E -FLMOFA END CAP WTH / TM FOR I' BALL VALVE .__.._-. -... VARIES- ffid -VALW BOX SET M TO GRADE i ._(2) 3//' RODS WM DUC LUGS ALL FITTINGS ARE TO AVEH (DOUBLE WITTED) COATED WITH ASPHALT SEALANT OR M THECA -LUG" RETAINER CLANGS APPROVED EQUAL GATE VA LW --.. MECHANICAL - OR APPROVED EOUAL JOINT TEE SLEEW k FOUNDATION BY OTHERS 6 DUC LUG (TYPICAL) WATER MAIN-„ THRUST --" BLOCK 3/1' CRUSHED STONE BEDDING BUILDING FOOTING 3.000 PSI CONCRETE TIHRUST BLOCK MIN. 12' THICK % CL 52 DUCTILE IRON PIPE TO BE INSTALLED I USING THE LONGEST POSSIBLE LENGTHS TO MINIMIZE THE NUMBER O JOINTS TYPICAL WATER SERVICE CONNECTION An DETAIL CENTER ONE LENGTH OF PIPE OVER SEVER 10' MINIMUM �V--ATER SEPARATION DISTANCE ')/ 18" MINIMUM SEP\/ DISTANCE SEWER PARALLEL INSTALLATION CROSSINGS SEWER - WATER SEPARATION NOTES SEWS S�ND�AT LEAST TEN FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE OF PIPE TO EDGE OF PIPE. WHERE INPNACTNCAL DUE TO LEDGE, BOULDERS. OR OTHER UNUSUAL CONDITIONS. TO MAINTAIN TEN FOOT HORIZONTAL SEPARATION BETWEEN SEWER AND WATER LINES, ME WATER LINE MAY BE IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF IN ME SEWER TRENCH PROVIDED MAT THE BOTTOM OF ME WATER LINE IS AT LEAST 18 INCHES ABOVE THE TOP OF ME SEWER, WHEREVER IMPOSSIBLE OR IMPRACTICAL TO MAINTAIN 18 INCHES VERTICAL SEPARATION, ME SEWER LINE SHALL BE CONSTRUCTED TO NORMAL WATERLINE STANDARDS AND PRESSURE TESTED TO SO PSI FOR 15 MINUTES PRIOR TO SACKFILUNO NO LEAKAGE SHALL BE ALLOWED FOR THIS TEST. CROSSING SERS CROSSING WATER MANS SHALL BE LAID BENEATH ME WATER MARL YAM AT LEAST 18 INCHES VERTICAL CLEARANCE BETWEEN THE TO. OF ME SEWER AND THE BOTTOM Or THE WATER MAN. WHEN IT IS IMPOSSIBLE TO MAINTAIN ME 18 INCHES VERTICAL SEPARATION OR WHERE THE SEWER MUST BE LAID ABOVE THE WATER WIN: 1) ME CROSSING SHALL BE ARRANGED SO MAT ONE FULL LENGTH OF SEWER IS CENTERED ABOVE OR BELOW THE WATERLINE WIN SEWER JOINTS AS FAR AS POSSIBLE FROM WATER JOINTS: 2) THE SEWER PIPE MUST BE CONSTRUCTED TO WATER MAIN STANDARDS FOR A MINIMUM DISTANCE OF 20 FEET EITHER SIDE OF THE CROSSING M A TOTAL OF THREE PIPE LEMONS. WHICHEVER IS GREATER: 3) THE SECTION CONTRUCTEO TO WATER MAIN STANDARDS MUST BE PRESSURE TESTED TD MAINTAIN W PSI FOR 15 MINUTES WITHOUT LEAKAGE PRIOR TO BACKFILLINC BEYOND ONE FOOT ABOVE THE PIPE TO ASSURE WATERTIGHTNESS: 1) WHERE WATER MAIN CROSS'S UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO ME WATER MAIN. TAPPING VALVE J WM "MEGA -LUG' RETAINER (RAND OR APPROVED EQUAL TAPPING SLEEVE-VX/rF }/{" CORPORATION IN FWST LENGTH, .,�OR TESTING PURPOSES TYPICAL .SEWER - WATER SEP AWTB %-3//" CRUSHED STONE BEDDING NOTES: ' MIN. 12" PACK 1. TAPPING SLEEVE AND VALVES ON CYO TRANSMISSIONAIN M$ ARE TO MEET CHAMPLAIN WATER DISTRICT 'STANDARD SPECIFICATION FOR TAPPING SLEEVES AND TAPPING VALVES" LILTED NOVEMBER 1992. ALL OTHER TAPPING SLEEVES AND VALWS ARE TO MEET APPROPRIATE DISTRIBUTION SYSTEM SPECIFICATIONS. 2. WET TAPS SHALL BE PERFORMED BY PRE -APPROVED FIRMS ONLY. 3. ALL FITTINGS MAT ARE TO HAW CONCRETE PORED AROUND THEM ME TO BE WRAPPED WIN 1 MIL. POLYETHYLENE PRIOR TO CONCRETE PLACEMENT. 1. WHEN TMPINO COD TRANSMISSION ON", THE INDICATED OWNERSHIP DESIGNATION SHALL APPLY, S. EXISTINBE G ASBESTOS CEMENT WATERLINES MUST BE EXPOSED AMC ME OUTSIDE DIAMETER OF ME PIPE MEASURED PRIOR TO THE TAPPING SLEEVE BEING ORDERED BY THE CONTEACTOR. TYPICAL TAPPING SLEEVE AND VALVE D TA11 AT3 ALL FITTINGS ARE TO HAVE "MEGA -LUG' RETAINER GLANDS OR APPROVED EQUAL COP U-CATE VALVE OR 3/1" CRUSHED STONE SEDDNG_j MJ WIN 'MEGA -LUG" RETAINER MIN. 2" MUCH GLANDS OR APPROVED EOUAL TYPICAL END OF LINE PIPE ANCHOR Ale WATER NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WIN THE "SPECIFICATIONS AND DETAILS FOR ME INSTALLATION OT WATER LINES AND APPURTENANCES FOR ALL WATER SYSTEMS OWNED BY ME CHAMPLAIN WATER DISTRICT. ME CITY OF SOUTH BURLUNGTON, COLCHESTER FIRE DISTRICT #I. AND ME VILLAGE O AMCHO. 2, ME SOUTH BURLINGTON WATER DEPARTMENT SHALL BE NOTIFIED PRIOR TO BACKRUING TO INSPECT ALL JOINTS. FITTINGS. MAIN LINE TAPS, APPURTENANCES, AND WATER LINE CROSSINGS. 3, CONTRACTOR SHALL PROVIDE AS -BUILT LOCATIONS OF ALL WATER SYSTEM COMPONENTS TO ME ENGINEER UPON COMPLETION ••••w• IaRI rXUJLLI WILLpuenAq DRAWING TITLE Survey Scale _ DATE REVISIOI : � OF ,Ve �. --- --- gY Be* Ronald L Hamlin wo PIZZACALLI PROPERTIES, LLC MOUNTAIN VIEW BUSINESS PARK � AP + ✓PK of-25o DATE REVISION BY �:° : = ConS7/lt2 ng (k P.O. BOX 2009 HINESBURG ROAD �NQ. MIT W WATER DETAILS IMaWO JPK BATE REvista By SO. BURLINGTON, VERMONT 05403-2009 SOUTH BURLINGTON. VERMONT gGN o "I., Checked GF'nginE2T5 , ➢o.hg DATE REVISION BY , A� SAD; "w,��� to RFH 18NS PNw.+y S!»el B 03129/O2 REVISIONS PER S.B. WATER DEPT. JPK 03/06 2 �''T's ✓nralsQYA Y rmPWl DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 May 15, 2002 Robert Bouchard Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Re: Final plat application, #SD-02-15, of Pizzagalli Properties, LLC Dear Mr. Bouchard: Please find enclosed the Findings of Fact and Decision of the Development Review Board approval on April 16, 2002. The final plat plan shall be recorded in the land records within 90 days or this approval is null and void (8/5/02). If you have any questions, please give me a call. Sincerely, Stephanie A. Smith Associate Planner 1 1 MOUNTAIN VIEW BUSINESS PARK OFFICE BUILDING AND PLAT PLAN STREET TREES I I KEY BOTANICAL NAME COMMON NAME CITY SIZE REMARKS TREES I I AR Acer rubrum'Armstrong' Armstrong Red Maple 12 2 12-3' Cal. BBB, 6' Branching Ht. (Min.) I I GD Gymnocladus dioicus Kentucky COReetree 13 2 12-3" Cal. BBB. 6' Branching Ht. (Min.) LT Linadendron lulipifera Tuldree 12 2 12-3* Cal. B&B, 6 Branching Ht. (Min.) PC Pyrus calleryana'Bradforcr Bradford Caaery Pear 10 2 12-3' Cal. B&B. 6' Branching HL (Min.) PGa Plpea glauca White Spruce 10 6-T BBB, Full PGb Picea glauca White Spruce 6 8.10' BBB, Full OR Quercus rubra Red Oak 8 2 12-3' Cal. B&B, 6' Branching Ht. (Min.) \ 1 F1 ` EXISTING SHRUBS BARN FA Euonyrnus alatus'CompacWs Compact Burning Bush 112 24-30" B&B. Plant 30' o.c. / I 1/ p I 1 XISTING EXISTING �/// / EwsnNc � �� I 1 RUSSELL TILLEY �_• I * 1 4 XI N/FED k� 1 r EXISTING 1 I 1 1 \ BARN \1 11 1 I w , \\\ EXISTING POND.. N \ If `FI \\ f, /40 41 w t 1 \ 1 it l 1 \ 1 It I O \q I 1 &OR ipp z PC i i 1 1\ 1 \ \ \ \ \\\ \\\ \� \\TILLEY FAMILY \ I I I ✓rL�'(\ / I I 1 1 1 1 1 \\ \\ \ LIMITED PARTNERSHIP w o N/F 6-GD EA PROPOSED ) ■■t ' \\\ 1111 \ \\ OFFICE BURDING s R .` ! f LQr A(STREET ie2T EA S� EA 4-PC \ 20 l I I 1 \ \ \ \ \ 1 \ 1 / \\ S 2-PGa PGb— \\\\ 1\ \ 1-PGb 1111 \ 1 \\ \ \ i Pco1 11 I If 11 \ l \ A \ \ \ eu roc \ \ \ unpin ■ h%\, TO INESBUR \ \\ \ �V / / / / / / 1-PGb 41— u.r rs aws . 1E �J A WE AKOs CLASSII .cnwm STATE OF VERMONT — INTERSTATE 89 -Mina— MOUNTAIN VIEW BUSINESS PARK OFFICE BUILDING South Burlington, Vermont SE GROUP planning & design 156 College street Burlington. VCneem O5401 phonr. (802) 862.0098 fu: (802)865-2440 _.iegrp.cam !AGALLIPROPERTIES DEVELOPER 50 Joy Drier South Burling., VT OM02 802fi584100 HAMLIN DONALD L. ISULTING ENGINEERING 136 Pcarl S— E-3 VT 05452 82 0-878-3956 suak: I"=40 Dare: o2esio2 Drawn By: MKW Ck&M By: MKW Rev u«P.— .la.o1 o.cv r Rc. Cwaun m.�dd.�u ue d d ��idab Wen uoo .loa' be mtw Tilk PLANTING PLAN GRAPHIC SCALE sn Namk n 40 0 20 40 80 160 L1.0 Scale: Pr jccr Numhcr: Fik: DEVELOPMENT REVIEW BOARD MEMO April 16, 2002 MEETING of amending the location of a previously approved berm at the south end of the property to avoid wetland impacts. This project is located on Hinesburg Road within the Mixed Industrial Commercial District. It is bounded by undeveloped land to the east, residential development on the south and commercial development on the west and north. The only issues affecting this application are landscape changes. The previous approval included construction and landscaping of a berm to screen future industrial and commercial development from the residential units to the south (Ledge Knoll), construction of a 5 foot wide recreation path, and relocation. and naturalization of a drainage way through the southern portion of lot # 1, because of a previously, illegally constructed drainage way, 30 July1996 (minutes enclosed). The current application is to relocate berms to avoid wetland impacts (the illegally constructed drainage way is now considered a wetland) and no longer construct the "natural" stream corridor because it was never a viable option per the Army Corps of Engineers. 6) HOMESTEAD dDESIGN,Ill4C.-89 ?UMT PLANNED RESIDENTIAL DEVELOPMENT, 8951(DORS'ET STREET , The applicant has requested this item be continued to a future meeting (see enclosed letter from the applicant). This project consists of constructing 88 multi -family residential units in 27 buildings, and retaining one (1) existing building as a community building on 44.5 acres. A sketch plan for this property was reviewed on 5115/0land on 2/19/02. ` ) PIZZAGALLI PROPERTIES,Il..LC --TWO LOT SUBDIVISION,750 HINESB RG ROAD This project consists of to subdividing a 7.88 acre parcel into two (2) lots of 4.52 acres and 3.36 acres, 750 Hinesburg Road. This project was last reviewed for preliminary plat approval on 2/19/02 (minutes enclosed). This property at 750 Hinesburg Road lies within the Mixed Industrial and Commercial and Conservation Open Space Districts. It is bounded on the north by a residential lot (Tilley Farm), on the east by an undeveloped lot (Tilley Farm), on the west by Hinesburg Road and on the south by I-89. Access: Access to the proposed two (2) lots is via a 60 foot ROW off Hinesburg Road, shown on the South Burlington Official Map as a proposed city street. The portion of the street serving lot A should be constructed to city standards. Access to lot B (3.36 acre) is provided via a proposed 20 foot wide gravel drive within the same ROW. 6 DEVELOPNMNT REA VDEW BOARD NUM0 April 16,2002 MEETENG Lot size/Frontage: The lots meet the minimum lot size requirement of 40,000 sq. ft. for the I®C District. Lot A has 233 feet of frontage on Hinesburg Road. Lot B has 300 feet of frontage on the proposed road. The minimum requirement is 200 feet. Traffic Overlay Zone: This property is located in Traffic Overlay Zone 5 which allows the two combined lots to generate a maximum of 220 vehicle trip ends (vtes) during the p.m. peak hour. Recreation Path: The applicant is proposing an eight (8') foot wide recreation path within the proposed City ROW. South Burlington Water Department: The applicant should be aware that they must be in compliance with all South Burlington Water Department recommendation prior to obtaining a zoning permit. C.O. District: The survey plat and site plan show the C.O. District/wetland buffer. Landsc4piM The applicant should not propose street trees on top of the water main Lighting: The applicant should provide cut sheets of proposed street lighting. Other: The proposed street name is Tilley Drive. 81 HUBBARD CONSTRUCTION, MC.—AMENDMIE, ITT TO A FNAb,11�11 ATE GOLF COURSEROAD The project consists of amending a planned residential development for 296 residential units and an I 8-hole golf course. The amendment consists of converting three undeveloped single family lots into two single faintly lots, by dissolving the boundaries of lot # 121, Golf Course Road. This property at Golf Course Road is located in the Southeast Quadrant District. It is bounded on all sides by single family residential units. Access: Access is provided via a public road. Lot size/Frontage: The lot size and frontage of lots #120 and #123 are increasing with the dissolution of lot # 121. -) JON THAN TIBBETTS — SINGLE FAMMY DWELLING — VARIANCE This application consists of a request for a variance to construct a 56' x 27.5' single family dwelling with an attached 2 F x 2 F garage and 12' x 14' screened porch. The lot is currently undeveloped. The proposed structure would project 33 feet into the required 7 SOUTH BURLINGTON WATER DEPARTMENT April 15, 2002 Donald L. Hamlin Consulting Engineers, Inc. 136 Pearl St Essex Junction, VT 05452 RE: Mountain View Business Park South Burlington 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 The South Burlington Water Department has reviewed the plans and details, last revised 4/5/02, for the above referenced project. Please find my comments below. 1. The South Burlington Water Department Rules and Regulations states "all municipal water extensions, ...shall be extended to the furthest boundary line of the development property at a location within the City right-of-way or an easement providing for future extension of the system." The proposed water main for this project shall be extended to the easterly boundary of Lot B. 2. At the end of the water main a hydrant shall be installed. Just past the hydrant a main line valve, short stub, cap with "mega -lugs" and a poured thrust block shall be installed. 3. The proposed tree planting locations is not acceptable to this Department. Please relocate the trees so they are not above the water main. An acceptable location would be on the north side of the Bike Path. 4. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances and water line crossings. 5. The CWD tapping fee must be paid in full prior to the tap being completed, and all requirements of the Champlain Water District must be met during the tapping process. 6. Further changes may be required as this project proceeds through the permit process. This department shall be notified of any changes to this project with revised, updated hard copy plans sent directly to us for further review. 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. ASincly, Jay Nadeau Superintendent Cc. Stephanie Smith Plan review: Mtn View dr- Pizzagali property, revised .`).-� I.- �1 i-�., V ^� r--� � i�'��11� r---: 't•J Sl_� ar'�\J .�? J�,��J3� �J.71�^..L_Lj�jf-l.l.��✓�\,�!�L._(i{J�� l rpv`�� �(✓�,TJ�.{iEE'1'1 �'�„L,�IJ,-U .'. A'�_' �B V d sL-11, '1 G T 0-1 ,..� . A/ jl l�i5 -00 l .' ,L: S '2> '.`'46—fir 108 ' L'r'r' -7 : ('' 0 ) 84 —4 t 0 i i RUCCE C'NE:s L, OL DIRECTOR r 'T HOD/Lf S HUBBARD, CLF ASS'T DIRECTOR To: Ray Belair, Administrative Officer From: Recreation Path Committee Re: Homestead Design PRD The South Burlington Recreation Path Committee, at its meeting on April 1, 2002 reviewed the plans for the Homestead Design 89-unity PRD. The committee is concerned with the junction of the proposed and Dorset Street, which we believe will be unsafe. A safer alternative would be to run all traffic south, on a road built in the city right-of-way to the Indian Creek private road. On the Spear Street end, we request that the developer extend the recreation path north at least to the northern boundary of the property. *ke: RVzagalli Development. The committee just wants to confirm that the path will be constructed of asphalt paving and not concrete. MEMBEF(.: PARZ4 Ac,S+-jCIA '_OD�T-NAfIONAL RECREATION ANI) PARK ASSOCIATION DEVELOPMENT REVIEW BOARD MEMO February 19, 2002 MEETING and provided comments (see enclosed). They recommend a 10 foot path connection between Dorset Street and Spear Street and a path connection to the south. C. O. District: The C.O. District along 1-59 and 1-159 is shown inaccurately on the sketch plan. It is shown as a setback rather then a District boundary line. This should be corrected for preliminary plat. The wetlands should be delineated for preliminary plat if not already done. The wetlands indicated on the sketch plan do not show the required 50 foot C.O. District/ wetland buffer area around them. The preliminary plat plan must show this correctly. From what has been submitted, it appears that a significant amount of encroachment into the C.O. District/wetland buffer areas is proposed. Impact Fees: The applicant should be aware that school, road, recreation, and fire protection impact fees are required for this development pursuant to the South Burlington Impact Fee Ordinance. Traffic. The preliminary plat submittal should include a traffic impact study. 61 RUSSELL BARONE—CONDITIONAL USE APPLICATION-1759 SPEAR STREET This project consists of: 1) a request for conditional use approval to apply the R2 zoning criteria to a portion of lot #313, and 2) to apply the R1 zoning criteria to a portion of lot #3A.. This project at .1795 .Spear Street lies within the R1 and R2 Districts. It is bounded on the north, south, and west by single family dwellings and on the east by Spear Street. The proposed project complies with the stated purpose of the Residential 2 District "To encourage lower moderate -density residential use" and Residential 1 "To encourage low - density single-family residential use... in order to protect scenic views and cultural resources" and does not adversely affect: a) the capacity of existing or planned commuiuty facilities - no effect expected b) the character of the area affected - no adverse effect is expected c) traffic on roads or highways in the vicinity —the proposed use is not expected to affect traffic. d) bylaws in effect- the proposal is in conformance with the zoning regulations e) utilization of renewable energy resources- there is no utilization of renewable energy resources to be affected. f) general public health and welfare - no adverse effect expected 7) RUSSELL BARONE—FINAL PLAT APPLICATION-1759 SPEAR STREET This project consists of subdividing a 1.53 acre lot into two (2) lots of 1.02 and 0.51 acres, 1759 Spear Street. Preliminary plat was approved on January 22, 2002 (minutes enclosed). 67 DEVELOPMENT REVIEW BOARD MEMO February 19, 2002 MEETING This project at 1759 Spear Street lies within the Rl and R2 Districts. It is bounded on the north, south, and west by single family dwellings and on the east by Spear Street. Access: Access to lot 92 is by a 20 foot ROW off Spear Street with a proposed 16 foot wide gravel drive. The ROW widens to 30 feet to serve lots #3A and #313. The proposed gravel drive is 16 feet wide in front of lot 0A then 12 feet wide leading to lot ##3B. Section 40 1. 1 (k) (2) of the subdivision regulations requires all private roads be built to city standards with the exception of curbing and widths. This section does require aminimum width of 24 feet. This requirement is not being met. The Board waived this requirement as partof preliminary plat approval. Lot size/Frontage: Both proposed lots meet the lot size requirement for their respective districts if the Board approves the relocation of the Rl/R2 zoning district boundary. Neither lot has road frontage but all are served by a ROW. .Sewer_ The previously approved sewer allocation was for 450 gpd on lot #3_ The applicant requested an additional 480 gpd on December 20, 2001, and an additional 150 gpd on January 23, 2002, for a total allocation of 630 gpd. This allows for two four (4) bedroom homes on lot #3A and #3B as proposed. Impact Fees: The applicant should be aware that school, road, recreation, and fire protection impact fees are required for the development of lots #3A and #313 pursuant to the South Burlington Impact Fee Ordinance. Other. The sight distances for Spear Street should be indicated on the Final plat plan. Stormwater: The storinwater retention facility should be privately maintained by the homeowners. Bartlett Brook Watershed Protection Overlay District (BBW): This property is located within the BBW District. The applicant provided information for inclusion into the City° s stormwater hydrology computer model. A report was submitted from the City's consultant and the plans incorporate their recommendations. 8) PIZZAGALI PROPERTIES —PRELIMINARY PLAT-750 HINESBURG ROAD This project consists of subdividing a 7.86 acre lot into two (2) lots of 4.53 acres (lot A) and 3.34 acres (lot B). The sketch plan was reviewed on 12/18/01 (minutes enclosed). This property at 750 Hinesburg Road lies within the Mixed Industrial and Commercial and Conservation Open Space Districts. It is bounded on the north by a residential lot (Tilley Farm), on the east by an undeveloped lot (Tilley Farm), on the west by Hinesburg Road and on the south by I-89. Access: Access to the proposed two (2) lots is via a 60 foot ROW off Hinesburg Road, shown on the South Burlington Official Map as a proposed city street. The portion of the 6 10'1 PUB -LIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD Theouf urfi'8 _lington Development Review Boardwill hold a public hearing at the South Bur• lingion` City Hall, Confer- ence Room, $75 Dorset Street; South Burlinoton, Vermont on Tuesdayy April 16, 2002,' at 7,30 P.M. to consider' the fol- lowing: 1. Final plat applica6dn #SO-02-15 . of Mzagelii Properties, LLC to subdi- vide a 7,88 acre parcel into two (2) lots of 4.52 acres and 3.36 acres, 750 Hinesburg Road. 2. Final _plat <application #SD-02-21 of Farrell/Mo- If""g Development. Company; -LLC to amend a planned unit develop- ment consisting of: 1) a 95 room hotel, 2) 160 re- sidential units in four : (4) buildings; 3) a 130 unit congregate housing .facil- ity, 4 subdividing, two (2) Pcreels of 24.458 acres nto eight (8) lots; 5) a 90,000 sq. ft. building Which will include 11,000 sq. ft, of retail, .150 seat 7,500 sq. - it. restaurant, 70,000 sq. ft of general office, 2.500 sq. ft. of drive -In -bank, and ten (10) residential units, 6) a 7,200 sq. ft addition to an indoor recreational fa cilityy, and 7) an existing 16.000 sq. ft. television studio and office build- ing.. The amendment consists of: 1) relocating a utility but (PCH). 2) re- configuring the utility easement In connection with the PCH, and 3) subdividing Bacon ` Street from a lot #1;. Farrell Street. 3. Preliminary plat appli- cation #90-02.19 of Chamberlln-Mucklow` to amend a plan for a 17,036 sq. ft. retail build- ing. The amendment consists of developing the property Into a com- mercial warehouse com- plex consisting of: 1) converting the existing 16.050 sq. ft, building to a temperature controlled storage facility, 2) re- moval of existing- pole structures, and 3) cons- truct 36,800 sq.ft. of wa- rehousing, storage and distribution use in six (6) buildings, 123 ' Nest! Drive. 4. Application # VR-02- 01 of Jonathan Tibbetts seeking a variance from Section 25.00, Area, Density and Dimensional Requirements, of the South Burlington Zoning Regulations. Request is for permission to allow a 27.5 ft x 56 ft. single family dwelling with at- tached garage and screen porch to protect 33 feel into the required 25 foot side yard set- back requirements, 2 Bingham Road. S. Appeal #AO-02-02, of Robert J. Perry; `Trustee appealing the decision of the Administrative Offic- er to issue Notice of Vio- lallon #NV-02-07 alleging that land development (fi- lling) has taken place wi- thout zoning permit, 30 8 37 Economou Farm Road. Copies of the applica- tions are available for public Inspection at the South Burlington City Hall. John Dinklaae. Chairman South Burlington Development Review Board March 30, 2002 PC . * pizzagalli p r o p e r t i e s, I I c To: Ms. Stephanie Smith Associate Planner City of South Burlington 575 Dorset Street South Burlington, VT 05403 From: Robert Bouchard Date: April 9, 2002 Re: Mountain View Business Park Enclosed: TRANSMITTAL Quantity Description Code 5 Revised Subdivision Plan Sheet #2 Site Plan M 5 Revised Water Details Sheet #8 M 1 11" X 17" Sheet #2 & 8 M 1 Lighting Cut Sheet 1 Letter from Jeff Kershner of Donald L. Hamlin Consulting Engineers Describing all changes M Codes: A FOR INITIAL APPROVAL H FOR APPROVAL B FOR FINAL APPROVAL I AS REQUESTED OR REQUIRED C APPROVED AS NOTED - RESUBMISSION REQUIRED J FOR USE IN ERECTION D APPROVED AS NOTED - RESUBMISSION NOT REQUIRED K LETTER FOLLOWS E DISAPPROVED - RESUBMIT L FOR FIELD CHECK F QUOTATION REQURESTED M FOR YOUR USE G APPROVED N SEE REMARKS Remarks: Dear Stephanie; Pursuant to your memo of April 3d, 2002. Enclosed please find the revised site plan and detail sheet for the above referenced project. Please contact me with any questions; A ngerely; Bob Bouchard. 50 Joy Drive, P.O. Box 2009, South Burlington, Vermont 05407-2009 Phone: (802) 658-4100 Fax: (802) 651-1307 Please Reply to: P.O. Box 9 Essex Junction Vermont 05453 April 8, 2002 I 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 05403-2009 136 Pearl Street Essex Junction, Vermont 05452 Re: Mountain View Business Park (Tilley) Dear Mr. Bouchard: Tel. (802) 878-3956 (802)878-5123 Fax (802) 878-2679 Please find enclosed six 24"x 36" and two 11 "x 17" copies of the revised plan sheets for the above referenced project. The majority of the revisions were made in response to the comments received from the South Burlington Water Department. Below is a brief summary of the revisions. • Note #7 was added to Sheet 2. • A water service for Lot B (for future use) was added to Sheet 2. • A 6" end cap and thrust block were added to the end of the Lot A water service on Sheet 2. • The CO district boundary, wetland buffers, and setbacks were shown on Sheet 2. • The 911 street numbers for each lot were added to Sheet 2. • The details shown on Sheet 8 were revised as requested. At your request, we have enclosed a copy of the catalog cut sheet for the proposed light fixture. Also enclosed is the completed CWD tapping application for your review. Upon your approval, we will forward it to the South Burlington Water Department, as required. Please feel free to contact me if you have any questions or need additional information. Respectfully, J fr y K rshner, P.E. roj ct Engineer Enc. WATER SUPPLY AND DISTRIBUTION SUBDIVISIONS TRAFFIC STUDIES WASTE WATER COLLECTION AND TREATMENT SKI LIFTS 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" 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) Candlepower distribution curve of 40OW MH 16' Area Cutoff Floodlight. 100 W W -0. 20 0 20 4060' W' 1W 40 i2& - 1 00 W OS W a , 1 40, _. 0 2or .. _. e a e 20' e 40 Y1' N. W% 122 A 1 0m A' 121 1119 24.4 VjA BO Ba W 40' 20' 0' 20, 4o' W 80, 24.4 60' 18.3 40' ,2.2 20' r 6.1 0• Om 20' 6.1 40' ..... .. _...:. _.... 12.2 Sol.... .. ....... ......._. . 18.3 80' 24.4 18.3 122 &1 Om &1 122 183 24.A 24.4 Isofootcandle plot of 175W MH Area Cutoff Floodlight at 15' (4.6 m) mounting height, 0' filt above horizontal, with backlight shield located for backlight cutoff. Isofootcandle plot of 40OW MH Isofootcandle plot of 1000W MH Area Cutoff Floodlight at 25' (7.6 m) Area Cutoff Floodlight at 30' (9.1 m) mounting height, 0* tilt above horizontal, mounting height, 0' tilt above horizontal, with backlight shield removed. with backlight shield removed. OrderAC SA 1 1 Housing Wattage/ Catalog Mounting Code Size (sq.) Lamp- Number (Insert Code a1 in Catalog ff) 12' 125W PSMH MAC'612-D 1 = 1-1/2' Close Pole Mount 12" 15OW PSMH MAZ615-M 2'= 6' ;Extended Pole Mount 16, 200W PSMH AC'620-M 3 = 2" Adjustable Fitter 16' 25OW PSMH AC'625-M 4 = Yoke Mount 16, 300W PSMH AC630-M 6 =112' Adjustable Filter 16' 32OW PSMH AC'632-M (12" housing only) 16" 35DN PSMH AC'635-M K = Round Tube Off -Center 16" 40DW PSMH AC'640-M Tenon Mount (16" housing only) 12" 5OW MH MAC'405-D (For 2.3/8' or 3" O.D.) 11" 70W MH MAC_'407-D M = Round Tube Off -Center 12' 10OW MH I.A�U'41C•D Direct Mount (16" housing only) 12" 175W MH MAC4417-M (Direct Fitter for 4" sq. pole) 16" 175W MH AC417-M W = Wall Mount 16" 25OW MH AC'425-M (Backlight Shield is standard) 16" 40OW MH AC,'440-M 8 - Without Mounting (hardware) 22' } 1000W MH AC'499-M 12" 35W HPS MAC'.503-1 NOTE: When using multiple 22' sq. 12" 50W HPS MAC'S05•D housings at 90' configuration, a special 12" arm is required; consult factory for avaitabilit) 12" 70W HPS MAC7507-M and pricing. 12' 1DOW HPS MAC'.510-M 12' 150W HPS MAC4515-M 16' C 25OW HPS At525-M 16' 400W HPS AC'54D-M 4) Reduced envelope lamp. ED28 for 320-40OW PSMH and 40OW MH; BT37 for 1000W MH. Options: (Factory -Installed) Change Add After Description Suffix To Suffix 277V Energy Saving Ballast (ESB) (150 4Dow Psmti only) 27 120V Reactor ballast (50-15OW HPS 12' housing only) 1 480V ballast120D-4m PsmK 175•-1oww MH & 70-400w HPs Only) 5 Ouad-volt ballast (125W PSMH & 50-10OW MH only) M Tri-volt ballast (200-4DDW PSMH, T 70-40OW MH & 70-40OW HPS only) (Canada only) Single Fuse (277V ESB, 120V, 277V or 347V) 27, 1, 2 or 6 F Dual Fuse (208V, 240V or 480V) 3, 4 or 5 F G2-Leve4 (251Y"PS-only}{12OV, 27TV or 347V) 1, 2 or 6 H Ouartz Standby (delay -relay type) (includes 10OW 0 lamp) In/a 277V ESB) 0 Button Photocell* (Factory -installed with all mountings other than 2' Adjustable Filter) NOTE: n/a on 10DOW w/120V; all 480V 27, 1, 2, 3, 4 or 6 P External Photocell* (Factory -installed) (Page 89) For fixtures w/1000W, 120V 1 P For fixtures w/480V 5 P Fixtures with factory -installed photocell and/or fuse supplied with single voltage ballast. 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 Wail Mount) Button Photocell (held -installed in fixtures M1112' Adjustable Fiver) Catalog fl For fixtures w/120V (n/a on 10DON/) PC-1 For fixtures w/208, 240 or 277V PC-2 For fixtures w/347V PC'6 Mountings...................................................... Page 71 Catalog Number LogicNoltage Suffix Key ........................... Page 73 Optical Systems ............................................. Pages 74-75 Accessories .........................:..........................Page 89 Mounting Alternatives......................................Pages 106-107 Mounting Brackets.........................................Pages 108-109 Poles....................................................Pages 110-113 2•Level.-Option460W HPS only)............................Pages 180-183 At's Choice (See page;3'forexplanation) 83J To: Applicants From: Stephanie Smith, City of South Burlington RE: Project Staff Notes Date: April 3, 2002 Re: Final plat application of Pizzagalli Properties, LLC, 750 Hinesburg Road Overview: Final plat application of Pizzagalli Investments to subdivide a 7.88 acre parcel into two (2) lots of 4.52 acres and 3.36 acres, 750 Hinesburg Road. Issues: • Cut -sheets for street lights should be furnished by the applicant to staff for approval. ■ The site plan should be revised to show the C. O. District along I-89 (150 feet) and C. O. District/wetland buffers around all wetlands (as is shown in the survey plat). The site plan should also have the E-911 addresses. Completeness of Plan: The applicant has submitted sufficient information for Development Review Board to consider the application with the above exceptions noted. Please provide additional information by April 9, 2002. Recommendation: Staff recommends this application be authorized to proceed for final plat consideration at the April 16, 2002 meeting. 575 Dorset Street Phone: 846-4106 Fax 846-4101 To: Mr. Bob Bouchard From: Stephanie A. Smith Fax: 651-1307 Date: April 4, 2002 Phone: Pages: 2 Re: CC: Re: Final plat application of Pizzagalli Properties, LLC, Hinesburg Road Dear Mr. Bouchard Please, also find attached the preliminary comments on the above referenced application. The project is currently scheduled to be considered by the Development Review Board on April 16, 2002. If you wish to respond to these comments or submit additional information, please do so no later than April 9, 2002. Please be sure that someone is at this meeting to represent your application. If you have any questions, please feel free to give me a call. Sincerely, l Stephanie A. Smith Associate Planner City of South Burlington, Planning & Zoning DIEATI,�Ti T'' Old�l 11a1`1CT ZJ01 i 1 TIG 575 DORSE'T' STREET SOT rT D E.,T; UNG T OI\i, 'IET' MOTI1T 05403 (802) 846-4106 EA � (302) 846-4101 Penilit ;dumber SD-__oz- I PLICATICR"T FOR FITN. SUBDI 11S)IO T PLAN` -VIEW All infon-nation requested on t1115 application ;-lust lie 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 dER OF RECORD (-Name as shown on deed. -nailing address, phone and fax #) Pizzagalli Investment Company - Successor by merger to Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 0540'3 Tel# 658-4100 Fax# 651-1307 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 215 Pages 111-113 3) APPLICANT (Name, mailing address, phone and fa'. #) Pi zzagal l i Rn perti ag, Lj,r 50 Joy Drive South Burlington, VT 05403 Tel # 658-4100 Fax# 651-1307 a) CM, AC T PERSON (Name, mailing address, phone and fax #) Robert Bouchard Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Tel#658-4100 Fax#651-1307 5) PROJECT STREET ADDRESS: 750 Hinesburg Road 6) TAX PARCEL III # (can be Obtained at Assessor's Office) 0860-00750.L 7) PROJECT DESCRIPTION R C C c / a) Existing Uses on Property (including description and size of each separate rise) e �' D None AR � lago b) Proposed Uses on property (include description and size of each new useand existing uses 2 rernain) Commercial Office Building r) c) Total building square footage on prc�pert4r ro ose buildings and existing buildings to remain)` Proposed 30,000 sq. ft. No existing buildings on site. d) Height of building & number of =ls ors roiose buildings and :tNisting buildings to remain, specify if basement and mezzanine) Proposed building height - 28' Two (2) floors No basement or mezzanine. 0 NIumber of .residential units (if applicable, new units and existing units to remain) N/A -f I, 1 z ber offemployees & yompal%% vehi ics (C< i.-Sayan and V14Jyl oscd, _note dolfruce versus non-osii3Ce ernlJlc;eeS�; Estimated number of employees 100. Company vehicles unknown. 143 parking spaces proposed. �) Other (list anrT D'sl'ier miorma on -CC i, ' ent t-0 this application not specifically requested ,above, please note if Cveriay Districts are applicable): The proposed building will have access onto Hinesburg -Road via a deeded 60' R.O.W. controlled by the City of South Burlington. 8) LOT COVERAGE a) 'Building. Existing 0 % Proposed 7.6 No b). Overall (building, parse, outside storage, etc) Eidsting 0 _% Proposed 33.4 % c) front yard (along each sweet) E 6sting 0 °fo Proposed 14.9 9) COST EE I TE 3 a) Building (including interior reno=rations): b) Laadscapat-: 30,000 2,250,000 c) Other Site improvements (please list with 00st): New entrance drive totaling over 620 linear feet, built to city specifications including pavement, curbing, stormwater system, utilities, fire hydrants and a recreation path - $500,000. Stormwater retention on site - $75,000. Wastewater pumping station with approximately 1,500 linear feet o orcemain - Z�Zuu, a) Average J' a C for entire property {i11 and otzt): 330 VPD 50% in 50% out b) AM Peals hour for entire property (in and out): c) RNI. Ptmk hour for ent =perty (In and out),-. 47 VPH 88% in 12% out 45 VPH 17% in 83% out i. l) PEAK HOURS OF 0P 'TI4�T: 8 : 00 am - 5 : 00 12) PEAK DAYS OF 'QPEILkU N: Monday - Friday 13) ESTEV LA-TE-T.-�-P-P O --FCT COIVIF'I�ET-ION ID,.A-' 'E: May 1, 2003 3 4) PAS AND FEE Plat plans shall be submitted which. shows the inf—m-notion listed on E..hibit A attached. Five (5) reguiar size copies .and one reduced copy (I I " x 17") of the plans must be submined. A subdivision application fee shall be paid to the City at the time 3f submitting the final plat application {see Eidn it �). LtI -U BS TI A 9- NAL PL�k'T T"he followwing information �imust be shown on the plans. Please submit live (5) copies and one reduced Copy (11 " x 1 i °) of the plan. Failure to provide the following information will result in your application being rejected and a delay in the review before the Development Review Board. If submitting a final plat amendment, please submit only pertinent information. Please provide (on separate sheet) a list of all abutters to the project property and mailing addresses. Complete survey of property by a licensed land surveyor drawn to scale (20 ft. is preferred). =game, license number, seal, and contact number of licensed land surveyor & date prepared. Survey data (acreage, property lines, zoning boundaries, watercourse, base flood elevation, etc.) Location of easements, public lands, r. o. w.s, sidewalks, and public or private street (w/names) Five foot contours (existing and finished) �f Location and siz4 of any existing sewers (including septic tanks) and water maims, culverts and drains on the property to be subdivided. Location; names and widths of existing and proposed streets, private ways, sidewalks, curb cuts, paths,easements, parrs, and other public opens spaces. �l Numerical and graphical scale, date last revised, and north arrow. ,e' Details of proposed connection with existing water supply or alternative water supply. f� DelaiL of proposed connection with the existing sanitary sewage disposal systern or .adequate provisions for on -site disposal of septic wastes, retails of -,,;tQ-TM IVater faeiiities in the forte Of a drainage pi -an, Details of all proposed bridges or culverts. 1zf Location of temporary markers. �! All parcels of land proposed to be dedicated or reserved for public use and associated conditions. o A list of waivers desired (if any). pl Development timetable (including number of phases and start and completion dates). o A report addressing planned residential/unit development criteria of the .Zoning Regulations. ,e Proposed landscaping schedule (number, variety and size). Location of abutting properties, fire hydrants, existing buildings, existing landscaping ps Number and location of parking spaces ( see Section 26.25 of the Zoning Regulations) p� Number and location of handicapped spaces (see Section 26.253(a) of the .Zoning Regulations) fa' Lot coverage information. Building footprint, total lot, and font yard Exterior lighting details (cut sheets). All lights should be downcasting and shielded. Dumpster locations (dumpsters must be screened) pl Bicycle rack as required under Section 26.253(b) of -the zoning regulations ff restaurant is proposed, provide number seats and square footage of floor area provided for patron use but not containing fixed seats APPLICATION FEE ❑ Final flat Application $ 0,85.00 * nchic s $10, 00 recording fee A T hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of any lnowledp) NATUR F OF APPLICANT ----- /57 / -e, - ff,,vyt � -- Z -y�.vj SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUENESSION: J r� 1 have reviewed this final plat application and find it to be: K,mplete 11) ❑ Incomplete 4, Zoning or Designee a�L q PC ". >. pizzagalli properties, 910 TRANSMITTAL To: Mr. Raymond Belaire Zoning Administrator City of South Burlington 575 Dorset Street South Burlington, VT 05403 From: Robert Bouchard Date: March 7, 2002 Re: Mountain View Business Park — Hinesburg R Enclosed: RECE/v MAR _ 8 �082 City Of SO. Surfin 9torr Code -Quantity.Descrit3tion 1 Executed Application for Final Subdivision Plat Review M 5 sets Revised Boundary Plat with Site Details Roadway Details, Force main and Waterline Details Pump Station Details, Water, Sewer Erosion & Stormwater Details Revised Landscaping Plan M 1 1 set 11' X 17" M 1 Fee Check # 115902 for $85.00 M __Application Codes: A FOR INITIAL APPROVAL B FOR FINAL APPROVAL C APPROVED AS NOTED - RESUBMISSION REQUIRED D APPROVED AS NOTED - RESUBMISSION NOT REQUIRED E DISAPPROVED - RESUBMIT F QUOTATION REQURESTED G APPROVED H FOR APPROVAL I AS REQUESTED OR REQUIRED J FOR USE IN ERECTION K LETTER FOLLOWS L FOR FIELD CHECK M FOR YOUR USE N SEE REMARKS Remarks: Dear Ray: Enclosed please find an executed application and the revised plans for Final Subdivision Plat Review of our Mountain View Business Park property off Hinesburg Road as requested. Please do not hesitate to contact me with any questions. Sincerely: Bob Bouchard. 50 Joy Drive, P.O. Box 2009, South Burlington, Vermont 05407-2009 Phone: (802) 658-4100 Fax: (802) 651-1307 r-ed da -A— `d x uS ) 4*c) gal ha ra hics® p 9 p Printshops Of The Future 370 Shelburne Road • South Burlington, VT 05403 (802) 652-4666 • Fax: (802) 652-2532 US530@alphagraphics.com • www.alphagraphics.com/US530 Hours: Mon. - Fri. 8:00 a.m. - 6:00 p.m. SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 March 15, 2002 Donald L. Hamlin Consulting Engineers, Inc. 136 Pearl St Essex junction, VT 05452 RE: Mountain View Business Park South Burlington The South Burlington Water Department has reviewed the plans and details, last revised 1/10/02, for the above referenced project. Please find my comments below. 1. All construction drawings and plans shall have a note saying "All work to be performed in accordance with the Specifications and Details for the Installation of Water lines and Appurtenances for all Water Systems Owned by the Champlain Water District, the City of South Burlington, Colchester Fire District #1, and the Village of Jericho. 2. Details shall be corrected to be those from the above referenced specifications. Specifically, concrete shall not be poured under any gate valves. Instead the valves shall be encased in crushed stone, per the specifications. Also, all joints shall be restrained with "Mega -Lug" or approved equal restraining glands. I have enclosed copies of our details for those shown in your plans for your use. 3. Eight -inch water pipe shall have no less than three (3) brass wedges installed at each joint. Detectable underground marking tape or equal is not required. 4. All hydrants shall meet the aforementioned specifications, and a hydrant flag shall be supplied with each hydrant. Hydrant drains shall have all drains plugged prior to installation. 5. The end of line pipe anchor detailed in the plans shall not show threaded rods and nuts. Instead, the cap shall be secured with the use of "Mega -lug" or approved equal restraining glands with a poured thrust block. Concrete shall not be poured under the pipe between the valve and end cap. 6. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances and water line crossings. 7. I have enclosed a copy of the CWD tapping application for the proposed tap on the CWD 24" transmission main. Please complete boxes 3 thru 12 and return to this department for approval. The tapping fee must be paid in full prior to the tap being completed, and all requirements of the Champlain Water District must be met during the tapping process. 8. Further changes may be required as this project proceeds through the permit process. This department shall be notified of any changes to this project with revised, updated hard copy plans sent directly to us for further review. 9. 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, fay Nadeau Superintendent Cc. Stephanie Smith Enc. 41ot I ExST 1 Z I SHED I � �< / 1 I EBIARNG I � 1 I 1 I LANDS OF jl, RUSSELL R. 71LLEY LU 11 / VOLUME 436. PAGE 433 ~ E BIST ARN 4 (REMAINDER OF PARCEL NO. 1 1 O I / MAP VOLUME �197, PAGE 65) � D_ 1 1 GARDEN PENCE SO FOOT WIDE RIGHT-0E-WAY FOR ACCESS Z / 1/ / EXISTING AND UTILITIES GRANTED TO PLZZAGAUJ COMPANY (NOW EU-GAM PROPERTIES INVESTMENT q BY Q// I I , I % POND WARRAN`f DEED DATED JANUARY 27.1986-0 S , I RECORDED IN VOLUME 215, PAGE 111 (ALSO SEE DEEDS RECORDED IN VOLUME 211, Ar PAGE 143 AND VOLUME 188, PAGE 1M) DRIVEWAY / W e P� MOUNTAIN VIEW BUSINESS PARK OFFICE BUILDING KEY BOTANICAL NAME COMMON NAME OTY SIZE REMARKS TREES GT Gledllsla tnucanthos'Shademaster' Shademaster Honeylocust 13 2 112-3" Cal, B&B, 6' BranChing Ht. (Min.) GD Gymnocladus docus Kentucky Coffeelree 12 2 112-3" Cal. B&B, 6Branching Ht. (Min.) OR Quercus rubs Red Oak 8 2 112-3" C.I. B&B, 6' BranChing HL (Min.) FOUND 34' STEEL PIPE / 1.5' EAST OF CENTERLINE OF STONE FENCE ml� IZ + 88712 8)°11 E R 1-RESIDENTIAL IPERACRE — — uc eD 'USTRIAAND coMMERaA -Ic` -GD `\ T I L L E Y DRIVE I T-GT I / / i If _GT + _ s90.60' I III + + e7°nns•E `^' +. / j I l I j EDGE OF SITUMINOUB 01 I / 1 I \ li — CIDc�lR�onownv y I f 1 1 i I / .,,,I / W I \ .,I 1 I _-- I / l 1 / I aoo3r—/--;--- — 2 30 FOOT WIDE COST TO ACCESS AND / , ( lr0 FOO S EASEMENT EMENT TO BE ESTABLISHED I I / ouARD FALL (rYPICA.> Gy 1/0 1 I I �cOAq., LOT \A (STREET PORTION OF4.52 VOLUME 215, PACE 111\\\ I /l j IfI ES td rosy?aa s I .: 1 sass INIf N. \ LiOT 8 (STREET #11g 1 I I I H PORTION OF �OLUME 215, PAGE 11/I / // 1 436 ACRES l \ w\ / / \ MEANDERS A.ONG PROPERTY LINE / I I \ I 1 / cu-c E °IND� I I I I \�\ If / FOUND e X e VAOT \ \I B�M I CONCFtETE I I T I LAN STATE ODS OF F VERMONT \/ / // I // / 50 FOOT WIDE DRAINAGE I I I I I \ / EASEMENT TO BE ESTABLISHED INTERSTATE 89 VOLUME 48, PAGE 489 R 11a•9.ts \/ � �I I I I I 96 1, A �\ C1A33111 WETLAND\ --4 I Il q I C C BEARING =N69'a2't 0'w '"sue GRAPHIC SCALE LINE AS SURVEYED BY OTHERS 40 0 20 40 FO IN) (SEE NOTE i) n=o1°aazr � iiiA `\ I R=11359.16' i L T = 165.63' L=33163' Seal, 1-40' C = 331.62' C BEARING =N 70'57'03- W / EDGE OF BRUSH AND TREES (HEDGEROW) LANDS OF TILLEY FAMILY LIMITED PARTNERSHIP VOLUME 388, PAGE 189O. (PARCEL N3 MAP VOLUME 197, PAGE 65) MOUNTAIN VIEW BUSINESS PARK OFFICE BUILDING South Burlington, Vermont SE GROUP planning & design 116 C ,11ngn Slant Nnrliny.R,n. Vnrnn,nl 054 U ph��nc:(802) S62u'408 I'ax: (W2) 901-2k ) www s�grp u, n PIZZAGALLI PROPERTIES DEVELOPER 50I„y Dda Suwh Burlmgl-, VT 05402 802 6584100 HAMLIN DONALD L. SULTiNG ENGINEERING 136 P—I S,ece1 VT 0545E 820-8783956 Nnrlh x1¢ 1"=40' A Dmn. 12,25'12 Drawn 11, MKW C'hakul By MKW iyop DES' �?ff0� 4% �I PROPERTIES, LUC wlv�'�cRS 39 FOOT WIDE SEWER EA . VOLUME 215, PAGES 109 & 111 Tills PLAT PLANTING PLAN Sheet NumAcr: \ I,1.1 Pn�jttt Nnmhcl': I-ilc: CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 April 4, zooz Mr. Robert Bouchard Pizzagalli Properties, LLC 5o Joy Drive S. Burlington, Vermont 05403 Re: 75o Hinesburg Road Dear Mr. Bouchard: Enclosed, please find a copy of the minutes from the February 19, zooz Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, Raymond J. Belair Administrative Officer Encl./Td DEVELOPMENT REVIEW BOARD 19 FEBRUARY 2002 PAGE 7 8. Preliminary plat application #SD-02-06 of Pizzagalli Properties, LLC to subdivide a 7.88 acre parcel into two lots of 4.52 acres and 3.36 acres, 750 Hinesburg Road: The applicant indicated they have been to the Development Review Board with a sketch. The plan has also been looked at by the City Engineer. The only input they haven't gotten is from the Rec Path Committee. They met with the city's arborist regarding landscaping. He asked them to remove and replace the Norway maples with a variety of other species on both sides of the proposed drive. The drive will also have a new name, possible Mansfield Drive. Mr. Boucher asked about a traffic study. Mr. Belair said that will be more appropriate when they have a site plan. Mr. Cameron moved to approve preliminary plat application #SD-02-06 of Pizzagalli Properties, LLC, subject to the stipulations in the draft motion of 19 February 2002. Ms. Quimby seconded. Motion passed unanimously. 9. Sketch plan application #SD-02-04 of Omega Electric Construction for a planned unit development consisting of: 1) three buildings totaling 63,200 sq. ft. for warehouse, storage and distribution use, and 2) an 8,250 sq. ft. building for general office use on 9.89 acres, 65 Shunpike Road: Mr. O'Leary showed the location of the property. There is a 65 ft. right-of-way to Kimball Avenue. Potash Brook is on the west side of the property and has a 50 foot CO buffer. They do not propose any impact on the CO District. The plan is for 4 separate buildings and a total of 71,450 sq. ft. One building would be an office use, and the other 3 would be mixed office -warehouse use. 191 parking spaces are required and they propose 193. They are asking for 2 waivers: one to have only 63 feet of frontage and the other for the 50 ft. PUD setback. They will have a 65 ft. setback where the property abuts residential uses. Municipal water and sewer will be used. Storm water will be treated on site. Mr. Belair reviewed the history of the subdivision. Because the latest subdivision was never recorded, the plan reverted to the last recorded plan. This is why the address still shows as Shunpike Road. It will be changed to Adelphia Drive eventually. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 April II, 2002 Mr. Bob Bouchard Pizzagalli Properties, LLC 50 Joy Drive S. Burlington, Vermont 05403 Re: 75o Hinesburg Road Dear Mr. Bouchard: Enclosed is the agenda for next Tuesday's Development Review Board meeting and my comments to the Board. Please be sure that someone is at the meeting on Tuesday, April 16, zooz at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. Sincerely, Raymond J. Belair Administrative Officer Encl./td CITY OF SOUTH BUR LINGTON DEPARTME1�7T OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 April II, 2002 Mr. & Mrs. Russell Tilley Too Hinesburg Road S. Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in the Burlington Free Press. 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 hearing is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-41o6 or attend the schedule public hearing. Sincerely, Raymond J. Belair Administrative Officer Encl./td MEMORANDIUM TO: Bruce O'N reation Director FROM: Raymond J. air, Administrative Officer RE Developmen Review Projects for Recreation Path Committee Review DATE: March 25, zooz The following projects will be reviewed by the DRB which involve recreation paths. Please review these projects with the Recreation Path Committee. O'Brien io7 Unit PRD On 4/2/02 the Development Review Board will hold a public hearing to review the final plat for this project. Pizzagalli Subdivision On 4/i6/02the Development Review Board will hold a public hearing to review the final plat for the two (z) lot subdivision and new public street project. Homestead Design 89 Unit PRD On 4/16/o2 the Development Review Board will review another sketch proposal for this multi -family development. CITY ENGINEER'S COMMENTS FOR2/19/2002 DEVELOPMENT REVIEW BOARD MEETING 1) DESLAURIERS SKETCH PLAN - a) THERE IS AN EXISTING WATER MAIN AND SEWER MAIN ON THE PROPERTY. THE PLAN SHOULD SHOW THESE UTILITIES. b) IF THE STREET IS TO BE A PUBLIC STREET THE PORTION BUILT TO SERVE HORIZON HEIGHTS DEVELOPMENT SHOULD BE UPGRADED TO CITY STANDARDS. C) THE 900 BEND IN THE ROAD SHOULD BE ADEQUATE FOR A VEHICLE SPEED OF 35 MPH. IT MAY NOT BE. THIS SHOULD BE CHECKED, OR MAKE IT AN INTERSECTION WITH STOP SIGN ON BOTH LEGS. d) ALL UTILITIES EXCEPT MUNICPAL WATER & SEWER) SHALL BE OUTSIDE OF THE 60 FOOT R. O. W. 2) OMEGA ELECTRIC CONSTRUCTION PUD SKETCH PLAN - a) THE POTENTIAL ACCESS TO ADELPHIA DRIVE FOR 3017 WILLISTON ROAD SHOULD BE COMPLETELY SHOWN ON THE SKETCH PLAN. b) THE SEWAGE PUMPING STATION SHALL BE PRIVATELY OWNED AND MAINTAINED. 3) HOMESTEAD DESIGN, INC. SKETCH PLAN - a) A DEAD END STREET SHOULD HAVE A TURNAROUND WITH A LARGE ENOUGH RADIUS TO A CCOMODATE A BUS. b) THERE SHOULD BE A SIDEWALK TO SERVE ALL THE UNITS EXTENDING TO THE BIKE PATH AND NOT REQUIRE THE RESIDENTS TO WLK IN THE STREET. C) STREETS SHOULD BE BUILT TO CITY STANDARDS. d) THE BIKE PATH IF POSSIBLE SHOULD COME UP THE CONNECTION TO INDIAN CREEK ROAD AND EAST ALONG INDIAN CREEK TO DORSET STREET. ...MORE COMMENTS BELOW MOUNTAIN VIEW BUSINESS PARK 1) PLEASE ADD 8 INCH STUB IN MH#3 POINTING NORTH. 2) A PLAN OF THE PROPOSED SEWAGE PUMPING STATION SHALL BE SUBMITTED FOR STAFF REVIEW. BARONE CONSTRUCTION, 1759 SPEAR STREET PLANS DATED 1 /4/02 PREPARED BY TRUDET I. ENGINEERING ARE ACCEPTABLE. r11- "Y OF SOUTH BURLINGTON DEPARTMENT OF PLANNE'\\IG & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 March 7, 2002 Mr. Bob Bouchard Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Re: Preliminary plat application #SD-02-06 of Pizzagalli Properties, LLC, 750 Hinesburg Road. Dear Mr. Bouchard: Please find enclosed the Findings of Fact and Decision of the Development Review Board approval on March 5, 2002. Please note the condition that a final plat application shall be submitted within 1.2 months. If you have any questions, please give me a call. Sincerely, Stephanie A. Smith Associate Planner 2/19/2002 MOTION OF APPROVAL DG�1Q% PIZZAGALI INVESTMENT COMPANY —PRELIMINARY PLAT APPLICATION, 750 HINESBURG ROAD I move the South Burlington Development Review Board approve preliminary plat application #SD-02-06 of Pizzagali Investment Company to subdivide a 7.86 acre lot into two (2) lots of 4.53 acres (lot A) and 3.34 acres (lot B), 750 Hinesburg Road, as depicted on a plan entitled "Boundary Plat Showing Subdivision of Lands of Pizzagali Properies, LLC Hinesburg Road South Burlington, Vermont " prepared by Donald L. Hamelin Consulting Engineers, Inc., dated 1/21/02, with a revised date of 2/8/02, with the following stipulations: 1) All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2) Prior to issuance of zoning permit for the first lot or start of utility or road construction, all appropriate legal documents including easements (e. g. , irrevocable offer of dedication and warranty deed for the proposed public road, and utlity, sewer, drainage, and water, etc.) shall be submitted to the City Attorney for approval and recorded in the South Burlington land records. 3) Prior to start of construction of the improvements described in condition #2 above, the applicant shall post a bond which covers the cost of said improvements. 4) In accordance with Section 301.5 of the subdivision regulations, within 14 days of completion of required improvements (e.g., roads, water mains, sanitary sewers, storm drains, etc.) the developer shall submit to the City Engineer, "as -built" construction drawings certified by a licensed engineer. 5) The plat plans shall be revised prior to final plat submittal as follows: a) The plat plans shall be revised to include a street name approved by staff. b) The plat plans shall be revised to incorporate the recommendations from the City Arborist regarding street trees. c) The plat plans shall be revised to remove all site plan information, as this is not a site plan request. d) The plat plans shall be revised to include details of the proposed sewage pumping station. e) The final plat plans shall include street numbers for the new lots based on the E- 911 addressing system. 6) The Development Review Board approves a sewer allocation 1,500 gpd. The applicant will be required to pay the per gallon fee prior to permit issuance. 7) The applicant shall post a landscape bond, in an amount to be determined at final plat, for street trees prior to start of road construction. This bond shall remain in effect for three (3) years to assure that the landscape has taken root and has a good chance of surviving. 8) The final plat application shall be submitted within 12 months. PA CITY OF SOUTH BU LINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 February 13, zooz Mr. Robert Bouchard Pizzagalli Properties, LLC 5o Joy Drive South Burlington, Vermont 05403 Re: 75o Hinesburg Road Dear Mr. Bouchard: Enclosed is the a enda for next Tuesday's Development Review Board meeting a nd g y p g my comments to the Board. Please be sure that someone is at the meeting on Tuesday, February ig, zooz at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. Sincerely, Raymond J. Belair Administrative Officer Encl./td 4/16/2002 " d MOTION OF APPROVAL PIZZAGALLI INVESTMENT COMPANY —FINAL PLAT APPLICATION, 750 HINESBURG ROAD I move the South Burlington Development Review Board approve final plat application #SD-02-15 of Pizzagalli Investment Company to subdivide a 7.88 acre lot into two (2) lots of 4.52 acres (lot A) and 3.36 acres (lot B), 750 Hinesburg Road, as depicted on a 12 page set of plans, page two entitled "Boundary Plat Showing Subdivision of Lands of Pizzagalli Properties, LLC Hinesburg Road South Burlington, Vermont " prepared by Donald L. Hamelin Consulting Engineers, Inc., dated 1/21/02, last revised on 2/22/02, with the following stipulations: 1) All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2) Prior to issuance of zoning permit for the first lot or start of utility or road construction, all appropriate legal documents including easements (e. g. irrevocable offer of dedication and warranty deed for the proposed public road, and utility, sewer, drainage, and water, etc.) shall be submitted to the City Attorney for approval and recorded in the South Burlington land records. 3) Prior to start of construction of the improvements described in condition #2 above, the applicant shall post a bond which covers the cost of said improvements. 4) In accordance with Section 301.5 of the subdivision regulations, with in 14 days of completion of required improvements (e.g., roads, water mains, sanitary sewers, storm drains, etc.) the developer shall submit to the City Engineer, "as -built" construction drawings certified by a licensed engineer. 5) The plat plans shall be revised to show the changes listed below and shall require approval by the Director of Planning and Zoning (hereinafter Director). Four copies of the approved revised plat plans shall be submitted to the Director prior to recording. a) The plat plans shall be revised to show a relocation of either the water main or street trees so they are at least a distance of 10 feet apart. b) The plat plans shall be revised to show the water line extending "to the furthest boundary line on the development property at a location within the City Right-of- way... " c) The plat plans shall be revised to show the location of a fire hydrant at the end of the water main in a location approved by the South Burlington Water Department. 6) The applicant shall post a landscape bond in an amount of $14,160 for street trees prior to start of road construction. This bond shall remain in effect for three (3) years to assure that the landscaping has taken root and has a good chance of surviving. e 7) The applicant shall comply with all recommendations of the South Burlington Water Department in a letter dated April 15, 2002, from Jay Nadeau to Donald L. Hamlin Consulting Engineers, Inc., referencing Mountain View Business Park. 8) The applicant shall submit cut sheets of proposed street lights prior to the construction of the road. 9) Any change to the plat plans shall require approval by the South Burlington Development Review Board. 10) The final plat plan (boundary plat) shall be recorded in the land records within 90 days or this approval is null and void. The plan shall be signed by the Board Chair of Clerk prior to recording. Prior to recording the final plat plan, the applicant shall submit a copy of the survey plat in digital format. The format of the digital information shall require approval of the Director of Planning and Zoning. 2 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONI' 05403 (802) 846-4106 FAX (802) 846-4101 February 13, 2002 Mr. & Mrs. Russell Tilley Too Hinesburg Road South Burlington, Vermont 05403 Dear Property Owner: Enclosed is a copy of a public notice published in the Burlington Free Press. 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 hearing is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-41o6 or attend the schedule public hearing. Sincerely, Raymond J. Belair Administrative Officer Encl./td CITY ENGINEER'S COMMENTS FOR 2/ 19/2002 DEVELOPMENT REVIEW BOARD MEETING 1) DESLAURIERS SKETCH PLAN - a) THERE IS AN EXISTING WATER MAIN AND SEWER MAIN ON THE PROPERTY. THE PLAN SHOULD SHOW THESE UTILITIES. b) IF THE STREET IS TO BE A PUBLIC STREET THE PORTION BUILT TO SERVE HORIZON HEIGHTS DEVELOPMENT SHOULD BE UPGRADED TO CITY STANDARDS. c) THE 900 BEND IN THE ROAD SHOULD BE ADEQUATE FOR A VEHICLE SPEED OF 35 MPH. IT MAY NOT BE. THIS SHOULD BE CHECKED, OR MAKE IT AN INTERSECTION WITH STOP SIGN ON BOTH LEGS. d) ALL UTILITIES EXCEPT MUNICPAL (WATER & SEWER) SHALL BE OUTSIDE OF THE 60 FOOT R. O. W. 2) OMEGA ELECTRIC CONSTRUCTION PUD SKETCH PLAN - a) THE POTENTIAL ACCESS TO ADELPHIA DRIVE FOR 3017 WILLISTON ROAD SHOULD BE COMPLETELY SHOWN ON THE SKETCH PLAN. b) THE SEWAGE PUMPING STATION SHALL BE PRIVATELY OWNED AND MAINTAINED. 3) HOMESTEAD DESIGN, INC. SKETCH PLAN - a) A DEAD END STREET SHOULD HAVE A TURN AROUND WITH A LARGE ENOUGH RADIUS TO A CCOMODATE A BUS. b) THERE SHOULD BE A SIDEWALK TO SERVE ALL THE UNITS EXTENDING TO THE BIKE PATH AND NOT REQUIRE THE RESIDENTS TO WLK IN THE STREET. C) STREETS SHOULD BE BUILT TO CITY STANDARDS. d) THE BIKE PATH IF POSSIBLE SHOULD COME UP THE CONNECTION TO INDIAN CREEK ROAD AND EAST ALONG INDIAN CREEK TO DORSET STREET. ... MORE COMMENTS TO BE GIVEN OUT AT THE MEETING FIRE CHIEF'S COMMENTS FOR2/19/02 DEVELOPMENT REVIEW BOARD MEETING BARONE CONSTRUCTION SKETCH PLAN - RESIDENTIAL SPRIKLERS DESLAURIERS SKETCH PLAN - SPRINKLER AND FIRE ALARMS OMEGA ELECTRIC CONSTRUCTION PUD SKETCH PLAN - SPRINKLER AND FIRE ALARMS HOMESTEAD DESIGN, INC. SKETCH PLAN - RESIDENTIAL SPRINKLER -MULTIPLE UNITS DEVELOPMENT REVIEW BOARD 18 DECEMBER 2001 PAGE 2 4. Sketch Plan application 4SD-01-65 of Pizzagalli Properties to subdivide a 7.86 acre lot into two lots of 4.53 acres (lot A) and 3.34 acres (lot B), 750 Hinesburg Road, and 5. Discussion with Pizzagalli Properties on the construction of a 30,000 sq. ft. general office building, 750 Hinesburg Road: Mr. Boucher raised the question of whether there should be an independent traffic study because this would be a commercial development next to a substantial residential development. Mr. Dinklage noted there would be one access to the building off Hinesburg Road. Mr. Kupferman felt the parking lot that is proposed seems large considering the size of the building. Mr. Kupferman also felt a turning lane should be required Mr. Dinklage asked if the layout is consistent with what the city has been showing regarding its hope for a full interchange at this location. Mr. Belair said it is. This project would be one "leg" of the proposed interchange. Mr. Dinklage suggested that the building be placed at one end and that there be just one parking lot. Mr. Boucherd said they were told they would have to build a road the full length of the property (600-700 feet) to city specs. They wanted better access. Otherwise, they would build only 200 ft. and put in one curb cut as close to Hinesburg Rd. as possible. Mr. Dinklage noted this is an odd shaped parcel and would require a very large parking lot. He also stressed that this will be a major artery. Mr. Belair said that in light of what Mr. Bouchard indicated, when the second lot would be developed, the road would be extended by that developer. He said it is not likely the city would build the road. Mr. Bouchard said they would have to build the road to the end of the property to access the pump station. Mr. Dinklage said it seems prudent to ask for only one curb cut. Members agreed. Mr. Belair said they could have a shared curb cut on the property line then one more for a total of 2 curb cuts for lots A and B. They could then keep the same parking configuration. Mr. Dinklage said the Board will have to see the landscaping plan when it is ready to be sure the concerns of residents in the R-7 district are accommodated. Mr. Kupferman raised the question of a sidewalk on Hinesburg Rd. Mr. Belair DEVELOPMENT REVIEW BOARD 18 DECEMBER 2001 PAGE 3 Mr. Belair said they have asked Public Works for a sidewalk plan. South of this property, an office building was required to contribute to a sidewalk on the opposite side of the road. The Board might want to do the same thing here. They city would then have a year in which to build the sidewalk or would have to return the money. Members agreed on a sidewalk contribution. Mr. Dinklage said they will have to think of how this will look from. the Interstate. He said the Board would appreciate some detailed view of that including facades of the building, etc. Members agreed they would like an independent traffic study, specifically related to the need for a left turn lane, a right turn lane for northbound traffic, and an acceleration lane for traffic exiting and heading north on Hinesbur Road. Mr. Bouchard said they will probably put the subdivision request on hold and apply for site plan review. Mr. Dinklage stressed that with one lot the Board would ask for only one curb cut. Mr. Bouchard said he understood that. 6. Public Hearing: Final Plat Application #SD-01-68 of Schoolhouse Learning Center, Inc., to amend a previously approved planned residential development consisting of: 1) 160 single family units, 2) 60 duplex units, and 3) a 60 student private school. The amendment consists of parking, landscaping and site modifications to the private school, 8 Catkin Drive: Mr. Belair noted this is a reduction in impact as the parking area is being reduced from 100 to 78 spaces. The school administrator said there is no parking problem for school events. Mr. Dinklage reminded the applicant that any future changes would require Board approval. Mr. Kupferman moved to approve Final Plat Application 9SD-01-68 of Schoolhouse Learning Center, Inc., subject to the stipulations in the draft motion of 18 December 2001. Mr. Boucher seconded. Motion passed unanimously. The applicant for the next item was not present so the item was moved to the end of the agenda. C I � SHED 0 FOUND 4" X 4" VAOT EXISTING I f.CONCRETE MONUMENT BARN 1 I (DOWN 1.7) CI 75NEAST OF ENTER4" STEEL UNE i 'I LANDS OF OF STONE FENCE RUSSELL R. TILLEY < < 33/63 N 1 ,o VOLUME 435' PAGE 433 i IOU EXISTING (REMAINDER OF PARCEL N6 1 I L BARN �MAP VOLUME 197, PACE 85) ( - �95?' ~ g�� GARDEN FENCE ICCP'ON'D)) 60 FOOT WIDE RIGHT-OF-WAY FOR ACESS AND UTILITIES GRANTED TO PIZZAGALLI INVESTMENTZr-xCOMPANY (NOW PIZZAGALLI PROPERTIES, LLC) BY WARRANTY DEED DATED JANUARY 27, 1986 AND BOUNDARY DETAIL pig RECORDED IN VOLUME 213, PAGE 111(SOSEEDEEDS RECORDED IN VOLUME 211, NOT TO SCALEDRIVEW Y i PAGE i., AND VOLUME 199, PAGE 146) RESIDENTIAL i PER ACRE I �IN'fRjAl AN _-� Al --i- - - •-1.- _ _ 4---;--- MOUNTAIN VIDRIVE,- - , ------------ I 1 590.00• EDGE OF BITUMINOUS CONCRETE ROADWAY (TYPICAL) t: 2` a i WARD RAIL GUARD (TYPICAL) 2 I V � sal 16, NOTES 1. SEE RECORD OF SURVEY ENTITLED "PLAN SHOWING PROPOSED SUB -DIVISION OF TILLEY FARM OLD FARM RD. SO. BURLINGTON, VT." PREPARED BY WARREN A. ROBENSTIEN, L. S.. DATED JUNE 1983, REVISED THROUGH MARCH 1985, AND RECORDED IN MAP VOLUME 197, PAGE 65 OF THE SOUTH BURLINGTON LAND RECORDS. 2. SEE RECORD OF SURVEY ENTITLED "PLAN SHOWING PROPOSED BOUNDARY LINE REVISIONS ROY WRIGHT & TILLEY FARM OLD FARM ROAD SO. BURLINGTON, VERMONT" PREPARED BY WARREN A. ROBENSTIEN, L. & DATED JUNE 1983, REVISED THROUGH FEBRUARY 1987, AND RECORDED IN MAP VOLUME 252, PAGE 86 OF THE SOUTH BURLINGTON LAND RECORDS. 3. SEE HIGHWAY PLANS ENTITLED "STATE OF VERMONT DEPARTMENT OF HIGHWAYS INTERSTATE PROJECT IN THE TOWN OF SOUTH BURLINGTON" PROJECT NO,1-89-3(14) PREPARED BY VERMONT DEPARTMENT OF HIGHWAYS, SHEETS 11 AND 12 OF 125. 4. SEE HIGHWAY PLANS ENTITLED "STATE OF VERMONT DEPARTMENT OF HIGHWAYS INTERSTATE PROJECT IN THE TOWN OF SOUTH BURLINGTON RELOCATION HINESBURG ROAD" PROJECT NO. 1-89-3(14) PREPARED BY VERMONT DEPARTMENT OF HIGHWAYS, SHEETS 22 AND 23. 5. THE BASIS OF BEARINGS WAS OBTAINED FROM THE RECORD OF SURVEY CALLED FOR IN NOTE i, ABOVE, AND IS REFERENCED TO VERMONT STATE GRID COORDINATES. GRAPHIC SCALE ( IN PEEP ) 1 inch a 40 ft. MEANDERS ALONG P OF-WAY" ERTY LNEE , LANDS OF STATE OF VERMONT INTERSTATE 89 VOLUME 48, PAGE 489 30 FOOT WIDE COMMON ACCESS AND�'�" UTILITIES EASEMENT TO BE ESTABLISHED iI I! , , I , i I A: 00'49'24" R - 11359.16' T . 81.61' L - 163.21' C _ 153,21' C BEARING . N 6942'10' W APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF SOUTH BURLINGTON, VERMONT ON THE -DAY OF . 2002 SUBJECT TO THE REQUIREMENTS OF SAID CONDITIONS OF SAID RESOLUTION. SIGNED THIS- DAY OF , 2002 BY , CHAIRMAN OR CLERK, --;-- , i/S 8717 yI i 15' iI ( I I'I I II a i i LOT, 8 OF yOLUME 215, PAGE 11j ;36 4,CRES I �'SFRVq � p�A,lq\4ryD i qN0 fNMs\n ROB. i i 50 FOOT WIDE DRAINAGE I EASEMENT TO BE ESTABLISHED III WETLANDi �\ CLASCII LINE AS SURVEYED BY OTHERS - / `A (SEE NOTE 1) A-01'40'22" R _ 11359.16' T • 165.83' N ... L _ 331,63' C - 331.62' C BEARING - N 70'57'03" W �4�A�LOFV�tpt�acA� THIS SURVEY WAS BASED ON RECORD RESEARCH OF PERTINENT DEEDS. OTHER OFFICIAL RECORDS, AND ; --1�, •..'�h,'• � (� 'Y,A EVIDENCE RECOVERED ON THE PROPERTY. THIS PLAT i MICHAEL '1 COMPLIES WITH 27 V.S.A. 1403 (8)(2)-(8). r p R. j tA_ DATED THIS DAY OF .T 2002 05 MAGOON ; o. ;.010% No. 611 W •`: 0(A A& VT. L.S. #611 NO SJQ MICHAEL R. MAq& 4,r11mJ,` 1 1� t�j YID -rr^ - a -n, VICINITY MAP EDGE OF BRUSH AND TREES (HEDGEROW) LANDS OF TILLEY FAMILY LIMITED PARTNERSHIP VOLUME 388, PAGE 189 (PARCEL NO, 3 MAP VOLUME 197, PAGE 65) LEGEND El 4' BY 4' VAOT CONCRETE MONUMENT FOUND 4' BY 4" CONCRETE MONUMENT PROPOSED 0 STEEL PIPE FOUND (INSIDE DIAMETER AS NOTED) -a UTILITY POLE - x - x - x PARE FENCE PROPERTY LINE ------- EASEMENT OR RIGHT-OF-WAY LINE SETBACK LINE 76- ZONING DISTRICT LINE - I/C - - - - - - - LINE AS SURVEYED BY OTHERS -----w- APPROXIMATE WATER LINE --- G -- APPROXIMATE NATURAL GAS LINE EXISTING GROUND CONTOUR LINE STONE FENCE CITY CLERK'S OFFICE SO. BURLINGTON, VT. , 2002 RECEIVED FOR RECORD AT O'CLOCK _ M., AND RECORDED IN VOL. OF MAPS ON PAGE ATTEST S. BURLINGTON, VT, MUNICIPAL CLERK & _ 04'23'09" R 11359,16' T - 434.97' L - 8%52' C - $69.31' C BEARING - S 73.58'48" E PIZZAGALLI PROPERTIES, LLC AND OTHERS 30 FOOT NOE SEWER EASEMENT VOLUME 215, PAGES 109 & III DATE REMSM SHOW ACCESS ROAD 8) 02-08-02 & WETLAND BUFFERS PIZZAGALLI PROPERTIES, LLC P. 0. BOX 2009 SOUTH BURLINGTON. VERMONT 05403-200 BOUNDARY PLAT SHOWING SUBDIVISION OF LANDS OF PIZZAGALLI PROPERTIES, LLC HINESBURG ROAD SOUTH BURLINGTON, VERMONT Y MRM 5t6k 1" = 40' Donald L. Hamlin am 01-250 MRM Consulting PA NI DLH Engineers, Inc. @9A 1-21-02 Ea..er ..1inollon. Vermont 1 of 1 4e* pizzagalli p r o p e r t i e s, 11 c 50 Joy Drive, Post Office Box 2009 So. Burlington, Vermont 05407-2009 T 802.658.4100 F 802.651.1307 www.pizzagalli.com February 8, 2002 Ms. Stephanie Smith City of South Burlington Department of Planning and Zoning 5 ?5 Dorset Street South Burlington, VT 05403 RE: Mountain View Business Park Preliminary Sub -Division Review Dear Stephanie; Pursuant to our recent phone conversations and your memo of February 5t', 2002 regarding the above referenced project, enclosed please find a letter from Mr. Jeff Kershner of Donald L. Hamlin Consulting Engineers, Inc. Mr. Kershner's letter attempts to address all of your questions concerning this proposed sub -division and plat plan. In addition to Mr. Kershner's letter, I would like to further address Items D & F of your memo. Item D requested that the plat plan should show a 50' buffer around any delineated wetlands. The latest plat I plan on submitting to you by next Tuesday will in fact show this new detail. Item F requests that a name be chosen for the new entrance drive. The new plat also identifies the new entrance drive as "Mountain View Drive". I have not been able to find this name or anything close to it anywhere else in the City of South Burlington. Should you have any additional questions, please do not hesitate to contact me. Since Robert T. Bouchard Development Manager Enclosure 02/07/02 10:36 DONRI' HRMLIN CONSULTING ENG. -> 802 651 1307 NO.355 P02 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 February 7, 2002 Mr. Robert Bouchard Pizzagalli Properties, LLC 50 Joy Drive P.O. Box 2009 South Burlington, Vermont 05403-2009 Re' Mountain View Business Park (Tilley) Dear Mr. Bouchard: Tel. (802) 878-3956 (802)878-5123 Fax (802)878-2679 We are writing to provide information in response to the comments received from the City of South Burlington regarding the preliminary plat application for the above referenced project. We have presented the City's comments below in italics, followed by our response. a) The applicant should request sewer allocation with the preliminary plat application. We have estimated the average daily sewer demand for the currently proposed 30,000 square foot office building on Lot A to be 1,500 gallons per day. This demand is based on an estimated 100 employees at 15 gpd/employee, less a 20% reduction for the municipal connection; plus an allowance for infiltration. b) The applicant should include details of the proposed roadway and remove references to a site plan details, for the Cinal alat application - The boundary plat will be revised to depict the currently proposed access roadway to the proposed lots, Construction details for the access roadway will be provided along with the revised plat. c) List of abutters to this project. Although the abutters are labeled on the boundary plat, we have presented them in the list below: • Russell R. Tilley • Tilley Family Limited Partnership State of Vermont d) The plat plan should show the 50 foot C, D. District Avetland buffer in the I-C District surrounding the wetland on Lot A. The wetland on Lot A has been classified as Class III. We believe that this comment refers to the Class 11 wetland in the southeast corner of Lot B. We will revise the boundary plat to depict the 50' wetland buffer area around the Class 11 wetlands. WATER SUPPLY AND DISTRIBUTION SUBDIV(SIONS TRAFFIC STUDIES WASTE WATER COLLECTION AND TRE.ATMENr SKI LIFTS PERMITTING ASSISTANCE YMSETS AND HIGHWAY$ RECR5-ATiON AND INDUSTRIAL PLANNING LAND SURVEYING AIRPORT$ SOIL BORINGS SOLID WASTE MANAGEMENT Engineering . "The link between what we have and what we need" 02/07/02 10:37 DONA' HAMLIN CONSULTING ENG. -j 802 651 1707 NO.355 D03 Page -1- e) The applicant should contact the City Engineer regarding the need for street lights_ We met with the City Engineer and the Director of Planning and Zoning on 10/11/01 regarding this project. At this meeting we discussed lighting along the access roadway. The City staff indicated that lighting along the entire length of the access roadway would not be required. However, they did indicate that one light should be provided at the intersection of the access road and Hinesburg Road. This one light will be provided. fi The final plat plan should include a street name approved by staf, We will revise the boundary plat to include the proposed street name, as provided by your office. Please feel free to contact me if you have any questions or need additional information. Respectfully, Jeffr y Ke brier, P.E. Proj t Engineer DONAI.D L. HANLLIN MEMORANDUM TO: Bruce O'Neill, Rg'` n Director FROM: Raymond J. Belaili} i Ininistrative Officer RE: Recreation Path Committee Development Review DATE: 1/25/02 The Development Review Board will be reviewing the following developments at their February igth meeting. Please review these developments with the Recreation Path Committee for their comments. i. Mountain View Business Park The request is for preliminary plat approval for a two (z) lot subdivision to include the construction of a new public street. The new street will include a recreation path. z. Planned Residential Development of McDonald Property The request is for a sketch plan review of an 89 unit multi -family development located between the Indian Creek development and I-i8g. 3. Quarry Hill Planned Residential Development The request is for a sketch plan review of a 16o unit multi -family development located between the East Terrace neighborhood and I-89. The proposal will include upgrading Quarry Hill Road to a City street which will serve the development and connect with East Terrace. Plans for all three (3) developments are attached. ,g�4049 Oy f XISTING SHED EXISTING HOUSE / RUSSELL TILLEY EXIS N/F HED EXISTING / BARN EXISTING POND 1 E Tat - mP OF Ct140&R EID Mff •a• PEST !X "I!SMiRD RDA 0,11I✓PA21, RDRm EDhF CF R.0.P/., MERgfATE OR P1EV. - 3Ra45 (U.S.Q& DAIW) EXISTING BARN I 8 / I \ / / 2-PGA t-PGD 6211p- MOUNTAIN VIEW6USINESS PARKOFFIOE BIA., )ING KEY BOTA19CALNAME C069701J Nl h1ES O R� TREES AP'.. ADerp�llrgRMa`ErnelaYdQOaea' EmareldOuexlNdwayMapM'. 20 �21$-S'CW .: Bd� 6`:E1f8i'Iq�®16HL{MNI,):�: AR ': Aaet Mbttxt+'ADae6aRfi - AtrastraW Red Meiple 72 -::214.3-car, RC:. PynM t eryana 9t•�for.C' -- @radtord C-fty Peer 1B 2 7@-3 Cal ..: . 0111 A+9 FM.;{Mlrt•� .:, 1 / � I I \\ I j I i-I•i 1 \I 11 1 1\ 1\ ODE SSMACK 2-POW \\\ \ \ 1-PO� V I \ \\ \I 1\ 1V I I II 11 \ 1 \ I 1 1 1 \ 1 \ \ \ \ \ \ I 1 1 \ 1 \ 1 \ \ \ \ \ \ \ HELEN TILLEY \ \ \ \\ N/F / z- I-PGb I -'Cro A 1�5 aPEN ACE iyd i�1 1 NEW REIENTI0N6 BASIN sa•\V, E DRAINAGE\EASFIAENT > [ N.— STATE OF VERMONT - INTERSTATE 89 -uTM GRAPHIC SCALE 40 0 20 40 so 160 Seals: I-W M1 MOUNTAIN VIEW BUSINESS PARK OFFICE BUILDING South Burlington, Vermont SE GROUP planning & design 156 CoOege Street Burlington, Vermont 05401 phone: (802) 862-0098 f- (802)865-2440 www.eegrp_ PIZZAGALLI PROPERTIES DEVELOPER 50 Joy Oi- Smith Burlington, VT 05402 802-658-4100 [;/TI1wfhLZ0111411" 136 Peed Shed Paeea Jct., VT 05452 8204878-3956 scale: 1" = 40' DeC. 1N27/01 Drawn By MKW lbeched By MKW 0 f Rm. t. om By Title PLANTING PLAN Sheet Number: L11 •O Project Number: Nile: SOUTH BURLINGTON RECREATION DEPARTMENT 575 DORSET STREET, SOUTH BURLINGTON, VT 05403 TEL: (802) 846-4108 • FAX: (802) 846-4101 J �x.rw xr.x,rr C TO: Ray Belair, Administrative Officer FROM: South Burlington Recreation Path Committee RE: Mountain View Business Park DATE: February 11, 2002 BRUCE OWEILL, CLP DIRECTOR THOMAS HUBBARD, CLP ASS'T DIRECTOR The proposed path on the plans is very satisfactory and is anticipated to be the beginning of a potential network as more of the area is developed. MEMBER: VERMONT RECREATION AND PARK ASSOCIATION - NATIONAL RECREATION AND PARK ASSOCIATION To: Applicants From: Stephanie Smith, City of South Burlington RE: Project Staff Notes Date: 5 February 2002 Re: Preliminary plat application SD-02-06 of Pizzagali Investment Company, 750 Hinesburg Road. Overview: Preliminary plat application of Pizzagali Investment Company for subdivision of a 7.86 acre property into two lots, 4.52 acres (Lot A,) and 3.34 acres (Lot B). Issues: a) The applicant should request sewer allocation with the preliminary plat application. b) The applicant should include details of the proposed roadway and remove references to a site plan details, for the final plat application. c) L' o this pro'ec d) The plat plan should show the 50 foot C. O. District /wetland buffer in the I-C District surrounding the wetland on Lot A. e) The applicant should contact the City Engineer regarding the need for street lights. f) The final plat plan should include a street name approved by staff. Completeness of Plan: The applicant has submitted sufficient information for Development Review Board to consider the preliminary plat application with the above exceptions noted. Please provide additional information by February13, 2002. Recommendation: Staff recommends this application be authorized to proceed for preliminary plat consideration at the February 19, 2002 meeting. lerin, it Number SD- C.1 - CITY OF SOUTH J_R1LE\TGT0N APPLICATION FOR PREELENWARY SUBDr ISTON 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 47A11 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 tax #) Pizzagalli Investment Company - Successor by merger to Pizzagalli props-rties, LLC 50 Joy Drive South Burlington, VT 05403 Tel# 658-4100 Fax# 651-1307 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 215 Pages 111-113 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) CO11T TACT PERSON (Name, mailing address, phone and fax #) Robert Bouchard Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Tel#658-410n Fax#651-1307 5) PR®.lECT STREET ADDRESS: 750 Hinesburg Road 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 0860-00750.L 7) PROJECT DESCRIPTION a) Eldsting 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 mid existing uses to remain) Commercial nffira R„ildino - c) Total building square footage .on property ro ose uildings and existing//b idings to remain) Proposed �n nnn r� ,:*� e n si e. >zll; d) Height of building & number of floors o os uildings and existing buildings to remain, specify if basement and mezzanine) P reposed b u j 1 d agh e;�gh t- 2 8 '£i xe t� basemen e) Number of residential units (if applicable, new units and existing units to remain) N/A f) Number of employees 84 company vehicles (existing and proposed, note office versus non -office employees): E oyees - n, g� Cther (11st any other infOrina€ion pertinent to this application not specifically requested above, pleas, rote if Overlay Districts are applicable): The proposed building will have access onto Hinesburg Road via a deeded 60' R.O.W. controlled by the City of South Burlington. List any changes -to t1he subdivision, such as property lines, number of units, lot mergers, etc.: None 8) LOT COVERAGE a) Building: Existing_ % Proposed_ � % /I// b) Overall (building, parking, outside storage, etc,) �/� Existing �/o proposed 3�% c) Front yard (along each street) Existing_°'o Proposed. 1_4_� % A41 9) COST ESTIMATES a) Building (including interior renovations): oo �/� b) Landscaping: N`* c) Other site improvements (please list with cost): New entrance drive totaling over 620 linear feet, built to City specifications including ment curbinZ, stormwater utilities fire hydrants and a rec — site — $75,000. Wastewater um i station with over 1 500 linear feet of forcemain — $200,000. 10) ESTL MATED TRAFFIC a) Average daily traffic for entire property (in ,and out): 33o vpn 507 in 507..o „r /U b) A.M. Peak hour for entire property (in and out): 47 VPH 88% in 12% out /V�¢ c) P.M. Peak hour for entire property (In and out): 45 VPH 17% in 83% out A 1 1) PEAK HOURS OF OPERATION: 8:00 am - 5:00 pm 12) PEA.' DA-A S O -OPERATION-, Monday — Friday 13) ESTIIV '° TED 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 (11" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of subrrnitting the final plat application `see E - .ibis A). I hereby certii?y that all the inf0~3naticn requested as part of this application has been submitted and is accurate to the best of my knewiedge. NATiJRE OF APPLICANT SIGNA I'URiE OF PROPERTY OWNER Do not'write below this line DATE OF SUBMSSION: !M v I have reviewed this preliminary plat application and find it to be: 91 Ocomplete 1117 ❑ incornplete of P la g & Zoning or Designee `Dat6 SE Group planning & design 156 College Street, Burlington, Vermont STATEMENT OF PROBABLE COST Project Name Tilley Property Office Building Drawing Referenced: L1.0 - Planting Plan Date Prepared: October 29, 2001 Date of Prices: Project Status: Conceptual Revisions: Sheet 1 of 1 KEY ITEM QUANTITY UNIT UNIT COST SUB TOTAL REMARKS AP Emerald Queen Norway Maple 20 EA. $325.00 $6,500.00 2 1/2-3" Cal. AR Armstong Red Maple 12 EA. $375.00 $4,500.00 2 1/2-3" Cal. PC Bradford Callery Pear 16 EA. $375.00 $6,000.00 2 1/2-3" Cal. PGa White Spruce 15 EA. $200.00 $3,000.00 6-8' PGb White Spruce 10 EA. $220.00 $2,200.00 10-12' EA Compact Burning Bush 152 EA. $50.00 $7,600.00 24-30" Total: $29,800.00 MOUNTAIN VIEW BUSINESS PARK PROPOSED SITE DEVELOPMENT SOUTH BURLINGTONI VERMONT DONALD L. HAMLIN CONSULTING ENGINEERS, INC. 136 Pearl Street, Essex Junction Vermont 05452 SHEET INDEX 1 SITE PLAN 2 GRADING PLAN 3 ROADWAY DETAILS 4 SITE & EROSION CONTROL DETAILS 5 WATER & SEWER DETAILS 6 STORM WATER DETAILS 7 LIGHTING PLAN OCTOBER 2001 THE CONTRACTOR t-eBe-JAA-]23 AT LOCAT1ON5 V1H mcM1n a T 4� Q = J TD O NEAMCDY mzw NOTES 1. TOPOfF— AND BUILDING LOCADWS ARE BASED ON A iOPODRAPHIC SURVEY PERFORMED ON 0/21/n. 2. ELEVAMMs ARE BASED ON VS.GS DATUM TAKEN FROM A BENCHMARK AT Dt NgITHNEST CORNER DP — NE. ENOLANO XLEPNONE PROPERTY LOCATED ACROSS AITERSTATE eB IRCL 1HE D El PROPERTY. BENCHMARK ELEV W WAS DBTAINED fRON iRCD KOEMER. P.E.. BURIMW W. VERNONT. J. PROPpeTY MEIES ANO BOUNDS MERE TAKEN fPOY A PLAM ENDRED; 'PLAN 91OFI16 PROPOSD SUBpw9d1 Of hlFv FAPY. OLD fARY ROAD. SW M BURISNOTON. VET 1. DATED Jut 'm (REv. AAY. 1A61). SCALE t'.2OO'. BY WARDEN A POBENSIFIx, LS. A LOG W TIIE EMS— 24' wATERLME WAs 00T4N D i RECORD pRAVNIOS AT THE -AN WATER DISTRICT OFFICE BKARSN� RAM-Je3.Do R'N"M-iezte e' R2v.3]eA9 6' Nv. M-ln.5t e' MV. WT-3]6.A1 PROJECT INFORMATION -LOT A a k CDP � LOT SEE t t�Opp Jp.p G wv —3n.8O COVERAGE BIN.pNO ERAGE ,5.000 T.6 R6N Sum e' MV WT.Sn.5O PARKIxc a DMJt: COVERAGE 'D.— Ie] 18• M1.3>v.n —is SbE'wAU, COKRAGE 3A6 0.2 PM -Su- ---- TOTx COV ACE 65.Bee us n o fi µ3e5.62 S' MDUT — 52 t6' MV.-J>AAt FRONT YARD YrOACN 9ZE N.Ote t0Q0 \ �� pM- FRONT YARp COVERAGE 3.376 I"30.0 —626" MV.-Sn.3A ZONWD DISTRICT: MlxEp NOUSTMAL a Cb1MERfiAI CBF 1-3>8.6O ARNMc sTAmw[s e' INV.-3733t RE—D: ,20 SPALL9 (,aOOO S k 2 KTpNfs • ,SPACE PER 2. S OFA) R�Nbn PROV . 143 SPACES J A.29 F %ISiW',8' MV -3]4.13 9ARN V J IM�I J]A.J] q 6' MV -J]N.b cao e•. 25' SOR33 PVC MO Ft/FT. NEw Ptwr suTKM MB-Jeaso Mv.35B.s7 (StNB) — e' MV M-3W. A' F.M. MV. WT.k%k.Mk 2PUB FOR .11111E US 5' � 410E Y1BApc HELEN TILLEY N/F TBM L/DUTl4r pPE �+ - ra ar CptAEIE MONUMENT 6s' rcsr DF HINESBURO ROAD aE PAss. NortrN EOaf a R.o... MTERsrATER6A _N.�1iI. STATE OF VERMONT -INTERSTATE 69 NTKBASH r STRucnxt - ELEV. -SAGAS (U.SGS DANYJ BATE BY CtIENr PaoIcT not oRAvnNc TITLE r � 40 0 e0 90 100 PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SO. BURLINGTON. VERMONT 06403-2009 MOUNTAIN VIEW BUSINESS PARK HINESBURG ROAD SOUTH BURLINGTON. VERMONT SITE PLAN xn v Oonala' L Aamlin Consulting ingineers, lnc. r-in' Ban �E�ox BY JP( ,m Scale 1" = 40' oA E " BY °" JPR 01-250 'k BATE KIASICN Br �La BOk� RFH >.as fba]t .strwc> E sas JMaNF'urT, Vi]mo I DATE TtEN51CN BY le 10126�01 E THE CONTRACTOR SHALL NOTIFY 'MSSAFE' AT 1-8 58-344-7233 PRIOR TO ANY EXCAVATION AT LOCATIONS WHICH MAY BE IN THE IMMEDIATE NGNITY OF UNDERGROUND UMTIES. 40 0 40 80 120 Scale 1" 40' NOTES: 1. TOPOGRAPHY AND WLMW LOCARWS ARE BASED ON A TOPOGRAPWC %IR— PERFORMED W 0 /21/% 2. EIEYATKNS ARE BASED OH U.S.— DATUM TAKEN F A MN — AT — NORTHWEST CORNED O THE NEW ENDIAND TELEPHONE PROPERTY LOCATED ACROSS INTERSTATE 89 FPW THE —El PROPERTY. RENCHMMN ELEVA1gN WAS ORTNNED FROM TWCD XOERNER, P,L. BURLINOTOHI, MERMWT. 3. PROPFRtt METES AND BWNDS WERE TAKEN FROM A PLAN ENTITLED: 'LAH 4HOMNG PROPOSED —SON OF TILEY FARM, OLD FARM ROAD. SWTH BURLNGTN. VERMONT", DATED RIME 1963 MI ALLY, Ti LIJ SCALE 1".200'. BY WARREN A ROBENSTEIN. LS A. LO nON OF THE EXISTING 21" WA1ER4NE WAS OBTAINED FRD1 REC DRAWINGS AT THE CHAMPLMN WATER USTRCT OTFICE PIZZAGALLI PROPERTIES. LLC P.O. BOX 2009 BURLINGTON, VERMONT 05403- ,I. --NQML STATE OF VERMONT — INTERSTATE 89 -Zmw — TITLE MOUNTAIN VIEW BUSINESS PARK HINESBURG ROAD SOUTH BURLINGTON, VERMONT Lwm GRADING PLAN Ilonala ? h'amlin Consuliinq engineers, hnc. FSS fk¢YI' sy—i R 1 ✓traction, V Fmo d 2 MIN % J NIRAFI SOOxJ CEOIE21" FABRIC MINIMUM 24" OVERLAP 12- PLANT NIXED R (VAOT SPEC 4704.05 ASPHALT --- " TTPE B BITUMINOUS DETAIL CONCRETE BASE COURSE / B. PLANT MIXED -A- -/ I ` B- DENSE GRADED CRUSHED STONE NI OTFXT FABRN; (-OT SPEC p104.DS FNE) (VAOT SPEC (/0-) MINIMUM 24' OVERLAP TYPICAL ROADWAY CROSS SECTION NTS 4- TO L-FERTILIZE 12 20 12 LIME. SEED. k MULCH ' TOPSOIL -FERTILIZE, TYPE III B TUMINOUS 11NE. SEED. k MULCH CONCRETE BASE COURSE 31 (H V) MIN NJI u. MIRAFI SDOX CEOTEXTILE FABRI 12" PUNT MIXED GRAVEL I N, 24" OVERLAP (VAOT SPEC 17-05 FINE) GRAVEL ACCESS DRIVE TYPICAL CROSS SECTION NTS 1 " TOPSOIL -FERTILIZE. SINE. SEED, k MULCH 1/4' RADIUS I- RADIUS _D NATCH >' EXISTING 1 1/2' RADIUS GRA➢E REVEAL 3.000 PSI CLASS B CONCRETE CURB .., r. r/;; ;. / i. CURBING SHALL BE CONSTRULTE➢ 1.11 1D' SELTIDNS VITH ITIH JOINTS BETVEEN SECTIONS. 2, EXPANSION C MI TSMINT SHALL BE [INSTRUCTED EVERY 20 VITH 11"DESI THICK PRE1535. EXPANSION L AT FILLER MATERIAL BE 1-1NING TD AASH10 DESIGNATION N-1533. 3. CURB REVEAL AT DRIVEWAYS HANDICAP $HPLL S 1-t/e' NAN L - - - - - - 4. ALL REVEAL Al ALL HAN➢1CAP ACCESSES SHALL BE A NA%IHUN OF 1/4'. 3-_6- - 5. ALL RAD11 LESS THAN 200' SHALL BE FORMED USING FLEXIBLE FORKS. SONCREE DEETg1LIraB, TYPICAL CONCRETE CURB TYPICAL CONCRETE CURB TAPER DETAIL NTS NTS I m VPI STA - 1+85.47 a a n VPI EL = N 9.98 m L - 100. 00 395.00 o u K - 40.00 n w -9.3i 395.00 r a In o m TYPICAL O DRIVE o m CROSS S PTOCAL CROVEL SS SECTION 390.00 - ---- -390.00 385.00 a \ \ VPI 5 A = 17+57.21 -z.0000 - _ VPi E - = 378.54 385.00 .+ - -- __- K = 18.00 N m w u E = .50 -`_-_- -'- 380.00 g g a r p U, 380.00 375.00 \ m 375.00 n a u \ U U \ \ 370.00 370.00 \ 365.00 \ n 0 365.00 n \ \ n a ti n \ 360.00 g g \\ 360.00 355.00 355.00 DESIC N ELEV. EXIST. ELEV. M In r Ep M O CO (N 00 1-) 00 I- 00 V 00 OT ED O co O CO tD r O r O N N N n O If) (7) In L17 I+1 Go to 00 f` to N LD OT LD In LD LD In ED LD OI ED O) LD O (D N LD 7 N OJ n7 O O) -t .- In O O Ln � W O) W OT O O O O O) h O O 00 to r <t In e7 d' N 4 * N) O N 4 O) n OJ V OJ 01 to u- oJ eo rn 0o 0) 00 00 00 00 00 00 00 00 Oo ro ED DO 00 of Co m m e0 r ao r- 00 r- � rl r- ED ED 3SO.00 M M M M o ED (D M r M 7 M 7 M r') 7 M 7 7 n M r7 M M Ih M h M 7 7 M M M M M i) 350.00 10+00 10+56 11+00 11+50 12+00 12+50 13+00 13+50 14+06 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 SCALE: - H�R�Z: = 4� VERT: 1 - �} u..il nl r.am. BI ulLNl PIZZAGALLI PROPERTIES. LLG P.O. BOX 2009 S0. BURLINCTON, VERMONT 05403-2009 PROJECT TITLE --- MOUNTAIN VIEW BUSINESS PARK HINESBURG ROAD SOUTH BURLINCTON, VERMONT GRAVING TITLE ROADWAY DETAILS SwveY YRN I,bnald %]ta7illin ConsZlltin9 En Z .qnem; Inc. 196 Pear[ Stint Essez ✓ rzetaon, Vermnrzt we SHOWN DATE REVISION BY Gesgn raK Job a -zeo GATE REVISION BY RDNO ✓prc Eie DATE REVISION By Brd RFX OraBi �s 3 GATE REVISION BY Bate 70/26/Ol 1 i VARIES, SEE PLAN—� 1' TYPE IM 91TUYWWS 1' TYPE III BITUNINOUS CONCRETE BASE COURSE 4' TOPSOIL -FERTILIZE, SMOOTH CUT EXISTING STUMMOUS CONCRETE CONCRETE WEARAI COURSE PRIOR TO PAVING. ALL MIS MALL BE IERTILME-\ SEE LWE. SEED, @ MULCH THOROUGHLY CLEANED AND COATED WM TYPE II BINMwWS CONCRETE MULM jACKSCOAT ASPHALT t-1 /2' TYPE 9 SITUNINWS DETAIL - To EMO.SWED ASPHALT. PPVFAENT IHICKNNATION CSS S"NwIMUM) 12" 3:1 (H:V) rCONCRETE BASE COURSE 3:1 (H:y LASTING BITUMwWS CONCRETE EMIASFED ASPHALT M. ��. MN. Af5( COAT 1 � . � r. � . II�� NEWCJtAYA SUBBASE, - ' _ F SEE TYPICAL SECTiCNS.. 6 PLANT MIXED GRAVEL MRAFI 500% (VAT SPEC /locos mej OTE%TLLE FABRIC 18' DEVISE GRADED CRUSHED STONE MINwUu 24. OVERLAP NOTE: TILL BACKFlLL To BE THOROUWLY —PAC— W (VAOi SPEC /704.06) 6' UFTS TO A DENSITY OF 95R OF THE MAXIMUM MIRAfl 500% GROUND STABIUZAYON DRY DENSITY USING THE STANDARD PROCTOR JEST, FABRIC ACCORDING TO ASTM 0698. MM4MUM 24' OVERLAP TYPICAL PARKING CROSS SECTION TYPICAL PAVEMENT MATCHINC DETAIL NTS MJ 1/4'" RADIU �112. RADIUS lDOP.CL A S S B CONCRETE CURB 1. CURMNG SHALL BE CONSTRUCTED IN 10' SECTIONS "N 1/8' "NTS BETWEEN SECTIONS 2. EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' WTIt 1/4' HICK PREFORMED EXPANSION JOINT FILLER MATERIAL CONFORMING TO AASNTO DESIGNATION M-1533. 3. CURB RESEAL AT DRIVEWAYS SHALL BE 1-1/2• MAX. 4. CLRB REVEAL AT ALL HANDICAP ACCESSES SHALL BE A MAXIMUM OF 1/4". 5. ALL RADR LESS THAN 2DO' SHALL BE FORMED USING FLEXIBLE FORMS. TYPICAL CONCRETE CURB Nis i THICK 3.500 P WIN As BROOM IT SH WIN TROWELED EDGES. CONCRETE WALX -SAWN ON PLANS;�r %POSED AGGREGATE SJRFACMG N ALL RAMPS. a' TOPSOIL -FERTILIZE LIME. SEED. a MULCH S • 1/1' PEN FOOT 6' PUNT MIXED GRAVEL (VAOT SPEC #704.05 mW) tlQffS 1/4" PREFORMED JOINT FlLLER SHALL BE CAST IN EXPANSION JOINTS EVERY 20 FEET. FALSE JOINTS SHALL BE PLACED EVERY 5 FEET. PLANT MIXED GRAVEL SUBBASE SNALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSTY USING THE STANDARD PROCTOR TEST. ACCORDING TO ASTM D698. TYPICAL CONCRETE SIDEWALK NTS 6' . IT, P.T. WOOD POST THIP" � t w 33/ =TSTAINLESS STEEL CNNN 4' TORSION-FEPTILIZE'F/E�/PaTILeIZE. JME, SEED. AND MULCH dtAVEL ACCESS ROAD, SEE PLAN CHAIN CATE DETAIL ATS MATCH EXISTING 1IB' RADIUS FRBSM REVEAL GRADE �6 6 COIIFJRETE CURB. SEE DETAIL TYPICAL CONCRETE CURB TAPER DETAIL NTS EXPOSED S. AWRE"M- -M, FINISH NEW SIDEWALK }�'BROOMI 7' REVEAL -% / 6 MIN 5 NEW CURB (TYPICAL) TYP, AWN � 1/4' REVEAL (MAX.) TYPICAL HANDICAP SIDEWALK ACCESS A,s BY CLIENT BY PIZZACALLI PROPERTIES, LLC BY P.O. BOX 2009 BY SO. BURLINGTON. VERMONT 05403- am MOUNTAIN VIEW BUSINESS PARK HINESBURG ROAD SOUTH BURLINGTON, VERMONT I ON FILTER FABRIC )VED EWAL TO BE AND MAwTAIN IED BY ENOINEER STORM Dk-w - S RUCTURE FVATION TO BE SET IASE COURSE PAVEMENT Da INSTALLED TYPICAL CATCH BASIN INLET PROTECTION MS FABRIC TO BE WRAPPED COMLETELY AROUND GRATE AND SECURELY FASTENED PRE-WEATNERED OAK DR METAL FENCE POST TIDN 'e' SE TOP VIEW OF JOINING FENCE SECTIONS -RRE-WEATHERED DO OR METAL NTS EENCE POST d CnON aF i SEE TOP NEW FOR ATTACNNEKIT OI' r$ 7RI �i6p - ,y�JJrC�� JCRFEN SECTIONS OF FENCE `•' COMPACT SOIL CnON 'A' SECn BACKF61 SIDE VIEW NTS "An ENVIROFENCE OR APPROVED EWM TYPICAL TEMPORARY EROSION CONTRO FFNlF MS BMEO HAY OR STRAW A A 0 SWME TWO - 2" . 2' . S STAKES TWO _ 2' r 2' v 3' STAKES yr�EACH BALE EACH MEr } NMI BUTT BALES TIGHTLY TOGETHER ,S'F.CTION A- TOA H Arc TO A THE w LOGnONs WHERE THE EXISTIMN THE PLANS NLOPES TOWARD THE TOE OF 9.OPE, AND AS SHOWN ON THE PLANS TYPICAL HAYBALE CHECK DAM AIfS SITE & EROSION CONTROL DETAILS Ronald � Hamlin ✓PK _ COnsvdlang JPK Agineers, Inc. RFN 736 p arl SYreef 3/01 Essex ✓ lion, VeFY , O TYPICAL TEES AND CAPS TYPICAL BENDS ITS AND NUTS TO REMAIN ACCESSIBLE AND ARE TO BE COVERED MN PLASTIC TO PREVENT CONCRETE FROM ADHERING TO THEM, BASED ON TESTING PRESSURE OF 200 PSI AND BEARING CAPACITY OF SAND OF 2M0 USS/SOUARE FOOT. FITTINGS a" 8" to,,f2" 11-fle OR 22-1/2° 3.0 3.0 4.0 6.0 45' I 3.0 5.0 8.0 fl.0 90• 6.0 10"0 N.0 20.0 TEES OR END CAPS 4.0 7.0 10.0 14.0 VALVES 8.0 2.0 1 40 1 2.0 THRUST BLOCK END AREA (SQ. FT. BEARING AREA) NT5 ITS BETWEEN THE MAIN AND HYDRANTMMEETINC HYDRANTS SHALL BE RESMMNEO WIN --l" C-302 DUCTILE IRON 'GPRMq' TYPE CONNECTORS. SPECMCAlORS .IN S-1/4' VALVE (2) 2-1/2' BUTTS. (1) 4-1/2- STEAMER 6- cniE-/`LL2`I"' L--J SET TO MADE ITT i WICK .ANT •: V /'a000 PSI CONCRETE IYORART TEE-- WATER M \ �, , j THRUST BLOC( IT SWARE FEET PS CEMENT / WN ANCHORS NRusT BLOCK- SHOULD MOUND WATER ?- �. JCRDITIRS EXIST, + " i.'✓ ,. An HITAMI DRAW MUST BE - PLUGGED. AS DRECTED '.� BY THE ENGINEER 6' OL 52 DUCTILE IRON FIRE TO BE INSTALLED USING THE LONGEST— SHED STONE POSSIBLE LE DNS TO MINIMIZE THE NUMBER CI` JONTS DRAINAGE AREA TYPICAL HYDRANT & GATE VALVE DETAIL AOS FINISH GRADE -� UNECLARD ,NAPE OR RAE. BURY W DETECTABLE UNDERGROUND MARKRJG APPROVED EOVAL CENTERED OVER THE 4- - 6" BELOW FINISH MADE e SELECT EXCAVATED MATERIAL b ', -SELECT EXCAVATED MATERIAL MTN STONES NO LARGER THAN 3' N DIAMETER. CDAPACT IN 6' LETS TO A GEHSIY OF 11 /,� COMPACT N 12' LIFTS TO A 'r� BENSITI OF 95X OF THE ., MAXIMUM DRY DENSITY USING OF NE MAXIMVN DRY DENSITYr. %,K ° - - '. THE STANDARD PROCTOR USING THE StANDARD PROCTOR TEST, ACCORDING TO ASTM G896 4 , .i'� TEST, ACCORDING TO AM DAIS J "k\ '> 3' r 3B' EXTRUDED POLYSTYRENE FOAM BACKFXL ABOVE INSILATON INSULATOR. USETWO LAYERS, EACH 1-1/Y •c SHALL BE PLACED CARENLLY -� TO AVOID ISULATON DAMAGE //'THICK, WTH JDNITS STAGGERED. INSTALL ✓�/ WHEREVER CALLED FOR N THE PLANS /-FM AREAS CALLING FOR MSIAATIM, SMOOTH AREA BEFORE CONTINUE RPE REDDMG TO 3' ABOVE PLACEMENT OF INSULATION ��� is CROYM M NPE' BAND OR OR AR COPE BEDDING NM WATERLINE- 95% OMPDUCTILE .I OECTED MAXMUM DRY OF ✓. /i ?r USI. ,. THE STANDAR TEST. ACNNDNG TOD ASTMCTOR W98 TYPICAL TRENCH DETAIL. DUCTILE IRON WATERLINE NT8 N41F5: ALL FITTINGS MAT ARE TO HAVE CONCRETE POURED AROUND THEM ARE TO SE WRAPPED WIN 4 - POLYETHYLENE PBR TO CONCRETE PLACEMENT. EXISTING ASBESTOS CEMENT WATERLINES MUST BE EXPOSED AND THE CUMDE DIAMETER OF THE PPE MEASRED RIM TO THE TAPPING SLEEVE BEIND ORDERED BY THE CRWUCTM. IALW BOX D 'WATER' CONCRETE THRUST BLOCK SIZE DETERMINED BY SOON. COMDITIRs TYPICAL TAPPING SLEEVE AND VALVE DETAIL MS FLANGED END CAP WIN TAP FOR I' BALL VALVE iV&VE BOX SET i To MADE (g - �(2) 3/4' RODS WIN DUC LUGS um ALL ,ANTS BETWEEN MAIN ANO -{ (DOUBLE NUTTED) COATED WIN ASPHALT SEALANT OR AN BUILDINGS SHALL BE RESIRANEO .wDRin9' 3 ; APPROVED EQUAL GATE V&VE- WN DUCTILE WON TYPE CDHHECTORS MECHPNIC&- F JOINT TEE S SLEEVE & FOUNDATION - {Q .-OIUC LUG BY OTHERS E (TVPICK) MAN_ WATMN. - 3,000 PA CONMETE —_ THRUST BLOCK + BUILDING 3,000 PSI CONCRETE / FOOTING THRUST BLOCK NR PPE BL BE DUNS TO ,J CL 52 DUCTILTHE LONGEST USING THE LONGEST POSSIBLE LRGNS TO MINIMIZE THE NUMBER OF JOINTS TYPICAL WATER SERVICE CONNECTION DETAIL NISI 20 BOLTS AND NUTS TO REMAIN ACCESSIBLE AND ARE TO BE COVERED N PLASTIC To PREVENT CONCRETE FROM ADHERING TO THEM. 2 33R PSI CLASS B CON IE MINIMUM WON�OIA. M PAE42' TYPICAL END OF LINE PIPE ANCHOR MS FINISH MADE TAPE OR APPROVED IN EWAL, CENTERED THE PPE. BURY 4' - 6' BELOW FINISH MADE Y SELECT EXCAVATED MATERIAL -COMPACT Xj SELECT EXCAVATED MATERIAL WN STONES NO LARGER THAN 3' N DIAMETER. COMPACT IN 6' LIFTS TO A DENSITY OF 95TG •, ° IN 12' UFTS TO A DRST" OF 951L OF THE MAXIMUM MY DENSITY USING OF THE MAXIMUM DRY DENSITY THE STANDARD PROCTOR USING THE STANDARD PROCTOR TEST, ACCORDING TO ASTM D898 / ° TEST. ACCORDING TO AMD15N '�• 3' r 38' EXTRUDED POLYSTYRENE FOAM BACKFRL ABOVE INSULATION '/^ INSULATION. UBE iW0 LASERS EACH 1-1 /2' WTN JOINTS STAGGERED. INSTALL SHALL BE PLACED CARENLLY TO AVOID wsuLAnM DAMAGE \�NIIX, '.;`� �'�'� �, MMEREVER CALLED FOR IN THE PLANS. FOR AREAS CALLING FOR INSULATION, SMOOTH AREA BEFORE / CONRNUE PIPE BEDDING TO S ABOVE PLACEMENT OF INSULATDN CROW, OF PIPE. PVC PPE RUSHED STONE TYPICAL TRENCH DETAIL. PVC GRAVITY SEWER TUTS BEBAR NARKR SET AUST BELOW FINISH MADE PLC WAIER'C�­24" TO &LOW LOCATION WITH REMOVABLE CAP WTH MAGNETIC LOCATOR INTERNALS 45' SEA 35 i PVC ELBOW 45' SORT 35 PVC W'YE SM 35 PVC mR 35 SON 35 PPE ROM BUILDING PVC PPE pvc PAT FERN CO CONNECTOR TYPICAL CLEAN OUT DETAIL NP3 PIZZACALLI PROPERTIES. LLC MOUNTAIN VIEW BUSINESS PARK P.O. BOX 2009 HINESBURG ROAD BURLINGTON. VERMONT 05403-2009 SOUTH BURLINGTON. VERMONT FINISH GRADE UNEGUAM TAPE OR 10 DETECTABLE UNDERGROUND MARKING APPROVED EDUAL CENTERED OVER THE PIPE. BURY 4- - 6- BELOW FINISH GRADE SELECT EXCAVATED MATERIAL P.'. • ° SELECT EXCAVATED MATERIAL MTN STONES HO LARGER THAN 3' N DIAMETER. COMPACT IN ,. COMPACT N 12' UFTS TO A DENSITY OF M OF THE 6' LRTS TO A DENSITY OF 951E - OF THE MAXIMUM DRY DENSITY MAXIMUM MY DENSITY USING THE STANDARD PROCTOR USING THE STANDARD PROCTOR • TEST, ACCORDING TO ASTM D698 TEST. ACCORDING TO AM D6911 1 A 3' . M' EXIF UUDED POLYSTYRENE FOAM BAIXFILL ABOVE WSULATION � INSULATION. USE TWO LAYERS. EACH 1-1/2' SHALL BE PLACED CAREFULLY -\ NICK, WIN —Ts STAGGERED. WH ER CALLED FOR I THE P ANS.ALL TO AYTXD ISULAT" DAMAGE ` 17S FOR AREAS GIVING FOR INSULATION, SMOOTH AREA BEFORE .. f CMTNUE PIPE BEDONC TO r ABOVE CROW, CF PPE PLACEMENT OF INSULATION X / �'-6'.... SAND OR GRANULAR PPE BEGGING FORCE MAN PPE COMPACTED TO A DENSITY OF 95X Oi THE MAXIMUM MY DENSITY USING THE STANDARD PROCTOR TEST, ACCORDING TO ASTM NAT i r TYPICAL TRENCH DETAIL, MS FORCE MAIN LEBARON LC266 MANHOLE FRAME & COVER OR APPROVED EQUAL - FINISH MADE - - CAST W (DACE CONCRETE RISER RINC RSI PRECAST BUTYL ROPE (TYP-L) REINF RER,FORCEO CONCRETE SEWER MANHOLE AS1M GZB-BB REINFORCED COPOLYMER PGLYRRYLENE RUNG S 12' O.C. 4,D00 PA 4'-0' CONCRETE 2'/FT. SLOPE WAIF 3.. PS NmMETE 2/3 NA. i' THICK (DUN.) ,....-' CRUSHED STORE -. HARDENED RICK M EDGE ASTM C32 LT RAGE Ss MORTARED IN RACE M HALF PIPE MORTARED IN PLACE SANITARY SEWER MANHOLE TUTS DETAIL CENTER ONE LENGTH OF PIPE OVER SEVER To' WIW IUM WATER SEPARATOR DISTANCE IX RM M SEPARAA MTION DISTANCE _ SEWER PARALLEL INSTALLATION CROSSINGS SEWER - WATER SEPARATION HORIZRATAI. SEPARATOR NOTE SEVERS SHKL SE LAID AT LEAST TEN FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAN. THE DISTANCE SHALL BE MEASURED EDGE OR PIPE TO EDGE OF PIPE. WHERE WPRACTIC& WE TO LEDGE, BOULDERS, R OTHER UNUSUAL CONDITIONS. TO MAINTAIN TEN FOOT HORIZRT& SEPARATION BETWEEN SEWER AND WATER LINES, THE WATER LINE MAY BE N A SEPARATE TRENCH 0 R AN UNDISTURBED EARN SHELF IN THE SEWER TRENCH PROVIDED THAT THE S070M M THE WATER LINE IS AT LEAST IS INMES ABOVE THE TM OF THE SEWER, WERE- IMPOSSIBLE OR IMPRACDCAL TO MAINTAIN 18 INCHES KRTIC& SEPARATION. THE SEWER LINE SHALL BE CONSTRUCTED TO NORMAL WATERLNE STANDARDS AND PRESSURE TESTED TO 50 PS FOR 15 MINUTES RIM TO BAMFILUNG. NO LEAKAGE SHALL BE ALLOWED FOR MIS TEST. SEWERS OSSMG WATER MANS SHALL "'dlW BENEATH THE WATER MAN WTH AT LEAST IS INCHES VERTICAL CLEARANCE BETWEEN THE TM OF THE SEWER ANT. BOTTOM M THE WATER MAIN. MEN IT IS IMPOSSIBLE TO MAINTAIN THE 18 INCHES VER11C& SEPARATION OR VRHEJE THE jVfjR MUST BE LAD ABOVE THE WATER MAN. ) THE CROSSING SHALL BE ARRANGED SO NAT RE FULL LENGTH OF SEWER IS CEN R:RED ABOVE OR BELOW THE WATERLINE WTH SEWER ,DWTS AS FAR AS POSSIBLE FROM WATER XXNTS, 2) THE SEWER PIPE MUST BE CONSTRUCTED TO WATER MAIN STANDARDS FOR A MINIMUM DISTANCE OF 20 FEET EITHER AD OFTHE CROSSING OR A TOTAL OF THREE PIPE LENGNS, WHICHEVER IS MEATER 3) THE SECTION CONTRUCTED TO WATER MAIN STANDARDS MUST BE PRESSURE TESTED TO MAINTAIN 50 PS FOR 15 MINUTES WITHOUT LEAKAGE PRIOR TO BACKFILLING BEYOND RE FOOT A80IR THE NPE TO ASSURE WATERTIGHTNESS. 4) WHERE WATER MAIN CROSSES UNDER A SEWER, ADEDUATE STRUCNRK SUPPORT SH&L BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO THE WATER MAIN. TYPICAL SEWER — WATER SEPARATION REQUIREMENTS WATER & SEWER DETAILS Nrs Ronald L Bagnlin .k Consulting ,k ° Engineers; Inc pWllirg 136 fkad Simf 5 Asses � lsoTA PernePTTt NOTE: ALL B— ILL TO ME MOROUGHLY COMPACTED N 6' LIFTS TO A DENSITY OF 95% OF THE MAXIMUM ORY DENSITY USING THE STANDARD PROCTOR TEST. METHOD A. ACCORDING TO ASTN D691L FINISH TRADE PRECAST RISER RING S.T. ONSWOLD /5]0 PRECAST CONE" CATCH BASIN OR AN APRREAED EWAL (ROMORCED 4.000 PS CONCRETE) UNDISTURBED SDL OR THDRGJGIILY COWACTEO ORAVEL PRECAST CATCH BASIN with STORM DRAIN LINE AW A' TOPSO,L - EERWZE —� �- ARIES VARIE LWE. SEED, k MULCH VA 5 A:1 12' TYPICAL GRASS L19ED DITCH AA9 a' TOPSGL - FERRLIZE VARIES— ARIE NAE ENE. SEED, k MULCH (N:V) 12- INNS'. . .) NRAFI IRON ¢-y n 6" TYPE I STONE FRL. vAOT sPEc nD6.0A GEOIE%TLE FABRIC DITCHES TO EE STONE LINED A" HELL -GRADED W SLOPE EXCEEDS 5% BANX " GRAVEL TYPICAL STONE LINED DITCH Mrs L:E VARIES. .._, 1 M:y SEE PLAN MN. J DRAINAGE PWE 1 MTI END SECTION 12' N TYPE I 17 ,AM SPEC noA.o6 16' TYPE I STONE fLl MNM TAG! VAOT SPEC 1 .06 GEOTEXTLE FABRIC TYPICAL STONE PAD DETAIL Ins w FINISH MADE LNEWARD M DETECTARLE UNOERGPOLND MARRING - APE OR APPROVED Eg1AL, CENTERED OTER THE ME. BIMY 4 - 6' BELOW FINISH CRAOE SELECT EXCAVATED MATERIAL TRYN STONES NO LAROER TN- p /-SELECT EXCAVATED MATERIAL T N DIAMETER. CWPACT IN 6' LWTS TO A DENSITY of 95. CI K^ E / COMPACT IN 12" LIPS TO A DENSITY 0< 951E OE THE .-mu. myDENSITY vsRG CIF THE MAXIMUM — DENSITY USING THE STANDARD PROCTOR '' • THE STANDARD PROCTOR TEST. ACCORDING TO ASTM D690 TEST, AammIC TO ASTLI MM EXTRUDED POLYSTYRENE FOAM BA —ILL ROVE INSULATION - ^TINSULATION. USE TMO LAYERS EACH 1-1/2' TNICX, SHALL BE PULED CAREFULLY TO PNgO INSIAA110N DAMAGEMHEREYER +( MOTH ~S STAOMWD. INSTALL CALLED FOR IN THE RLAMS �FGt AREAS CALLING FOR INSGATOM, SM00M AREA BEFORE COHTNIIE PIPE BEOONO To T ABOVE PLACEMENT a NSLLAWIN `� CRDMN a RIPE. z SAND OR GRANULAR ME BOIF 95X PACTED TO A DENSITY 951E HOPE ME ':; MA ,. US TIE NA%TAN MIRY DENSITY IT USING THE STANDARD MCCA OR . CORDRG TEST. ACTO ASTM D6B W9 TYPICAL TRENCH DETAIL, HDPE STORM SEWER MS j3 PIZZAGALLI PROPERTIES, LLC PO. BOX 2009 BURLINGTON, VERMONT 05403- LT TITLE MOUNTAIN VIEW BUSINESS PARK HINESBURG ROAD SOUTH BURLINGTON. VERMONT ,� 2QQ1 �Si r 1' STORM WATER DETAILS Donald L Hamlin CTOnndling Engineers, Inc. bkuz ✓uncfinYA YPaYRon! O THE CONTRACTOR $HALL NOTIfY 'OIOSSAEE" AT �-BBB-J//-)233 PRIOR TO ANY E%CAVA➢ON � Ai LOCARONS NHICH NAY BE IN THE WMEOIAtE ' LIGHTING RTATI TI S KS7 LOT YA%IYIIN . Q)a k QO YxiaalY . 0. 61 k \ BRA¢¢ 2 ORWY RATq . 139:1 \ [A y LOT �� Axw61 . &Bak 4MRAIN � 0.22 k �T xERAGE � lxa NfaRYtt RAtp . 0.Jl1 YOIINIFD UCYi - RUIq —)-Y To1`1�'' Tew. 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Ss Otl a♦♦1��T I.is Lie Ii2 nb I.ie 2.}6 ;.fe0. 2.1T .15 it. N 1]T 13 a15 0A at. I11 116 z 1 1 236 xo ItT 06 I.EI I.}x AS 2}1 1.}T a1e ate ab 212 11e 15♦^1 Ih all 1.11 23 1 I. tix Ef1� I.Eo 212 487 117 a2i a12 ah z}s �l/ a3sr PIZZACALL/ PROPERTIES, LW P.O. BOX 2009 BURLINGTON. VERMONT 05403- 2 Il ob I I I, a16 ab a at6 ab a}T I. e z it Lb A ab a19LEI 1.k 1.1f I. a III is1. 09 LSD 232 I.15 1 a 1if I.t$ Lb ah ate 11.151, 2. a I Iftl 111 6 (IS 4110 � ``a11 1.14 Sib �AOBDL STATE OF VERMONT - INTERSTATE 89 3¢NDL, CT ITLE - — MOUNTAIN VIEW BUSINESS PARK HINESBURG ROAD SOUTH BURLINGTON, VERMONT rar?v 2 2001 LIGHTING PLAN HELEN TILLEY N/F 1lonala2 L. Hamlin Consullinq Engineers, Inc. 196 JM1.11 dY.wer Asa:.r.�rscr.na V,—..r PC � * pizzagalli p r o p e r c l e s, I l c 50 Joy Drive, Post Office Box 2009 So. Burlington, Vermont 05407-2009 T 802.658.4100 F 802.651.1307 www.pizzagalli.com November 14, 2001 Mr. Raymond Belaire Zoning Administrator City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Mountain View Business Park Application for Subdivision Sketch Plan Review Dear Ray: On November 2, 2001, Pizzagalli Properties, LLC submitted an application to the City of South Burlington for the subdivision (Sketch Plan Review) of a piece of property we own at 750 Hinesburg Road. At the same time we were also looking to submit an application for site plan review for a thirty thousand (30,000) square foot office building on said property. You noted that the Development Review Board would be unable to review or approve our site plan until the subdivision review was completed. But stated that because all of the site plan information was already included on the subdivision plan submitted to the DRB that we may be able to request an informal site plan review at the same time the subdivision was being considered. Please let this letter serve as our request for such an informal site plan review of the DRB if possible. Also, please don't hesitate to contact me with any questions conccr-ing the submitted plans or application. Since Robert T. Bouchard Development Manager �%� -: E.-:- 4� x 44.-1 "T lal-- - Grnaa 3 -� CL�2. To: Applicants From: Stephanie Smith, City of South Burlington RE: Project Staff Notes Date: December,*, 2001 Re: Sketch plan # SD-01-65 of Pizzagali Investment Company, 750 Hinesburg Road. Overview: Sketch plan of Pizzagali Investment Company to subdivide a 7.86 acre lot into two (2) lots and a discussion to build a 30,000sq. ft. office building at 750 Hinesburg Road. Issues, Sketch Plan: a) The applicant should be aware this is a major subdivision. b) Wetland delineation is needed for preliminary plat approval c) Applicant should be aware of the requirements for preliminary plat approval found in Section 203 of the Subdivision Regulations. Issues, Site Plan: a) Only one (1) driveway is allowed per lot unless specifically approved under Section 26.103 (a) of the zoning regulations. b) Plan notes indicate proposed 15,000sq ft building and parking notes indicate it is a 30,000 sq ft building. Which is correct? c) Parking areas and building are located right up to the CO District boundary line. Staff is concerned that the CO District will be disturbed during construction. Completeness of Plan: The applicant has submitted sufficient information for Development Review Board to consider the sketch pan application with the above exceptions noted. Please provide additional information by December 11, 2001. Recommendation: Staff recommends this application be authorized to proceed for sketch plan consideration at the December 18, 2001 meeting. City of South Burlington Application to Development Review Board Name of applicant(s) Address Represented by Landowner 1 1 Official Use APPLICATION # HEARING DATE _ FILING DATE FEE AMOUNT _ Telephone # Location and description of property Adjacent property owner(s) & Address Type of application check one: ( )appeal from—-;qn o Administrator Officer (includes appeals from Notice of Violation) ( ) request for a conditional use ( ) request for a variance ) other I understand the presentation procedures required by State L w (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month (first and third Tuesdays). Th t a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is off -set the cost of hearing. Provision of zoning ordinance in question Reason for appeal/application Other documentation Date Signature In accordance with the South Burlington Zoning Regulations and Chapter 117, Title Development Review Board will hold a public hearing at the South Burlington Muni Street, South Burlington, Vermont on'Tuesday, at 7:30 P.M. to Application of seeking a from Section R of the South Burlington Zoning Regulations. Request is for permission to V.S.A. the South Burlington al Offices, Conference Room, 575 Dorset %ider the following: Permit Number SD - APPLICATION FOR 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 Investment Company - Successor by merger to 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 215 Pages 111-113 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 SimDle 5) CONTACT PERSON (Name, mailing address, phone and fax #) Robert Bouchard Development Mgr. Pizzagalli Properties, LLC 50 Joy Drive So. Burl. VT Tel# 658-4100 Fax# 651-1307 6) PROJECT STREET ADDRESS: 750 Hinesbur 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 0860-00750 . L 8) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate uqe, None b) Proposed Uses on property (include description and size of each new use and exi' &g uses to remain) Commercial Office Building - 30,000 sq.ft. c) Total building square footage on property ro osed uildings and-xjsyting buildings to remain) Proposed - 30,000 sq.ft. No existing uildings on site. d) Proposed height of building (if applicable) e) Number of residential units (if applicable, new units and existing units to remain) None f) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) The proposed building will have accesG onto Hinesburg Road via a deeded 60' R.O.W. controlled by the City of Sontb Rnrlingtnn 9) LOT COVERAGE a) Building: Existing 0 % Proposed 7.6 % b) Overall (building, parking, outside storage, etc) Existing 0 % Proposed 33.5 c) Front yard (along each street) Existing 0 % Proposed i 5.8 % 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) 150' buffer from I-89 R.O.W. 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) Pizzagalli proposes to install a wastewater pump station and forcemain in addition to a water line extension as shown on the enclosed site plan. 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may be provided on a separate attached sheet) Russell Tilley 700 Hinesburg Road South Burlington, VT 05403 v Helen Tilley 700 Hinesburg Road South Burlington, VT 05403 y State of Vermont-AOT 133 State Street Montpelier, VT 05602 13) .ESTIMATED PROJECT COMPLETION DATE May 1, 2003 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 free. 2 I hereby certify that all the iXIGNATURE 'quested as part of this application has been submitted and is accurate to the best of my k OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: I I b r l I have reviewed this sketch plan application and find it to be: Complete ❑ Incomplete Director of Planning & Zoning or Designee 3 Date