Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
BATCH - Supplemental - 0192 Tilley Drive
AGENCY OF NATURAL RESOURCES DEPARTMENT OF ENVIRONMENTAL CONSERVATION WATER QUALITY DIVISION 103 SOUTH MAIN STREET WATERBURY, VERMONT 05671-0408 NOTICE: DRAFT DISCHARGE PERMIT PUBLIC COMMENT PERIOD: July 7, 2011 -August 5, 2011 PERMITTEE INFORMATION PERMITTEE NAME PERMITTEE ADDRESS PERMIT NUMBER PROJECT ID NUMBER: DISCHARGE INFORMATION NATURE: Treated stormwater VOLUME: As necessary Pizzagalli Properties, LLC PO Box 2009-50 Joy Drive South Burlington, VT 05407-2009 3805-INDS.IR EJO1-0291 RECEIVING WATER: Unnamed tributary to Potash Brook EXPIRATION DATE: Five years from issuance date of final permit DESCRIPTION: This is a draft discharge permit proposed for re -issuance to Pizzagalli Properties, LLC for the discharge of stormwater runoff from Mountain View Office Park - Lot 4 located on Tilley Drive, off of Vermont Route 116 in South Burlington, Vermont to an unnamed tributary to Potash Brook. The means of treatment includes wet detention ponds. Draft discharge permit #3805-INDS.IR will renew and replace previously issued discharge permit #3805-INDS.1 issued for the same project. TENTATIVE DETERMINATIONS The Secretary has determined that the permitted discharges satisfy Vermont's Anti -Degradation Policy described in the Department of Environmental Conservation's Interim Anti -Degradation Implementation Procedure, because the procedure allows a presumption of compliance for discharges that are in compliance with the Vermont Stormwater Management Manual and any additional best management practices that will be used to control the stormwater discharge as W described in Section IX.D. Ld. of the Department's Interim Anti -Degradation Implementation Procedure. The Secretary has also determined that for such discharges that qualify for the presumption under IX.D. Ld, all existing uses of surface waters, and the level of water quality necessary to protect those existing uses will be maintained and protected. The Secretary has determined that if the permittee is in full compliance with all permit conditions, including approved plans, monitoring, reporting and recordkeeping conditions, and is fully implementing stormwater BMPs required by this permit, the permitted discharges will meet the requirements of the Vermont Stormwater Management Manual and qualify for the presumption described in Section IX.D. Ld. of the Department's Interim Anti -Degradation Implementation Procedure and will be presumed to comply with the Vermont Water Quality Standards, including but not limited to § 1-03 (Anti -degradation Policy). FURTHER INFORMATION For information on the application, access to related documents, including the draft permit, the Vermont Water Quality Standards (including §1-03 Anti -degradation Policy) or the Vermont Stormwater Management Manual, 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: 802-241-3777 Copies, obtained by calling (802) 241-3777, 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) August 5, 2011, by the Agency of Natural Resources, Department of Environmental Conservation, Water Quality Division, Building 10 North, 103 South Main Street, Waterbury, Vermont 05671-0408 or send via email to Stormwater@state.vt.us. If sending by mail, the permit number should appear next to the VANR address on the envelope and on the first page of any submitted comments. If sending by e-mail, the permit number should appear on the subject line. 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. RIGHTS TO APPEAL TO ENVIRONMENTAL COURT 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. Pursuant to 10 V.S.A. Chapter 220, any appeal of this decision must be filed with the clerk of the Environmental Court within 30 days of the date of the decision. The appellant must attach to the Notice of Appeal the entry fee of $250.00, payable to the state of Vermont. The Notice of Appeal must specify the parties taking the appeal and the statutory provision under which each party claims party status; must designate the act or decision appealed from; must name the Environmental Court; and must be signed by the appellant or their attorney. In addition, the appeal must give the address or location and description of the property, project or facility with which the appeal is concerned and the name of the applicant or any permit involved in the appeal. The appellant must also serve a copy of the Notice of Appeal in accordance with Rule 5(b)(4)(B) of the Vermont Rules for Environmental Court Proceedings. For further information, see the Vermont Rules for Environmental Court Proceedings, available on line at www.vermontiudiciar�org. The address for the Environmental Court is 2418 Airport Road, Suite 1, Barre, VT 05641 (Tel. # 802-828-1660). David K. Mears, Commissioner Department of Environmental Conservation r V_46/j,e southburlington PLANNING & ZONING November 24, 2009 Robert Bouchard, Development Manager Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Re: 192 Tilley Drive Dear Mr. Bouchard: Enclosed, please find copies of the Findings of Fact and Decisions rendered by the Development Review Board on November 23, 2009 (effective 11/23/09). 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 Site Plan Application Permit Number SP-d- 7 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 # 802-660-6805 Fax # 802-660-6868 2. LOCATION OF LAST RECORDED DEED (Book and page #): Book 681 Page 736 3. APPLICANT (Name, mailing address, phone and fax #): Pizzagalli Properties, LLC, 50 Joy Drive, South Burlington, VT 05403 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, Development Manager Pizzagalli Properties, LLC, 50 Joy Drive, South Burlington, VT 05403 Tel # 802-660-6805 Fax # 802-660-6868 a. Contact e-mail address: Bbouchard(cDpizzagalliproperties.com 5. PROJECT STREET ADDRESS: 192 Tillev Drive 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 0860-RR750 7. PROJECT DESCRIPTION a. General project description: 192 Tilley Drive is a two-story, 55,350 square foot, medical office building with 237 parking spaces on 14.43 acres, located on Lot 4 of the Mountain View Office Park. Pizzagalli is applying to incorporate some recent changes to the site plan. Installation of a picnic area and the relocation of some handicapped parking spaces closer to the front of the building. Site Plan Application b. Existing Uses on Property (including description and size of each separate use): Existing use includes a two-story, 55,350 square foot medical office building with 237 parking spaces. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Changes to the site plan include a picnic area in the southeast corner of the site and the relocation of some handicapped parking spaces to the front of the building. d. Total building square footage on property (proposed buildings and existing buildings to remain): No changes to building. Existing building is now 55,350 gross square feet. (Original building 54.000 sf plus MRI addition 1350 sf.) e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Two floors. 28'. f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees & company vehicles (existing and proposed, note office versus non - office employees): 200 employees h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): 8. LOT COVERAGE Total Parcel Size: 628,571 Sq. Ft. a. Building: Existing 4.8 % / 30,039 sq. ft. Building footprint & canopy. Proposed 4.8 % / 30,039 sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 19.4 % / 121,735 sq. ft. Proposed 19.4 % / 121,735 sq. ft. c. Front yard (along each street) Existing 0 % / 0 sq. ft. Proposed 0 % 0 sq. ft. 2 d. Total area to be disturbed during construction (sq. ft.) N/A 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): $ N/A b. Landscaping $ N/A c. Other site improvements (please list with cost): Creation of picnic area -- no cost. Relocation of two handicapped parking spaces -- $350. 10. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): 600 average daily trips b. A.M. Peak hour for entire property (in and out): 74 vph in, 10 vph out c. P.M. Peak hour for entire property (In and out): 14 vph in, 67 vph out 11. PEAK HOURS OF OPERATION: 7:00 a.m. - 5:00 p.m. 12. PEAK DAYS OF OPERATION: Monday - Frida 13. ESTIMATED PROJECT COMPLETION DATE: 7/01/09 14. ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) North, East & West -- Pizzagalli Properties, LLC, 50 Joy Drive, South Burlington, VT 05403. South -- Interstate 89, Northbound R.O.W., VTRANS, State of Vermont. 3 Site Plan Application I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line Robert Bouchard PRINT NAME DATE OF SUBMISSION: REVIEW AUTHORITY: 11 Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: �'J Complete ❑ Incomplete I rector of Planning & Zoning or Designee LDi . PROJECT STATISTICS E E RAC 1 3=1 LOr 51ze H..S Iao.o BUI— CO EC E OAA IA SOD PARKING It DRIVE —ERAGE 2.0 11.1 SIDENALK I CQNC. PAD COVERAGC ODD 0.5 TOTAL f "RAGE YAO MI 50.O ZONING OISTRK.T. INDIIBTRIAL R WEN SPACE PR ,-D. 2ST SPACES NOTES, I T—RAPHY ON LOTS 4 AND 5 15 BASED ON TOTTnRAPHIE SURVEYS PERFOS'IED IN 2 5 BY CQNALD L. HAMLIN CONSULTING ENGINEERS, INC. RECORD TOiJ'GRAPNT NAB PERFORMED ON IVWOT AND IVOT N. 2. ALL UTI 'TIM SHOWN ON THIS RAN ARE BASED ON THE BEST AVAILABLE INFORMATION AND ARE APPROIRIMATE. CDNTR OR SHALL I—TE WITH CALI M. ANY UTILITIES DAMAGED BY THE CONTRACTOR DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED IN A TIMELY FASHION AT THE EKPENSE OF THE CONTRACTOR. 5. ff E ATIOND ARE BASED ON 1-5 DATUM TAKEN FROM A SENCHMARK AT THE NORTHWEST CORNCR OF THE NEW MILANO TELEPHONE PROPERTY LOCATED ACROBS INTERSTATE M FROM THE TILLEY PROPERTY. BENCHMARK ELEVATION WAS OBTAINED FROM FRED KOERNER, P.E., BURLINGTON, VERMONT. A.ALL AREAS OF DISTURBANCE SHALL BE STABILIZED WITHIN I CALENDAR DATE OF INITIAL DISTURBANCE. AFTER THIS TIME, ANY DISTURBANCE IN THE AREA MUST BE STABILISED AT THE END OF EAON WORK DAY ONLEM WORK IS TO CONTINUE IN THE AREA WITHIN THE ND.T 24 HOURS, AND THERE 15 NO PRECIPITATION FORECAST FOR THE NEKT 24 HOURSI OR THE WORK 15 BEING PERFORMED IN A SELF-CONTAINED EI VATION WITH A DEPTH OF 2 FEET OR GREATER (I.P. HOUSE FQ NDATION, UTILITY TRENCHES). ALL AREAS OF DISTURBANCE SRMLL HAVE PERMANENT STABILIZATION WITHIN AS HQ1RS OF REACNING FINAL GRADE. " OF EV FAA ypE�J ? • � AA ��•II`. NO. 7201 Q ,PN• ss v.15Tf ,1 •G,,N — _ _ \ • �/ MOUNTAIN VIEW BUSINADDIPARKTION LOT 4 South Burlington, Vermont ,-AF ,-Pon \\\ /i—\✓/ \� 1 1 • ' • • ' / / / / I \ I I I \ •131 H U R C H $TLLV0R5E4E T1 ,-PGe BU 0TEL 802.862.0098 • / / / \ '� / I ' `v 802.865.2440 2-Poe I I -- \\\ / ` � I 1 wW W. SEG ROU Y. Co. 1420b `\\/ 1-AS 2-PGa J .� �1 \ _ \ \ Developer 'Q Jay Drive • . • . / // I /_ ( `�. / r �' `1I�i==__=— \�\ • / SouN BuArgtan.VT 05407 3-AC/ ji `� 1 i _T •/ - - _ I ` I I\\ \\ I \' / ' • / o 20' as eo 51 5-TRANSPLANTED TRANSPLANT TREE soma. 1^=aa I'- `! SHRUBS FROM AND SHRUBS FROM PHASE ONE PHASE ONE _ �\ \ \ / • 2-Poe — 1 — I 'a \ Data 08.05.08 ,-PGb awn a \ I Dawn MdL • 1 r- r '.' -\-�. ... p, \ IA. ADD IT I Rev �s,ons r 1` 2-AC i S-EA � i _ • • • c \ % TRANSPLANTED TREE 1 / - _- - — \ SEA S-EA I I / / ' • , • , (I ' • / • / ` T FROM PHASE ONE -1 { S \ I 2-AC J L J 1-PGb \ rr v J \ 3-AC ' \ 2 PGe / I \ 3PGb 2-AC Title PLANTING PLAN Sheat Number. L1.1 Project Number. G5237 PI d File. L7.1-Planbn9 an. w•9 NOTE: EXAMINE ENTIRE TREE AND REMOVE y ALL NURSERY TAGS, ROPE, STRING, OR SURVEYORS TAPE TO PREVENT FUTURE GIRDLING. SURROUNDING SOIL SHOULD NOT 115 EXCEED 80°A COMPACTION, DRAINAGE WILL BE REQUIRED IF COMPACTED SOILS ARE PRESENT TOP OF FOOTBALL TO BE PLACED R � AT SAME LEVEL THAT IT WAS 12" X 1 1/2' NYLON/COTTON WEAVE GROWN IN NURSERY. SLIGHT TIES WITH 314" GROMMETS ROOT FLARE SHOULD BE EVIDENT. 1/8' 7 X 7 STEEL CABLE FASTENED mom' ROOT FLARE SHOULD BE AT OR W/ (2) ZINC PLATED CABLE CLAMPS. SLIGHTLY ABOVE FINISHED COVER GUYS W/3' OF 3/8"DIA. SLIP GRADE. PLASTIC TUBING. F — 2* WELL COMPOSTED BARK MULCH TURNBUCKLE, EYE & EYE, ZINC — CUT AND REMOVE BURLAP PLATED, 10 5/8'OPEN LENGTH, 3/8" / FROM FOOTBALL THREAD DIA- INSTALL W/ TURNBUCKLE IN OPEN POSITION. _ - PLANT MIX TEMPORARY WATERING BASIN "3 PARTS NATIVE SOIL "1 PART WELL COMPOSTED (3) DUCKBILL TYPE ANCHORS ---� COW MANURE -- FINISH GRADE BREAK APART EDGE OF EXCAVATION y`a. FILTER FABRIC W/ SHOVEL AND BLEND PLANT MIX tFI' GRAVEL W/ EXISTING SOIL TO PROVIDE TRANSITION TO UNDISTURBED GRADE. / 4" PERFORATED PIPE WHERE APPLICABLE. PERFORATIONS UNDISTURBED GRADE: ---- LAID DOWN UNDER DRAIN. ESCAVATE ONLY TO SPECIFIED PLANTING DEPTH TO ENSURE 1'-6 1' AS REQ'D STABLE BASE min. see specs. min. A EVERGREEN PLANTING ifl SCALE I/4"=1'-T p-_evertreedwg PLANT SPACING PLANT CENTER PLANT ROW ALL EQUAL OR AS SHOWN ON PLANTING PLAN SPACING • NUM11BIER OF ROW-APUNTS5O. F7. s G.c. st.es• 0. 4'O.C, 41.5 0.07 WO.G 31.20' 0,12 30'O.C. 29'O.G 20.W' O.'S 20.]0' 0.20 NO ;Q IM OF SHRUM AM SPACING AS NOT OIN P—RNG SC MULE FINISH GRADE MULCH, AS SPECIFIED SHRUB ROOTBALL PLANTING MIX AS SPECIFIED SUB GRADE SHRUB PLANTING �LJ SCALE: 1/2" = 1'-O" 180° 180° NOTE: EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING, OR SURVEYORS TAPE TO PREVENT FUTURE GIRDLING. SURROUNDING SOIL SHOULD NOT EXCEED 80% COMPACTION, DRAINAGE WILL BE REQUIRED IF COMPACTED SOILS ARE PRESENT NYLON WEBBING FASTEN WIRE BELOW POINT OF -- MAJOR BRANCHING OR TO MAJOR OUTSIDE TRUNK. 2 k HARDWOOD STAKES. ALIGN STAKES PARALLEL W/ ROAD/ WALKS OR PARALLEL W/ DIRECTION OF PREVAILING WIND. RE DETAIL E/1-2.0 ALL STAKES TO BE CONSISTENT. TEMPORARY WATERING BASIN BREAK APART EDGE OF EXCAVATION W/ SHOVEL AND BLEND PLANT MIX W/ EXISTING SOIL TO PROVIDE TRANSITION TO UNDISTURBED GRADE UNDISTURBED GRADE - EXCAVATE ONLY TO SPECIFIED PLANTING DEPTH TO ENSURE STABLE BASE TOP OF ROOTBALL TO BE PLACED AT SAME LEVEL THAT IT WAS GROWN IN NURSERTY. SLIGHT ROOT FLARE SHOULD BE EVIDENT, ROOT FLARE SHOULD BE AT OR SLIGHTLY ABOVE FINISHED GRADE. 2" WELL COMPOSTED BARK MULCH CUT AND REMOVE BURLAP FROM FOOTBALL PLANT MIX - 3 PARTS NATIVE SOIL - 1 PART WELL COMPOSTED COW MANURE FINISH GRADE FILTER FABRIC GRAVEL - 4' PERFORATED PIPE WHERE APPLICABLE. PERFORATIONS LAID DOWN UNDER DRAIN g4TREE PLANTINGALE 1/4" - 1'-0' Tree Planting.dwg ALIGN STAKES PARALLEL W/ ROAD OR WALKS EDGE OF WALK OR CURB A. TREE STAKING ALONG ROAD OR WALKS DIRECTION OF PREVAILING WIND ALIGN STAKES PARALLEL W/ DIRECTION OF PREVAILING WIND. ALL STAKES TO BE CONSISTENT. S. TREE STAKING IN OPEN SPACES O 120 120 3" CAUPER TREES OR LARGER - ALIGN 2 STAKES PARALLEL 126 W/ ROAD OR WALKS O O /— EDGE OF WALK OR CURB C. TREE GUYING D TREE STAKING LAYOUT NO SCALE p-stake.dwg MOUNTAIN VIEW BUSINESS PARK LOT 4 South Burlington, Vermont Planning S Design 131 Chmh Stmd B~On, V-h.d 05401 ph— (802)862ZMB f-: (802) 865-2440 PC pizzagalli p r v P. r" 1• , 1 1 0 Developer 50 Joy OMe South BurnngW' VT 05407 802.851.1315 SOele: ASNOTED Dd 12.29..05 Dwwn By MKIN This PLANTING DETAILS Shed N—b"r. L2.0 P.pe t N—h"0 05237 Flla L2.0-Pl ,WgDdelLdwj i A A. H. •, i y I II iV , T 1 LL , r aqs u 'I^ //gyp / r / Obi? y •j 9,4.1 ` • sas.)• .. 4 ) �'. '/ // 111{{{ 66 \ v i ..ass s! `4..>> / \ L�C,,� i. �• T � Q y ' 0. { *+r.s � anM F.F. ELEV.-348.0 I a 1 I j - ...-.-' •REXRKD FLIT XYAND SNIPT• .... ..,.; ..-. .. BDO SY-O' • Yr-v BOLDING AT — MJN TMATW IXATING FLOOR ELNATION REM i r ry !// •.. Opp r I ...... / PJTING LKMT PULE AND IX�1 ' AND LIGHT FIXTURL ' ... RCTXN! lItATING L INEE RICE n f a a r l ICAF— SPLµ TREL - %E , C011C E SOT Ch . . J _. , ////% •.. _.. .-.../ Y RA..SN. IW M . IOC' � !S� •u15 r .... _ R[P_ AND(LK[[XISTINT• �, `j..�i :HIE Y•... QQYY4.....s I w..».. %COS VI IRS OS "'YWO) I !W COKRCTE PADS SY6'J 5.10 _ - i.. NT.S r NEW CLAN A T FENCL. e \ ENLED T K p, IIT . \ ARfI. O NA ,. - ... .. FN STINt 2 t ♦ _ F EXi PAVFMMENT FKL J ` NLM CONCR[TC I. ICW CHILLER LNC5 NEFi [XISTING CU CURB II SfE FIECHANKAL BANS \ eNS.F m,,.9 SILL .� r REM10i CXATMG I 1 PAVEMENT NEE PAVEMENT, / \ 6 avAW CLR��%C PAVII'ICHT HITCHING OCTAL EXISTING FAVCMDR '. IX S YtK LY'Fii ♦.rTj .." 1 E NEW PAVEMEIR .-' •45: - XE PAVEMENT MATCHING DETAL -i9 •!.q!I I yly •...w NV {RN TO 'I •�j #T,{.� NV O:T�Sryn Fi \ ��.aa a 3M:?t I / NFM BUILdNG 1GINT[D LIGHT "!Y %E LIGHTING PLAN I§n • an 4 31S I 1 I c 1 1 r Y � .. KET PIw TCT SM on o '. ff • ' I •3g3.6 _s.i FT.rcT.; .. ,.:.: • INSTALL a IXTIBIDED PDLTSTYR[NC .. r NSULATION NETNi -- ... � S • a AND OILER L•KS INNITALL EROStW _ _ . EN CHILLER PAD.. h' �s \ '1'•,�_..... _�.._...a..:� - a CONTROL PENCE TOP OF PAD [LLV-SYTL). %[ MECHANKAL HEM CHAIN LINO FENCE RELOCATE EXISTING TREES •. � ! .... .. -. ... .. �S.KR ..— %[ LANDSCAPING RAM'. I. J ...... -. ... ....... - .....1.. RTAtiS t :: . re• Y. art->3A.Hc -. T H WAF f344.72333 PRIOR TO ANY EXCAVAEION I I I I FATALY TOXIC GA55E5` T - C _I _,CM MAY NE IN THE IMMEDIATE IN UNDERGROUND PIP 5 - 5 v'CINITY OF UNDERGROUND UTIUMES. AND WASTE 5Y5TEM 5 JC nf5 PROJECT STATISTICS ruACJ rX•. LOT SIZE �H.A 1000 Bu�ILwNG cavEIRAGE o.w Ma ao.D NG E DRIVE <o.•[RAGE 2m 91DD+:NUC I COK. PAD COJERAGL Om O TOTAL COJERAG! 2a0 A.{ SO.O ZONING .-RKT> INDUSTRIAL I OPEN —1 PRDJIDED• NOTES. 1. TOPDGRAPHY ON LOT] { AND S A EKSED ON TOPOGRAPHIC SURVEYS PERFORMED IN — IT CXNALD L. NAMLMI CONSULTING ENGINEERS, INC. RECORD TOPOGRAPHY HAS LRFORMED ON IVONO) AND 12/OTMT. 2. ALL —TIES EHO N ON THIS RAN ARE BASED ON TIE NEST AVAILABLE INFOBIATHON .YID ARE APPROAIYMTE. CONTRA— SHALL EXCAVATE HITH CAUTION. ANT UTILITIES DAYMA— BY THE CONTRA— DURING THE PERFORMANCE OF TIE HORK SNAIL NE REPAIRED N A TIMELY FASHKR AT TIE EXPEN A OF THE C Ibik TOR. S. ELNATIOIIS ARE BARD ON USGS DATUM TAKEN PROM A NEMCH•URK AT THC ItlRTHNEST CORNER OF THC NEN E-LAND TELEPHONE PROPERTY LOUITCD AOi%i INTERSTATE EA FROM THE TILLET PROPERTY NEK NONMA 4EVATWN HMS OBTANCD FROM FRED KOERNCR. PE. BUNLa6TO1, VERTORT. {. ALL AREAS Q DITIMBAKl SHALL NE STAIiii NTNIN H CALENDAR DAYS OF INITIAL dSTURBANCE. AFTER Ti TIME. ANY DISTURBANCE IN THE AREA PRAT NE — Ad -AT TNC END OF EACH MONK DAY UNLESS• HORIC IS TO CONTINUE IN THE AREA, NITHIN THE NEXT 24 HOURS AND THERE IS NO PRECIPITATION FORECAST FOR THE NEXT 24 H'1URS1 OR TNC YILRNC A EN— PERFORMED IN A %LF-CONTAINED --THON NTH A OEPTM OF 2 FEET OR GREATER (I.a 140— FONDATIW. UTILITY TRENCHES). ALL AREAS O dSTURE NNCC BNALL NAK PERMANENT STAB — REACHING I,— GRADE. �p�W No. 7201�[W� oot rF�, 'ass •.......• �; ,,• PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VERMONT 05403 MILE MOUNTAIN VIEW OFFICE PARK LOT 4 MRI ADDITION MLE SITE PLAN "ICE OomddNL-,{Hamlin JPN JPN Candling 08-: Lngineers, /nc. m; JPN G^_'I VERMONT state of Vermont Agency of Natural Resources Department of Environmental Conservation WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS /REGULATIONS INVOLVED 10 V.S.A. Chapter 64, Potable Water Supply and Wastewater System Permit Wastewater System and Potable Water Supply Rules, Effective September 29, 2007 Chapter 21, Water Supply Rules, Effective April 25, 2005 Permit Number: WW-4-2570-1-R Landowner: Pizzagalli Properties, LLC c/o Robert Bouchard 50 Joy Drive South Burlington VT 05403 PIN: EJoi-o29i This permit affe--ts property identified as Town Tax Parcel ID #o860-0075o and referenced in deeds recorded in Book 445 Page 6 of the Land Records in South Burlington, Vermont. This project, consisting of correcting Permit #WW-4-2570-1 to construct a 1,350 square foot one story addition to the existing 54,000 square foot two story orthopedic building and change to t00% medical office space with a maximum occupancy of 103 employees and 182 patients per day served by municipal water and wastewater services located in South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions: GENERAL 1. This permit does not relieve the landowner from obtaining all other approvals and permits as may be required from the Act 25o District Environmental Commission, the Department Public Safety, Division of Fire Safety- telephone (802) 879-2300, the Department of Health - telephone (802) 863-7221, and local officials rp for to proceeding with this project. 2. The conditions of this permit shall run with the land and will be binding upon and enforceable against the landowner and all assigns and successors in interest. The landowner shall be responsible for the reenrrling of this permit in the South Burlington Land Records within thirty, (3o) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this perinit. 3. All conditions set forth in Permit #WW-4-257o-i shall remain in effect except as modified or amended herein. This Permit corrects the description approving the building occupancy at 103 employees and 182 patients per day. . Laura Q. Pelosi, Commissioner Department of Environmental Conservation By Ernest Christianson, Regional Engineer Dated September 29, 2oo8 cc: South Burlington Planning Commission Donald L. Hamlin Consulting Engineers, Inc. Act 25o District Environmental Commission - Case #4C1153 Department of Public Safety, Division of Fire Safety Department of Health - Food & Lodging Licenses uo.r;nnnl nffira.e - Rnrre/EssexJct./Rutland/Springfield/St. Johnsbury 1 09/26/2008 Ca-y of South Burlington Grand . st Page 1 of 1 10:18 am Parcel Report bmcdonough For Parcel: 1718-00192. PIZZAGALLI PROPERTIES LLC Name PIZZAGALLI PROPERTIES LLC 50 JOY DR S BURLINGTON VT 05403 Location (A) LOT 4 FROM 0860-RR750 911 192 TILLEY DR Desc. 14.43A, OFFICE BUILDING Codes: (1) (Category) C (Equipment) (Owner) C Wood Crop Pasture Other Site Total Acres: 0.00 0.00 0.00 0.00 0.00 14.43 Real Land Building Equipment Inventory Values: 5,375,600 330,000 5,045,600 0 0 Homestead Veterans Farm Stab. L.U. Acres Land Use 0 0.00 0.00 0.00 0.00 Contract Lease Prev. Eqpm Land Use Amt Prev. Real 0 0.00 0 0.00 5,375,600 Housesite Special Exmp Grand List 0.00 0.00 53,756.00 Misc: Status: T Updated: 05/19/2008 Last sale was: Invalid on 05/16/2008 for $0 recorded on xxx/xxx Grievance Info: Flag: N Remarks: (1) SPAN: 600-188-17718 South Burlington Planning Zoning New Non -Residential Construction Impact Fees Grand List April 1, 2009 Project Name & Address 192 Property Owner Piz Effective Date TOTAL IMPACT FEE Drive ies, LLC 4/ 1/ 09 _$6,5o3,g7 Value of New Construction: Tvpe of Construction of Use F Elder Care Motel rch Fireproofed Steel Skeleton or Reinforced Concrete Masonry or Concrete SF Bearing SF Wall Structure Wood Frame Structure Pre -Fab Steel SF Structure SF 66 69 65 64 88 96 S93 88 123 0 113 silo S104 133 1,350 S71 69 S67 84 54 51 41 84 S81 S78 102 S74 S72 0 S72 Sprinkler credit? (Enter 1 if yes) Total Value of New Structure: Total Value of New Structure & Contents: Current grand list value of property: Past payments credit: Post construction value of structure & land Future payments credit: Base fee: NET FIRE PROTECTION IMPACT FEE: PM Peak Hour VTEs Past payments credit: Future payments credit: 5.02 $2,491.71 $6,055.11 $179, 55 $448,875. $5,375,60 $913•85 $5,555,150.00 $2,333.16 OTHER CREDITS: ROAD IMPACT FEE:-$3,527.53 ' VERMONT State of Vermont Agency of Natural Resources Department of Environmental Conservation WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED io V.S.A. Chapter 64, Potable Water Supply and Wastewater System Permit Wastewater System and Potable Water Supply Rules, Effective September. 29, 2007 Chapter 21, Water Supply Rules, Effective April 25, 2005 Permit Number: WW-4-2570-1 PIN: EJ01-0291 Landowner: Pizzagalli Properties, LLC c/o Robert Bouchard 50 Joy Drive South Burlington VT 05403 This permit affects property identified as Town Tax Parcel ID #0860-0075o and referenced in deeds recorded in Book 445 Page 6 of the Land Records in South Burlington, Vermont. This project, consisting of amending Permit #WW-4-2570 to construct a 1,350 square foot one story addition to the existing 54,000 square foot two story orthopedic building and change to i00% medical office space with a maximum of twenty employees and one hundred and fifty patients per day served by municipal water and wastewater services located in South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions: GENERAL i. The project shall be completed as shown on the following plans and/or documents prepared by Donald L. Hamlin Consulting Engineers, Inc. listed as follows: Job o8-240; Drawing C-1 "Site Plan" dated 7/14/08 last revised 8/22/08. 2. The project shall not deviate from the approved plans in a manner that would change or affect the exterior water supply or wastewater disposal systems, building location, or, the approved use of the building, without prior review and written approval from the Wastewater Management Division. 3. This permit does not relieve the landowner from obtaining all other approvals and permits as may be required from the Act 25o District Environmental Commission, the Department Public Safety, Division of Fire Safety- telephone (802) 879-2300, the Department of Health - telephone (802) 863-7221, and local officials prior to proceeding with this project. 4. The conditions of this permit shall run with the land and will be binding upon and enforceable against the landowner and all assigns and successors in interest. The landowner shall be responsible for the recording of this permit in the South Burlington Land Records within thirty, (30) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. 5. All conditions set forth in Permit #WW-4-257o shall remain in effect except as modified or amended herein. 6. By acceptance of this permit, the landowner agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vermont environmental and health statutes and regulations. 7. In issuing this permit, the Division has relied upon the licensed designer's certification that the design - related information submitted was true and correct, and complies with the Vermont Wastewater System and Potable Water Supply Rules and the Vermont Water Supply Rules. This permit may be revoked if it is determined that the project does not comply with these Rules. Reaional Offices — Barre/Essex Jct./Rutland/SPrinafield/St. Johnsburu Wastewater System and Potable WadSupply Permit WW-4-2570-IL Page 2 of 2 8. Any person aggrieved by this permit may appeal to the Environmental Court within 3o days of the date of issuance of this permit in accordance with 10 V.S.A. Chapter 220 and the Vermont Rules of Environmental Court Proceedings. WATER SUPPLY 9. This project is approved for connection to the South Burlington municipal water system as depicted on the approved plans. The project is approved for a maximum of 4,883 gallons of water per day. No changes to the water supply shall be allowed without prior review and approval by the Wastewater Management Division. WASTEWATER DISPOSAL 1o. This project is approved for connection to the South Burlington municipal wastewater treatment facility as depicted on the approved plans. The project is approved for a maximum of 4,340 gallons of wastewater per day. No changes to the wastewater disposal system shall be allowed without prior review and approval by the Wastewater Management Division. 1i. This permit is based, in part, on a municipal approval for connection to their wastewater treatment facility. If the municipal -approval expires, and the municipality files a written request with the Secretary, the Secretary will remove the sewage allocation for this project from the list of committed reserve capacity. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval and does not request that the Secretary remove the sewage allocation for this project from the list of committed reserve. Once the project is removed from the list of committed reserve capacity, a new permit must be issued for the project. An updated application form and an application fee will be required. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. Laura Q. Pelosi, Commissioner Department of Environmental Conservation Ernest Christianson, Regional Engineer Dated September 17, 2008 cc: South Burlington Planning Commission Donald L. Hamlin Consulting Engineers, Inc. Act 25o District Environmental Commission — Case #4C1153 Department of Public Safety, Division of Fire Safety Department of Health — Food & Lodging Licenses DEVELOPMENT REVIEW BOARD 19 AUGUST 2008 Mr. Dinklage noted that during the survey it was discovered that there has been encroach- ment by neighbors onto the applicant's property. Mr. Bouchard said the property owners have been informed and there will be discussions with their attorney. He was sure this could be worked out. Mr. Belair noted that the Armstrongs placed their pool where they believed it was 10 feet from the property line. With the issue of encroachment, it may turn out not to be 10 feet from the property line. Mr. Armstrong said he had been told that curb cuts and roads are not being decided at this time. Mr. Dinklage said that is true. He asked members for comments on the placement of the road where the neighbors object to it. Mr. Behr felt it was more in keeping with the other buildings; otherwise that lot would be parking lot. Mr. Dinklage felt there are measures that can be taken to mitigate problems such as headlights shining into homes. Mr. Belair noted that RSG's report did not answer the city's questions regarding the proposed curb cut on Tilley Drive. When specifically asked about that issue, RSG said that without Exit 12B, that drive will not be blocked, but with Exit 12B it probably will be blocked. Mr. Belair said he is therefore proposing condition #8 requiring that drive to be relocated as far to the east as possible when Exit 12B is built. Mr. Bouchard said they originally talked about building another entrance/egress if 12B is built. He noted that the proposed access would only be blocked for a few minutes a day. Mr. Belair said the stipulation could be changed down the road when 12B is built and when the project is built. Conditions will then be evident. Mr. Behr said he was comfortable with that. He urged the applicant to keep in mind the possibility of needing a second access. Ms. Quimby moved to approve Preliminary Plat Application #SD-08-39 of Pizzagalli Properties, LLC, subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 9 4. Final Plat Application #SD-08-40 of Pizzagalli Properties, LLC, to amend a previously approved planned unit development consisting of 54,324 sq. ft. (49,000 sq. ft. usable) medical office building. The amendment consists of constructing a 1700 sq. ft. single story addition to house an MRI machine, 192 Tilley Drive: Mr. Bouchard said the addition would have the same fagade as the building and would be located on the south side. The actual square footage is 1350 sq. ft., not 1700. A parking waiver is needed as the addition takes up 8 parking spaces in the rear of the building. The tenant provided a letter indicating they have adequate parking on site. Mr. Belair said staff has no issue with the waiver. Mr. Dinklage noted there is also a landscape waiver of $430 being requested. Mr. Belair noted that money could be used to screen the new chiller. Stipulation #5 was amended to require screening of the chiller to the satisfaction of staff. All references in the motion to 1700 sq. ft. were amended to read 1350 sq. ft. -2- DEVELOPMENT REVIEW BOARD 19 AUGUST 2008 Ms. Quimby moved to approve Final Plat Application #SD-08-40 of Pizzagalli Properties, LLC, subject to the stipulations in the draft motion as amended above. Mr. Farely seconded. Motion passed unanimously. 5. Sketch Plat Application #SD-08-38 of Shepard Brogna Gardner Essex, LLC, for a planned unit development consisting of. 1) subdividing a 3.5 acre parcel developed with a cemetery into two lots of 2.o3 acres (lot #1) and 1.47 acres (lot #2), and 2) developing lot #1 with seven dwelling units in three buildings, 200 Patchen Road: Mr. Burke said the property is located just past Richard Terrace on the east side of Patchen Rd. The property is currently owned by the Synagogue as part of their cemetery. The applicant is proposing to subdivide so that the cemetery is a separate 1.47 acres. The balance of the land would allow for 8 units, but since that won't fit, they are proposing 7 units. The plan will make the cemetery a conforming lot. Regulations require that the buildings either be sprinklered or be on a public road. The applicant will provide a public road. Public water and sewer will be provided, and storm water will be contained on site. Mr. Burke said they are requesting a waiver so that the road can be 24 feet instead of 28 feet wide. They don't feel a sidewalk is necessary but will defer to the Board's wishes. Members said they wanted sidewalks. It was noted that the Simpsons, abutting neighbors had written a letter expressing concern with the wetland. Mr. Burke said they will have to get a wetland delineation and will also have an Act 250 review. Ms. Quimby asked whether parking would be allowed on the road and whether there will be enough parking at the units. Mr. Burke said the road would have no curbs, so parking shouldn't be a problem. They will make sure there is adequate parking. Parking would be allowed on one side of the road. Ms. Mallik and Ms. Townsend, neighbors of the proposed development, asked to register themselves as "persons of interest." Ms. Townsend asked about buffering for existing residences. Mr. Burke said they would provide as much as possible while conforming with other requirements. Ms. Townsend noted there is a small strip up the side of her driveway which she has been caring for. She asked for the opportunity to move her plantings, if necessary. Mr. Burke said they would try to avoid them. Ms. Engleblom, a Patchen Rd. resident, asked about the south entrance. Mr. Burke said both entrances to the cemetery would be gated. Mr. Cohen said gates are closed at all times. It would not be possible to go through the gates to access the project homes. -3- Page 1 of 1 Betsy Brown From: Betsy Brown Sent: Thursday, September 18, 2008 11:13 AM To: 'bob.bouchard@pizzagalliproperties.com' Subject: DRB Minutes of Aug 19 -47 & 192 Tilley Drive Hi Bob — attached is a copy of the approved DRB minutes for Aug 19, which includes discussion on 47 & 192 Tilley Drive. -Betsy Betsy McDonough Brown Planning & Zoning Assistant City of South Burlington 575 Dorset Street South Burlington, VT 05403 Ph: 802.846.4106 emcdonough(q shurl.com www.sburl.com 9/18/2008 40 VERMONT State of Vermont Agency of Natural Resources Department of Environmental Conservation [phone] 802-879-5656 Wastewater Management Division [fax] 802-879-3871 Essex Regional Office ill West Street Essex Junction, VT 05452-4695 www.septic.vt.gov September 10, 20o8 Pizzagalli Properties, LLC c/o Robert Bouchard 50 Joy Drive South Burlington VT 05403 RE: WW-4-2570-1, construct a 1,350 square foot one story addition to existing 54,000 square foot two story orthopedic building and change to l00% medical office space, maximum twenty employee's and one hundred and fifty patients per day 2183 gallons per day increase municipal water and sewer, South Burlington, Vermont. Dear Applicant: We received your completed application for the above referenced project on September 9, 20o8, including a fee Of $1091.50 paid by check #143589 & 143503. Under the performance standards for this program, we have a maximum of 45 days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 45 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. For the Division of Wastewater Management Mary Baril Administrative Technician II cc: South Burlington Planning Commission Jeff Kershner Regional Offices —Barre/EssexJct./Rutland/Springfield/St. Johnsbury �VAIM I Q.�10 southburlinoon PLANNING & ZONING August 27, 2008 Bob Bouchard Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Re: Final Plat Application #SD-08-40 Dear Mr. Bouchard Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on August 19, 2008 (effective 8/22/08). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records within 180 days (must be submitted & recorded by FebruaEy 18 2009) or this approval is null and void. If you have any questions, please contact me. Sincerely, 4�c&t &&�� Betsy McDonough Brown Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7008 0150 0003 6150 7267 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 tax 802.846.4101 www.sburl.com ' • ��=--== - •- 1J11V VV Q.111A L%--11. 1-/FGll LT/ / / JV-.J. _ V' ostu and View . P p Post .& browse. ads 6 photos per ad online, at your convenience. "man Baldwin, P.E. Adopted 7/9/2008; Published PUBLIC HEARING One National Life Drive STATE OF VERMONT Director -Technical 7/30/2008; Effective 8/20/2008 SOUTH BURLINGTON DEVELOP- Montpelier, VT 05633.50QI CHrrTENOEN COUNTY, SS. ' MENT REVIEW BOARD Telephone: (802) 828-2717 CHITTENOEN SUPERIOR COURT Material in [Brackets] delete. DOCKET NO. S899-06 CnC Material underlined add. The South Burlington Development A description of :the methodology '/9/2008; Published.: Review Board will hold a public used in establishing this goal can Long Beach Mortgage Company, a 8; Effective 8/20/2008 OPENINGS hearing at the South Burlington be viewed for 30 days following Delaware Corporation, BURLINGTO,N CITY COMMIS- City Hatt Conference Room, 575' the date of this notice during nor- Plaintiff - n [Brackets] delete. SIONS/BOARDS Dorset Street, South Burlington;' business hours at the above v. rider i e add. Vermont on Tuesday, August 19, _mat address. It is also available for William E. McMahon, Amy L. Mc - On Monday, September.l5, 2008, 2008 at 730 P.M. to consider the viewing on our website:. http:// Mahon, State of Vermont Depart- rON DEVELOPMENT the Burlington City, Council will following: www.aotstate.vt.us/CivilRights/ merit of Taxes, Sargent Construc- tOARD fill vacancies on the fallowing City Documents/VTransDBEGoaLFY09. lion, Inc., Vermont Engine wring Notice - August Commissions/Boards: 1. Appeal #AO-08-14 of Century pdf Service, Inc. And Occupants Partners, LP appealing the deci- residing at 53 Cloverdale Road, Cemetery Commission sion'of the Administrative Officer Comments pertaining to this Underhill, Vermont; Term expires 6/30/11 -to deny Certificate of Occupancy overall goal will be accepted at. Defendants igton Development One Opening #Cb-08-26, 2-Market St. the above referenced address for rard will hold a -public a period of fifteen days follow- NOTICE OF SALE n Tuesday,, August 19, CCRPC (Alternate) 2. final plat application #SD-08-. ing the completion of the thirty :00 p.m. in Contois Audi- Term expires 7/31/10 37 of East Mountain View, LLC day notice period. Comments wilt By virtue and in execution of ty Hall to consider the One Opening to amend a previously approved also be accepted by the Federal the Power df Sale contained in applications: plan for a 24, 400 sq. ft. 2. Highway, Administration, Vermont a certain mortgage given by, Development Review Board (Alt.) story medical office building. The Division; Federal Building, P.O'. FLexpoint Funding Corporation to VR/08-865CA; 185 South Term expires 6/30/11 amendment consists of revising Box 568, Montpelier, VT 05601. Witham E. McMahon dated October (WRL, Ward 5) Peter One Opening the location of a shared water Line 18, 2005 and recorded in Volume :rits Verdonk easement, 1100 Hinesburg Rd. Additional information about 149, Page 199 of the Land Records single family home and Fence Viewer _ our.DBE Program, including our of the Town of Underhill, of which ith new single family Term expires 6/30/09_ 3.-Preliminary plat application current DBE Registry, certifica- mortgage the undersigned is the Luding front yard setback Three Openings Police Commission #SD-08-39 of Pizzagalli Properties, lion application, resource guides present holder, for breach of the equest Term expires 6/30/10 LLC for a planned unit develop- and Links to other small busi- conditions of said mortgage and One Opening merit to subdivide a 14.54 acre ness resources can be obtained for the purposes of foreclosing MA/CA; 52 North Cove parcel into three,(3) lots of 5.73 by visiting the DBE page of our the same will be sold at Public N, Ward 7) Tim Muir Board of Tax Appeals acres (tot #6), 7.8 acres (lot #7), website at: http://www.aot.state. Auction at 8i00 A.M. on August surfaSe parking lot Term expires 6/30/10 . and 1.01 acres (lot #8), 47 Tilley vt.us/CiviLRights/Dbe.htm 13, 2008, at 53 Cloverdale Road; to wetlands,- remanded Two Openings Drive. Underhill, Vermont all and singular r Environmental Court ALlfirms, both DBE and non- the premises described in said Board of Tax Appeals, 4. Final plat application #SD-08- DBE, are invited to contact the mortgage: r be viewed in the Plan-. Term expires 6/30/11 40 of Pizzagalli Properties, LLC Vermont Agency of Transportation Zoning office, (City Hall, Two Openings to amend a previously approved for information regarding bidding To Wit: r-149 Church Street, planned unit development consist- opportunitieson federally funded Being all and the same land and 6), between the hours of Telecommunications Advisory _ing of 54,324 sq. ft. (49,000 sq. projects. premises conveyed to William E. and 4:30 p.m. Comm.. ft. usable) medical office build McMahon and Amy L. McMahon by Term expires 6/30/10 . ing. The amendment consists of Dated July 25, 2008 at Montpelier, Warranty Deed of Devin Wilson and ite, AICP, Director of One Opening constructing a 1700 sq. ft. single Vermont Steffani Wilson dated 4 September and Zoning story addition to house an MRI 2003 and recorded in Volume 130, Board for. Registration of Voters machine, 192 Tilley Drive. STATE OF VERMONT Page 183 of the Land Records of is who require special Term expires 6/30/12 CHITTENDEN COUNTY, SS. the Town of Underhill. ants to participate are One Opening John Dinklage, Chairman CHITTENDEN. SUPERIOR COURT ad to contact the Depart- South Burlington Development DOCKET N0..1279-07 CnC Terms of Sale: $10,000.00 to be east 72 hours in advance: Applications are ,availabLe at thQ, ; „ Review. Board paid in cash by purchaser at the nation ca11865.7188 Clerk/Treasurers Office, Second EverHome Mortgage Company, time of sale, with the balance due . 2 TT1)• Floor City Hall, and must be re- Copies of the,applications are Plaintif� at closing., Proof of financing for ceived in the CLerk/Treasurer's Of- available for public inspection at v. the balance of the purchase to be {URLINGTON flee by 4:30 p.m.,. Wednesday, Sep- the South Burlington City. Hatt. Ebru?ega Esi And Occupants provided at the time of sale. The REGULATIONS tember.10, 2008. Applicants must residing at 128 Country Club•Drive sale is subject to taxes due and be nominated by a memberbf July 30, 2008 East, South Burlington, Vermont, owing to -the Town of Underhill. ving traffic regulations the City Council to be considered Defendants y enacted by the Public fora position; a list of Councit PUBLIC NOTICE , Other terms to be announced nmission as amendments members is also available at the NOTICE OF SALE at the sale or inquire at Lobe & dix C, Motor Vehicles, and Clerk/Treasurers Office. Please call Vermont Agency of Transportation Fortin; 30 Kimball Ave., Ste. 306, if Burlington's Code of the Cterk/Treasurer's Office at 865- Disadvantaged Business Enterprise By virtue and in execution of South Burlington, VT 05403, 802 . as: 7136 for further information. (DBE) the Power.of Sale contained in a 660-9000: Overall Annual Goal on FHWA- certain mortgage given -by Flagsta_r Jo parking except with The City of Burlington encourages Funded Projects Bank, FSB to Ebru Tega Esi dated Long Beach Mortgage Company, a )arking permit. persons from diverse backgrounds September 20, 2005 and recorded Delaware Corporation to apply to serve on_boards;"com- For Fiscal Year October 1,, 2008 in Volume 728, Page 277 of the i shall park any ve- missions and committees. The City through September 30, 2009 Land Records of the Town of South By: Joshua B.. Lobe, Esq. apt vehicles with a valid is committed to providing equal Burlington, of which mortgage Lobe & Fortin, PLC . )arkingpermitor a valid opportunity to allpersons without Pursuant to US Department the undersigned is the present 30 Kimball Ave., Ste.`306 ;s and clearly identifiable regard to political affiliation, of Transportation regulations holder, for breach of the condi- South Burlington, VT 05403 delivery vehicles on any race, color, religion, age, sex, - contained.in49 Code of Federal lions of said mortgage and for the signated as "residential sexual preference, national origin, Regulations, Part 26, all state purposes of foreclosing the same disability or any other -non -merit transportation agencies receiv-" wilt be sold at Public Auction at factor. ing Department of Transportation' 9:00 A.M. on August 13, 2008, s designated for residen- financialassistance must establish at 128 Country Club Drive East, ng at all times include: PARKS- overall percentage goals for the South Burlington; Vermont all and CITY PARKS ENUMERATED dollar value of work to be awarded singular the premises described in gh (3) As Written disadvantaged businesses. This said mortgage: That Chapter 22, Parks, of the action has been deemed necessary e south side of Colches- Code of Ordinances of the City in. order to provide these busi- To Wit: . southburlington PLN'N T- -z► July 29, 2008 VTrans District 5 PO Box 168 Essex Junction, VT 05452 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts property you own. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, Betsy Donough Brown Planning & Zoning Assistant Encl. a;GrRa# snaai aar9txglaa, VT t6403 tel 81,12 94�J',26 fax RCI,,4701 xeaaw,ibur°,rzm MOUNTAIN VIEW BUSINESS PARK LOT 4 - \ / ADDITION I South Burlington, Vermont T ( 4Ga \ \ I \\\ TY1 14PGb \ 1 1-A3 2-PGa / 2-Ad- 1 L � - nor l � \ � � \I\ ��% -\� jf% \ � \ \�\ �r/\ •\ � . 131 C H U RCN STREET B U R LINGTON,VT05401 TEL 802, 862.0098 FAX 802. 865.2440 WWW. SEGRO—COM 1-AC I -AS '� \ \\ \ pizzagaiii ;. -_ • b r \\ \\ \\ i —___ _ ;�; ���_ — \ Developer - • / / / , \ \ \ _ _� �� �� _\�\ • 50 Joy Drive �802.651.1350540 j-TRANSPLN \( \ HRUBS FRC • z-PGa \ P SE 1fGb � • \ I1 `C d ADDIT r 2-AC \ S-EA — — � l � \c TRANSPLANTED TRilfi1 / ` C FROM PHASE ONE C / \ \ �1 4-AC J C L, � J 3-AC \ \ -PGa 3 \ -PGb ' I II F JTED T PLANT TREE M AND SHRUBS FROM PHASE ONE ION / I l' i - I I • �• . ( Checked By: I / I Tak PLANTING PLAN Sheet Number: L1.1 Project Number 05237 Fik: L1.1-Planting PMn.dwg CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: August 14, 2008 \drb\sub\pizzagalli\addition_lot4.doc Application received: July 21, 2008 PIZZAGALLI — LOT 4 FINAL PLAT APPLICATION #SD-08-40 Agenda #4 Meeting Date: August 19, 2008 Owner/Applicant Pizzagalli Properties, LLC 50 Joy Drive S. Burlington, VT 05403 Engineer Property Information Donald Hamlin Consulting Engineers, Inc. Tax Parcel 0860-00750 136 Pearl Street 14.43 acres Essex Junction, VT 10 and IHO Zoning Districts Location Ma CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Pizzagalli Properties, LLC, hereafter referred to as the applicant, is requesting final plat approval to amend a previously approved planned unit development consisting of 54,324 sq. ft. medical office building. The amendment consists of constructing a 1700 sq. ft. single story addition to house an MRI machine, 192 Tilley Drive. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on February 13, 2006 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements 10 Zoning District Re wired Proposed �l Min. Lot Size 3 acres 14.43 acres �l Max. Building Coverage 30% 4.3% �l Max. Overall Coverage 50% 19.1 % Min. Front Setback 50 ft. >50 ft. Min. Side Setback 35 ft. >35 ft. Min. Rear Setback 50 ft. >50 ft. 4 zoning compliance SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. The South Burlington Water Department reviewed the plans and stated that they have no additional comments. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. The City Engineer has reviewed the plans and has told staff that he has no comments. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING The applicant has submitted grading and erosion control plans. Staff finds them to be acceptable for erosion control. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. There is no change to the existing access to the subject property, which is via a 25' wide curb -cut off of Tilley Drive which is proposed to be shared with access to 194 Tilley Drive. This is a sufficient access width for this use. The addition would generate an additional 6.32 pm peak vehicle trip ends. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The plans that the applicant submitted depict both Class II and Class III wetlands on the subject property. There are no additional encroachments proposed in the wetlands. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. Staff feels that the proposed project is in keeping with the planned development patterns of the 10 Zoning District. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The open space area proposed on the subject property is the Class II wetlands located on the western portion of the property. This is a sizeable area and staff finds it sufficient to meet this criterion. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. Staff has already commented on the comments of the South Burlington Fire Chief. Again, he has approved of the newly proposed parking scheme and access. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. There are no changes to this criterion Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. CITY OF SOUTH BURLINGTON 4 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING Staff has already noted that the City Engineer has reviewed the preliminary plat plans and has no comments for this application. 1. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed applicatoin is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations, any PUD shall require site plan approval. Section 14.06 establishes the following_ general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is shown on the plans. Pursuant to Section 13.01(B) of the Land Development Regulations, the proposed project will require 279 parking spaces for medical office use, including 6 handicapped -accessible parking spaces. The plans depict 236 parking spaces. Therefore, the applicant is requesting a parking waiver of 43 parking spaces, or 10.4%. Staff supports this waiver. 2. The Development Review Board grants a parking waiver of 43 spaces, or 15.4%. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. There are no changes proposed with respect to this criterion. No additional parking is proposed as part of this application. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The scale of the proposed building is compatible with the site and existing buildings in the area. The height of the proposed building is 28', which is under the 35' height maximum for the City. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The proposed addition will match the architecture of the existing building. Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Again, this is in compliance with existing architecture. In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The applicant does show an access to the easterly property, noted on the overall site plan as 194 Tilley Drive, to facilitate a possible future connection. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans show a proposed dumpster. Notes on the site plan describe the dumpster as "screened and fenced." Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the SBLDR. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. The applicant has submitted a landscape plan and budget as part of the preliminary plat plan application. Given the proposed building cost of $1,000,000 the minimum landscaping required in compliance with Section 13.06 of the SBLDR shall be $17,500. The applicant has included a proposed budget of $17,070. Given that the existing building has already met with considerable landscaping costs, staff finds this amount to be acceptable and recommends that the board grant a landscaping cost waiver of the $430.00. The proposed parking areas contain more than twenty (20) parking spaces, and therefore should be landscaped in accordance with Section 13.06(B) of the Land Development Regulations. The site plan shows proposed landscaping on the interior of the proposed parking area. The applicant has submitted information to ensure that the requirements in Section 13.06(B) of the Land Development Regulations are being met. Specifically, a minimum of 10% of the interior of the proposed parking lot shall be landscaped islands planted with trees, shrubs, and other plants. The applicant is proposing 13.1 % to be landscaped. The South Burlington City Arborist reviewed the previous plans and provided comments in a memo dated January 6, 2006. He has not yet reviewed the newly proposed landscaping plans. He shall review and approve of the plans prior to recording of the final plat plans. 3. The landscaping plan shall be reviewed by the South Burlington City Arborist prior to recording of the final plat. The applicant shall adhere to the recommendations of the City Arborist. Pursuant to Section 13.06 (B)(7) of the Land Development Regulations, snow storage areas must be shown on the plans. The snow storage areas shown are acceptable in number and location. Lighting Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. All lighting shall be shielded and downcast. The applicant has submitted a revised lighting point by point plan. This is sufficient and in compliance with the SBLDR. The applicant has submitted lighting cut sheets for the property. Staff finds these sufficient. Other 4 The subject property is located within the Airport Approach Cone and shall be subject to the standards set forth in Section 13.03 of the SBLDR. CITY OF SOUTH BURLINGTON 7 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING Staff recommends that the South Burlington Development Review Board approve Final Plat application #SD-08-40 subject to the applicant addressing the numbered items in the "Comments" above. Respectfully submitted, lcQ.. Cathyann La Rose, Associate Planner Copy to: Robert Bouchard, for the applicant i Fletcher � Allen HEALTH CARE In alliance with The University of Vermont July 24, 2008 Mr. Robert T. Bouchard Development Manager Pizzagalli Properties, LLC 50 Joy Drive, PO Box 2009 South Burlington, Vermont 05407-2009 Re: Parking Requirements for 192 Tilley Drive, South Burlington, VT Dear Bob: As you requested I am providing this letter to assure you that Fletcher Allen Health Care, Inc. has carefully reviewed our parking requirements for 192 Tilley Drive, South Burlington, Vermont. We understand that the site will host 236 parking spaces after the MRI addtion is constructed. This number of spaces is more than adequate to accommodate all of the current and projected parking required for patients and staff at this site. We have projected peak parking requirements for the facility using very conservative modeling of patient and staff arrivals and departures. This analysis has given us confidence that the proposed 236 parking spaces are sufficient to meet the site's parking requirements. If you need further information, please do not hesitate to contact me. Sincerely L. David Keelty, Director Facilities and Planning FACILITIES PLANNING & DEVELOPMENT 1 Sowh Prospect Sheet Burlington. VT 05401 (802) 847-8444 fax (802) 847-1562 PIZZAGALLI PROPERTIES, LLC MOUNTAIN VIEW OFFICE PARK LOT 4 MR1 ADDITION er�t \\ `\ �1 9 bOUM BUtlingtotii°" PROJECT SITE I a� C. D 1 .�I ,:m l,.r,.e � - f NEw aulLrnw AwInGN t uY DONALD L. HAMLIN CONSULTING ENGINEERS, INC. ,P'0,° 11111,A 136 Pearl Street, Essex Junction Vermont 05452 .o LEGEND �INATIDN F�E � GATGH BIN {} F°rlEa role n HrDR.v+r O TCLERbNE POLC sn GATE VALVE Oe LIGHT 'S" nd11TORING WELL o SUPPORT role k;+ SEHfR CLVMOUT BUSH mI^S'� NATURAL GAS VALVE %Y SHRUB m�H NATURAL GAS MCTER `� ro SIGN ,J CONIFEROUS TREE MIDUOUS TREE U MAIL BW( /Y\ EDGE OF WOODS +I✓ FLAG POLE e— EDGE Of WETLANDS ----- CONTOUR LM f_ CONCRETC nWRIENT PROPERtt LWE .� A IRpI RPE fp1ND —w —S— WATER LINE 5AINTART S SURVCT 5— SEWER nANH0.0 —D— SEWER LRlE STORM SEWER LINE s Dw.INAGe nAwaLe -e- W.TURAL u5 uNe Q+ TELERIOIIE MANHOLE —T— UNDERGROWlO TCLE I! o S ELECTRICAL MANHOLE —E— CURB STOP —OTV— UNDERGROUND ELECTRICAL UNDERGROUND CABLE TELEVISION SHEET INDEX C-I SITE PLAN C-2 LIGHTING PLAN C-3 TYPICAL DETAILS C-4 TECHNICAL SPEGIFICA C-5 TECHNICAL SPJ�IFICATI C-6 TECHNICAL S CATIONS Oe �iy�9fo O JULY 2008 s L o PROJECT STATISTICS _ �I RW..p E of E LOT SIZE Ipo.o BUILDING COVERAGE O.To 4.4 50.0 PARKING 4 DRIVE COVERAGE 2.05 SIDEWALK t CONIC. PAD COVERAGE 0.00 A.I 0.5 TOTAL COVERAGE 2.61 A.5 50.0 ZONING DISTRICT: INDUSTRIAL t OPEN SPACE P a PROVIDED: Z5L SPACES NOrE9: I. TOPOGRAPHY ON LOTS A AND 5 IS BASED ON TOPOGRARIK: SURVEYS PERFDRMED IN Xo BY DONALD L. HAMLIN CONSULTING ENGINEERS, INC. RECORD TOPOGRAPHY WAS PERFORMED ON IIVOR/O! AND WDTO 2. ALL UTILITIES SHOWN ON THIS PLAN ARE BASED ON THE BEST AVAILABLE INFORMATION AND ARE APPROXIMATE. CONTRACTOR SHALL EXCAVATE WITH CAUTION. ANY UTILITIES DAMACED BY THE CONTRACTOR DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED INA TIMELY FASHION AT THE IDIPENSE OF THE CONTRACTOR. S. ELE IONS ARE BASED ON IHTS pATUFI TAKEN PROM A BEtlCMARK AT THE NDRTNNEST CORNER OF THE NEW ENGLAND TELEPIKRIE I—ERTT LOCATED ACROSS INTERBTATE M FROM THE TILLEY PROPERTY. BENCNIMARK ELEVATION WAS OBTAINED FROM FRED KOERHER, P.E., BIIRLINGTCN, VCRMDHT. A. ALL AREAS OF DISTURBANCE SHALL BE STABILIZED WITHIN 14 CALENDAR DAYS OF INITAL DISTURBANCE. AFTER THIS TIME, ANY DISTURBANCE IN THE AREA MUST BE STABILIZED AT THE END DF EACH WORKDAY UNLESS, WORK IS TO CONTINUE IN THE AREA WITHIN THE NEXT 24 N R5 AND THERE IS ND PRECIPITATION FORECAST FOR THE NEXT 24 HOURS; OR THE WORK M BEING PERFORMED IN A SELF-CONTAINED VUVATION WITH A DEPTH OF 2 FEET OR GREATER (IAUSE . HOFOLINVATION, UTILITY TRENDIES). ALL AREAS OF DISTURBANCE SHALL HAVE PERMANFNT STABILIZATION WITHIN tl HOURS OF REACHING FINAL GRADE. ELOOATE EXIS II NNREE - ISEE I / LAbSGLPING PLAN T NEW CORE :liIXlT i 1 BIIim NEW D• f5-O OJR •547.5 ERx15T nNi: `+THHIA. \ (�r� 1 '�M1 g,}j. ...I..,;,; •?WT.M1 ...1._ R---F Y f IN-1 I, , TE D(15TING TREt`5, L 9419. D9M c.n•-x ".. _ . ,r:wWn'•""' 0 ^_''+.3..w:u.m. 3K LIWK FENCE P 11 /'CHNN LAN 4 ._..... 1 .... ' .Iwo F ti. �:.... I ... ... .. SA.6. � ` N M.0 � 0 YMD 11 l N. STRUCTURAL PLANS - SK.O CORCRCTC PAD .. -.. SCE ... _ c in �� I _iA]5 - --_- -- -_ IXbTING PAVEMENT -S O.f✓lN pT..l I1,21 x' WC ` \ �y1�1 !� 1 ( .' I.(�-cLRB �L 7 1 5xG lXGI NEW CONCRETE �� NEW CHILLER LINES \ REMOVE EXISTING ME x SCE MECNANICA. PLANS `M `�Mx NEW PAVEMENT, // RV f EXISTING PAVFFICfT - SAW CUT vM� `�9EE PAVEMENT MATCHRjG DETAN. EXISTING PAVEMENT NEW PAVEMENT 379 SEE PAVEMENT MATCHING DETAIL I NEW WILDING FtlI w I-If.NT ` ..vJ y.�'^.'�:' I•'�+-- 34}- I - .�... SEE LN.NTIN4 P !, 1 r�; 7p 3R3'� � Y I '- •SW.b .` � 9.[s.ODJ9 iT /FT . INSTALL 4' IXZRVDED POLYSTYRENE `` �` - j i "Aa INSULATMON BETWEEN STORM MPS . AND [MILLER LINES SAWEO TNG S96I w.3 PAVEMENT i 77 1 INSTALL EROSION J NEW CHILLER LINES SEE MCCHANKAL PLANS - — .. .. ..._.. J K• ISM. NT-SS4 ;", t..+ NEW CNIILER PAD 1 SEE MECHANICAL PLANS p 1 No. 7201. W "yMs 'oIy�,a.. 40A ���� FM1AAA,,,, LIGHTING STATISTICS PARKING # WARJCMATD «VJIRM't D.M h AV IFU'1RAGE • Oh AVE• 1.M h YI UNIPORT' RATIO 0.6.1 .-� OWING POLE -W- LIGR E WtY1G BUILD- Y#T M LIGHT . WSTING BOLLARD LIGHT ,k NEW WLDM}G I•tlU FD LIGHT - MUD EDYO/-D W W, kIE HALIDE, K' #IOU TOkG HEN.NT JUL Cif, ofSo '6�ljri ''M017 0.01 0'01 0.03 0.05 0.12 0.28 0.49.% 0.74 1,14 2.43 4. SX 0.81 10.13. 3.�9 ( i.69 0.52 0.51 165 ;,00 1.24 0.95 0.57 08 ON' 0.10 0.0E 0.1 D�0.13 0.16 0.28 '09 0.41 0.46 0.44 _ 0'V8 -0.13 0.06 0.03 0,62 0.01 0.01 0.01 0.00; i k # 1 M k A % 1 / +-7",} ' �1 A k # I: # 1 { � t # �{ { �`M k k 0.01% 0.02 0.03 0.06 0.14 0.31 0,652 0.66/ 014 1.44 2 7 0.83 j0.26 6:2D 0 5 .Q113 1.14 0.71 0.24 0.20 0.90 314 3:+16 1 5 1.12 0.b9 0+33 0+13 i0.08 0.06 0.06 0. 0.10 0.23 ,/4 0.tl3 0.13 O+ll- 04`� D.18 0.D7 003: 0.02 001 0.01 0.01 0.00 # k t « # k I � { { :...+, „�, #{{.�� tt. +. { -..r # k Y 1 k k '.}} �, { q'01 0.02 0.04 0.08 0.17 0.40%"0.66 0.0 O.tl6 07 . 7 0.19 OOI� b.05 0 8 0:§5 0.11 01:. _w0.i1 0.89 4913 .5 J.tl4' 1.S1 0.4 0.40 O.Z6iJ2 D.06 0.05 0.0E 12 D.41 2.115 28 1.44 1U4 09` 4 0.09 0.04. 0.02 0.01 0.01 O.Ot D.DO k{'- { .:,.;ay,l- H,;...;:vT -.,t • # k' ��44 .t { !! t k A k 1 k k'. t D.DI 0.02 0.05 0.09 0.23 0,65 0.96 Lfi 1.52 1 0. 7 D /2 0 D� 0.52 21 Lb 1,+16 1A6. 1+52 1. -4-68 0.19 D 08 C57 01 0.87 4E2dr A9 IS 1'L2 6 �0. 0.10 004 0.02 0.01 0;01 0.01 Or00 �i^ # Y ..+. �..+� # # - ' k k {{ /16 � +0.01 0.03 0.05 O.tO 0.30i 01.2� 1.8133 0. 19 08 .9d U9 1•W 1t18 2S 4.35�860.6Z 046 0.11 04 Ot72 4.05f32 15 117 02 �.3 0.12 0.05 0.03 0.02 0.01 0.01 0.00. EW L• CL 5T D.I.i `! kk###•tt* fi / WATER SERVICE Y;! Y .�I' {+ + k k .+{ {tr�k{{ {Y'k k k k # k O.D2 0.03 0.06 0." 0.35 0.77 1�27 1.51(4.68 E { g86 ,;t�.71 , :{g8 A5 1.41 2.13 "°3.7,5 390� 1.451 0.37 0.30 O.Z9 0.5�"h'.� 1�1 1.14 O.S3 O.tiO 0�3 0.14 0.06 0.03'%0.02 0.01 0.01 0.00 # k i t : # k I \aj+•. ,. { tt {s::,L�.{W' { { { + {{ { ' 0.02 0.03 0.06 0.15 ;6 9Z2_.�.US 3.U0. 2.37 Q1 1 1 a' 0 �4 J1ti9.,11-4 1.b5 214 2..10 ' 1.+32 0.94 0.+/0 012 Al A 0./9 0.10 A O.JO 0.3� .16 0.06 0.04 0:-02 0.01 001 0.01 V, i 0.02 0.03 0.06 10tV 37 0b4. 0Y A6 1 +15 ,-0.52 , 0 � .. - j " 2 5 .86 0+35 � 0 8�` } LO 1.35 1.16 1.10 1 37 4 [8 1.�3 0.68 0.47 O.ti5 0�2 0.95 0�3 O. k7'� D 7 OP, 0.04 0 02 .0.01 0.01 0.01 {� { { { F `•. \ / k / { t � k t # + ... _{- .. { { { ... + 0.02 0,03 0.06 0.15 Os4 O�i 017' 0.97 1 A2 0.9 , 0.17 0. �•' , 0 07 010 0 52 / 0.74 O.tl9 , . 1 1 /3 i 1.48 O.tl 0.44 O.tlO O.S1 0./4 0..48 .2 0.08 0,.04 0.02 0.01 0.01 0.01 k # # # k + {} # r + ✓ + + { { + + a # # # k 0.D2 0,03 O.D7,y./O.I ON 0: 3 1A6 i'.. 2 240 211 U �} s . 8,� . /� k iit: 014 0.19 Ot18, 0.46 0. A �.40 3�2 3.ti6 2 tl9 1.� 0 1_1 Z� 2.10 1.43 1�8-_0:�6 27 0.10 D.05, 0.03 0.02 0.0.1 0.01 ## {_ { T t / { 1 0.02 0.04 0.07 0. 0.3 0;9.fs 1.D11 2.U6 349 4 0.�5 0. /'X`' 1.57 0 0,46 O3 1,s1 :3t5 T78 T.Oi 0.99 3. +13 1.96 D.'/9 0. 5 .12 0.05 0.03 O.DZ 0.01 0.0E # k k �.... _.... # k j # k { }}__{{. k # # k t « k{ } # 0.91 1 / 1119 0 4 4�D 0.29 �fiT tf�t' 0.59 0.25 O.t2-Irl0 4.13 1,97 60 O 0.3 14 0.06 0.03 0.02 0.01 0.01 0.02 0.04 0.13 01 0�8 1.17 1. 4-2{i i 3.+52 4.U� 0.02 0.05 0.29 1,9 230 ls4 19 1.+17 1.93 1.6 035 3"2 / �(0/dl / ���'�� 0.13 0.3 "1.01 212 1.Stl 0.98 O.ti9 0.1371�0.15 0.06 0.03 0.02 0:01 - + 0.02 0.06 0 60 3�jDA�;f7� 4.�5 2.52 1.90 1.59 0.97 0�8k 0.1�(� 6 j �. ' � j �' / �.>i6',k0 24 0.'L9 0.90 0.+/7 0�1 0 97 0.+33 �1.1� O.DB. 0.03 D.02 0.01 0.01 { tt { tt # •k W � � 1 / tt1k k t {.__-, k # R k k # 0.02 0.05 0.50 A 426 2..28 1.74 1..115 0�78 0,7$ 0,'19 0.06 � %� ' //, Q.45 025 �.�5, 0.+J2 0./4 0+12 0�3 O.Z9 1310.06 0,03 0.02 0.01 O.D4f v< t k R k ' + "�" pp,,��;; k f... ' ......_..... •-• / 7 41 1� 6 t {{ 0.02 D.04 0.28 1.20; 2+54 1 3 1.42 1 �9 0 9 u X044 0.10 j x �. 0. 9 0 1 Z8 1. 5 , 0 �8 O.ti4 0 52.0. 3 .07 0.04 0 02 0.02 0.01 0.01 0.03 0.10 0.30'' a4.014. lb 1,+55 Tqq a�Ek. 1.4fi ,D, .1�6 ?, 3.13 1:�8 1.31 O.S2 ,0,.43."-O:i Ot9 0.05 0,03 0.02 001 0.01 0.02 0.07 0.21 , .ti2 A 119 .i14 2 7 ':3a1��6 �- ' / /� .78 1,26 4. 4t19-212 147 A3 0l1 66i0.�1 0.07 0.04 0.02 0.01 # k k RE#1WE E *TING LIGHT POLE / fl .._- # / AND LIGHT IIMURE /�: k k + ...... + • k •. "I { } 0.01 0.02 0107 0.21 66 10. 8 11 1./8 2. .36 Q.74 , "% / {{ {{ {{ {{� / �,, f 18 1.88 3:49 "I i 1.19 A6 O.titi 041 '.2 0.10 0.05 0.03 0,02 ' { { / r M , BUILDING nOUNTED LIWT FOfNR[/ { {� # 0.01 0.02 009 0.23 11 3 148 1 6, J1 1 �2 2.17 2 2 0.48 / A 0.35 0.43 A5 1.#7 1.�7 i.Ui O.tf� 0�3 0�410.13 0.06 003 0.02 / / / 0.01 0.03 0.15 0.82 3. 2 2+/0 Al 1.+15 1.+56 1.#3 1. 1 0.54 / / / / ' , j / ' .: / / / /•� / 19 0.18 0.22 0. 5 0.�7 Al 113 117 0 91 0�7 1'$ 0.01 ,0.04 0.02 i k # � .ice -/ / "/ / ✓ /' / 'j �� / / k i t R.� { { t{ �q { w..r. { { t { 0.01 0.03 0.15 10',4, 3.40 A4 itl 0.19 2 4 191. 6 2::. ��•� / / / .03 0_ 03 0_Og 6 0.12 0.40 0.61 0.66 0.5 �0.96 3. 1 2ti0 61 1..1 -.ti2_. 0. 7' 0.09 0.04 0.02 _.._ k k # {_. _.....{ {{ tt _{ tt�6----'F-�e •�---�f-k x x M^' k t # x k k ,. 8 �. { { x # k k 0.01 0.03 R11 0.70 2.8 2,/4 1,57 1.15 0 /6 0.450 1 3:+56" O l 1 f -� 0. 6� 0.06 0.07 0.07 0.b7 0.07 0.07 0.08 0 09 .15 � 33 1 4 53 1.59 5. 3 3 4 1. 4 1 Z1 0,/0.- 0.3 0.11 0.05 0.03 w- ,, • 1 0:01" 0.02 0.06 0.23 1 0 1.�3 AlT.Di -:56 Ok 0;7 1.+78 . • 1.40 0.11 �iT 1, + +�li3 0.93 2.53 4k 3,t3it.. 92`130 12 2.94 1.47 1 U7 _Ol.....3610.13 0.06 0.03 J % gT 019 4.18 p.15 O 6 :Ot10 0�18; # k k k +S7 0.+36 -.40 0.49 019 { { { E { { +0,.1t t tt k k t + f i.U3 1./7 2.52 246 1.49 1. 0 1.43 1.18 i.U2 0 9 .0.11- 039 16 0.06 0.03 o.01 0.02 0.05 0.12 0.'46 0.�2 b5 0.96 1.60 1 0.69 O: 8' - 2 20 0.N5 0 .3 Ao 0.42 0, 0.01 0.02 0.04 0.*0 0.27 0,45 06 `12 3+16 4k 2d9� O+s2 0+57 0* 0.1 ____ _ _5 07 0+/5 018 10 1�13 1+19 1.4 1.5 1.5 1.3 1.30 1.415 1.SU 1.U7 ,6.98--a5 0: j, 0416 007 0.03 •� 4a {. . 0.01 0.02 0.04 0.10 0.24 +46 O.u4 1.36 2+16 3:/i 30 1.17 0.2 O.ti4 079 0�2 0.98 0.92 1.37 1,3v1_D7 1A7"1./2 1;1; b2 09 O.ti4 i.oi 146 1,9 1.1 1[4`1:+3Q 1.5 1./2 1.87.268 3.U6 1.+13 1.+50 O.19 0. 0. 0.07 0.03 { } k # k k # # { # } +19 .4 47 5. 1;'2.46 1. 8 0.97 61 0.2 0." 0.04 { 44 { {{ /4 1 I6 f.t' 6 1.95 f;.5t) O.tlt t4 $4 1.{55 4.{+59 2 7 1.Z1 0{5 1,47 4.21 7: 3. 7; 1. aN-1 0.01 0.01 0.03 0.07 0.17 0.3 0.+13 1A9 113- 1.51 1.17 A6 013 013 1.16 .1.37 1.14 A 0.10 0.14 0+12 1.+52 2117 2.1 �15.Q. d�7, 0.ti5 1.l8 2.�5 2�6, 2. 4 1.t16 Al 1, 7, 1 7 2 0.01 0.01 0:02 0:04 0.10 0,23 0. du1 119 '1.U� 0.10 A 0 � � � 1 ,� � � 5. 2. 4 1.49 5 0+48 0.18 0.07 0.03 + + + } { { % + tt.. tt .+ 0.01 0.01 0.02 0.03 0 05' 0.1ID 0 26 `Q. 0 61 0 64 0.49; 0.43 0 �8 1.45 3+54 3.81 2�5 O�J3 O . �D, 1 1.58 3.tl8 i 3 j 1 �- 0+/2 'f}. 1, �9 ,4.21 6.46 . 6 1. 6. 0.89 0.15 146 It A8 . 4� }1 i 1.2 1.04 0�74 ,A1 :D. i 1 .07 0.03 R k k # f k # k ":i~• , { . + { { Yy + #. 0.00 0.01 0#01 0.02 OA3 0,06 0.09 0118 'O # 9 03 i)'ST`-n77"-0.35 1 • 5.34 4.57 2.47 0 83 0 31 D 45 1.A13 3.+57 . 3 3.1 1.27 Al O G3 1 �7 S � 4 a:3�2 1.� 6 0�6 1A7 1 A8 117 1.1�8 1.11 0.+19 011 � j Q.14 0. 6 0.03 { ��0.00 0.01 0.01 0.01 0.02 0.03 0.04 0.07 0.11 _0.16 014 011 0,13 Q 23 0.63. 010 0,48 D 16 0.19 D i6 '035� .9 1. 6 1.u5 061 0 5 0 8 1. 2`1�s2 1+19 ,9: 0.0 5 1.u3 1.z3 1.�16 1.�13 0. 4 061 0+41 �0�1 1T 1 0.0 0.02 ...r.{���{{{i.{t.0.00 0.01 0.01 0.01 0.02 0.02 0.03 0.04 0.06 0.06 0.05'0: _D..06 0.06_.0.06...006 0,05- 0.07 0.15 0:33 0.66�5 1.16 1.16•`6:9 .�0 A A 1A4 '1. .1. 0:98 0./5 0�/6 i1 1,46 117 1.13 0.19 :A2 0.18 `0.11 006 031 0.02 k� }-� f k 1'. k k # k # Y k k k i"R'# k�.,.�#- k -t R ..Y `� + e ... +'. + k k 'k k # O.OD 0.00 01 \1 0/ 1 0 Bi 0 0�' 0^02 0.02 0.03 D D3"0:03 0:e-2-003 -fl:02 fl.03 004�,O06 0 f3 0 27 0 47. 0.64 0:�2---.�-- A-v:4s- �Q 2 o it Q ` 0 0.61 0. L 6 2 7 2 51 1.�23 D.47 0t13 }0.11 0.06 0.04 0.02 0.01 # k � # t � i k 4' � Y { �t'.� � + �..t�,�.-� t k t t 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 Q91 /D�.Ot 0.01 0.02 O.D2 0.02 0.02 D.03 0.05 0.09 ©a7 0. 4. 0.29 0.30 028 025 0.23 0.2,8 031 4.35 06 0.+33 O.SO Q $ 6 .19t;-a4 3iT 1.4i u.55 U.ZZ D.08 0,04 0.02 0.01 U ,k T". ... t. 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.03 0.04 0.07 0.02. 0'.10. 010 010 0.09 - D 10 0,1.2 0.12. O:fi2 D 12 0.12 0.11 0.16 0.251.42 1.10 0.36 0.12 0.04 0.02 0.02 0.01 0.01 0. 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00, 05 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0,03 0.04 0.04 0.04 0.05 0,04 0.05 0.05 0.05 0.05 0 -OZ 0 04 ` 0.05-• 0.01 _0,09 T� 20 0 29 0.22 ,A 99 0.03 0.02 0,.01 -0.01 0.01 0.01 0.0 $-J # t k # k # # # # t # % k } k # k # 8 k k k t # Y k ..,� % "•.... ,k _ F # Y # # # 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 yD 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.03 0.03 0.03 0.02 0.03 0.02 0.02 0.02 0.03 0 O3 - 0.03 - .D2 0.02 0.01 0.01 0.01 0.01 0.00 0.00 0.001 yy 1I4� Ib. 7201 ,1 � .�ONAL ��C 3, XE • TYPE III [NTUI'11NIOU3 JIICRETE BASE COURSE 4' TOPE 1_FERTILIZE, SEER LME, SPED, I MACH FINISH G LINEGUARD TAPE BURY CR APPR 4' - III DETECTABLE APED OW G\\\ IHDERGROUND MARKING _IAL, CENTERED OJER THE PIPE. III GRADE. \ ° • RTIUZE N MULCH ASPHALT DETAIL .%J�-... .� �J{Jjy/( a •� ��. TACK�COAT • TTPE II BMUMINOUs CONCRETE BASE COURSE V) SELECT EXCAVATED TERIAL HITN STONES NO LARGER THAN p SELECT EXCAVATED MATERIAL COMPACT IN IY LIFTS TO A 3•I (H.V) n'N(H S' RN O ETER COMPACT 1N G- LIFTS TO A DENSITY a= ° ' • m • DENSITY OF A5E OF THE nNnnUn DRY DENSITY USING I THE MA%IMII'1 ORT DOLSITT -WE STANDARD PROCTOR TEST, ACCORDING TO ASm DGMS ° a ° THE STNDARD PROCTOR TEST, ACCORDING TO ASm CG'D 4 4 I- PENT MIXED GRAVEL MIRAFI EOO ABOVE • S' • %' DITRUDED POLYSTYRENE FOX- NSUUTgN. USE TWO LAYERS, EACH 1- THICK, WITH JOINTS STAGGERED. INSTP (VAOT SPEC F)04.05 FMa) OTEXTILE FABRIC MINIMUM 24' OVERLAP BACKfILL INSULATION SKULL B[ PIKED CAREFULLY / O AVOID INSULATION DAMAGE�.�. //�IWHEREVER ✓/ CALLED FOR IN THE PENS. W DENSE GRADED CRUSHED STONE (vAor sPEc na.a) tDT£• GRAVEL SUWA5E SKULL BE COMPACTED TO — OF THE MAXIMA MI DENSITY USING THE STANDARD PROCTOR TEST, ACCORDING TO ASm DG95. TYPICAL PARKING CRO55 SECTION NTS 1/4' RADIUS 12' RADIUS F1J. �3,500 PSI CLASS B CONCRETE CURB 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/5' JOINTS BETWEEN SECTIONS. 2. EXPANSION JOINTS SMALL BE CONSTRUCTED EVERY 20' WITH 1/4' THICK PREFORMED EXPANSION JOINT FILLER MATERIAL CONFORMING TO AASHTO DESIGNATION M-1S33. 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'. S. ALL RADII LE55 THAN 2OW SHALL Be FORMED USING FLEXIBLE FORMS. G. ALL BACKFILL TO BE TWOROUG14LT COMPACTED IN 4' LIFTS TO A DENSITY OF RSf OF THE MAXIMUM DRY DE45ITY USING THE STANDARD PROCTOR TEST, ACCORDING TO ASTT DWS. TYPICAL CONCRETE CURB NTS SFDOfH CUT E%ISTMG 01TATINCUS CONCRETE I-U2' TTPE III BITUnINWS CONCRETE NEARING COURSE PRIOR TO PAVING, ALL JOINTS SHALL BE TNOROUGN.T CLEANED AND COATED WITH TYPE II 01TU'IINOPS CONCRETE BMULSIMED ASPHALT. AS REONIRED TO MATCH EXISTING PAVEMENT THICKNEBS (I- ' MINIMUM) ' EXISTING B MINOUS CONCRETE EMULSIFIED ASPHALT KK CHAT \\ I I NEN GRAVEL SUBBASE •' — _ p03 TSEE TT?I(AO TK.N5, NDTE� ALL ""' ILL TO BE TIIORONINLY COTKTLD IN G' LIFTS TO A DObITY d`'m OF THE MAX— DRY DENSITT USING THE STANDARD PROCTOR TEST, IpNRFABFIC ACCORDING TO ASm _. TYPICAL PAVEMENT HTS nWXVn 24 CYERLAF MATCHING DETAIL MIN. ' MIN. ' MIN. A' TOPSAIL - FERTILIZE LIME, SEE., F Ml A PRE-WEAWERED OAK OR METAL FENCE POST BEII SECTION 'A• ❑ ❑ 70P VIEW OF JOINING- FENCE SEGT117NS ERE -WEATHERED I - OR META NTS EENLE POST D RELY ON OFSEE TOP VIEW FOR RUNOFF FWN ATT SEG-T OoFJPI1 G' COMPACT 901E SECTION 'A• BADKFILL SF.CTdI '0' SIDE VIEW HTS MRAFI EHVI ENCE Da APPROVED EQUAL �. SILT FENCE SHALL BE INSPECTED IC LEAST TS I EVERT SEVEN C THE DAYS OR WITHIN 24 ER ANT RAIN EVENT WHICH RESULTS W A DISCHARGE FROM THE SITE. 3.AC RCUMULATED SEDIMENT SHALL BE REM WED WHEN IT REACHES A DEPTH 6 GER. G' OR GRT 3. REPAIR DAMAGED PORTIONS TYPICAL TEMPORARY OF FENCING AS -- EROSION CONTROL FENCE SMOOTH AREA BEFORE_/+'/.7 PLACEMENT OF INSULATION A /) `✓ -'I CRVSHED STONE OR SAND OR GRANULAR MATERIAL THE pPEJ', G•MUM DRY DENSITY USING THE ST STANDARD '% % resr, AudRdHG TO Asm DGro TYPICAL TRENCH DETAIL, HDPE OR SDR 35 PVC STORM SEWER NTS STORM MANHOLE fRAFIE AND COVER TO BE LESARON MODEL ALC-2K OR N APPROVED EWAL, MARKED 'STORMY \ , FINISH GRADE I - I NOTE, ALL MCKMLL TOM THOROUGHLY COMPACTED IN 0LIFTS TI A DENSITY aF 45i OF THE MA%IMU'1 DRY I I PROCTOR EST, METHOD Py D ACCORI TO ASm 0'ro ALL PIPE CONNECTIONS SHALL M SATED AND WATERTIGHT. EGDAL (400o Pd ca.caere) I.NDNJTURBED SOL OR TORO1010.T CQI/KTED GRAVEL TYPICAL STORM MANHOLE DETAIL HTS CENTER ONE LENGTH aP PIPE OVER SEWER 0 n WATER e, SEPARATION DISTANCE - u I5' M 3EPAMTION DISTANCE SEVER PARALLEL IN5TALLATION CR0551NG5 WATER - SEWER SEPARATION NOTES BEEWMEA9U94ULDL BE LAID AT LEAST TEN FEET HORµZDNTALLT FROM ANY EXISTING OR PROPOSED WATER MAIN, THE DISTANCE SHALL TO MAIN(NN TCN FOOT HORIZONTAL SEPFARATION BETWEEN 5 ERE ER AND WATER TICAL DUE TO LINES TIMELKWETE{i LLIINEFIAT BE IN A SEPARATHER UNU ENS, TRENCH OR ON AN UNDISTURBED EARTH SHELF IN THE SERER TRENCH PROVIDED THAT WE BOTEO'I OF THE WATER LINE IS AT LEAST IB INCHES ABOVE THE TOP OF THE SEVER. WHEREVER IMPOSSIBLE OR IMPRACTICAL TO MNTAIN IB INCHES VERTICAL RATION, THE SEWER LINE SHALL BE CONSTRUCTED TO NORTAL WATERLINE STANDARDS AND PRESSURE TESTED TO SO PSI FOR IS FIN TES PRAM TO BACKFILLING. NO LEAKKE 51 BE ALLOWED FOR THIS TEST. SEW SING WATER MAINS SMALL BE LAID BENEATW THE WATER MAIN WITH AT LEAST 15 INCHES VERTICAL CLEARANCE BETWEEN THE TOP OF THE SEWER AND WEBOTTOM OF THE WATER MAIN. WHEN IT 15 IMPOSSIBLE TO MAINTAIN THE ID INCHE5 VERTICAL XPARATIW OR WHERE THE SEWER MU5T BE LAID ABOVE THE WATER N.IN� 1) THE CROSSING SHALL BE ARRANGED SO THAT ONE FULL LENGTH OP SEWER 15 CENTERED ABOVE OR BELOW THE WATERLINE WITH SERER .DINTS AS FAR A5 PP1515LE FRONT WATER JONTS; 2) WESEVER PIPE MUST BE CONSTRUCTED TO HATER MIN STANDARDS FOR A MIN FU DI5TANCE OF 20 FEET WATER. MAID. STANDARDS MUSE. THEH T BE PR— TESTEDOR A TOTAL OF —E TO MAINTA N PIPE 50 RSI IOR BWNICHEVERIM RATER, WI 3TNdNT LEA 1 NPRIOR TO TO BACKFIL BETOND ONE FOOT ABOVE THE PIPE TO ASSURE HATERTK.HTNE55; 4) WHERE WATER MAIN CROSSES UNDER A SEINER, ADEOIATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMKE TO THE WATER MAIN. JU ty °fS R O• V U�lnWoo DATE RENSDN I 3y CLIENT PIZZA GALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VERMONT 05403 PROJECT TIRE MOUNTAIN VIEW OFFICE PARK LOT 4 MRI ADDITION DDVIINC TITLE . OF•. =" i tn'•sI Sit - \ ',ss' • • . o` DETAILS Donald L fi'amlin 7b Consulting Ik EPnpneers, )"no. 7 196 feast 11 Zs ✓ lion, VPSTsmnr lPK JPK Checked JPK a l.'IaDe C-3 01010 Sae min foshillI bo ben Is dascr:bed s, xdion 02 M Seed „ fa' LM fo, law,,,00 dIw- od stanruuat<r palls shill bo Swats MO , Isds-bidd n w,tb„ 02520. Seed - fa stapes steeps, then 4.1 (H:V) shall Its Cawrvdbm Mix Is desrrlbod n satlm o2-. SHOP DRAWING5. TM ,antra- shill wbmit shop drouirq's W tH, 6,tl r Far soorovd - tM rollolwirq Ilom. See mb, emwn antra. nwttkg, manta ml., bt-leave ,vevWete --, esmmt . mix, pram, cac,,. ,I- rkgs, precast cmcrets st-b-, catch bosh frven. " Frets,, r,a,hole Rom, " wlw boilers, aid till 1 iabrkss.. TM cmtrator shill o- -bmiti puiotions<umrvss for smile piml mi.W trawl, aid chow trod. -h' ,law. PERMITS. TM ,t- t- oMll kwaa the OF permits " licawes hove been obt iI " all ,aWkm foss hove boss, gold prior . tht cmrnacrosnt a work. Soils: TM canlracW shill wbnit prates toot r Its Fa nd,w ni,riab " wbbax ,-iats W bo uwd. TM ,Pena- shill bo .N. fa prwidint Zrptail rowlts. CoEW,i Gat, shill H, .- rile a ,fo,d at a I per adkn a pi. n tench per lift, od I per 2,500 , , n, of Fill ow per lift. .0.1 OJEGT M WORK INCLUDED: This ssctim potdns W tM l it oo,,-t r Will-n. which met be met by tH, m Ctrathista athis mla,o-mml o,d control seeded, .-h, mot Is .-Moil by tM Co,-_. MANAGEMENT OF PROJECT SITE: TM C-trata shill mow t,ot lit tM end of soh wokw day, tM j,b sits shill W oft in a ca,dl so-F.tay W tH, Ergirwo. All sucass " wme,es,ay cmit-ins swipnrot oil debris shill bs removed fr- tM job ,i. m work poFre,00.. This Co,-- shill M i s Oibis fp praati,q all aistkq ,,,aeon veil wank canp,d. w, this Project a N, awns "pave,. TM Co,__ .MII lass all pecwtaw - b - such -sid-, - arc nec..aY W palest both life and popr®All s ostoi, iNld by the Eq -,s C tifkats ab`C-pietim - hive M,o- donapsd IF- - cox, ill bo ,ensued ad -lasif a the Contactor'..prose, For bdh Ida - mdmi.. Cass shill W --s,d - the psi a this Conbata W rovers that pr-arMy do,ag, doss col occur m piwts frporty row that Is, lltils damps . posslbis Is dims within crostvctim sWs rIs,ts. Protactkn will Is afod'd cdL,,OtOd tree ad sMubbery, Fwcas ob wills, ad simiw rsd". "has ejamt to tM omst,ctw. This Cantata is responsible fo msurIN that lM r Ition a pride property o peens, ksd, 1, r-tam W tM ,edition wwch .1.1. oho W tM - This CartrocW shill bo Mk mogosibl, Wall 6a rawltiN from a foil" W ,amply with lM prwlalons a this ,.,tins. SURVEY CONTROL PROVIDED: TM Ergtxer ,hill prwke - Co,, a with control points. Such -astral NMI bo sat - tines Ply. TMreaft-, tM Co,,b-tor NdI Is repaw,bk - is--tg caKrol point, f do,aae ow dhlocaton. Ehwld otdRknol work W rarybe by 'h,EN_ to rwstoblleh ,send Fools, M shelI bo--bOmsod by this Contactor. Bench marks will M is -We by tM Egks,r MEASUREMENT OF OVANTITIE5 OF WORK: Ikkass ahenwiss Would' fa k, this t dslmmkwd by tshs�"IFErvX,ea w Co bW bsholl I MOH,W. h EH, caws a n h hcovdkn aid rak acwalbn, moss of n iv provide W, tM meted of ,mso,uronrot a R,m11tn will consist a cross swtl- maawrm h Its, field d Interval de ,,od by tM Egirso oil c Wtdlm, a v WiI, by tM method of .mope rod oats. 1n tM ors a ofwtitkf paid fa m tmb . wo bo, mlew of-I,ise pwld. For, tM oo to bo pod For,MII bo wit- ostolbishW pay limits, col-lale uskq fkW -is "ON f- pwd, Ike. Fo this evenputaim a -- the 'Plmimslor' fMll Is -wider, m acsplabla Irwbument of -H-. PROTECTION AND REPAIR OF EXISTING UTILITIE5: Whrevsr ,aunts, sous, drab, ma,Mks, -Wh b.in osswctkm, water Pees, w w ,bomb,., sl.tricol -nduite, .1phaw ,adults, utility pal., o H`d lines, o dFw F."itl. " en-mtm., tM,hi Y ll bo protested and wppotW by th, Con _, ItN. eon iM -teary r¢ a «s ,e IYWis skat I.Jw todmy wch fatlit- I. ",bodirRisad ,whir. Fran tM Cmtata's operatives, Nil kill __sd d tM Cm ._'t «prow with o tine wild thot will rot pia- m w Weil. b,rbn m tls .oars. TM Outer, ENo d `H`Mthrorlty hang dim- Nil bo ""I" d pampllY a my do r to utilities. WMwwr tM Egkwr m. ,aq,ire, pity. o ales Ins ,F_. W.ta,s o,counWe h aca,dkq o lrarcNrq .MI bo parmawntly wpporLd with wooden wpprts ago. «cavalim o- I -II, o- by otMr -thks a ,ttibl. to this Fwileo. RECONSTRUCTION OF EXISTING VTILITIE5, In cow it .hill boot„" „aes,ay, h tM opinlm of - "I-, W ,rove o m-st-t my looter main, elwti-1 =it, .,slob- oaxWt, --ti- tMnW o - cppurtmmt strvcturas, work will bo dos by this Crolnalor. TM C -tr .MII W rosp-im. fo -idkq -Wit to use, befo-a ---soma .ends.. Fkss -,,-thy povk. fa h this ,anus", mi3OO-vctor, a the Itilttk, "It W d tM Cantata'. spa,". In ro case shill CM C-trocW .I- a wolor -n, .Iestic cve,duit, ""pH"`oawuit o my I .gramd cable,, ,adults o staW , ill wrlttm F..-I.F tM Epm obPell th, E i,,wr is wtiefbd that Idissots wonky to tM usrs His bens prolidad. PROTECTION OF WATER SUPPLIES: NIHO r Iowa, ad veil., nab crow, casVvctlon shill Is d„s k, accede, with this 'Siswo,_ er S.P.Imt- Dstdls fa Grownts' shown h tM Approd'a o- - III. plow. Where fewms row wdm mdns will be p-Ilsl to each ,th., Lhero shill bo a mhimwm ssPadlm III, s of Ins ,,.) foot, me.ured se- W .dW a P.. If .ah dlsloXe carat W mainWlyd, . detomi,sd by thisEngksr, tM dist-o. - W ,.aced, 11Wkq tM water oven is h a ,,lords _h o m - .disturbed loth shelf laded . - hide Ii lM oil It m .Wv io, w tM butt- a tM water moin I. d -t 15 -His above LM lop of tM sruwr. WORK OUTSIDE RIGHTS -OF -WAIT AND EASEMENTS, TM Cams,- shill rot, .levee wrillm oo-t f.tM ewer,, rota o occupy with rna,, tools, malarial, r _iPm It, - WM .,bolds t: rght,-a-woe or still Lilts. A ropy a tM written content shod W p.kW W th, Erg - PROJECT PRCGRE55 SCHEDULES: Befo, stating tM wok aW frame Lhx to tkm dwrkq Its propess, m CM ENkser may coyest, - Core o Nall -bolt . this Egkar a wrlttm dss WtW a tH, -tl,od. M IF- W wHi h dokq U I wok ow this vawu..tsps h, Mods to tlb. Withi, 15 dos•, aW this dots, a stveina wok, tM Cantata .Mil preps, and w JI, to tM Engkwer: (o) a wrlttm wMduk firing tM does a which Mdlt-1 d-Vii, If my, will W r vl1sd end; (b) a wrlttm uNoi,k MIN tM rospectbs dots, fa LM start " r i9otion IF -1wa pots of lM wok. Eah wch w s d- sHill bo subject . review O d doge Fran ti- Fat W time dw,N tw pope" a tM work. hchded with this %held shill W a brmkdo,n a mo,Lhly sstkwl.d cambatm costs and ".t.m.s m-site. WORK TO CONFORM+ Dmng its props, ad m i.-mPbtim, all work shill coaarm "II to thIhe., levels o,d grvldes WkatW m tM d-N. o giver, by tM Ergbwr ad ,Hill be Wilt in o thowghlY wb,tmtld ad d..k _like mane, Ili accomdaca with - di-twiNs od ssaificatb,, ad I, dk.a,-, given Iran time toM tine by lEr'll rig MII try work h a,sss a the rsy,lrroaro. a this d-adnt, oil s sk;fkdi- M paid fo- weeks odour k, wH" by this Eghe,r. PERMITS. It ,MII W tM CmtacW's raspawibility W obtan all Femol, etas, rpiarol a local Famnits ncesao-Y fp LM cmetratlm a EllpoJat. TM Cmtallr is des mprwibk fo- mahlokirq thaw permits rl force dw,wg tM lagth a this cvetroct row Fa _kq ill rwyirad o-li W "Mofy with thisomtsN a lMss permit. oil -units pano,sly .tad W IN, project. SIJB5GRFACE INFORMATION PROVIDED. Svbwrf- r,Famaim p.idW is W waist tM Contator In m I bd. S Ios.,F a Wo ,otlm p kWd . pot of IN, COMract Docarwnts is rat "„ ,i.di to M -i- " bidders- rocouraged to lake ddHlw,d ba,hgs plo ...N. COMPACTION. At tM FI - stry tWr, -fill tM Cadrato eholl W r kind W .bolt, n writing, b tM Engneer, fa approrol, CM-tI.d(s) W bo wtilimd . meet Ito --tlm rpwkmxnis cmtohed h twss SWIf-tl-. TM CmlraW '., bo __ W hive sp -odd --ti- -6-.t m tM job .i. Is ray bo nwdad W praPs,ly <ampalt matawl spwifkally fo this projmt. Pk,. a n soFW ,t wch . -N plots cane toss, t-poi, ,arms, vib-_ rattan, .h-(-t rot lone wobbly .M1 d --, .Wen Gr. rolkm, Hal whselW roller veil LM like -11 Its, -nsidaW witbla -i-o"t fo- -Pectins. Such pieces of spill, ,L . backh. -kats, b,IWocero ad - Ilk, hill rot M der. fo vex Is anpatkn s9vi-mt moss N-ifreNy o,Pr IkI by tM SNk,e Fa -III cars. 511PERVISORS ON THE JOB SITE: TM Conlrocta Nil bo rosom,bo for arsur.y his Ill I m ,M job ,i. d ill ti that that thin is a Sty son ,der e- parvi w srudim b WI can IISMd lratm Is whwtMr o rot [M cos by Ito Prima Cmt� 5ubrwntrat- Idr' by CM Prima C�ata, p SITE RESTORATION, Pre,-l,N t tw,i pholooil MW .M o I ken by towi- No --i,.a d, era- to bo afectad by this IIH-t. TMx phItOWIVh, -till bo .II,- loon camplaticr, a towt tie, to .tdllsh sdkfatoy Ianplioas .V 'm a sits W ti oa,ditkn. All pavluu.ly w-toted a -a. which Mw bens da- Iso molt of this -"-ti-"I M p" "O' t.-il.d, - aw mukMd Is- Sestkn 02520 pia . «Lobe, 1. 01030 e,f>< tH, CmlracW rrsravth wit o rak WI- m spec.k, sp. tM oath with m :<,dergwnd ut ty ssoa-It o n tM oa ofo pb or lic r� - ��P t IO-aN-w. n which m w,,.,,amd dilil, may W kcotsd, tM Contractor shill reef, 'Dg-fs' by ,thing their WII-f mobs, I-555-344-7233. Di -a, .111 then notify oil Willy cane W No," w,drp Wink, Inthat ow so that they cm k t- ls bLion a these Faait- TM utility oanpml. should Pak thin lbws within forty sight tours Cram tM Gene Di,d. was -ifiod (..Wkq Saturdays, Suds, ad lead wkays). Sao` ad watro foiilite. shin I,ot bo cbssifiW - I ..tll,ll/ w, this 5-16-tins. Ernogacy a<.dbns - exempt Fran I.H. rewiamnt. Effectly` Joaary I, I91CD, this mmddory n ifl-lien of Dlgsof. k, tM above _all sitldi- WVis-t SWta Low. A fits a ,I,000 vid may Is Iefor films toap tsthwa Dttsafa Mf- m --i- is made. Dim MATERIAL SPECIFICATIC4,15: All mo.rwlf, toles, spacifkd of-sis, dtke Or, this vmtrocl shill bo wbj- W lM OPpr.d of th, ENssd atoll meet tM apllcoble „ykams O a lM latest Poblis- sPO:, dW- od ,ladods of this follaui, imlitw-, owocioti- o I.Pa'bna,ls. Amerk. Cmcrets In.tit- M-i,m Society a Testkq ad mot-1. Anerkm Im11Wt< a SWst C-wctim Anrkm tatter woks As I.- Vama,t Agency a Trmsportatim - .t-dved 5paificatiaw fa High.. ad Bridle --it-' Anwricm Waldirq 5akty Natural Elatrkol Coda Holland 'w"'bbq Code All ApplkaWa Skis veil Leal Codas row Permits ABBREVIATIONS AND REFERENCES: Whrs rsfsrmca k mode to o pscifk of e a th, bslow mmtkm. or ,her ussociotims o sa1Nl., Il is a,d-lood thot tM WWI ds.4l bon a spildfi-lo, in effect d 'H,-s a res,im a bids .hill take o<-dmce over this, IistW bolow. ASTM Mlrkm Society For T.tiN od Miss— ASA M-mor, Sto,da des A -- HA --I- Watm Wanks A,saiot- MSHO Amokm A,saldim of State Highway Offlckls AASHTO A,n mIor, As. Wtkn OF State Ngfwoy ad Tm:i p tdlm Offllio s ACI Anrkm Co,-oto 1nsll.le ALMA Anakm Ga M-faWo, A,sa.- AN31 M Notiaal Sto-d. -ti- ABC A-- i- a Stssi CmtWctim AXE mr Akm 5akty of Civil Ergkwrs ASME Anmicm Society a ""Hi al Engi-ens wr ASHIl Mkm Safety a Hsol Refrl.roal, row Air Coeiti-k,g Erg- AIA Mwriran I--ts a - lwlo AWE Anrkan Soc4lY a 5uitoy Egkwr, AGC Atmerkm Gawrd Cwntal- a Amrko CEC Cmwllkq Figinaa, Cowil EPA Envlroyn,ntal Pro.ctim Agway IEEE ImUW. a EI<ctrkll ad Elotraniw Epnosr. N8FU Ndlorol peed of Fire Udawritsn NB5 -- Eki- a Stmdods HSPE Ndi-I Soddy of ProfssNmd Epinprs NEWWA Nero "I" - Work. Aswck im NEC Notl-I Electric Cod. HEM A Not- Elwt,kot Monufatu s A.-Itim PCA Po, b Cs-t A-ldim SCPI St -turd Cl. Radiate -i-, UL .,dsmIHirs' laboaloiss WPCF Notro Palk,llar, Centro, Fsda.atW,, 01500 WORK INCLVDE01 kKbw,d n this section pertain, . tM COW'* W's rwpansibilltY a ppddkg tanpopy Willi" This COH-t- ,ton be ro 611,k fo- Will shalt bear at H, own apem. all trot Im,, falGtks ne-.by W the pro-, FOR -ill of this Co,-t, hclWkg Wt clot limited to ill tsm,paraY stoolIghlkg, Hool " vo,tilwt n, tsh, ks, o-, 'lay failitks, seal✓ oil feet did fallitiss. TM CotraW shill make ill arms. fo tsm_ failitl. wwll In odvmca a nee w m to rot elay taIb dtins. All temporary f-ities shill W adamds W prfam tM fwtlm fo whkh troy - ntowod without risk of Psrsa, 1 o ooperty dose- W try e 0,1-I. 01560 WORK INCLUDED. Wok k wl.d in this wetimertain, pW tM .pscbl control. which this CmbaW must klsti- and -inldn durkq LHI IsNi a th, Cmtat. DUST CONTROL. TM Contrata shill bo , p sibk d No owns «pm,a fa m,urkq that - di o-su,.. o =It of -rest Io, adult. doss M. o-wl< a ifmcs o a safety hOso'd. Where oil when 4-. roc<„ay this Cmtrata will M ra9ylred W wst ,esti- of this wrwtwtlm row with wa.r o ,ply -1,1- ,hlo,W. o s:wwp tM miodwoy with a FOw., broom . d.t camel Paver,,. w.1 om moos. NMI W p.Wsd d ill time., _kk%1 g ... kw Ind -sks s. WATER CONTROL: TM Caltrata shill tale ,it nws,,-V rear," to hpdo all ualr n sxcawtbn., ,MII fumish ill Pearl. row eaplprr,rot oil .i W ill 1-id-.1 work to kwp th. ac.atkm -tlnly cis, OF wear whit. plio lNws, paws, serval,,, row that, foadotim. - bolds, Wnt. TM Col,- IWL M roe ibb w` a err rr�wtlfood, `e Iho�io',.a lb�oors,t cUaOHI �n IMali bs d i'If, s,, Uw opi,kn a is E"t,_, esyata contra, of - ,. not assure. WATERTIGHTNESS: It Is this rs.-nNWlity a the Cantrato W morn that all nor ,twtw., pipe. ad sopl-ot Wilt s- this contest Fo tM purpose of ,Intdnng water o shin Fluids o fo ca,v.Yng w1M1 Iguka - wdeilght aim all .,-IN oolditi- fo which they - k ii,ki. My pl- or sWCWm, "bra looks- M atan,kd to M „ sxcssw by th, E,I,i shill bo subject W -m I- or rplomrrt by tM Cantata d hi, sun «pave,. POLLUTION CITNTROL: Dmits, pro -it coruballan ofriW, [M Cvetrata NMI «.rtiw every ,w,ihls lore-utkn , pause ,sl.,I of tM worms s, the SW.. Pdlulmts wch . cMmicols, Pdn., iwls, t Is dI. i.., s, tau "wage, aedlment, row shin 1arnful "...MII rot M diwhwrge too 0 elan-ks Uses -ears o of natural o Slots <harlels I-dkq thin:,.. Appilcads IN is ad '- a LM Valliant Slats .1h l Envlrorvno,Wl Egiwrkq rabt"sq . t- .- veil abdssneK of pallaion thole W campy. with. -A WORK INCLUDED. Work n<IWed h this ,ovum pl-kw to - Cantata'. P Ib,ity W potat - wblk od worbnm. TM .bill shill W pdwte by tM COH-t- F. my o,d Ill hand. cverccted with the wok. Opt, 1-hes, m Mks* a of ayipnmt with tM wokirq 1.1. - W W prod"' by tM use a oil *" boa*kods., raw ,sees- r.Ill All barkers left in position wanighl o-a to bo P o mY lgh-. TM L toir shill M Hid rasp-iblr for this wfsty a all wokmm ow tM gowral .blic aw all d-Oges W powty acorri,g fr- o- wpm the work rp,oned by „atlgsk,Ce or Itwnuiw, pawing out a o foil" - tM pat OF ,M Cmlratur L, protest pr,taw or -pertY F.hood a opal trenhss, _101. o- os,,F r It. my - a the day a te ngN with e OWHI t row . All wok Nall M in cadamao,c. ,it, OSHA regwM , Till, 19, Ports I-II51 row a,.iclbl. VOSHA rap:IKim,. OISTO WORK INCLUDED: This .- muds, Its, methods - C, into shill a wy to _k,.in aid Protect tafk. This Co-- NMI poNde-IFormad traffic Will o flop- - dawned ,r,<seay 6V th, ENk, a IWO,-,mnw,tal acacia. This Contra,- shill, os caditims vessel, "mole` fw`a try location m the project wlrra his sI,,W 't o c tructlm oft d - such ,Hit they will In try maw, n.rfr. with tM movamcnt o witty a tM tr.Nirq .dice This Cat _ N,d. sect waling sip" in ova,- a - pia, ro tM a jest nteare with this vos a LM road trafk row d all winlem,sdWis pahls .lyre this "jest crosses a ookI,idsl with is, «latkq rood. 1oil a„tsJ h a-Ma,c. with this latest Soh wIF fig sign sM1 bo cores-t. .ilium tM Mmud m Vnlfo- Trafic Cmtrol Devim, .bliehW by tM Federal Npleu, Adnnl.tdim. TM test a traffic pike fe,vkae ac-bwd by tM Comet shall W poid for W tM C I, tor. TM cost a mifa. mtraffic Polls .ill rot M paid se -ty Wt ,hill bo ncwd.d h thispic..bled w the taveral item of w- h - ,-", of Price m tH, FYOFOI 1. Two-woy t !Tic Nall W m lIkod unless .-Iss II-ilW by this Engineer. TM CoMr.- alil -lify tM Egirsr, torn) poll- ad fire .-t-b. Is well at ,.nicipol olI d la-t 72 hours in ,duos. of .y n- W clove steels. TM Co, r to "it work with this lord ill W s.-,i.h a witdNe dla+ie routs, ad shot. d his owns `[paws, provide ad -i,,_ witably matelicl oM well Ii.hteN detour signs. TM amploymmt o prawn- a tarn nolI or u F.sd pali. dove not roliaw - Contrator of ony responsibility o I-Ity ads' this .1-t. 0.5n WORK INCLUDED+ -so in this wctim ore tH, rsyirwnmts that tM Cmtralx must meat .HW workirq within tM Stda highway rght-of-woy. GENERAL: TM Co, t - shill new that .',I- Ps-.. hove boa, _,i,`!d or W the <ommaKamwnt a - cm,Wction .,I- a p,bhi .It- rghl_,_way. P-it. Fa work within I Stout Wgh'saY right-oF-way .loll M dddn. From - Utilities Ensure,,, Ve-ml A-,cy of T-1tol,or,, M-pslir, Vommt. A pracawbvctim mwstlrq will M MIE ploy to this Co,,t-to 1,10. g work. This At y a T-soiststion's Distkt TrMsforlaticn Adn,Nst ad/o iAilitks Egr,er, the C--- 11 v , tM Con—'.wp -I. t, ad tM Ergk,-r ossipad to thispojot will W 's-i. d I,- -I,. Upon campletiro of this o wok, a F.al k,sFoim ll boa twiwd, with this ta,:e Pori;. sa,Is a this pram,tvctim msatirq. TM Cmiracta will M Wed to - rnttM Hill rise[ry W -of-uem tend a ,aditim m It wen ,prkr W dokq tM wok, od W tM wti.fatim a t1hw Ago,cy if Tr.,--kn's ,,ticl Trvwporlatkn ,idNrd>. Tm (10) dove wrhtm notice ,thou bo gi-i . th, Dl.tl,t Trarwpartabm Ad,in.trator bsF- try work Is d- within a St -I HiII right -of way. A copy a ,wch rotka shall M f-shed toLM E I,- krpect- by - Ago,cy a Trmwotalim ,MII M Farnittm . crosbw4 pros ,e TM Cmtato'e wok Noll bo prfam rod h soh a maw, that this roadway, IppurtsHa Od hithway balk will W sIFapord,d. This Co,-W shill ,-.pave all -ark with - 5tds Hlahwoy rigIH swear dw-IN this, p-lod Ram No-tior 15th W April 15th, mless alw,wi. permitted by IN, A,gs, a Trewportdian, Prkr . wspension a work, this CeetraW shill Mk o fees,, with is Egksm, Distkt Trawpotd,on Admini.- o d LM Owner. My work ,,seine Isa «wit a this -t--. bo accomplished prior' W No-., 151h, mks. of IH, permlltsd by - Agency of Tra,epo Ion All t,__ pawl 1 1 wrys, .houldsn ad Fokbq oo dl,turbed undo tH. mtat CNall W ,,.teal prior W wspamim of work. Gravel safarss in travel wogs od p-N ores NMI bs n.taodl to a ,edition pal . that wwch aktd prior to tot a c-bwclkm. All bit-Iro. pwsd " Fr.el surf . trawl rob pa WN o-e. Nall bo-W- by tM --- lhavglwt tM .up-Im a wo k wind Traffic ,hill W potatsd a oil Ih by ..I- barkodss, womkq od ev-s wonkq signs, Is re W protect tM public drkq tM cambuction pofW. All Vatkn opsrot- Will . ca,d,ctsd w . W Iww a mhbn:rn a U.-f- with li At leml --w. traFFI, shill W mdntpY,ad It. all limws. Two trorfk NMI boh -htned d this all whiwtwc n catb, III— - rot ., p-rew. U,ifomW aficsrs ,Hill W provide fo this -nlrol a tafk whin two-way talk coral bo rrok,Wln od al wch ,this- limes Is may M -wind by tM Distkt TrawyotOtio, Admhletralar for tM p Wri of tM P,dk. APPROVAL, Bow try row-,- operot- - elated, tM Cmm,ktor .hill wbn11 . this Ergn.o h ",plods, a de.id writes, drorrlPHO, a tM egdp,wt oil mehods M propose. W us - -tobts skstchws .Mwkg dstolls of tM proposed OWOt . If a wb-controcW 1, W W us. fo- this work, CM- sad WdrsN a " wb-contata .MII M kddt. n tM written -to-. to-. No work Nan F,ac.m mill tM Cmtrata'e pkw ad whsdul. hove or'we bn appd h wrkq il III this ow sr, the E'gk- rob till Distkkt Trorwportdion Adrnkislralar. JACKING, DRILLING AND TUwfELIN4. TMm-to r shiuns ll eat this .IN pips no lie ion . b Fk: de.Wboacson thsof th, roadway. aJ.kbq, drlllkq o Ux 11, oprdi-p,Hill . -fh. W ono..,hide the bawl. portion of th. Nit-1, . hdiioal. - Vsmmt Agency of Tr-porbtim Sto-d! D-.q D-Z. Jakkg, drnikq o _ks; ,roliaw, -.IN -I,.- a tM casing ad carver pi., shell to cord vet h .do-1 with thisapproved plow, spoiFkdi- oil working drowkgs. Whin «cavalkq fr- within LM jakkq o drlltkq pi., is CmtaW eholl - «tor" rare W oroW - I.. a matrolal Ran -tsks Ito N-it. a this pi. In Its Foal position. Ewavawn shalt bo cone IMe a this Iwkg Pita Ply W ti «tenet posIbis without tw loss of malorlal. When sh.t plliN Is WHO W form thishighway 'WI, of thisbolds, pit, tM pilkq shill bo cut off 2 peat allow Free ad lM I-onkq logth left w,distwbd Fdlawirq ,arnF__ OF _t... tkn opera,-. No r,Itsrid shill W plocsdt on this, Pare portico of tM Hill d oM these m.... -holsW by tM Dkwct T,O,spomotim Adnnisbwtar. Opel -t «cwatlm for Hill I-iNs Is not tM op- of tM d Cont-tar, ,a m. W .illy. -ly whirs'-ptod jackkq, drlllirg or l IW,g -thuds 1-1 o aFrrwlw poi. kY,io al. WI-- -,hod. fill o proms to bs .np'ati,ol, tH, Cor,b-, with th. -I _. of tM Es,ksr, .hill obtain m pts p„IFHI ,radif-- a thisHighway Po -,,It ham tls Dstkt Trarpola.n Abnnistdo ploy lv the I,Iliosikin Of opal cut -,hods. PHo W ,pawl of rah bt-e, evlte .nth bo ,oWlred thot. H,Fret-I ,its-otlw W open -ttrq sd... EXCAVATION, BACKFILL AND SURFACE RESTORATION. Malk- dkna:sim, a aa .ovtro withk, tH, higway h,I.--a-- shall conform k,genrrol . detdb slwwn ro Vsmat roXr, Ago¢y a Trve,po-toUm Stodod Po ," D-W0 Whin «co,atirq though- d ,,Prot s Pais-t', "Wit"roack k,fq hill M cut in tM c of h row o-Filly bil vet a tM way of escavotim opsmo l-. tmrwdidsly fo,Iowirg rwtoliotlm of th,, ,ol veil/o pi., tM trench shill M bakfllud! with ,00v. malorM in 6' klysrs Ic this wbgrode Ilse. Eah I— ,Hill is , a fI,,ctW . rot boss then %% a this makywsm dry d-ity Is R I. placed. Sd-boss a grossl or owshe rock shall W plead m lM Properly evenpactW wbpvda n 6' oo m tskl layero ad III bo a mhlm- depth of Is' cr - di-W by tM ENimar. Eah boys, .MII W thom.ghly ad solidly compacted. At Is.t a lon.roy pa,onrot -11 bo provide within 36 hours IF the c-pktlon a baknllkg aW Friar to wwkod ,Is"a a ill lo,otl- .hire or, opt, -t His boa, made tragh a mkok'al' wbjwt to -h - tdfk. TM iroap V pavemrol .MII <a,Net IF a dN - Inch a thorwgMY ronpacte blw ,kOwi usa,ets. Tsi . po o I%p"it W p Pis y i a tdnsd row .hill Is replaced with wrma,rot Pavanalt kr to -Blum of tM project or wspmsim of wok fo this hts, ,seem. Co-t -to pa+sr,mts Nan bo _Pwosd with caan. t_k,g a mh'vn- thidknew oaol to tM t-bass a tM aistq oam,mt p, W«se t s, ro I- elm 5' thick. TM tap -fo- shop W shad to rmotNy I -In ejoh.q pwemrol. M `w I-P (,trod -I tie) "Ill W mak,W'vwd "I"I"' «hung oil lieu robe 0 win mash. Rehforcl- ,III M pl-,I .nh a mhlm- cvecrets ,par of 2'. Cwrrsts .Hilt W tH-Ithly-npacte, .rak off . is ink. -ado, and cur. fen sawn (T) days with and -d Ned Pswr o bmlop owrokq ba- boot wbJatsd W trdfk. 91t-hoe oo-o'la sholl W nplacsd with 3' a bit -Moue plodt ml,W conchs or tM LMeb,ass of Its, ai.tow bit -Ines pavement, "hill- is loss, In acordmc. with Vsm,ant Agil a Trolepptatlm 5todod Paw'vq D-20. Sidswdk od cmW Nd1 bo rplo-d n kkd or h arc ol, with ds.ib ,Mull m tM Paw. Existirq Fronts curbo Ploy M solwtsd " newt. Ies Kls V tl cover., Tof ,Hill W --wlobll,il r, occordmcs with ad B,k- C-tn,cl M wtlsFz m a Stawodhs '<Speclf Higlway Adlmnl.Vot- TM Cantata shill w ,aspn ibla fa its, tpf ad en` a th' wage ti we to, - YW Fo wwiw ti- completim of tMo wok, a spe<ifisd by tM District Trmpotolkn A istrdm. MII WORK INCLUDED: TM Cmi -ta shall W all Ilsang, WI,Wbg ad WipPkq e.e iW Pis -,it oo,st-rim of tM phin wk witthise p -L. of thLy a Pis-,itPis-,it. mico.d n " drau'ry.. CLEARING AND GRUBBING. TM Coi-W shill do ill mdestaY wok of deo.y ow "It di- a all and Wl, -IwJN tee. ad brw.h Is ray W appw' by LM Erglnear. Dhfosol Ihnll canply wtth lad odhaxes. All are -1. W Jolt 'lens mkn veil 0--wbla. E.."E.."ith aural Iklse of troches, holes, roWwoys o skaualkf . M Wilt, .hers Ines 11, bo removal , - Iles tar with trunks over Four (4) -Nos h dimrlm shill W ,unwed Plea. othis- ,,vein' o- _O,Odi by tM Eynmr. "WIN ,MI W dews, _h a r,mwr that "``tgromerg growth will e with this - 1-tim limits toa,w a -.1 ,ppeoa,ce. TM CmtaW shill remove dt N ps ad nets with psr 1, rigNa-o way. STRIPPING TOPSOIL. h ge.ral, F,a, cme[ratbn Is vet h rI'way., A is venial arrow privet, aid P'bk rights-of_-.t pesmtlY ewer' with .pod 1. Aft- Vro HN ad pi. ""N opadion a car 11011 a --is, is compiel d, «< _W1 shall bo removed " sea graded, pwkW with tol l ad seeded Is pain' In Ssc- 02B20. Goad surface shill bo ,art k, I condltk„ aye. to I_ witch exist, Wfaa cansbvctkn. 022.2 WORK INCLUDED: Fmbmkmmts shah bo ca„t.I<tiW, - album m - Goitre, D-it`ovd,lentil obtak,eE Iw,th sewMre� 4surplw a.cavated m O1 m with SURFACE PREPARATION. When tM emba,bmnl W bo c-t-t' is less then 5 fact in depth above LM existl,q anode, tM woo with., th,corit,wc limit, shin be o,oW by daokq an trees, dawn tknbv, bvsh, bl,Nws and ,hallos. TM o-- andl W W.bbod W rmvow all N-Fs, root, duff, looms turf, debris or aMr objestivewbk maerial. When tM amba,bnmts - 5 Fast " over, all stumps shill Is rut of Is ,loss to tM arwM Is -I-,., Wt lid. eencMove cead 6 s ab tM «„tkq around ..sOl at th, boss of tM .t-p. This o-oo still rot W grubbed, Wt III objatwobls mdrill ,hill Is ,proved. All o! -.1tiq IF- aeokq " Frdbkq shill W solisfato ily disposeA of in I Paver opproved by tH, Ephesm " In c iplio- with In -I ard«rs. When aMmkmro. - to bo made m a -aids, thisslope a - aitiml tim which tM embanbnmt, - W Ile ,awtrat. ,roll W Nepal row properly drained IstM fill 1, cowtrtctsd n scorch,, with the plan, o IsON—by - Egkwsr sit the Ishii_ i_ It a the .I- dos, rot Knee,. MATERIALS CONTROL. The alcavoted rock, lodes, boulders veil slaw, except wMro rewire h tM costwctkn of ahr items a ahawise drest., sMi1 boa weed k, ti-is c It Iwo a o I,Wmk a,ts . lM «tent of tM project r-yRssmmti, oil, galerolly, ,Hill bo pia. w Is . fans tM box of o, a Wm t. Fror- material -1 rot Is -veil rI lM ,-,-oleo a embmkmants, -Nall this anbo4enrot. o wccesil krysrs a Its, an Ins is be plead wpm f'..maerid. Placarwnl a motaid ahr then rak "it stop when tM oWkd air temps,-, bolo" 3TF, prohibits tM obtanint a the reryirW ca - I-. If tM Piled.. 1. otMr.Ho-sptml., It Neu M .-"I- oil-, fo- future veto who, Its cawitkn Is a-Plabk W this Egham Fa ux in embvedanro.. EMBANKMENTS OVER Uii�NSTABLE SOILS. When arba4,mmt I. W i cowtalW b. roc �-ah sills a adeyds boons coPacty adld tM embalkm,a,tMpn. Altrmotive methods wch . Ws a a filter fd,rk in pla, of «<a,Otim ow backfill may bs .tilled Ply ate, __1 a fans by the Egkwr. Mderid fr_ «coven- m tH, -Jest shill M mod W is sense waild,ie aid when rot a,oilools shall bo obldrwd Iran otM swrc„ whin wtHirisW h _ tkq by lM Engkw<r. METHOD OF CON5TRMTION: pbleriol bsint placed h t. shill W placed n hori-I toys,, a miform thkio s o ago- tits, lull width of tM anba,bmmt h of Its, .WthL kry Imay M tutHiriz' by t1k, E,wct ..ldtSt-os, teem, I-W.h and, of a w,wulldNa Palm..hill rot bis placed h aN>owm,mts, -slot . deNpwte m lM Plow o . odsrW by tM Egvsm. TM Iwo, Noll Main d tM dosp- pal a - fill. EmOaAo, a is eholl W pla. ad --tool -tW Is in 5,= 02265 of these Spo,T99 i(5dto,dad l. R W) ol'fts III, tM A5TM Mob lest. Field W,sity .MIN ,1 T- h oo,,F ce with tM Sad Caw Method, A5Tm D1556 a this Nu,4p MatMd do-b' by ASTM D292 is, AASHTO T235. Effwtw W"od" ,yipmot Nil W used m each tars, toobtah WFom tNicb,ess okr to cm,--. Eah W.- shop M k,vt o-ouned .shed -,dins to We wbW, .- a anbveivrant oil cantiww. levelirq od mmi.,dbq will M r p,,O1 . Is- mifoma downy. TM mt1- area of each layro ,Hill bo Inlf y ,-pate W at bast tM raq,irW minkn- 'I by vex of ampatkn splonot -MIN a roll`,, pacts,. o a corrlblrglbn tsmWF. Eoth movkg oil olho splFmrot rot ,p.unwry masvatlre fo oo a tins pw➢o,a, .ill rot bo ,ovoid,' . oamlp-tiro s44pnrol. All fill m W1 shill W -,,loststl al a rs,N" cmlont dstomkad by this NbWr. content Inbosoch I `am omlMr corwtiuc pimid bsat-y. , that 3 Oi ltMlabove tM optim- moist" content ad shill bo lass that that aymtlty thot will oo,ss is anbo,bnmt W became -tabk drkq campacu- B,--., .hwkg err "H` m dies, l Isdsr h,I,y so,,W-1 Nall his -...re pima Fak odds,, fr m "N dstartnkalim of lack a ,,ability Isdr this reryiramnl and fat, plat - of .1 h till -o off- shop bo stopped o retadod . ,leave th, materl.l W .-Illos. whin lhs -i,tw. ,sole, a tM i-kil h this logo aim cm,tatbr, I. 1.s thin tee I, -It naeesoy . obtain wtisfat- aampoctia, by mlesF,mkd cwnpatkr, method., water ,hill M added by p,swr, dlstibItors o- Ii approved oyi = u,aro tray des bo aesd h ss,auikn o bomaw pits. This ovate Mill W mlfamly od t owihly i,rarpwte nut this ,ill by disc, harawhg, blekq or by dMr .pp-W -tFd,. THs .W,,Iotim m. W anitt, fo send. and Fro L When lM moktw ,sliest of IN,, 11 Is In aces a 3 percrot above ti, 'Pit- _- oo-A, drY• nro OI shill b. t o,"H, klca.ratsd - thiswet ,W! W! oi�this wet mdsrlol Moll bo -Otad by diskkq, horowkq, boding, roWY -IN o by diver Ippr ,sd -,hod.; o campactim a the lay, a wort- Nil 'a loaned mtil tM W. h- dried W tH, reel,. and -ntrot by evap-lion. PIPELINES IN EMBANKMENTS: Pi -tines aW seat"s pla. in I-toH ante m fills shot c Fom W throe sPafficdkra with rospat . acovatim, boddirq, .ykg " biannIN. Excavatkn fo- pips- . bo Odd n anbveganrota shill W mots oft, ti, snbo4,mad His born canplotdi W a hsitht of 3 filet above th, «eves, of this pl.. TM pi. NMI bo told, properly bsdd.d od backflll. W tM fop a thistench cwatm. Cos, -,tali a tM embmkmrot shill thin tooth- occordiN . this section. B ,bmkmmt m wl oijota,t . piosl shill most tM rspkomnts fo bakFlll. No poymolt fa wbstituW bakfill will W wtlwlfed fa b¢kfill tree,Ma sxcavatad h srnbatyrw,ls. COVER: Embve kb It. shop M topwilsd aid waded n -dve,cs with $Kelm 02620 of thaw .pesifioal mle...cifie otIH-ix m the pi... 1, embmk-lit =Nara _lOs, .-I plmWgs - toW made, this -o .Hill,W "plod or Oarrr,ad W pro,Ws loosa-droi g ad twoOlkd plor W lhs plrotkg. 02213 _VATION,S FOR ROAD WORK INCLUDED. TM follaulrq III_ de,crlWl th, wok W his, dos by tM Cmlroclor h -In Fokkq o ,00d «.sued-. GENERAL, Prior . - bgknirg a ..-I-, gr.rg ad -bONO-1 op.-"" h ay area, ill lie -Y claairq row tmI,i In thot om Noll ha,e bawl cvenFlsWd. SLOPES: All slh -t row .mbmbrsnt -V-, dltcM, ad uatsrwow, urMtw oopes W o nonly aa,sstvcte, shal W wtisf-ily ckowdi row cl.o. a obst-U- - ton n a cad ad tkn cwwiti- Ecavalion oMll M lids In rea,maay close omfoltity with the liras, grades row mkis,k t, kItIkoi' inM t Cmtnct or odor"' by tM E Hind CONSTRUCTION:w Dkq [M-mtictve,, th, mWdw.s od prkrq shill W mv,tok,sd w tl+d troy will W d d oil t Whin talk k _tOkisd, cos NMI M «mci,sd . kap til, podia, opt, to taF, n a wliNat- odium. REMOVAL OF MATERIAL: All .1-Is mllerWI mi-sd Fran «covatian NMI bo us' In tM fo--lion of orbo,kmmts Is indicat' m this plm, or Is db„t' by tH, Eylneer. TM afro or wen. m ial «swotod di,N crostry tlm a tH, roodwow ad pakkq will be uwd to tM «en tt posobts W mIFI-iy FWW t.Wpm, a M deposit. rI wch place, with lM right -I way Is ,n. b kdical. m tH, Plow or . di-te by this Outer or Egrsro. Nos of th" oltn or wl,ts rra W will bo «moved Fran tM prjj- sits, ml.s permil.d by this Ow,e o EgnmW. --Hot cawM l Id k, trlgN-a-ussy o W floc- Noehill W s sussd to fill .Ill.. then Wes within " poj-t lads m dhactW by the Dwrar o &I , All of thisow. ,hot oa alra o Toasts-.1 FIIW with this shill W loaded . droll, topw,kd, seeded ord m l k, aco-dvecs with tM lodsoof," spoifkalaw. TM Crab shill W r ,Ibla fo till ,lability a ill _._te ssnbadarwnts oil shill rePao a H, own expms" my -ti- whkh hove bko,r dieplaclst old hick - rot dtwtobls to thisw-okable movemat a tM __1 grotto pan which the-bo4o-it „,node or to on Act of God. WMrevm Muldsrs o I<dge rak o <ncountarsd in wa,mt for PPslimf or ,,mews., wch -did , o Isdgs rak shill boo r sd to a dspth of .. h Mlow Free and ,Pee II-pkd by then - bo refilbd W Tee with th, "'.F,W bsddkq mderi. Trashes shall bo O-od! at soh limas ad W wch a<tml mlly - may bo paanitUd by IN, EN- 11 driveway,, -osswolks, sod, ,Meal, ad ary of r wrfae -Weal .0-1d by - work shill M caafullY lake, , ads ksptsofomilt, fran tM IVer ev waLW -trial. If witobla, ec.oted mat,, i shill W us. Fr antmkmm., baekflll Od fill. Side slopes of ... veroti- tha11 bo I., - th, 71I of ,,Pox a molmlal srcwotad oil atoll bo flat aouah to -,'rot ,lids, a rme_im. My s,W,, tar, roykd . o revel, of ,lidos or cwe-b stall W dies,, by LM Cmlrata It .. awn .- Fit— of b,ddkq -WI shill rot bs dew -tll IN, ,,, w Hie ban thcro,,Oly dewots,W and tM CmLratar b ready . n,Wt pips o . cawtrat fomddi- of vaI- structures. LENGTH OF TRENCH ALLOWED TO BE OPEN: Lagth of trench allowsid to be open ,hall boa detamk,W by IN Engines,. TM told 4 IroQw a all Iuark n och ,anon shill b kept I- os i. palkd. Only that lagth a trench which cm W potatW by means a bomioadsa, fences, " thlike shill M allow' .remain open I -fight. Unlss, tpoifically Pomitt' by the Egnwr, ill trench ,.,audios atoll Is bakFIIIW plo to work kwt-chum fo soh wxk" M15CELLANEOUS EARTH EXCAVATION: NNO,I, ro r.q,R. by - Ergbr, Ito Cantata ,hill do srth svrndi. ad bakfiIFN in oklitim . this _,Patton and bockfllllrq roe. W ,-tree th, work r.rykW by the Contest Document.. Mies tallow, earth ewawtim row bakflllirq may boa „qukW by tM ENk,n For test pits o Fo aMr unfor.sea, FIM,osat. b, ,w-s-y . do sans a this work by haM. Excavatkn fo dosprohg o .-IN of Pnrwmt drokki" di-ii shill Is, k,cludsd n INs Ilan. T-psoy o pens , -I-,- of .I- shah not bo cansWl w,wo Pis -I- mih atcwdlan. EARTH EXCAVATION BELOW GRADE: hilho r, h tM opinion of lM Egrs,r, -Wiol a or bolav Frods lim a pipe I, strata, plus depth a beddkq mdmlal le mwitobl. for fowdallms, It ,hill althr ba «costal W wch aWiVcnd dplM - dw-t. by this Egrwr od then nfltOol with cwshe slaw, well umpale, o this E k. may dk«t that a lilt, (oink m dsil k, Section 02545 W N,IiW k, ,o, a daps, io, v an. If filar fobic I. IAW W, it 4HiIl bs b.ld ad lM cwdim then b-QK W Free Ito For pips t hs.. Hawn m th. Contest Drawkq.. UNAUTHORIZED EXCAVATION: IF th, baton a my «cavdbn has ben ,o bsaaw, Q e ,haw,, m tM Catral Dr.,ng,, a lhd - IMd by tM Ergbc, it `canpoclmbrbM i'q --ol. EARTH evpaw by rofilliN with well EARTH DICAVATION. -th ,,,will- Includes ill mdmlal, not cla.ifkd . rak «caatim oil include, - I. rot I-ItW W cabs, .Wa:uclks, pwanmt, peat, cloy, .tit, wd, mwck, Froval, I ,1_, hoes shake lows slang n _-, oil bouldrs namo-hg lass lk- one cubic yod h vdumw. M265 WORK INCLUDED. Work a this -tkn pataw 1a - baknll rsylrs,vn. - dsfidtim. of otlkldi k, bockflll .prratives .Itch " Cm✓octo - ccmFly with. GENERAL, Eah st 1 o paean of pi,PI, w shill W kwgclW oil ,pov.d fa bsddirq ad bockflll Wive It is c-re. ApprowI For biddkq oil bakfill .111 rot foil acca ltv. fo_WWthis t.troctw o p,.lb. Any pi.lb frond . bs - a Ito, dafan,Id ,s-o dw,d stall W -WO I, rpoced witfwt odditb .'s,-bn. No IXs:kFlllhg Muhl W ol- a-rd mvJoks o ahr IIZ7- tratur. Pell col,rrats o mosarY Hie vet wifkirotly, m detmmkd by tM Ergkw<r. All «<n, fill NMI W removal Ran tH, -.-,tkn .its by tM Contmctar, moves diractW I ise by this Es,kwr, oil dis.wd a k,m aooptab,a masr�. TM Cantata 1, rsapvewlbls fo- thisWool a a d4p-al ,its Ind OOWhkg try ..,toy -its .,aided with 1-poitoli- . o dipmd It tM ells. No awe, fell may W sWkpid d tlw castaUm hits. PIPE BEDDING. Pipe bikki 1- W that -III h this torch directly Olt - to th, pips. Po ill pl-ti, pipng use for ,FwltY tower, ,term drdn, wotsr min o- forts min, it shill s,isl fr- tM bottan of this ,arch, 6' billow this n,mt a tM pi., toa pool 6' dove tw crowns a this pips ad .hill -sh,t a ,,Vibe .tawad , so til Pi. beEd.q . ds,.w n this Crolracl Drawrgs. Fo daub ka, parity xwe,, wear min o- force main veil fo- nnfvecsd carrels - osphdl cod. rorvgoted mats, ,tans droll, the badd:q .poll sxtmd R- this bottom a th,,, trench, 4' W. th, I.rt a this pl., W this prkg lbw a this pi. " shin -lisle, a o-.hed stone, sad o- Fr -,a pi. Mddilq . dean. In tM Cmtrat DraukNi TM pips kedrq .hall bo cpnlpoctW W this mnk,wen droNty spaifd is, tM plow in odr W provide w,dfor i support o-,1 tM pips. SPw,fk nfOi, rwtkr, roldiw to " pi. bold" . W altise m this project tall W fwsd m this Cmtrat Drwkgs od w, is eat- covmkq paiFk ty- OF pipe matsrWls, Ss,l- 02520, 02555, D2556, sail 01560 Is appropriate. PIPE BACKFILL, Pips bock(Ill fa thi. Protest shill -wds all m ,kil pla. dies,. tM pips tool to .IVvn 4' of F ith. grade or to road wb,,l Is shwas m the Contact Puwogs fo P_ Isda roofs ad NMI M -tactisid c---. edit _WI from tM exc.a Io,l rbtsHol. used far b""'" shill W sbjest to this hspik, n ad approval a tM EN -If in thisqp of lM .,Qk- tM e OiIitod -,I. is -.1-1. fo bakrIll, tM Cmtrato shill ".pave a lhs raLerWl ved 1111ituW ppm. sad, -, or ath:sr -lot h tM ro _t. w poortl- pwifd by " EN_ Frosro -1.1 shplt rot bo planed In bakfllb I d book ill, NMI M W pia, m iro,ro mdroi. No tt-. n am. a 3' dlo m ,hall W plasol wit- 2 fast a tM pips. Logy .taw, may bo o.sd n M Lbackflll p.W. cos Is tool the Novas do rot Wcorw mete vew ,hot ill VOW!, between stanas o. c-pktsly Mod with fin ma... TM „ss and R tltla, a st- .sod In bakflll will bo ,ubj.t W ,rov Fal by LM Ergbr. No backf,ll oMll W diropped Fran a Hightw of , s, the, 3 fat Ram this lop a th, Miss,. This Wckflll Nil carskt a two .swat, taws. TM limit sort. shill "trod from LM tap of tM baddkq rrotmiol W a Hight a 24' above thiscrow, a the pi.. S<Isdl a o,otsd m-rial with .t-s ra leer thon 3' than,- .ton W pla.d n 6' line ow canpatsd W a d-y a 95Y a this ma- dry d-ity ustg Lhs Stedord PraW Tost, accadkg W ASTM D695 o- AASHTO T99 (latest vroN-). TM I-Wi. NMI bo pia. roor w as t dlsta lM pipe o costs It W bred, o ml-ii TM "caw c- .Hill aW W frwn tM top of this limit Fw,e . wit- 4' a finished ode o . rood w rode. MI-1.1 In Ihie s- shill bo wlat «-voted rnd<riol Fr paced In 6.w lifts ad Tsst, ted W a density of 'a5Y a maim- dry drosity ueirp M St)l Si Practa Tnt, scii,otoo,dN . ASTM 049D o AA - T99 (blast ). Suitable c , Fs, ail i, W balkn,d h Ws sac a.d ol, sh- .ing Ins,- - sadp 1H, prmatic t-pars, i t' wl f-popelid, Ness -t r .Ism tilde trmc I, a abor callable .brotont, Welding fj 95Y compatim rsopirsm ro is , .' In-Msimisw wile, vibratory poles in iHi fd gem ow --t roll,, 1 un-1- a,. cm i dili[e, providirq tM ,pentad dsgros a canPctwn is mat 4 , to , L.d1 . ,. mot, k, or cmas ad upon HbrrOtI with th, n� , t-I� W uskq weer jsttkq o krvroeian by, TM rotln torah width .Hill W mn mFoly o-pate rob b OoFHr W grodisM . T ramdnkq 4' a trash bit.- the top of this a bkfill ad IN,M fk-F.., - -m W boa seeded o- sodded, .Hill W bakFill,d with Weep, pacew d roIII, ,hid! h a -,dins,, with Booth,, MW, Fbl God", TopwlWq ad Sssdkq a Ikea 5pecifi,alorw. If tM Irw Is to W pore, - upper t- mot bo ramtrate h accardmce with 5.ctiarw 02649 . d owio - D2651. FIELD DENSITY TESTING. Unkw spwifi' ,Isi, rs, this Ca,trata shill provide fold dmaity lost. to verify that lM --ti- i of this styli- hove bens -t. MatsmIl Mvkg a padotim with Pas ten 30E ntdmd m tM 3/4' Nava will ill W o"W",odloo coax for o --tay d,sity testing oid twnef- -IM replaced wet, fkwr rrols,i oil re,onpate boa- mtntrq. Additi-1 fbW lets ro-ssaY, bsca,ss OF fill- of this Fist .st W -ply with std' d-ty rawiema,ls, Nall bo -Idol by Its, Cantata' d M odditknol coat lv this Ow,wr. TM field des-Ity de.,mtrotim will M made h --dace with Sladod Msthod OF Toothy Fo Demlty a Soil In -Place by - Send Core Method, ASTM DI554. (AASHTO TMI) N rods aaordvece 'th ASTM o wemg alas Mist n ., BORRw MATERIAL: View wtwrised by this Engksm, bo-ow mataicl still rot D292 o AASHTO T235. bo pl-d until all wit*W rn iol - bens ala,I,ed ad paced in the MATERIAL SPECIFICATIONS. This wctim Paton.. this p F-iar . lch th, anWlbnems, -coot whin SOH' Bo- or Gm -la Bo- Is cdl. f- m tM Ca,traW met comply with raaa'di, LM 9ority row ty, or Inderwl to M .Mood p1- or whin Grawla Br=Is mkll by this r For fo fill, baknit row emb,,Mt opodl-. smbokmm. o orwith Wl Fverood...xatk, ixoy anbatanro .. 71M WORK INCLUDED: TM Contrato shill «,wets W i o of dil h -th fsr s1-- " traradss, backflll wch alcwotiam ad ,Fes one lapedl es neca -, - flown m the CON,at D,-ags o - directed by the E,q,rm. GENERAL. TM tw,cMs " aha ,,,evil(- NMI bo a wffkc t width and deoh d oil pints W allow all PI., W bo told, johts to bo fommd and structures veil opprlanmt ca»tatbn to ,is Whit n Its, most thm.gh row Warkmmtka mwysr ". allow fa shoil oil shokq, PenWq " d,ai iN oil fa taro kv oil I-oploirs, Imavltdr,e i a lks. Trrodrs ad .pttwatkw shall bo d lot twelve kchss .kbr then the IaNde dkmemw,si a tM W, tiny - . cm.k,; Lw,chis novel not W urcwcea,aay wide so Is W mat Why Inc,-x loud on tM pips a oowltom backFlll. BSol—tr.aMs row shin a-,dl- shill bo c sill kq fr to lint and sha h H. 1-H to tM s Bof ,iP k, b-FMt Ito fHill bo co I- W a depth H. inches - d trade of pi Co, refill. W FrN ad beddW In lM s, -- bcddkg _of - ,.tall' m LM Cvedrat Pawn-. M lw,rwlI oval IH prmitled n pia, a Is each cowtralian Plow ,pi-ka.I artharirad wo tRi REN�ight -of- a rsq,ie m ,.c,fiW ,seder Swoon GISTS, work witlim stole Hglaay Right.-of-W.. E+c.oti- ej-1. W «i*LN uWopwM .-r- shdl bo iler by Fad w that fwr,ddi-, of ,,wares oil not M di,turbsd. GRANULAR PIPE BEDDING AND BACKFILL: WMra mfermca is mode W this malorwi sitter m tH, plow o with til `fi-tkns, it Nil Pees, a will Free Poem. fen from dsbrb, twee brachia, ve-,Kkn, povarv,t oil 'voila objatiw,obls materal. I NMI move lM pdatkn rvrylra,wnts For Fr - bockfill d.nrd . follows. ',,,,maps by Wel0ht5oyo-e Posh Sievss 5'e1. Design m Paxna Total Sonde Saw Persian 3' 100E --- 2-V1' 90% - t00% --- No. 4 r % - 100E 100% No. 100 --- 0 - 10% No, 200 --- O - 5% GRAVEL BORROkf. WMro r,Imacs is mods to this malarlot aids, m tM platy a within tM -if--, It sholl ,-, a m Wf reasa,obly froo fr- silt, tom,, clay o argveic ilia,- emtankq ro more tM1a, B% by wegK pmsiry ti. F200 ,kve. It still b, mfomlY Free " tM lo-N sew shall lid aessd 4' h oily dknawm. BAND: Sad .hall cawi.t a dens, hod d-bk trans, uniformly poem fr- dave W fb " shill bo f,ss F,an nju io s I-t. a silt, kam, clay, orgmic mat., o dMr I«rnful wWt-ol. It shill meat lM podolian r-yirm,a,ts fa sold dsfl.d - follow" P--tag, by W ,.t . - Dsiblil m t Total son 1/2' MOD No. 4 90% - ICO. No. 10 6O% - 9D% No. 40 20% - 40% No. 200 O% - 12% CRUSHED STONE C-.Md tt- o scr-sd ilnovel, -I-., poded from 3/4' to 1/4- ad a ldi,fatay ,slily shell ba funvshed W ,plea mwitoble mdrobl ,sidled allow pale, to bsd pips, to rsplaW southorlsW aon,otlon, od to W ,,soil ekswhsrs as .Mull m the Contest Drawkgs o- . rq,irod by tM E,piro"r. It .Hill bo class,, Nord, durable row free fran dust, Iwo, cloy o argmic mortar ad Shull .wen c-IsOl . plow. STONE FILL: TM C -- slit Ito .-tile diro'v,agsdiit= f-iN aoowti- with .taw fill n r W1,ly clove oalformity with lM did uarw N«w,, m th, plm o - ode,m by this Egksm. 9t- fill may dfo W -veil h this etobnliatkn of-bmkrnr,t, ad shall bs pl-e In - ooum thi— Is .how, m tM PI- n a manor that will rewlt . a r,.arldly -11 grdsd .-fa.. Cos ,M11 W token In tM plakq W wok diisyl." the wderlyks, molmid. This ,taros shill bop placed od di,ViWtW that there will bo m ik-ld.im. of .It- th, latlm a ,moil- hires a .tan,. Rsorms rna,t of till et- fill by had labor m mwhmi-I sgpip t, may M nq;irW W obtain the spclfwd results. When 't-Is fill ad Mi- bW,4kA - to W placed . pat a m r 1toHis mt, this _bo,b _� . alwrwlss OAt Itsd by th, Epp �,trvcnm a tM WHO, ,taw fill and filW bisHost i W M plaed Imdsr waW, rm l ,h, I M us' ,Hit will m '. ss,F g'Ol m " own tlat 1M _i,sd tNck.wt a praatiw malrowl will . obtoil Stave For .I- Nil shill W oow v hod bl-tod rock. This slow ,hill ba spina In shvaa od shill not Hive a o 011est di-sim .w then 1/5 a Its Iagest dharo.M. TM ,bow fill hill bo rs.-bly wall paled fr- t1hw -I... this rmotknsm .I. Haw sPil so . W form a --t mass when k, "Its. I) Type I: TM logs,t dknawim a this slow shill v V fran I koh W 12 ii ad a lot W -rant a lM wWms a th, slaw M pia- shill hors a Iwst d.naslon a 4 hcM.. b) TY. 2. TM bowel dint -Ion of - slaw ,MII very f,a 2 IncMs . Ni, kches ad It l..t W psamt a tHs III. a tM ,taw . plas shill hire a Is-t drrrwwn a 12 irclws. ,) Type 3, This Ian-N di,,- Im a is stow ,MII ,,rY Fran 3 IncMs . 45 dh. ad at Is-t W .rant a this volume a - st- h plas shill Faro a lot km-i- of 16 _hs.. d) Ty. 4. This to l dkr,v a th, ,taw NMI voy from 5 i-hrs . W hch"s row a Is-t 50 percent a the v ,s a this slow k, Pla- ,hill hove a least dhwrwion a W itches. RIPRAP: TM Cwrllrocta shill famish and plae ripe in reps-bly ,lox emformltY W this drrsroN-, Nevdivew veil a the laced- k,dicat' m - pi- in accardocs with tMos .peslfkdi- o - odsm d i tM ENirwer. TM obpss W b, Protscl. shill W p.,d ad Nvysd . tM line. kdkatW m Uw pl- o . dk lWd by tM E,gheer row iF h , fill ors,, shoe W canpactod Is W :.. do . All ,lops, Noll bo m ,tOkd IId pr tId W this had toes bicdW m th, pl- pia to tM plabq of Hp slant far dpp .loll bo appwW, rough, W,a,n Wary st-, . neat ratuqulo wctim . p'octiral. TM stones Nall bo Hied, wad, r to,t W the arm a Itat� ad wsdHil Ind wlt.bk k, s-y moisct fo - Prpaw r,tmdOd. This hdHid.l staves Noll hen a depth =1 W tM thko,sss a tM cares of r,prp. TM ,I-' camp.. n plow, .MII stet of N-. tat hors a - whine a 5 cubic Foot, -I.- oil w Is rot.. TM yoke Wlwom tM ,taws NMI W chksd with -or stows W pail., a MWWIY :smooth od w,ifom ,:sf-. Rip r, Nall gmrallY M placed fr- . Nevadan I' all. lM rive' hilt- s11I.Mion . this s Wri o Might pain. m this Cmrat Dr-N.. luit.111 PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VERMONT 05403 MOUNTAIN VIEW OFFICE PARK LOT 4 MRI ADDITION DRAWND ➢IlE °%oFp'Fa41, TECHNICAL SPECIFICATIONS ♦ ,I,EI ', "s p_....,ti , Saver __ Scald � N. I. Donald L Hardin lobo 7201 i L S JPK .g� d� Consultin I..cC .} : .n g fk N PK •.,A ��•:.. tc,[[, ecI,� Engineers, Inc. erg,„, AAs,�o1lf� s., ,t,` Dab JPK . fi¢si ShRe! C-4 01520 Water frwn Ire«Ms ad axcwdian shell be dispoxd of in wan a will PORK INCLUDED, Work in this section Pertoim to the Mtalbtion of all atom+ trey rat coax hjwY b wblk health nor te pubik a priwl< proprtYr nor te work wnpNtd > h proBrees, W aonfaa of Nghwws, nor oM hterfV a aIpe Ihm, noted a>, vetch t-ml, Iwrte and ap to:1 aby Work sell M m heun ad robed an LM C-traG Drnuirgs a m do«[d by the Erginer. id with vx d sane by CM public. No Nlty, bnckhh or -bid upter iron trenches ob acavatiw Neu M dloued to diwhrm dir«tly to a siren r raiwdrdr.ge TTPES OF PIPE The type Jape -h may b wad fa atom dram I " prnyhq the wbeeyant rurofF der. not create a -bid r•Itw m to he . S_eh kdrr and Mmlor Extrior Cwrvald Nigh Density PolydMkne Pipet wFra Po"^d avplkotion o-ealee a 4 likely to creole turbid strewn ramitiwr, the (HOPE) « an app,ne,I earal. Cantrator will M raylyd to .In the trach hrathad le to the an weer In a twnparary pfra� The model, water stop ghsk,t ad atdnlma Neal clanp meembly must beaof- by the Enaner error te the ImtolbtM d any pipe. d canstructltionon NmpaaY aedknenldo ion Pds w11, be Frit Filled with -I- lot ant thesite raatwd Wits original cwditian. SMOOTH INTERIOR AND ANNULAR CORRUGATED HwH DENSITY POLTETHTLENE PIPE: TWa adfkeion deso-lM 4- te winch (W W 1500 mm) Smooth intWa Extria Carv,gaed DerN[Y PdwtMlan (HOPE) Pipe a Silt otl Maud 01/itl ar Tight and Leak R•aistant bht fa ux in rwpre•wa grwitY Neu dr'a'xxpa L i,e ON [ONTROL apiveorro. WORK INCLUDED. The Contratr atoll vary cal he oFerabm in bah a manor to r 251: AASHTO nSfodard SpeclFlcation fa Corrugated PdwlMlar PiPe. 4' to 252,) give meyata protection to uwten apex• veal minimize wnfau rmlan. W(-0 Type 5. Pipe, b' Nitwn T mlaear day dir Mtka W Reseed an the Rojal, the Cadrata Melt At) . 12 r129/. 9tadrd 9pecifkal'en fa Grugoted Polyethyhrr 11' to (300 te 1200 mm), Type S. wbnit b theErgMer fa «ceptanca, [heConlrocla'f or,poxd methods re Bahian con Vol ad Tirean proleclron. No wait shall M ola'ted an rem which re Wghly A : Standard $pwifkaian Fa Corrvp4ad Po1wIM1Ybm Pye, 54' to uptible W enmian, as InI M the Eplhoer, «within ahLN drakxpa tan ('H and w" (1350 veal I500 mm), Type 5. . ASTM 02321: Stadad Ratite For Udrgrome Instollati- d ThcrtnoPlmtic Pipe Far Seca- ad Other' GwItY-Flow Amlicatlan•. hansh m[il the artleda of anion control, W b employed an[M prefer, Iwo be„ avprwd by the Eminsen. r ASTM 03350: Stado-d Spaifkatbn for PNWLMIana Pimldc Pim ad Fitthgf TM Ergvrhr hen the mldorNy to IMit the wrfpu oree of wmibN earth nwterbl Mataiols. r ASTM F477. 9tadad 5pwafirdian (a Dmtorrrkca Seal. (GmIUN) farJoInbq apo-d by acwalion, borrow veal 1111 apratiwe oil b dir«t the rantrair b i pyyda krrnadiot. enmian emtnl rrnearee to pravant eantanie[m d adjasd pi. elrwns a dlw weer rmraef ad arum d water knpwdnl-L T1ex memurm r Pipe and Fitting mdterid shill be high-d-aity polvetMNne rrleeliq ASTM D3350 TMII MIWe but nob M IMitd to, •tar cock dons, hay bales (or mules ad d b the eapoaura minMvm Pell caoxl(Imtbn 924420C for 4- tMaph 10-inch dlanethn a 995410C fa 12-though w-Mh diandas. En neer. d aMntgcav� d daalrabla � praticpl by the Engineer. The unconplatd vet .tom• oil amb-km-N W the •Irmenta •MN M m >Mrt m r Pim mmuratud for tWa epwi/icotkn Noll comply with the rayirwrrds fr vet rnethodT, dinaciwr, ad .rrkvN hand inAASHTO M252, AA5HT0 n294 pectical. Saedim, mukMq, hNdbtbn of the r doer l + v with d>Wad Ir.wnant Mwla M idtNNnad cwcara.tN wit e prwptly h the der rwak. adya ee airs• a ape an npniM Mide d'xmsters. The pelf a TM Cadr¢la will b reyird to te Penn I. cwdra (edwa. Pim aim TMII M ro lox than 99% a romMi MWa diamlar ad how a mbdmvrrt ahe I e no le. r d 10.0 fat layirI ti., - d! n hW the Reject at the wlieet pr¢tiwl tint m wtlInd in hid auptd wMdula. • For 4- te q-tee (IWh 100 b 250 men) dianetM, the am -Rated•MII b areoth If ad veto aaWiU-• dawla that will wapme carotrvclM oprelons Fa any interior ad Amulr Exterir Carr,Q tad High DereltY Pol»tMlar. (HOPE) Pim yprwbbl. I.Nth a Low, the exm kn ad wnb-brnmt rrm aMN M afyysd h 1 CM regro-keh d AA5HT0 Mxi Tym S. r Fr 11-WAD- inch (300 te 12CGn•n) diarrtrT, the pipe wpelitl NMI ~ For h a rw.w the therwWf a telae Pew b be in•d cad dlwrttl to point, wore Ismt amian atoll recall. SIOPe traM slMl b Mldld m aeon m mmlbN anmth Yrla.ior and Moir ExtaNr CmvgoNd Nigh DenetlY Polythylar (HOPE) Pim meetirp [M rvyirar.ante d MSNTO nA1-9T, Tym 5. r Fr 54- te wan tech (1950 te FhO diadem, the pim wplld Nell M W aeei.t h crrvirg toe nnd(. If lheea prev-idiom memvre• •hooW fall cad - mpr•cioble -vent of mals�ia M01re W rod• inW a river, >trenn r impw.drrwd, theco.mata still at brxrcdid•IY to core<L cad p'awnt frtMr rmbn. tin In 1, t and Amubr Extena CorrµpW Hqh yP. 5, PolyatMlwr (HOPE) Co, Pim maldrq t~ raylremente a AASHTO MP]-9], TyPe S Ermbn control msa•vree atoll b contbwsd mtll the mrmarnt draInaBe failitke r Mankq'" 'n' calm fa vx h dasial algll rot b I•x tin- 0.010. Yew bete. carrtrald ob until oaf+ an .sedstl •tom• a epwMlY Inatolld •FrvbbcY b mtadlWd wiflcientlY to b an •ifaalw 4twent alpMl coNan. FITTINGS: FittiN andl redone W AA9HT0 MTi1, M?fl a fIPT-9f. fabrkattl Fltthm shell b urlded an the :.tar:r ad -ir at al jwrtbr. ante- aher„dee aPorerd h uNtiq, rnaanad-a eyipnent Nell ant M opaMd h live atread except m may b rayk•d vrotrat In ebeal ad JOINTS Pipe atoll b ja^+d with ball-ad-wlWt Joint• mMirq AA5HT0 M252, n194 or nP7-97. Jdnte atoll provide silt tight and kfA rnietant Joint. pwrwrant a twnprwy ebecWree. River•, alran> ad knpamdnl-ter shell, m I, k, cacti- will allau, M cl•rtl of all fax work, pilirq ant dabrls cared d Pim Joints eM11 k! a amket the «el,all entf a ASTM F477 to by L~ conswctian opanlions. leal, na tkrr' fern it ldaM ad oak ASHT ,t t nrard S JcIMT atoll add the toll tight Joint per(mnava o-itrb d AA5NT0 Standard SPecifkdbr !or NglawY• BrWgm, DNIaM The Cw4«tor shell perform all d the atom. order ad rater control II, Sae[bn x, ifkdbro ad dstdb Never on theCwdrat DnowbN Mlmiq MteI1dM, artcs ad remowl d twnpaay daps ad inlet prolecUan. cord wwith....-rr-a mwdHa ♦ Gmkees shell Ina totalled by the pim nrefaturer ad heb. arm W drone tgmkee is frm From debr r A ' ' t 1 b'-.... rr.- ....-..r•.-..r_ -w.n w ..w .....w ,..-s.. ,...r ...rr ,an dmkq ma -.boy r 5rreoth Int mt , d Ay Han E, ins,. Cwrwgaad HOPE Pim shall M 5uro-Lok wedk m mwfbe It Hvcr, Inc, r a peonapproved eore All IIIto far • producN nwM M wbmitttl te the Erpirr taro waeb before bW data fa Cortlrala avprwal. 1. Ration InftalkRkn atoll be In occordaoe with ASTM D2321 with the aceptlan the h traFkktl ram shall b car feet (0.3 m) Fa 4' - b' am cad ID•(0.5 m) Fa 54' ad w' piPe • BackFlll the ape with rtMrW marina CM rsyo--rile a Asrn D2321 Clam I, II w III wbjwl to the rted tithe F+IB+rnn. retard l a~II ~ pored in N. W twelve irch li(N cpnpoctd b a minimwn 95i Ttwerd pratar a w deflptetl by lM Erp:Iaer. Tro eh width should Ina wide aavgh W vlae and oompr¢t b«kfill me" the -CM TM travh width ,MII be mteide dlanr[arf14" Fa pim elm 12' W 30" cad outddn daanater.3G' Fr aPe Tim 36' to W. LAYING PIPE $tarry drair cad velvertt.• Nal"Il be cwrtratl trec lan a h beta- pepatl ant bedded m shwas al h, Droviroa. E«h pipe prior NMI ~ checkd jval prr te la,," mere -Cmtr¢t that It b cow d all dirt ad debrh and Nell M IaW trw to a te Id firma m Indicated the DrauigT. All joint. Nall b tight and I_fhell be conthuan. When pim IT to b laid withn the 9to4 HgNuw RqM-aF-taw it shell alp M Mtalld In occardmu with regrirwn-lT a/ 5«Uon cal d the Vermad Highway Depwtmad Sp«i(icotiww. Can >hal b aF-Wanal when mba,, am fray daliwry trvck, cad rrwviq ape to Its final poNldan. When danngtl pipe N roJKltl by the Ergkwr, Pew pim Mall b fumi>Yad by the Cantratr a the Conbata'• •xpwee. Where aistirq pim la W be retained or re-laWd M ait carneb donmeI due W the fall of the Genlfalr, it •till M ralatl with Pew vim a the CardratarL ap-x. PIPE BEDDING: Pryer , it eh al»ll M m wsct h h pPe lor,& 012fi5 a tlrr Spaciflcotaoro. RniKa+cd cartrrete cad awhplt reeled carwaalbd mild aPo NMI b bedded fray the trash bittern, 4' blow, the hurt at the pim, a the Drip Ito IF the plot with •end d aaelan Pie baddhg tl nn, I' of the Canirtxt Drawings. Plmtic pipe o~II b bedded Frwn the trech belles, 6" Mbw the Irl of the the detpeald h" lM Central Orau f the pipe with abw• L~ ale bed sM�11 M wltoble acwaNd malrbl fra d rtwrb toga Ilan 3' ad MMI b pl¢a, sd occardirp to 5ectian 01IL5 a ldraa smciikeims. MANHOLES, CATCH BASINS AND OTHER APPURTENANCES, WMre Micatd an the pions, theContr«tor atoll Nmieh One Mlall m-ham wN,h meat the rots IF Section 03401 ofwpbc theSiFkatiwr. The Canlr«tor sherxM.1, ll alp fh oral hmtell -Lain MsM, era Imkotd -theplan, which rural thereyhwrods a 9wtim ei All mmbN a catch burin f4 aW ad dhr m'acelf lamw�mkefd Nrll beFumiaMd and Midbd in awmwdace wIN Section 0555o d lima sPecirrmuar. HEADWALLS. The C-trata +hall <alanale Irad:wplla d t~ ladlarm aFroun d in reaeaeay claw confaml[y with CM IMe, Pma+ oil dkrrroiwr chewy - tM Lanlrat Draukga a m rdand by LM Figheer. Headwalls shell beellMr abpe«ifical�ey N�wctbni` bunt m�1e Contra[ Orauad -ertagl end -alien a shell Ir carrervcled d arrrcN, all urcrate utillud •Ynall meet t~ rbykemente fr Coma B carets m par Swtion Od300 d LMe 5pwifimtiwr. WORK INCLUDED: The urorte ircwdee all work neceseay ta provide a elable won Fa Mtelbeian d PiPN oil atrvcturm oil rertirq the work iron dorrega cowed! ,-d by war. The C-tr«tor Nl ald We axpene rwrrva bypumPirq, drdnlrq, Milbq a othewi-, any water wWcn Pew accwnvloN a M (odd W trench and other aro made all LWa conlr«e, ad roll roan all p-p wslb, swnmr dame, (Iwrra, a otter parka rrces+ay to keep trercM ad ahr excavatre ,Mksly cbr a wetter wNN ape lire• oil etrvcturw ad [Mi fpxdatiam re biq built. Newiv sleds nweaTy NMI b protected tram daroge rewltkq from dewdlriq urork, by wee a canons, ter paver, or by such other wfFlCNm nt atbds m Pew b approval M lM Ggirr. TMwdraaw Cshell atal timw e•, oe wf(iciad panpirq mo<hhrY so that atraturee will M built In lM try. Exrara[ian oil trench .Troll M dewatwed where -a- M uw d .lwa droll, ape rsrde::d-o'ru, a oe wed wall polite. Pim wad fa :nderdrpIns •EMI M a amle Nm to deueter Trench fa proper trai.ga darirq cwv>tr«lion wrk. Pipe >MII M corrugaed metal, NDPE, PVC, m eraiefter apwifled. Maas to M excovdad and trancM> atoll b acavatad to w,cn men.iael every m reykd to lay wdnrenh h a Ind or cban erwel a broken elvers. If a well peal a»tan is use fa slot, irq acorn urea polite MvN M b ad env- W a depth N [IareuaM1lV dawatar lM wnebvctbn arcs. All deuderlrq, regardNas a meth-, ,hall M o:canpllaMd w that -eyes Makq c ity of the eel ie -bed to allow stable support of ape IMe, atrvctwee, ad fwrdatbns. R-wal of viwpl rwnkq water in the trech without prwialon of stable Wtlwn waver far piping or strvcWres aloe ant conNiWto mayote dewat ae:mtarlm. The Cmtrato- Nall fumaMr, Mlall ad naintah, all drdrege systems cad punphg hyipmed nacb>eay to kea Pmd veer bawl d an elevatim tow arovah e> that ro strucWrm te b Wilt redr Chia C-trat >MII more. TM Conb'ator ahaN veal mix aMtenent etratonee rwnd all poem or m«himry the must run dtr working Incas. These eLraWrcs must provide magyota ward d»oralan W prevent diatonbace a he wblic. -- F IRON WATERLIME AND RE' AT- CONSTRUCTION 01555 WORK INCLUDED: T~ Con Vector fholl fwnish, Mldl vb Nsl all outer maM ad mprlwvr w Mkaed 'n the Cmlract Oraukgs ad 9pacirimtima. MATERIALS: PIPes fa all urotarlims shell be ductile bon am of the thicknem alma d ekinaHd an the plan. The mbdmum acceptable twckrrfe ere Nell be the thickness Clam dmlaetd an the Alms. All ductile Iran ere shall b centrifugally t in molds and shell ranter- te the Idmt nvisl- of ANSI 9lmdrA Ifor, 1.(AWHAan C151) wd ANSI Stadae a Fit (AWWA C111), 51 Rubber Gmkd Johte for O) Iran and D¢UN Iron Pne•wra Pipe fittkgf and ANSI 9todrd A21.10 (AHGaA CIIO) Gay -Iran and DocUN Mon Fittkgs 9 inch throto 45 Mh d Walr cad Other Lkylds. All Jrcldte Iran pim MMI Ina canrnt INrd ad shell cardam W AN51 Standard A31.4 (AWWA CI04), Conant-rlorto- LInirq Fa Daelle Iran Pipe oil Gray Iran Piper and Fillip• fro water. All pipe jobli atoll M the cash -an typo, avert fa jolnte at fitting, cad wlvae m wlJch NMI b ecllaankol joint, er rota ledherwim an the a-. All fittings MMI hew body tldckmaa cad radii a conwbrn canformiq te ANSI Stwxl¢d A1tq cad anon 11. fltal conform to 5atbte II-2 tMygh II-5 cad II-] tHagh II-D d ANSI N51 A21.11. TM electrkal candativitY of the pi,b,, ad attached sarvkas shell be mainWined at all Jalnt• tMpph LM um a tow brow wedge• a bah Joint - with plin, an strap.. TM slsctrkd cwductivltY a lM piPeIM acrue al coupligs, valves, ad fHlha• steal M rrdntained tYYovah the ors a rwduction •tram. W couplings ahail b mode a terry Pent an lM amlM r aft nod •arrives wRhwA icamordi'g prnhbn• to rnatntaln •Iwtrkd rArducudtr. Mph -Iwo Joint, datlN Iran plan atoll M thetMckn Cosa deslaebbd on the plot, o'd atoll b Mtalld w~ro apwiNtl -theplans, nkchankal Joint dFitt Iron pips shell conform to the SmclFkatbm far ductile Iran pipe, c fro iiturp+ o.hkhIrra shall ~ mwhankal joint with body thickdaf and it t of curvoture frmiq to AN91 A21.10 ad mwllmiwl Jolla wNch atoll b h awrd with Swtbr 11-2 tMwgM 11-6 d ANSI A31.11. All pim and Fitt" .Ylall M mawFae wed by U.S. PIPe and Foundry, Co., Claw or an pprovad carol. INSPECTION AND TESTING OF MATERIALS All cent iron pim cad Fittlnge .hall b MPocttl cad t AWI'dW in a ifketca with lM mawfatwr'..mcllhfarr cad the afaarr-tiorrFr AHGNA nnorwFrelone, at Cant,l. F e be fwmbh ,r lwith , catif.t- Ron ape nrwfaturen the all Nate Iona than primed with w1lTialary rewlte. Pipe •hall rot M totalled wllhwA l/r Egirer'• tpprotal. NANDLING: PIPor rittirwI, veal auswrNe sell M co efu11Y MMId to odd darn2e. Prior to the date or auptace of the project work by the Ourrer, thecketiN AlR .MII r Plats ay Pim r aceeeory hand to b def The d any time, irolming aftr It b been Mlalltl, a ro apenee W the Pr,rrr. The Contr¢taL attention b rdltl to the Feet that the umanl IYliq d the ape it yHa brittle sal eecid eh�ldroe "led o baker h that thg. All rdthg eel b ever wl[h a macWm -1,wMl caters a kdwe adapted b the wrpo- -a,m dMwlw avprovd. Al. vet ere+ atoll b aanhd fro powlbN cracks couaed by cvetkq. All am showirl, eraekb IWL be rojactd. If crak. aeon In the ape, the Cantralar may, d Ws apes• ad with the Pprwat of the Engineer, cut of the a¢kd wUorro a a point a lamN t Lww inch iram the viNae Mit• d the o-ack cad vex W ,awe pectin d the ape. All pipe and Fitt". atoll b clod d all Foraiar mutter oil debrh prier to hetellatian and fell beint ale- mtil the [irt+s a auaptace M the Purr. LAYING PIPE: Pipe Nell b bid upon o trench baleen oil Ind prapaa0 m MI<atl an the Cantrat P'awkN m +mciFNd In tW. a«tbn. Eah am TMII b Md we W Ito cad Pods cad w bW m W tam a tight Joint with rut tljpiniq pip,. All irlalblim a pram .MII b dons in rcardove with AWWA Slodad C600. At all tiara when piPe byitg Is rat oetwllY in pore-, theopal ode of the pie .MII b cleeed by tamper"' watrlgK pirq. or by It- appr.-d menu. If water b h the trench when work is rawnrd, the Plva .hall rot b ramwsd ant° all doper d water enleriq the ape M Pa - There atoll M a mh'v.wn a Nx feet of cwc on all des sal FILM e. T~ pIPe NMI M Any MIn travM joint. a the Ito Pack .ron on ldr CmVat Orawxgs. My dhflwtbn .MII it b wfvn [M IMita eeaifitl by CM mawfalmr. All plpkq cad apnlanances carrcttl b eylpnad shell b wppated w the ro slyly will M Mpoed an LM ayiPmant. (IF theeylpment mawfatrer'r amclFkalam idicae that pipe loads ac rot b M Iranhferrd, LM Cantractw' atoll wbnit artifkalan a carnplkrlr ). TIruM ask, a properly MtdNd tb rma ahMl b Mtalld -all plug, leas, cad bonds earl«tiq u-ly4• a more. awe teen b car- W eras trot canwate cam nil come h contact with flarD Jante or bolts. T~ raoned arch of Uvvet blanks ere Micated an Le Cadrat Drawlrga a shell bem aprwed by the BaBineer. In ImtoYes when the van of different typos a ems royi-. joining, the LwdraLor atoll fumi•h ad Mbll all necemary adoplrs. AN Irmchkq adalY .fordarda shall M h ranfrnmce wild. Dry aplicobN State o'd Ftlmral a,IdelMs. No walkup on a whrkkq over pipe• dtr they are bid soot ere mw b neua•o-y n mP l 1phte, In plakq <r M ere h dlepth q b12 kel nwtrbl will M mnnat[d mtll aP++ ere bakfllltl m aPe<IFitl to a depth d 11 Into. PIPE BEDDING AND BACKFILL Pim bedding ad b¢kFill fa all wotarlira Nell M m indicated in Section 021G5. Pipeline •Yell M laid on a orewd Ind of 4" of -I and •and an M Carl[r¢td� Irgs, d! far MPlft analM Placed �mcwn. W oWs e�Nq rfdiei �attl LM Pipe ed in -ion 22&S.Ba:kFill with accorded motenial containing slam• ro Irg. than 3' shell then b platl ad ronpald in G' lift. b 14' war the pipe noun. were cationwface, 'h-eau cweitkn. warant resod bddiq a ca.ryabw s(faM, the Ergirar aYMI make o field dslamkalian m b whelly the bm'vq nyiradnte can n r 6s a. II preen! atoll vx lM erodes n -d- in bolt wall- and Scabhe Owner far pri<kq o+d any awima raeatim From rducd bedding s~II acrva to the Punter. FIELD TESTING Except m othrwwix dinctd, all aPe Ito• •Moil M tooted. Pipe linen laid In g ian a bedded In cwvreta ad on, apostl plpbq shell be tmlod prior te flaw painting. The C-iota, shall fwnieh all gouges, NNvp plugs, cap• a+d all dour mcesaa eylanent ad tabor W perform leakage aW peavey N.ts h xctbn> of an o cad lamth. E¢h calve a«lion a a maMwn of one thwwd feet a plan oblI be -too All rr,dter rprkd for NNia Nell be pdable. All tmtiq +till ~ urductd In LLr preserve of the Erghear. The Conlrator shall make the noeo ay or 4N to ten the piped the high point W at. all air wW .hall plug sanr after cwnpletiq the tent. Hydrat. or blawdrf boated at hqh point• may ~ vetl far air nleew in It.. a tep> if approved by the EnOimer. The praawro W.Nakoge taste shell b arc- m a canbMd N.t which atoll b for a dondian a taro bars at at t e weA wrdha praswro a 2O0 Pei, wWchevr h Peers, In the lien a lM barest alavotbn. Leakage NMI b defMd m the yantltV a war that moat ~ wpplbd Into the -ly lad ape te alnri-d b lth Ndcape tent p'eawn ter the phen been, e ad t filled the err fen been apelld. No Inatolldlan caul Ins aupttl the Na If the Is grwr Lbt Gtercnirod by than y the fonnubr 193,200 tested, LD ah011H�nanko E gnats d t~ pm Irohas aP 11>H' waa0a NM preswn in pourde Per ayara inch gape. Shwld wry -alien a pim fall either the prenone a leekoge to- the C pil,I, frail do svJoint. a nemmay to lade ad repay ar roplaa the dafatiw pim, Nllips r J•hls d ro expew W the Owner. If fa an, rodeen, the E eeler sfwb her the Fa'e iti n the m, tre CwWecta .MII randy reeparibte Fa LM LgM1trr•f d the Ito witWn LM alaova reyirament•. DISINFECTION, Chlorination a the water main shall b eardvotad only after the main hen be- wtbfalrNy Need ad fluaMd ad a cow atrean b able' A m delamhed by the Emlrr.r. The Cadrdctor NMI fwvdeh all bba, aylorrd, rvMsids vd-1..rcmay to dlsInfwt the Pim oil apprlerrceT In aca'dava wiN AWWA 9b,drd fa deinf«tlrth Waten MOM C651 lolml he TM ranthvws fad rnetivd still M pafamW realer thewmr'4rlan of the hnglrl+r. The diefl-i,ean prccaaa +MII M bsmtl acceptable f alter .apple. of inalen From eM Health d bank toe men ah 1 ti , by d bap-d! ilo cordanYlaLlm bend - Natth DsPrG.rrit teetirq or tmei.q by oM.hra tarwed lab. VALVES All wives fa warlMa •MII meat LM regykemeMs a 5edian 5100. NYDRANT9MI hydrant• •hat sent thereyo-mrnts d Swtlan 15109. PIPE INSULATION: In trees where than is kwfficient cover (i.e. lees than five and ere half feet) der to -u,r aPe•, st<. m Indicated an the Can— Dmwlrgs, all amr Nltha•, W. shell ~Molded. TM hwlaLion •hall b a atMd pelntyrar and hoe a mitirr.sn llrckrrss d 2 irch ad MMI 1h Mbibd h atrht cwnpliave with lrrm rmwfaclwrh dkwlkd. The hfrrbUan atoll b Styrda-i SI'1, and shall mM, LM cwr¢amare atrwglh reyirartenta d ASTM 1>411-T3 oil •hall M m mwwfalrtl M Dare Clrniml Cwnpany, Midbd, Michpar. RECONNECTION OF 5ERVICEE All services te the Una oat- men shell M ttl b [M Pew men with pim d agwl alzs, a and shell M prwiNd with a corpardian stop r wow m avpllcoble. Od556 FOR FMA N uN Rfl eT D nu TRIIrTIr]IJ WORK INCLUDEDr The Contralor fell fwnleh, -.1 ere tat ell water mains ad wpurt•rrcee m Mkad h CM Contract Draukga and 9pwificatbro. MATERIALS: Pipe Th carylkN fa all fat h, Nell M PVC 11 the prea>wa Cbs W. All ape halal mast the rsyir,nads of ASTM D2241 r AASHTO FL150 ee�tian 6.1.2 'PdY VFryI Chloride (PVC) Plmtk Pim (SDR-PR)' theW-Bell Stado-d lMl-19-1-72, oral AWWA Stallard C900. The am atoll b mwfatond frwn Clm• 1iIO p,i a 12454-B cwhall r, with a hydro -Vatic denier oil basil rdiq of 4, 000 psi 1p Tehatl a NMI conform b ASTM DITBA compwxd a 1w;uk kM. All plea a~II M mawimtwd with veletas dlwn<lam eg:al W tbas a d«Ub k- ape. All ape and o.Wi a hall be the Pros-- type oekq elmtomrk gaeket. except Fa Joint. at Nttigr and valor wW h NMI be mechanical J.- bht• ehall meet Mr prramaw rpwremwd• epwiFid In ASTM D3139. INSPECTION AND TESTING OF MATERIALS: All PVC pipe ad iilUrga TMII ~ irectd vb Meted In IW. OF MATERIALS. ther All PVCrer'+ w«iFicdiwr ad t~ davdntiawd AWWA Smciflaatbm. TM Cwdrafar NMI famish fa owowl, urtificdM fray am nrwfaturr that all N•t• Mw Ira- Perfomxd with wthiatry ravel[•. Pipe MMI not ~ toroidal udlMa the Ergirr`• appwal. NANDLINGr The Contr¢tor roll b re•panslbN fa all merbl FumbM by Nan ad r~II replas d hi• can expmre all wan malerlal (card darragad a daf«Live In anufaturo. Tore TMII elude the (vmlThing a all nMerbl ad lobo rayirad fa the nplrc-pant d Mtalld mderid diecoverd aia b the FMI areptonce d oak. The Cadr¢ta atoll brave-slWe for lM tale •forage d matrbl -UI It M brr Maryweted in [M camplattl projwt. AllAll am ad fittirN shMl ~ cleared of all foreign matter ant dabriT prig W pPean ad •MII M kept clam mtil Lll orestinne,of aawlance M the Prl EATING PIPE Pim Moll ~Idd upon a bravo bottan ad Intl prapoad m Mlcalad an theline DrawiN ad m apwi(hd in the got Jai E«h am shill M Idd ors b Ito vd Pads ad w bid m W tam a UaM Joint with rut mJdn'rq piPe. All Mlalldim d pim •hall bear In xcrdaca with UNI-B-3-T7. A[ all Lbne• when am laving i• not atualY In p'wea•, the opal ads a the vim Moll be abed by temporary watertight plugf or by other ope, memo. If water the tram whir is reward, the plug Nall not b r-wtl mtil all dear d water aderhN the pipe hen posed. Tire shall be a men a fide fed-N. MM of rarer an at Pipee cad fitt". The ere Mall M Mtalld In tra,he. cad at the line ad Pole sloes an the C-trot DrvulrN. My deflecu- d Jolydr s~u ~ witnln the IkMt. •pecirld by the manvfatwer. All pipbq ad avpnlwancee cornecltl W wipmmt shell ~ wppatd w trot ro also will ~ improved an lM aylpmwd. (If LM ayipment nrwfatrr'f amcifAny de Mkds that ape loud• ere rot th b t Hhal tithe Cadrector •loll submit cartliicatian a canrplimca). Thval Week, shell M MLa1W an all plugs, tees, cad bade dell«tip Il 1/4( or Can •MII M taken to -sure that urcrate will rob rod in ' et with flagea, joints a bolts. TM reyo-ed ores of roust bl«k, are Macbte0 -the Central Drauhga a shell b m apprwd by the Erglner. In imtocae where theu- of daffenent tyros d plPe blk. a Janine, the Gear«tor atoll fnrnieh oil Mlall all nwmeay mavlen. All trenching fdatY Tbadarda Moll M h conrarrrva with any grylicable State cad Federal aaWNlma. PIPE BEDDING AND BACKFILL: Pim bedding oil backfill for all frcemaM ato Mi.hall b m catad 5«l in l- 02145. PIPeM beI•hall laid a paved Ind d 6' of •old Pular anPipe b. EA -1 mjustod fa raver dianlmern t e Bae. Sad a a'mvlr ere bddiq, m Micatd -theContr«t Draoige, still then M abase a compacted W L' move lM o-oun a the am. Bockfill with am.M•d marbl cadm'rq stones ro IanOr than 3' .till then M placed card ronPacNd in 6' lift. W 24' veer to ape o-aun. Where cab-wrfaa, h-plat ewditime wrront read whether theMCaiq ra fort, ant a cowl a ra rail r All prof«tafshall sae LM to Traded wtlM In there ectian and Swtbn 02x5 !or pricing ad ony swinge rawllkq frwn reduce bemiq shell acvre te LM Owner. FIELD TESTING: Erupt m efmuix diratd, all Pipeline, NMI be rated. PiPolkrs bW In acwallon r bedde4 h carcrete shall M to>[d p# b bakfillbq a LM pbebq d ewrste ere wry axmad apirq s~II ~ rental rkr W field pehtirq. The Cantrater NMI famish all gmma, leetN plans, cavr ere all eMr m<aewy eyipnent and labor W Perform leakage ad prmwa teal, h xctiona of an approved taNh. Edeh versa section oroIF err o .I nn theuaud rat a ape NMI ~ lm[d. All weer reyitl fa tmebq •MII b polabb. All tmtiq atoll b cmducttl ll the presacn err theP giro. TM Cantrator atoll make the n«mwv p-ovisiane te tap the pip et the Weh pent W -Isms all air and .hall plug ,ant aftr complelbp the to>t. Hydrants a bbwofh loath at high mints Pew M uaW for air roleme in law of We if avprwd W the Erreirer. The pnaaun one leakam teats shell M prfwmed m a umbird tat roach atoll M For a dratian n two hlI, a 150% a normal operdip prmbire h at lined [he IoweN elevatian. Leakage atoll M define m theymtity of weer that moat b walled into the newly lob aPo to maintain the lakeal reef prill otter the pipe Iua been filled and the o'n Ian been ezPolld. No Installation will M acepld if the I-k ere b Pala' Um that dsierrnMd by t~ imdla: SD (P)^S 133,200 WMre L Ie alwwable leakage in all -a pen bur, 5 I> the Nngth of pipe Ming leered, D la LM nwrrMl dlanxtor a the plpe in Inch, and P I• the average tut prmwre h pwMe per a9,ars irch cape. ShwW anY •cation d Pie fail LM leakage Nat, the C-Iralor shall do evaryth'rp mces•o-y W laote oe raoir a rep«e the dal«rive pipe, Fi[lkgs a joint.d ro a.pwrx to the Dueler. IF is Dry roam, [M ErgMar .hwW alter [M foregoiq rofittin e, theC-Crate fhdl randy rmpaYNbla fa to lgntneaa a the Ito within the above reyirenerta. DISINFECTION. ChlairMim of the wear moo sMl b ewrdueetl anly dIr the main hen baby aeiNatoily tesltl ad flwM oil a clean ftrean b dlained m datan.rrd M to Engineer. VALVES: MI wow, for facamdm shall mat LM rcapirmm-ter of Sactl- 151W. PIPE INSULATION In rem where there is Inwffi<ient rover (i.a leas than fl MY w ad feet) den W sever pipet, eto. +MII be Inwlatd. The heulatian shell b of axtraded PoI»tyrenn oe Iere . miwnmt lNekrras of 2 inch and Nral M Mtalld S ,�ff ccmplbve with the t the ur-'s dinctro T~ hwldM anal M 5lyrdoan 5M, ad atoll nrat the canpra»I» alrwpth reryiremwrts d ASTM 01621 and +en b m mcnvf«toad by Dow cnemlcol Cwmarr, sidled, nicWgan. 02560 a,.'R PIPE LINES AND REI-ATE WORK INCLUDED: The Cmtrator atoll rumish and Install all pima, fi[tinm ad der matLUD ; They ran the M[dkdian d Pwins all ll fame -alto, ad all appvrtarant <wrtrvetim rolatd tlr'<to halmIna eMrrye, fervke wnrcliar, tlrwt blacks cad am skald itwns m irdimfed an sins Control P'au'eps ad a epwifrd hrah. The work atoll alp iclme tmtirq ant plackq the s»teen hW >athfatary operdion. TTPEmS OF PIPE Type, of pPe which shall M vxd fa the vriws rote d work era follpPI e) Gwity Seu,an MMI be, PVC calla wall pim -earl- ASTM 5p«ifrwtiam D3pd4 a F479 or an wP d royal. PVC SEWER PIPE: PVC ,ewer ple atoll conform In all rareetf to the lated rnbion a ASTM Sp«Ificoldon D3034, or F679, Typo PS" POI»IWI Chloride (PVC) 5ewar Pipe and Filtiga, SDR 35. Wall tHcNlees a all PVC ape shall moat ASTM Spvcifkaians far SDR 35 pipe. All pIPo ad Fittbga •hell le, r L, mksd m rabwa: Mawfat Nam atl Tradwnrk. Pi, Namkal Pim 91e Material Di, PSlan 12PVC Dee tin ASTHMR D Sol PVC or F4795ewr PIPo' a 'PS 41 PVC 5awcr Pip' Joants Mall b p lh-an tym ,,IN almtorrrk gmkete, ad ,hall canfarn te ASTM D4211. The gmkst+ sMl b iatwy hatalitl. The am hell M to - in nominal 13 foot lapeM. Sdfkienl nernber• d tort IarplYr ad fvllY mawrled fitlbpr sell b prwidd fa um at mmhoNf, cwmne», and cIted, one. All caxr tlk will rayon to u- of mawfaWrd fitting•; field Fatrlced, etldla type carrectl-> will not M c-aldrd acapWDN. A, ape or flttiq hwbq d weclt, err other Gf-t, or wwch hall -.- a eaves b- shall be nuked -JaNd oral snored d ova horn the work I. All flaw vet, era W be made at 90' W the ape c-IrIM. The castrate fell M.1 the vet and to the cane aple m the fatay bvel, r all interior byre, -seam ad pl«e a harrIN Perk an the plan before meanblbq. The pipe MtdNd order tW. specificdion •MII b -I- - that the Initial MNcti-, rmmwd m dawrlb>d Mlou, >Iell M Nan tom Drfbclbn teste •hall be performed on all FIaIbN plPe dten the fkel bakNll htm betel r pbce fa d leant 30 der•. T~ deaSt a tent .hat lo ran u.kq a rigid ball m maerel ilini,havIN a oee .hall ergral to 95% a the hides dlat elr of l p ,e No mahmiwl wlliq daicee +MII b vatl dwbq the da(IwLim casts. All pipe rot meetkq the deft«rim Net WII b re-s.cavdd oil The aroplatl a the Cadzector's aPen-. TrdeN water >lap BO>kd ad Itlielem Mal clasp ed a Y mot b avprwd M LM Engineer rbr te to haWbUm a oN pilot. The Conlrator will wtmil certification that the materials a cwrotratian hove ben •onPld, N•ttl, haecttl ere moral all the reyirrrwde Inlvdbq wall thicken.• In acadova with ASTM D3034 a ASTM F679 fa all pipe and iittvqs te b included in theprojwt oak. PVC am eel not M Midltl when to tanpaMvra drops Blau 32F a gam above 100'F. tra uld weather, the flaldlilV Pb Meat rrIN 1a d PVC ape I. raered. E.w Per. I. r.yo-tl when Irwdlirg we am erlrq old w,.athr. LAYING PIPE: Pipe sell M IaW upon a trerch bottom and bed "ve ad ae IMkdd an the CanVat Drawings m emcified h the• xctbn. All am >hat M <refvlly 'Nance Just Mien laying. Eah ape .toll be bid tree te Ito and firms - law m b from o tight joint with vet tljoiniq ape ad W briq hurt. wntbaou+. Were the plain regi,re Ter Nce cayrction•, T-brave. with G ireh hare .till M Irotelld in the seu.w men. FNxlbb Pipe gmketa a -a rayird m pen tW xcl'en. ~ lualkh n th a working aver apes afar they re bid except m may b rrran al n ntacYrg lohte, In plalrq o-mlee ere h lwnam b«ktlll matrbl will b Ponnitld mill a:. ob bakfilltl m hmcifbd to o depth d 12 4cM. Dursq cwrwctbn all apariga to Pipe Ito+ .rat b Protected Fran, m antraca d veto a dFw rrderM. Opar ode d brace veal pipes when cwrMnil b staled with clappers a by Cfartrloctar .hull do - work m new>ay Wsmoka carrctii.tfgto pil,rearofaff FROST PROTECTION FOR SHALLOW SEWERS Soarers with Ihs• than 5-I/2 Mt of thecrown a where i~iutd on lM Plena .ell M protected opener eexbq by Mtellalm of nthick Slyroioon 5n imvla:q ere,,W with a width d 3 Feet a twks /M ape diwmlr, whkh err h Peeler. The sMrt+ Bell be pad G' mow thecrater d the aTu,r eta cwnpatbn d theG' lift inmdwNly I the era- hen bat end¢. Cars .MI M awci•ad by the Cantata dwiq bakfill veal carTpcldan over ter styrofoan sheet. to aavwd dosage te LM Mort.. S[yroFoan 9M sincere atoll meet Che cwnpwfiw atragth rayirenrenls IF A5TM DI621 ad shell be mawf«tortl byDow Gllani-I Caddy, Midland MkMg-. LEAKAGE TESTS AND ALLOWANCES FOR GRAVITY SEWERS: The low pra air II M uxd te e:mulaN inrdian or afiltrotian rat- inW or mG a an Pwity aewsrs. Aaeptanre d [Fr xwer shall depw+d upon t~ sorb/stay Perfarmwva d theweer careen last caditiwr. TM Nat shell b Perfamad an am blwean tll¢ent modal- dtr bacicfillep M bow+ cwnpl•ttl ob vesperal. All caws, lees, latads, a veal d Nda aaw:ar stabs Droll M plugged with fNxible-jest cave, a aceplable altamota, u Iv fmtard to witMtwd the inlempl Net preewn. swan plugs a caPo shell b remily ranovoble, ad teir ranowl fell provWa a Joe callable fa making a fte.iDle-J>Mtl btral carrclM r a anti Rbr te tmNq forrccatacs, the spa NevW b absence by pmNrq tMagh the ape, a lull 0wg+ "yaaBca. It still M the raapon•IbilitY of the C-traNr N Nos the spa clam. ImmdlablY follawip the it b Howl, , the Pipe hhtoi I.Q +hall b tented with Inca-preeae air. Air dell Ina slowly wpplitl te LM plugged spa scathe until the htanel ai prs•sona .e¢Ms 4.0 pa,ds per pare inch g -r than le avm'N bock proawn d any Paad caroler that Pew wbnerae LM ape. At Nast taro melee Mell M allowed for lanperere alaallmtlan Mfae aaceadirp furor. The eon Ito "itb ransderd aie, when tested at m wera anpreaewe of 3.0 pewee par aayore Inca grsolar ththan an tthe average bak praxure of y Pond waver that nwy wbmerga the piper if. (1) the blab rate of air low Fran any eectim Nslm hits-Girety Mtu,een manhole ab clewa,t strvclmeT done not aceed 2.0 cuWl Feet per maroN:or (2) the a«lion wdr Net does net lass err e o rile araden lint- 0.0030 cubk beet pr miwte Per >qr'a lead Inlmnl ape The rpirrenvnte of IW. sp«aficaGion shall be cwwidered eatiefhd if the time nla,irm in deco & Fa the praswro W dacrama Fran 5.5 to 2.5 Pw per area kvh Pwasr than the avao to beck prahwra of on, grave water that nay cab negb the am b ant lass than [Mt canwtad ac«dirp to ASTM C620. Minims Te•t Timer fa V-1i Pim 11... Harinal Time NornMl Tkn. 3 0.2 21 s.0 4 0.B 24 3.G L O:2 27 4.2 D 1SO 4.5 10 I.5 33 5.4 12 1.63G G 21 . IS 39 7A.4 ID 1.4 42 T If the ape MWlbtian fella te meet tee raylrrrrtla, the Contractor ehell detormM a hi+ can aFr-w, LM •Dorm a waves d Icecaps, cad shell radr (If theerrant veal type d repdr• propped by theCantratan appear remwrale te the brg:rr) a aloes all eN«tiw ,ant, as ar uWA be.e,, i, ,tented pipe Mtdedien shell net LM rykwrrn4 a tW te.l MFae M:q conaidaaa accaptm4. 5Me tN• teat does not det-ne the tight e•e of m-toles, they atoll be tented thananI l lalm Per day per vrtkal fmf 11 to dwthlow . t The amines efMl M filled t wlth weer to a point 1 fad above lM hlgMt jdnl bstwaar manMle fwlksa. in teen d Hgh Taund uraar, tlrrT Hell b ne vlNble leakage der b MiltroU Vauwn Notim d rttanrola NMI der M coroldaad aceptabls wing thefOlbwiq arldsllnn• The tent atoll be dam after mxntbly of the madaN. The --hale to to tlialden the 1<IanfVb Ibl All lift hobs slMll b. WyMMhf ppWI,ed l salt sMiak mrlr, m opprewd by the 6gY,.•r. The awl btween mvtMla aeclbr "It b capered, prsiwmtl fl«ible nvmlk pr ASTM ,h The r, beek Hi ! H d to alnoll rob b bakilld pr'er to le•tira. ModoNe wweh Yew Ina- b or the +~II b acarotrd fa apex Line arils extarbr prig te vW t tea:q a the madole •MII M teetd fa laokags M mearo of a hytrmtalc test. Interior a1, ad ova• own wi msyatelY brad T prevent movement. A e .Ht f e of Hg norr i trawar within the Mle. The m-tole atoll Pees the test If the vacuwn rmdm bluren IrY tea ad 9' tag Fa ot leant two -order. Wlra aplkdde, all alstbq hailay -wars •MII M Mpl apereiprra mtil nor„ wok M boa, Nstd ad apprwd by lids ErgMar. M aaM1 Lime existing aa,rrss oil scow ryime •row b rarrctd te thePew sversro. CLEANING OF PIPELINES AND APPURTENANCES: Upon copoplatl- of conawcllan, aIInt ad dinar lesion 1 Noll be nmwd from ape IMe cad Chao- dipwrtmane carV'ucti-. No rmlrlds atoll M NFt In t~ vim IMe to Mpmn nannol ibur LMouah tern. SEWER SERVICE CONNECTIONS When rayied an the plane, eau,er aavks cpnbcUans •hall M aarotra[tl a G iMt am arbor e~wix noted on the plow, d theCYPo netrbl for e w rrr twT xctb i The ape •MII M Iola n its Joints made m raylrtl ae sewer lnert tl- In this -ion f f Open a~e a pim fell b Pemr1Y scald W prevent danaaa ad hlnroi- o/ lacier matter when Maker te LM W;Wiq rower I. nil -Wort with -war main wc AddltlwMlY, lM CoCon-well -We a stobN eemporay nrkar aryrovad b, y the F tgtvnar, soh m a 2' x d' r I-V2' PVC plan, iron the asurer rayka InrM w W ad prol.Wkq ro anon tom 1• dx,r. flarode veal awtea ecvrely Nrd eInto l/r Pound, fa epee h relowtbng thead d ewer aarvau corrr<lian fa Fwkiq w to Wndnq .ewrr. n the case If r•cavwcllan of al.tlrp wrvice•, wch recaYrcN-• will b made onlyafter thePew •suer doh M tom cwnpleW, teeW ad aupl•d. ?riF TNe oak Moll eaelot of the omtror roeow-1,d ttiq a cathe carotr«tlan a yttan a cprrtbi,albrro a verb cad ytten In ¢cwdave wile thew apwifkdbrr ad h ramwtmlr claeo wdorrnity with the IMe, Pena and dM-oleo rlwn m [M ear a m a.drtl by LM Enyneer. Exewdian eloll be male W the raylred depth anal the bane matrbl upon wNch LM curb is beeel N b canpattl te a firm, a awfau. All salt oral wnuitabI. la nMerbl +1,aMII b ranwad ad npl«ed with callable neNrbl wwch f~II M fhoagMY canpald. Cwb..hdll b rwatrated a 9,500 pN. canards, al oak NMI conform to 5ation 09iw, Cent-h-Pbu Celeste. Apprwd from• •MII M d m•tol, NrdgM a curved m rayird, frm iron carp ad a wch ran.tructian that tern will b m intrirenca b theMpbcUan a Pods alianrenAll Fhnn• ..It extend fa the -tars depth d the verb ad shall be braced cad cone wfficbntlY to that ro deFlwtbn troy diarmad or Pm+ will saw donkq thea¢Iw a thec-wale. All cvrD te M Milled m a rtllw o/ two lenrdrd feet a Nx Nall M fwmtl ad rent w liner the Fae d cob i• cartrald Von b the rmiw Indicated an CM Comet Drawing• mom• doll approved rger by the EheCwbirq to b h•tdltl a ne ,all., arwtr than Coro feet feet rtw b fwmtl and cast In etraight Nctipr Mha a lagth of tan feel -been ehrwlK sp«IFW M the Engineer. CamPoction a ear r placed In the ham. NMI be by aPmkq or der WP,p method•. Farm• .hall M left h eau for 24 hour• or mtil the mereN hen ant wfikl-Liu eathe that' can ~ rarwd without hjwy to the embkq. upon rargvd a the rwms, the axpo..d a V fee NMI be given a nnbbd flash. Cwbiq shell M co-rbvcld In •«[tine ~vkq a wdfam IagtM1 d ten feel, -been othawiw ordered. Snctians •hall M xparotd by open joints I/O tech wi4 ease a apanNan joinN. E.pmim Joint. •hall be fanned casing a pafwmod ap-sion jointno viIgviin a tNckneas d 1/4 inch. They Nell M cprtratd a 20 foot intarvas a m dir«ttl by the EngIner. When LM curb la rastrvctd mJacad W r an ruyrete pwanwd, sxparoM joMa fhdl b leveled oppmiN a of a.pan•am joint. on Uns pavanenl. ImmdiatNY upon canplatian of the rvbirp, [M cwbirq eMll be maatwrd ad kept mole( for ] days or the arbirq •MII b coed by mine a liquid IN The f TM method ad detonf of rurina Nell M w. lia te [M awowl of the Afir the tLate er set wffkledlY, the spat. N ohe coral back d the curb shall M filledt,d te the raykd eNv ho, with laver• a not mwm r toG MM d the .one rdtaid m the beddina ad lhawahly canpacld. Curirp oil Swlirq Cwnpw~: upon vlaaam-L d the ooncrata t~ be CERT VEX mp1Y a cacrate <alrq ere ewlirq Chinni-, The 1-1. ed NMI M CE Type 1, C3. A avylk one et. eonkV oil .sat gala, la. Mats ASTM C-1315 Tym 1, kq wmpp•d ran-renowina, env rmhlad, glen". The cwrrponbd Nall be applied per rrr•,falme'e spwifkaiom. O%W WORK INCLUDED: The Cantr«tor atoll b re•panlble For cantratbn > remir a all new a -Aiq Portlad cement eta, bituminw• etc or growl walks m h~an an thetrawaw: ea,l q, a eirwed by~ tErp'n�ea. PORr DnENr MATERIALS Gravel fa walk time sell M LM thkio- m Thous an the C-Vact Droulrgs ad ,MII canFonn to LM followiq 0rtlati- Prcmtage By WegM fcdgg PmNro 5wara rN,n stow, FINE 2' q0% I -In• 9Dx -wax No. 4 3m - 60Z NoIW No. 100 Oi - G% T~ prcart it cave IFtherroA5TM PRrel atoll M rot more than 40 wlrr imW h acmra-a. with AA.sHro r9G a 5m c131. At leant 30 Percent, by weight, of the material cweer than the No. A sieve atoll hove at leant w Fraet-al face. Garrote shell M 3,500 pN strength. CONSTRUCTION, E.cwatkn atoll b node to the rwylred depth veal width W dlpu plairq of box motrbl ad Mtdblion oil breckq of tam wok. Been material shall be platl to the dwth and section shown an the Contract P-auiM•. When the lay- axcad• W in thcbrae k-r. of -al depth, net to eased G', •MII ~ Place ad cwnpald MNid;dlY. Wettiq of the aawl Pew M mceere-Y W obtoln adeyate cwnp¢tion. Forma shill M meld or woad ad Mall extend the full depth d to contcr'eto. Farms shell b either •wqM or conv<d m rauird oil shell b odegrotslY brad te psvwd -warrant. Cwxrate +hall b platl car the canpated Pwal base, MII be thorapNy wake to rarry air voids ad •MII befloated smooth. After Initial wl, the alma oholl id M thero,holedveal to o l/4' rmoa Ntew w• ad the whall bron finished arum the width of lM walk. Fxpan•ian Jdnta still b vlatl .rrY 20' oral mjacant Wall wprrtalwvas wch m u_ fume a wow boom. ProfarM joint far, I/4' thick, +MII M cent h theexp-Tian joinN. Every 5' between -paan Jointsmmy , duDante shell th card with a johtbp tool. Tor.. aeoyee Menll Ioe b Iro' own cad IA the deph of the slab. WM'a lM walk N adjacent to c:wbYq, awhele treated felt ehail M platl betwown W cub cad Ndawalk. The walk •MII b erred by placwnent a pbette FI car W eorfau or by b priwylyd W prarenawd curlrq canpaad. Driq thewring Perim, barn Pew donate. Arty dosage Ircwrd .hall M repdrd a the Contrata'e apron. After the walk M properly coned, the owes on soh side a the walk MMI M bakfllNd, renrrPocted cad Pealed. Calrp cad SIA Canpourd. upon Pbcan-t of the concrete ehb C-Lr«tor fell amlY a cwvrnte <wrkq ab salhg cpnpand. The caste A TMII IS CERTe 1, AC e A aa mow(«toad by Vaxan CMmkole, Ine.poo MPoN ASTM C-1 1p Type I, Clans A arylk carol• wring oil rrdhg terrrywd ron-WlbwiM, +Ilp reN•tant, gb.T. The cwnpwrd flMl M palled Per rrwfalw'• weciFcaiwa. BeelI. he r pa,nd! MATERIALS- Gavel toms +MII beoe +PoU/Nd nldr Pwtlad Cement carrots walks andAland be m shun on the Contract DrpuNN. Bituniws <artcrate shell M Tym IV m shamn on the Conboct Drauips ad m apecifitl h Section 02lr50 a tome spalfkdbe. CON9IRUCTIW: Excowlkn cad Placanad d toms +MII carder- te the r -Ina ants reret PaUad Cement cmaho walk•. Grade a-tnl from. w<n m zxA'e or dlsr deyim• •MH M wed when had metope• we used te plan the bitonnhous carrcnN. Thee shall M eewraly avMrtl In plat olaq each edge W pedals a live node and canstad width. Pbcamad cad ewnpatbn a vplk, +MII b dare acwdiq b S«tM 02L50 d liras aecifkatbns. MATERIAL- Bee, iralrel fhMl b m epecifid ,rdlr Portland Comm[ cwvrete walk, and m Mrawn an the Condrdct Draulrngs. A I-1/2' thlek surface layer of star eNpe oil The duet eyal to 'Scar -Pak' or No. 2 Pwtae, m produced by F.W. Whltcwnb Corp, Noll be vocal an the top wrfom. CONSTRUCTION: Excaratkr, ant bane placamad "I be ae e r iFwd wider Portland CenrM. oax:ete walk". After the base gravel M ban pled, canpal Pocbe, ad al graded, the Son-k Nbe,mm oll spread, ethcad wn ed patod to iorm a oral, scan Nies, whoa. TM finleM wrfau cweitbn will be subJ«t W apprmol bythelErgknrer. ultnl PIZZAGALLI PROPERTIES, ILL P.O. BOX 2009 SOUTH BURLINGTON, VERMONT 05403 MOUNTAIN VIEW OFFICE PARK LOT 4 MRI ADDITION DRAWNG nil£ TECHNICAL SPECIFICATIONS *naldL B¢�nlin 'ngineers, IC 5 g,;19 ,2649 WORK INCLUDED= This :uprk atoll casts of faniahkp o,d pkoci,lg or i, p more cwv xs a ,Ipp 11 Wavcl, vusfsd gavel, a denaa Wadlll cruahtII alone, , aMrwiN pr ith th,rd maleriol m o pehI W thl or I aMr taalaa, h ac<ardalce with Uax apaificaiwn m alroun m tM plena a m ader'W by lM Erp'rse. C0N5TRUCTI0N: TM wbbat malnid a1M1 W pwcW m o prepped aurfoce with m mproeW While ben v by uN a other —Xr ,id m«hmieal spreodLN aq,Ipnalt. Danp,p directly m LM wbprMe will rot W ptvrnitlad. A .110 raw W uad M live a a aprmde ben, LXwWwrg tM wbblz.N natnM Is fiat pta m tM previwsly law wbbme oM tMn mnpietely +sewed Fran Lhe vac whne it was first deposit=. Slwld aegrago lieu vM mbq dkp t¢of tM •abbess, tM Contractor •ton Ix reQ,ned to remove ad rwNce tM motarlol I, m NlW.e it aril mifam grodI,l is obwned, If rra[eriol below wbgwe Wcanee MertnlNd ith tM wbbaw, r.wltlN I m actable prod«t, tM mil rc still W remwad a+d replaW with row wbbaN W. TM mmkram lift thichnes fig all wbW malnbls Is 12'. Where tM flM hd depth of the wbbma I. u W grwur then 12', it •MII W pl¢d aN mnp¢tW n Iwo p more lift, a appra.imately awal thickzsN. h lM plamnvnt a IiNa all jdas shell W Naggead It least L I-... Aftn each, lift a subbosa maurbl Il p1aW It 1 Ill or thaphly canpatW by rolling,, with m appred pawn rat lv usighirp rat INa then 10 tan• v by ether methods approved by the Er . pi A powen WW.r hill bs used u obtdn a ten and even L nFace 4eiN c ,XXt,m. All MIN v depressiom f X X1 dp'rp tM wa,p¢tkp 11XIII W Fuld with Wdltbal wbbaN mate�M, rvwvkd, ar,d canpaclW n c calve LY u tM lnN, WWN oil crow-.acl'an. Nw41 m tM Catr¢t D1. auipe. If ..*—, — .M1 W mlfamly "Lw ova LM .ubbme ma . dvip canpaUon M tN anw,t nac.e.arY fig props' con ,hXIIt n. When it ie nacesapy u endplate traffic oven it wbWN, one half a tM width atoll W cantrvct. a, lhw. TM hdf ands+ cos II,, Nall have lM wbboae rrlatnM pwrsId cary¢ d atld Wive WIL to VMfkc 5abseq,ad lrafk darvge u tM rnaerM shill W atbvlY tM Ca tV 'a rasparimbnity. If LM wbbme lees& iu ahme, tM Cmvatn abl boss,, regale ad cavaacl m nwasapy. TM sd a each xctkn a a dlfrnenl depth a wbbme Nall be taperW Fp a dIl— a amornalely 25 f— h tM I —I tM pmjwl aha,ldena w Ill rarwin urrpavad, wbbaN v aMr deaigaled malerhl still W vl¢d h tM a1wIM vie ate (hot radww pavip i• planed. Gadalim Req,irlm.,ta send fig albbme ahau maw w Fdlwukp reR,lra.ert.: pll a tag. by —1,ht 5ieva Deai m.ir,e T 1/2' 10o% N. 4 g0% - 100% No. 10 60% No. 40 2M - 40% Np. 200 m - 5% Dax Graded CrvehW gum wbWN atoll rtset tM followip Qr alm raylramnu: Pnwltag. by —rtlght Sic,. D.Np, awei.,e Tete 3-1/21001, 3' qOY - 100% 2' 75% - lom 1' S0% - SOX in sox - Lo% No. A IS% - AO% No. 2o0 of - 6% III— MdW Gr ,1 fig wbbme aMU rust the fd mIN rlq,Ir 1l, Si—, D.eiQealen Percentage by u,elght Plp TeN_I 9vrv.w z• XR t00% No. 4 30it - 6,% No. 100 No. 200 O% - 12% Grawi Fv F'ra GWkpf a .,rbb— •MII rtze.t th, fall.Mrp rsryk,srv,l•, 51.ve D. Poe.Ml� b)'3orv,a 3/4• OOi In' , - 100; S0% - %x N. 4 SD,,- 70% Nv.. B 301 - fro% No. 16 AO 15X 4""' No. SO 5% Im - 3 No. 50 10% - 50% No. MOO Si - Im 10% a K2 Pemta,e, m wpplld by F, p W. Whltw,nb Gaabvetbn Cmp, v 'Shur Pak' AwlNi a Fv plmt mlp. grml oM MIN WWad wshd atom Nall caalat of lard, canned atom a crusMd grw.l. TM blendkp of w.Md ekes ord each. gau.l m / W Nnnitud if, h tM opnkn f 1 tM Erplrwr, tM natarida u W bls ore M II[ and W cam bk. Tl Nveol FracUma .toll W slzW, FaII�' orally graded, oM —blind n wch w.patima ttIltathe r RiN WWaim is m Hawn oW . TM aggagota atoll W reaaaabIy frN Fran dirt, dekinhm matelal oil pie wN.h v. Nr«tlrally wwk oM &toll meet the Foll.iN rvq,irarelta: PERCENT OF WEAR WMn the c oggragpte I• c ,N i a cmhd aura m <rvehad grovel, tM pnunt a wee of tM agW&ga& sMli W rat ma's tM 55 when tailed h amda,ca with AA5NT0 T% v ASTM C131. When tM agWegpte W rat more PL It t— SO wW m (loud k� ¢hear vita tie h AA5NT0l % X� A5TM CI31. FnxWrd Faces: When w NXI grw.l i. ANd, It Went W Nr 1, by weight, of the mdeM coverer ILL— tM W. 4 New from e¢h, alockpiw ahatl have It Nett or,e fr¢tured fora. Thin ad Ek NILN! Pw I,, Not more then 15 Natant, by w.lght, a tM ma coverer then tM No. 4 •cave Fran ash sluckple atoll c 14t a thin ad/v eWNILL i pieces. 02650 BITUMINOIIr CONCRETE PAVEMENT GENERAL: All rood work and p wq NMI wars u the Iaast Wtticn a tM Vuma,t Ail X, a Traapatation'• Sladad SNciFkatipn fv coabuclkn. 02020 Flue, NG. TOP901 INf FDINf. WIJRK INCLUDED TM Can4¢b "I W mpanIibil fig FM WadiN, lopsalkp, aeWiq, oil mtIl h.hiN a hIllit. Wma within th> cmVat —it, p m dimt>d by tM Eq'rleer. Rallrolian Nall occur within 7 dare of tM Line tM work la rlWy b'..- topwil. GRADING AND TOPSOILING AND SURFACE PREPARATION Whee rq,kd, oven to ba fkkeMd with topwil Nall W '.&lend IF all claw, debts ad aMr ki,Wa a ry .h. Aftn orvm More bawl bought to proper s,bgoda aM mpavd by tM Epiwr, topeoil atoll W ILI a o depth a 4', due dbwaae bekp mode fig .Ntlarla,t. T-1 NMI rat M Ylmld war, VanmE we v paid n M any caw, oil s M I.FL In a boas vd friable caditl All topoil atoll Ix Free Fran eubedl, gavel, roaa arld sta,ea. Topwll ffill raeive a uNfonn opmicahn of fvtilaIr, limo, prase aced, ord mulch. Arty ,nechor,Iwl opeotlm may ba us. Which will plea tM Iknestana, feMilizn, ss. and mulch, v eny canbinaim of lM>& M direct contort with tM veil p which meats tM approval a the Epinaar. FERTILIZATION TM Fertilize atoll W o sloMad canmarc1 W.a faro lien, oil till cadortn u tM req,irmsnta a the 5— Fertilizer l.au ad to tFe 5m der a tM Asaocbtkn a Official AWk.ltural CMmwu. Dry fetllite, IF I,Nd, atoll W fani•Mdi, new, lam, N1W oil properly WWIbags rat atcNdl,p 100 FIX. each. C d p donagW Fntlliin atoll rot W u Dry Fatlliten shdi each'+, rat I.l. then IO ll: ent nitrogen, w accent ph —I Ill, and 10 accent parch ad elan W mpliW a tM rats a 550 Po . par acre. Liquid Fatilizar if = M lieu of d'y fntilizen, atoll W tumid In 1:2:I rath with tM mhlmam rye t,MLIW. Wpounds a nitrogen, I- pounds phmph:,l and w Poorde a wtmh par ern. TM limesla,& atoll W a wkitil p dolomitic Wend IineN conuhhp rot NN then 55% a total (wkium p mag,ealan) cpbpalas. TM iimsatw shall wnfarn u tM rawiranw,ls of all ataa and fltdiral rvgublims ad u LM Stp & of tM Aaaaialion a OfficM AWI<ultural Chant>u. TM I elan W famished in lam, INI ad F, p ly I IW bags It Nr<dbp 100 panda .ach. Caked v d Ihwtorla .1— not W ¢ceptada. TM Ikna.tor,. atoll be —till a a rate of I ten par eve v m di ... W. Pelletized In I. r¢tr IXIkli. SEED MIXES, TM apwifi, NW mi u W utillW m LIN• project arc k,dicatcd h Saticn 01010 a th.ae spwlfkatbn. All orb fv this anjat w walled. from L.D. Olive Saari Co., tMzgh wed di—Wtva. Urbm Mb W. Llw Sad >�Y YfeiaM �y]f,e Id®% 37.50% 45 Cr L X, Rd Fa«w (Vp. Ilrh m Panloua) N. 37.5 KSHuckY BlillI (Come ) 31.25i 37.5 Rims+ kiddy, Pa. it s, Goa —h m Pamf:,e, m,,l MmMttm, p Mlly wi.liN) 11M 1201— Swale "" Lba. Live SaW i S WekM 2W-A= S- 47.,% 47.= 20 w f pip Rd Faww Toll F. 6.oi 2 RsdtW 100 42. Cmaarotim MI. LW. Llw SNd Y B We 23.0% %-A— 23 Cnwhg Rd Feww Kent«icyy BlwWma 15.m IWit IS II MwW Rys Wtteen Rudy, P—. R» Graes (Vv. Pamflm, Mmhdtm, 6.0% 6 a .Imily vvietlas) WNt. Clown 10.p% L Nphlmd BmlWms IW I" All •eel NMI not se.Nd 12 it weed rotent. A guwmNd etItlin t of canpoaitim Fran the LNIw m 9 W ..bnittd u tM ENIi fm wprova aM W apmovd pie ILL, m,yn.K N with —dlN op&rabn. Afar tM .Nil Na been gylid, b,n vein NMI W lightly riled u mu a.&d with tM veil oM roll. wit alight-weght rain W tM aotlsf¢tion a tM1. Elgiran. MIILCNING. Witten 24 hours a applicatim a fnliliw, line oil ee., tM avf¢a NMI W mukh. Mth a hie m 1K M,Ich Nall —0.l a maze. hoe moperly fen Frain .aanp —, wed., twig., —1. p .— deleleiwa arotnM. it sl,dl W hie Fran ra m mold and •MII W acceplabla w tM Erpkm. 5,—.N by rr,wh,aJW •p-wdkp dwiu. Tray W Iwd If opprwd by tM FEN— TM woldd. WI— kdaanlW mc...v�' —"h •hall W oahord by a ,'tthicpe "pro bash p (rN boa Ma, uN a •talm., buns, mttip p alto+ matted. appovd by tM Egheer. WATERING AND PRESERVATION OF GRAS5 CODER: All .awed ova. aht W waled oil rrantaimd u tM w ,F¢tim a tM Epksv. Within taro wink. eta tM Wens M cars up, my v.o. when grow •Nil Nor rot garmialed llyq when tM wrfom b bean uaMd v dmlaged h my caw, Wfpa. TM grin• cove .hill W Impwtd ogih by tM Epi, w cad Cmtraty durkp tM mmth of nw follauIN wmpNtim of LM wok. My pie. wMra ggrraa.. sod hoe rwt gamin t- properly w where the wrfaa Ms been wmhz a der 4 h my caw sMll W topwilW gel r.-sad= m Wfve. m3 —X INCLUDED: Work a IN. aal'an mhXL.a thL, fumiehkp oil placip a F— v reinrviced centre. ad rain(-- atNl fa ill Iuork :IiI m tM Cm t Draukpa, r—,.d by lMN 5p.ciftwtiarl. p MrcilaNer apai(ied by tM E.pirr4r. MATERIALS: TM Cadractar will aubnit 1l W der» a siWlkv a tM C V¢t, a lost a all nalnid. t M 1, pbniq u uN slap with, ,epee a +reef«turn• I.M the nary a tM ,:o.t.vu .I,pmin. Whee m mtniak precedN tM Ibt. nwtarill k, these apwificoUaa, thl Ca.,Unctor wgl W narked u fumit zscezaoy aanples, •hop drawirps, lieu p —1. u CM Epinec. rCema,t Ppllmd tenant T— II toll confan, b ASTM 5Ncificatian CI50 v M5WT0 M55. Whw. a"INXI m -p— Nrvd -' zgpovW rmwt .toll W alaileA fine ado ale souru ma •null W aced ..cIA•iv.lY rig ill ca lte to leave a mi(om, min. Fin Aggrl,, a Sorts fv menu work still wnfam u ASTM Sp¢Ifkalm C33 and 11W composed a <Nay Mrd, dvlble, IraoptW, laurel WoM., lye' from sill, Imp and dw. f N Agg'tgvle: CoarN agWegau atoll W twin gravel p c iXXI atone cmfamkp u ASTM Spscifkatim C33. Mmlimwn Wu aggregate fv wale, aW old», Nabs-m-grWs, beam• ad wlonm atoll W 3/4' rrariman II. agWemte fig aMr awtlas 6' thick aW lhknar .MII W 1/2'. Lvgaat parmiseible oggregau, occordiN u th, abws, atoll W u.. erc.pt m dI, <W by the ErpM CONCRETE TESTS 4 DESIGN DF MI%ES, TNtkp of ( raa: TM Cmtrptor atoll famish u tM EgIM t hie own srp.n.., — .ornpw• of wrcrata oM/p a 'h.kprdient• h the t"upon n A a m apalfied baww. All 4 rtada a tM ar«tlm IF tM E In •toll W Nrfomsd a tM Cmtratara .Kp Then (3) weak• p mor&, In WL, a the tires when tM pl¢iq If the caweu Is a to u Wgk,, lM Cmtralp chill hfam [M ENin.a m u [M source of tM contra. kprWwaa If diratW by tM Engime, tM fen tv ahWl ckliver f I., to soh labaratay m tM FiI— may WsiiyM. W permit tM —ilg a rnc...ory usu. NlIN tM wag IF work, Field tsar cylM atoll W made N cur. by — Cmtrocty In acadmw with ASTM Sladad C31 p AASNTO T23 ad h — ..rnber a four from .very pm p port therwf. TM foe (4) ryL— atoll W Lakin a Iw.t a taro (2) difrarml than d LN the pour. TM Cant/ 3or s l =&lieu lM wli,M.r• promptly u wch twlkp kbarelwy m tM nay w ASTM 5 TNlirp a AASOT in tM bboralwy .hell W der n aver i[h ASTM 9b,d lI N F AA9NT0 M. w Slump —NMI W mode by tM Catracly m dI—td by LM n accordasa with A5TM 5tmdgd CI45 a AA5NT0 TIIq. 91ump NMI be between a — (1) kch mivnlen ad foe (4) -hie mminum. TM Contractor udll W r 11, d u Fomit o slorMad skmp tors ad u biikept m Ito Job a ill time.. 5larps steal W taker by tM Canlracty ortli,ibsaxd w t1,. Eglrsen n aaarda,c , with '5t, M d MetMd a Slc np TNL fig Cdaiaw,ry of Pvtlmd Carnit Cwevu,' ASTM N,krM CI43 p AASNTO TIP. Slump lean atoll W made m ash belch u.W. An amtent a an O amens..MII alro W datam,k N1 wMn N, I, s err. trice, in id ASTM 5pwlikaLkn C251 v AA5NTO T 52. puplkde reports m ill u a atoll W wbmitlW prwrytly u tM Era. with —t copy ,f," directly u ItM CanVatp. TM C t, tp, n conjv,ctkn with tM E Ig , 11 ratify tM < t—IN kb it y a went 24 hour• n W=, m u opprwknau rhea (with 2 v 5 hourwn .) of psu plar4ment fig can vac who. a tact 1• dir¢ud. TM CmVatp .MII b,It weakly reap. u tM Era— and Mile t y m Will aramt a amvefq p1«W 61IN f—ldiN week, a iMkatkp When tMrs la my giwLIm m u the q,allty a LW caK n tM atryctve, tM wr raw Epkmery,ln the Cmtractp, d hie espans, L,, hies lima hsts p. by m oppr iXWsdlrt te.tkp ad impatian labpawy. Such tastiN aMli W in accardmce with tM '9tmdwd MahWs a SI—IN Prepvip — TNtiN SpaM,sl. IF Nvdersd tarn.. fv C ;,MNNs oM Flaa,rd 9lrwpLM' (ASTM Dewgadim C42 v AASNTO T24) v CNptn w a LM cprs,t ACI Buildkp Code Fig Reinipud Centre. ACI 316, raw W raq,6d. TM cNleria fv acspladbty aI tM coarot. .Mar the rotten •hill W Shot given t I,,, oil fit ¢ceptmce .hill W r caw fran the Ergiser. for ate FWIip u meet rsp,kmsnls IF tM Cmtr¢t daumwta will h,ow to W —I.. d tM Con—'. wpwlr. DaNT mirN will W prappd fig .ah tyN a cone.. oil m 'udepadmt ual:p faility ¢mPtabls ill,tM frpkser will W ut. 1. 1. pupae orM report propoved denim entices. Mi... will W proportiorld by NIMr bborMory trio) baffh I, FkM operiar mlHhWa, lit" mot to be emplwW m tM pl,jlNt fie} arh <kazs a cmcMa ruplrW. TM Cwtraty will anus that tM «ghwrnnts M ACI 211.1 ore canplied wkh oil npwu a min Waig,. will W wbmittd u tM Er,=l iv rap a d. CION A corrrvu NMI W d.Ngsd N o wMnl'pht +were. mill In taifammca with rravndlY erupted slgdWM. All rratnMs used Nall W w prsportiaad m t*pail-. swell-grWW m ,N I a high dalNty aM mminorn work Hly Mlh m spaifld ? -die mnpraNiva .trapth a 4,000 pN. ftiWran, carat contort •hill W SL4 L.. O< <ubk yard wi1M1 a mmirmerl wale+-car,.nl rdio a 0.45. Air cmtent NMI W L! ((I percent). Cie.. B corn++. Nall W •V«b,N concreu with a mwnum 20-dw carp ,l .L,,X th a 5,W0 N4. MIXING, PLACING, WRING AND PROTECTION: MNbp, p—N, p^'ilp ,>b prafactim —1. caniarvn u reryirans, . IF NaMpd• m lieu= Aden 'Garinal', Shia SNcifkahn, and b •liwldicne aF lhls NCNm. Before awm plackp all dabrie, wile, aIo'u, se, e u W raroved Fran tM u W accupd caarcte. Do rot place wane m Froaen Contra. LLWI W tMraphly canpaud &HN plachg apenahn aM atoll W thoroughly -kW nu cancan end plglN a forma Ind .road ranfvicement by uN a wad... Vibotor• atoll W uwd to tappet all ware., but not NUI caarsu la In fl,al plain. I Name cpe Nall W .aerclsd u &mac tht <pncra{{a will W caofaty ad thor XXhIy wWkW ht. —it- amend all wat...tme withal waterstop III aW ap Whg p rpadlculy to J."t ...fa. tbaugh which It e,ctaW.. Vibaly. .MII rot W uad to move wane. Cmcrau ohWl W cwvd m fallaus, Norlmnul wrfa...fXII h, a wmN ad —,IN cp X! cyp11W. NoldIN form. h pill& will cp UU curing. If Nrmitw by tM ENIk W .Via forth. soor,.r tbl mpa •clfiWware. a, 11 Wn i iX ately cod fv Wlanc. a per1W m dlrwtd. IL atoll W Ito Cmtratv's roapornibilily u pouch, fret tmcrote irtm fre.zip. me a cavnkp, Imulalm ad Fwakp rwuly placed corer&. In caw wwthe •MII W rvvlsusd wIth tM ENIi aM .hill W .Abject lc N. cyp'wol. UN of adalb4ra•, addltl- a aI— tenet, Mairp of materiel., pap:alien, prauctiw twenk,y, Maud I Mt. cvklg ad rpm ,�o�m fig water cwaretMp sYMI b m wtlksd h Recmawdad Pr¢tke Fv u Weather Concrotrp KI 30fi. If mnnlvn teems - m specified 'n Tdrk 4.1 a lhN ref-- ao not +poached, Favrwoie aM aMrip Iv I— atoll rot W atripNd 1 tM CmV rm w ,4ly tM FNirwr tint L hen atdM 6S% a LM rq,nd 2e illy -Nth. I TM Conlratp atoll record tamNrotlrs MIY m wtliad k, Propo.o� lit w aldod Praha fig Cold Wwlhn Caeetkp ACI 306. h Mt us ' tl npaaly. a fmahly maid ca,tratt atoll not W dlorwd u —Ill! a5'F, conFamip u ACI 30S. ow, TM Cora abdl canWct rsidacW cocci& mm*M oil trw —.. u tM dimsroio I aM a tM locations shwm m tM t Drm,ipa. All prvrat nnfv W come. mWale .alhm wren rarorm u lM btet veahn of LM ASTM c cificaiwa C4T5 v AASNTO Mm. TM fcotkps n,w W enter with mat-n-pl¢e, with Cline B caevu, a pre -rat oil &toll cmfam to the dnwlam kdicaed m Us plow. SMlvm Nnll W cpli— W with Cl. B centre., m derided h Slake 03300 a lMK 9pKlflwlloro. hvnta fig saw ram atoll W m clean m tM man ad =&law ad ..It W costrvetlli a teed bvmed brick atl rr,ortp a, fv sbaight a l�aa sear.+ b wf[Mti tM h " MY krpitdirMlY. Mvau stall 1-1. lM Nat MI stew y arnctW r od my chINI it diration N ba w d ad oven. All taafrecthn a .eusr ram I. musbv e mrlm w,t u uwurtight work. MY leaks in ma,M atoll W canplataly reppird to tM aotl.f¢tlm a tM Etpksa v LM main& str«tpe atoll Ill removed ad re Wilt. All —tows •till ba pl p id d with rat-iran mml,ll franca ad cwaro m .pecifid order Sectim 05550. All mmbies o-e u W provided with caMynror wllypropylaa tap, with Wade 60 steel liavcane,t. Theca at" will hove a wren wll-mt stralgth a 1,500 lbes. II t roars adin te im —m '- still conform to A5TM 5pecificotian U75 w AAS 0 MM. TM pipe o LN h tM prawet mmbla rive abll M» a wst-in-mace fibable gmkat m m eoyivalent n'a»art a—ILwll IN, pip.vet Blutyl Joint iNXI (roo fI—). Thl rnbalhole war framrlme�shall be Nt to Fk WWe mly ate tM WN wurN Fwng Moe bNn canpktl,. MmllolN atoll W canbvctW u WWI with Ire clan.. ricer rips. All mmMla IIR hoka atoll W grouted rnida ord mt with &rppd W Wont. All meet bkkwark in pwmt earn+&. mm1alN Nall meet tM rezpnmwts a Satien 04 i 03402 PRc A T nrirRIETF CATu BASINS klOftK INCLUDED: Shall hckde di work nwaasvy to wyply p IF— -it vetch bents m aMwn m lha Clntr¢t Draukpa. TH. is u include cac—, backfill and all ahn raq,IrW operotlaro u praNrly total lM torch bmkn. Catch bmkls NMI W —1—tW IF rainFvcd corcreu oil eMll W pwid.d with rat irm frmss and grdw m 'vdicatd m LM CanV¢t Dr—ips oil m specified Jr, Section 05550. Prermt ri.as and bow aacthm sMll canfpm b A5TM Cgl3, N t Witim. Frames .MII III, braphb u WWa with precml caectc rI— ripe ad .MII W eat n a full bW a moMp. J . W— pl— pd vetch broil time aalima NMI W lolled Mth, boots Fig Pipes 3L' i, dlm,ata m . Ilr ad with csvNnt m fig yipN tiger Um %' In dil n , lMd m tM id, N Wilt W with a hews bold a -II, mode m tM ouulde. TM Wang frara. atoll W Nt a F, W� mly rite tM time courN pwkp M. been tmyl.t.d. 04110 WORK INCLUDED: TN, LNXA n perukr b LM nM.enlal oil metMd rayirwnant. III, uN a merle m block v brick rt'morlry mil. "Ir tds cm4 All —Il y mils •MII W IaM h name m Gwribd h LIN. scrim, -I— apwifwd athl—III. MATERIALS, FNrty Ind h maHrry lli li ctlm .toll W highly plmtic wiUr high u,aur mtantivlty Ito NMI caulat a, by roluma, I art PWtla,d Carnet, In port u 1,4 part hydrald Ih,. catty and 2-1/4 t,3 Lhw. tM cam a tM rot of c.rt,ent ad Ike. catty fv qd. MiXtvs may W Wjastd slightly fig wpkabllity. Cement, SMII W a Fbrtlad Cwment of Amsrirm rt fat,w' wnfarming la the lota.t rwiekn of tM ASTM 9pwlflwUm CI50 p M9NT0 MS5, Type 11, ad u W If rovd a cola+ appby tM Epkvae. LI rn $toll W o d W hy&ItId, high wlcl,.m IMrs, cmfIl nIN to tM lees[ Mhdll n a tM ASTM Spwificalm C207-55, Typs S. Lkns catty Nall W a LAW mkture a IMw sq - ,Null wORK INCLUDED. TM C Vmta .MII provMs aM Mtall bkk mo.ary wMn N,dicaW m tM plena v dirwtd by tM E.,&u fig corotrvctim fig MIN a mmbw haerla oil fig sknilp u Each brick toll W wetted ad canpkuly b ddad kt mode a Its bottom, side• ad ad. n ar,s apaMbn, Whg lake, lu FILL &eery Joni. Brickwork Nall W —11 bwded ad Jonu NMI W m c m p¢ticdN. No brick mmary NMI W Idd h u.Vln rlor shill or w W alto I,I b riee m a llr d o brick emery —it it b sot a Nett 24 tours. No mmary shill W kid M frmip weathn. TM br k a•W N can— mmhde hyena Neu W goW, s , Mil ad mifamly b XNJ, re - ad mifam , clays ad w.. Brick uNd fig tit• w,Poae shall canfam u ASTM 5 <ifi, i C32 p AASNTO awl leteet vase, eel NMI W GrW& SS. Brick awry shill M Will L l Pp Il terser morlp canwaed If err part P 'r cement oM taro pate of —, rr,eaal,rad w rolans, u wAch not more then 10 wad• of lima •MII W added fv ash bag of ca.Ient. TM cl n t tall W wft ff IIeIIc If d h Scum 03300. l d fv mate+ chill W cieen a,d mly en amount podum a workable meta •MII W Inad. Marty stall W uaW MUin caw hour free LM time tM cemalt was WMd u tM mil. TM .end fv motor fen brkk ma y tat W mlramly WWd, cI.m, .tarp and cmuh ro Wan. lugs then will pee a UB I¢h m.ah ¢nor. 05550 WORK INCLUDED: TM C Lraty .MII n.tall ramble frames ad covers m mt11nW sM a Iocationa I Illtad m the pima p m dlrwud by tM Engineen. nANNOLE FRAMES AND COVERS Mmhew Frmlaa p cover• shall lmf4 to todads m Wsigatad m tM Cmlrat Crawirps. Frmsa ad raves Nall W of tough, Ww , t I— Cmtim .hall W trvl pattern ord frN Fran flaw,. Bluing wrfocea f r m . frets. d corp. Ipdmt each It r abl, W mochFW u glue cohtinuou. canlact tbr, phwl their ent 1Vll n mete. All iron t"•toll W ".hly claand aM CM coded with lal b Wfv. Wirp Glived. Frames oM cave• Nap W Newh, l.a9vm, p en apple. Nyol with modal number• m ltllw tW m tM CmVat Dvuirp.. I—W. weer &toll b, marked 'Sawa+ a Stave -Sawa' p •kktn• m r.yirW. TM Cadrslar .I,NI provide uale-pmf t" mo,hd. cw.re m —XI m tM plea v m rayed by lM Epiwr. GTCN BASIN GRATES, tach town WaN .Hill W m 6siWM Xt m lM CmVact Drowiq.. CLEANOIIT FRAMES AND COVERS: Cill—t francs ad ewers .MII W a uqh, Ww, t nor. Cmtip NMI W trw w pd4m oil free from floes. TM bepirq III a cl.olwt from. oil twee ILI a¢hI ale —11 W -- u gl» cmtkwua contact thraphout their cirwnfeerc.. All nor —I— atoll W thorolghly'Mewled oil then dated with hot teal tv WF— beip delivnd. 07200 WDRK INCLUDED TM Contractor sMll W raapwniblc fv (umitkq ad ami a IN all Dr-INn a tM lypN, by 1111, zed n tM I«dlorva m ahpun m tM Cmlract Droultge p m r.q,n•d W w Ep RIGID INSULATION, RpM po a expvded wlyetyrane iaabthn NMI W fumi.Md :nil knulkd, In tM thicken. ad l tM 1«akns m •faun m tM Ca,bat Draarps. Cora ahwld W tz41en dvkp all L,— If —'I, L., alaura the peal& ps Isdatod hpn swrcea a Fire v high Mat circa pd»tyre,& N a highly Flavn�k mvlerM. TM Contrator atoll I —Id. aW mdnlan, NrwgFaut tM Pw1at, aceplable u,orniq, d—t-, oM d.taur signs It oil <lowrw, Mlase<tam, oil clap LM carsVuctlm ord d.uur rwtaa, din ;N thr Vaffk central .road tM c portkro of th. NqF, w tMt the umpvpy detaw roue a rwtN atoll bl, "vldicat. c ly thr ghwt Its p their urine I.Nth. All borricodm, wani,p aigl., lights, temporary sigwl. ad ether poucliw devices t cor,fp l with LM Mawpl m UW—, TraFfic Cmtrol Devi<e fv SLrNu and Wghuw• wbII,F d by tM U.S. Gawmment WntiN OFfke. h the event that till Contractor mglat, It, eatlaf¢taily haul) and m.I, by 1" Light., Igor, Ind .Igala m vded by — Epi,sar, tM Engirwr raw proceed to horo ash Ineullati— made sb tM wet lhcreof atoll W d.VCtW from tM m IN die tM Clnt,l,a When cant—tim i. suspadm fig mY +clam, tM sUndpd bpricWas and sign atoll W .NabII.hW m a wmi-pamwnnt bmi. orb atoll W Will tId, h.talld, ad prorpad m 'p wd by tM EpnNr. 'SyrJy P NN.. 720� f111IItssS ((IM PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VERMONT 05403 PROJECT TITLE MOUNTAIN VIEW OFFICE PARK LOT 4 MRI ADDITION DRANNC TITLE TECHNICAL SPECIFICATIONS Donald L Hamlin Consulting Engmeerss Inc: /m Atilt SY-1 6asvi .Rw,crfon rtf7,wl.e CM Subdivision Plat Application Permit Number SD-_ - 0. APPLICATION FOR SUBDIVISION PLAT REVIEW ❑ Preliminary N Final PUD Being Requested? M Yes ❑ No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Pizzagalli Properties, LLC, 50 Joy Drive, South Burlington, VT 05403 Tel: 802-660-6805; Fax: 802-660-6868 2. LOCATION OF LAST RECORDED DEED (Book and page #) Book 6 81, Page 73 6 3. APPLICANT (Name, mailing address, phone and fax#) Pizzagalli Properties, LLC 50 Joy Drive, South Burlington, VT 05403 Tel: 802-660-6805; Fax: 802-660-6868 4. CONTACT PERSON (Name, mailing address, phone and fax #) Robert Bouchard Pizzagalli Properties, LLC, 50 Joy Drive, South Burlington, VT 05403 Tel: 802-660-6805; Fax: 802-660-6868 a. Contact email address: Bbouchard@pizzagalliproperties . com 5. PROJECT STREET ADDRESS: 192 Tilley Drive 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 0860-RR750 Subdivision Plat Application 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): Pizzagalli Properties proposes to construct a single -story, 1,700 square foot addition on the south side of the existing medical office building to house an MRI (Magnetic Resonance Imaging) machine. b. Existing Uses on Property (including description and size of each separate use): The property currently houses a 52,250 rentable square foot, two- story medical office building for Fletcher Allen Health Care's Orthopaedics Specialty Center. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): The proposed 1,700 square -foot, single -story addition is for a Magnetic Resonance Imaging (MRI) machine. d. Total building square footage on property (proposed buildings and existing buildings to remain): Proposed - apx. 1,700 square feet Existing - 52,250 rentable square feet 54,000 gross square feet e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): The proposed addition will be 14' high, single -story. The existing building is 28, high, two stories/ f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees & company vehicles (existing and proposed, note office versus non -office employees): No additional employees are proposed. Building currently has approximately 200 employees. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Subdivision Plat Application i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. Building addition and an associated chiller. 9. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: 628,571 (acres /sq. ft.) b. Building Coverage: Existing 28,750 square feet 4.6 Proposed 30,450 square feet 4.9 % c. Overall Coverage (building, parking, outside storage, etc): Existing 122, 403 square feet 19.5 % Proposed 123, 463 square feet 19.5 % d. Front Yard Coverage(s) (commercial projects only): Existing 0 square feet 0 % Proposed 0 square feet 0 % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? N Yes ❑ No Proposed addition is not impacting any wetlands or associated buffers. b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) No. c. If yes, please submit the following with this application: 1. A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. Wetlands are delineated on the site plans enclosed. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria) 3 Subdivision Plat Application 10. AREA DISTURBED DURING CONSTRUCTION: 2,500 SQ. FT. * *Projects disturbing more than one (1) 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 (1) acre require a permit from the Vermont Department of Environmental Conservation. 11. COST ESTIMATES a. Building (including interior renovations): $ 1,000,000. b. Landscaping: $ 17,500. In accordance with Zoning Regulations. Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) 12. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): 600 average daily trips b. A.M. Peak hour for entire property (in and out): 74 vph in, 10 vph out c. P.M. Peak hour for entire property (In and out): 14 vph in, 67 vph out 13. PEAK HOURS OF OPERATION: 7 : 0 0 a . m . - 11: 0 0 p.m. 14. PEAK DAYS OF OPERATION: Monday - Frida 15. ESTIMATED PROJECT COMPLETION DATE: 2/1/2009 4 Subdivision Plat Application 16. PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. You may attach on a separate sheet. North, East & West - Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 South - Interstate 89 - Northbound. R.O.W. VTRANS - State of Vermont 17. 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 submitting the application (see Exhibit A). Enclosed. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. d4�� lereG�1?011' SIGNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER Robert Bouchard ►:u Do not write below this line 9 Subdivision Plat Application DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: L� Complete ,, n ❑ Incom of Plan i oning or Designee I Dat Bond No.105111218 KNOW ALL MEN BY THESE PRESENTS THAT, PIZZAGALLI PROPERTIES, LLC of P. O. Box 2009, South Burlington, VT 05407-2009, hereinafter called Principal, and TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, a corporation organized under the laws of the State of Connecticut, with its branch office located at 350 Granite Street, Suite 1201, Braintree, MA 02184, are held and firmly bound unto CITY OF SOUTH BURLINGTON, VERMONT, c/o the Department of Planning & Zoning, 575 Dorset Street, South Burlington, VT 05403 as Obligee, in the sum of Seventeen -Thousand -Seventeen Dollars ($17,017.00); 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 an MRI Addition per Final Site Plat Application #SD-08-40 for Mountain View Office Park Lot 4 Site Development for 192 Tilley Drive under Site Plan Review procedures of the Obligee's Department of Planning & Zoning Cc . WHEREAS, bond is required for to assure that the landscaping has of survival. I NOW, THEREFORE, the condition of this obligation is such that if sa es in accordance with the requirements of the aforementioned Site Plat, then thi_ ___�___.. _.._.. __ �... .... to remain in full force and effect for a period of three years from 29 September, 2008. SIGNED, sealed, and dated this 29th day of September, 2008. Witness: PIZZAGALLI PROPERTIES, LLC /1 (Seal) By: I Z_,17� 4VELERS CASUALTY AND SURETY COMPANY OF AMERICA (Seal) R. C./fiulette'Atlorney-in-Fact WARNING )S POWER OF ATTORNEY IS INVALID WITH AA► POWER OF ATTORNEY TRAVELERS J Farmington Casualty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Seaboard Surety Company St. Paul Fire and Marine Insurance Company Attorney -In Fact No. 219232 RF- ORDER St. Paul Guardian Insurance Company St. Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company Certificate No. 002223254 KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, that St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota, that Farmington Casualty Company, Travelers Casualty and Surety Company, and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut, that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint L. F. Hackett, R. C. Hulette, Susan H. Roop, L. S. Hackett, Edward L. Austin III, Michael T. Walsh, and Lorraine Cofran of the City of South Burlington , State of Vermont , their true and lawful Attorneys) -in -Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. 22nd IN WITNISWHEREOF, the Comp a igave caused this instrument to be signed and their corporate seals to be hereto affixed, this e ruary U day of M Farmington Casualty Company C �, A+/r y St. Paul Guardian Insurance Company Fidelity and Guaranty)nsurance Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company �Paa, f pItPORATfi Q pPORAT.. �� n �', ��� MIL 951 a m .SEAL o o�.SBA� W o ! o ry . tir d >` OFbIEN �[ANCF fS . ANC fr•....... ,,a �1 'Ma 1 row � A�dr State of Connecticut City of Hartford ss. By: Georg Thompson, cnior 'ice Prsldcnt On this the 22nd day of February 2008 before me personally appeared George W. Thompson, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. p,T1 In Witness Whereof, I hereunto set my hand and official seal.�piM My Commission expires the 30th day of June, 2011. Ate* tG # V\ant C. Marie C. Tetreault, Notary Public 58440-5-07 Printed in U.S.A. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED WARNII POWER OF ATTORNEY IS INVALID WITHOUT THE ,BORDER This Power of Attorney is granted under and by the a�HIS ority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kori M. Johanson, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Sun�pmpan} t ?.mericaivd United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Powe Uo eyec ted bytsa�td')C`ompanies, which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and th said Companies this 29th day of September �o 08 ""per h ',. Kori M. Johans Assistant Secretary pASUq V t'� SIYlETy FIRE wN INf 'ILI EiV Aq pt NH1 Y.(NCry E y,* .d/r"."\ �O� �6 'i!' [1 b�jj WCORPORAT vS 4 Z �IEpRPOgA�Fs P� PORgT''P,i °� 9� �/ tld� o '� 1977 g FD 1927 g � � �: — •m i;•`O�` - e.°1 � wwr�. s•wrzrrroro.t� % • t br �a F �1 °n E ' o W 3� 1886 S E p L i#o� �a SBiiL,;D.t �, coNN. e° �@, 11 a l F IvE'N �'""'^wa�,no f3�. A»r,,i tr...'.. �d b( F� • �� '/yY) Attu To verify the authenticity of this Power of Attorney, call 1-800-421-3880 or contact us at www.travelersbond.com. Please refer to the Attomey-In-Fact number, the above -named individuals and the details of the bond to which the power is attached. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER 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 TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, a corporation organized under the laws of the State of Connecticut, with its branch office located at 300 Crown Colony Drive, Quincy, MA 02169, 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 Fifty -Six -Thousand -One -Hundred Dollars ($56,100.00); 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 building per Final Site Plat Application #SD-06-11 for Mountain View Office Park Lot 4 Site Development for 192 Tilley Drive under Site Plan Review procedures of the Obligee's Department of Planning & Zoning Commission; and, WHEREAS, a bond is required for street trees to assure that the landscaping has taken root and has a good chance of surviving for said Site Plat. NOW, THEREFORE, the condition of this obligation is such that if said street trees have taken root and are surviving in accordance with the aforementioned Site Plat, then this obligation shall be void; otherwise to remain in full force and effect for a period of three years from 5 September, 2006. SIGNED, sealed, and dated this 1st day of September, 2006. Witne PIZZAGALLI PROPERTIES, LLC (Seal) By. _— Witness: TRAVELERS CASUALTY A D SURE Y'C MPANY OF AMERICA c� `' (Seal) By. ° Y Susan H. Roop, Attorney -in -Fact WARNI► )HIS POWER OF ATTORNEY IS INVALID WITHOUT THE P—JORDER STPAUL POWER OF ATTORNEY TRAVELERS Farmington Casualty Company St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casualty and Surety Company Seaboard Surety Company Travelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company Attorney -In Fact No. 213658 Certificate No. 000352518 KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, that St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota, that Farmington Casualty Company, Travelers Casualty and Surety Company, and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut, that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, And that Fidelity and Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint L. F. Hackett, R. C. Hulette, Susan H. Roop, L. S. Hackett, and Edward L. Austin III of the City of South Burlington , State of Vermont _ , their true and lawful Attomey(s)-in-Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Compoaoees have caused this instrument to be signed and their corporate seals to be hereto affixed, this day of January 22 Farmington Casualty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Seaboard Surety Company St. Paul Fire and Marine Insurance Company 17th St. Paul Guardian Insurance Company St. Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company GA6UA � r<r�rJ, FARE 4 �N �N + 1NS tr A ' r llL ax,uv ��w y ♦ ....... SG p1. ..... VqS JP� NOa ,qR SUAtIp pEVTYA� � ♦ i' G * �4 � �P r�p11PORA)9�i QVJ.: ., 4c o L9 [� CQ Q G u 1982Ss o �92 z �� fy Z. pPRRA f+ t a HARTFDRD, t j'twRTFOPb Ike `<� uc CONN. ro IFNfiW n„„ e�N�c tiw. AM� lg ....rd L1 Fpa r 1�� � AtN� State of Connecticut City of Hartford ss. By: G rge W ompson%rVic resident On this the 17th day of January 2006 , before me personally appeared George W. Thompson, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. G•T� In Witness Whereof, I hereunto set my hand and official seal.Ar TAA My Commission expires the 30th day of June, 2006. AUBL Marie C. Tetreault, Notary Pnblk 58440-9-05 Printed in U.S.A. 8 WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER D WITHOUT THE This Power of Attorney is granted under and by the atthority of the following resolutions adopted by the Boards of )irectors of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kori M. Johanson, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 1st day of September 2006 Kori M. Johans Assistant Secretary pASU,� �' StY�fly F\FEa4W�, C-�fSEA (f.2-0, NJ.......(jo"s�` SAL:r conN. o .x....y ash js ....'a t �N 1�tiy AM�Sc To verify the authenticity of this Power of Attorney, call 1-800-421-3880 or contact us at www.stpaultravelersbond.com. Please refer to the Attorney -In -Fact number, the above -named individuals and the details of the bond to which the power is attached. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE SE Group Planning & Design 131 Church Street, Burlington, Vermont STATEMENT OF PROBABLE COST Project Name Mountain View Business Park Lot 4-ADDITION Drawing Referenced: L 1.1 - Planting Plan Date Prepared: August 5, 2008 Date of Prices: August-08 Project Status: Revisions: Sheet I of 1 KEY ITEM QUANTITY UNIT UNIT COST SUB TOTAL REMARKS TREES AC Serviceberry 15 EA. $425.00 $6,375.00 2 1/2-3" Cal. AF Red/Silver Maple 2 EA. $540.00 $1,080.00 2 1/2-3" Cal. AS Sugar Maple 2 EA. $570.00 $1,140.00 2 1/2-3" Cal. PG -a White Spruce 10 EA. $295.00 $2,950.00 6-8' PG-b White Spruce 9 EA. $450.00 $4,050.00 8-10' Sub -Total: $15,595.00 SHRUBS EA Compact Burning Bush 15 EA. $70.00 $1,050.00 24-30" Sub -Total: $1,050.00 TRANSPLANTED PLANT MATERIAL Trees 1 EA. $300.00 $300.00 Transplanted w/ tree spade. Shrubs 5 EA. $25.00 $125.00 Transplanted Sub -Total: $425.00 Total: $17,070.00 NOTE: EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING, OR SURVEYORS TAPE TO PREVENT FUTURE GIRDLING. SURROUNDING SOIL SHOULD NOT EXCEED 80 % COMPACTION, DRAINAGE WILL BE REQUIRED IF COMPACTED SOILS ARE PRESENT 12" X 1 1/2" NYLON/COTTON WEAVE - TIES WITH 3/4" GROMMETS 1/8" 7 X 7 STEEL CABLE FASTENED — W/ (2) ZINC PLATED CABLE CLAMPS. COVER GUYS W/3' OF 3/8" DIA. SUP PLASTIC TUBING. TURNBUCKLE, EYE 6 EYE, ZINC PLATED, 10 51W OPEN LENGTH, 31W THREAD DIA. INSTALL W/ TURNBUCKLE IN OPEN POSITION. TEMPORARY WATERING BASIN (3) DUCKBILL TYPE ANCHORS BREAK APART EDGE OF EXCAVATION - W/ SHOVEL AND BLEND PLANT MIX W/ EXISTING SOIL TO PROVIDE TRANSITION TO UNDISTURBED GRADE. UNDISTURBED GRADE: ESCAVATE ONLY TO SPECIFIED PLANTING DEPTH TO ENSURE STABLE BASE A EVERGREEN PLANTING -- SCALE 1/4" - 1'A" r. SHRUB PLANTING V SCALE: 1/2" = V-0" xe fi PLANT SPACING PLANTCENTER PLANT ROW ALL EQUAL OR AS SHOWN ON PLANTING PLAN 3PACIN09' ROW'A' NUMBER OF PLANTSRO. R. S'O.c. sI.w D.DI P O.O. or o.C. 41.52' 2I1 0.R7 o.12 w o.c. 2e.ar 0.15 2f O.C. 20.M' O.xt No7E. ouArmTr of sHRues ANO sPACINc AS NOTED IN FLAMING SCHEDULE. FINISH GRADE MULCH, AS SPECIFIED SHRUB ROOTBALL PLANTING MIX AS SPECIFIED SUB GRADE MOUNTAIN VIEW BUSINESS PARK LOT 4 NOTE: EXAMINE ENTIRE TREE AND REMOVE ADDITION ALL NURSERY TAGS, ROPE, STRING, OR South Burlington, Vermont SURVEYORS TAPE TO PREVENT FUTURE GIRDLING. — TOP OF ROOTBALL TO BE PLACED AT SAME LEVEL THAT IT WAS SURROUNDING SOIL SHOULD NOT GROWN IN NURSERY. SLIGHT EXCEED 80%COMPACTION, DRAINAGE ROOT FLARE SHOULD BE EVIDENT. WILL BE REQUIRED IF COMPACTED ROOT FLARE SHOULD BE AT OR SOILS ARE PRESENT SLIGHTLY ABOVE FINISHED TOP OF ROOTBALL TO BE PLACED AT GRADE NYLON WEBBING SAME LEVEL THAT IT WAS GROWN IN NURSERTY. SLIGHT ROOT FLARE SHOULD — 2" WELL COMPOSTED BARK MULCH BE EVIDENT. ROOT FLARE SHOULD BE AT FASTEN WIRE BELOW POINT OF OR SLIGHTLY ABOVE FINISHED GRADE. 131 C H URCH STREET B R VT 05401 — CUT AND REMOVE BURLAP MAJOR BRANCHING OR TO MAJOR U L I N c T O N, FROM ROOTBALL OUTSIDETRUNK 2" WELL COMPOSTED BARK MULCH TEL 802.862.0098 — PLANT MIX 2 " HARDWOOD STAKES. ALIGN 2.865,240 W.—DSEGROUP4 CON "3 PARTS NATIVE SOIL STAKES PARALLEL W/ ROAD/ WALKS CUT AND REMOVE BURLAP FROM ROOTBALL e 1 PART WELL COMPOSTED OR PARALLEL W/ DIRECTION OF COW MANURE PREVAILING WIND. RE DETAIL EIL2.0 PLANT MIX ALL STAKES TO BE CONSISTENT. - 3 PARTS NATIVE SOIL — FINISH GRADE TEMPORARY WATERING BASIN - 1 PART WELL COMPOSTED COW MANURE — FILTER FABRIC FINISH GRADE BREAK APART EDGE OF EXCAVATION — GRAVEL W/ SHOVEL AND BLEND PLANT MIX 1'-O' _ FILTER FABRIC W/ EXISTING SOIL TO PROVIDE GRAVEL — 4" PERFORATED PIPE WHERE TRANSITION TO UNDISTURBED GRADE 4" PERFORATED PIPE WHERE APPLICABLE. PERFORATIONS --_-III III 11 III APPLICABLE. PERFORATIONS r1 ('C LAID DOWN UNDER DRAIN. UNDISTURBED GRADE LAID DOWN UNDER DRAIN EXCAVATE ONLY TO SPECIFIED - AS RE0'D I.-E.p i z z a g a l l i PLANTING DEPTH TO ENSURE - 1'- - 'N v • a a . s 1 • • , I t a STABLE BASE 1'- I Developer 50 Joy Drive TREE PLANTING 50"" 802.651A3 5051°' Q -r vrrtrr.-,yA� SCALE I/4"=V-0" T— Plnr-ir�,Nx� 180' ALIGN STAKES PARALLEL W/ ROAD OR WALKS 180' EDGE OF WALK OR CURB A. TREE STAKING ALONG ROAD OR WALKS DIRECTION OF PREVAILING WIND I ALIGN STAKES PARALLEL W/ DIRECTION OF PREVAILING WIND. ALL STAKES TO BE CONSISTENT. B. TREE STAKING IN OPEN SPACES O 120" 120" 3" CALIPER TREES OR LARGER - ALIGN 2 STAKES PARALLEL 120• W/ ROAD OR WALKS O 0 /— EDGE OF WALK OR CURB C. TREE GUYING jn� TREE STAKING LAYOUT \V� NO SCALE p-sto e.dwg Scale: AS NOTED Data: 08.05.08 Drown By: MKW CMcked By: MKW T& PLANTING DETAILS Sheet Number: L2.1 Project N—W, 05237 Fib: L2.1 - Planerp DetaER.dwy r WN WE southburlinoon PLANNING & ZONING July 25, 2008 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Re: Site Plan Application #SP-08-66 Dear Bob: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer on July 25, 2008 (effective July 25, 2008). Please note the conditions of approval including that a zoning permit must be obtained within si) months. If you have any questions, please contact me. Sinc rely, Betsy McDonough Brown Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com Site Plan Application Permit Number SP- 0?> - 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 802-660-6805; Fax 802-660-6868 2. LOCATION OF LAST RECORDED DEED (Book and page #): Book 681 Page 736 3. APPLICANT (Name, mailing address, phone and fax #): Pizzagalli Properties, LLC 50 Joy Drive, South Burlington, VT 05403 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 50 Joy Drive, South Burlington, VT 05403 Tel 802-660-6805• Fax 802-660-6868 a. Contact e-mail address: Bbouchard@pizzagalliproperties . com 5. PROJECT STREET ADDRESS: 192 Tilley Drive 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 0860-RR750 7. PROJECT DESCRIPTION a. General project description: A two-story, 52, 250 rentable square foot, medical office building with 244 parking spaces on 14.43 acres. r,�rGQ Sl�oS uR Mf Site Plan Application b. Existing Uses on Property (including description and size of each separate use): A two-story, 52,250 rentable square foot medical office building. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Changes to the site plan included installing an 8' high chain link fence around the chiller on the south side of the site and removing plantings from the cano]2y island at the main entrance on the buildin 's north side. d. Total building square footage on property (proposed buildings and existing buildings to remain):52,250 rentable square feet, 54,000 gross square feet existing. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): 28 1 . Two floors f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees & company vehicles (existing and proposed, note office versus non - office employees): 200 employees h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): This site plan request is to add a black vinyl coated chain link fence around the chiller on the south side of the building and to remove plantings from the canopy is1 -tired in �ro„r � the building en tie north s�Q ter. 8. LOT COVERAGE Total Parcel Size: 628, 571 Sq. Ft. a. Building: Existing 4 .6 % Proposed 4 •6 % / / 2 8, 7 5 0 _sq. ft. 28,750 sq.ft. No changes are proposed. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 19.5 % / 122,403 sq. ft. Proposed 19. 5 % / 122,403 sq. ft. No changes are proposed. c. Front yard (along each street) Existing 0 % / o sq. ft. Proposed o % 0 sq. ft. I% 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): $ 2,000 chain link fence b. Landscaping: $ 3, 000 Pavers to be installed in canopy island. c. Other site improvements (please list with cost): 10. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): 600 average daily trips b. A.M. Peak hour for entire property (in and out): 74 vph in, 10 vph out c. P.M. Peak hour for entire property (In and out): 14 vph in, 67 vph out 11. PEAK HOURS OF OPERATION: 8 :00 a.m. - 5 : 00 p.m. 12. PEAK DAYS OF OPERATION: Monday - Frida 13. ESTIMATED PROJECT COMPLETION DATE: 7/31/08 14. ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) North, East & West - Pizzagalli Properties, LLC, 50 Joy Drive, South Burlington, VT 05403 South - Interstate 89 R.O.W. VTRANS - State of Vermont 3 Site Plan Application 15. 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). Three (3) sets of Record Drawings (As-Builts) dated 12/06/05 Revised 7/11/08 and Landscaping Plans dated 12/29/05 Revised 5/22/08 enclosed. 4 Site Plan Application I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line Robert Bouchard PRINT NAME DATE OF SUBMISSION: REVIEW AUTHORITY: ❑ Development Review Board 4� Administrative Officer I have reviewed this site plan application and find it to be: -�? Complete ❑ Incomplete WWl� Zoning or Designee 5 PIZZAGALLI PROPERTIES, LLC MOUNTAIN VIEW OFFICE PARK LOT 4 SITE DEVELOPMENT DONALD L. HAMLIN CONSULTING ENGINEERS, INC. 136 Pearl Street, Essex Junction Vermont 05452 LEGEND ¢ <tx®IHAiION vaE FJ GTCN MSiN ¢ Pp+ER Pot[ �.i MYORAHT (i TEt[PNpIE POLE .- GAtt VALK r. LwHi � nOWTwtINc HELL O —T rOLE %C' SENER CLEANOUT '� W�� RGT' NATURAL W VALK SHals x's" NATuaAL GS nETER {7f 1v CONIFEROUS TREE v SIGN �„! DeclDwDs TREE v HAIL BDx M —� EDGE a HWO� EDGE K HETLAMDS TL/.G PALE caNTQ,R LINE fJ cwr nE rwurzNr PROPER.. LINE x IROEI rIPE POUND —W— HATER LINE G SVRVEY STA— S— SANITARY SFNER LINE 9 S[HER FHNNOLE —D— STORn 9EHER 4Nf DRAINAGE nANN0.E —D� NATURAL GAS LIME 2 TREfHQJE nAN t —T— UNDERGROUND TELEPHONE O ELECTRKAL nANN0.F —E— UNDERGROUND ELECTRIGL CURS STOP —C_ UNDERGROND CABLE T.— SHEET INDEX I OVERALL 51TE PLAN 2 SITE PLAN 3 SITE PLAN 4 STORMWATER POND ttl 5 5TORMWATER POND #2 6 EROSION PREVENTION 4 SEDIMENT CONTROL PLAN 7 LIGHTING PLAN 8 SITE 4 EROSION CONTROL DETAILS q WATER, SEWER, 4 DRAINAGE DETAILS 10 TECHNICAL SPECIFICATIONS II TECHNICAL SPECIFICATIONS 12 TECHNICAL SPECIFICATIONS RECEIVED, JUL 18 1008 City of So. Burlington RECORD DRAWING DECEMBER 2005 LAST REVISED. 071111-08 -_ _ _p INDIi9 I! R 2FP SPACE Ai LOy � IM, . V- �1.. ARCHAEOLOGICALLY SENSITIVE ARFA VT-CN-�WI BUFFER ZONE, ^ I I `Q \�� �K INSTCO STRFENCAttp1ND BVFFER ZONE , I , i , I i , - — i SNOH STORAGE ' I � _ ___ _ T AREA -_ ------------------- 91 •tea � �; -M, f r - r r I e � '( I I r I \ - n - %- � It ; -- - - ' _ T I � - '+i'•+E%1STING " • •' •' 1 BITUMIN�IrS (qN_� �. � \ - _-- ___-- _ .-� ! 1 , NETL�3 _/r` , I t¢ I t ST— MTER PAID RI SEE SHEET DUSTING CLASS 0 w,1x ! " �' yp • 1\ e .. .. ✓�NETlANDS � _i1 pr-r > ,°% �9 _. _. _ i-.-.'.�+.. SJ ¢ - 1 ` `� J I PROPOSED -� ♦ w - ^. w rt+..® / �pt19TING CLA33 111 `• w 't 1 'r'F ,, + ^. .. .. .. r i ✓ NETLANd! �/S U,�:%i d` 1 fi .A"TY,CrsTsUARND_;� -^I _ �A� Wtr / PDZAWLLI PROPERTIES, VI..IQ ^ MTN. ER OFFICE PARK ` LOf 4 CSTREET •IV), H.$ ACRES 1 .. - ' w yi •( _ .... / ,'I,I, PIZZAGALLI PROPERTIES, LLC -4.SVl- 1- c) ARK 'Q QFUTURE _CONPIECTION j Q II TO LOT6 PROJECT STATISTICS Im A .wr�l AvH.0 ■ of It Lm z ••/ 1 •oB.w s of : .•,F LOT 912E =.a -A WILDING COVERAGE O.K 4.6 ]O.O O.00 OA 30.0 PARKRL P DRIVE COVERAGE SIDEHALK COVERAGE 2.06 O.OT NA 0.6 0.15 0.00 O.A 0.0 TOTAL —ERAGE 2AI M.6 S 0 0.15 0.R W.0 ZONING p9TRKT. —TRIAL R OPEN SPACE P IaT a PROVIDVEE D. 2M IFSPACE5 NOTE. I. TOPOGRAPHY ON LOTS A AND 9 1S BASED p TOPOGRAPHIC SURVEYS PERFORMED IN 20J5 By DMN LP L. 14 t 114 CON9ULT04 ENGINEERS, INC. RECORD TOPOGRAPHY HAS PERFORMED ON INOy0] AND Y2/0'1/OI. 2. TILLET DRIVE LRILT' LOCATIONS SHOHN ON THIS I—N ARE BASED ON A PLAN DITRLED TILLEY II SUBDIVt—, ROA y P VIEW, SHEET >n, DATED Oi/26/0/ AND LAST REVISED O M, PREPARED BY DCNALD L HAMLIN CONSULTING ENGNIEERS, INC. !. EEEVATI ARE BASED ON USGS DATLRI TAKEN FROM A BENCHMARK AT THE NORTHNEST CORNER OF THE NEH ENGLAIV TELEPHONE PROPERTY LOCATED ACROSS INTERSTATE 09 FROM THE T— PROPERTY. BENCHMARK ELEVATION HAS OBTAINED FROM FRED KOERNER, P.E., BORLINGTON, VERlNMT. A. ALL HATER LINE AND RELATED HORIC TO BE PERFORMED RI ACCq f—F WTH THE cerw. ro _ ` _ � 5\ __yw G � � i, � .. AREA STORAGE _- _ Q - 1 i i .. .. 1 \ i . __ _- _ GHN111,•�NEEHE S9TMWR1 2 _FO W9TRKTURE INT_1011 ,1I, _•...\ % I If. ko \1 u: T, o It r, •^ � 1, ETBACK r _ 1 ���STING\ •' ttLLLAAA 09 � _ SS 111 / \ HE'fLANDS • ' '' '- Thy.,,,_ R,..�. `�_ • HETLANDS 1 \ /.' .- _ _-_ M..� rf 6q - .. __ -'_ , NEH 3TORfvJATER "IF SEE SHEET 5 40 O 40 80 1 20 RECORD DRAWING ;;.::,� � I EDESTAT f/-% % l •HIT PEDESTA SIGN WITH GROUND IGNT TOM tt15T LED _ \ NEW S•'INV. ELEV-SM.W ,. t p$Oi TO P—,.E / NATIMTIGNT CQYIECT EXISTING PIPE AT ELEV. 31T.0 _ / REPIOVE EXISTING END fAP' / _ \ • \ �t¢ RATCN _mT THRUST BLOCK 7 CONNECT \ yjf" PAVEt1EM �iTO EXISTING YUTEQ SERVICE "zzzezzzz; "bJ' SDRSS PVC / I 1 \ REITOVE EXISTING END fvnP \� / TO pE ED / RE I 1 THRUST BLOCK AND CCgqJJNECT �"''' I / / •z � y/ I . TO EXISTING WATERAERVICE '� � �' RECIOJMSTI ED $ E —Ix/ �• 1 / J / ` _ SEE SEWER I TKRI� II I I I 1 cL V xrw D.I. RErlove exl _T — FIAER SERVICE PVC MPE_ \' _ S� NEW p• INV.-3 T" END SECTION l"-- V.ST04 V K tP BOMB PVC TO pE REt10VED 1 RESET — ,, I l I l {�'{�' / � � � —®- � / / c• . ws• sows Pvc \ � \ � 11 ,1 ! \\ NEW c• x mr sows Pvc / ►A // s-o.aoTT rr.iPT. \ ��\ \ FT� I 11 1 / / / i 1 I I. v A• I I J � I l l l / � .fiii � x.' vFr ix <:!•tt .. .. � �� E.. a�� xx+: !�, ...$; . X..+�';�L I \ 1 pRECTxRUL r Cl 52 D.I. SERVICE I ._..—.. slKe RACK ' I / " / PROPOSED BUILDING 27.106 S.F. - IR / F.F. ELEV.>a345.0 I 1 20 0 20 40 GO \/ NEW n' E sr NDPE_/ � 5-0.0202 FfJFi. _ j 1 DRAINAGE INFORMATION NEW ®s12 NFW CBv9 n-u4.> 15' INV. OUT•!'J9.> am-3A4.52 5• INV. IN-ni•t4e 5• INV. OVT•)39.90 NEM CBMIO NEW CBIII! Rln-9N.!! M• INV. IN-lSE.'A alYl-i44.21 K' INV. p/T•3pA9 N' RN. OVi•l3D.L0 NEW CHIIII NEH STI'{ML RIM-.5 15• INV. IN5 .> Rln-i1>.01 IY INV. IN-341.K 12' INV.3NIN I - q' INV. OUT•i39.K m IY INV. OUT-341.11 NEH CBi14 Rln-]M.ba IY INV. OUr-'J41.K l 1w r r \\ I \ z \ \ I 1 I 1\ I I I + / / NEW \HDPE / _/ I/�YO.000A Ffl�y/ R15TALL RKUUTMM ! BETWEEN WATER 1 DTORn PIPES I NEW 24' WIDE I ITUMINOUS CONCRETE 1 ACCESS DRIVE \ / I I 1 NDTE: \ I \ POND CONTOURS BELOW WATER SURFACE ARE ! \ BASED ON THE ORIGINAL DESIGN AND FIELD OBSERVATIONS AND ARE \ \ \ 1 APORO%IMATE. \ \ \ \ -------- —�\ \ 1 _ .--_.------------------ `i''-------— — — — — — — — — — — — — — ———— — — — — — — — — — — — — — �\ \\ \ \ \ -- ---------- — — \ \ \ \ NEwsTn++s\ 1 1 �TN BEENNaA•EGRATE \ \ m — \ \ I \ \\\ \\\ \\\ \\ /' — -- --- s' -- `\`\ \\\ \ \\ \\ \\\ wERF1aW l�pT°NWAT 111 \\ \1 iXA- cuRB \\\ \\ `/// �— _ \_ _\= NEN TYPE 1 1 1 STONE PAD # �MEW�CCWC\\ 11 1 E✓•1A i .R'c. \ \\� \\—�------� `�� 1 I o I // 1 / \ 1 I 1 a N NEW rt• dsE NDPE I f.._.... \�_____________�s______ B.o.oa��°" STORM PIPES\`—_--------_J3] \ \\\ // / // I I SJB_--_ ------—a1o_�— — c•iNvsss. / / // / / / I / /so.EW oa"oF�rE v _ \ I \ ETWE . NSULAM WATERM \ I \ — _ \ / / / / / / NEW s7nN.2 mSOLID co� `Taac.' s«A \\ \\ \ �/ / / / / / / Ew • . sa soRss bvc I \/ % , 9AN11NDUS PAVEnENT NEW L• CL 52 D.I. 1 I I WATER SERVICE. NEW mlN / NEW 1 I I i -RUSALLTEND NDox ^ / ! E D.I54.-1 II • � 1 j I � � •1 I \\�� POND #1 SITE PLAN \\ P . as \ 2-i/2' DIAnETER HOLE {• pyC tLLED M END CAP POND OUTLET AT PIPE INVERT 7d•J�PL`It�II� CHANNEL NORTN POND #1 OVERFLOW DETAIL (STMN#3) SECTION B—B NTS - FERTILIZE, L wERFLw ELEV.-iiq.0(D) NIGH WATER ELEV.-SSD.!! AQUATIC BENCH AQUATIC BENCW Ad NIDTH VARIES WIDTH VARIES NJRMAL WATER ELEV .53cA ,p{ L- z:. : n (NN) S:1 CNN MN. AMl CHANNEL PROTECTION BtANCET, OR APPROVED EQUAL P300 M. (n"Z') CUT EIATERIAL, C ACTED IN L' LIFTS TO A DENS TTT OF q OF MAXIYER'I DRY OENSTTT, USING THE STANDARD PROCTOR TEST, PER ASTM D- . CUY—TERIAL MY BE OMTTED IF CONTRACTOR PROVIDES APPROPRIATE SQL TESTS DEMNSTRATWG THAT IXESTING DQLS ARE SUITABLE N FOR USE AS POD BASE, AS CONFIRMED ST THE DESIGN ENGINEER IN WRITING. TYPICAL POND #TIsCROSS SECTION RECORD DRAWING DRAINAGE INFORMATION NEW —1 NEW STrDW2 RITt-DIRln-No.O M. W. Qrt-SM.55 G' 1W OUT. 0 Yl' NN. WT-S•N.O NEW cea NEW ST RIn-SU.II RRt-i3D.!/ K' RN. IN-S9D.d ([BSI) D' RN. M-MW.2 K' IN,. IN-S30II STnN11T) IY MN. OVT-SiA.I p' W. Q T-SS].N. MEN ST FMT RD1-H3.]9 D' MV. IN-SS9.DL K' DN. OR-Si9.T1 NEW 5T R—.. 12• W IN-Dq.55 it-51 (CBrtS) EP RN. (CBRI4) v W. OUT—., NEW ®.. RE1-D ^ p' INV. 24 iN-95T.19 CBAS) RN. IN-T-7 (CB12) 2A• INV. oDr-ss].sq 1 I CI 1- PROTECTION NORTH AMERICAN GI TOPSOIL - FERTI—E, E, SEED, 4 —LCN OVER— ELEV.•S39.S(D) NK.{I WATER ELEV.•lSD.gS TIC BENCH l VARIES NOFS'IAL WATER ELEV,334.45 (HN) SDI [H V 3,1 (NN) ISH (N•V MIN. MIN. LEV •1305 ,,.. CHANNEL PROTERION BUNNET,_. TN AN GREEN P900 OR APPROVED [DUAL TYPICAL POND #2 CROSS SECTION NTS Q' CnINN'NIn) CLAT MATERIAL, COI-IPACTED IN b' LIFTS TO A DENSITY OF a OF MAXNIUFI MT DENSITY, USING THE STANDARD PROCTOR TEST, PER ASTM D-b'N. CUT -,ATER— MAT BE OMITTED IF CONTRACTOR PROVIDES APPROPRIATE SOIL TTWAT EXISTING SOILS ARE SUITABLE FOR USE AS POND BASE, AS COFIF.—ED BY THE DESIGN ENGINEER IN WRITING. --- + \I no 1 / 1 1 *y \ ` 1 V 1 NEW ST'M BEE -HIVE F E 1 GRATE POND #2 OVERFLOW DETAIL (5TMH#5) SECTION B-B NTS \ 1 \\ \Pw— \\ L° �E`w \ FOND OUTLET AT PIPE RNERT \ \\ 1, POND #1 ORIFICE DETAIL \\ \ 1 \ FFrs \ 1 \ \ \ POND #2 OUTLET DETAIL (=H#4Z SECTION A -A NTS I�TTPE`\\\ NEN/ST,_ �T IWE►AD \ O✓ERFLOW SPILLWAY NEW TYPE IOVERFLOW 1 \r \\ \ 4 SEENIVE �E 4-GRATE 14'x 264'HDPE��` 5-0.0056 FT./FT. \a / �---------- JJSa�` �` \\ L SOLID COVER-, M.-asp.6. \\ SDRsS PVC 1 I NPOND OTE,HATER \\\\ \\ \®�'.__AFEE BASED GI DBSERVATONS AND ARE APPROXIMATE. I I I ! POND #2 SITE PLAN l l 1 I I 1 1 1 1 I \ = of NNo. 7201 jw, - --RECORD DRAWING DRAINAGE INFORMATION NEW CBnO NREn STMHa4 Im-34.1 33v.v4 INV. IN-33D.73 b' INV. IN•536.45 24' INV. ODT-i3D.bD leIHJ. OVT•335.55 NEN STMH •1 NEH STI'Wll�i RIM-345.LD RIM-3'L'Yv 14' N•3i1.D3 Yl' IHJ. N-335.52 24' NV. OUi-33].]3 IT' INV. OUT-335 L2 TIE CONTRACTOR 5LL HOT— 'VIG5AFE AT . .. . .— — WARNING' 44-7233 PRIOR TO ANY EXCAVATION CONSTRt ---- — — — — AT LOCATIONS Gn - BE I. E IMMEDIATE IN VNDERGROUND PIPING SYSTEMS OR TSOF PsA4� -— 1— OF UNDERGROUND UTILTIE5, AT IImcE rRos.om STABLItEOTENTRANCE •..lEWION-- 'T`':FA- �AD . — ----- —iL AND 0W=L0H I SPILV"Y T ME P6HD AS SE.1—TATION BASH DURING CONTTRL Tl �T LIMITS STONE OUTLET PAD AT STONE ECr, AND WE.�,SNLLHAT NO 0,.,T• D, -------- --- �z� —Z7.-�-.- t� � ' 7 -'�- ' .41, ------------------- STABI CONS smow STORAGE"' '.,E Me DIET I - ----- ------ ------------------ No. -__ - ------------------------------ ....... FENCE ---------------- STORAGE sNoK -------------- --------- . kA X POND AS SEDIVI SEDIVI A gs w MAKIN. a, C) 0 EROSION MN INSET coln"L lo m SM \ i i THE ��T SHALL RiENT EROSION CONTROL �S IN ACCORDANCE W THIS AO' PLAN AND THIE FOR —L — AND SEDIMENT —R 4 F�ING CONSTRUCTION ITES.' m APPROVED F�. AT LTIITS OF DIST�g THE CONTRACTOR SHALL 1-11MMIZE THE LI T!I AND DURATION OF DIIT—E. THE AREA OF DISTWBANCE AT ANY ONE TIME SHALL BE S ACRES. ALL ER 15 MAY 1): MERS S"ALJ_ BE PROTECTED AND PRORTPiLY STABILIZED AS SOON AS POSSIEr NITHIN 4B HOURS. SLOPES SHALL BE TRICKED HITH �T—T— E01II—M "'NE —LT WE CONTRACTORSHALL CONFORMTO INCONSTRUCT REOI)IRITIENTS THAT OLITL IN WE 'VE� STANDARDS AND SPKIFI�ATIONIS FOP. EROSION T WE TRACKS C CATE GROOVES PERPENMI&AR TO THE SLOPE "�T �_ 4 CONT_- STABIL—TION MEASURES, SIXW AS 1'EJLCN OR MATTING, SHALL M UTILIZED WERE FINAL �DES HAVE NOT BEEN REAIED AND THE � HILL NOT BE ACTIVELY HITHIN I PRIOR TO OCTOBER 5 ft DAYS. ..W." . —5 OF THE ESTARL—ONT Of FINAL GRADES, NSTURBED SNOW STORAGE AREAS SHALL be TOPSOILED, SEEDED, AND MULCHED AS APPROPRIATE, 1. INSTALL ALL STRUCTURAL EROSION CONTROL MEASURES (SILT FENCE, BERMS, 5, Eb, MDNIENTATIOH BASINS, GEOTEX ILES, STONE "A-1 ETC")' DISTURBED A ON THE SITE SHALL BE STABILIZED PRIOR TO OCTOSER S. MF� 2. STABILIZE DISTURBED AREAS THAT WILL NOT BE DISTURBED ♦AND MULCHING OPERATIONS SHALL BE —El BY IS TO —E VEGETATIVE BET.EEN _O-R . AND — 1. 'PN.As� .1♦ Di EL �ER PPM TO (XTOBER R. ANY SOIL DISTLE BElKi5ew MToMR, IS AND IPST— STONE PADS IN ALIL ��)Ok STAGING AREAS. INSTALL �T BE AIIWORiZED ei� THE � DEPARTMENT OF EWIRON CONSERVATION AND S. P R�D IN �E KITH THE APPRDVEV KINTEJ� EROSION -- F� �D L"TS OF STAGING AREAS. PPASE I PREVENTON AN MENT � PLAN. sHALEI, DITCHES m OTHER EPSC NEASI,RES, Kl� HELL-ESTA ISHeD VEGETATIVE COVER BY OCTOBER SMALL BE R_SIIcTUN ENCE, WE OWER OR AiiWORIZED REPRESENTATIVE SHALL IW�� EROSION CONTROL STABILIZED WITH STONE, OR A DOODLE APVL�TION OF ME DETAILAT If iH 11I UTILIZED, IT SHALL BE TRACKED IN OR --RED IN EVENT MULCH. FOTN NETTING IN OPEN AREAS SMT TO KIND DISRUPTION. I, LEAST � EVERY SEVEN �ENOAR DATS, M HITHIN 24 HOURS AFTER � --- ---- RESULTS 1. THE DISCHARGE OF STORK RUNOFF � THE SITE, A NRMEN REPORT OF ALL INSPECTIONS SHALL BE MAINTAINED AND KEPT ON -SITE AT ALL TRI 5. ANY BETWEEN OCTOBER IS AND �T I REOI'lRED I�AiNT� AND/OR REPAIR 01` EROSION � �FS SHALL ME 1.DISTLIRBED AREAS � BE STABI—ED MING T� PERFORMED WITHIN . HOURS. 0• E5 AT THE -D OF EW.W —DAT, .1W THE FOLLON.- EPSC ALI_ TEMPORARY EROSION �ROL DEVICES SHALL �N IN PLACE UNTIL VEGETATIVE EXCEPTIONS A. if NO PRECIPITATION HITHN 21 HOURS IS — AND WORK ' COVER HAS MEN ESTABLISHED ON THE SITE IN THE APPLICABLE AREA. WILL � IN WE SAME DISTI.IRSED AREA NITHfN 24 HOURS, THE MD"�.NG OP EROSION CONTROL SHALL BE AS B. DAILY STABILIZATION IS NOT NOCESSARY. DI.WRMD A THAT COLLECT AND RETAIN R�F, SUCH AS 1. ERECT EROSION FENCING. AND INSTALL APPROVED �WtXTION FENCE AT THE HOI05E F�ATIOH5 OR OPEN UTILITY TRENCHES, REQUIRE —1. OF D CONSTRUCT AND M MAINTAIN WE STABILIZED �TIBXTION ENTRANCE, 2. WILT 5TABIL"TiON AT THE END OF HE— OONSTRIXT AND NTAIk CONST tXTION STAGING AREA AND T� � ROADS. RSP�IONS SHALL M PERFORMED FOlk ALL ACTIVE CDNSTF�104 4- �TRXICT STORI'iKATER PONDS FM ME AS TEMPORARY SWIMERTATION BASINS DURING (..E DIST.I AREAS). A WRITTEN R%ORD 01' E-H 0 LNTIL � V� � ARE �ETED. � OUTLET PIPE 11 TION'SHALL M=NTAINED AND BE AVAILABLE tJPON REUtiEST. D 1, MEEKLY RiSF`WTI� � BE PfRFOR11ED FOR ALL AREAS WICK HAVE POND UNTIL VEGETATIVE � HAS MIEN ESTABLISHED N AREAS DRAINING TO THE — MEN TEMPORARILY STABILIZED, 54� ARE NO LONGER CONSIDERED AS I M UNTIL N-E � BiIRrACX5 ARE �ED. REMOVE SED� � POND WEN ACTIVE SOIL DISTURBANCE AREAS. A NRITTEN �D OF EACH OR AS DIRECTED BY THE ENGINEER.INSPECTION �T BE MAINTAINED AND Be AVAILABLE UPON REQUEST. DEPTH REACHES EROSION CONTR0. FENCE, 6_ 6. CONS�T DIVERSION AND DRA,NA,1E DITCHES HIT" "e� PAMS AS APPROPRIATE. A. ADDITIONAIL OF ALL fl— SHALL be �D SEE DETAIL BEGIN STRIPPING AND STOCKPILING � TOPSOIL ON THESITE. INSTALL EROSION CONTROL TO FORE�STED PAIN, KS, OR SPRING MELTING. A KRITTEN FENCING ARDJND DONWILL IN OF PILE. SEED AND lk PILE IF NOT TO BE RECORD OF EA4" INSPE�IONI SHALL Be MINTARED AND BE AVAILABLE FOR � THAN 7 DATS. o T. INSTALL STORTI DRAINAGE UTILITIES. INSTALL INLET AND OUTLET PROTECTION AS S. UPON REST. FILED DOW GRADIENT OF DIST.IRSED AREA. SNOW APPROPRIATE. SNOW SHOIILD ii. �ET —ING OF INTE. T=4 SEED, AND IH ALL AREAS TO BE SEEDED AS STORAGE AREAS ARE Rl—ED ON WE PLANS. NO — SHALL BE PE"i RAD,N'l OF WE AREA5. DISPOSED OF IN SEDIMENTATION OR STORJlNATER BASINS. AFTER EACH SOON! AS �T.,XTION TS r, SNOW BE REM STRUCTURAL � RESEED ALL SEEDED ARJEAS W� HAVE NOT GER1101ATED HITHIN TNV HEMS. _ES TO ALLOH FM RE4ULAR INSPECTION AND E. 4. TEIRY 5TAEItLIZ TION MEA I—L DENATERING NOTES:A Y AT TWO TRIES WE REGULAR RATE. AB. 5ECME �" KITH NETTING, TRACKING, OR OTHER APPROVED I'LA HATER � TRENCHES AND EXCAVATIONS SHALL BE DISPOSED OF IN � A �R AS IN AREAS WERE FINISHED �ADES HAVE BEEN REACHED —14 SEE DETA MILL NOT _M IN-1,,RY TO PUBLIC HEALTH TO �K OR PRIVATE PROPERTY, NOR TO WORK �El OR IN PROGRESS, NOR TO SURFACE OF HIGHKAYS, NOR �E M N ADVANCE OF IA5TED RAIN, THAHS, OR SPRING INT—ERENCE HIT" THE ME OF SAIlE BY THE mL I-. N DO NOT APPLY MULCH OVER, MORE THAN ONE WN OF SNON M 0 <E. � SHOK OR ICE �T BE RE�Eti PRIOR TO WE ALLOIJSTORAGE NO SILTY, — m Tli"ID HATER F� TRENCHES AND/OE EXCAVATION125, SHALL BE ED To =GE DIRECTLY To A S��Wr INSTALLATION m MULCH. OR NATURAL DRAINAGE COARSE LEADING TO A STREAM. HATER �L EITHER A TERY L STONE STABILIZATION, 10-20 FEET HIM, IN AREAS WERE DER, �TRIXTION, SEDIKENT TION BASIN OR INTO A D�TERING� DRGE AREA �ROtIHDED BT EROSION BiIlLDl== E TRAFFIC IS ANTICIPATED; SUCH AS -ND AFTER FLAY I CONTROL '�E, AS APPR�EJD BY THE ENGINEER. ---- -- WERE IT IS DETERnRIED THAT THE DIEKATERING OPERATIONS CREATES OR IS LIKELY TO CONSTRUCT _ ER, -- ---- CREATE TR C=� TH HTR�TOR WILL M RfOiIIRED TO Wtit REPAIR ALL � M", AS NECESSARY. DETAIN THE TR� EAM �DITI V ATION AND PERMANENT EPSC MEASURES AS �VATIONI ER IN TE11PORARY SEDIMENTATION BASINS, EMPLOY D`T�m i. -1 ME M DIRT �S.' WE SOO4 AS POSSIBLE. ------ ----- - --- -- --------- Olit AN ALTERNATE METNOD A-EPTABLE TO THE ENGINEER WERE DEKATERING SHALL BE SAMPLED OPERATIONS RESULT IN A NARGE F� WE SITE, THE DISCHARGE .......... AND TESTED FOR TURBIDITY IN ACCORDANCE WITH WE APPROIED DATE BY MONITORING PLAN _ F"SO AQDEOFE�IFA�JPX ----------------- sfcw&wcK --- --- LiPomCONSTRUCTIONb�kl_i_ Tf Y ENTATION! BASINS AND DATE REMSON at 04LET PRoTwT OF BERT EDREvrEASI SHALL TO ORIGINAL —DITIONS. DATE RIMSEN I—— -A By ME DETAIL (TYP - — ---- * :,i EDEMA ER -------------- ___ --- DATE BY ----------- 4�- ------- DAIE BY 159f INSET DATE fff _'L ( ------- - - OR A=lEM.F== AT -Ts OF OLaGVS DPI( E__ .4 DETAIL WENT V, PIZZA GALLI PROPERTIES, LLC OX 2009 --------- STONE, OVT14ALL P.O. B AND OVERFLOW WILL MAT SOUTH BURLINGTON, VERMONT 05403 ME PC;4D AS SEDIMENTATION PROJECT TIRE BASIN �mm c;oH.TRMT MOUNTAIN VIEW OFFICE PARK & LOT 4 SITE DEVELOPMENT Mww Tuff - --------- --- - f EPSC PLAN ------- --- OF '14� FOR WINTER CONSTRUCTION ---------- - MW18FD Anald L. 0�226 H .Q 07 A _7 De* jw 40 o 40 50 120 D, Fk jPK Conszdling 41 chw jw Engineers, Inc. Dimim R GORD DRA Y6 'YrsH j7_1 IN 6A THE CONTRACTOR 5-1 NOTIFY •DIGSAFC AT _ - _ - - - -LOC .344.7233 PRIOR TO ANY [%GAVATION _•` `\.• I AT LOCATION5 _CM MAYBE IN THE I V""O"'E VICINITY Of _- _ N ERGROUND UTILITIES. 1 00, ov AI OW 0W70 _ - - j J 0?)1 00' Oyi 007 07 OAI 0.0 0,01 0 OW 00, / p 0'6� m 0 � 001 oo O43 DLb oa J3 1 007 041 0 am ` 0 0 B00 DOD ao:©w ao���OQy•Li 0. OK:/OIN 401 1 als �1...0,0 aol J,71 LS o02 u 4n 00D UO.CryL� J Oo0 Ool Oa• U." Op,LFT 01 /a\nol 4% of of aUI VG o:m ON ale o ' • ; « Om 001 *;IJotaol oot 001 00l ooi Oo+ :�L��JON ool ~ pl o •07 0.03 Oa 0,07 On 0.4 pi1 0.i3 0' Oot o.Vl 0.6 a' _ - i o.mj0ol O.a OM o1 p 1 Or 00l Ool7aol K7 D7 a0 OA7 o `eC�ooz OD Oa 0a5 0.07 0is cD t oil 009 09 0o+ 00l Om 000 Om 00( 401 001 Oa7 A7 Do oot OC/.tlm Oq) oos 0s Om am Oa} ool as oD3`YS�0 0. 09 01 u}O o7o i i 60 all ow o. 00+ 0.01 0�17 900 7 \ om Dol oodo�o3+ am ooslaos oal o�om aos aos a as aG(jm oa6G`0r aoe Dag Dlo au 1 s7` o oil ov osz ov �it y Dlo aft ov '1 001 000 0.6 001 DUI OoY yd+ 00.j05.007 0m Om 017 010 oil 011010 009 Op 0'17 07 075 0.H OJO 0 E '\� 0�.p\07U 037 06/ 0 }7,° 055 OI 003 a01 0.01 oAi 000 • -Om 001 001 001 Om PiJ Dm o10J�I 4ia o D 1 Gll �" (n. 0 L0 4k oy 01" }t T,11 D.?1 oil Dil 1 f I11} 4a em Dot ao1 00l 001 4oD // _�'--------- Om um 011 O 1 am Qm am a+o L'p 0; OS� ay{ I ° {e { I�S7 ryS6Il oS0� a s 0�1 19 t�/ ¢+I 03r�0 -D\\\� OJI ass o 1 �•'S 067 CIO Oa Oo? 0.01 001 ao11 Om `ua 001 001 QOt o01.+or 0.17 i3 ^�CC" m( if I IkkI a51 6f1 0k OOt At 154 lh lu to iJl, IkkOe ONO- .� <0 O.ls Om as 0.0t OAl aol � l \ •� ' ` Dao oal D01 Dot ow as A09 07U S5 OS 151 1♦A� 1 i 13e 1!1 t6 1.6}.1 e59 ikf11(9 13!7�1.YJ S2S2l $ill 511 1�<11� Af o-lb�: , ' Om 00 D01 00i Oct oos 0 ,'om Ots Lb Sit S.10 /b 1S1.1Dl � A7 tA111l!0,11 ]1 6�` ".k 610 I%-Iu. I ozz%o.• o e oss I � •z o�ta,e�rfoa om am tote Om 0 00l 001 tot 007 0.03 O.W D0 023 zie1 i.le, 6 1 I 1 x1 Jb SO 110I/Sly1 L 7 252 LSO 0 0 0.22 9i6► l aR ' ,O15 Di4 00] 0.0.1 aa7 0.01 � � _ _ - - - aa0 0W 0a 001 Doi am 0D3 00!' De] Oq a 71e 1t6 1n�-6 . i p 057 0 ... .. • i♦♦ � 015 0.a D.m O.m 0.0 . NEw POLE F�UNTE. Om O.m 0.01 001 002 O.m 001 oil 010 01e 0 .1'i6 Itto 1 9 a71 01 1 �1 off OBI g 117 Ob ^/6 047 I• LIGHT FIMRE, TTP. \6,.\ ♦ {� 63 \ ±1 it O.m 0.m 0.01 tol ( }1 - - - Oo0 Ool 40+ 001 oat 001 Om n1�Otl \C Q!f0� QW.O�ke� QA tb. of Q lA} 1ll 3f� LH aW 17 1e31 I,tA� 1♦11 t.131 1.eW O0}': tff�t� },6� l��tt]i�y { <0, SJ8 1.53 ♦`- 0.12 0,04 Ool tot 0:m f 0; 0.01 P01 0.02 OQ) Oo5 am O.i 0 Obts�•n a]D 0.i6 0.67 0.k Qb 0 aA 013 111 IA1 111 1.R 1.7 IN Ile t& III Olt 013 11D 131 ).r11 3 14 0• Q. 0.66 0'N 15 0.01 0.03 Q01 001 0.00 7 /, D.01 OAI A0+ Om as OOB 0V O15 •5 lA¢V 0�1 n4b''.A ath 1e13 1`1 1S 0IA o 113 Ih 113 1b7, 1ll 111 A i1 tSl 0 0.07 a 1 O.m aa1Qm 001 O:a QOI to, Om O03 006 013 0Jr Q6. 1•10 jp 1. 1k III ro Odr q k ISI Ott t o �.6 1�057 o.sl 060 0 D 1 ob i6 on 1 om 0.03 Q02 0.0 0.01 1 7 ! 7i \ oal oo e D Ik �I1 S1IaFl�la a D oia eis al ak asifl +.ii i Doe ow l} owaol ! 001 Vol am A011 O26 Ot} nm On S 0.71 I. 061 0.{I 1 p0 4�11 010 0.1 016 019 OSS O.A d 1\OIo Om O.m 0.02 oil \� ± 001'00? oa O.m 011 0.10 0�4 0 - tl Ott 17U 097.0.s1 Ot/ 062 i 3A:a 07 D.07 0.0/ 0(`.�\OIt OU I8 0.+k Q¢k� '{" oN ON D.m Om Qa p'o1 Oo1 Dal OOd OIB 0:8/Od7 0 1 OOQ OS 0 ' s 0.11 Doe 0A 1 IS O.ai 0.06 O qH DU I tfb 7.L l7Ay:4 DW 0.ot aol e a' 9 0_ 002 am 0m 0m U.76 Q66 0M 0 1 0 015 2 L ]J oil 0� 01 BO 7 . . . . , . r 1 om Dot 007 Dot 1 .. oD7 OAJ O.W Olt 0.11/0 I ' ..a.SYJ.N 60 oos o03 001 1 OA2 0oJ am DyL oil 0' I Y sl i 1 1 a 1, I Du om aas o.m oa 1 - • Om OlU 007 016 5 /A7 Om Qm trro7}9i• [ ' • } t ti O.m O.m 0.01 NEW Pout i Qa na nm 001 F aOTOrRE. T1T. \ • OM on3 107 0.18 11 66 D e `� a otg3 eis R {ta alr a3o` 'ore oa CO2 o:a fot . _ . . 112 OZO om Dl 1 1 lil 1-s th z ' � PIFOI I � - Ob nO1,;' yS S6 •. SJ9 x�6 / 111'I.. I otl a05 0.. oat a. am 0.0 om o a l4So� til�z91 . si D }� o `a 2St to6 �111 Da aas ao2 Dot a _ OA1 0.03 010 0 4 t 'tat 7 6 L59 1. 1 N -0 ;mYry- •z o.ir is 0.n o• {l11 "7 p ,.{li i „ qi6 to7 003 0.m 9.ol 0,01 001 003 01/ I } }� tii 1 1 12 \ Ou 0z 1 aiq '. OAt 0,07 004 007 001 9.01 } 010 001 OJ6 t 6. ` #37 4 _ _ ID�oi9 ]�s001 D.o1 too Dot 0.01 aol 002 094 Oda I id 0.06 Om ' ' , 'TTP"D O.i i1 1 o.to o"DI oll aot 0l1 Dot 0:61 oo} 01+ 01n -��{ � ' ,.w Of0 - - - - O.i6 oit m 0.01 002 0.07 0.01 O:a 00' Om Om 017 "( ' t�IfTq� ma's 11 • ,'t' "' 1 _ 1, i - 6�0 0.45 4m 0.07 0.01 0.a 0. 0I OI 012 j " i) JO 7 0 0m em 002 aol to, 1 00 0! om 0.1z 59 k: / Imm PIOLE Plawam �6 7a $ 012 Qls O01 002 all 0.01 0,07 0.m OOSAt 2 � 0OU9 4 6iRR 00+DOm / 091 0O'i)1 00.700 D ,,.Q^^^.,"44tiuu01it•�Y�0 I 4 pA'7 6 00..m07 0.4 01 0.07 OO.0al 01 0.m Om dOl -t).00 Om 004 ok' 0.12 Om 06 to 001 OA2 0.m 070 1ti ,0 f p� 1�51 OW 0 0.19 013 O.P 0®00] 007 Om OUT Oa 00] Om Offm tl St 17g 1. {AI x k 0.1J 0.m Om O.fR ,•• 001"OA2 am 079 1 0 W DEA R o16 n16 D 1 1tt In T„ 19 18 .17 6 O{t1�7 O2 x 7 x ii IS )9e t,0#lD. �l��e`:�L 116016 0.0 0m or ` oat 0.07 001 64 01 _ IIf 135 n1 I {J ll as 0 I 0 ]1 I♦� zy4�1�0 I ♦1 0. a fh� a�t6�a]FE a 1 xl��'1f 1 �1 `�a;E"6 t� I_DlR .0A9y�tO a o.ol o.M noz = - Olt 0.07 Ool 000 026 b ®�iSf z�+ I© ii. t� a olyl "G 110+ 5+iU6 �.y1a� ISo r(� afl o a� Olo � oil IOtl 1 0 't 4'Iklk7 1A> 1M L� Iij sls'It♦(-L9l p♦♦D�7�-913 19 4� o.M ao1 ao1 oot as 0.19 124 '.:iSp '07 zil {#o i A a`ll OS6 0'i/ ak 116 1b IS9 xf10 .lit lit 1.11 111 1S9 110 018 0�9 132 IN1� } 1�21.27 1� lk A I. <;(j 1.Se }i9' /.0 -O 0.� 0.01 a01 QOt ool 62 Om Om OD 01�&VXJIl 1115 256 Zia 117 412 ak lit Ik 115 112 if7 III 1111 1.10 211 - 1 t xe z r 7"� o. 6om a01 n0'1 { 001 a`o1 Dm Ga au D 9 a aS L46 it a t t ii, k ib {� ' I It Sa 911 S'i e 2 11 a oil D.al o.a ao7 •` r 0.01 QOl OOt Om 0A6 015 633 1� ill -. 7 Il .. S 1 e o!1 13 I Se V} 23s iSt7� a o:al,oe D.a o02 w \� •, C 0.11 001 001 O0t 00. 00/ 0.0] 075 0.D 7 ^lm Ito 0.9 sad[ Al 101 1 0. t304 1 Q. oie lit T i L 6A'( T�3 pAf 0i0 oyl 003 a 4 00 OAI 001 001 005 010 016 Otl O+e OIS OlO�.tJ-0.65 ode 0.05 02J O.IS 0.16 016 u 1.00'' 3 tJ1 a �a,1 091 1b 1 9.' a4t 7.YO: a[ t.0i Its,6 1 \ a.% 0. 0..03 0..02 ... 001 Oa Om O.m 000 001 006 Om Om 007 O1Dm O(m O09 QOE�006-ool,ait ox o �' "" "' a{ am\A,D16 oo7 0.61 0,q 0A po9 aaz Ol7 0;j 013 Dos Ob Om Om 0m 003' 001C�116 at+Oo 2]'0406J - Is Qae to i i 0.a Ool 40+ ool oa 4�+ �7 0o? 002 Om 002 002 002 003 Il 1 00e a+s 0•!1 031 41} 01 0i0 0, O.p oil 0:6 �' 70i7 n05 oos om Oa 001 001 oOl Oa 001 Ool OAI 40I 001 0m Om 06 O.a Om 0.10 0,1 6, OIJ 0,10 0'.1 OU Oil ON Q17 0.12 0.1 0.7 0.16 016 019 1.10 1'� 019 64 O.ol om am 0.0l � ....... 0 xy%01 0 0.6 Om 001 0.0.-31 to, O001 Oa Om Om m a 1 mmmm 0,001 Om Om 0.01 001 4.01 001 0.01 Q01 Om OR to? am OOJ Om 0.03 0.0 O.aDO] 00! 003 ON OQ0P0.m a0Q01 o1\ " 0.01 `�\ - C I ..JJ v l.. V ,•� NEW FODTIJR� TYEP LIG C _ I \ - - - - - IF- ' 40 O 40 80 120 RECORD DRAWING 1 I.FITI - STATI TI t PARKING I IMllJ•MTS I14,XIIM1 a 59 a AvEI-OI II f< AVERAGC A6 ft UHIfp611TT RATIO. N NEW POLE FgUNTED LI - RUUD MA ml-M ITS w, METAL HALIDE, TD' M TING HEIGHT ,Ak XEW WILDING l'WMTED LIGHT - RWD EI• t7-D N N, METAL HALIDE, ID' 1101MTING HEIGHT NEN G0.URD LIGHT - RWD IIGtl3-D 90 N, METAL HALIDE SLOPE INSTALLATION -VARI , SEE BITIMRKAIS MN. BASE CLURSf SRfiLME SEE LIME SEED,4, 1'M.CN TKK�COAT A5PHIALT DETAIL TYPE N BITNWNW" :O�Q. _.. CONCRETE BASE C9URSE !.1 ("V) NRRAFI SOAe TEXTILE FIBRIL MINFXA9 .. _ _ _ ..... I'D.. t! OVERR2_AP R1Y ED STONE BfD -I'll NIXED GRAVEL tRRAFI B00% (VAT SPEC K)OI.OS Tie) FofEXTRE FABRIC MINITXAI t4' OVERLAP DENSE GRADED CRUSUED STONE — SPEC K)O .) I/4' RADIU i'i' RADIUS HATCH EXISTING T I/2' RADIUS FINISH GRAD REVEAL 3,6D0 PSI CLASS IS CdICRETE CURB F �11 I. CURBING SHALL BE CONSTRUCTED IN IV SECTIONS WITH 1/5' JOINTS BETWEEN 'A. 'L SECTIONS. I ei sy 2. EXPANSION JOINTS SHALL BE CONSTRUCTED EVERT ]LSE HITH I/4' THICK PREFORMED EXPANSION JOINT FILLER MATERIAL GQ/FORHING TO AASHTO DESIGNATION M-Fi33. `\ 3. CURB REVEAL AT DRIVEWAYS SHALT. BE 1-I/2' MAX. \CONCRETE CURB, 4. CURB REVEAL AT ALL HANDICAP ACCESSES STALL BE A FIAXIPl OF I/4'. S.ALL RADII LESS THAN 200' SHALL BE FORMED USING FLEXIBLE FORMS. SEE DETAIL TYPICAL CONCRETE CURB TYPICAL CONCRETE CURB NTS TAPER DETAIL NTS 0 THICK ! EPO F51 wO1H As BRDon FINISH HMH TROM—D f�GREtE WALK D AGGREGATE SNIFACING CODES. SIGHT CN PLANS ON ALL RATPS. 4' TOPSOIL -FERTILIZE LME, SEED, E 5 . V4' PER MOT L• L• FLANT MIXED GRAva (vAor sPEc nw.os rBW) tlorra• VH' PREFORMED JOINT FILLER SHALL SE CAST IN EXPANSION JOINTS E 0p FEET. FALSE JOINTS SHALL BE PIACFD EVERY 5 fEET. PUNT NIXED GRAVCL 'JI.fYASE SHALL BE fQY TED TO nBR OP THE I'IAYnIUH DRY DBLAIIY LISNNG TIE STANDARD PROCTOR TEST, AEf.ORDING TO ASm DLM. TYPICAL CONCRETE SIDEWALK NTS I-Vr TTFE IN -— ELT EXISTING BITIR9— CONONETE CONCRETE NEARING (d1RX F.G. TO PAVING. IliS STALL x T110R000Ilr u.uKm cwTED wTH nPE n w5 co BHULSMIED ASMNALT. .AS REQUIREDRE. TO HATCH DOSTING BITATINWS CONCRETE ,NDH GRAVL I RB.ASE NOTD ALL BACKFRl TO BE TNptCINIKT COMPACTED IN Y LIFTS TO A DENSITY aF %J OF THE MAXMTES DRY GNENaA_ USING ATHEST STANDARD PROCTOR TEST, AccawprG To Asm Dwl. TYPICAL PAVEMENT MATCHING DETAIHTS _ .1.!Y•L�i_ • AIR:: �L���.���1._ tic=. STABILIZED ENTRANCE TO BE CONSTRUCTED AT LOCATIONS SHOVN ON PLAN. CR05HED STONE SIZE TO BE V. THE ENTRANCE SHALL BE HAINTAINED IN A C OTNN MHICN HILL PREVENT TRACKING OR FLCVN OF 5EDINfHT ONTO PUSLIC ALL DI A AY5. PERICENC TOP DRESSING HIT" ADDITIONAL STONE HAY BE REGIIIRED TO ACCEPTABLY LTAN THE ENTRANCE ROAD. SEDRtENT SPILLED, DROPPED, OP HASHED ONTO PUBLIC ROADS HOST BE RfHOJED—EDIATEY. EN NECESSARY, THE HHEEL5 OF VEHICLES DOTING THE SITE SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A POSLIC RWDHA.Y. ALL SEDIMENT SHALL BE PREVENTED FROH ENTERING ANY 5TORH DRAIN OR HATERCCIMSE. PRE-HEAMERED AL FENCE POST SECTKJN b• SECTION •A• O ❑ TOP VIEW OF .Y)ININC- FEN TION NTS FREiEATIERED aR EIETAL FENCE W,r pRECTXJN OF SEE TOP VIER FOR ATTAMIENT OP JOIN SECTK.H� aF FENCf TTt. COMPACT SOIL SECTION 'A' 3E<TIp1 b' BACKPILL -- SIDE VIE1J NTS MIRAFI EM _ENCE OR APPROVED EOVAL I. 5N.T FENCE SLID. BE INSPECTED AT LEAST ONCE VERY B-IN CALENDAR DAYS Q wTNN 24 HIWRS AFTER AfT F.MN EVENT MMO. RESLLTS IN A DISCHARGE F THE SITE. 3. ACCUHA.ATED SEDRTOIT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF L' OR GREATER. S. REPAIR DAMAGED PORTICHS OP FF — AS NEEDED. romQ3rz -1a1 • r f•ncm lzfw !,�® s roue. -I zsa.r G' I I SM I.0 W.lM J.9'II ON LIs sorLes rTX>o. (I.JS STAH:S r[X SD. .1 NI rr tNnsdn m[n Ac ortwW NotE Amncen Green DOT w tSystem®RED wpleLwmn l.v„gII A-d tk :Ploree eots. 'ri3'ISc�Ii.3<M--•II- Q S-^jf'--2—IS-.12.xM JI iWw Ivro.r,I .2m � w"•^"�'� 1. PREPARE SOIL BEFORE INSTALLING BLANKETS. INCLUDING ANY NECESSARY APPLICATION OF LIME. FERTILIZER. AND SEED. NOTE: WHEN USNG CELL-0-SEED 00 NOT SEED PREPARED ARE. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 1-4 T. BEGN AT THE TOP OF THE SLOPE BY ANCNORING THE BLANKET N A 6• (15cm) DEEP % 6- I5cm) WIDE TRENCH WITH APPROXIMATELY 12' 190GmNL2 OF BUNKET E%TENDED BEYONp ME UP -SLOPE PORTION O THE TRENCH. ANCHOR THE BAACKELL AND 1T WIN CDMPAC'A MW OF $T 1NEENPL CS„1AXES AFTER STAPLING. APPLY SEEED TO COMPACTED SOL AND FOLDAPAIFT IN THE BOTTOM OF REMRENCH AINING 12- (]Ocm) • • PORTION OF BLANKET IMCN D SEED AND COMPACTED SDK. SECURE BLANKET OVER COMPACTED SOL WIN A ROW OF STAPLES/SIAKES SPACED APPRO%SAFELY 12- (i .) APAPT ACROSS THE WIDTH OF THE BUNKET. 1 ROLL THE BLANKETS (A) DOWN OR (S.) HDTRZONTALLY ACROSS THE SLOPE, BLANKETS WILL UNROLL WITH APPROPRIATE SIDE 41 • AGAINST THE 50L SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SON SURFACE BY PLACING STARES//SSTAKES INAPPROPRIATE LOCATIONS AS SHOWN N THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM". STAPLES/STANES S"OtKD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO NE MPROPRMFE STAPLE PATTERN. FCA SD. ro. !. THE EDGES OF PARALLEL MARKETS MUST BE STAPLED WITH APPRCOOATELY 2--5- ((xm-12.xm) OVERLAP DEPENDING i.ai'FMarER SO tNI ON BLANKET TYPE. TO ENSURE PROPER SENT AIGHMENT. PUCE THE EDGE OF THE OVERAPPNG BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WIN THE COLORED SEAM SPTCA7ON THE PREVIDUSLY INSTALLED BUNKET. GOT "'M`ei'B P'cK "• ' ucA d IIR GREEN celP.e 5. CONGSECUINE BANKEIS SMICED DOWN THE SLOPE MUST BE PLACED END OVER END (SRIRNGLE STYLE) WITH AN APPROXIMATE 9' (7.5cn,) OVERLAP. STAPLE TKOIGH OVERLAPPED ARE. APPROXIMATELY 12' (=) APART ACROSS ENTIRE BUNKET NON. 1141tlmouy. NORTH U`" •-p0- - NnV wNR NOTE:LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE UNIONS GREATER THAN 6• (1—) MAY BE NECESSARY TO PROPERLY .. AM RICAN """""" SECURE THE BANKETS. GREEN SLOPE STABILIZATION BLANKET DETAIL NTS CHANNEL INSTALLATION I. =WENIMUNG [D%NAV`"Fr[F`�.M��AAf [Fu� O ®`F`Mu0`ST WE iBG�ism"A`WI1N MOlxtl DL WL •r.J ne..IYwN ® •r.s•Ixr-Iz.SW `!` tmW `e.AXLTKT FNNDW^�ivrm(,x"y o7Its.nl •IM 4 � :MAY S�oO�M u fi[ K w IDro.2SM m I K•t,sn rzu m n;2"mn i`nm I Ar" nE N'N.ZInI ! • • x.nhan. R wa.�w•c.Kv''�",w ' rr �I O W.zs.l _ _AD, .' t,EH I .RwP :wII of W" 4As[ctilrt leulmwen A w[IIVP.� M A mKE rtaK Or e . ( ", .W :• Dk I .is ,i M`DE" N NX,Io+co KIIII A Roe r .FLa s„AL MP.o ,LL. • • 3.J'(I.O.y -s'4KfL"„ x m1 KNfl (e w n'tte I "W hr) M E F "�smc`x"R`ON`i, ZO�IFwcE`P (`NAVE N • • • • ""^""Lvr.«1°"`Nn•:T.nE a<aI Mm a " FroT t..,o �Nm ..'I mN IrsE • .—NE. A.NAw r °Oiww a.t 'me: L.n TII a%TnE`eIw`IiEL ANEvcua ...I oKw,ny Ir tw..1 .wA, . Ai' Ins•`-i �E.' c�x.i eI "11O1DF.om. .Iu lalKn nMT. suHwo. WIN !.)S STAPa VHe •A.AO. A 5G� Nen H.5 SiIMa ML Sp. N fa N�Aep "aF tK IyNPnN ." RaV[ v[m RAMS IN Knssw m HaHnv An[ LTAP . cm..m m Tsrnlm.W FINA nlyMNv.'m wwgx rY d tK YELLOW PdoIKA Aw. u ��I rn .tom E..,„,.�_E.�_ �.�f `{G\.V/--GF/J• AMERICAN�R1 GREEN TYPICAL CATCH BASIN INLET PROTECTION Nrs RECORD D RAW I N G I FN511 GRADE uNEwAao lu DETECTABLE TAPE OI2 APPROVED OURY r - L' eELaI UNDERGROUND MaKRIc [DUAL, CENTERED OVER 1HE %PE. FINSH GRADEyy. LECT EKCANO -, (� TEA 1ElfCT EKU0' MTERAN N TN ,TONES NO LARGER THAN �;/ p 0 / 4\ GOtWKT IN IR' LIFTS TO A LIF B n OF 45i OF THE !' IN DIACETER. COI'IPKT IN LIFTS TO A DfN>Itt OF • yA If4 '. HAKITIUFI DRT DCNSIn VSNG THC STANGRD PROCTOR TEST, TIE MNIHVI"I DRY pfNSltt USING THE A _.M TO Asm aA> STANDARD PROCTOR TEAT, ACLO . TO ASTt DLa3 A.• !• . %' EKTRUDED __TENES FOAn BACKi41 ABOVE MdAATIW -• .'' TON. UX — LITERS, [ACN I-I/Y TNMx, MTN J NTS STAGGERED. INSTALL .11I11 BE PLACED CAREEVtLY TO AVpD PGA.LTN}I DA1M4E�Y +( FNEREVFR GLLED FOR IN i E PtIN> y' lOR AREAS CN,LNM: FOR INSULATION, G NUE %PE BFDpNG TO !• ABOVE / •.RCMI OF %PE. S"OOTN AREA BEFORE, %KEHENT OF IN>N.AtMT1 � ' J� L' ltt RUSHED STCNE PVC %PEE \.y TYPICAL TRENCH DETAIL PVC GRAVITY SEWER NTS fRM511 LMEGUARD TAK OR APPRo✓FD RI DETCCTABLE UNDERGRE OVER EQUAL., CENTERED OVER THE TWE elRer r - v xLOL1 rIwBN GRADe. • '.T IXC VATED MTERIK ?ONES NO LARGER TNAN '/ A[R. CpTPKT N DEN]In OF MXRTAI DRY DDlsln .E ,TANDARD PROCTOR :coRnNG TO Asm Dw! P' ' A VA , . IES % BELI C IX VATED MTERIAL COTKT IR IY urrs TO A DElbin OF — OF TIE DIET DENSEfY' U.NG THE STANGRD _Tm TEST, ACCORpNG TO Aam v<ro A a' . X' FMRUDED —RINE fONT VILL ABOVE WSUGTION BE PLACSp fMEFLLLT f OID i MATRIN OA4GE�JC, TION. U>C TNO UYERS, LLOI I-U THKK, TN JOINM STAGGERED. —AL HIERNER CALLED FOR N TEE PLANS. 3 FQE AREAS UWNG FOR NSU AT ON ,n00TI AREA , OF I PLKEI'ENT NSNATMM /���{ ML[ %K BEDDING TO !' ABQ•E ....... ..... ..'.'.': .. . TYPICAL TRENCH STORM SFW R DETAIL, F•IDPE RTB e �Es• L TRCMCNES SNALL HEFT OSHA STANDARD, PRNM TO ANY PER>OIdlEl EMERNG A TRENCH. R.A I'IEIITFJIT Q r E — INBULATNJN SHALL F INSTALL[D WH[R[VCR NNIHUH ALL B CAN NOT BE MINTNN_D, NA SPECIFN'1.TIONS. !. 11 WAL ED AT F SNAIL HAVE NO LE55 THAN THREE Cl) BRA59 DOES WaTALLED AT CA[N - TYPICAL TRENCH DETAIL, DUCTILE IRON WATERLINE NTS FINISH GRADE I I�RE'(MK 1 RI• REEAR MRKflt SET PVC NATERtN:HT JUST .ELM flNISN GRADE TN RECKNABLE CAP HIT INTE RNAL rHaE.ns O AILOILOLATKM HTH nAGIETIc Lourpt tl• SOR !S PVC EIBOIi S�DR E PVC SOR !> PIK WT ptON PIPE Pvc PIK TYPICAL EAN OUT fRar e11R.oIlIG ERNCO COIM[CTOR DETAINTS oEND CAP HT. TM FOR I' BALL VALVE ANEa---- �i VALVE BOX SET TO GRADE (]) LI' aOOa WITH OUC LUG9 (LDd1BLE NUTTED) COATED NITN ALL fHTNOS ARE To NAVE J SPHAT SEALANT OR AN < APMtOVED EQUAL UTE VKVf M AFFLUG' R AL UHDS Z OR PPRCVEOTEE EEOu HAHJIANICAL .PINT SLEEVE 1 fOIWWTNM F DUC LU4 BY oruerts 6 (TYPIrx) HATER MIN THRUST -C Y�..„�• . BL6K LI' CRUSHED STONE BEDDNG __NG 3,OJ0 PSI CONCRETE nM. I, THICK FOOTING THRUST [N.00X CL SR —TILE IRON PIK TO BE INSTKLfO hIN4 TNf LONGEST FOSSIBLE LENGTW TO _MICE THE NIRIBER OF JOINT. TYPICAL WATER SERVICE CpNNECTION DETAIL CENTER ONE LENGTN OF PIK OVER SEWER KY HINIFY.T1 WATEI! <R __—SEPARATION gMANCE xPARArKW DnrANCE PARALLEL INSTAI LATION C.ROSSINC-5 WATER - SENFR SEPARATION NOTES EWERS aIIALL BE LAID AT LUST TEN FEET HORRCNTALLY IROI'1 ANY M..TRIG Qt PRCPOSCD NARR MIN. THE DISTANCE SNALL HH,`EABURED [DGE Q %K TO EDGE OF %K. WERE RWRALTIf L qlf TO LEOLEBWLOfR3, QE OTNCR UMISUAL CONDITWIIS, K NTAN TEN FOOT HORIZONTAL SEPARAtKN BETIEEN SWfR AND HATER LINES,, THE LNTCR LINE MY Bf IN A ,EPARATE TRENCH OR ON AN UNDISTURBED EARTH BNELF IN 50— TRCNCN PROVIDED THAT 1NE BOTTOIT OF THE f1ATER LINE IS AT EAST b EKIIES ABOVE TIE TOP OF THE SERER. HIEREVQt ETPOSSIBLC OR IHPRKTCAL TO MINTAIN b RITAIE9 VER — SCPARATION, THE SEWER LINE SHALL BE CONSTRLCTEO TO NORHAL YNTERLINE STANDARD, AND PRCSSURE TESTED TO SO PSI IOR INVTfa _'m TO eACICflLLING. NO LEAFAGE SHALL BE ALLMEO FOR TINS TEST. LBOSS tlG SEWERS CRO>SING HATER FwN> SHAL BE WD BENEATH THE HATER L T. IT LUST b BLE T V TAIL THE 1 IN eETHEFN TIE TW IO TNf SIERE AND THE BOTfOIT CF T11E LNTCR RAIN. WIfN T I, In1499bLE TO HALL N AI la NED S VERTICK SWARATN]N OR HERE TIE SEWER nUST BE WD ABWf THE ENTER MIN. N THE CROSSRI4 SILALL BE ARRANGED SO THAT CNE FULL LENGTH K SEHEIE IS CENTBEED ABOVE CR BELON THE NATERLRE NITN SEFIER JOINTS Aa IAR AS OF - FE fTNA'1 HATER JONTO, R) THE SONCR NK RUST BC COIL>TPoICT[D TO HATER MAN ]TIWDAROS FOR A nINRTAT p]TANCE OF ID FEET PIER SIDE OF THE CRO]SIHG OR A TOTAL Q THREE %K LQIGTNS, HNCNEVER I, GREATER; !) THE SlGTM',W CONTRUCTED TO YMTCR MIN STANDARDS I_ K PRESSURE TESTED TO MNTNN SO P51 FOIL 5 HINJTEa NTHgIT LEAKAGE PRIOR TO BAOKFILLa1G BCYCND CNE FOOT ABOVE THE PIK TO ASSURE NATERTGNTNEM- I) WERE ENTER HNN C TE. S HIDER A SERER, ADEWAR STRVCTURN. 9UPRMT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DHLGE TO TILE ENTER MIN. TYPICAL WATER -SEWER SEPARATION REQUIREMENTS CONCRETE THRUST BLOCK ALL FITTINGS ARE TO NAVE \ I //_ T NIpaTURBED SpL "E LUG• RETAINER GLANDS OR APPRWED EQUAL CORPONATIW STOP ,GTE vALVE v1• CRUStED .TONE eEwl«cJ :G-LUG' RETARE taN. D• THICK t Af•PRwm eauAa TYPICAL END OF LINE PIPE ANCHOR NTs TYPICAL YPICA I(TEE5 AND CAPS TYPICALIIPICAL B ND Il 1�1 r�EloGcoNcu ieeeo MT.A IiO I:EUAN.CCebrolC NI 11rO rR Ixrvc v TIC ToIETwncDNCED_•FCN wneElNc TO rnw. OASYu ON rC>iIMG'R551C b COO Fy AI,O p[uoxc CAICM p lrlOb CODObYAWEt ro0*. SI E fInWG, B• 10' R' N-Ur qt RR-VR' !0 S.0 4.0 c.0 tl' S.O 5.0 a.0 ILA V LA N)A 4A RO.O TEE. OR END UPS 1.0 T.0 b.0 H.O VALVEB R.0 R.0 R.O R.O THRUST BLOCK END AREA SQ. FT. B eRIN - AR A NTS LEBARON LIC— HANNOLE 1 COV[R OR APPPoT/ED fWl>N GRADE, Is• O'c. 000 P91 RVFT, SLOPE I I l,000 PSI CONCRETE I I fw. pA. 1 ... I II L _ _ _ _ _ _ '_ I PROApE SHOOTN TRANSITNJN THROUCwblfi RNETtT CNANN0. s ALL %K CO .TMT15 TO HAN10.E SHALL BE BOORO ANO YUTERTI4NT SANITARY SENER tIANHOLE DETAI NTS UTW Y_ N fRAtC ANO GRATE TO BE LEBAROEI MODEL W-Rtl-R TTK F OR AN APPROVED FOUAL \ / INNlII GRADE I I I I I I NOTG ALL eAEKrILL TO a I I T10ROIXJiY CQPKTED N L' LIfTa TO A DENSIn Or i To$�. Td CF TE FIAKIT'ilE1 DRY DOl• n USING 111E >TANDIUtD I %tOCT— TEST, ITETNOD A, I ACCdtdN4 To NTH DW>. ALL PIK CONNECT— BNALL BE BOOTED AID WATERTIGHT. I 1 I I I ait UST RENfORCED CCNCRE E Gu BASW aR APPROVED I I EQUAL Cl000 PSI <OIKRETlJ. {• L__—_—___—_- LWDSTURBED BOIL CR TNOROLTMLY C AI TEO GRAVEL TYPICAL CATCH BASIN DETAIL Nr> _ HIN. FTN. MH. r TOPSOIL FERTIIQE• LM, BEiD, 11'iALI RI• Mx. J N. TYPICAL GRA55 CHANNEI Ca, .ten • •, n (N•V) BEE RAN HM. p NA4E PIPE NTH END xcrxxl W TYPE I ,TONE FILL AOT SPEC RMI.OL 19TONE FlLl HIHONJ ADr SPEC RTd.OG GEOTEXTILE - TYPICAL STONE PAD DETAIL NTS StORH fNNIOLE FRAnE AND !OVER TO BE IfHARQ1 nODfl NLL-RLL AN APPROVED MRKEQUAL, ED 'STORM fINISH GRADE I I I I NOTE- Al BKKRLL TO BE I I TIOROUGIE.T CO -TEO IN <• LIFTS TO A D TY OF � I 95i OF THE MKIHUt DRY DARO I '` I K¢1VR _ ' "VT_ AfSRRpNG TO A]m OLRO ALL PIK COWEGTIONS BNALL I I BE BOOTED AND WATERTIGHT. I ! I I I PRECAST RENFORCED CCNCRETE I I UTCN eASW Ort APPROVED I fGUAL (AGOG PSI COIICPETE), I L• L_—_______—J UNDISTURBED SOIL �7 OR TUROUGHLY TED GRAVEL TYPICAL STORM MANHOLE DETAIL HT. NOR• ALL —FILL TO BE TNltO1 N-Y CATPACTED N L• LNT• TO A —TY OF 9aY OF THE rNXI_ arANDA DRT DENSIn USING T11E PROCTOR TE>T, HETIOD A, ACF DWG ro Aam - ALL PIPE CONNECTION. SHALL BE BOOTED AND WATERTIGHT. L{{q E1141 � ;ill, No. 7. S. RECORD DRAWING •%:..... urcH BASIN FRAnE AEo GRATE TO BE LEBIJEW n00t1 !LF-Rtl-] TTPE F OR AN APPROVED .]UAL \ / INI>H GRADE PRECAST RDNFORCED CONCRETE UTCN MSNI Oft APPROVED EQ1K (AW PSI CONCRETE). IWpSTURBED SOIL OR TIOII—ILY CQWKTED GRAVEL TYPICAL CATCH BASIN DETAIL owlo Seto mix Fr ben teas NMI b Vrbm nix m describM h aatim 02D20. Seed minix m x fr CM dbh« aW •tamwatr prods NMI b Swats nix m derrlbM N a«tim 0a—,b Smell mix fr slope• steeper that del (H:V) atoll b Catservdkn described h section 02020. SHOP DRAWINGS: TM cwaractr •halt +ubnit •top drauiq'• W Erg:teen Fr mprowl Fa,w fdlauhg llama: Seal mix rmien rmtrol nwtUr,,q, mato— m bilrm'vaus cannW mix«, cenxnt rarreW 'mixes, pr«rot raryrefa rlxr rkgs, 1x, pr«aat cwrrek •WaWrss, catch bmh frarxa and grdea, mmlala (ranee o'd 11 PM m, wlwa oil vdw bx«, ad —t—tik fabrics. Tcant.aclar atoll alw eubnil grMdkn wrwa Fr send, Prot mixed grml, ad donee graded waled •ton. t PERMITSr TM ranVatr stall hwr< M1d ill pampa aril licaxca irate been PERMI! and all rayked («s tow beat pad prior W tM carvtxncement a rock. SoilaTM conW«ts •MI wbmit pralw test rowlW it rtdix mdrcla» and wbbx maerM• W b uaM. TM contraWr shall b rc•pwxibk fa mwidNg cwrtpaclion Wal nwll+. Canpactbn Wut+ •MII b pwiwtrtM d a raW a I mr 50' a ply In lrxh pr lift, ad I per 2,500 +0. ft. a fill rw pr lift. OIOII r_FNFRAI PRD err ner,"r:FHFNr WORK INCLUDED: TN. •sctim pa Whs W C geal contract rey;ranenta whkh t b mat by tM Contr w ad tM proj«t alvnpa toil control atoMrds whkh moat b Kil;sad by tM Cmbvcta. MANAGEMENT OF PROJECT SITE: TM Caarvctar Nall � tat d tits and a h ugrkirg day, tM job Nta Mill be I<Ft h a <andirm saisfalrY b tM E,,kw•r. All arax ad tre'•caaaaY <msbvctian syip—t ad debt» Nall b rentwM (ran lM job NW musk prop«+«. TM fear«W •Intl b n Ilalk, Fa Protectkg ill aietkV stnct"I lak rook <mWletad ur fist two Proj«t d his sun expeme. TM Cmtrafar shill ke all pxcMbx atl Mtkute •ate prasdurea m re ^ece++rY W pro[«t botM1 11(e ant prapertY. An wmric, which 6r'rg its prigr<» r bdre tM r>M acceptor• d [M k t «All ate k by tM Fill kwV i+ Ca4fkatc a Camplstbn, row tow bet da*tawd from mY mm<, shall x removed roil raplacM d tM ewdrxtr'a exvaxe, fa, ben Idm ad mdrbl.. da NMI b «rc;xd en CM art a LM Cmtr«lor W atlas the .sooty dmtwe des• rot sour en priwW praprtY ad [het m link dartoga m powibla i+ dart wit",, carxbvctian amertsrtta. Protadim will b afadM witi—ad! lrtta ad NrubbaV, r«r<• ad wale, roil Mndbr fedora• whoa MJaenc W tIx — I. —Till Cattr«ta » r<spon•ibla fa, a w,l tat tM mdkian a pNvde property r amarlwtt lad• » — to tM <ortdakn _haxi+tM prior W tM cataW«Lien. TM Cmtralw NMI b Md respma;bk fr all donagss rewlthp (ran a Fa;lre W cprrtWY Mth tM _I_ a thi• >«Clan. SURVEY CONTROL PROVIDED: TM Pcgh•r Nall Wake tM Ca<r«tar with control Pohl'. Such a ,i NMI b fat ax tkne mly. Thrsdtr, Irx Cakractar •hill b ra>p>xlbk fa, prolectkg ronWW Po'rka from darapc ad dishd,»n. Stood MdkiaM work b raq,irM by tM EnGiror b rmaWblish control oaks•, M •MII b reimbaxd by tM ircd cbr. Mach mark. will b _bad b/ tM &,,—, MEASUREMENT OF QUANTITIES OF WORK, Unlax dhr ix prwkkd rr N LM paymak clwess a tM Sp«ifkdiwa, tM mKhM a mwwra.tent a tM work atoll b tat date.mkxd by LM Erpktwr r Canstratim Matoper, N tM ca.e of •alF coccus[^ tad Jc axcwalim, atkas dhatu»a profiled fr, the mallad a t a ,yartitiw will raniat a Irma wcrma nxaaeW h tM flKd d Nlervds dctannNad by LM Erphear and cw.tpamtiax a wlratta by Ot< m•tad a overage rat asps. h tM case of watts pad ro- en m rw ben», mleaa a' W, prwdM fr, tM r« b b add fr shill b withh eatoblialtM pro 1imIW, WwlalM wktg field memrerrvt • o'tg fkM Pale INe. Fr tM ce^Wldim a ram tM '%enkrtsta" wan b cart•idaad en aceplabl• .xa,e.tatl a vr«x,m. PROTECTION AND REPAIR OF EXISTING UTILITIES. Whwevr wivarts, sever trakr, madalm, catch bosh <arsetbx, water rrraku, tow clvttbr•, akc4kal cardull•, kkphorte [wduiW, di1kY laden, owaxM Ikre•, a other' railitim re •rtcaunlarM, Uxy •Irali b protactM aN supported by LM Cakracbr, d N+ sun wp•rw, by method• approvM by tM Figher tail tM wca:ation i• b«kfilkd artd tM «»tug failit»s ore mats seers, hjwy W wry ash f«ilium raved by r rawltkg horn lM CanW«far's opero[bx, NMI b rpak^M d tM CenW«lrL «pace Mthh a lNs mr;ad tat will not pkKe m unrweaabk burden m the oars. TM Duerr, E.gkxr ad tM Autarky Itorhq mrge Nall b ranf»d promptly a arty dmvge b Wnti«. Whaxver tM Ergirrr row reyirc, Pima r dhr 'rdrgrarxd •lr«wrw ertcauNSM h axcovdirg r WwKlwg NMI b pertnotaklY supported with vxrodat wppata «ro« «caatim r [troth, r by ditm mKhMa acmptabk W tM Wrpktur. RECONSTRUCTILN MSit NMI OF IXITING UTILITIES: N sae bsra.r rt•cexry, h tits ophion a LM ErS to move r recan.Uact wry watt mph, .leclrkd coduit, WlePwc conduit, wry cartectbrn lherab r wry tpwrtrmt swcturm, u,ark w111 b lax by ant Contr«tar. TM Caarator NMI b raspmmibk rr prwNirp roan b oars hire :tt<rTuptkg •auks. Unle« •ycifkdly proiided for h ate» cawrad, rocasW«lion a LM dil;rm NMI b d tM Catfr«Wr'+ expertx. h ro ca•a NMI tM Caner«tor din mY oast mote, elecWc coduit, telwhm< caduk r my uMaPaed cases, cadu;t• r aW«Lwea, witaut ueitlan peaniasian a tM Ergkxr a mtll tM E.ghrr Is fatlNied that Megvala u'ani'V W tM vet teen been provided. PROTECTION OF WATER SUPPLIES: Wlterevr sawen and ardor ntaia rasa, wn•VaLim shall b dos kt rrudar w;ih LM 'Sever -Water 5•pratbn Details fa Cro«hm' Nwet h tM ApPadix a m tM Par. Whore •e,usn ant rrraler nMn> WII be podia[ W wen dhr, Mere atoll b a mhkruxn wpadim defara a ten (w) feet, mmewed dge a b eda aye. If •«h di.— A, aif i maintakrd, m datemnkad by tM Ergkxer, eta diatace rot b rdacd, rwlrng tM waW' main is N a arils bens r m m wdlKurbed earn >MV IxdM m ax Nile a LM •w,r oil d en slevdion w tM bttwn a the wilt most is d ulmt M inches draw LM tap a tM ows. WORK OVTSIDE RIGHTS-OF-WAT AND EASEMENTS: TM Caner«tar •MII rat, Mthat written cm•ent from LM owns, enfr r rawY will[ men, tads, rtaterbb ur'd�t cask and ypwtaide LM right•-d-way a amarrk IkaW. A copy a lM prwided b CM Dgirr. PROJECT PROGRESS SCriEWLES, Before Nat:g ant u,ark ad frwn tk.x b time dukg iW pr'aPar, m tM E^W'rmr row coyest, tM feNraepr shill wbmk W tM Ergkar a writWn deacriptkn a tM methods M plax b u.e kt dokg the vark orb tM yr lT mWy M htada W take. Wkhh K clay der tM date a •tatktg uark, tM Catlmeier •MII prapae ant wbmit b tM Erglrrr; (a) a ueitten «Mduk fixirq tM data• d whkh add;Nawl trowkg., it sty, will b rag,ked ad; (b) a w:rnten «Med< Fixkg tM rwp«aWa aid« fro tM slat ad rmtpknm a vrian pate a tM wok. Each wch «Md,le shall b abjacl W reWsw ant cFrwgn iron tkn tkvs W tkns drag tM prapaas a tM work. kcludad with tors advb shill b e sakdowt a man11t1Y WIY W a«tktaby cwxtr«Lion costs ad rttalerbls m-NW. woRK TO colfFORdt, Dvrkta lea progn>• atd en k• ca.npletim, at lank •MII orm nt Ikxs, law» ad PMm Ldkdd en tM traukga r oven by thfe iNl't++r ad MMI itW W vent h a thraghry wbNttioi ad u,orkntmlika marry, h :mdmu wan tM W s ob speci(kdiax eat lM d'r«Uwr, g;ven from time W the by tM Fitgl'ar. h ro tens NMI my work h exras a tM rwyire..taa• a tM droukgs ad w«ifadiar be land fa robs rdrM kt Irkhp by CM Erlgkter. PER1111 tt NMI b tM Caaraclar's «epenNbility W obtan ill aspmaf-1, Hale, Caet4xl�i tor w rib a nle fa, m t.irg ti— pmnRe h Fa— dt. T wkgh 6tM kcgth a LM caMat and fr takkp MI r V d albs W oentpty with tM rmtent a tax penniW a'd pwmil• prsviovalY abl.akted fa tM profs[. DUBSVRPACE INFORMATION PROVIDED: Subs Wa Mamo[ion proWdd is b moist lM ca,lr«tr N makkg a Lid. scarf«. NFa..Mia. PrwidM m prL d ux CmWat Docwnena• is rot quralWd b b reprmentdiw ad bidden are eaouragat b take aldtbnd brkpa mbr W b;ddkg. convAcrwN: At six prerratro,eim mtirenm, tM eatW«tr .rMl b< r<yked W wbrnit, h writing, W the Ertgkteer, fa mrova, tM mKfad(s) b b uUlhd W rnsel tM campaUm reyirantwes wntoxW h tax Sp«irrdkm. TM emir«lr r e'll b rery;rM b law apecbl;zM cattpactbn eyipmak m LM jab mIW m may b adM W pnprN mnvat naterwl .p«inmly fr this Proi«t. %ems d amArttak m nbratkg plate canaacWr., Ianpaa, rar•ti,a Wbrday rol •M•p•fantlike rollers, uMrb1Y wfsekd roll —ill— Und�tlNn, atxl udrxkd rolia-s rod tM NMI b ms;drd witd+la paean. Such pieces a eq,ipment m bakhx buckets, blldoxars oil [M Ike •lMl not b Ndrd fr use m canp«tbn aylanak title« amdfkdly op Pr ad by the Engirpr for w«iai cross. SUPERVISORS R( THE JOB SITE. TM CmW«ts NMI b rasponaibla Fr anrb, flat then ;s a 5uparviwr urtdr W di,- Araby m lM fie bJeb N4 d dl LNxs that cwsbwcDon » trtdwtr,oy, wheGr r rot tM cen•bactionb—amrgl;Nrd by tM Prkn CmWator a SubwnWatas hkM by tM Prins Cmtr«lar. SITE RESTORATwN: RecarvvucUon pMtog•apa sal b takal by tM ouuter r Nor raprewrtWtiw a ill ram W b afatd by CW+ cmWat. Thex pafagraphs MII b daixd upon uanplKion a caxtrvctim W mtaM»h +diN«terry rwnpliaxs uwUt rmtoratbn a siW b prerartroctian caditim. All mevbwary vegetated real whkh aw ben dislrbd m a it a this tatcWatbn •hill b a'MM, topwild, .edM eta mwl<Md m yr secret o2ezo a-br W aWbr I. 01030 Before tM CatVatr ramovm soil r r«k to crass p Dour +poet In tM earth yr•ola' then one Fort h depth by rrtema a sty au,erad a, rn«MtizM ewiP_ wltI N en xtdagra-al Kllity amanxnt r h tM aeo a p public rpMy 'Dig h wwch tf urrdargrawd utility row b looted, t1x C— ill •Irdl notify It aaafc' by cdlkg lhdr toll -free mmbr I-0ti. In tI2 a a wfe win [film ndifY all diliW o ti— Farkg v T,'A W utilltie+ in the tea w tbt they rm tiro tM .igK a [hex fa;litim. TM utility mnpm;tt elwld rock [Mir Irw withn forty cant Iaurs From lM thx Diq>afa wen rwtified (..clMkg Sd., Satyr mdaSwday+, and legal Midays). ad wilt Fail;tim eMll rat b <bsNflM m a 'utility. "^der tM Sp«ifkdian. EnsrgaxY exwvdana re <xanpt Fran two raykgttent. Eff«tiro Jewry I, 19bD, [M nmdafary ,wtifirdion of Digwf< h [M abet rnantimrxd NWatbro berana Vermont Stdc Lau. A rrs of •1,000 may b kviM (a fdlvrc to telephme Dlwafe bare an •xcwdbn » rrode. APPI If^AA�I F ('nDf� MATERIAL 5PECIf-10,15, All mdsrial>, ml«> •p«ifiM ll . otf 1,au ilizod m W+ canW«t +Hall b wbJect W tM apprml a tM btgirxr old Mll meet tM appikpbk ramkama+l+ a tM lute+[ publiahM ap«ificatbn oil .tadads o! tM Fpnawkg Nmuwtlax, ma«babn> r aevwtmnate.. Ammlcm Cwrrate M[iWta Anxricm Society a Twthp oM MasrMa Arrr•ricm MUWW a Stxl CmKr«Uen Amrkm Wdr Wake Aa+pcid'an Vantwd Agax:Y a Trenwo—tdim - 'Stadad Spscificatiw» fa, H;ghuray oil Bridge Corny«L'wn' Ansrkan Weldkg Sakly NvnwM EI«tried Code Ildwrra Plumbkq Code All Appliwbk State aril Lael Codes eat Permits ABBREVIATIONS AND REFERENCES: WMry nfrane »roads I p •p«Id. a ors a LM below menaiwtM r dMr assabUm• r aaktim, it • adar•toM and tM mrM daNgrotim a .m,nlwtbn h of«t d w ails of r«•Ipt a des .-It ldm prrsdwre over [tease 1»Lae blew. ASTH Amerkm 1-icty fr T—w,,, oil rkaeriala ASA Anxricm Stodrd• Nsociatbn AWWA Amrkm Water Warka AsaociHigl. a O A tbn AASHO Amrkm A•aoclal'wn a SWIe NM;aN O(fkial• AASNTAmrkm woc;aUon a Salta uay orb Trmworldim Oifkbl• ACI Amricm ferrate ImtiWW AGnA America+ Gem StmdfbwfaturI AswcbLim ANSI Amaicm Ndbro1 rd, MtIWI< Alx Antrum kntitaa a 5W1 Cen•Lratbn AXE Anxrkm SaIKY a CINI Erghwra ASnE Antrim, 3ocktY a Sa1'I•cltmird AFHW > ASHRAE Amvkm ktY a H•dkg, RNNgrdkg oil Air Cwditimhg E.gir.wr• NA Amaicm YMitaa a A ASSE Amerkm 5«ktY a SmitrI_y y Evgheer• AGC Amarkm Gervral Contracorm a Amrim CEC Gt•ultkg tal P a tla sA; EPA ErwhavttenWl Prot«tiro AE-t IEEE htilut< a EI«Wind orb EI«Wade- E'girt•re WE, Narwwl Bend a F;ry Lhd•rwilrs - Natant &cam a St-d-d. -RE NdiaM Socidv a Praa«bnl Eation s kw1A NEHaw Dglad Wdr Works A•wcid;on NEC NdbrM EI«erk file NETaa Ndiaal EI«Wkal rlvwfaturrs .aasocbtlen PU Pw<lad C ckl, A«at. 1 VIL Strvclurd Cby Prod,ct• ImtiWta UL 1,FtdaVeiter0 Labora PC Wf Wdr Po—mt lldlm Central fdcdbn ol5 WORK NCLUDED: lftt M N tM wctian pertah> W tits -far'. rseyn Ulity d la*h'dkg tanpaay F«airm TM CarU«tor •frill b re•pwxibla fa, and shall bard N• awn erpaue ill tanpanry f«ilklas n+ce R car CM proper fulfliknent a tM Cartrat, k'tclWI but not I'rrtk•d W d�[an%ery al«WkitY, IlgMktg, haotktg a'd wntiblbn, takplwx ice, wilt, 'wy faint»+, wfdy atd rkae oil r«ukk.. rM eanvatr •Fall yak all orogarsn LI W twnpervy iti. wall ' ,d a naafi w m f rot delay cm•tratim. All t'mpa'wY f«IIIGw NMI b odaa,ote b prfomt tM faction (a wwcM1 thry ra Iaandad without rFNc a vaaatd r PaDertY dotage W mY kdiviavd. 015G0 WORK INCLUDED: Ymark kICIMM h tM wcUm prldns W [M •racial cmWol• which tM CaW«IretN/ MtIWN aid maNfoln durkg tM lagth d tM Contra[. WST CONTR0., TM CmWactr Nall b rapagibk atN+ am expaxs fr .kV that tM dent cradM m a nwlt d con•Wctbn ataF l claw not crests a ' a wFKV Mz�d. When when dearrd rsceewy tM CmWatr will b rWk'sd W oral a tM wctkn rw with rooter r apply ralclutt chloride a wrap lM roadway with o pouwr brown m dent centrol rrr•a•uw. Dust cwara r.tsaaurw •all b prwldd a al tNxa, ktclM;rg evenkg+ oil unaMnd•. WATER CONTROLr Ti- Cady«far mall tda ill n«>awy amours• ludr h sxcwatbn, NMI funi•h all mataid• artd •ryipmatt ad NMI al da ill bcidenbl wwk b keep LM sxcwatbn entksly clay of wilt wWle pimlins, an pdm, •lr«tarty oN tMlr fareddlar ra birg built. TM Cents«Lr NMI b r«paxibk fr chomkg tM method fr cenWol a orator aril shill a>sa.x dl rwpar ality fa tM MW'aY a tM methods cbaen. Na cwu4ectim •MII b uMwtaken Ilf, N tM oph;on a tM Ergkrr, adawde cmWel a water i• not mwrM. WATERTIGHTNESS, k I> the raaponNbilitY a tM GanlrMtr W aw,re that all roe atraturp, Pma a>d eg'IP'ttatt twat alder' th» contra[ fr tM purpa•s a contaYrg u,aWr a otM1er fluids a fr cortvaYk'g •«h liq.ida re roots-[IgM u.der all eyratkg cwdklan• fr which la, ore Nlendd. MY pips r eta—tgf whw ledmp• is dtWnnkrd W b •xcwYw by tM Erghsr, Nall b .wJ«t b corractbn a rsplacatten< by LM Cmtratr d his sun expatx. POLLVTKgd COIfTROI: purkg LM caxtrvctim paint, tM Cwarai,ar NMI exarciw ovary remarbl• pncwtbn b mwent pat WUm a CM ugtrm a LM Stale. Pdlutana wch m chankd•, pdnW, trots, Wbrkmt>, biwmax, tau aaunP, oMh+enC, ad at/trr Mrttful wmW eMll rot b di«hogd ktlo r aiwgaids tax wdar• r into rtaU.rol a men -made chorxla Ieadkg throb. ApPkabb Nato« oil regubtbn• a lM Varnwnt 5tde AgatcY a Ernhwvrwtial Ergkxrkg Mrobthg W LM praventbn ad abatannt a mlldim >II b cwttpl;ed with. 01569 WORK INCWDED: Work 1-1—al h tors xctim p•rfa;na b tM Contralor'• r.>paaautr W aril«t It-pvbR, ad wafanen. TM public shall b pro4ctad by tM Cmtratar frwn arty oil all Fmo-da d udth tM wwk. Coat trmcM•, rtalarMa r stet a—If—wkhh ant u,or—kit,kkrg Ikrdt• rs b b gurdd by LM w•e a adaq,ds bomicMee, crow Face r flognwr. All bo-r;cades kit h pmitim owmigM rs W b properly Ightd. TM Cantractr mall In Md napenalbk fr LM •stew of all wmmkrnm ad tM pencil wblk rod ill danapes W propety «wm•g frwn a upon tM uxek orra.kn.a by npligsrce r aMwlx, grpu,kg oil a a roue. en w art a to emtr«tar be prat«[ ocean r property frwn Mrd a apse troth«, malerMs or bra h coot dmnatceldth OSHA dw a nlgM withh tM wakkg rw. MI work NMI rewlaUax, T{tk 19, Pats 192G.G51 ad oylicobk vosHA rcwldkn. ols-ro WORK INCLUDED: TNa a«tbn tequila tM -bad. tM Canirator call a ,lw W m:dnlain aril mat—t traffs. TM Codratr shill provide u farmed tram, yliu or flagman m deemed nc lh. by [M 6gkxxr ad/r gowmmotfa eaerrcim. TM Centratr shill, m raditiwx warm[, anploy flagrrn d wry bi,ay 11 tM proj«t wan his agvipmmt r raxtructiaa omrdirex re w<h that thw will h my mwner knterfa< wiN tM mwanmt a aafdY a tM Wmikg wdk. Tor arcoVtravtiww Mt wl f�tlt> we W tlx rawd�by ltraffi, ad at Wi t htamdide pal— whre tM roj«t ems« a mirtcidm with m axi•tirg road. Such warrkg NgM Halt b cartratd orb ractM in aardara wkh tM latest diUm a ant Hwrd m Dtifam Traffic Cattrol D<vks>, ybnand by tM Federal Nighuay Admkt»Wdian. TM teat a WafFic polk< awv;ua arraiaxd by lha Cmbat alMl b paid fro taby w ConU«tor. TM testa 'famed Waifkx llka win [ ,rot M paid xproWly bat >MII b hcludM n M prices etd h Ito 1 it— a wwk h CM Schdule a Rites tM Propofal. Tea -row lrafk atoll b maktWktad ml<>a ahrwix aWMixM by tM Erghear. TM Cakratr atoll ratify tM Engirxr, local yl'ice ad fire dapotnxnt> m omit m mmkipd afkial> d kmt - tours in ad w a my htent W dose elms[s. TM CenW«tr fall rock witM1 tM local gwarmatt W ealabli>M1 a witabk atrmte 4, ud slMl d Ids sun <xpatx, provi4 oM rrwintain wiWb1Y morlced ad omit lyhtcd detae sign. TM anPlaynwt[ r pneerrce a traffic Flognen r urtifamM polka dens rot rclkw tM Catlrpctr a aN rttpmaibilitY r IiabilitY tvdr this canlral. 015T5 YCORK INCLVDED: In1udM h two xstian re GM req,iranmts lhd LM C talc enrol meet wwla wrkkq withh tM 5tde highway right -of -row. GENERAL: TM Cmtr«wr steal inw,ra tat High.uoy Prmita ewe beo-::htai.rod pr'ar b tM <Kl ma—k-1 a my ea tat. him withh a yak higlwey roorigtyro. Pamdta Fr k within a State highway r;ght-a-row sa Fil b drtahM Frwn tM Vtilitim g;raa�, Varmmt A—a Traopatatkn rttae, nmtmlir, Vcrrranl. A paraatr«tkn tvq will be Mld ar M gacy iW LContr«tor beprnirq uark, TM Aa Trm>por Wtkn•a Diatrkt Trmaprtation AdmNi>trotr oil/r Ut;tit4l,litka Erg:tsar, ant Can•W«tbn Hooper, LM Cwdrafar'm suprhtadmt, oil tM &tgi^as oaaiptM b lM proj«t will b prcaent d tors medhg. UP- —Pktim a tM rock, a final ktapvctron :will b Mid, with tM ama I,— "— m at tM pr«wntr«Lim mwli g. TM Cmtr — will be rayl.vd W nHars LM Wgaroy NgM-ef-way b m good a catditbn m k uws prior W de'vtg tM work, ant b tM sotiaf«tbn a CM AgatcY a Tronpor Wtion'a District Travpatdion Adnh»rMs. Tat (w) days writtrt rotke .teal b glwn W tM D;.Wkt Twtepertanm Atrrdda4ds biros sty work i• dwx within a StaW NigMuoY rant-af-row. A copy a •uch rtetke Nall b fwttiafsd W tM Figkxc. lnepection by tM Age^cV a Trat•prlation Nall b panwtt<d m con•bucron praPasxa. TM Cat4vcl«'s urak shill bs parformsd N wch a mo<tr [flat tM raaduay, mpurtaartcw sat Wglway Wafic will b safap,rdad. TM Cars.aclar NMI wapad all rock witl- LM 5— Hip —right-a-uay d—,, tM Prbd from Novambr 15th W APWI ISth mhos dherMx Parmltted by t1s Agatcy a Trorpartatim. Prbr b wspervim a work, tM Contralr Nall bd a wnfrencs wkh LM Ergkmr, 01—t TraaporWtim ArtAo'min»Wdr ad lM Quxr, y rook raq,kM m a rswlt a tors cwdararre sal b o<cwnplimhM pr;ar W k/ovrttbr StM1, wdaw dhwwix pemnilled by tM Age^cY a Trmspwbtim. All Nta,.ktw. •hvayM Wwal wray, altovldcrs oil vrkira a- datrba oar w, Csrarat ill rmtarad rbr b work. •wperolen a k. Grwsl wrfap h travel tyro ad prkkg ram Nall b rcstord W a <ardiUen eqM W that wfYch aaistM prior W slat a raxlrvctian. All bibwnkwu• paved ad PavN wrF«M Wml ways ad pot:g ram Null b maNtakxd by tM Cmtr«tor tlmwgFa,L lM w.pensien a work paint. Traffic •hail b rolactad d all this by Wooble boricadaa, uranhg Pa a. Al wankg s;gx, m regyirxd W protect tM public dairg tM caxYuctkn prbd. All caxtrvctbn aprdlwx will b cwductM w m W cross a minimum a intrraaxa wkh Wafic. At lax[ ax-way lrafik Nan b maintained d ill tknsa. Two-way Gnffk fi.. b rrtarttak.od d all t ffk when caetr«Lim op>ratbrt> o—e rat N lrwo�urvy 4affk canotabe mainlalrted p�Mwotawch otiv [knee m ntoyf b> rayirN by tM D»lNcl Trwtwortptkn Adnkdatrdar fa tM protection a tM yblk. APPROVAL: bits sty rexWction opsrdias ore •[acted, tM Cmlrafar shill wbmlt W tM Erg:xr N WipliWs, a deta;kd uekten dmcriptien d tM aylpmaR ob naet/rods M propoaaa W uw ad amptdNe skeWhw alaudrrg daldl• a LM propoaad eprdim. If a rob-wnWatr is W b wed fr Ute work, CM rgtx ad Mdr'aw a tM rob-canbactr altdl b IrM<ot<d N LM ueltrit de«NpUan. Np lurk MII rocsad trail tM Wtb'afr'a plat and KMMIm 1ta:• bat approved N waiekg by Ilx Ousw, th Erg;rxr artd tM Dis4kt Trompatatkn AdrttkNKrds. JACKING, DRILLING AND TUNf1ELING: TM Cattrabr Nall mxWat [M m•kg ply urtdr the hgl•"av m ktdirdM m tM Drawkp• kt wch a martyr tits[ [term shall b NirnrPtlan W Nnffic r a•frbar• a tM roMway. J«kkg, trI11Ng r ta,ruslirtg aperdlart• NMI b confksd W teas wt•ide tM Irmled action a highuvy, m i,tdcalM en Vartwnt Aga+<v a Trm•pmfation SNdod Draukg D-W. Jockkg, o-iuirq r ta>telkg oprdiar, NCIMkg kxWllptian a tM ca•kg ad <orir ply, NMI b carrkd rot N acordenm wLW tM approved pia», gecifkdbx oil urorkiq draw:ga. Wien arcavatirg fran wkhin [M jacking a drilkw pity, tM CwK Ifl shell ux edrenx era W rode tM toes a mdsrbl irwn outside the Iknka a tM pipe N Its fkM petition ExcwaUan Non b <arrNd d,md a tM rgNrg aim m1Y W LIM edent po«;bk without [M tens a motarM. Ni Nrs•t Plkg I. used W farm its Nghury side a LM borkq pit, tM PING fall b rot W 2 Feet below grads ad tM rarnaiMrg lagth left WktrbM follaukg co'rtpklim a mrtr«tiro aprat'wn•. No motcbl shall b aired m tM prod 1 M oWhaltM by tie pisWict Trmaporldien Opal rot sxcwaCiat far nlgM'w o-mNrg• fie nay b dilizad en1Y when dtanpeM Jakkq oth•rwiw arm h^pracUcal. Whore wch ma tM CenWa[r, wkh LM uritfm opprogl a mMifrdbn of tM Higlvupy Parrott from the otter W �M utill[otion a opal rot. method a Mdenu ill b req,I tat m prarcd 1 E%CAVATION, BAC,KFILL AND SURFACE RES axcarotbn within tM ItighwaV rtati. way VamoM Aga'cY a Trensporidim Stallard Drawing D-20. When excwatkg [Moroi[ Petlad carom[ cmrete pwartmt•, axiatkg ro;ar<kg Nall b rut h CM a trrncF orb caoiully bent rot a tM tyro a accwdbn oprdiwr. thy. qh Pa, fdlawing insWlbtion a tM coskg and/r Pm. tM Wench shall ba bakfilld wkh ap—t la mdricl kt 6' I W the , dP Me. t I, laver sail W canpaclad W rat Is« then 95Z a [M rtwthvn dry daxitY as it is abed. Sub-bx a Pml r w+hM rock •hill b Plead m the praperlY ranpatM •ubgrade kt 6' canpa[M byre oil atoll b a mlydrrewn depth a ID" a m dkectd by tM Eugirxer. Eah laver soli be tiarwghlY ad -'Idly <wnpactd. At kmt p tanpo'ary pwsmmt >MII b l I- . 1 i 3d hours a [M canpietien a bockfillkg ant prior W waekad ahutdoun d ill locdias wan m oat cut lrm b•at mM• tFrwgh a roMww wbj«t b vsldcubr WdFic. TM trnparoy pwarnwtt •MI rasiat a d kmt vex inch a thorouBrdY mnpactd Ntumkwua mtcrsta. Taraorary pavortents Nall b proprlY mahtdrtd ad sMll b replad with .,peen �pwemak prir b wrttpletian a LM maj«t a wspraim a work fa tM Lenten[ cwcrsW pro Wt— >MII b rapbmd with concrete h adj a minktwm thkbsaa agwl W tM thkknsw a tM exlatirg pavavrent, but h ro toes kas item D' thkk. TM tap wrfae >MII b +ixpad W anaothiv mach Mlahkg paattent. M owrka (Nr«trd tk) Na1I b naNta;nM between exiatkg ad aw rho- r ' h. Rahfrckg •MI b pbcM with a mkt;mtrn cartcrck wvor a 2'. Cacnts Nall b ti,a—phly -tad, struck eft W tM desird grak Wi cured fa •oust (T) aim with nwiat d siwl paprr r brl,y rawring befre being wbJ«eel b Wafk. Bitmwrw• pewttenta NMI b rapiasd w;th 3' a bitumkaa pbd mixd catcrv4 a tM thkbrss a tM axisekg b;twnkwue pavattent, whichever ;> kx, h raatdenm with Vatnont AGacY a Traxpmrldbn Stadwd Drawkg D-20. 5id•uMk and crb •hall b replant h kind m h arsdoce wkh details Nwun m tM vlw. Exislirg petite cwM may b wlvag•d eat roxt. PraaattlY Pas• cavaxd, err +all b rc-mfa6lishM h a<a'eatce wkh 3«lien G51, VmrtaR AgatcY a Trmaportotion Stadrd SpsNficotbn fa, HpWuw ad Brdge Caxtrvctbn, W tM sat»farm a tM Diatrkl Traeporbtlm Abnktiatr:abr. TM lsr1W«br sMll b «apaxibl< Fr tM turf , grads of tla growl swiss for ors yar folbwkq tM cwnpktian a the work, a m amcifiM by tM District Tre,npatdien AdmhisWdr. caw WORK INCLUDED: TM a 1t 1r •hall do all cWr1rV, PubWV and >WlpPM rtrsa>aY b permit cmatratbn a tM work Mth;n tM ILMts a tM prcyrty r waanmW indkded N tM trawings. CLEARING AND GRIIBBINGr TM fmlr«tor atoll do all ^e<sasrY wwk of ad! by rod NMI a»yore a al mdrM, ' Idktg lr«a rod brwn m row b avP-wd by tM Frgkaer. Di• sal NMI ,a ply with lad adiarcea. All rem <Ierd eMll b left cbm rod preaenfdale. Ez<wt it— stud Ikrm d Watchm, n+mMl«, roadurya a a;dcwdb b be hilt, where trtts must M ranevsd, ro live 4tta with Lrxdca aver fair (�) ktches it diarxtsr Nall b rattwM mkas othatuix req,kd approved by [M Fitgirrar. Clmrkg Nall b lax h wen a marts the pnseM Pauth MII merge Mth tM rmstr«lion Iwnits W g;w o ndMurd opp•a'ace. TM Cn'-PP NMI stave dl •[any ad roots withh perttwtent rgM•-a-row. STRIPPING TIX'SpL+ h gertcral, here wntr«tan is rat N modways, it la <wrbd rrme Pr''yote rod mblk ri,fM.a-of-row, presently ewrM with taydl. Mtr WatcMtg rod Pm layvg wrd;m r caafrvctian a etrvetree » campletd, «tees nMerbl shill b reniowd rod rw PadW, prwded with tepwil ad •esded ,Rod N 5«tiro 02D20. GracrW srfae aMN b left h a cartdinm egal W that witch edaWd before conaW«tiro. o2n2 hIOftK INCLUDED: Embenkmataa atoll b consWatM, m aho:m m tM Carkrat Lroukgc, by lM Canfratr with sitter approved wrplw excwalad mdricl) r with approved material oEl br elx:ufce. SURFACE PREPARATION. When LM anbatbrxrtt W b constructed H Isms then 5 fat kn dwlh drove tM sxiatirg grade, tM rw within [M wrotratian Iknita mall b vrevaM W ,brNg al areas, dwwt tvnbr, brmh, b>hn and .Web. TM sea atoll M wubbM b rranm all Lamy, roots, clot, grass trot, debris r dMr obj«Lionoble mdricl. When Ux avtbatbtwka re 5 Feet oil our, al etanpn shill b< cut off m close W tM Poured m matiwbk, bt flat b exceed G 'mlch« dwva LM existing Pond m memurM d LM bu a LM stump. TM rw atoll rot b gobbed, trot ill obj«GiaMale aaterial Mnll b re.rtovM. All materbl rca,itkp from <lea -kg and Pubb:g shill b wtiafatrilY d»po TI, a in a mass' approved W tM Ergkxer ad h <anpliars with bed rdinarce. WMn entbatbnaM re W b rrot< en a Wilsida, tM slope of tM ry;rM grata m wWen trx anmtbnenta re b M <antraaaa Nau b< >teppM ad proprly arakxe m tM F,11 is cmatratM N acadare with [M plan r m dir«tM try tM Enphar w the My«x mwammt a tM sbpea clam rat occur. MATERIALS CONTRd.r TM excwdM r«k, lodge, bwfdra aril >tax, a«eat I,dv's r ATERI N tM wnawcrTi a dMr itarn r dhmuix directed, atoll b usM h tM castrat'm a an+bwtbnaka W LM extent a tM proj«t «aykanmta ant, gataally, Mall b placed w m W farm eM base a m ambodv.tent. From rmtarM eMll trot be wed h CM cmatroctien a anbadattenb, car mall <M bokrrtents a au«eeNw layers a tM anWdvnmts be plaed upon frmm mdrbl. %aw.at[ a aatsria dhr elm rock atoll slap when [M wafairxIf air tanp:a'atura, bekw 32'F, pradb;ts tM abtahirtg a tM rwtuirM campatim. 1f lM materal is dhmuix acepbbk, it NMI b •lackpilM oil rswrved fr fubrs u•e when ka sadiron i• acceptdek W tM Ergkxr fr uw h anbatkmaka. EMBANKMENTS OVER UNSTABLE SOILS: Wltert kpiW matt Ia W be cowtrvc k « awanp, k r o-am a rextabk w;is, tM unwitabk matrM steal b axcavatsd W rash sal• a Me4.ata bsrirq <martyy oil tM anbatkntent beget. Altcrtatiw methods wch m ux a a filer idek N plat a ew:avdien ad bakfill row b •euiroe may atr avpravd a aatx by ate Bgkt�. , W frarn axcwa ft m LM proj«t shill be wed W tM ax[ent walobk and when rat 'labk sal b obWhM frwn dhr sources when mUveizM h veitkg by tM Ergksar. HETHOD Of CONSTRUCTION: HOLwiol bkq Paad N ambarWrtenta atoll b pl .eat h Mri[mtal byre a aaferm tnkkr a acre« tM f.11 width a tM anbm-tial width[la • may homed thatr«t WII wdth a tM en'tboaanaa, prod by Engkwr. SWny, trw>, r .4 and dhr wx.ilable moterM elan rat n — h ala,a Matta, pt m dad--t m tM pinta r w stiletto by tM Erginer. TM byes NMI begh d the drop«t part a LM fill. EmWdvnmta shill b pI«M old cwnpated m h Sec it p t. a tax 5� i(icotte ra h Ilfta W obtain 95Z ntmknan by dIty W tM ASA5d r tM ASTH DG9D teat. Dl datsltY 1w 1 •hall b done h confwrnmce with tM Sod Cane tkthM, AST H DI55G r CM N«tar rkthM dttcr;bM W AST. D292 a AA5HT0 TT3D. EFf«tiro spraMkq aylpment shall b wad m sate layer b obtain Wfornt thkbss• prbr W W—adir. bn. E«h lays anti b kept weuared W shed waWr b [M autmlds MW a anbatLa+wn aN cmtkwau• kvalhg oil rwtlyld'eg will b rsyked b scars en;fwm denNtY. TM enrra rw br use a MMI b mifamly canrpactM W d I•, tM r.q,ir- mNkntrn density thr<d. Eat�tian eyianaa. caxi•tkg a ratan, rarnpatas r a mnbktd'an mwirg orb otter pripment clot am<i♦KaIIY mawfatrM it rang«tiro purpefca will clot b cwxidarxd m canaatkn ayipmak. All fill mdrcll Nall b cwttp«tM d a mai•tun cmtak del<rmkW by tM __ co _ h _hr ebtalnLq CM r'ayrhN dwritY. h ro tour t a tM lays rnda carxtruclim b tr a,, tlrm 3 presto above tM opL'rnum mo;swn content ad •Intl b ben tiro that yentity flat will coax tM enrbodarsttt W b«ame wxfabk drkg <wtaactbn. Sparplrr«, •fwkg r dhr dl+Paartent Istder ltsavY prip k of NMI ty raridarM I— tab sWdora (a m angktmkg d•twrttirdim a bck a efabillty ua.r ahh reyla, met orb fatter P«anent a makrM h the rw off«led •teal b •tapped a ratrdM b lbw tM mdricl W •ld>;Iiw. WMn LM mol>tra rotten[ of tM material it tM kryar urger aaxtrudim Is bx then tM onoun[ nc<a>ary W abWh >dlsf in t <anpaabn by m«anl rwraalbt m•tMaa, watt .MII b odaM W r•.wra ei.Wbwtr. r dltr approvM .ylpmenW woo— row alw b Mated h wcavdim r bwrau pit•. TM Ir,atr •hill b mifamly ad LMraugMv ir'm'pordM NW tM roil W six, Frarr,a,,,i.ty blMkg a by dltr tpprovM mdhoda. Thin matiwld;an nay b wnlltsd fr sad+ ad gr'aysl. WM tM moisture canton[ a CM mdaiol is N excm a 3 areal[ ,bws tM aptkrwrn molawn canals, dry rnderM •MII b tlarwgMy kaerporatad Nb ant uxt marls a CM wK rrroterbl NMI b mrdM by di•ckirg, haraukty bbdirg, rotary m»kg by dhr opprwad matiada: r-campatbn a tM lays a wet rrtaLarbl afMl b daferrad mUl tM lays' fro dried W tM "•'g'kee rrMetra cmlant by avoprotim. PIPELINES IN EMBANKMENiS%pNksm ad •trvcbeee p1acM h anbodxttm<• r fills atoll canfam W [hex sp«ifkdiar with na(r«t W ax<wptim, baddkg, byirg aril bxkfillkq. art m a t higMay d 'rtY tkrx mk« Excwarm fa Ppalkxs to b bid h embarkmatt+ >Itall b rrtMe atr LM Atrnhictrdar. bmk.+tmt teen been wmpletad W a MIgM a 3 Fast above tM ocean a tM nottrtlMilkgoarth'[ a LM Caaratr, oil x timCma LM Wda NI [ratcM1 den TMPim mall b tbki, ply Mb tM 1p a [M ulg Lhen cmtkws acrdirg W th» [hods fill r arm W b impradicpl, +«tbn. Fmbmkmrent rnatrid MjacerK W pipelkr• •!MI enrol 1M rsryirartente it tM Figksa, shill obtain m tpprapriaW bakfill. No pgntatt Fr wbtitut< bckfill will b euthori[M fr bckfill Watches D;sWkt Tramprlatim Admkdstrdr <xcwated h embodanmts. PNr W approwl a ash Nxtars, COVER Fmbmkmenla atoll b tapaollM aN >aedad h awrdare with 5ectbn lenntive b open wttirg axl•G. 02620 a taw ap«iFlcd;w mless ap«ifid alt•rtulx en LM Pas, N arrborbnent TORATION• nmknm, dimariw a hate a^Jeia^ wntrol plokktm w W b mr'wrior tM rw NMI b PMM a NMI canfwm h gaxra W deldla saw[ brrnM W rwba --a--.ape eat fapsailad pb tM plmtkg. 02213 AVAT ON R " pA IaCGLK INCLUDED: TM folbwkg xctim dswlbs lM wwk W b dens by tM Cwttratr N md:kg prkkg a road axradlar. GENERAL: Prbr W tM bwkrrrg a axcmMim, PMktg orb anbenkfnent oprdlom h sty arse, all necessay Gering and pvbbhg h tint r« NMI lava bent completd. SLOPES, All •lopes N rot and artbad:mmL wctbx, diWM• old wakrww•, wMlhr ob r newer ,axer.atd, NMI b wliaatrnr scrota ad ,hard a d»Wuctbry ant left N a neat oil Wlm candlUan. Excawtlm Nvll b male h r'rmaablY ,lax conformity with LM lines, grad« ad ragdrentents MirdM h LM Cartrat a aderM by tM Frg'vwr. CONSTRUCTOOI• During tM car4vctim, the roodwws eat pokkg •MII b maktbktsd w that lay will b drahad d ill them. Whore Wafic k maNWLxd, ere .Ian b otarcbed b k«p LM portion opal W [tome h a >atkirtay caditbn. REHOVAL OF HATERIALr All witobk mateial rwrwad iron •xwM.im NMI b rod h tM famalbn a <rttbodcmatW m hdkdd m ant Plwx r m din«Lad by tM B tghttr. TM •xlra r u,mW mawrbl atw++at<d drkg rsf—If im a tM roaduwe pat prkkq wall b vxd W tM extent poasibla b udfonnlY Ndten slopes, a b dcpoeitM N wch Olacea wltM1h tM NgM-a-way m may b kMwlM m tM pbs r m din«teat by tM O,rater r E.gktar. Nate a tM axtro r wrote mdricl ill b removed frwn CM project N , role« prrnitWd by tM Ouxw a Ergheer. Arty notarial rot used h tM rant-of-uay r b Fldtw Nope> shill be uwd W Fill wni« r dFar few arwe withh eM raj«t lads m ar«ad M eM Doerr r Errp'vxr. All a [M oro» list ar filled dth tM sxtro r u,aeW matrial >MII b graded W train, LopwilM, xadei ad mul<Ma h wccordare with LM bdacapirg >p«ifkatiaro. TM Contr«tr Ngll ba ra>porrsible fr Us staNlitY a ai raxfructd arnbmkmatta and stall reploca d his Dun expatx eny pwtiay whkh hove becm,s diapl«d ad wroth r< not dWGatable b CM wavaddde rtavartent a the a— proud upon wMch tM mtbaGmatt » mole or b en Act a GM. BORROW MATERIAL: Unk» akhrizM by lM 6gheer, borrow mdricl shill nil b pad row al witable r.Mrrid Im bar sx<ovated oil placed N tM ambakmmta, except when Sad Bomaw or Grawlr Borrou, is calld fr m [M pbr r when Grenvlr Borrow Ie reryird by LM Ertgimer fr ux under embakmenW r uxd with ..wtaial irwn roadww awvdkro N rrakkq ambatkment>. 02221 WORK INCWDED: TM Cmtratr .hail excavate W ,venal depth kt earth to- sWaturea atd Wenches, bockfill axh <x,avatiax oil grade ad tapaell m rl«eaary, m .hour en tM Cmtrat i>eruktG• or m din«tat by tM Enghacr. GENERAL TM tratcMs ob KMr axravarm+ shill b a wfikba width ad depth d all wkk• W allau ill Ppm W b laid, joints W b formed ad atr«lr« rod � t all�cfr aMetNg ad sha'Ng, twntpiMtad d�Matkg edworbrtmll�I ad rwlakg urvuitabk molsrM. Trenfxa ,:b exravdiar Nan b d lam[ twelve IncMa caber that tM wtaida Q,nxnaims a tM sty«tees tMy on W rmlaln; [rarcMa must rat b urrxceaaariry wide w m b mdrM1Y hcrmae IoM m tM Pim re>vilkg from bckfill. Bdtama a Wachs ad dhr axcwpran •Fall b carimd W Ikea ad stapes wtiaatwy b tM E+tg^mr. Baton a We«teen fa Py Nan b corid W a depth six Axh« pedlar elm Pole a pimlNe, ai11M W PMa ad bddd h tM ep«;fled beddhp meUxd m detailed en tM Cw+Uact DrOWkga. Fb tarrelvg will b pmnittd in plea a opal Wenh cwnbwctien mlcx sp«ificdly mthalxd by tM ErgNeo— r req,kd m ap«ifiM ceder 5«lbn OISTS, Wok Wltldn Slate Hglvuoy RigMa-a-Way. Ex<wdiat> MJoratt W ex»tirg tnderPourd atraWna wan b sax by hmd w the Foudatima a strabeea .ton not nor aolarbaa. Whrevr bwldr+ r IeEm k re atcountarM h axcavotkm Fr Oimikxs r >lr«[rear wch bwldrs a IMg¢ rock atoll be ranwvrA W a depth a Nx hcixs below grMe artd spas «cupkd W than .ton be rsfII1M W grMe with tM .pecRkd bMdkg mdricl. Troches mall b Dosed d sate tirrx> and W each rtw0. mly may b pamrdtled by lM EgNsr. All drivewaw, Ike, sod, NrW, trxa ad wry dhr wHace mdricl affatM by tM rock •all b raefWlY token Wad kept xpa'ate iron tM dhr <xcavatM maLrM. If wlldN<, exwvdad ntolsrM •MII b u>M fr ambatbnatt•, b«kfill ad fill. Side sbpea a ascavatwra atoll M k« tlrm CM opts a r•pow of ntderM axcawtsd axl •MII b Ft. enwgh W �went Ill« cave-kx. Arry a«avt� regired m a «roll a Mid— r rove -as MII b done by LM Contr«tar d Ns expmx. Placartmt a beddkg materbl NMI trot b dale mlil LM Po'rtd teen been thoroughly dewatrM and tM CwtW«1ar I• Wady W NSWII ply r W ranNruct foundatlwx of valves Kruclres. LENGTH OF TRENCH ALLOWED TO BE OPEN, Laglh of Wash allauM W b open .hell b detamkxd by lM Figkser. The total rrenkg logth a ail work N a«n Lion •MII b kept m stet[ m i• praticd. OnIY Lfvt largth of [catch whkh cm b prat«tad by means a bo-rkatm, fence, and lM like •MII b dlwad W rernaN opal watad b lNl<w 1p 1fiwlly mmnktad by tM E,,l— al troth axmvdbx ,MI b b«krnw car W rock .Wn-amn fr .«h wxkaw. MISCELLANEOV$ EARTH EXCAVATIM Whararr remkM by Llta Eng;ner, the CanWatr •hill do srth excawtbn ad b«kflllhg N addltlan W tM exwwtim vb backfillirg needed b mxouct tM urork r•Nk'M by tM Caar«t Doamatts. n;«sllenewa srW •ttcwdim eat bakFlnkg row b rawirM by tM Bginer fa le+l pits « Fr dMr wKre•err p1,rPoxe. It nay be rvttxay W do smx a We uwrk by Mil. Ex<watim fr dttpenkq r widening a pwmaant trakage ditches •hall b Nc1udN h Lhis flan. Tanpwvy r pamwtatt rot«dim a atrsan• NMI not b car.adrM trtder miaullaaws earth excavdim. EARTH —aidar TION BEtlJFa GRADE: WMrsvr, h [M aphis[ of tM Eugkn , mdria d r below Dada INs a Pm r •Watwe pity depth a b•ddirp mdarbl » urwitabl• fr fwwdd;wa, k •teal e;tlxr b •xrmatM b wcM1 additiwal daptM m ilk«led by lM Engkxer ad then refillM with w•hM Karts u,a 1 ca.npacfat, r nw fro '•� d;r«t the a filer fabrk m def;rgdm $eelim 1025,5 be uNI1zW kt dwpr sxcaM;m. If filter fabrk I. dilixxd, it NMI b Nstallad ad lM prpnm tan breugM W Pade Ih• Fa ply WarMa m Narn m tM Catrat tMAUTHORIZED E%UVATION. If tM bottom a my ncwatbn hen Merl rwnovea biota grMa +heuet m tM Cmtr«t Drowiq•, r the prc•cribed by tM ErtGNesr, LL shall b broupM W grads d tM Cmlractr'• apenw by rofl11Ng wkh well <orv'patad baddp material. EARTH E%CAVATIDN, Erth wcavptbn irludee ill materM+ not <lo«ifiW « r«k axcavdian ad ktcL.de•, bat i• rot INtitM W cwb•, Ndawolk•, pww.wtt, port, cby, mot, roil, muck, yowl, Itodpon, box •Mk, box sans h mms«, ad bwldre mamekq k•• that at• cubic Yrd h volume. HORK INCLVDEDr Mork a th» sector parkin• b tM becicfill rsylrament• oq d10RK IN a rratrI unli[M h b t1k ll c tak,,, x wroth tM Co, " a mu•t comply with, GENERAL: Eah •Wotan r partim a pimlNe Nall b hwectM eta mPraa+d it bedding N bockfill baoro IL is ro , A ,rwal fr Wad" and bakfill will rot ma IWW fhd rcaptotca a LM •trucGxe r plperh t Ai plylbte Fond l b rot a Ikx, dera+nM r dmwgad man b rv-hie a replant wRhaut additbrM <wnpenwlim. Na bakfillkg will b allowed reed menMlaa a dhr lra.arrry WcWrw tntil cartcraW r rttmary Ina set wffkiateN, m detemthM by tM Ergkxr. All cam•• All •MII b rartowd fran CM canetructbn •IW by tM Catrat. role•• di All . dlwt,rix by CM Enpkear, oil d»pa•ad a h m vb dNahkg enY trees p•rtntita maaciofsd Iullth t,tat•priatim W a da l d tM U. M sKmw fill row b •lakpilM d tM con•WvcUan NW. PIPE BEDDING, Pita Wddkg .Itnll b that mdrw h the Wench dkectly Mjocatt W LM Pm. Fr all plmtk plpkg u•ed fa PwitY •ewer, •Lwm draN, uatr ntakt a force main, it NMI mtk P iron tM a, a tM [ranter G' blow ant knot a tM Pm, b a y:tt G• claw tM sawn of LM Pw ad NMI cortsiK ei ruNxd Las, •ad r Grawlr pipe baddrg m deWi1M h LM CgnVal D-awkg•. Fr ductile kart li—itt, wwr, upt•r male o- Fres nMn eat fr r.hfrmd carrreW r moat[ .dad mngdM mabl afaan drain, tM beddkg shall wrtaM from G,s bottom a tM Usrtch, d' blew tM ktvrt d CM ply, W tM ao-kg lh• a tM ply oil MMI cari•t a crvslted Nan, wrtd r grwwlr Py bddkg m dstdled h tM eats:a w'm,i.g+. Tna vim b.deNg •Mu ba mmpaeM W LM mka,nm, awkr •pocifx4 m Lis plat h tilt W mwbe atifomt wpprt rand tM Pm. 3pacifk hfamakn rcbrw b LM plm beadkg W b dlli[M m tors prof«t NMI b fowl m LM C,n t DA (M2 aN i%, tM •«td rouerkrg sp«IFlc . a Pm mdsrida, 5«l;a» 02520r 02555, 0155G, ay 025G0 m approrioW. PIPE SACKFILL, Pim b kCitl (r thi. ProJ«t •MII kclude it material pWad aba- the Pm Wddkg W withh W a fhi•hM pads r W read aWPMe m shout m the Contract Draukg• fa Pmm trldr rants ad •hill b wl«tM cwnpatdN• WI mdcid iron tM excavation. Mdrb» uxd io— bockfill •toll b subj«t b tM temp«tiro ad apprawl a LM flgkxer. if h LM ephim a LM Erpirsr LM sxcowWd malriai k utwildele Fr bckiill, iM Cmtratr •MII dispose a LM matarld ad wb•tltuW oppwad •roil, Pwsl r dhr ma[vid N lM anw.rtt• ant ppromrtbrx •p«IfiW by tM Erpirwr. Frown mdricl •hall rot b plrad N bakFllls atd bakFills •all not b Paad m frmen matrM. No •Las. h sxc•as a 3' raPatr .MII b PI by within 2 feat F CM Pim. Lugar •Las• may b mM h tM bakfill prwided ere k taken the •canna do rot b«an rvetM and Lhd al vdd• blu.aan •Lass m cartpleWlY fillM with floe makrMs. TM •Ix eat yatlitim a •Las uaM h bakfill will b wbJect W apprml by tM 6lgirter. W bakfltl •hill b draped Fran a Might a more then 9 F..a Fran tM lap a LM TM backflll •Fall reriat a two •spouts zwxs. TM Fird [are NMI «lad iron tM Lap a tM baddkq matrbl W a MIgIk a 24' above tM cram a tM Pm. Sal«t •xrerdsd ntdarM with •eats• ro IrWr then S' domd.r NMI b aloud N G' lifts ad contpoctd W a densty a 'SZ a the m«hxm dry daWtY u•kg tM Sfrrdrd hats Tmt, dkg W ASTH DG9D r l.t Nb T9 , (Idmt va'Nan). TM mdrcll• sMll b pbcM madly w m not W dl•trb CM Pm r tax It W brsdc r mIwIIP. TM •rand rortn •MII extant frwn tM Lap a tM tint atn W withh d' a r i•hN grader W road •ubPMe. ndeNa h tors swx •ton b xisct mIw 4- al—ally ,Wq, placed h G' lifts and T—t, ad b a dwAST a ail a n TO dry (amity wkg tM SladaM taiall r T«t, o«erdrg W ASTH d r AA mat Tpa (blast ). Sultdals <dx•iw roll rm b bakFilkd F tWa fax atd Mena«fad u•ktg heat tyro eyymatt, Pxmatk lanpaw, art0lrt< r wlf-propsllM, aMepsFmt roller en wide fratcMs r dhr wibbk aylpmart, prwbkg LM 45Z cwnp«tbn raylrement »men. N cdte•bnlm• •file, Wbrdory olden h rosined awe ad vibratory rallas h uranfksd Dram rm b vUlizd, prwdirg tM •p«iflM dePw d canpatim »mat. Growls wM•bnks• material nay, yarns aaxa vat loon apprml a Ito Figkssr, b carp«tad mkg water Jet[Mg r MnrNm tyro vibrabra with Flmdkg oil pmlkg. TM entks [troth widM1 NMI b mlfamly rwrtPaW ad bragM W PMe. TM renahkg d• a tranh between [M Wp a LM b—Ifiill aril tM flrM wrtom, m m b b _"etas a sodded, NMI I baad1q, with lk,,, r, path ad fkdand h acordars with Sactbn OZD20, Fbgl GMNtg, Toyollkg ad $OMkg a lh•x Spaifkdbm. If LM rsa » W b awed, tM upper tax enrol be caxtr«tat h accadacs with 9«[fors 02Gs9 eb 02G50 a 02G51. FIELD DENSITY TESTING tNle« •p«ifid Ksewlw e, eM C•nb«lr NMI provide FlsW denNtY k•b W wr;fv that tls rampatbn ragylranant• a th» wctbn teen been mat. I'lotrbl avkg o gr:MaUon with more elm 30Z retakxd m tM 3/1' threw ll + a Y b canderd Loa rarx fr —fata- daxitY tsKkg ty rwla:ed with f:xr n,dria ob racanpatd haws rattttkg. Additiwwl (iKd lsaW ,..<m.ry, beraw of idWra of tM tint teat b <aaPY with aWt<d dem;tY rey'rantent>, •MII b provided by tM Contractor d ro add;tiwal rat b tM Ouae TM Feld density dellty F im wlli l by h crcordptce with Strdrd Method a Twtkg fa DsrltY of Soil N-Plata by tM Sad Cara netted, ASTH DI55G (MSHTO Tigi) a wing N«kr Hethods N «mdxe with ASTn D2922 r MSNTO T230. MATERIAL SPECIFIUTIONS: TWe secret prbkta W tM ap«ifica to Awhich LM Cantnztr nwat campy with regrp LM gnlitY oil type a mdricl b b WilixM for fill, bckfill ad wnbatbtwtt operdiora. GRANULAR PIPE REDOING AND BACKFILL: Whra rvfenne Is Wade W Wa mdrM sitter m BEDDING platy r withnt [hex HI, -a atiane, it Nnll rtsm o well grMM mdria firm from debris, fumy, brorhm, wpetdion, pwentaR oW 'vrdla daj«tiwgbN molrial. It dWl mxt [M q-olatbn rayiranmta fr g,'awlr bakfill defktW m follows: Percm[age by WeIgMSyo—e Hnh Slevea 9Jeve Des' _ Total Sad P 3• 100Z ___ 2-1/2• elOZ - IOOZ ___ No. SOZ - IOOY IOO1 O - IDZ No. 200 --- o - ex GRAVEL BORRW, Wt— corolla I. made W this mars) sitter m lM Plena a withN tM sp«ificaUaa, It •hill msen a matrbl rw•mablY frtt frwn ant, ban, clay r rgatic mdlr ranldnkg ro more then DS by weight pmekg tM •200 akw. k Nan ar onic Ma Y , . oil tM Irgea[ .tan Nan rot extend G" h sty dimaxion. SAND. Sad atoll taxis[ a ckot, h>-d durlble prairo, ud/wm1Y Graded frwn doxe b f ad NMI b Frw from hjuripn ammk• of ill, lawn, clay, a'gwtic rttdlr r dhrr hamful wbtotc<a. It shell meet tM grMdion ragvirmtenta fr awd dtfkted m Follduu Percentage by Weight Siava Desim m pmekta Total Sanola I/2" IOOZ No. A 90Z - M Ne. 10 GOZ - HOK No. b 20k - �OZ No. 200 OL - IiR CRUSHED STONE: erwhM state r :xr••ned Peel, -n—ly Graded iron 3yd^ W edisfalay gMitY sFMI be FumiNxd W r'aP«a mwifable mdricl •aravded bbw a:ade, W bM Pm, W nP«m mwthorwe «<aydim, ad W M us•e NxwFcs m •tow, m tM Cen4at D-m,i'q. r m ''aykm by eM Eryhar. Il sltsll b cleen, rare, carrot. are rrx frw„ ewe, loan, <bY r spode maitr aril scan b uxll cw.tpaaa N vlem. STONE FILL, TM Caner«tr sMll Ikea xs<IfW drdnaga ditches falawlp excovdian Mth •tare fill h --ably cbse .-Family with tM di—kn Newt m tM Rim r m reran W CM WI'xa'. Dots /111 ropy dw b used N tM stab;litdbn a arrrbvivrwtt, oil •ton b P ad h eta caeca thkbx•• m shown m tM Plan h a rttarn•r that will rawlt h a r.maaWy wail graded wry«a. fss NMI W takat N eM pWirV W weld diopbcbp tM udrlViN ,m al. TM +calm NMI b w plamd oM do—ba al that than wllt b ro acumuldiam a NtMr lM Irger r •rrMW Nam a •twx. Raar_rena •F tM •tau RII W hod bbor a m«ha+ical ayipmatl rosy ba Rs b t f LM p«Ffi i cowl[•. When stave fill oM mitt blrkst ors W b pbrad m pat a m artivtktI,a tM ..tuba ntm�mb�ms a na.wlb.e o,c�iw�lm bY�ns �[Engkh, u,a ratan.,atim a eM Nharc •tax fill ant Filter blade•[ k W b pl«sd folder water, «hods atoll b vaM [hat will mhknix •agr'agatwn and hwre that LM rp,irM thkkne•• of prM«uw mararM wen b obW'vxd. r • /r sew fill sMll ba appravW MM blmtW rock. TM •tens Nall M moult h Ntom oil atoll rot fit , stalks[ dhn y W. tIm 1/3 a k• hall st Wrna.tNm. TM .tax fill MII b rta F_ u.sll G' from tM emalkst b tM rtta,rrt„rn Nye slaw mp«iFlM w m W form a renpact net• wits[ F Pla•. a) Type I: TM brgest dsnenNwt a tM store Nall vW Fran I Inh b 12 ktchs• aN d bent 50 accent a tM wluma a tM •fora h atom NMI hays a bent dm.t«en a G krM•. b) Type D TM togs•[ ilk t a a tM slaw NMI vay (nan 2 ~ W 34 Inch ad d law[ 50 parrot[ a tM volume a tM •tax N pbes NMI hwe O It QmtaMm a 12 Nato+. c) Tym 3: TM lagmt dkvtaxkn a tM •tax atoll Y'wY from 3 hefts• W •b irrclma add Neat 50 accent a the wlume a tM .tars N alas NMI teen a lw>t dhwxim a IG incMs. d) TYm A: TM large« di—lm a tM •tex afMl va'F' tram 3 Inches W fro ktcM ad a bent W assent a tM "hint a tiv •bx N Plain •hall aw a bent d n.xiat of W Ndx.. RIPRAP: TM Cmtr W •toll ii—s eat Pan rlmap h ,--ably close cmfarNtY b lM dlmat•im+, slwdWr ad d tM loca[iax hdlcaLM m tM pima N zrsdac• with taw +yciflwtims a m rdrM by tM Ergkrar, TM .lap. W b protaawd shall b PMed ea Nayd W tM liras i,.dcotM en tM plat a m dkxcfad by tM Errakrsr sb If h a fill year Nnll b ranpatM m pr Ws xctkn. All m1ap., atoll b mdnbirsd ad rat«Wd W tM ,trot Ivtea McatM m tM plop Ptr W tM P«keg a ripraq. Stun. Fr riprop s 11 b appwM, rmgh, Man Wo*Y •tars, m Merry r«tmwlr h wctian m prxtka. TM stet« •Intl b hard, aoud, r ,tent b tM arm of rods and well«fig and wit�k h svey r•mp•ct For tM purpose htarrded. TM kd;vidual •Nsa Mall Mw o depth a Val W tM twelat•w a tM raurx a rlww. TM Nrm, camplsW h Pas, •teal ratNK of •tax• that Mw a minkwan wimt d D eubk fast, mk« dherwiw noted. TM wide bKween tM stenos •MI b chkNcd wiW •rrrcllr atwws b prM«s a rwatlwry •rraoth oil Wfwm mrfom. RIP rap atoll 9--ally b pad hem m laation 1' blow CM river bltwn elavabm b CM elavdion a MqM eyciFld m LM Cartrat DrQYNm. d�tat � t � fffA4e _�i�No. PL01 iz- W RECORD DRAWING 02520 WORK PKLUDED: ffo,k h LINl •align pu oL to lM Mbbtkn a al slam dram Poe I-, ,no,Inolea, catch ba.iw, culvert. - om"rWaaue-. Work -InNI W m afro. pot rotad m tM Cm- D,aakgs or ol d _w by eh 5nginee,. TYPES Of PIPE: TN, type of pim - may W um] fo- storm train Ikea t. 5-woth Ireriar ad Anulr E,rior Co-vpatd High Do,l ity PawtMlww Pipe (NDPE) or m aPpr'o lava. TM W. weer •top golkat od •tanloaa atoll cllr oleo-bly m_t W eiprovd by tM D,ir a pr's to IN, Mtabtbn a my Pm. SnOt2TH INTERIOR MID ANNULAR CORRUGATED W.- DENSITY POLYETWTLENE PIPE. TN. p•cifkaior deariblo A- W W-irh (W to 1500 mm) Snwoth ht 7 w Arula Fab,, C*T""ad High Dawitr P`Iy`LW"" (HDPE) Loi with a Sit Tpht - Lag, Roaistot bi,t Fr um h Mpcwvre portly ,tiro dLa rI grplica4m.. • AASWT0 MS2, 51odod 5paifkakn For Carvgad Polyothym Pim, A' W 10'(= . 250mm), Type 5, AASHTO FT294: Sbdod sp_fk _ F_ Cwr,gad PoIyaMNn Pipo, IV W Aft' .300 to1200 mm), Type 5. AASWTO nP V- 5t d Spaifkakn Fr Cwjated Polyethylene Pipe, 54• W 6W (I350 w 16U0 -), T- 5, ASTn D3321, Stodrd Pr¢ for [kdrpord Mtdbtbn a Tbmoylaltk Piy .r S.wero ad Otter G tY-F- Applicotvs. ASTF 033W. Stwdrd SPIifl,,tion rr Polyetl le Pbtk Pipe od Fitthm Pa AS"Tn F1 477: Stodrd 5paifkatbn far Elmtwnrk Sad• (Golkel-) is Joni, Pkstk Poll. • Pip. old fitekp -'a NMI W h'gh-d Ay mlrithyN-e mmtiq ASTF D!I 0 all '1-ILL 324f20C Fr A- tlroIi h l0- 1, dia ctl,l I,3354MC for w 12-tIr0, h diw-wers. • Pipe _oufacb-ad Fr W, .ppcifiralim atoll c y with [M req,wanwn. for Wet rr,athcda, dhnwsios, w makk,a fond it AA54T0 F252, AA5HT0 Ft294 rot/r AAWTO FLIT r. TM pre Lllot Nem a pipe r. rmmksl MW A._Lt. Pp. Milo th•II W ro Ism 11,m 99% a r,orrtM Mid• di_.etr ad hew a met.wn of 20o 11 1y -.tk • Fr 4- to w-krh (M to Mmm) dlo,utv,, tM ape oupP NMI W Lm h it r sot Anwb- E.twar Covtgatd High Dwulty Polya yl (HOPE) Pipe -wstkp lM rep trwnwnl• of M5WT0 F252, Tym S. • Fr 12- W M- mh (300 to 120Dnn) -I -, tM am wppiid .MII W wFwoN ,torts, rod Mwlr E..rbr Come W Nigh Dwsity Polyethylene (NDPE) pipe -wekp tfu re W - 1 a -TO r129A-97, Type 5. For 6 - W w-ksh (1550 W KOOrvn) A_natra, LM piy lIo- shag W wrwath black, od hub- E. `o, Cwrug>tad Hqh Do s ty PolyaMlaw (NDPE) pipe mmlkp tN,rot.* -a,. a AASlITO r'�l-97, Type 5. • ybvrkrd. •n' valor For w in deign NMI rot W saes th_ e010. "TTIMS• MiLtipa NMI -tom W AASHTO 1 2 2, nzw or FIPf-97. Fabrieaed Rlti,q, sMl W unldd _ lM hterior w mbar a at Jwrtkew. JOINTS, pipe that W Jv with MII-scot-spigot Jan. mq AASII setirTO n 2, n294 o- m"-97. Joh. NM1 Pavlt silt toil w lad r a-t jant. Plpa Jehl. NMI kravorote a gmkot nwtkp tht rayFw,rrts ofAST11 F477 to Fool alit Ugft od leak ftl` w rot-ectbn. Jo:dt NMI _cad tM :MI tieNt joint pr forrrare vRria a AA51FT0 5tvdrd `pociRce " Fr HILO— Bridges, DWI- Il, 5.c1'wn 2L. • Gmk.. NMI W kutdid b✓ tM Pm -IF. - _,rod with a rarovmla usm b er,a,:rt tM ,,ol- - irm fro- team.. • A Joint lubfra,t ,a,ww by tM mawI— Nal W uwd _ tM 1-.t old WII drkp _I,. • !-ooth Morlor rod A-ulr Edarlor (arT,gatd NDPE Ply that W 5wa-Lak F4T1 m f-lid by Ib,ta, hc. r a--mp'oved gM. All ate.als produc. mutt Ire orbit- W tN, IS- law roll•,. w_ bl dots fr k'„lalblb., Mlabtan NMI W 11 l lot a with Ill la. .5 lM .Kcaptton tat rebus- e-yr h lrafkkd o-am Neu W ors reel (0.3 m) rr 4• - 4D• Ppa od .e'(0.5 m) far pill, w W pim. B«Mnl tN, Pm with maerid meKiq tM . Elo*wl. a ASTF D2321 am• I, L r III h U W tM apPwal a i, 5 %X B¢k(ill N to W Plead h N, . buslw tech gn. compacted . o mhimur, 95% ala,drd procto- a m da•IppW by tM Fipkrr. Torch wLat, afRuW 1. rode 'eu'Hh W Pare and toyp«t _m rand IN _<ke pim. TM trl- wish :NMI W avlstdc dio-.24' rr pipe N-a 12- W W rod 1 side db-.L .w far pim .Ic.. %.. W. LAYING PIPE: Storm drabs and wlvr. skit W uMrrcW _ a trarrh bib- Prtrysd and b-ddr4 m Nuwn m LM Cantrat D-iII. Each pipe •MII W tl,edtd p.t Pier to loyip W rmaua that it N clay IF dl dirt ad calri, and .teal W lad 4w to Ike rod pads m kdtr I m LM C_troct or-iqa. All ja tt "' W tl^ w hvr..MII W cwM1iwov.. Wh_ pim N W W lad Mt- the S.. Higtumy Right -a -Way It -11 ago W -Ltd h ocwdwr. with req,anw4. a S-eti_ G01 of tM Vemunt WigNuvy Depatna,t Smclfitaian. L r NMI W mrci.M -Nl, mladkq pipe Fran &Ih truck. od mwkq Fill W i. fk Fmttbn. W do IWd Poe i. mjaW by tM &,firrv. nor, Pp, •MII W IrNaMd by lM Cmtr«tor It tM C_tracbY ekpasa. •aln,ra -la" F' b W W rlta".0 t or n-lad w It bacw-.s dmwgd Ar . tM Foal K LM (aM,«b, it M 11 W -bud wkh nor pipe a IN, Cato Wa , mperoe. PIPE BEDDING: Pip, till,, NMI W m -Ira h S u_ 0 o thew 5Pa1fkatias. RNnfor ` -Its od mPItt coal torrvg- metal pim •MIL W bddd from tM trwrh bottom-, A- W. tM hilt K tN, pipe, W tM •pntp the a Ito pip. with sod r pawlor Pm b ir. m Ilialkd h tN, Canboct Drwuim,. Pbatk aim Nat W Wddd Fran the tl h bottom, 6- I,I w tM imart a tM Pm. to G' above th wean a Nor aim with rod- pwwlo- aim beddip m Ilia .4 h tM Colt,«t D-kpt, Badafill lbws LM Pya `"_ NMI W witmle loca.Aotd rtMVM ire of •lass loyv Item 5' w .Ill W clad acurdiN W 5atb, 022G5 a the apeclfkalPs. FANHCLES, _TCW BASIN$ AND OTWM APPIIRTEN410E5• tI k l,! _ tM Poll, lM Caar of .MII fro F ad ,,stall _ tM , v,IMch meat LM raylranw,t• a 5«U_ 034G d Lhex Spaclficaticrn. , C_Wc1ar sNo11 olm fu t. aS inaW11 uWh bmM, u4sra indkal<d m lM alms, uMch -wet [M «yks-an. a Sarum 09402 a IMw 9pecifkdbs. All mmhols a catch b I, Lam,-, grass orb all miaNlowwt sold .MII W irnished ad Mtdld h acardorr with 9atian 6aNr0 of these • cifkabn. HEADWALLS, TM COMr¢tor NMI rawtrect P4. h.aduwlla a tN, locotip,• etnau„ ad h ramwdN <bw conformity wRh lM ILL ads w tirarotoro •houm m LM Cw,v¢t Rmk,g. a m ordw'd by thekwr Ep, H.a4„all. NMI rW eHls .p'fkd1, d..4l,! mold, used, corrt'gatsd glw,bd m:,W rod eatk.w r Noll W a taros. msWction, m •[Lon _ tM Cwnbal Dr'ovk,m. If con•WcW a 'o-t, at wuraW aitiud Noll molt tM rayk,wswot. for Cl. e rar,crt. m per Salon 0-13W a thew S-Ir-11- OTi50 DFIWTER1Nf. taORK RK uDED. TM work iukom al urork naa.ery W provide a .tab, work arm rr Mbbtim a qPM R, tWCI-re. rod pa.ctkq tM oral, frwn dw.am c d by u,aler. TM Ca,4etor Ndl a N- morel ,slaw by p,.,pkq, drarur'g, balky a ahwVdw, ory war Wdeh may accunvlote a W (and h 1re,cM od other mrovatia„t ,node wrier thN taRr«t, ad •MII fwtn al alma wells, wrtny, dm,., !Worsetera, rather uprka rwce•aay W kmv lyarchet orld ate; mcolatbrs arrtinly uuta wile pim Ikws aM -trvcturca w LMk FosMatiws re ot" Wilt. cNeaN mote mmwvy NMI W Pet F,am damage 1-tiq fro- dswa_k, urork, by v-- a color, tar pole,, or t,'_hahr tmethada m may W aPprad by - 59iwv. TM Cwd,ab No11 d al tine., tuns .ark- pu ,, -Nil- w that airvcture- will W built h tM dry. Eaaabn Pot Ve.ub NMI W dto-1 I whoa rore..ay by ,se IF •Imo droll, pim u,drtr-aw, a W - a roll, Pata.. Pips awl f_ wderdrah• NMI W a -Pl. Nor W dauMer lrarrh to, Popr drp:,oge 4riq cm-Wctbn work. pim eNoll W car ey metal, NDPE, o- PVC, m hera:,aFeer _ecifisd. Ara W W .aevaW w lrarM- atoll W locovated W h adatianol depth m _,,w W toy ,rdvtran h a bad of clew pall a bra,_ .toot. If a u,w Pahl -ytan N Y-d to, dp„arip a.uvotlm, well p,hts Nd1 W .Paul w dl, a W o depth to thw NY Ill- lM cwsWctton aro. AI dauutaor. regraem d metMd .teal W ¢co-pI1.Med w taut d.yala boo-,, it, a I.M •oil I. raachd to alga slmla wmrt a Pm lines, •tru ,$, rod faadalw. pamwal a Nwal rum,,- h tN, bench wtthwl P I.- a ,table trwrh bato- t fa, PIP„ r .-t-. to l clot camLiW. adarya. ew-a.r:p. TM Ca4ralar Ndl F,wni.h, tat rod mahteh, at drahme wean. N _j,, m Nratrm to Illbuilt w,rpt'hii. Cwl,¢t Null nave,. The C Nau ur,Wvcl rotor abata.aM1 •o-uawa r- all pumm o- m¢hkury tNA mutt run aFtar ask,, I,o„rs. Theta -Irvarm mot Povide depute goad -,I- to Prevwnt ai.lrbwre a tM P,4c. Nate irw- -NII and .acwatians •-I W dip_ 1 of h Loch o mans, as will rot rand hJury W PNk Math ,wr W Palk r Ki Pmrty, no- . work canpleW « spew, rs to wrf- a Not- w - it-frwr. Wth use a eo I by th punk. W oilty, br¢ki>h or turbid war from _hl. and sarovotlws Nat W abwd . dloclaps dkxtly W a streon or ,Moro- tra:sge w Ndk,g W a Kann. TM trbd war - W dNclsmd orb tM vaad prwidiq the -t,ruff sole rot cress o trail Ktmtion i. lM .tram. Whr. ground _,plkai_ crests- r I. Ili to cr,eata trb, stream codtlbs, tN Cmtrato will ill raapird . detain Ito trwrh aKcwatbn war kn a lwnpray sdlm_totim pod or a •imilr -1-I acceplobN b tM E,it- Upon umpl.tion of-It-t'Nn, at to- .dmenld iim W li pod, will ned with - m is and tM KW _.trod W its ,local -Iilbn. 02540 rcrr l�01'1 r�tt^;, WORK INCLUDED: TM Ca,b«tar still urvy wl Ill ayrotint h wch o ,wrwr ILL,qw adsya. PM«ti_ W uwtr caavxa and_-. -I.. ero.un. Within 7 rawdv dory air Notice W Proceed _ tM PnJ.ct, lM Cwtr«b •till -it . [ EY,gkutr For ¢uplrce, LM Cmtr W's >oposod matN,de of .rv>im unt,a od -t tan Pra.cttan. M work NMI Ira to -I m or.wN1h rot highly °title W r_bn, m irdicaled by the Ena-,-r, or _Rhin wistkq trakge I L. until till, method• a erasion antral, W W a-plwyd ontM Pojat, hm. boar approna by tM E.gkwer. Tht F gkwr tit tM wlhoity W limit tM Kiss roe a rolibw loth rMvbl -paled by .-ion, Wrvwv and R- eprotb old tod-L - Cwdr¢lr . of W .-I-- u,acr .-.car od ovs a war ingeiMr,mt. Tha•a m,awro. NMI hcludt I rot W Iknited W, Ww check dome, fay bete. ra rrwkh w a.l-a ramldrd de•irobk of r«lka by lope• .bl W seeded w mrlclyd W LM wronpi- cut •loom s, wnbaAYrv,. W tM lar,wMa Null till srNvt m pr,ati<al. r .d:q, mv,cNc L ksWlblim a .rv.im antral Nrubbry r otter dnlpwd Ireo-t N w W ht P 4AIY w cwrrr_Uy with eM aM, TM C_b¢lor will W r-.w to hcarparae a1 pwmoa,l anion c_U'o1 r. r_ rM IN" P Jat It tM so- _ P¢tka - m avLlhad h Ns «cep_ _MA If and w Miss d.v.lop -wilt WIPmd cwwlrvcti_ opl-1 for my appr«Id1. Wl*h a tiro, th eaaali_ and wrnbwtrnwrt ,sot •Isla W •Mod h h It- the tN, ru.wfF of war may W htrupW w divrW . mht• .h,l Nmt -ion NMI rtwlt. Slop, trail sMll W Mld1d m soon m pm•ibN . -.t h c Irq tN. -Iff. If thole Pa -I- mrow,rm N,.w (tl1 rod _ aporacLao- a-wEM1 of m - bagM W .rode hW a rlwr, Ktaan It. knpwr,dTa,t, lM C Loy NMI ¢t krsnd Iy to tod Pl-t f__rmkn. Ere•bn ,gars ,colors• alM1 W twM1ierd alit tiltwtrwR ptrI- F«Lillie. Iw. b_ canet-I rod-11 p'ma m hall sbpe- r p.cblly -1l,I NrN,ry N s.tmltNwd wffk-,, b W _ afatlw d.tlt ._ ogan•l rmbn. UrM.m ahars„iw I P ll! N sRiq, ___ -.Apnwa steal - W oparald in tiro a4tant mceP m nay W ,spirt to _t cap.. h claYul ob mrmaw,t o- lwnporwy ,lrvctw'lo. Ri-, .treona w hw ..lm b •tilt, u umW¢tbn will lbw, W <Nad a all False rock, 'ilk,, od dtbrl. swat by [M colitt tb opratwn. TM Cantr¢tor -tell -form a1 of tM •torn war rod rmbn ra,Mra apalftcotk-s od decals •Nan m LM Cadr¢t Drwu:gt Yrk,d'r,-•lion, rmarMar old r.mowl a rpdvy Aso. trrod :Met prelectim. OC�ra• WORK INCLUDED, TM (tr«tr .MII fwrdah M.11 od Wt at weer main• ,ad :iwrlaa'ca- m ,,grad h [M Canlr«t Drauk,. od SmclFkakau. nATERIAI3: Pipes Fr tll u,atenir Nall W datiN Y_ pipe o tN, Mtcbw•• tram Lticbwm Cbat�" . Pas. TM rnr,kr„rn -,a- Unicbrs, Pm NMI W tl,e t kn mob- wd�F_ W t°�`Iu b.a. -i- a AN51 SW,od A21.1, (AIWA CIS) ad AN51 Sbdad A21.11 (AWWA CIII), Rubbor Gmk.l JekMa fa Cmt Iran, ad D¢tt. k_ P Pit. FTt.q• vb AN51 Stadrd A21.w (AlMk1A CIIO) Gay -ken rod Ductik km Fillips 5 tech tFrwgh 4e kch o war of Ml Lipoid•, All ductile Non pipe NMI W carynert IMd rod NMI conform W ANSI Sto-d A21.4 (AWWA Cw4), Cam_t-Flamm Lining Fr D Vtl Ir_ nor rod Gym km Poe al Fittiga fa Weer. All Pm jehts, NMI W tM Fv-h-_ type,".Pt for Joh. a FM1['ng. rod vow• w Ih NMI W - Nl,ica jant. _last ,roll ahrwim _ tM Pas. All of IFsti pots ahal -fo-n to -ti moms 11-2 thll h - ANSF Slmdad A211- K AN51 A21.11. tNwogh 11-5 0o II-) uro,gh II-D TM atatrica red¢ y of tM pipet"* rod ott¢hd .w,ket NMI W mphlokrd It at j.in. LLI th ua. of the arm• wogs at loth joint o- with v tan •tr-. TM akctrictl cord«Livity a the pipets «row at tagli,,., valw•, pot flttl- stall W m taksd Uragh lM - K rad«tlan .tr-. Flo ca,plkpt •till W mode a _Y mht on [ pim1M r .-I-I aaMue wltlnvt k,[arpwMi,ng Pevi.im• W mointan .1-al radactivity. PNchoMed Joint, d Lila ten Pm Nat W the t1L LI- Ctm• deNpaW _ tM Pros, rod "I too kstaw Wrre _alfkd on tM Poe. Fab:_ Jdd tali, ism Pm Noll F_ . lM 5p fk _ far d ,,, i_ pogo weal fa flltkq• Wdch steal W macb l Jaht with bed, Ndcb,atl of tall_ a ctrwt f uMwmkq W ANSI A21.w - _Nl',taL jag• w Nall W in accord .1. 5«tas II-2 through I- of ANSI A21.11. All pipe od Ott4p- •MII W moor(«two by U.S. Piy rod Fwndry, b., Claw or _ apPovd e9M. INSPECTION AND TESTING OF ItATERIAl3, All colt Non P" of "I NMI W kspald rod WW h acordor with 11r movF¢trarL _«.iRulion old tM aarsrnwnlLmsd ANWA r I/,gaol TM CmWCWr •teal hr-lsh fr approval. csU'ftcatton tram Pm-asf«F.r.r t. al W. ho.a boon port• -rot with saiKaclary Loa.. Pas still rot W Yrfall-d .11hmt tN` Figkwv'• -PW- W DLING, Piy, fillip• ad awssafw NMI W -00, alit b aald :fwmag•. Prior W Ur dotta aaaP_co a tM PoIat work by the Gam,, tM C_u for NMI reel- _y Papa or occe-wry Fah w W oaf«taw at aW tint, inclowk, air It Ms bowl hatallod, a m loL s . th Ouswr. TM Gm Web'. ata,U_ 1• cal lad to tM f¢t tat tM caranl Ilrtp a tNa pip, 1. Nit• -tk and a Lol rag .hwW W tot_ i, ladling. All catkp steal W dons ud-h a -NI,I M/ry _Mal culls or bniva- dNFad W tM purpose loceyt m aM,wiw applaud. All cut rods NMI W monied fo- posNbl. sack. <a:,.aJ by cult,,. All pim -Nwirp racb •MII W raja IF o¢b . In M a, tM C_tt nay, at Ns mpw,w od with lM ap_mal a tM E.pkwr, wA of LM askd po iws a a yM ot Nmt tu,elw fiches Iron tN, viable lime. a tM rock od _a LM mad Forum o tM pim. All Plm rod Rttirpa •No W iload It, at help, oral, w least• Wk W Mblatbn rod .hai W k.P clown will tM thw a «uptare by - Gunn. LA,TING PIPE, Pipe Null W lot _a, a lr.ruh Wlbn rod toll p 111 m i aW -n hCwdrsct Drorip. m amcifid h Ll,ia •anon. Eeh aloe NMI W lad Ira, to pods rod w laid m to form a tight j- wi. nett djokip pipe. All Mtablwn a pim shag W low h avartora wIN ANWA Slpdol CL00. AL all time• Won Plotlaykp It rot slushy itL pRpew, tM op_ rod• a the pim that W cb•ad by tt-aoray urtal'gM Pug or by aMr I,, -slow. if war I.11�tM bwah wMn work 1. L • I, tW 0, NMI - W -m _til al doper of - _trhg LM pim tm pureed. There that W a L,L m a N. fort a covr m at pim, od fitting. TM pi" afdl W rotalld in trw,chs od It tM Ito w vows Nan m the Codr¢t Du,uhg. Arry deflection d jags "I W dlhh lM IkrM. apaiFwd M th -,wfaturr. A al wp rod ovortearts cot - to syprma4 Nat W wppotad _ tNoa ro alroh W.I W Ir-d on the emipmwnl. (11 LM t ,1 - mwwf«lust'. _-cir _ Y,kae fha pips load. w rot to W trasflr, r, tM Cmtr¢tr LLNIII wbmit cartii`u . of umplimce). Thnt bock. r oromrty MWllad tk rot. NMI W Noland _ al Pug, taro l Eros leflelk, II-I/4' a ma's. C NMI W taker, b arose tfM canon. will r,a cane In cwMact with Flops•, join. or bats. TM r woo! ass a [tent block. w i tk m th Ca t Dro kW or .tell W m opPawd by the ErVI-. h Mtocm whre tM Loa of dirr_a tyros a Pms reykaa pink,, tM CaHreLa toll FumIN led k 1 Ill necamry IdWtr-. All trarhkq _t` -falyds NMI W kn aaMa-tar. with ory mpikabls Stale w Federal goal,,.. No -kiN m r ,geld,. ever pip_ af- they w bid v"pt m may W nclotary In -,alci, phi•, h plain, adlw w h emak'0 beMlll material w111 W pmmltW _tit pipet era b«kfilld m .pectfkd W a depth a 12 PIPE BEDDING AND f3ACKFILL: Pill, Wdiq w b¢kfill for Ill w snI. sNlI W m k,dkMad h Section 022G5. PimiM -Noll W laid _ a pilled bow of A' of led r grael od dj_W rr : apt aily..r.t ad pads. 5w r Brawl, :dkoW ti lha C_V¢t Draulr,gs, hat Ilan W p1aW rid cgn,p¢W to tM sprhpM a till pipe (unlrlintol Bockfill with srcatof i malerM con 4' o alwua ro Iryv tNm 3' NMI then W -lard and iti- in G' Itf. to 24' ovv tM Poe Whys robs.vial, ',n- 1¢c' o,itims warmt reduced tcddirq or oarnpative effort, tM Fpineer •ail make a _j dalamiMi_ m W _4 tM b _Zhl r�i_ obi Sationn (WIS for All prof«. -Noll use lh It" F aA lirud h tF.N Pkip w my emhga rcevlt+q Fmm rtduud Wdiq sail «cr_ to tM O,usr. FIELD TESTING: Ev m allor - di--, a1 P, -Nat W WW, Pip. I:ss bid h ll a otbn o- added in carrc. od ap mpowd piping 'hall W to -tad prior W Fold pahtk,. TM CaM1r¢tr NMI f-- al gaage•, Wlhg ap cols od at aMr rwccs-ry a prns',l and labs,' to prfwm bakoge rod P _ W. in globs a _ -.,.d "l, Eah stout- a o __. a ti-I feat a pipe NMI W WW. All vutr rtmkd Fr taatkq Nall W Potable. All Wtiq >Nol1 ,o _W . tM _l a tNt Ergkwr. TM CwM1r -tell make tM naea.ay P 4- . tm lM pia- ot tM Ngh P to 1 at ar od "I p W lama a- rar-Pkliq lM Wat. Hydrous r abwaf. located a Ngh PI- nay W v.ow ra ok rebore h lieu a lay If mprwM by - &q . TM pre-wrs ad look-gt te-1. NMI W -rom , m a vnWnad -lot with NMI W Fr a duration a lug Iw- a 150X a canto -ak, wPesrrc a TOO DIN, hkhwr N - in tM lkne a - Iwwaet slcvaion. Leokag atoll W 4fi,ld m IN, q,artlty a water tat molt W _paw - tN, rwwly .,d Ppa t. nrhtah tM laLim W ll albs iPi" hIl 1- Filbd od tM air rm boon e,lpalld. fwmvW. ledaga N past, tN,, the de.rmtrwd by lM 133, 200 Wlva L la olla ,dog. l, galas W hour, 5 .the wVth a pipe bekq WW, D N tM romniM fa- a lM pipe in SUM•, - P k IN, avwg• tort pr's-a're k, pew• pr gyre krh gape. S w MY tattm a Pipe fat either LM Plowre or I-- testa tN, Cmfr«lar -tell b avwytNrq -t•-ry W bmFe w repay a rapt«e lM defatiss PIP,, filter,- orJp a ro ..°row to tM Ounv. 1. for my rem_, LM D,iwr .Mind air tM For ykq P-oco _, tN, CmlrocWr teal r i r.wwsibk fo- th tighaua, a tM line within lM atoeve rep,irerarta. DISINFECTION: C[Moriution a lM war man NMI W uMsW _Iy a.r tNt main b baron .aUK¢Iwily WSW od fknMd w, a clmn N,ean N a,.ird m dettrmlwd by lM Engk-r. TM Cwkr«lor NMI F-li, all Iar, ayiwnwnt, mars- od torte ncsatoy W dis:K«t tM pim rod ppyrt 11 In «cordore with AWWA 5tadod fr Ot.kd -tkq Wafer Faro CL51 east L e 111_. Th, untkww,• Feed m 1t 1 fho l W mrf. -r wr tM tupwvl- a thl b,gk,sr. TM dNLMattan P Nall W ol-lol «<-ptoa. _1y a w, ao-,Ill a war fro- tM n- as of«W mote �hwu ro .Ndwre of a«Iwiaogka amtanlnatbn boned m H:MIh Depra..wtt Waing Wtlrp by •rota approv+d la,. VALVES: All telva• for wasrliu- NMI moll tar r'eV'kwraA. a Section ISM. IfYDRAHT5. AR Nods-[• Neu - tit r.yirwnwt. K Satan 15109. PIPE W4SULATw h oam wMra tNo,l I. htuffl,t town (I.,. lam than I. o o o,c Nxf fort) d_ to _war pi-, t,. m hdlydd _ tM Cwdr«t Dwuhg, KI m..,W. NMI W heaaWd` TM hwlatm tM11 W a aevudsd pay.tyraw od law a mk,irwn tNckr,lo- K 2 irha• - NMI Is ,stout h atrkt ramplknce with tM mwwfatrr'e dracU_•. TM ksaattm NMI W St a rod NM yraoon Sn, a, .tell Fret tM umprwaive ebapth regkamvM. AS C1121-13 I tit m mwf«ts,rd by Dow Chtmird Campoty, of A nictugw,. REC ECTIIJN OF SERVICES: All mr i,ll to lM kVuvular mete WII W r's,e- - 'IlM ,raga nwh Wth pim a spa w., od NMI W -Ilsd Wth a apPra- Nm or YMw m applkable. o2sca WORK INCLUDED: TM C -tr ghat FraN ad Mta11 .1 pip_, folios od aM matvMs rouas_y fr tM ksldlatlm a , wity to 1, fo-" olds, od all mprtiva,l cwsVatian _lad thwalo k,ck,dv, chinrwys, rarwctbro, UYv,et bock- wN alv ,gated ita-a m irli- m lM Cwnbact Orm,:q- sot m :rac1FN4 heroin. TM ark sho11 elm ',,lade .slip rod Placiq lM w'sevn Lao -atiKata.y Irpraian. TYPES OF PIPE: TVPlo of plot u kh .Noll W used forh tv_b_ puts a ark era m follow.: a) L�ty5 p/ WC maid oral piy Halt,, AST S-ifiu oL D3054 PVC SEWER PIPE PVC ll- pipe NMI c om h otl rlomcl• to th. MeN ,M• a ASTF 5palfkMkn I-., r F679, Type PSn Pohvkryl CNaroa (PVC) S.wr Pips of Fiatk,t, SOR W Wall LNcbwss a Ill PVC opt aNMI molt AS $yaiFkaiam fa SM 35 pim. All pipe rod fittk,a NMI W ckaty -skd at falow-: lbw/agora,. Nome od Trdanoic. 11grnM1 Ply 3iu Facial D.•ipati_ PVC L.�WiWwU-Y ASTTF DS'J0M � 35 - PV'95ewar Pilot,"or 'PS 41 PVC Sewv Pipe• Dl.J . NMI W -h-m I- v.'rq aorta-nwic psketa, ad Nall c tf -n W "M D5212. TM lilo t Nall W f«troy Mtdld. TM Pm •teal W frni- h - 13 Feet lenptNt. Surfkl_t ranbw of Nut .l,tM and fully m¢hkwd Fitt •till W provost fa uw a moMRW, cl,krrwy, w covuctbn. All raewctM-s will rp,irt tN, use a ,v,owfrcturd Nttkga, fNW fa.'katd, :-add1- LYm torntctlws wilt _ W cwsid>rd , We aole. Any ply or Fitt" NNlrq a truck, a other dafat, or .Norte hm clawed a wort bbw -1 W marled nJ«W - rarr,aved ot acre from taw work N.. A. Film RA- - W W mods a 90' W lM Py un.r1M. The controcto- NMI WM th cot rod b IN, .wtw e,k m tM f¢ta, W_I, ra-ova otl i _ buts, mom,. - pl- a ha-iq -wk m tilt pipe Wfart TM Pm h•.Ild udr tN. apal(icaim Ndt W MWtld w trot Ito iitia LafNctian, maaHrd m dasrtbd Wlow, •hall W Nm than SX. DofNcu_ W. •Noll W Wro I _ all ft.ible Pm otr tM fi a backfill Ma bean k, pl- For at knit 30 dory. TM dal«lion tort NMI W - _kp a raid bat I, madrsl bnhp a d` 1 W 95x of lM Mae dares, a tM P".•b _a hln of y1Lhg dtvka• thdl W u,ed drkp tM def tc W.. All piy not m-etkq th defl«lion Wt that 6 n-mr Mq w -loud It tM CwMyacWr'• a,tpese. TM mwguk war Nip geket od •tainkaa -1 c _ -ly Halt W apPawd by tM F..- I-r to tM M1a1b1bn K wry Pm. TM Cwdr«tar will w�b'mit catifkabn tat LlL moterds of urotr«ttm hors W_ �Id, .sW, Wp>cW ma.l all tM rsq,kwnwM- hcludiry oral thkbwt• in tors Wth AST11 D3034 ASTF FL Fa al pim w fittiry• . W 4u-udd h tM _Jp ask. PVC Pilot Null rot W -Ltd Ni,,LotM to-ptra- drop, Wlow W7 or gm• aaov� 100'F. Dskp uW rotator, tM FNcbRlty orb hV t reablors of PVC pill,i, ,start. El- call I. r.wdr.d Wr, hoMkp PVC Pm drkp -tor -No,. LAYING PLPE� Pipe •MII W lad rpm a l r h lo,I old lad pmpwsd m ltl,Id _ tM CwMr«t D Iw,,l ol apaifiad h tNs -slim. All Pm "I W trefwly <Iaowd J- Wfra b,iq. Each Pm •teal W WW Iran . Ito rod ode w lout m W farm a tight joht with r„tt dJPnkp pim rod W brkg hvvts caakv,w.. WMro tM pas reW >Pvko rarwctiarw, Y-broroh• with L tech .mro sMll W Mtald h tN, sear, main. Fk,fble Pm gmket> w ra.,kd m pr tN. W walkkq _ a workkp o plm. often tF.y - bW a.c>pt m n,py W rwce»ry k, -witkp Jant>, h pbciry rdk- of h lamp,, bockflll r„dvia WII W pemMtW min pim. r. bakfi[W m >p-cifid W a depth a 12 irv: a Dr:, unKr¢ti_ dl open,,• W Ill, Item NMI W P__t from__ a gate r a- rr,atrd. pun Ito a ilo_ a of Pill wM cot-pt.W NMI W teakd - Naayvt _ by 'W,a1v Nfatiw methadt. Where mu Pma - W Join mink, one., LM Cantrator Nall do wch work m I. rucm.o-y W mars cwvwctbs. FROST PROTECTION FOR SHALLOW 5ENERS: Scwero wtL, ket lfnm 5-1/2 rmt of war tM corn r rotor. hdicad _ tM Mo,e 11W pros_ ogoin., frmtkq by M.IIai_ of 2' tNck StYraoon Ste ksvlak, Nuets Wth a width a 5 feet r twka tM pilot dionwty, wNch ever . ores;. TM -t. , al W plotd G• a-1 tM aaun a tM was otr ranp¢li_ o LM L' lift :.mmediaWly abaw tNorsun Ms bean rrds. Co-- Nal W mrcisad by W C_er¢tor drop bakfill ad conpalian leer tM all.- ,Mots W -I dv.,ope to the steal. Styraewn Sn she. atoll meet tM cw sir Nragth rarykanw,ta a ASTF1 Di old NMI W m rtawfmt,W by Dav Chem,, Co-, Rt M,Ngon. LEAKAGE TESTS AND ALLOWANCES FOR GRAVITY SEWERS. TM low pressure ar teat will W .x W >im.- k 11"arb, or esfiltraim rotes kM10 a aM1 a al Wavily maps. A.gAore of lM seas still daps, upu, lM testa«-«y prfwrwre of tM .row voa test-litios. TM teat atoll W pof rmed _ P'm between djaunt -,o— star-kfiui,g hol bean ramplatd and co_ tIj. All w tall, ba rodlid'wall ta-a-, of aa •tuba shall ba plaggad with Flavlblt-jaht toy, o, aveplabk alt_ot, ly rmtlr I to wltMbd t,,irl- WL Ps-aurt Soh plug r c- .Noll W ,slily rarwsubk, w thk -a .MII Pov,e a joint wttobla to, makkq o ilmNle-Jei,ld lava- cwewcli_ or mlwn a ,tor W _w', fa rceplora, the Pm shw4d W clrawd by po.ahq Lhraph tM pipe, o Fvl( grope •u'ag•e. it l W LM ec- lNbilit✓ a thl Caar«ty to bore Lh Py cle_. k-s ldio.ly fall u kq th pipe cltmkq, tNt Pm in•tabtim NML W Wtd with Ipu-pre.eura a,. Air sNoll W •bwly wpplid W LN, oa d pipe s<ctim vntll [M Morel ar prlosre reaches 4.0 prods per eyo-e inch grata, Ua, tM pnrag back Pescara a my Wound wa.r that Hwy wbmarg, tM pipe. At lamt two m ,l NMI W slaved fo- to ,o,otl , stallitotion Wfora P«edk, irthv. TM Py Ito NMI W cw,Hd.rad alga,, adorn WW a m _o,,I Pe.sur. K 3 0 pall. pr ,mva iuh greats, thw, tNt oA'rg• bock Peswrs a cry pro, thl -W wbmerg LM Pm, K: (I) LM tots roe K ar IL-- iron airy satbn tastaA i, its a't v WUw_ `-a. o , cNwuvt atrvcw-• lees rot mcecd 2.0 c feet pr miwla: or (2) IN, section I test dal rot lase o a f-. tir.aar ttan O.U0i0 grit fort - mimW Por smog fora a inter,wl Piy TM reyirartnr,t. K tN, sycificatim .Nat W cawide d oaiKid if tN, time raylyd k, --W. for th Pres.ra to dermas, Iron 3.5 . 2.5 pools per ayrt m kch graatr ththl av<roge bock- a - pow roper lha may wbmvge tM pim N clot Nel thorn test twrw„W o-dkq to A5Tn C6M, nk,h,wm Ta.t Tkrr for Vrb_ Plpe 51- Nwnhol Thr Nomkwl Tk 3 0.2 21 5.0 4 0,3 24 3.4 6 0.7 27 4.2 e 1.2 w4.e 10 1.6 33 SA 2 Le 3G 6.0 15 2.1 39 6.6 le 2.4 42 7.3 If lM pip• Mldlatim Fat. W mot tht-. r'aNlren,wMt, tM Coarocb .IM1 dKemina a Ida o,,.n n.perw, tM source or .ourua of leakage, vb NuF1 nyk Cif tM m.nt w tym of-paro Papoaed Icy tM C_tr¢lor appoor rmaaruble to eM F^giwar) or rtP- a1 4efectiw ma W. or uskmo,•Np. TM umpkW Pips MWllotim NMI mast tM re.,irwnmta a this ..t Wf- wi, t_eWerd «uptabN. Shoe th. tort doe- not del tM UgNnaw of __halo, till, .hat W WW ally. TM mfiltrai_ Ilarnge otbva<e rot a moMak, NMI tit M petty = I galore Lot, day pr -.1 foot W depth, TM -Ito .teal W f111d with gal, - a Foht I foot abort LM hw-t jokes Wtwew, n . mobs. h re K Ngh paw loot,, there NMI tit ro -Il Ndtag aw W Infill,abn, Vowun tetu, of rraMMo NMI aLo W rewdr.d -'a". tM Follwuk, gtdelkw.: Th, Wt ILL W d_. amw` tor -nbly of M -.. TM-aM,ala W Mill cwvuctkn Nnll W flloNo. A W hcNlb. lip wrath •MII W ,Had W tighten tM 1clam-. All lift Not...boll W P, with a ran -•Mkt rrator, m oppl-I by tN` gk,aar 6. TM war ill- `-It.cacti_. Nell W op_ved e, praforeud flad_bk k per ASTn C92S. TM canplotol r ". steal rat tit b¢kiillow PLor W WtkV. F'b,Mlo u,t,tch hew till_ bockfilled .Mall W ca+ated t, apses th whin loteriar Piar W vau,rn .attq r till mwMnk .MII ill testd for Nakage by _ear a a hytrattak Wt. ,Nora pip" - pi'g+ tho11 W d•w'aalY bard W prswnt mnatmrnwM. A vawnn of 1 . or t. atoll W daun w thin tM mwM,ol.. TM rwMRN atoll polo Une taN If lM v«wm rwrah• btlauan W W rod M Hg to, at last two -nhul.-a. Wlurc s�p�icNole, al -I•tng t_ary Il-NMI W kept _era - mtil an nor ask I,m be..W od _p IoL by thi. Er,,I s . At -h tine a tk,,, wuera old war -I- •hal W c to,I . tM new tsar,.. CLEANING OF PIPELINES AND APPURTENANCES. U- -a.- a .1 dirt wl athor fastgn rrMertel .IMI W rwy,e ad Fla- pipe I- - CMk 'gpurtsrant rw+lrvctian. No n,aria. a1M1 W INL N tN, pipe I- to ,caste It- thraph them. SEWER SERVICE C01NER10N5: WMn rorykd _ tM paws, •eu,v aer,ka ':ors NMI W -t-,ofL mh pipe _few aMaNl p rotsd _ LM as, a till type L-Lot tp«Ifkd ltdr till tactbn. TM piy •MII W Idd ob It. Joht• mode at ragout for mw; castr¢tian it, tN• .prJfkalas. Open rod• If Pm steal W _t,, -Ill W prav_t dw- p od bMrvabn a f-i ,_star M Wl bore hook_ . tldkp rower .not carlcida-t wlth rower man Lr tan. A&IIII-ly, tM C_tractar will Po a Noble temparwy make olI - by lM Ergkwer, h m a 2' c 4' r I -I" PVC pipit, from tM mar ttrvke hart _ W of orarodkq ro more tho, I' abaw fi,i.had pad, w .ealod -ly too tM paw, For rose h mlacatkp tM rod a .ewe- wrvre raY,alkn For Nakkq vp lh WiWlp tsar,. in LM use a -ion of m ., -k-,late r.cw.wctbro will W moat. gay atr tM new ours, -Non Inm Wen _taw, WW ad ¢capW. ffORK INCLUDED: TM Con attar •hall W-prsible fo- conaWclim r mpar a al row o- -tir. P_tlw CwtwM1 corore., Naunkws ceavk a pwel wet. m oNc L _ th Contract Drwakp. r m diacW by tM Bpinwr. PORT AUD nFNT r-ro • a FATERIALS: Gravel for walk base •till W tM tHcks•. m shown _ CM Cmtrat Drawb,. and -MII conform . tM F.-, pdot- Ptr.ntag By Wright f..dk. S' FINE 2' I= I-IR' 90x - 10M LOX No. 100 a - 12% W. 2W m - L% TM pl cw a woo- K tM cL,Nad pave) toll W rat moro lhwl 40 wlsn ..lot h auardoc. with AASII TILL, or ASTF CIN. At lam- W per<wR, by ol4H, a tM W ur.r tfa, tNo Ib. 4 Naw •IMl Now a bolt ow F_¢ Fa.. Crowe. Nat W 3,5LXt DIN t_r tI,. CGISTRUCT10FI, Frtwatlm NMI W -wdt W L,l re i, t ~h al uAtth to slaw fl-V of time -ia - Mtallaian - b-" of Farm uark. Bam -la NMI W pined W tN, depth w -tim Mown _ t,, Cmlr«t Dsukp., lafwn LM lo- vcwdt L' h tNckrwt. layws o soya depth, rot W to that W pbcd w c tl,t kdividwlly, kkttkq a -Iw past mm W Mca-.ry obtain --ul carpaction. Fare-1 NMI W meld or swot od "I load tM tell depth a tM r ltLL. Fame Noll W sitter atragt4 or rrW m r'ew•Ird ad .troll W ademMaly braes W Pleat mosarr,l. Corrals NMI W gamd awl tM wnpatd gravel bole, thal M thoroughly workd Wsmut , all roil- od NMI W floutd wrooth. Afb hittul .et, tM logs .teal W ,•,sold to a 1/4' ,thus w tNt -1- -11 W brown fhiehed gross it,, width a tM walk. EFp_Non joint• NMI W plat army ZO' w adj«rod W at ma✓erwrm wcn m -Nat F or vow bore. Pnfomed jolt filly, V4- tick, -till W rat In tM lopasion Jain.. Ewry 5' WWw_ lopwsbn job., I- Ja NMl tit aaa L with a jeintkq tool. Thew poovs• NMI W 1A' Node rod V3 IN, d_lh at till Nab. Whws lM -k N dj¢_l W cu-bkq, mpfat 1,,lotd Nit "it W paced Wtw,a, th cola rod tWawdk, TM walk NM1 W twat by 0o,l-ant K plmUc FILL- our LM e,rF- or by applkatkn K _ t oPt-I I," c Io.,. Dw , till,tuck, auto b- -s may W -sykad W Pa t dmrgt. Ary do La FL I-o,rrad MMI W ,spar" It tNl CaMr¢laL aspanw. Af.r lM uwIk to properly Lord, th, ap«lo on soh .d, a tM oalk NMI W b¢kfitld, tan-p¢W rod odd. CoGq rod 3.aIL, Campw•l: Upon plecwnw,l a tM rarnes-. tM Canbeclar NMI apply o rar,cra4 ctrry rod :rdkq campsrd. TM ranpa.d Nrll be CERTI-VIX AC 131s w mwF«Wrd by Vv_ Clanicd•, kc. Fwt• ASTI'1 C-INS Tym 1, Cams A -lk car- -IN w -IN urr,pawd ^o^_rilbuAr'W trip rmisb,l, ,,loll. TM rr eo- that W oP ol-i pr .wwiacurr'. tmcifkakaa. ertunlun -TERIAL3, Goal bow .teal W ol -itild w,dar Partbd CsmwM ,scrolls uMM rod Null W m Nan _ tM CaM1racl Orauhg. Situ -horn row.. Ns11 W Type N m .law, _ lM C r¢t Dr.l i- od m tpaifid h 9atbn 02L50 a Uwtt .paifiuttww. COIfSTRUCTIM Ea,aal_ od ploy a bola .MII .•dorm W tNt rgvlremw,t. udr Portal - urn. walla. G,nd- coarol fwrro wch m 2.4'. r atNr tall,. devkm •till W -I wfn,., lad methods - aid W Pace till or--hor bn Them11 W W •-alry wrinorH i, pbu strop late dg to pals a tn,s pod, o I c-tmt wwIK P`o r t of ew--U_ a -k. NMI W done arardkV . St tan 02G50 a them spaciF,cabs. FATERIAL, Bole pull NMI W m I lari•d ul; Prtbl Cl-w,t comets u,ak. a,d m Nan _ till CwM Dravk,.. A I -In' thickkyr a •two cN. rod saw dui w1M W '--Pk' or No. 2 Ploll m prod-d by F.N. Whllcenb Cap., NMI W vat _ th tap Loa-. CONSTRMTw Ercmaian rod bola m_NMI W m _aclFwd ur,dr Poruod Csnan row.. -ab. Amer Ltr ba.e pawl hat Worn paacd, c till rod faded, tM Sur -Pak NMI W _,soot,- w _tl,I to fro.- o Nord, uMkk, --. TM Fr,i.l,d ,urf- caditb, WII W wbjat W I,,lo l by law F-gl^sacs 02G49 Dmx Gadd Gu-hd Stww wt,oee NM1 mete tM Io1bwM podotion raq,kwn..:ts. 3kve D Parca-tr by weight Pmfka Taal 5onele 3-1/2• 10p% 3' 90% - - 2- 7S% - Iom 50X - DOx 60% Na. 4 ISx - 40% No. 2W Dx - L% P1_t Hied Gr fr .,,bole -11 m-et - ia-1, «ry•remvrta. De: rot P.rc_t_ by Su nht ote 2- 00% 1-1/2' 90X - 100X No. 4 W; - 602 lot) Na. 200 M In O% - LX GrPv.l for FM 1:rdkgr of t„ba-e atoll r-tet tow fobuhg r karvnta. e.,r DaN -,-t- by we:gM rso Tate 3/4' OOX I(M 3/e' OOIt - 95X 70% No. a No. IL 3ok - sox No. wIs. - SS% Na. 50 IOx - 30x No. w No. 200 6% - 2D% 2% - 10% - s2 P-mtwr, m tvpplid by Frot W. WNWanb Cartralkn Carp. r '51- Pok' Ag t. fr pant malt pall w dorsa odd wNrd •tors NMI _41 a Ism, Iwd, oavah•d sews a Pwhad paver. TN, aa,k, of ouNsd stay vd ov.Md pall may W p-ItW If, k1 tM 1phim a tM Eryrwr, tM marMs to W gall ors eR'al h gMM1Y od ors conwaibN. TM tewra ogpgato fr«tk alMl W iced, _ifwmM grotto rod car.,bvned kn wch Poportiws lIM th «wIt" powotlan N m 0- oboe. TM agpsgat tlMl Ill ,molt✓ Frm ham dkt, dsNlriwn rMrM rod pile• -h - •lrvctWlY u,ad rod .tell -wet lM Iollwukq ramkatmnt•: PERCENT OF WEAR1 - - worse WT - N --olJ K •roil Kau o- the par.1, lM _runt of unr a tM og: "- than W rot mare CM 5s rote_ WW h ac,adars with AA H 0 T% or ASTFI CI31. Wh_ LM agppal, I. carpatd a wNwd ipwwt r«k, tM par 1 of - a lM appalls •Noll W not mar. Item 50 rotor W W h aradoxe with MSNTO T% or AST C31. Fr¢trad F..: WM crv,Iwd pant I. usd, a Iemt W po w t, by wagld, a tNt -rt W coo- - lM No. 4 New town rah Kackpile -11 Now a Nmt an fr«L,asd F. Thin wd/or Elwpa.d Pi Ito mere Chan K pwc_t, by weight, K tM marls coon LMn tM W. 4 live from rah .t«kpil. NMI rauiat of thh rod/r slogo.d pieces, 02650 BITMIFK]IIS CONCRETE PAVEFEM GENERAL All � roar, rod pmir, NMI uaa-- W lM I_ ddlm a tM Ya A,wuy a Trvspw -e. Sbdod Sp-jf-brs for -is tk-, ox2D _ r•5T- N_ •r R WORK INCLUDED: TN. ark •MII rmei.t a fw W*V od plakp ow o- Lora a aPprav d pawl, awhd growl, d.me pall sorted atone, a ThN urork -No-1 cwatat a tfw cwtr¢tion a nwltiq a orb ad tM cwWctim ahwiw praaartlar,ad malrbl m To _prod surface, or A aFs kaalww, h a altars r u-,iMiws a curb al p,Uws k, aco-dwr with th,w _ eft-iws tordwre with thee. amcifkaalws m glean _ tM Alma r m ardred by tt,,rod h rsoawmly caw can/w-WILY a4th LM Ito, pool, ad dienwsigro Nsu.n m E,,, r Ito par a m ordvd M tM 6,kwr. Plead _ a -d Lori- with _ CONSTRUCTION: M wbaaw W"IW E,cawRim thdl W mod, b tM rWkd depth ad LM bow mderM upon wfdch lM _proved •P_-• lam or by vm a otM apvrwd n..choMrd -paadkq .yiP-rt. cab N W W .et Nall W co-aacW b a firm, .van ,rf-. All aft rod Du-Phg diactty _ tNt wbpada will nor W pl -itW. A Wlloeer moy W wed h wsataok matrbl atoll W re -nowt od -lo-t with wl.ble W wNch •tell Ow of a apr� lam, ywokp tM wbboae __. It, fir. pla.d _ lM W tisagNY cw-paW. "'t-llr bid wbWae ad tMn comp..ly rtl t f ol, eM o'lo urns It rum otl First d-stlIi. CurW atoll W rasfrvcW a 3,500 yi. car,-., wo-k NMI canfor,n W 9ectbn 03300, Colt-h-Pbcs Caner,.. Stroll ••gragatbn ¢cr Aria - 0b kq K tM wbbme, tM Canbsctor sholl W kd W ,wears o, real- th na 1 o- -I'Lao it -1 uvfwm pot:, is Ap:prevd Lore,, NMI W a n„b, ll, or gaud m reyirod, irm Fran asp oManl. ad a LoN rarwtrvct:on tNrt then will W ro htrfl_ W tM hapactbn a pale dtp-nw4. All from Nall salad For tM _din d_lh a tM crb rod •teal W If ma. 1 bNow wbpodt bawnes -Ilolj with t,, wbWw, Ithg h _ brocd rod terd wffkiedly w U,et ro deft«tan From slip_ r pad, WII uwceptale Paduct, tM mtelua NMI W gar- loL sb rlpbc.d with -I w,bbata occur drkq aM placi, a tN` cancreW. malrM. All orb W W imtalled m a ,tiro a lass Ire,Ad fort- lam .MII W fool 1 old TM L a Ih Ian tNcknw for at .ubEme -at- . 12'. Nlars tN, ihi•hd rat _ thot tNt fa. a cab it camb«W I;— w CM radius klicatd _ Ito depth K lM tubnme is W W pacer th_ 12', it .MII W phut w c tl,! h Cmlr«t D-k,s mkaa aMrui•a aporovd by th Fngk,oer. crbi, W W MtotW Lau or more lift. a mpnlL M y a9,a [Nc _ In tM plo_t a Ilfts all a ,this psat_ tb, tun hudrd fort may W I!-wd w rat in straight J.-. "I W .t_g It Neat G Irchlo. satiarn No M a Iwgth a Lan f"t _lam atwwiw -ptcifW by tN` Daher. Cwvwaclkn a cwrr.. pact h tow forma Ndl W by .vdiq a aMr Arty .ate Iift_ oo •wbme motvM k pled t Ndl W tlawgl,ly ranpocW W app'evd rWlkq WN _ apl>lly.d DIE roll, urHgl,irq M Nora ,lvn 10 bs r W alas -wthods. Fw th stall W kft in Pots fa 24 hoes r u%il taw bkV. V hol mt meLNods approved by ,, Enpkwr. A pow, pdr NMI W vat W ot a lr_ Loffki.,ta w [/F , t p r -b withal hjwy ,I tM cwbk,. fdaan od av_ •rf- Ill it -.,.Bans All holm a d_rmalw faro drip lM C-b., a low Flom., tM orposad urbing f- NMI W own a rubbed Lltt, tw+aactkq atoll W ftlW wIN,lplitol a„bbma ma.rM, reward, o, cotp t ear NMI W cantrvctd h tatbro Iavkq a wdfwm I t' a t_ f..l, _Ism n c ot, u.M'f m I W LM tiro, gr' it, e d ly oP IW I th, _ Ioo Can io Mru,iw wd;.d. Sanwa shall W wpaated by ep_ jantt IA rzh wits louP D'auk,s. If raq.ird, war t W y folly applied war La wbbow matarNls a eapw,tim joint•. dlrkp cwnpoctbn h tM grant Halt,, for Pap, cm•aldolb.,. Eepwton jots..hll W f-ed us"ap a prcfwmed a_mN_ jant fill; Novkq a "No, R i, mclo tonrinta, Wific oar the aalbm., w hlf a tM width Ihkkrwaa a t/4 inch. Thy Halt W cwtrvcW at W Foot 'vkowl. ; m diraW steal W c ILL cW N o time. TM Idf wdar to -Lon afdl Nue tNt ,ubbmn by tM Frpkwr. Wfwn the rub I. rasUrcW dJ«_t W a m torus. Pavw-ent, masrM plat ad unaacW b.fma opwtp to gar . Subaeq.ant trafk donor DALE BY lopmNw, johW "I W ion 1 oppoH. a a apmaian join. m t,,pwwrrnt. W LN, -atrial NMI W -"IF tM Cato _'. n_-illlty. Ir IN, >abWw law. 02RSm RECORD ORA1ymG krv-od'wtslY uvP, uP,pNtion d lM rabb',q, lM oebkq Null W moiatswd o0 1. shore, lM Canb«tar afrll bmwy rspow, oo rwup«t m nceswy. TN, aM DATE p(jf l BY kepi a wch saga, o o tiff;art depth a +„abase Ndl W [sport For a di- or OpILDf AO ILECTI-S P2620X 00M t for 7 day a tM rurbip thou W sort by vie, a livid moor-bra„-formkq tgpro.i-a.N 25 fort. E%q TM -rthd w'd deals of arhg -hall W H,J«t to tNt mpnyal a tM CLIENT PIZZAGALLI PROPERTIES, LLC h th .,wM aM PRject Ill, w W re,wh w,mwa, wbbme ; 1- P.O. BOX 2009 Afro- LM <mcrc. fug wt wlriartlY, tM apacm :, troll od bock a tM wrb aespro[ed _atrial andl W pact h tM ehwlNr aroo ate, ikM roowuay pwkq N .MII W mid W Ito r.9Ykd N.yaNn wltn laver of Hat mono till, 6 ixM. of th. °la"d SOUTH BURLINGTON, VERMONT 05403 .orw mat;M m tho bddi,q pot thraghly -W. G-o _ Raplrenw,ta PRUCT 7111E Crhg ad s.akq Cerawrl akV pleemwnt a lM carve. .N sill CMT NMI sort far wbWw Noll mole tN, falaweq n°"r"-"t': MOUNTAIN VIEW OFFICE PARK apply a carcr<. w,rkq ad aMiq ro-npwrd. TM emywrN NMI W CERTI-VEX Pere_tag, by weight a A o mws ltl by Vnom Cfrnkaa, ka. moll ASTn C-1315 Type I, LOT 4 SITE DEVELOPMENT to- A atrylk urw.ta curl, ad wd'ry carr'po'rl nor-rillwaip, Nip rloia(wM, gloss. TM earr,polel Null W apPlid per nuwf¢Wrr'a spea'fka:au- I!2' 100% rap. 4 9Dz - IWZ DRAWING TITLE No.ID TECHNICAL SPECIFICATIONS No. 0 20% - 40X No. 2-ox - az 1. lxt OF rV _v &nald 1 Hamlin FITS toi JPK o5-226 Q :q� : W : Lon Consulting %tnSu�Pf3TEv`%•'`�2 1 JPK RECORD DRAWING S� Engineers, Inc f / �f� ONA.. ss JPK fff tFtltlls3t Mat !J6 Raft' SYrae( 12 5 d'ssez ✓ Eiom {'.r'nnrtt lM. -1. WORK INCLUDED: wb drebclps,hea'Wt' mw4H<6f1t1N'rootp Cn Nwwll lo-ore.G,rrorownMhnltlp lro bcaant/o-«tfi1lI 7 daf tna time d4Gtrlaso-d;nwym tds14peplirs,by rwdy GRADING AND TOPSOILING AND SURFACE PREPARATION: Where -I-1, resit b M sashed wnh W1.1 -1 be [lased dal clones, debris oW stet kids d rWblsh. Afla ore her. b..n braupM1t b praP.r wbarode oN mvrar.e tM 'riser, lapwu by Nat M ogress b a depth d <', due dbwa,a< be:q ones. so- tlanml. uray, ad .hNTl Mpwyeft In roht M ahwkfdrb4r,vlra;Unmp,d or o- gaterod h in my M Ron fran fubapl, prwel, roots ad sfanf. Topspl fhdl nceiw a miform galkNbn d iw'tili[r, lime, Gn'a> seed, sell mulch. [rwctmical a Ir 10n ,very be used whkh "ll pl«a tro limeatae, fertn;ar, geed h > any canMatim d lrom in dkal wnf«t wits fist w;i sits whkn mm4 the vp _ d Ue ESNtr. FERTI ATKJeI: Tro frUtkr af., M o sUadaN eamrnerc;el Gr 1. _Ulim ad "I [Moron b tse nyiprn+4 d tee sots fwUliw taw vd b fro 5tadrda d tro Af .- d Off M Aq_I_ Chmry4. Dry frtilva, if mad, NMI M Nmisrod N Ina, cs-, .rdad and Pr'me-ly labeled bops rot a<retliry 100 Ponds saM1. Caked err darlaped fertllira Null rot M -ti. Dry f-i[ar .MI canton rot lean lhon p W«r't Nv qen 10 pTcml pho sf t, 1 w lr Pt ell N l O P'a'n M opPllad d the ro4 d ESdf is, aura. uww ra tint if ones N Pica d dry F.rUli[r, .roll M appli.d is14:1 roUo with th. minimum rota to Nc arch d rol d. 60 pNtropm, 100 P-kl phw, and wpP I. d mlmh per «rs. Tin lime.lae NMI M a catnk err d tk ra:ad lireatae mrdaNNa not km Um :3St d Io41 (Wckm err moaerum) vbanatea. The Ikn `_ NMI raNwm b fro r'.'.'tfrnad• d dl .tots ad f.Mrp r.Gubt'ne and 4 tie Sbdrds d tie As.«iA:m d off, AGriarlW:i CMrif4. Tro Ikrrulee Troll M /aNJW inb Mau Isar, .mltl ad repalY labebd op. rot ¢cmd'ry 100 Pardo a«hit Cakd darrged INKNwe Ndl rot M ac.ptable, tro lirrrafare NMI M .appbd d o M. d I a per ¢ra err m etet4a. f ls`tls 11m< I. seam_ SEED MIXES: TM .poc;lk feel mi.q 4 M uU'liad m I . project art hdkdd h 5«lion p010 d trom .paci/kdiare. All mkrm Fr this project re awilabls tram L.D. Olive Saari Co., tlrsuph 4nN d;striMtws. Mbm 9a lbs. Liss 37.SOt Fri �¢ c-pisq Red Feam 31-il lYo- wch m Pamim<e) 37.5 Kw<uday BlueGrom 31.ISi 31.5 Mhta lAa'dY), Pa , Rys Grass (Veit q Pwmf-, 1W Mmhdtm, err Nmllr vritks) IZW east ni. s DV weNN Lb, uw Seed 47 m 20•<-.Alice N®c ).Oi Xl Toll Feecatd Fezcw G.oi 1 Rmtop 100 a1i Cwservallon M L If, We... Lba Liver " 35.Oi 3�5 �e GsaPks Rad Fdcue 19.Of 25 Ka , BI-- R.R K Anfa Rya II.Q 11 WNtr I=a'dY: Pranb Rya Grose (Veit P� , MmheAfm, Nrrilr .Qnim) L.oi c WNfe over p.R p NpNad BontGram 100 IOC< All ..d Null rot steed IS h weed r 'tit A Gwmtasd .tNarr�t d cwnpmilan Ran the dada- nwN M fubnitt<I 4 trs F�GNar so- apprwd od Ion grawad po-q b rarr_.uPci:p with .cedes epadiwr, -tie seed rm heal applid, bun I M IgMly rdrW b m;. seed wits lro .NI od rdke with a 11GM1t-ariYra r:Nlar b lro fd;d«tkn d the Fistear. HI1L(311fk: Withh IA holes d appkdim d /erUl;ar, IYne ad mN, lM Wrfon NMI M muklyd MU a hw mrlcM1 d a tale d 2 lwWrre. FYrlch NMI resift d '^°'••b 1'sv raP.Wy rrq sewn fala. rtwkp P'ma, erred., 4••IY., ddri. err deer d.ytaiom mNrbl. rc Nat M irse from rat r mdd ad .hell M aa.p�y b the E^pNmr'. Syreedirs by macMtik wr<odiry dwkm may be cad R oPPrwad by sell tl�ikk The wpliwUon d h Nat M node h wch a ma.r.r that lanq "list malts p brush or trig brmthea yp eM I` M actors by. mdh>ds weaved by fro Er.irer. h0 r dsr WATERING AND PRESERVATION aF GRASS COVER: All waded ram Nat M urtaW ad mvebkrfd b Ua fd:N= a Uii Esher. Wnhh tiro ureNa Eta tie raw Ion awns w, am' rm when Grmf fed fur rot pemYMW prspaN a bNw.the surf«e b hem u,mnrd o- dar%sed is ary arvy, dal be n_aaadad m The Gram [aver .hdl M bW-- asoh by the Esher ad Cmtr¢tr stales the month d flay 411auNp ranpldian d the work. Arty sea• wise. Gros• sees roe noL Yrntb+afad ProprlY a wises the wrest. b been woshW r damaged h any way .roll M logdyd ad n-loaded m Mfon. 03300 WC<tK INCLUDED: Hwk d W. maim hcluds. fro Fumi>Idrs ad pl¢ks d poi, r roW:cad ra,yr<t< ad rNMwcks a1ae1 (r dl work Miwtod m Ue Cmtr«t Drauksa. reykW by flex 5gcifkdiwn r hw:Mtr .pallltd by tie Ersiea. MATER1Al5• Tie Contractor will w It Mthis b7 deaf d •kpkV d the Cwrtr¢t, a oft d W I s M l- that hs Ie Planis b um pas with rvnea d maws«Loran ob fro Mans d tM toners. wppller. Wlere on m4rifk prrrdef tlr Iytad .rMaa tin them wsciFketiar, lro Cadrabr will M nrybed b fum;.h rocs.say .angles, Nap drowhp., 11.4 o- npo-t. 4 lM Erskwr. K.,rlert• Pants urrrm( Type II NMI cwrionn b fi alien ASTM 5palCI50 IRSo- AASNTo F. Wlw. wllmd on swoons Nncturw, wprowd [caned NMI M NrtdrW ere'^ ally a,a .a:rr'ce ab NMI Mused -C--ly rr NI rawt4 b assure a ardiwm color. F Agprspd.• Sad fo- rarro-.4 urork Nall mrrfarrrr 4 A5TH spaifkatkn C33 ad Nan M tanpo.N d ckon, had, duress, ur<oatd, ,Mora Gran, few seen Ntt, loan ad cloy. Coax AGrapate: Cede apr.pde Nall M clan par<I r _Ia r flee ranfo-m;rs 4 AST" < aifkotbn C35. Mairtxwn Nx apprppde fr casts, strucbrd •bb., Nabs-m-Grade, bwrw and cNurrn. Nall M 3/4' rrla:nan Nt. apTyNe so- dlw aniwe i' tNck ad afeccaortsdkqb b tie abuts, Naft[MMst m•. kNaCgarbeyepnwth.renwTrg OTEtTSTS f DSIGOES, Tsts brk Cmopta rraeplaon4,Nan sun: arY smrpl.s d carrrete ell/r N U,e sit iaeta IntM rancro4, cam rsrycsl r m .gcifi.d Mbw. All laN. Made d lee dkalian d the ErYlrsr .roll M prFarned d the Contr¢tre .spree. (weeks r tours, in advars d tM Lim. wM the pbcis d the canteen fro corrrate beGN, the Csnlr«Ia NMI hfam tie Fis;rer m 4 fro .aura. d ayrwird.. N dkecaed by ten Fisher, w eaneramr NMI d.lkrar .stab 4 eah bbw'atrY a the E'Yirrr' may duyMe 4 Y permit th. maths d r'raasrOats. D'r'ry the prorsw d wait, field font tylkdrf NMI M node od t I by the Cesar«far in «dare with ASTH Stalled Cdl on AASNTO T a ad is tM rfrnber a far F a avey Iran r F:at dyed. The fear (A) [Nudes NMI M Idcrr d laml d Um (I) diff-t Ut duns the pour. The Con4z4r flMl ddi_r the <Nbdcrs ranptlV 4 fah 4sais kboratwy m the 13rpheer mw w dsyMe. Tntbs d gltdr. h the Iabo-Nay NMI M data h orardare wits ASTH Stwdo-C C3a r AASHTO TSI, shop Wt. ehNl M made by th. Conte«ton m dbs -Il by tM ErYt•eer N attaches with ASTH Stadrd Ct(3 r AASNTO TIIY. 51rnp NMI M bdweon e an (I) Inch mitrrnn ad for (4) Ncros methane. TM Ganerato- will M .vryl.sd b fumsh a .tadvd Nara ws and rod b M k m tee job d dl lire.. Sleeps shall M Non by tie Cwdrabr -I we bey wt� :^ ecurdrn. MU '5tp ii Mdrod d SYmp Tst it CwWNaey d till Crnent Carrel..,• A5TM de.Wa i CI43 a MSNTO T . Sleep 4.ts Nall M neY m eaM1 botch tales. Air cmfwet d err rRra,rd anal. Nall Nw M 1 rnrkr.d wren 7"M-' errs later h acaI d Mth ASTH SpaiN sptl Cw31 o- MSNTO T Slit Duplicate regrla m ly Mt. NMI M .ubnitted pramptlY b ten En.Freer Mts :antler copy aok`Y dirntlY to LM Caner«tr. Tie CwHralor, h `wmjnwtsvrea,mnpmwrrNma:n.aroteUfUy rtsha (wdi_ts:r,O srtIoYfaolic p:cprnA Io- etch am calve. a 4st is dkscted. Tro Conlrato- (hall submit weekly r<Perts 4 the Erskwr ad idep<rdmt wary m tdN anoint of canre4 plead during prxedirs u,mk, Nw Ndkdks Who lM1rs I• my gralbn q b the oyMltY d l/s ranM< N lM sUucture, Lhe Picker mw rey;ra the Caprato-, d Nit ..parse, y ho.s 4Nf .rde by on oppwW Ydwatl.ed tens aM b-tkn lalrardoy. Swh testis •roll M in accardur with the •ila .rdwd Helhod. d Sec_ Pnp:i,p tb Teat"" rpaN.wn d Ho-. C e4 ACI fMr <aasi<oFl.- St-oravevwlaa(aASshTaH r AASTO TI<)Chgt<0M [mn ACIdCll DMrCx43",mmM Terepbil;tydeLaI undethe erdl tarkral fm fro Ebr, h4 fqilmNtmNt «'pRyradcNonlyimfdwce ' rc<t.d raylr<msl4 d the Cm[r¢t d MII haae to M rwl¢ae d the Cony«tar'. saga... DeNpr mlam cast ba -p-i so- ash tyq d cwsre4 od m kdeppdad 4.lks f«ililY oa.pleble 4 Ile Fl ir- will M u imd b r. od reset propomd desiae mica.. Hi<m will M _Pats -I by Nthr lobratory eriN batch r fyd iqc< meUpda, uNs mdr 4 M employed an list _)at so- each clam d a4 rfryted. Tse Cwdratr will enao-a that Ile rayt nr d ACI 111.1 re "'w- with od raq i d m de>ipre will M wbr 1l b lM ergb r far wProval. Cl A [amen fro11 M de.ip,ad a wsl.rtipht vyre4 mla it rmiar.wsa with pr 1. o-Ud .todad.. All mantas u..d NMI M w prapo-tiaree m b prided mi.bn d NGh dennY ad rrotirfrn workability with m maif"` M-day --I- .4arylh d 1,000 pN. Hkynum [email awdanl .NYI b< xA Ito. pr cubk Yrd with o nw,Nwm case-cryraK rdb d O..1p. Air carNent Null M Gi ((I prcert). Clm. B tartan .IMI M .trvctura aacr.4 MlM1 I mvenum Ifl-dw cmepr..Nw .tl.,*h d 3,500 pN. MIXING, PLACNJG, (DURING AND PROTFLTIOsI: HIrNp, p1aNp, a'rW ell prp4ctlon NMI caYam b rapriranp<a d .brdoW q n.4d else •GMN•, eris apacirka4on, ad b N;mbUam d Wa fal'wn. Barr. pl«ks aawe4, al deb,-i<, orate, Proel,, kit, ore 4 M rarlwad seem the was b M occupied by caarst<. Do not Ola< careen on from proud. Concr.4 Nall M tie a_., rm'aactad seeks Pbcts apaotlon ad Null M Uror y works hb [sops ad stet.. d fwm. -i a oad rohf-c- by our d paM.. V';- shall M vwd 4 [wrest bl tartan, till r:at aetil �. ;< N fkml Plat. E.erwre cws sMl M e.arcissd trot canrreas will M <aefdly ad th "hly :I:arkN kris pmnkn eves dl ugt<n4ps w thN wN<r.tm will 1w bets perpwdkulo- 4 join nmfra tiysuph udech It a.lard.. Vbratwa NMI rot M used b move rara.ts. Cwv.4 NMI M cad m folbws: N,ritwdol wH¢as frolt Neu. raM oM sealing ca•npa'rd appl;W. Noldis sweet N pkw will cm.UW4 clnis. If parrritlW by Ue /a bola,rs4 d grbd q dksctW� m specified, mnvN< still be N_ned;a4ty card It NMI M fro Cann«to-'. r'•sppnslNIILY 4 prefect etch canteen /rain frfvriq, veldt. d cawrNG, Ywrbtbn ad houfbs tautly placed mncr.4 N and wwarr.r .roll M -i. i with tM Erskew ad .IMI M wbJect b M. mproval. Uw d odm;%I,ass, addition d slro <ar.rA, heaths d rtnlweal., •ubreie acaria.� y Nat M INsd N ff<cwrm�did R'aticaf Ise Celd f Carrrs4ep AG 30b. If rnrirrxm t<rnp.,aee'r'aa q w«INed N Tab4 I.<.I d tNs M.rar. are rot mek<a'<nd fomruork N Nvkq for Nrucevrd rowan shall rot M stripped until the Canbatr ton .dlflY ID des lro Ersl.rr flat tureen Ion dtaiad f5i d the rary;rad Nr�sts. Tie Cw<ractar NMI rotas tame i daily m mtlF w In -poead RacarYnarndtd Pr,rctke far Cdd WMMr Cwlo-f4s Al:, 30G. N Net luedhr, lenpwMura d freNYY prae canas4 shell not tit Nbwed 4 u'<ad 55'F, cwrFw+n'rs 4 ACI 305. OPRF f T HANINDI Ti Cwdr«tor still ems , rot,la carrr.4 rrra,M1oy. ad drop m ,_e I,tie dhrwe;w ad d Ile heath. N - on the ConU¢t DraNrq.. All pr«mt rdMorcW raters- monrols mc[bn .hull conf>m to the 1Pl<st wrNan d the ASTH Smclfk _. Cd75 r AASIITO M,", The foetks. may M sitter with curt-kl-plea, wits Cl-. B rarrrate, ¢ pe_wsl and NMI _Kam b the d:..aekm Inycaled m the Pbe. Shelves fiMl M rartrrnW with CbN 0 rarrre4, dffbed N 5ati_ 03300 d these 3palfim[iws. Invr4 so- •auw rnaJeW NMI M m sheen en Lie sae od dNula ad NMI M raeei¢4d d till banes brkk sell male err, fr .4oip1M1 d Lk saute b whpiw kh , t is half Iasibdm y. hvar4 NMI I.w•f tlr e.¢t Nrwe thry an car'/ralad ad arty chase h siq « droction Null M GradrN ad soon. All caebpctkd .sour monrols mwl M wymt b mwe IuatertlpM1t h alai. Airy yaks rrWnle..ro11 M aarpla4ly npairad 4 era sd;N«Uon d [M E•P^er err tlr enUn .tivctm. •roll M ranov+d ad r.bWlt. All mmink. froN M pwid.d MU cqt-ton madpyf francs ad ravers q .pairwd ader Section 05550. All -I.. ere 4 M prorkkd with copalym.r pNYprapy4e at- wnh Grade fA Neel rohfo-carrent. Tlsa< Nrq MII two a mis n l call -cal .Vaslh d 1,- Ito. Precmt rNrs ad big. so- rtrmfaes Nan co Kam b A5Tn Ferclfkaum U75 r AASNTO HI99. Tie py. apanlrV N fro prrpt nWMa rise shall haw o curl-N-pl¢. floby pmk.t o- m aa"Nalrn ny.lrrr rr pip. keldlatbn, m apppwd by the Esker. bht. bs4uaen ma,l„Ie Nan M can Butyl jaNl wlr (raq scam). Tie ,na,rols <wr frwnaf •Ian M set b FiM Von. only dtAr fro time CarK scabs b bM ranpk4d. 1'Iminip .till M wneU'uclad b Tad. with precmt cone rime rAll madoy Ilft roles •roll M Groultl Mlh ad cal with-- prw,Zt. t. All bh'rt brkkwrk to- precgt urn4 rrronrolw Neu mwc fro r.ylrrrmt. d Sntim 04211. T WORK INCLUDED: ShNI Nclude N1 wok n b'. b f"PPIY and plan turret. etch bmM , Nl- m the _on Oraurbrq. TNf N b Yab[d. a[ro otlm, b¢kfill ad dl dM1r rWIrW oprdian b prapfrly isldl tM rich burin. Catch bate Nall M caetratd d -Isf-w raan4 ell NMI M prwbed with c t tan frame ab Grates m IndicdW on the Cannel Orawkss ad m .palfyd h 3ectbn 03550. Pncrl.sr. ad bon. •Ktlon .hall caMam 4 ASTH C913, ldst canton. Frare. NMI1 M bra:sld b Pod. with pracmt tw.on time wcUan. rawa4 rime rbs. aq slat M mt h a full bits d marls. blots Mpigs ad catch bq:r NMl M .f 0` with boon Fr pas x• N diw.s4r o- rnal lr and wits <Will meta so- pas IrGer llm x• h db.sla, .;at. ell m the htlde ad Mllt w wNh a Iewy bits d afro. matte on tie M.kk. TTla teYmakrpI.t_e NMI M cat. r- peak only d1a fro bon. eow'm pwis ism WORK INCLUDED: TNs tkn prtanf b I, nwterbl - m<tMd ramI'- for uf< d mo-tr m bbck o- brkk moswy miff oars[ this contest. All mmary w:4 NMI M lad h muter m deaWbM h this aectbn, miss specified dlarw;m. MATERIAL5: 1'larlo- used is mmayy caelratim NMI M trps Y plmtic w;Lh h,.h u.Ma rolartivily ad MINI cabbt d, by _onto[, I portrt p li Canmt, in port po-1 b t14 t hydrated Nht catty sell 1-1/< b 3 tire> the ran d the _Nome. d csrlaH od Ikon putty fa fad. ni ii mw M wjuded .lightly so- werkob;lity. Cwnanl: ShNI M o Pwtbd Carsnt d Ainricon -F-t- eanfonnI 4 the lolgt rn;Non d the ASTH 5p«ifkd'wn Cl-r AASNTO 1'Ib5, Type 11, -i 4 M d a cebr w by the Estik . Lime: 5h 1 M a double frydrdad, Mph -I.- 1Fe, carrfarm'ry b the IN<.t mlvl"m of tro ASTH 5pa;ficaUon CLOT-g5, Type S. L catTro ty ll M o dirt un d Ib. iI -i wale. nil WORT. INCLUDED: The CON[¢to- -11 eves. and Im411 brick mawny :uh.ro Ndka4d on lro plus o- die«fed by tM Eisker for ran•tr«lion Fr fillkq d ma,rol< invert. ad for similar eons. E«h bN k shell M urt4d and canpI.Wly bedded N mortar at ;4 bottom, .Idea oN f[ds N are aprdim, era b.ks takes b NII .'eery Jeht. Brkkuwrk shall M well a nor atoll > Troll M m cbm m proct w No trkk rnmoray .hall b> bb N Ion set at last 34 hw.. Na kaueJ 4 r;x on a aroad my brick ...ma,ry -I, it mmwry .roll M lad in frxp'vs uasalls. TM flick sites b mnlr_ct mmhole iwsMs still M pond, mar,., hell -I urdformly bared r4pu�Tad uniform N shape odBrkk efts for tlds kapurpose fhNl Gads 55. 5paiftkn C31 r AASNTO n1Gl bent yr>an ad shNl M ladled canwrt ad twohAl w In Pardons ca 1 mart¢ rompo.ed d we port petit d vend, rnemu.sd by _slmna, b wrot urea thin IO Ps d Itre .tall M added for a¢h bop d cwrenl. TM tetrad Nall M s wow- in Saban 03300. sit so- mortar afMl M [flee cad only on arn:nt wffk b ll p a wakab4 mo-tr NMI tit uamd. no-tr NMI M usd Mthh an. hour from tie flee tie [snarl cam added b the mot. The said far rrro.ta fo- brick mmxy Nall M wformly 1Faded� .tier, Nrrp ad cedokr ro G _ larger thou will pop a "a tsh ma.h scram. hpRK INC MD. Tro Cw<racla NMI ke mwdae frares ,.d [war. m a:rtI- ad a 1a31we kdka44 on are star. a m dtectad by 'I*Foster. -a-1 E FRAMES AND COVERS: Hm1a. frames od rams NMI taerfonn b todada m 4fivro[d on the Carb¢t Dwrbsa. Frans. ad raves NMI M d la•rOh. VW, Cmt ion. Cm4s atoll M true pd h od frig from /lair.. Bras wrfous d monMs rrwnas ad ravel apdnt a«h df,r II I M -mishits 11 b i mtkww. mw«t [rooYya,t their a,tb'e et t n Wfn All iron cmtkga NMI be t�soWNY I liters ad Llrn I:aofed with Ito tar Mfo l bets dal1l Frwn.• ad Nall M Nestor, LaOoron, err m ,gproved .ryrol with model rumbas q dwpa4d m tls Confr«t Drowkse. Honro4 rarer shall M makW •Sauter• r 3bnn-Swan err •Wdr' m r.gtlet The Conte«t« NMI prwbe wa4r- LYm mmhsk cows m rota. m the plan on m regrlrW by fro E.sl.sr. gems CATCN BASIN GRATES: C h burin Yeats. •roll M m d"iq.W on lM Contr¢t Dradnps. CLEVtOVT FRAMES AND COVERS: Cl,franca ad covers stroll M d rash, Gres, curt ion. Curtis NMI M bra b Patten ad frm from Neu,.. Tls basis awfas d c4anut frets• ad cows oYaket eah otrc fhNl M mahked 4 GI'w thd-N cl lhrashaA LMh ckcanfaare. All ivl raftks..lal M LM1prwsM1ly cleaW ad CM caolW with hA real tar Minn bets d.liv.rad. 071 WORK INCLUDED: Tie Cw<rato- NMI ba r.fpon.ibk far fu I." ad ketNlbs all tfwldim d tss l DI thidoess N N fro bcdiwa m Naen m Ue Cmiroet rauksf o- m r.ykd by Us Esher. RIUD 06th-ATKaf: Rigid peat d apadcd pdystyrare keubtim shall M Ivafrod ad iefdbdI h tro th;dosm ad N Its bcd;ar» m Nro,eM m fro Cadiact w Iwi-I from I-M loaf lira o-nhiphl 1piwt sNys t lyd>ttYre4ie b a NIl Ghly palaN llaranabla mdsrbl. m 5 sIGNS F TM Con4¢to- .hall preside rM rnoinlair, lh-vested the pro)at, ¢ceplab4 uwn:s. dhactvry od ..ease Nan d Nl cbwres, hfawctia», ad abq the ran.wcl:pn ad dNar rwle., dksctvp the Uaffk ranbpl card the cbxd pa'tion d lro hi9l _ w the the tatparary detour turn r turfs NMI M tdkated cl.rly tFraslout 14 r thei rHis Irsth. All barkades, u'aars .ip f, light., temWvy .Igals ad dhr P-otactlm deusas t c - MU tht Mawel - LNPomn TMfk Cm4o1 Dwi fon Slrw4 mtd Hlphways mbllfhed by the U.S. Gavemnnrn Pr N Offim. N W evrK the fro Cawratr reG4ct. b wtlNa ay Nftall and mainaoN barkades, llost., .ipe, sd fiaMa m o-dwd by ilea FnG'rer, tie Fester .easy proce.d 4 lays the `i belNlaliao nwk ad lro cat U.rad stall M dadald Iran list rnarief due <anfratar. Whon resUvctim i. hr.prdad far ary ram.., the flwdad bartcods ad Noe NMI M mtobl;ahed on o .reel-pamanR bo>ia od Nvll M nFlalsri[ad, krfPllad, atl arapeA m npPrwM by Ilea Esker. ISM WORK INCLUDED: Work d Wa s Its l prtabe b the _Ives ad calve bait.. 4 be .11b m dl rem r recwewclM uwtrlie>, d the awrat kratW .ham m fro CDrawkgs r m 4-td by the Estear. VALVES: Vdva. 3• b 11• br diona4r shall M r.silimt-feats Yee. vulva. madhG o-1 applWlNe rµdrrrnrla d APYNA C509 m rwwfatured by the Clwu Co-paMkn approved qal. Tie reNlimt wtlpe .fMl M Prrnawrtly ballad 4 meet ASTH E emtks fr rabb<r meld bad, Valves Wr the. 11• N dianata >roll M double is, Gate wlwe _tks all �wd reNtrrmll. d AisIWA CSOO, q rwwf«toned by Ciao Corpardkn o- m p,ol. All wive. NMI rove an_ri.ts Nan. pd ap.n Wl. All wive. NMI how rrrrcr aeeical Jaw. is acardara with AYMN. 410. A taro hch, AYN<A aprvliq nut Nall M providW on dl valve.. A T-b urrnh - r &V a mhNwm d 14' cad a mmhnlarr d b' abws the grand NMI M wpp b Us Olerer w spur dl _a T wmhNxrn w I s proswro NMI M 200 pN. Tie Contracts .hall r_W. f¢turr'. cr-tifkdion d ad;af«tary hydrmtdk flans d d00 I'm with lNt lot d XO pN. This sisal M taro (0) bdcope (bobby tlpM) d the 100 Vdv.. 4 M used h t eN starve ad tie hatdlr, mw[ M approved by the Egkear prio- b ietallatbn, VALVE BOl(E5: Vdw bmm arc 4 M krtakd on all brill vdv... Ti bons .hNl M -t Non with a mnNarn S-1/4• di -it- aM kas r'a 0 4 cttad fran tie vdw 4 filN Pods. Ti bona .sal arcbw tea opadks rtt'L ad the etdfiiI ho. d w vow. VNve bons "I, rot freest bode N10 efe calve. Ceven still M clam fit" ad dirt UGFA its the top d the cave flesh with LM top d Lisa bm rkn. Coors fM1 in nrrkod ffi 4 g its on w,.Ind;w Np the di-i- d fro wrlbs. VNw b- fro11 M rnawfa:br<d by fist MwI_ Co., _ m apnrovad PIZZAGALLI PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VERMONT 05403 PROJECT ➢ U MOUNTAIN VIEW OFFICE PARK LOT 4 SITE DEVELOPMENT XANNO RU TECHNICAL SPECIFICATIONS f1011......... OF y a� y�r'-1 P'�<• („ �t it i i = to, Y AIRM/BFO Lbnald L Hamlin Scale JPK , Cons&ling urn lPK RECORD DRAWING '<':°; ;;°� ,ss frn9 mew /no PK 12 NTS MOUNTAIN VIEW BUSINESS PARK -LOT 4 KEY BOTANICAL NAME COMMON_NAME OTY SIZE REMARKS TREES AC Amelanchier oanadensis Shadblow Serviceberry 17 2 12-3' Cal. B&B, 6' Branching HL (Min.) AF Acer rubrum x freemanii'Autumn Blaze' Autumn Blaze Maple 1 2 12-3" Cal. B&B, 6' Branching HL (Min.) AR Acer rubrum'Armstrong' Armstrong Red Maple 17 2 12-3" Cal. B&B, 6' Branching HL (Min.) PC Pyms calleryana'Chanticieee Callery Pear 19 2 12-3" Cal. B&B, 6' Branching lit. (Min.) PGa Picea glauca White Spruce 9 6-8' B&B, Full PGb Picea glauca White Spruce 13 8-10' B&B, Full SHRUBS EA Euonymus alatus'Compactus' Compact Burning Bush 126 24-30' B&B, Plant 30" o.c. Si Spiraea x bumalda'Anthony Waterer Anthony Waterer 13 24-30" C.G., Plant 36' o.c. SV Syringa vulgaris Common Lilac - Dark Purple 4 49 B&B, Full TO Thuja occidentalis Dark American Arborvitae 41 6-6 B&B, Full VT Viburnum trilobum'Compacta' Compact Amer. Cmn. Viburnum 6 24-30" B&B, Plant 30" o.c. PERENNIALS CV Coreopsis verticillata Woonbearri Moonbeam Coreopsis 8 1 Gal. C.G., Plant 18" o.c. MS Miscanthus sinensis Maiden Grass 4 2 Gal. C.G., Full RF Rudbeckia fulgida'G(Adstrum' Blackeyed Susan 10 1 Gal. C.G., Plant 1W o.c. ST Sedum lelephium'Autumn Joy Autumn Joy Sedum 6 1 Gal. C.G., Plant 18" O.C. 8-CV -ST • --- 2- S 3-ST - 3 2-NIS 3-VT 10-RF ENTRY SIGN 6-TO r� 6-TO WENTRY SIGN PLANTING PLAN SCALE 1"= 10' 1-PGa i 2-PGa 1� 2-PGb _; 1-AR 1_ R 2-PC 1 3-PGb J C J 2-AC C \J \ 1-PGb MOUNTAIN VIEW BUSINESS PARK LOT 4 South Burlington, Vermont Planning & Design 131 Ct—h Street Buningt-. Vem,ont 05401 prone: (862) 862-0098 ra.: (802)865-2440 www.seg,p— PC pizzagaifi f Developer B„d, gtm, yr 05w7 8a2 651 1315 - 0 20' 4n Sir soave: 1• = w. j/`'�( y[, Date: 12.29.05 D.— By. MJL pecked By. Revnime: MKW C C C C C L� Idle PLANTING PLAN Sheet Number. > Li.0 Pmjmt Number. OS237 File: L1.0-Planwv Plan.dwg NOTE: EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING, OR SURVEYORS TAPE TO PREVENT FUTURE GIRDLING. SURROUNDING SOIL SHOULD NOT EXCEED 80 % COMPACTION, DRAINAGE WILL BE REQUIRED IF COMPACTED SOILS ARE PRESENT 12" X 1 1/2" NYLON/COTTON WEAVE TIES WITH 3/4" GROMMETS 1/8" 7 X 7 STEEL CABLE FASTENED A` R R�.P TOP OF ROOTBALL TO BE PLACED AT SAME LEVEL THAT IT WAS GROWN IN NURSERY. SLIGHT ROOT FLARE SHOULD BE EVIDENT. ROOT FLARE SHOULD BE AT OR NOTE: EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING, OR SURVEYORS TAPE TO PREVENT FUTURE GIRDLING. SURROUNDING SOIL SHOULD NOT EXCEED 80% COMPACTION, DRAINAGE WILL BE REQUIRED IF COMPACTED SOILS ARE PRESENT MOUNTAIN VIEW BUSINESS PARK LOT 4 South Burlington, Vemant WI (2) ZINC PLATED CABLE CLAMPS. SLIGHTLY ABOVE FINISHED TOP OF ROOTBALL TO BE PLACED AT COVER GUYS W/3' OF 3/8' DIA. SLIP 41 GRADE. NYLON WEBBING SAME LEVEL THAT IT WAS GROWN PLASTIC TUBING. R IN NURSERTY. SLIGHT ROOT FLARE SHOULD 2" WELL COMPOSTED BARK MULCH BE EVIDENT. ROOT FLARE SHOULD BE AT TURNBUCKLE, EYE 8 EYE, ZINC FASTEN WIRE BELOW POINT OFCUT OR SLIGHTLY ABOVE FINISHED GRADE. PLATED, 10 5/8" OPEN LENGTH, 3/8" AND REMOVE BURLAP MAJOR BRANCHING OR TO MAJOR n & Design Planning n 9 gl THREAD DIA. INSTALL W/ TURNBUCKLE FROM ROOTBALL OUTSIDE TRUNK. 2' WELL COMPOSTED BARK MULCH 131 r:nl,mn stmal BNmgton, IN OPEN POSITION. _ PLANT MIX 2 'HARDWOOD STAKES. ALIG CUT AND REMOVE BURLAP v.moM osaol phone: [soil sex-oose TEMPORARY WATERING BASIN • 3 PARTS NATIVE SOIL STAKES PARALLEL W/ ROAD/ WALKS FROM ROOTBALL I_ (soil ses-xaao s�,� -1 PART WELL COMPOSTED OR PARALLEL W/ DIRECTION OF wxw.seglp.com (3) DUCKBILL TYPE ANCHORS ' (� COW MANURE PREVAILING WIND. RE DETAIL FR2.0 PLANT MIX ALL STAKES TO BE CONSISTENT. - 3 PARTS NATIVE SOIL ,^ T. FINISH GRADE - 1 PART WELL COMPOSTED COW MANURE h TEMPORARY WATERING BASI BREAK APART EDGE OF EXCAVATION ,. e I, '//` FILTER FABRIC - FINISH GRADE W/ SHOVEL AND BLEND PLANT MIX `�-' ` V sx BREAK APART EDGE OF EXCAVATION +� - W/ SHOVEL AND BLEND PLANT MIX f-o" FILTER FABRIC W/ EXISTING SOIL DPROVIDE TRANSITION TO UNDISTURBED STURBED GRADE. �, \ •- \..\// / GRAVEL 4" PERFORATED PIPE WHERE W/ EXISTING SOIL TO PROVIDE k;?'� GRAVEL \ ,./ TRANSITION TO UNDISTURBED GRADE — 4' PERFORATED PIPE WHERE UNDISTURBED GRADE: APPLICABLE. PERFORATIONS _ —III—III III III' APPLICABLE. PERFORATIONS p �y ESCAVATE ONLY TO SPECIFIED LAID DOWN UNDER DRAIN. UNDISTURBED GRADE LAID DOWN UNDER DRAIN 1 II PLANTING DEPTH TO ENSURE 1'-8' 1' AS RED' D 1' i'-8" EXCAVATE ONLY TO SPECIFIED AS RE 'D _ p i Z z' a Cg a 1111 STABLE BASE m . See Speer. mm. PLANTING DEPTH TO ENSURE 1'-0' uiR STABLE BASE - ' Developer 50 Joy DMe EVERGREEN PLANTING �j�� TREE PLANTING S"M BuWgW W05407 802.851.1315 SCALE I/4"=1'-0' AJ p-evertree.dwg U SCALE I/4- V-0' Tree Planting.dwg J SHRUB PLANTING V SCALE: 1/2" = 1'-0" PLANT SPACING PLANT CENTER PLANT ROW ALL EQUAL OR AS SHOWN ON PLANTING PLAN NUMBER O SPAOINO V ROW •P• PLANTSISO. R. Sac faa A1.Sr W 30-ac. 31.2P 0.12 30.O.c. Z8.0g' 0.10 M"oc. XAM 0.28 NOTE:W ITYOFSHRUBSANOSPACING AS NOTED IN PLANING SCHEDULE. FINISH GRADE MULCH, AS SPECIFIED SHRUB ROOTBALL PLANTING MIX AS SPECIFIED SUB GRADE 180° 180' ALIGN STAKES PARALLEL W/ ROAD OR WALKS z— EDGE OF WALK OR CURB A. TREE STAKING ALONG ROAD OR WALKS DIRECTION OF PREVAILING WIND ALIGN STAKES PARALLEL WI DIRECTION OF PREVAILING WIND; ALL STAKES TO BE CONSISTENT. B. TREE STAKING IN OPEN SPACES O 126 120 3" CAUPER TREES OR LARGER - ALIGN 2 STAKES PARALLEL O 120• O W/ ROAD OR WALKS EDGE OF WALK OR CURB C. TREE GUYING TREE STAKING LAYOUT 1..J NO SCALE p-stake.tlwg Scab: AS 140TE0 no. 12.29.Ds D.—By: Mm —.w By: MKW Revbbne: 0� o�Nsm�N,"�,1,swa"K0w loss m Ms The PLANTING DETAILS Sred Num Der: L2.0 Pm1ed Number. 05237 FBe: L2.0-Planting DebAl Awg CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 February 7, 2008 Bob Bouchard Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Re: Site Plan Application #SP-08-09 Dear Mr. Rushford: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Administrative Officer on February 7, 2008. Please note the conditions of approval including that a zoning permit be obtained within six (6) months. Should you have any questions, please contact our office Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. Permit Number SP- 09 -� 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, 50 Joy Drive, South Burlington, VT 05403 Tel# 660-6805; Fax# 660-6868 2) LOCATION OF LAST RECORDED DEED (Book and page #). Book 681 Page 736 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 - Pizzagalli Properties, LLC, 50 Joy Drive, South Burlington, VT 05403 Tel# 660-6805; Fax# 660-6868 5) PROJECT STREET ADDRESS: 192 Tilley Drive 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 0 8 6 0 - RR 7 5 0 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) A two-story, 54,000 square foot, medical office building currently exists on site. b) Proposed Uses on property (include description and size of each new use and existing uses to remain) Pizzagalli Properties has installed a drop-off area and entry canopy which resulted in the relocation ot approx. 6 parking spaces. c) Total building square footage on property (proposed buildings and existing buildings to remain) 54,000 square feet existing. No additional buildings are proposed. d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) 2 8 ' . Two floors. e) Number of residential units (if applicable, new units and existing units to remain) N/A i) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): 200 employees. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Entry canopy has added to the building coverage; it was installed over existing sidewalk and pavement. 8) LOT COVERAGE Total Parcel Size: 628,571 Sq. Ft. a) Building: Existing 4 .3 % / 27,186 sq. ft. _ Proposed 4.9 !, % / sq. ft. ; It b) Overall impervious coverage (building, parking, outside storage, etc) Existing 19 . 7 % / 123 , 710 sq. ft. _ J h 61b Proposed 19. 5 % / 122,403 sq. ft. c) Front yard (along each street) Existing 0 % / 0 sq. ft. ,X , ��� Proposed 0 % 0 sq. ft. d) Total area to be disturbed during construction (sq. ft.) * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9) COST ESTIMATES a) Building (including interior renovations): $ 105,000 Added entry canopy/drop-off area and relocated parking spaces. b) Landscaping: $ -- c) Other site improvements (please list with cost): - - 10) ESTIMATED TRAFFIC Unchanged. a) Average daily traffic for entire property (in and out): 600 average daily trips b) A.M. Peak hour for entire property (in and out): 74 vph in, 10 vph out. c) P.M. Peak hour for entire property (In and out): 14 vph i n , 67 vph cut _ 1 l) PEAK HOURS OF OPERATION: 8: 0 0 a. m. - 5: 0 0 p.m. 2 12) PEAK DAYS OF OPERATION: Monday -Friday 13) ESTIMATED PROJECT COMPLETION DATE: Project is complete. 14) ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) North, East & West - Pizzagalli Properties, LLC, 50 Joy Drive, South Burlington, VT 05403 South - Interstate 89 R.O.W. VTrans, State of Vermont. 15) 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). As -built site plan, including Site Plan Sheets 2 & 3 and Overall Site Plan Sheet 1 dated 12/06/05 Rev. 2/1/08 enclosed. 3 N 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: v REVIEW AUTHORITY: ❑ Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: Complete J'*) ❑ Incomplete j VJ-Az,,;)> Planning"& Zoning or Designee rd SOUTH BURLINGTON WATER DEPARTMENT November 21, 2008 Mr. Jeffrey Kershner Hamlin Consulting Engineers, Inc. P.O. Box 9 Essex Junction, VT 05453 RE: Mountain View Office Park, Lot 4 Dear Jeff: 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 for the above referenced project. Please find my comments below. 1. An Application for Water Allocation must be completed and returned to the South Burlington Water Department before the next lot is developed. As that project continues, the Application for Water Allocation will need final approval from this Department, which will be contingent upon available water storage capabilities within the City. 2. Based upon the final water allocation request, water service fees shall be applied to the project based on the current Rate and Fee Schedule. It must be recognized by all developers that the Rate and Fee Schedule established by the South Burlington City Council may be modified by resolution at an open meeting of the City Council, and therefore subject to change prior to completion of the project. 3. All construction drawings and plans shall have a note saying "All water line and related work to be performed in accordance with the Champlain Water District Specifications and Details for the Installation of Water lines and Appurtenances henceforth the "C" Specification." 4. The CWD Specifications are applicable to all new construction and reconstruction of water infrastructure. Variations from the CWD Specifications will not be permitted except as provided within the CWD Specifications. The appropriate CWD Supervisor as defined in the CWD Specifications shall determine the acceptability of any deviation from the those specifications. Private water lines and appurtenances shall be designed to the same standards as public water lines and appurtenances. All water installation work and water distribution material must comply with the "CWD Specifications". Details for this project must be the same as those within the above referenced CWD Specifications. 5. The project shall be constructed, completed, maintained, and operated in accordance with the approved plans. No changes shall be made in the project without the written approval of the appropriate CWD supervisor. A copy of the final approved plans shall be submitted to the Department prior to construction of the water system improvements. 6. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance For The Control Of Cross Connections Within The Water System Of the City Of South Burhrigto , henceforth the "Backflow Ordinance." Please contact this department for more information on the installation and proper setting of Backflow prevention devices. 7. The above referenced CWD Specifications state that no water lines shall be installed after November 15 or before April 1 without prior approval of the Superintendent. The appropriate CWD Supervisor may restrict work before November 15 and after April 1 during adverse weather conditions. 8. Eight -inch and larger Ductile Iron (DI) water pipe shall have no less than three (3) brass wedges installed at each joint. Bury depth to the new mains shall be six feet (6') to the top of the pipe. DI water pipe shall be Class 52, cement lined. All DI pipe shall be poly wrapped for this project. 9. Mechanical joint restraints with twist off nuts shall be EBAA or Sigma, or approved equal. 10. In place of the two 45-degree bends as shown, a preferable method would be to install an 8"x8"x6" tee. A six-inch valve could then be secured to the tee that would act as the isolation valve for the hydrant, and an eight -inch valve could also be secured to the tee to act as the service line gate valve for a future building. 11. Looping of all water lines is typically a design requirement. Tilley Drive has become a long dead-end main in and of itself. When service lines such as the ones shown on this sheet are proposed, we are adding to the risk of water quality deterioration among other things. Further development of the Mountain View Office Park may require the extension of the water main from its current end point to Community Drive, to eliminate all dead end water line conditions that can occur with the current design. 12. It is a violation to discharge chlorinated water into waters of the state. All water used during flushing and testing of the new main must be dechlorinated prior to entering any water of the state. 13. Fire hydrant assemblies shall consist of an anchor tee or a Swivel Joint Hydrant Tee, a six-inch RW gate valve, the appropriate length of 6" DI pipe secured to the .gate valve with the appropriate retaining glands, the fire hydrant, and appropriate thrust block. All hydrants shall meet the aforementioned CWD Specifications, and an approved hydrant flag shall be supplied with each hydrant at the time of installation. Hydrant drains shall be plugged prior to installation. Note: Waterous fire hydrants must be installed with a `Boston Operating Nut." 14. The South Burlington Water Department ordinance states that "All water lines and appurtenances not located in the City right-of-way or public grounds shall be considered private pursuant to the ordinance and others of the City," and; 15. "The Department shall not maintain any water lines that have not formally been accepted by the City, except in subdivisions that are designed to Department specifications and are intended to be accepted," and; 16. "All water lines and appurtenances located within an area so designated as restricted or private by the developer shall be considered private." For this project, all water service and appurtenance lines, and appurtenances will be considered private. 17. Historically, the South Burlington Water Department has practiced overseeing the repair and routine maintenance of all water mains and appurtenances off from those mains not located in the ROW or deeded over to the City after formal approval. 18. It must be understood that this Department would only provide the service of overseeing the repair and maintenance of the water mains and appurtenances after we have inspected and approved the installation of the water main and service lines beyond the City owned locations. 10. The labor rate would be the same as approved in the Management Contract by the Champlain Water District and the City of South Burlington, revised annually. 20. The above referenced labor and material charges are in addition to any fee required under the South Burlington Water Department Ordinance, such as but not limited to private fire hydrants and sprinkler systems. At this time private fire hydrants are assessed a $100 per hydrant annual fee. 21. Gate valves and curb stops outside of the City ROW must have a Warranty Deed filed for the South Burlington Water Department to gain access for operation in emergencies and for disconnecting service to delinquent accounts provided that the City of South Burlington follows the requirements set forth in State Statute Title 24 V.S.A. Chapter129, Uniform Water and Sewer Disconnect. 22. Fire flow conditions must be able to meet the requirements stated in the CWD Specifications, as well as meeting any conditions set forth by the Fire Department. This project is at the end of end of an area served directly by the South Burlington East (Dorset Street) water storage tank that has recently been raised to a maximum fill level of 555' that should provide sufficient fire flows and pressures to meet the above referenced CWD Specifications. None -the -less, sufficient engineering and design must be performed in order to meet State Water Supply Rule and the above CWD Specification requirements. 23. This project is at the end of a dead end line on Tilley Drive, and therefore subject to all conditions created during routine and emergency operations of fire hydrants on dead end lines, including but not limited to extreme pressure fluctuations, as well as water quality issues that might develop from low demands on non -looped lines. 24. No parallel underground utility shall be designed or installed within four feet (4') of the water main from either side, or above the water main from the bottom of the main to finish grade. The exceptions of storm sewer and sanitary sewer are only as allowed by the CWD Specifications and the VT Water Supply Rule. No building or structure shall be built above the water line or within the water line easement. Generally storm sewer and sanitary sewer will be designed to be installed with a five-foot (5') separation unless provisions have been included to allow for proper support of either the storm water or sewer structures or water lines in the event of a needed excavation of the water main. No utility shall be placed within five feet of any gate valve or ten feet of any fire hydrant. Generally, trees and shrubs shall not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. 25. Prior to any plumbing construction, the building contractor must contact this Department to discuss City requirements for meter sizing, meter settings, and backflow protection. 26. The SBWD shall be notified in advance to inspect all mechanical joint fittings, main line taps, appurtenances, thrust blocks, water line crossings, and testing prior to occurrence or backfilling. 27. After final flushing and before the new water main is connected to the distribution system, two consecutive sets of acceptable samples, taken at least 24 hours apart, shall be collected from the new main, and submitted to the Vermont Health Department for analysis. At least one set of samples shall be collected from every 1,000 feet of the new water main, plus one set from the end of the line and at least one set from each branch. All sample reports must be submitted to the appropriate Department prior to opening any connection to an existing water line. 28. Upon completion of the construction project, "Record Drawings" shall be supplied to the appropriate CWD supervisor in the form of one (1) hard copy and one (1) electronic copy in Auto -CAD Version 2003 Format (.DWG) or newer. All Record Drawings are to include valve ties, and manufacturer make and casting date for all gate valves. Location ties for all curb stops, and water shut offs (WSO's) shall also be provided on the Record Drawings. 29. Further review changes may be required as this project proceeds through the permit process. Future plans must include details and specifications as required in above. If you have any questions or I can be of further assistance, please call me. Sincerel AJaylad?eau Superintendent CC. Cathyann LaRose Bruce Hoar Doug Brent Plan Reviews: Mountain View Lot 4 11-08 SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802)864-0435 November 21, 2008 Mr. Jeffrey Kershner Hamlin Consulting Engineers, Inc. P.O. Box 9 Essex Junction, VT 05453 RE: Mountain View Office Park, Lot 4 Dear Jeff: I am writing to confirm, on behalf of the City of South Burlington, that the City of South Burlington will assume operational control at the time of service to the water main(s) and related water infrastructure improvements shown on a plan entitled, "Mountain View Office Park, Lot 4 Site Development, New Water Line and Hydrant Site Plan", dated 11/05/08, prepared by Donald L. Hamlin Consulting Engineers, Inc. If the water main and improvements are constructed in segments, the City will assume operational control of any segment at the time it is placed in service. The City will accept ownership only of those water lines and improvements identified through the plan review process in accordance with the City of South Burlington Water Ordinance and water specifications, upon completion of construction of all project improvements, correction of any and all water related defects by developer/permittee and expiration of required warranty periods. Sincerely, ay Nadeau Superintendent ML Scapes, LLC Mark Levinsky PO Box 955 Shelburne, VT 05482 (802) 355-1090 October 30, 2008 Mr. James Bowie Pizzagalli Construction Co. PO Box 2009 50 Joy Drive South Burlington, VT 05403 REFERENCE: FAHC MRI Addition 192 Tilley Drive South Burlington, VT 05403 Dear Jim: For the referenced project, due to the time of year, I recommend that we complete the landscape planting in the spring 2009. At that time, we will be guaranteed top quality landscape materials and we will not need to be concerned with fall planting hazards. If you have any questions, please call me at 355-1090. Sincerely, l Mark Levinsky SPACE — 50 \ OPEN Ell, — ; r r 1 '` "• 'Q' 1 / �`•. ` TK ARCMAEOLDGN;ALLT SENSITIVE AREA VT-CN+-WI ANDIST NOT TO BE DISTURBED BUFFER ZONE., INST,�.LL SNOW FENCE AROUND BUFFER ZONE WNG CONSTRUCTION i RI , I ; 1 SNOW STORAGE AREA 1V_ j 1 t I ------- 1- __ \� • I 1 , 1 ---- - I B Vl--US CON( _ \• f I'I _ _ ' ' 11 GLA% I PAVEI-1 N T , r Y NEW STOM-TER POND DI \ SEE SHEET : EXISTING cuss I"• _WETLANDS , r r , ,• '� _. .... a I.: MA PROPOSED BUILDING 7 .` k b � Ip l ISTING CLASS III ; gppJJJJ��� X ✓ METIANDs 1 11 .. _ ^ 1' �� `� ` ^� `/• '�RBMOVE DI'F .L;MFING TO CREATE ONE PARKING SPACE P=AGALLI PROPERTIE OFFICE PARK i S, LLC•� e 1'TTN. VIEW LOT 4 (STREET •M), 14.45 ACRES L o `.i I I �FUiuRE !" »•yam _�% CONNECTION TO LOT s (- SNOW STORAG ) , AREA STORAGE .. ,..L __ _ __ XS _ t - _ ^ ----- - — —'} — �? It .; r 1 • I - __ INTERSTATE HIGHWAY OVEREAT ___ _ 1 - _ � --_ ___ _ _ ZONING 13TRKT -� � 11 _ _ RLAY `� WETLANDS . Ty�O`-rE RSTgP lJA ... .... �..`` _. 4o O 40 80 120 1 PIZZAGALLI PROPERTIES, LLC MTN. VIEW OFFICE PARK LOT 6, I5.0 ACRES PROJECT STATISTICS LOT A .w/�1 AR4E45 x OF x TOTAL �� tDT 5 T x OF s OwF LOT SIZE N10.0 15.OT IODA BUILDING COVERAGE 0.K 4.6 W.0 0.00 0.0 W.0 PARKING 1 DRIVE COVERAGE SIDEWALK COVERAGE TAD 0.07 11.1 0.6 0.I3 0.00 0.4 0.0 TOTAL COVERAGE 2.61 1AS W.0 0.I3 OA W.0 ZONING DIST — INDUSTRIAL 1 OPEN SPACE PROVIDED. 2 wSP PROVIDED T45 SPACES NOTES, I. TOPOGRAPHY ON LOTS 4 AND 5 15 BASED ON TOPOGRAPHIC SURVEYS PERFORMED IN T005 BY DONALD L. HAMLIN CONSULTING ENGINEERS, INC RECORD TOPOGRAPHY WAS PERFORMED ON IIVOVOI AND I2/07/OT. T. TILLEY DRIVE UTILITY LDCATIOW SHOWN ON THIS PLAN ARE BASED ON A PLAN ENTITLED MLLET II SUB —SIGN, ROADWAY PLAN VIEW, SHEET ", DATED 05/T0/01 AND LAST REVISED OM M, PREPARED BY DONALD L. NAMLIN CONSULTING ENGINEERS, INC. S. ELEVATIONS ARE BASED ON U545 DATUM TAKEN FR A BEWCNMARK AT THE NORTHWEST CORNER OF THE NEW ENGLAND TELEPHONE PROPERTY LOCATED ACROSS INTERSTATE D5 FROM THE TILLEY PROPERTY. BENCHMARK ELEVATION WAS OBTAINED FROM FRED KOERNER, P.E., BURLINGTON, VERMONT. 4. ALL WATER LINE AND RELATED WORK TO BE PERFORMED IN ACCORDANCE WITH THEINSTA JE6 G Q. l; \... NEW 9TMHPI BE SHEETS T t 5 FOR 11 STRUCTURE INFORMATION ` / � DLASS II � WETLANDS • `% \ -= cuss u i WETLANDS_ _ ' A A of VFe. •,�A� t NEW ST--TER POND aT SEE SNEET K - __ z , No. 7201 • W RECORD DRAWING u I I AT LOCATIONS lM'i 011 MAY BE IN TI1P IMM-DiATE 91DEWCAOLK. ME. SIDEWALK _ CONIC- VICINI fY Of VNDERGROUNO UTIL TIES NEW SEWER / // / EDG AVEnENT CLEANa1T Tle' NEW v 9 -1YP. II `1 EN ro• Klwr NUPE 11 / / / / \ 346 3• 3K.Y . •. •. • ....• 1 CVRp- I 1 S•O.OITJ FT.,". .347,5 I NEW 12. 4 M' NUPE _ NE PALE 'Kw [D \ 1 FT./FT. /� t \ DOLRD �. / / / / • // EW 6• CL 52 D.I. NELIWfT,uTTP WATER SERVICE 345_T' \\ \ \ / NEW 2 CC11C 5 EDRB J 1 IKE NFY1 CURB BRACK 39c a CS c 1 \ rvr� DEPRESS[D VRB EDGt r>F NEw \' \ b 1 I : --DE RE-ED \ 3AT.A I \\ NEW Bp4 61i Q PROPOSED BUII DIN ' GRD / a 6 15 ,. ., 5 27,184 S.F. '' � ✓ 34G_T - I ,:.:., ' i�::■ F.F. ELEV..345.0 419 #,, ( I I I• 0 NE 0 SIDEWALK P 94G 1 1 1 DRL, FACI .4u r r fM.7 1 S / m ..,.. BTRIPING �/1 I I 1I� .x �I A, � w. r. � 1 AT z. /CuuuE`55ED TO CREATE ONE PARKING 6PACE / / t r / L PAVL 11ENT / C NEW SIDEWALK NCw cCNc 1 1\ I LIGHNEW T BUILDING MOUNTED FIXTURE, TTP. I \ DRAINAGE INFORMATION NEVI CBKT1 NEW Ca" RIM .7 IS- INV. OUT.339.7 RIM.3 . IS' IHV. IN.339.9e IS' INV. OUT.3 v NEW CB•K! NEW C 13 he. I .IN M' INV N.3l8'A le. 1w4.21 15" INV. a/T•340.43 24" INV. OIJT-m." NEW CBRII RII'1."AA S NEW slF RIM.—.O IS• Z IN.!!97 IM iNV IN•339 T 14INV. IN.341.14 a: INV, OUT-341.11 IB' NV. OUT.339.45 NEW CBR14 R1M.344.M 12' 1NV. OVT.341.45 3a/o 1 I NOTES. _.... rN DEPRECURH y .l47.5 LIGHT FIXTURE, 7Y W --ANEW STYNYG 44.J . / G 1 \\ 1. PERFOTOPOGRAPNY W l LOTS 4 AND 5 19 BASED ON TOPoGRAPNIC 9URVET3 PERFORMED IN 1005 BY DONALD L. NATLLIN CONSULTING ENGINEERS, INC. RECORD TOPOGRAPHY WAS PERFORTED aN II/OR/OT AND D/O]/OT. rr+�, NEW POLE MOUNT D _ OF HCG� 2. TILLET DRIVE UTILITY LOCATIp fN40WN ON — PLAN ARE BASED ON A PLAN ENTITLED / = I4 i.J T.✓ - / I I EI I I T VIEW', SHEET a2 DATED 05/2G/04 AND LAST -- - _ T LLET I SU V 91W, ROADWA PLAN V REVISED 04/OVOS, PREPARED 8T DOFIALD L. MAMLIN CONSULTING ENGINEERS, INC. / / / 3 W I ` / o • N6Da ICdC. _ �5 e I . 1 ]45 g 34`' !, ELLVATIONS ARE EASED ON U3 DATUM TAKEN FRat A BEWNMARK AT THE NORTHWEST -- CORNER OF THE NEW ENGLAND TELEPHONE PROPERTT LOCATED ACROSS INTERSTATE S9 01 \ FROM THE TILLET PROPERTY BENCHMARK ELEVATION WAS OBTAINED FROM FRED KOERNER, P.E.r BURLINGTONr VERTIONT. 4. ALL WATER LINE AND RELATED WORK TO BE PERFORMED 1N ACCORDANCE NITN TWE AIL/ CURB\ t• II I / TIX�F. Oi N[W \ A INST OR ADd.^ .a FW 12' EYILNT y PAV TER t F . P • TFR DI TRI T, DNS. ./ , // •3 a. NLLJ CUk. r� / .NEW (CAJ[ \/ \ \ / ELr,t OI NEW \ fURB /� NDPL CURB I ' 1 PAVLMI NT AVEMENT / NEW 19• OZ / .SEC [URN .- P / T/T1 395.L _ PAVEMENT NEW (Bop N bl 34— i x1C I C / �, CCGF OF NFW 1 I Y �1 H45 ] i NLW 1x11 1,11 T/ URH — — — — —\ — —_— NEW ekCREEKED NE P3T END 4 FENCED DATE FUMN REMOVEAISLE STRIPING TO CREATE By _ _ _ -- S NEW I M IUVE -`. ` `�Ja/`, ` - J,y:, - 44 TT./FT /-NCONCRLTE PAVJfIMENTY EWE OE NEW j954 I M E LPSVRE 08/IE9B OlJE PARKING SPACEATEAST SIDE ENTRANCE JPK -o 'CIX PAVE!'11 NI \ I 1 �� OT/11/OB �$� ADDED FENCE AROUND CHILLER � JPK —350— — — — — _ _ DATE REW$pN BY l'" 1 /^—„--------- 46 5 I .I OM21A1B OIOAP PARKING EPA JPK r � DATE REW$pN By REV CB#13 ANO RELATED JPK 395 T S 0.0052 ./F'F.� DATE OLDIAB.NSION SED FOR RECORD ORAVANG PIP BY BFO/JPN H B E LOPES PIZZA C --A—A— ByJPK - - - ` EDGE of NEw _ _ - - _ - - WENT PROPERTIES, LL �PAVEMENT -�--- P.O. BOx2o0s SOUTH BURLINGTON, VERMONT 05403 —— — _ — _ _ _ _ .— PROJECT TITLE � - - - - MOUNTAIN VIEW OFFICEPARK v;>..\ ` \ 1 \\ 11 \\EESE RTER PoND f1 MLOT 4 SITE DEVELOPMENT — - __ — _ _ — / \ \\ \ 11 DRAWING TNLf ----- ' T 1 1 � Y ),T / [l �) kale Suns MRM/BED Donal L !7Q//Ll ' 1 • .,No. 7201y iW:9a JPK Consulting n ° [O O 20 40 60 Chaco JPK RECORD DRAWING J�'J �+'' Engineers, Inc. DIa41ng ,�i� ONL I,L�L �,, Checked JPK J36 fFaff Sls¢et we 12/OS•05 s¢z ✓.—Ii. , V nl 7- VL Itl II a VC, A "T IL PROP05ED NG ILIl LOT (STREET -M). ACRES, t AN( C) To Lg— c) a -)iwaom "I"ARU VL IL �J' — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — - OVERLAY lHTMTATf �y zoRm M"ZT — — — — — — — I- C c 0 40 80 120 AM4MMLOG�LY UNSIT— AREA —N•— Wr To m TUBBED BUFFER ZD.L P, BUFFER ZONE FREAGALLl P;; lfl rZ UA PROJECT STATISTICSTm — A I— I i x DF 1pT zf HA 1-0 --- —E o" 1.. S00 0.00 0.1 P— 4 — COVERAGE — —E 2.. .., 0 01 0- 0A o'. 0.0 T-- —E 2. — .0 0.13 — 50.0 — 01—T. INOMTRIAL 4 OPEN SPACE PARKING STwTISTKS —,.ED, — — NOTES, I. ON AND 5 BASED SURVEYS IN MYf BYDDLD MCG RI, S NAL. �L—TIN—NEE"— T�� HAS P R—D ON — AND MMI/M. 2. TILLEY — — ITY LODSTKJNS —N ON TWM PLAN ARE BASED ON A F; I—EY .. —l—, —D a—t ;D FLAN MT TLED REVISED �, MEFARED ElY DONALD L. —1. —LYING ENGINEERS, 6W. S. ELEVATIONS ARE BASED ON — DATM T— FROM A BEHUfMMC AT THE NORTHWEST CORNER OF THE — 11—AND TELL—E PROPERTY LOCATED -- INTEAltl-1 IA FROM E TILLEY F—ERTY. DEW—AW ELEVATION —t OBTAINED — FRED KOERNER, F.E., EKIRLINGTON, V—. A t�L HATERI LINE MO RELATED WORK TO M MRF—D IN — WITN THE EC_ .1 AND T., DF NON CLA98 I HETLANM � -4 1 � ve, 1 4('ET N. 7201 RECORD DRAWING ,h E /* / / v / cats t e(GOT To PROWDE w I cAp dwca Exbn- / R[FIOVE IXI3TING w[�NNFpDSY TOTMtsnrNG�wwrEl[ f EXIST— TOe°RenotEo iREP NW e•onoee�n�r.� .'Pe< EMOVED t e3ET TO aft SeRWER INf NEI L' LL 52 .1. RlE tl E Kb I' I I wA1ER 5ERV1 E I I I I I 1, l• —_ A, --------- ----------- if 1 //// _•� _ar %�mSm ( n I - I —.7 (L' I I I l I � � ♦[' l l 1 ` • i / IImtALL mold ATm /f Ea+wL%� 11( 1 NW le' IIIVSECTI l MTN END e[crN%t / AND !]' NDT TO EIE DST E wwFE ZONE. \ NSTALL SICYi FENCE D FM E \ \ CURING lAbTRIKTN%1. \ \ \ \ 1 \ 1 I I 1 \ I I N D Se<TK%1 \ I I I _ I I \ I I I NW B' n Yf p•OI I .Otf FT-T. � •� .I�� I EIsrALL IN3u.ATN1N I I � — \ SYTT. E ,TEN It ) / DaNCRETi \ AccE DRAM 1 I Ouss I 111 I I I IRS \\\ I1 \I lEp� \ \\ \\ \ \•.. I I \ eTORn \ \ I\ 1 cGNe \ \ \ \ 1 \ \ I RECORD DRAWING SEWER INFORMATION DRAINAGE INFORMATION TO BE RD'gVED t RESET NEW RM•SR.O RIM.!'1l.O! (R)) B' INV. OUT•3L.e! (R) Rny l-Tl (R) Ip' INv. M•llp.O! (CB%) [ )) WW {' RIV. IN•lplA (lOT 6) NW i' MV. M•111.2 Ip• INV. IN-!le.Y1 (CBM) b' LVT•!l,.4 IlH9 e' RN. OUi•!!t I MV. (R) RIIW1.l4lA, (R) i• IpN. OUT-S9al1R[R) 16 ItN. Ip' INV. QIT.lIp.Yl (R) • IN,II (3TMN.T) (R) RIB--i0.4 ((R) L' INV. RI.3lS.]i (R)) OUT•S'15.b (R) RIM.lAIN. (R) 1Y INV. OIIT-SII.Y (R) R .1U.4 (R) Ip' INV. IN--W.7 (( )) M.M.7} Ip' INV. (R) R M�lM.9t (R) .1-SlE IR (R) RA 7 (R) 13f. (( )) Y INV. OUT•Sii.iT (R) INV. NI.Sl1.T f9R)) (( ) (R) I!' I OLIT-1 7 (R) j�.1W. WT•'vJ9�. SCR �CB%3) RI _.,i (R) NEW Rh.11l.M (R) (RJ ' INV. OUT•Sl,AI (R) IY NN. OUT.911.A (R) NW 9TRa, Y i I—- (R) I . OUT•SpA.,I (R) RinSTY WR(I ) Y WV. W3tl.51 (CBR!) (Rl) Y 1w. I..Y(W)-14) (IL) KRIORMED DH IVOUOI AND 12-47. 2. TILLEY DRIVE UTILITY -IONS SHOW ON THIS RAN ARE SAVED ON A FLAW ENTITLED TLLEY II Y 13IW, ROADWAY PLAN VIEW', SHEET h, DATED Op/]p/Ol AND EAST RNbED OVO✓Op, PREPAREO BY DQMLD L. NAtYRI (P 1ULTIK ENGMEER3, MC. !. ELNATN%E ARE BASED W USGS DAT TA%W FROI A BEPRN AT THE NORTHWEST CORNER OF THE NEW fNGIAND TELEPHONE PROKRTY IDCATCD KROe! INTER!l-1 ep FRO'I THE TILLEY PRO'ERTY. BENCHI'1AR% ELEVATION NIAS OBTAINED I FRED KOCRNER, P.C., BURLINGTON, VERILlT. i. ALL WATER LINEAMI REU.TED Y%- TO BC "RTF='ED IN ACELRDYK[ WTW 'WE YNE .(ERICNa F.IVE yre�y P. h:��• sx.I` No. 7201 Xj. • t.*`!�,OISTE0F 2: lllllllL•! � / / / BAVEnENT �-......\ � M61 e• ''• / � � .l. LIWT, xrsv�lceIf % // // // // {-TEN ' / / / / • BIRL RAOL PROPOSED BUILDING 27,186 S.F. -5Y .' 66 F.F. ELEV.-3AS.0 ..a i I I i I � I I .. I r•, W _PEE � I I , I \ NW cow _ _— -- / IIW •IILpF1f MOIIFITm LKNr mnat, TT►. !mo / // DEPRESSED .!f].e (, ,�LIfM fDRUIIl. �'P. / '• / \ � lf1D.. SlpewALK / / DY.T -. / NW cDNc corm .. two cuRe _ _EDGE Q NEH -- --- _-- -- -, -I -----------_ ,, _ _ — — - ----\ ------cis - — — — — — — ` — — — \1 - — — — — — LDSE DP - — — — — - - - - - - - - - ----- `--------------- _ 1 — — — — — — — — — — DRAINAGE INFORMATION NW CBM NW CBKY] b• NV. OUT 331.T (R) D ID NV qfT-959.T RIEW4SAA.0 (R) ]�• INv aur•me i• (R) RVI 2 IN-7 iD' iNV OUT.'1 A5 (R) NE' C BMI INV. OUT--t (R) NE. -- RIM-- R1 .r NV. gIT.'JII.II (R) D• RN. Q1T•S•.h (R) NO m 1. TLIGORAPNY ON L A AND b IS EV.SED ON TOICI6RAMK —VEYS PERFORMED IN A]Qi BY DONALD L. H-ILIN CCMSUL— ENGINEERS, INC. RECQItD TOPOGRAPHY 6— PERfORMED ON.— AND 12/07/ . ]. TILLET MVE —L.TY LOCATIONS SHORN ON THIS PLAN ARE BASFD ON A I—N ENTITLED •TILLEY iI SIBdVIlN]N, RDADNAY AAN VIEW, SHEET 4, DATED Ob/NOA AND LAST REV—D OYO4gl, PREPARED BY DON-- L. N—IN CABULTING ENGINEERS, — S. ELNATIgIb ARE [ •KD d USGS WTI1M TAKEN fROEt A BENfIfLLRK AT THE NORTINEST CORNER OF THE NW ENGLAND TCLEP PROPERTY IOCATED ACROSS --TATE DN F—I THE TILLEY P%IPDETY. 0fNcNI— ELEVATION S —INED — ERED KOERNI., P.E., BU .-T-, VERMOHT. A. ALL HATER LINE AND RELATED I.YAbf TO BE PER—ED IN ACCgEDANCE wTN THE NEN ]A' • HOPE S-000S7 F—FT. \ I I \ TO 5TORfwATER PCND 4 1 1 \SEE SHEET I 1 RECORD DRAWING �.Jti4, OF, FVfp.,(T�}E r201:i� Wt � ��(�•s S/•;li'p15.... 2 � AAA bNAL. MOUNTAIN VIEW BUSINESS PARK- LOT 4 KEY BOTANICAL NAME COMMON NAME CITY SIZE REMARKS TREES AC Amelanchier canadensjs Shadblow Servicebeny 17 2 1/2-3" Cal. B&B, 6' Branching HI. (Mir AF Acer rubrum x freemanii'Autumn Blaze' Autumn Blaze Maple 1 2 1/2.3" Cal. B&B, 6' Branching Ht. (Mir AR Acer rubmm'Armstrong' Armstrong Red Maple 17 2 1/2-3" Cal. B&B, 6' Branching Ht. (Mir PC Pyrus calleryana'Chanticleer' Callery Pear 19 2 1/2-3" Cal. B&B, 6' Branching HL (Mir PGa Picea glauca White Spruce 9 6-8' B&B, Full PGb Picea glauce White Spruce 13 8-10, B&B, Full SHRUBS CS Comus sencea'Baileyr Redosier Dogwood 17 30-36" EA Euonymus alatus'Compactus' Compact Burning Bush 136 24-30" TO Thuja occidentalis Dark American Arborvitae 15 5-6' VT Viburnum tdlobum'Compacta' Compact Amer. Cran. Vibumum 6 24-30" PERENNIALS CV Coreopsls venlcillata'Moonbeam' Moonbeam Coreopsis 8 1 Gal. MS Miscanthus sinensis Maiden Grass 4 2 Gal. RF Rudbeckia fulgida'Goldstrum' Blackeyed Susan 10 1 Gal. ST Sedum telephium'Autumn Joy' Autumn Joy Sedum 6 1 Gal. AENTRY SIGN PLANTING PLAN SCALE 1 " = 10' / 71 \ A \ \ \ 5- -iRANS'_r1TREES / FROM STREET T REIi3 \ \\\ / ^, • � � \ \ yy P / BOULDER IN ANOSCAPE > , , 41 7-EA ,-AR m 21P01- _ I J I 7-EA'- 8rE/, 1-AR i 6-EA 1-AR 6-EA 5-EA 6-EA — — \ \ +-AR / - A \ \ _ /-AR �3-PGb �. ( 2 T C -��-' \ m ` \ J AC C I a 1-PGb `0` �. ®1 7-TO L / ao \ \ 1-PGb \. 2-AC •— \ 1 � I C MOUNTAIN VIEW BUSINESS PARK LOT 4 South Burlington, Vermont Planning & Design 131 Church Street Burlington, Vermont 05401 phone (802)862-0096 /f: (802)865.2440 .aegrp.com 0 pizzagalli p r o P e r t l •, I i o Developer 50 Joy Drive South Burlington. Vr 05407 802.651.1315 0 o zo• ao•eo• Scala: V = 40' Dar. 12.2 .05 Drawn By: MJL Checked By: MKW Rerm— PLANTING PLAN Shecl Number L1.0 Project Number: 05237 File: L1.0-Planting Pkn.dwg } NOTE: EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING, OR SURVEYORS TAPE TO PREVENT FUTURE GIRDLING. SURROUNDING SOIL SHOULD NOT EXCEED 80% COMPACTION, DRAINAGE WILL BE REQUIRED IF COMPACTED SOILS ARE PRESENT 12" X 1 1/2' NYLON/COTTON WEAVE —� TIES WITH 3/4' GROMMETS 1/8' 7 X 7 STEEL CABLE FASTENED W/ (2) ZINC PLATED CABLE CLAMPS. COVER GUYS W/3' OF 3/8" DIA. SLIP PLASTIC TUBING. TURNBUCKLE, EYE & EYE, ZINC --� PLATED, 10 5/8" OPEN LENGTH, 3/8' THREAD DIA. INSTALL W/ TURNBUCKLE IN OPEN POSITION. TEMPORARY WATERING BASIN —� (3) DUCKBILL TYPE ANCHORS BREAK APART EDGE OF EXCAVATION W/ SHOVEL AND BLEND PLANT MIX W/ EXISTING SOIL TO PROVIDE TRANSITION TO UNDISTURBED GRADE. UNDISTURBED GRADE: ESCAVATE ONLY TO SPECIFIED PLANTING DEPTH TO ENSURE STABLE BASE TOP OF ROOTBALL TO BE PLACED / AT SAME LEVEL THAT IT WAS GROWN IN NURSERY. SLIGHT ROOT FLARE SHOULD BE EVIDENT. ROOT FLARE SHOULD BE AT OR SLIGHTLY ABOVE FINISHED GRADE. �— 2" WELL COMPOSTED BARK MULCH CUT AND REMOVE BURLAP FROM ROOTBALL PLANT MIX .3 PARTS NATIVE SOIL .1 PART WELL COMPOSTED COW MANURE FINISH GRADE FILTER FABRIC GRAVEL -- 4" PERFORATED PIPE WHERE APPLICABLE. PERFORATIONS LAID DOWN UNDER DRAIN. EVERGREEN PLANTING SCALEI/4'=1'-0' p-evertree.dNq PLANT SPACING PLANT CENTER PLANT ROW ALL EQUAL OR AS SHOWN ON PLANTING PLAN NUMBER OF SPACNO'p` ROW °A' BAN 5—ISCL T 9 O.C. S1.w 0.01 f ac. 41.62° 0.W w O.D. DIN 0.12 x O.C. — 0.1e 21O.D. M.M. 033 NOTE: QUANTITY OF SHRUBS AND SPAdND AS NOTED M PIAMING -.-- FINISH GRADE MULCH, AS SPECIFIED SHRUB ROOTBALL PLANTING MIX AS SPECIFIED SUB GRADE Kj� SHRUB PLANTING SCALE: 1/2" = 1'-0" 180° 180° NOTE: EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING, OR SURVEYORS TAPE TO PREVENT FUTURE GIRDLING. SURROUNDING SOIL SHOULD NOT EXCEED 80% COMPACTION, DRAINAGE WILL BE REQUIRED IF COMPACTED SOILS ARE PRESENT NYLON WEBBING FASTEN WIRE BELOW POINT OFF MAJOR BRANCHING OR TO MAJOR OUTSIDE TRUNK. 2 1' HARDWOOD STAKES. ALIG STAKES PARALLEL W/ ROAD/ WALKS OR PARALLEL W/ DIRECTION OF PREVAILING WIND. RE DETAIL E/1-2.0 ALL STAKES TO BE CONSISTENT. TEMPORARY WATERING BASIN BREAK APART EDGE OF EXCAVATION ---- W/ SHOVEL AND BLEND PLANT MIX W/ EXISTING SOIL TO PROVIDE TRANSITION TO UNDISTURBED GRADE UNDISTURBED GRADE EXCAVATE ONLY TO SPECIFIED PLANTING DEPTH TO ENSURE STABLE BASE TOP OF ROOTBALL TO BE PLACED AT SAME LEVEL THAT IT WAS GROWN IN NURSERTY. SLIGHT ROOT FLARE SHOULD BE EVIDENT. ROOT FLARE SHOULD BE AT OR SLIGHTLY ABOVE FINISHED GRADE. �- 2" WELL COMPOSTED BARK MULCH CUT AND REMOVE BURLAP FROM ROOTBALL PLANT MIX - 3 PARTS NATIVE SOIL - 1 PART WELL COMPOSTED COW MANURE FINISH GRADE FILTER FABRIC GRAVEL 4" PERFORATED PIPE WHERE APPLICABLE. PERFORATIONS LAID DOWN UNDER DRAIN TREE PLANTING 1..1 SCALE I/4'=V-0" Tree Pianting.dwg ALIGN STAKES PARALLEL W/ ROAD OR WALKS EDGE OF WALK OR CURB A. TREE STAKING ALONG ROAD OR WALKS DIRECTION OF PREVAILING WIND ALIGN STAKES PARALLEL W/ DIRECTION OF PREVAILING WIND. ALL STAKES TO BE CONSISTENT. B. TREE STAKING IN OPEN SPACES O 120' 120` 3" CALIPER TREES OR LARGER - ALIGN 2 STAKES PARALLEL '(: 12C W/ ROAD OR WALKS O O ,— EDGE OF WALK OR CURB C. TREE GUYING �n1 TREE STAKING LAYOUT L.J NO SCALE p-stake.dwg MOUNTAIN VIEW BUSINESS PARK LOT 4 South Budington, Vermont Planning & Design 131 Church Street Burlington, Vermont 05401 phone: t8021882-0098 '. 18021865-2440 vrvw.segrp.com PC Pizzagalli p. o p, e e i• , I I o Developer 50 Joy D— South Burlington, VT 05407 802.651.1315 Scale: AS NOTED Date. 12.29.05 Drawn By: MKW Checked By. MKW Revmone. Trq. PLANTING DETAILS Sheet Numbe,. L2.0 Project Number: 05237 R1. L2.0 - Planting Det.,K. g CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 May 23, 2007 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Re: Site plan application #SP-07-33 Dear Mr. Bouchard: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the Administrative Officer on May 23, 2007. Please note the conditions of approval including that a zoning permit be obtained within six (6) months. Should you have any questions, please contact our office. Sincerely, 4�y I Betsy McDonough Planning & Zoning Assistant Encl. Impact Fee alculation for New Non -Residential Construction A Project Name B Effective Date C Type of use D Type of construction E Value of construction per square foot from Appendix 1 Lxlwj� 906 F Total square feet of new construction �_q G Total value of new construction f C�_ E x F H Above in units of $1,000 S� ��� G / 1000 I Existing land value (s �?%, g d� Grand list J Abovein units of $1, 000 t�7�� . I/1000 K Total value of site and improvements after construction G + I L // Above in units of$1,000 K / 1000 ROAD IMPACT FEE M Base road impact fee per VTE $144.56 N Estimated PM peak hour VTEs O Base road impact fee . [ M x N P Credit per $1,000 (Table RD-5) for past payments % 1 Q Credit for past payments / 0 ), e j J x P R Credit per $1,000 (Table RD-6) for future payments / 19 S Credit for future payments G G V, L x R T Total road impact fee O - Q - S FIRE PROTECTION FEE U Estimated post construction value of structure and contents in $1,000 �..- 0 units of ` H x 1.875 V Base fire protection impact fee $0.87 x U W Credit per $1,000 of land value Q) for past tax payments (Table FP4)� �� From FP-4 X Total credit applicable to project for past tax payments 7 J + L W x J Post -construction value of structure and land excluding Y contents G + I Z Above in units of$1,000 Y 67 Y / 1,000 Credit per $1,000 of post -construction value for future tax AA pmts (Table FP-5) O From FP4 AB Total credit applicable to project for future tax payments _ �v� AA x Z AC Total fire protection impact fee V - X - AB TOTAL ROAD AND FIRE IMPACT FEE Calculation sheets.xls �'7 Impact Fee Calculation for New Non -Residential Construct ion ' A Project Name/t✓ f (Z 'v B Effective Date jrr C Type of use O f 4:1L f, D Type of construction E Value of construction per square foot from Appendix 1 F Total square feet of new construction G Total value of new construction 4 - �jY ad H I J K L iT ExF Above in units of$1,000 � V G / 1000 Existing land value 7 ('� Grand list Above in units of$1,000 I / 1000 Total value of site and improvements after construction 53 to a G +.I Above in units of$1,000 5 _jPS 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 $144.56 It U' M x N 103• uS J x P `7 (9 L x R O-.Q-S Hx1.875 $0.87�u From F�-4 5515 ., E a_WxJ Post -construction value of structure and land excluding Y contents cl C� (k a G+I Z Above in units of$1,000 3 GI 5 a Y / 1,000 Credit per $1,000 of post -construction value for future tax AA pmts (Table FP-5) . () C5 From FPS AB Total credit applicable to project for future tax payments Ul 1 AA x Z AC Total fire protection impact fee q cl� V - X - AB TOTAL ROAD AND FIRE IMPACT FEE Calculation sheets.xls 9) C.: e: 08/31/2006 ) Commercial Cost Report � Page: 1 Parcel! Parcel Number Owner Name OwnerAdd C ity State St/Road St/Road # Pr State Pr Zip Code Land Values LAND AC Bldg Lot NOTES No value change per informal hearing 5-3 Total Property Value 0860-RR750 PIZZAGALLI PROPERTIES LLC 50 JOY DR S BURLINGTON VT HINESBURG RD 750 Size Nbad Mult Grade Depth Cost 14.43 1.00 0.35 610,800 Total Property Cost 610,800 Microsolve CAMA (c) ,A Permit Number SP-J16-� 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 50 Joy Drive South Burlington, VT 05403 Tel # (802) 658-4100 Fax # (802) 651-1307 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 681 Page 736 3) APPLICANT (Name, mailing address, phone and fax #) Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Tel# (802) 658-4100 Fax# (802) 651-1307 4) CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Robert Bouchard Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Tel# (802) 658-4100 Fax# (802) 651-1307 5) PROJECT STREET ADDRESS: 192 Tilley Drive 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 0860-RR750 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) 50/50 General/Medical Office Building - Shell Only b) Proposed Uses on property (include description and size of each new use and existing uses to remain) 100% Medical Office Space 49,000 Usable Square Feet c) Total building square footage on property (proposed buildings and existing buildings to remain) Existing Building is 54,000 gross square feet, 49,000 usable square feet. d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) Two (2) floors, 28' high. e) Number of residential units (if applicable, new units and existing units to remain) N/A T(nAbt-1u� oF-f Med 641f oU vo:�,2j -lu-L/ �6 .0("r 2� I S-e, v-- SO - Uo- � 1 i r f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): 0 existing employees, 150 employees proposed. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Applicant is requestinp- that 100% of building be used for medical office space versus the 50% medical office and 50% general office originally proposed. 8) LOT COVERAGE Total Parcel Size: 628,571 Sq. Ft. a) Building: Existing 4,3 % / 27,186 Proposed -- % / -- sq. ft. Gross sq. ft. b) Overall impervious coverage (building, parking, outside storage, etc) Existing 19.7 % / 123,710 sq. ft. Proposed -- % / -- sq. ft. c) Front yard (along each street) Existing 0 % / 0 sq. ft. Proposed -- % -- sq. ft. d) Total area to be disturbed during construction (sq. ft.) 257,004 * 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): $ 4,860,000 b)Landscaping: $ 56,100 c) Other site improvements (please list with cost): Parking Lot $325 ,000 Stormwater Retention Ponds & System $125,000 Site Lighting $50,000 Water & Sewer Lines $25,000 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): 600 average daily trips b) A.M. Peak hour for entire property (in and out): 74 vph in, 10 vph out c) P.M. Peak hour for entire property (In and out): 14 vph in, 67 vph out 11) PEAK HOURS OF OPERATION: 8 : 00 am - 5 : 00 pm 2 12) PEAK DAYS OF OPERATION: Monday - Friday 13) ESTIMATED PROJECT COMPLETION DATE: November 15th, 2007. 14) ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) North, East & West - Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT South - Interstate 89 R.O.W. VTrans, State of Vermont 15) 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). Enclosed 3 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. rvc�e� SIGNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER 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: n- Comp: 4 . ✓f' - t V.rw � . � 1 • ` - ^ - r .- - _'C MX�D RCU9T,RIA4 1 WR7ER�/AL B,- mnsTm__#TNTTIDA(FCUNV BUIISTOR GE �JII 1` -5FE SHEETMAAID9rape =---____- `'. BUFFERPRp'ERTtlr 11TN. VIER CFFK: PAAK--_- LOr A(STREET M;, WO ACF6 PRCPIR A K LLCTVIEW OFFICE PARKLOTI FUTURE IOTTg_1`'—_ARM BTDRAGE _ ^ _ ----- - �'------- ' \__________`� - INTOljTAT6 NKIiiI{r - `- �--_.__-___►E"°2 4 0 rareyavolowim AL A*47 �'�4R'tf�}- - j TAYE ' `� •,W /iR wEtw m NETLAND9- �/ \ ` ^tom 09 I �- NCH 9TORP1wATER t EET R5� 40 O 40 80 120 �-�SEE SHEET I _ PRO IECT STATISTIC+ —I n I a or t AREA AC) TrrT_ A_`. �yL:Si AH< < ) A_y.am LOT 91Zf 1441 IW.O IB.OI 1000 BUILDING CCVERAOE O.0 4.S EO.o O.DD 00 50.0 PARKMG 4 DRNE CO✓O1AGE 2G '4] O11 o.4 91DEYIA COVERAGE Q. 4 - OCO o.o TOTAL CO✓IT E zn 14" EO,o G.17 o.4 `A.o ZONING p19jRKTMDUJTRIAL 1 OPE14 SPKE PARKIN[. aTAtnTC9 PRWILFDOSO SPACES No m I. TOPOGRAPHY ON IOTS A AND S IS BASED DN TOPOQWAC SURVEYS PERFORI'IEC M 2W5 By D01YLD L. WMI4 —I9U W 0+11NECR9, INC. 2. TI EY DRIVE VTLITT LOCATIDW 4140*0 W TH9 PLAN ARP BASED CH A PLAN ENTITLED 'T-Er N 9UBpVISICN ROADWAY RAN VIEM 9HE[T n, DAi® 011li/B1 AND lA9Y REVISED PUm4 , MbARA BY DON/,LD L. GAIiIN UMXTr*G ENGNEERS, ING. S. ELC✓ATICNS ARE BASED CN USG9 DATI.TI TAKEN P A BMCWAT THE NORTHHM FROFI iNEPTILLEY P RL� BB4CIRIARK EELLEVPATION F4P•S OBTAM�ED�FF-I R FEED 49 KOERNER, P.E., BV U-,rp1, VERHOM'. RECEIVED MAY 17 2007 City of So. Burlington SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 April 20, 2006 Bob Bouchard Pizzagalh Properties 50 Joy Drive South Burlington, VT 05403 Re: Minutes - 192 & 194 Tilley Drive For your records, enclosed is a copy of the approved minutes from the March 7, 2006 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, 4 ''R4 Betstyc onfgh Planning & Zoning Assistant En cl. DEVELOPMENT REVIEW BOARD March 7, 2006 Members felt they needed to know more about the terms of the Conservation Easement before making any decision. Specific issues are use or elimination of the easement to the south and specifying the current approved access to lot 5C. Ms. Quimby moved to continue Preliminary Plat #SD-06-09 until 21 March 2006. Mr. Farley seconded. Motion passed unanimously. 6. Site Plan Application #SD-06-07 of Peter Krag for establishment of a 640 sq. ft. accessory residential unit in a detached accessory structure, 250 Spear Street: David Krag gave members photos of the building to be used for an accessory residential unit. Mr. Dinklage noted that no changes are proposed to the existing structure; therefore, it is grandfathered with respect to setbacks. Mr. Belair asked if the applicant planned on having a dumpster on the site. Mr. Krag said no. Ms. Cole asked why this is not warned as a "public hearing." Mr. Belair explained that a site plan does not require a public hearing. He also explained the new State regulations regarding accessory units including the stipulation that one of the units be owner - occupied. Ms. Cole said the owner doesn't live in the house, but his son does. Ms. LaRose noted that the son is listed as an owner of the property on the deed. Ms. Cole said this area is in danger of becoming student housing. Mr. Dinklage said all neighborhoods have this challenge, and there are amendments being prepared to the Zoning Regulations that will seek to address this. These amendments include prohibition of parking on lawns. Mr. Belair said this will be a stand-alone Ordinance, so it can be enforced by the Police. Ms. Quimby then moved to approve Site Plan Application #SD-06-07 of Peter Krag subject to the stipulations in the draft motion. Mr. Kupferman seconded. Motion passed unanimously. 7. Public Hearing: Final Plat Application #SD-06-01 of Pizzagalli Properties, LLC, for a planned unit development consisting of a 54,372 sq. ft. general office building, 192 Tilley Drive: Mr. Bouchard identified a berm which has been added to screen parking. Mr. Belair said the City Arborist will review this when he returns from vacation. Mr. Bouchard said this building will look very similar to the existing building. -3- l1/ DEVELOPMENT REVIEW BOAtl) March 7, 2006 Ms. Quimby moved to approve Final Plat Application #SD-06-01 of Pizzagalli Properties, LLC, subject to the stipulations in the draft motion. Mr. Bolton seconded. Motion passed unanimously. 8. Miscellaneous application #MS-06-01 of Pizzagalli Properties, LLC, for approval to alter the existing grade by: 1) constructing stormwater detention ponds, 2) temporary stockpiling topsoil, and 3) constructing a shared access drive,194 Tilley Drive: Mr. Bouchard said the topsoil is coming from lot to another, not being brought in. It will remain for about 6 months. They will abide by all state regulations re: erosion, etc. The pile will be no more than 25 feet high. Mr. Kupferman asked if the topsoil will be used to change the preconstruction grade for Lot #5. Mr. Bouchard said it will not. Mr. Belair noted the stormwater pond will be lower. Ms. Quimby moved to approve Miscellaneous Application #SD-06-01 of Pizzagalli Properties, LLC, subject to the stipulations in the draft motion. Mr. Kupferman seconded. Motion passed unanimously. 9. Miscellaneous application #MS-06-02 of Munson Earth Moving Corp. for approval to temporarily alter the existing grade by placing approximately 40,000 cubic yards of fill on the property, 284 Meadowland Drive: Mr. Dinklage asked for a date certain for removal of the fill. The applicant said 15 October 2007. Mr. Belair said there is a question of access to the site by either Meadowland Dr. or Hinesburg Rd. The applicant indicated the majority of access would be from Meadowland Drive with an option for Hinesburg Road. They would exit from Hinesburg Rd. Ms. LaRose suggested restricting hours of use for Hinesburg Rd. The applicant agreed to 7:30 a.m.-5:30 p.m., Monday -Friday with some possible Saturday use at the same hours. Mr. Rowley, who lives next to that road, said the last time there was construction there was noise and dust, and it was awful for them. He asked that the applicant use only the paved section of road. The applicant agreed to use only Meadowland Drive. The approval motion was amended to add 15 October 2007 as a removal date for fill. The motion was further amended to limit access and egress to the site from Meadowland Drive only. -4- Yr 1 Y State of Vermont �WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED Environmental Protection Rules, Chapter 1, Wastewater System and Potable Water Supply Rules, Effective January 1, 2005 Chapter 21, Water Supply Rules, Effective April 25, 2005 Case Number: WW-4-2570 PIN: EJ01-0291 Landowner: Pizzagalli Properties, LLC 50 Joy Drive South Burlington VT 05403 This permit affects property refer raced in deeds recorded in Book 445 Page 6 of the Land Records in South Burlington, Vermont. This project, consisting of constructing a 54,000 square foot office building with a maximum of 200 employees on Lot #4 of Mountain View Office Park served by municipal water and wastewater services located on 192 Tilley Drive in South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. This does not constitute approval under Act 250 case number 4C1153. GENERAL 1. This permit does not relieve the permittee from obtaining all other approvals and permits as may be required from the Act 250 District Environmental Commission, the Department of Environmental Conservation, Water Supply Division — telephone (802) 241-3400, Water Quality Division — telephone (802) 241-3770, the Department Public Safety, Division of Fire Safety— telephone (802) 828-2106 or (802) 879-2300, the Department of Health — telephone (802) 863-7221, and local officials prior to proceeding with this project. 2. The project shall be completed as shown on the following plans that have been stamped "approved" by the Wastewater Management Division: Job 05-226, Drawing 1 "Overall Site Plan" dated 12/06/05 last revised 1/30/06; Drawing 2 "Site Plan" dated 12/06/05 last revised 2/10/06; Drawing 9 "Water, Sewer, & Drainage Details" dated 12/06/05; and Drawing 11 "Technical Specifications" dated 12/06/05 prepared by Donald L. Hamlin Consulting Engineers, Inc. 3. The project shall not deviate from the approved plans in a manner that would change or affect the exterior water supply or wastewater disposal systems, building location, or, the approved use of the building, without prior review and written approval from the Wastewater Management Division. Wastewater System and Potable Water Supply Permit WW-4-2570 Pizzagalli Properties, LLC Page 2 4. 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 in the South Burlington Land Records within thirty, (30) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. 5. All conditions set forth in Permit #WW-4-2317 shall remain in effect except as modified or amended herein. Compliance with the Conditions of Permit #WW-4-2317 shall be required prior to occupancy of the building approved by the Permit on Lot #4. 6. The Wastewater Management Division now reviews the water and wastewater disposal systems under 10 V.S.A., Chapter 64 — Potable Water Supply and Wastewater System Permit. 7. 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 the Vermont environmental and health statutes and regulations. 8. 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. WATER SUPPLY & WASTEWATER DISPOSAL 9. No permit issued by the Secretary shall be valid for a substantially completed potable water supply and wastewater system until the Secretary receives a certification from a designer or the installer, signed and dated, that states: "I hereby certify that, in the exercise of my reasonable professional judgment, the installation -related information submitted is true and correct and the potable water supply and wastewater system were 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 water service and sanitary sewer lines to the structure. 10. The project is approved for water supply by connection to the municipal water system as depicted on the approved plans. The project is approved for a maximum of 2,700 gallons of water per day. The Wastewater Management Division shall allow no other method, or location of obtaining potable water without prior review and approval. Wastewater System and Potable Water Supply Permit WW-4-2570 Pizzagalli Properties, LLC Page 3 11. The project is approved for wastewater disposal by the construction of a connection to the municipal wastewater treatment facility as depicted on the approved plans. The project is approved for a maximum of 2,400 gallons of wastewater per day. The Wastewater Management Division shall allow no other method, or location of wastewater disposal without prior review and approval. Dated at Essex Junction, Vermont on April 7, 2006. Jeffrey Wennberg, Commissioner Department of Environmental Conservation By �iL`��1�--- Ernest Christianson Regional Engineer C For the Record South Burlington Planning Commission & Select Board Donald L. Hamlin Consulting Engineers, Inc. Water Supply Division Act 250 District Environmental Commission #4 Department of Public Safety, Division of Fire Safety C Xt7/e1TT 1_ i SOU I BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (8o2)846-41o6 March 9, 2006 Bob Bouchard Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Re: Minutes - 192 Tilley Drive Preliminary Plat Dear Bob: For your records, enclosed is a copy of the approved minutes from the February 7, 2006 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, "B cl Betsy McDonough Planning & Zoning Assistant Encl. DEVELOPMENT REVIEW BOAk, 7 FEBRUARY 2006 Ms. LaRose noted that the Fire Chief wants street trees moved because of the swinging of ladders on the trucks. Regulations would have to be waived to do this. Ms. Rose suggested a consultation with the Fire Chief and City Arborist to address this. Mr. Marshall said they have a typical footprint and can show how each unit can be accessed in an emergency situation. Moving the trees would present a challenge. They are hoping to find a middle ground. There will be similar issues in other phases of the proj ect. Mr. Belair said they may end up with fewer street trees because of this, resulting in big gaps without any street trees. There is the possibility of requiring trees to be planted somewhere else or requiring the planting of larger trees. Mr. Scheuer said they would probably plant larger trees than required, but if they can't get them, they might go with an alternate scenario of additional trees somewhere else. Mr. Belair felt this can be worked out at final plat. The approval motion was amended to eliminate stipulation #8 and to modify stipulation #16 to mimic the master plan re: typical landscape cost. Mr. Belair reminded members and the applicant that there is a new state statute under which a subdivision approval never expires. Because of this, he is proposing the infrastructure be constructed within a stated period of time. If it is not, the application would have to be re -approved. This would apply to all fixture subdivisions. Members agreed to deal with this before final plat. Ms. Quimby moved to approve Preliminary Application #SD-05-92 of South Village Communities, LLC, subject to the stipulations in the draft motion as amended above. Mr. Farley seconded. Motion passed unanimously. 5. Continued Public Hearing: Preliminary Plat Application #SD-05-95 of Pizzagalli Properties, LLC, for a planned unit development consisting of a 54,372 sq. ft. general office building,192 Tilley Drive: Mr. Bouchard said this is lot #4 and the third building in the subdivision. 250 parking spaces are being requested although only 190 are required. Mr. Bouchard said they know from experience that 190 won't work. They are woefully. short of parking in the first building built, and people are parking on the street. They don't want to repeat that mistake. They feel that there should be at least 5 parking spaces per 1000 sq. ft. Mr. Bouchard also noted changes to enhance the entrance and make it more visible. Mr. Behr asked about the possibility of underground parking. Mr. Bouchard said it is too expensive. DEVELOPMENT REVIEW BOAS 7 FEBRUARY 2006 Mr. Bouchard said they will have to review the plan with the Fire Chief again. All turning radii have been made to accommodate his stated needs. Ms. Quimby reminded the applicant to be sure the elevator is sized to accommodate a stretcher. Mr. Kupferman noted that the driveway accessing this lot is on the adjacent lot #5, and it appears that stormwater will also be handled on that lot. Mr. Bouchard said they will address that. Mr. Behr asked if there is a plan to extend Tilley Drive. Mr. Belair said that would be dealt with if a full interchange is built to connect the interstate with Hinesburg Road. Mr. Behr asked the applicant to confirm that will build what they have shown in the rendering. Mr. Bouchard said they will. Ms. Quimby moved to approve Preliminary Plat #SD-05-95 of Pizzagalli Properties, LLC, subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 6. Sketch Plan Application #SD-06-01 of O'Brien Family Limited Partnership for a planned unit development to subdivide a 64.51 acre parcel into 14 lots ranging in size from 1.3 acres to 23.1 acres, Kimball Avenue: Mr. O'Brien said the former sketch plan has expired, and this is essentially the same plan. Lots average about 3 acres. Mr. O'Brien addressed specifics issues raised in the staff notes. He indicated they will clarify access to the residential portion. They will also show a 60-foot wide access easement to the property to the south. Ms. Quimby asked if the cul de sac is wide enough for a fire truck. Mr. O'Brien said they haven't dealt with the Fire Chief yet. Mr. O'Brien said they will also speak with the Rec Path Committee. They will submit a tree planting plan. A traffic impact study will be done. Mr. O'Brien noted the increased setbacks for abutting residential property. He asked if trees can be planted on the residential side. Mr. Belair said they cannot. Mr. O'Brien noted that when Pizzagalli develops the northern lot, the road connection will probably take place. He asked if they can use that connection in their traffic study. Mr. Belair said it should be one of the scenarios considered. Mr. Kupferman asked if it will be possible to connect residential and commercial properties via the rec path. Mr. O'Brien said possibly in the future but not now. He showed the area where the rec path would be built. - 5 - CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 March 8, 2006 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Re: 192 Tilley Drive Dear Mr. Bouchard: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on March 7, 2006 (effective 3/7/06). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records within 180 days (must be submitted by September 1, 2006) of this approval or this approval is null and void. If you have any questions, please contact me. Sincerely, ( OOL Betsy McD nough Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT 7005 1820 0004 9293 9090 CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: 1 \I [, �L� 7 �/ CIIL--JCJ(Q NAME MAILING ADDRESS PRr),IF('T C)F 1K1TPP1=ST 9I L clt5a�n Li.��%v 6.a ©� d Wv � `2 d%dc -k soy-, 4'e.&l V5 � v� 1,`� -� �--�- SID _0 /V711 -TC1�Avt � j 1 i �v'tYl tQ11, SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802) 846-4106 March 8, 2006 Bill Cimonetti 1393 Spear Street South Burlington, VT 05403 Re: 192 Tilley Drive Dear Mr. Cimonetti: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, Betsy McDonough South Burlington Planning & Zoning Department Page 1 of 1 Betsy McDonough From: Betsy McDonough [emcdonough@sburl.com] Sent: Monday, March 06, 2006 9:55 AM To: 'bbouchard@pizzagalli.com' Subject: Staff Memo's for Tilley Drive �CA_ 4 _9 le Attached are the staff comments for both projects to be heard tomorrow (Tuesday the 7th). I've also attached an agenda. If you have any questions, please let us know. See you tomorrow. -Betsy Betsy McDonough South Burlington Planning & Zoning 575 Dorset Street South Burlington, VT 05403 (802)846-4106 3/6/2006 ascription lenses, Sunday Church Street near City i reward. Cat[ 802-343- ave message or email Pbox83.com. ): Lost black -and -white ng hair and a small nick p of one ear. Please call W2-849-9801. SHOPPING 2/05 at MS and Adidas, 11 YO rno Ipod she saved.aLl If found please call -5866. Thank you. ,sic for sale 1 RECORDING GEAR: oard, Sony DAT, Fostex max sampling keyboard, 1, Alesis sequencer, DOD :or, RCA cords, etc. Best any/all. 802-864-7740. 100-50 watt, 2-12" np, (mts3200). Almost O. Mesa boogie DC3, 50 12" $450. 802- i. f WAH pedal GCB-95. -227-7632. IT: Pearl Export series, Bete kit w/instructional ning key, sticks. Bass, i, mounted tom, snare, ibol. $450/OBO. 802- C UKULELE. Like -new i. $250/firm. Call Matt s, 802-238-0470. BASSMAN: 100 Bass eds a little work, call s. $150. Leave message, 0525. BLUES junior amp. Idition. 15 watt,all 'ks great. Selling to w amp. $250. Call Matt, 4770. JAZZ BASS. I think it around 2000. Black, condition! $350. 802- TWIN AMP, 100 watt; lanufactured in 2001. ly used. Great for gig- iply practicing, has !t Fender tone! $650. 3698. :ASE FOR Les Paul ar. Asking $50. Mackie Iard dfx6 $100. 802- LD: Hohner PSK 50. ition in original box $55/OBO. Must sell. !160. 1UIPMENT. Ibanez RG guitar. $50. Digitech s processor w/expres- 1 and new power sup - Both good cond. Eric, '480. KEYBOARDS: Crumar .ltivox Organ/Synth, ino, E-Max Digital me really cool sounds! on any/all 802- CELEBRITY CC67, Aectric guitar. condition, sounds d shell case. . 802-985-1180. 337 Baby Grand piano good home. $1000. details, good sound. 848. Adwin, dark oak, bench. Great condi- VVI-11 J U11C UGIIU, WIIICIIII IL, former Advance Guitar Summit winner. Convenient Pine St. 1 tion. 802-598-8861, www.arambedrosian.com. CLAW HAMMER BANJO: Learn Appalachian -style pickin' and strummin'. Emphasis on rhythm, musicality and technique. $25/hour. Call Mara, 862-3581. GUITAR: Berklee graduate with classical background offers Les- sons in guitar, theory and ear training. Individualized, step-by- step approach. I enjoy teaching all ages/styles/Levels. Call Rick Belford, 864-7195. GUITAR INSTRUCTION: All styles/levels. Emphasis on devel- oping strong technique, thor- ough musicianship, personal style. Paul Asbell (Unknown Blues Band, Kilimanjaro, Sneakers Jazz Band, etc.), 862- 7696, www.pauLasbelt.com. ► music services COSMIC HILL project recording studio. 30-years experience. $40/hour. Moretown. 496-3166. PA SYSTEM AND SOUND MAN available for bands and events. Have over 25 years experience running PAs for my own bands. Also have the very hottest key- boards available for the big gig and I can fill in for you if you need keyboards to round out your sound. Call Bob, 802-318- 6874, email bberman@ttiglob al.com for more information. WHICH STUDIO? The one with huge rooms, Pro Tools HD3, Yamaha Grand Piano and tons more! The professional studio. Egan Media Studios. www.egan media.com. ► musicians wanted 60S/7OS ROCK GROUP looking for bassist and guitarist, prefer- ably with vocal. Attitude and straightforward style important. Call Bob at 802-863-1570. ATTENTION ORIGINAL BANDS: Submissions now being accepted for the sixth annual Block Island Music Festival. Check www.block islandmusic.com for details. DRUMMER WANTED for blues/classic rock practice band. 1 gig/year, drum kit provided. Underhill area. Contact Mark via email markmil@usadatanet.net. LOOKING FOR someone to sing/scream for heavier rock band. Demos posted on myspace.com/dentatamare. Call John, 802-985-8397. MULTITALENTED MUSICIAN Looking for other musicians for creative get-togethers. Have place to play, equipment, etc. Call Chris, 527-0068, St. Albans. NEW BAND? Looking for a place to play out? Call The Backstage, Essex Junction, 802-878-5494. PORTUGAL TOWERS is a metal band in Burlington looking for a vocalist. Demo available at www.portugattowers.com. Email vocalist@portugaLtowers.com or call Ben at 774-254-346.4. WE NEED A BASS PLAYER. Our group needs a serious and seasoned bassist. We are devet- Y-1-tu: wotr pup in vermont. Pup will be loved and kept as a family pet. Please email us at debsw aysonty@yahoo.com. ► photography MODELS WANTED: Looking for a few aspiring female models interested in the commercial/ fashion industry. Must be between 15 and 30 and have a very good complexion. Unique opportunity for free portfolio, experience and help breaking into the industry. Contact David Russell Photography, 802-373- 1912, email rusldp@juno.com, web http://www.rusldp.com. ► professional SVCS. AFFORDABLE AUTO REPAIR: Rust,. accidents, painting, exhaust, brakes, cooling systems, tune-ups. Free estimates. $35/hour. Call Paul, 338-2834. HOME SERVICES: Home mainte- nance, house check and deliver- ies. Organizing and seasonal duties. Caring, competent local guy. Senior discount $15/hour. Chittenden County only. Call B at 802-233-1126,. OLD-FASHIONED COOK. I'll meal plan, grocery shop and pre- pare 3-7 freezer -ready meals in your home. Greater Burlington area. Call Salty, 802-87b-5866. ► services wanted LOOKING FOR SOMEONE to either teach me to sew, (I have a sewing machine) or tb make shirts for me. 802-658-7755. ► stuff wanted IS YOUR Body Blade Classic col- lecting dust? I want it. Cash - poor girl looking to get in shape. 802-233-6966 Leave message. ► want to buy ANTIQUES: Furniture, postcards, pottery, cameras, toys, medical tools, lab glass, photographs, slide rules, license plates and silver. Anything unusual or unique. Cash paid. Call Dave. at 802-859-8966. ► legals NOTICE OF OFFICIAL BID The Clinton -Essex- Fran ktin Library System is accepting bids for 1991 Thomas Bookmobile Model M40 with 3028 Cat engine/MT 643 Allinson trans- mission. Body is equipped with two air conditioners, three elec- trical space heaters, Oran 10kw generator, wood shelving. Sealed bids must be clearly marked "Official Bid" and mailed or hand delivered to the CEF Library System .33 Oak Street, Plattsburgh, NY 12901 by noon on Friday, February 24. Official public bid opening at System 3:06 p.m. on February 24. For information, contact Julie Wever at 518-563-5190 x 18. OPENINGS BURLINGTON CITY nnirvrno•nvn ,........... March 22, 2006. Applicants must be nomir by a member of the City COL Ao be consid- ered for a position; a list of Council members is also avail- able at :the Clerk/Treasurer's Office. Please call the Clerk/Treasurer's Office at 865- 7136 for further information. PUBLIC BEARING SOUTH BURLINGTON DEVEL- OPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing at the South Burlington City Halt . Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, March 7, 2006 at 7:30 P.M. to consider the following: Copies of the applications are available for public inspection at the South Burlington City Hall. I. Preliminary plat application #SD-06-07 of Allen Road Land Co. to amend a previously approved planned unit develop- ment consisting of 44 units on 28.21 acres. The amendment consists of: 1) enlarging the PUD by 5.5 acres, and 2) constructing two (2) 31 unit multi -family dwellings on the 5.5 acres, 150 Allen Road. 2. Preliminary plat application #SD-06-09 and final plat applica- tion #SD-06-10 of Charles & Judith Scott to subdivide a 46.2 acre parcel into two (2) 3.0 acre parcels and a 40.2 acre parcel, 250 Autumn Hill Road. 3. Application #CU-06-01 of Brad Rabinowitz for conditional use approval under Section 14.10, Conditional Use Review, of the South Burlington Land Development Regulations. Request is to allow a 1150 sq. ft. existing structure to be used as a caretaker residence and storage for an animal shelter, 142 Kindness Court. 4. Final plat application #SD-06- 11 of Pizzagalli Properties, LLC, for a planned unit development consisting of a 54,372 sq. ft. general office b3ilding, 192 Tilley' Drive. John Dinktage, Chairman South Burlington Development Review Board February 15, 2006 STATE OF VERMONT CHITTEN- DEN SUPERIOR COURT CHITTENDEN COUNTY, SS. DOCKET NO. Mortgage Electronic Registration Systems, Inc., as nominee for Aegis Lending Corporation, Plaintiff v. Alexander Pankratov, Ilona Pankratova, Burlington Realty And Occupants residing at 201 Park Street, Burlington, Vermont Defendants REVISED SUMMONS & ORDER FOR PUBLICATION TO THE ABOVE NAMED DEFENDANT: Alexander Pankratov You are hereby sum- moned and required to serve upon Joshua B. Lobe, Esq., plaintiffs attorney, whose address is P.O. Box 4493, 35 King Street, Burlington, Vermont 05406, an Answer to plaintiffs Complaint in the above entitled action within forty-one (41) 4a1m altar +r.n rk+e M: +L_ ii. attorney. If you feel that you cannot afford to pay an attor- ney's fee, you may ask the clerk of the Court for information about places where you may seek legal assistance. Plaintiff's action is a Complaint in Foreclosure which alleges that you have breached the terms of a Promissory Note and Mortgage Deed dated April 10, 2004. Plaintiffs action may effect your interest in the property described in the Land Records of the City of Burlington at Volume 866, Page 488. The Complaint also seeks relief on the Promissory Note executed by you. A copy of the Complaint is on file and may be obtained at the Office of the Clerk of the Superior Court for the County of Chittenden, State of Vermont. It appearing from Affidavit duly filed in the above entitled action that service cannot be made with due diligence by any of the methods prescribed in V.R.C.P. 4(d) through (f) inclu- sive, it is hereby ORDERED that service of the above process shall be made upon defendant, Alexander Pankratov, by publica- tion pursuant to V.R.C.P. 4(g). This Order shall be published once a week for three consecu- tive weeks on February 8, 2006, February 15, 2006 and February 22, 2006 in the Seven Days. A copy of this Order shall be mailed to defendants at their address if their address is known. Dated at Burlington, Vermont this 2nd day of February, 2006. /s/ Ben W.Joseph Hon. Ben W.Joseph PresidingJudge Chittenden Superior Court STATE OF VERMONT, CHITTEN- DEN COUNTY, Docket No. 0087- 06 Cnc Robert Bicknell v. Mitchel Richardson To the above -named Defendant Mitchel Richardson: You are hereby summoned and required to serve upon Thomas M. Higgins, _Plaintiffs attorney, whose address is 253 South Union Street, Burlington, Vermont, an answer to Plantiff s Complaint in the above -entitled action within 41 days after the date of the first publication of this summons, which is February 15, 2006. If you fail to. do so, judgement must be filed with the Court. Unless the relief demanded in the Complaint is for damage covered by a liability insurance policy under which the insurer has the right or obliga- tion to conduct the defense, or unless otherwise provided in Rule 13 (a), your Answer must state as a counterclaim any related claim which you may . have against the Plantiff, or you will thereafter be barred from making such claim in any other. action. Plantiffs action is a Complaint for negligence brought by Plantiff against Defendant, in which Plantiff alleges that Defendant is responsible for the automobile accident which occurred in South Burlington, 1/..r.......+ A --.... -LaL- CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: March 1, 2006 \drb\sub\pizzagalli\preliminary_lot4.doc Application received: February 13, 2006 Agenda # 7 Owner/Applicant Pizzagalli Properties, LLC 50 Joy Drive S. Burlington, VT 05403 Engineer Donald Hamlin Consul+' 136 Pearl Street Essex Junction, VT Location Map PIZZAGALLI — LOT 4 FINAL PLAT APPLICATION #SD-06-11 Meeting Date: March 7, 2006 )ertV Information Oarcel 0860-00750 3 acres d IHO Zonina Districts CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Pizzagalli Properties, LLC, hereafter referred to as the applicant, is requesting final plat approval for a planned unit development consisting of a 54,372 sq. ft. general office building, lot #4, 192 Tilley Drive. The applicant last appeared before the Development Review Board on February 7, 2006 for preliminary plat review (minutes attached). Associate Planner Cathyann La Rose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on February 13, 2006 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements 10 Zoning District- Required Pro osed Min. Lot Size 3 acres 14.43 acres Max. Building Coverage 30% 4.3% Max. Overall Coverage 50% 19.1 % Min. Front Setback 50 ft. >50 ft. Min. Side Setback 35 ft. >35 ft. Min. Rear Setback 50 ft. >50 ft. zoning compliance SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. The South Burlington Water Department reviewed the plans and submitted comments in a letter from Jay Nadeau dated January 7, 2006. 1. The applicant shall adhere to the comments of the South Burlington Water Department. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. The City Engineer has reviewed the plans and has told staff that he has no comments. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The applicant has submitted grading and erosion control plans. Staff finds them to be acceptable for erosion control. However, the area listed as a "topsoil stockpile" on the plan is located on 194 Tilley Drive and cannot be approved as part of this application. In accordance with Section 3.12 of the SBLDR, the removal from land or the placing on land of fill, gravel, sand, loam, topsoil, or other similar material in an amount equal to or greater than twenty (20) cubic yards, except when incidental to or in connection with the construction of a structure on the same lot, shall require the approval of the Development Review Board. The applicant has applied separately for review as a Miscellaneous Application for grading changes proposed for 194 Tilley Drive. This includes the fill stockpile, and also the stormwater detention pond, and the access drive. Staff supports these changes, particularly the shared access for 192 and 194 Tilley Drive, but recognizes that any grading changes to 194 Tilley Drive require separate review, approval, and permitting under the South Burlington Land Development Regulations. 2. The applicant shall have obtained Miscellaneous approval from the Development Review Board for those grading changes proposed for 194 Tilley Drive, which are reflected on the site plan and grading and erosion control plan for 192 Tilley Drive, prior to final plat approval for 192 Tilley Drive. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the subject lot is proposed via a 25' wide curb -cut off of Tilley Drive which is proposed to be shared with access to 194 Tilley Drive. This is a sufficient access width for general office use. The site plan also shows space for a future connection to 194 Tilley Drive. Staff finds this acceptable. Staff finds the parking and circulation layout improved since the last appearance before the Development Review Board. Visitors to the site are presented with a clear view of the building and a sensible layout for traffic management. The South Burlington Fire Chief has reviewed this set of the plans and provided comments in a letter dated February 17, 2006. He has commented that the revised plans appear to be well designed for emergency vehicle access. Staff agrees with his comments. Staff has not calculated final traffic impacts because, per conversations with the applicant, the uses of the property have not yet been fully determined. Traffic generation shall be calculated and finalized prior to final plat approval. However, for the purposes of providing a fair estimate to interested parties, staff has calculated traffic estimates based on 100% use of the building as general office. This use would generate 81.01 pm peak vehicle trip ends. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING The plans that the applicant submitted depict both Class II and Class III wetlands on the subject property. There are no encroachments proposed in the Class II wetlands. However, the applicant is proposing to place the building over the Class III wetland and associated buffer. In their review of the overall site plan, the Natural Resources Committee stipulated that the pavement should be reduced to the greatest extent allowable so as to minimize the impact to the wetland (decision attached). Staff finds that the applicant appears to have avoided impacting the greatest extent of the subject property's wetlands. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. Staff feels that the proposed project is in keeping with the planned development patterns of the 10 Zoning District. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The open space area proposed on the subject property is the Class II wetlands located on the western portion of the property. This is a sizeable area and staff finds it sufficient to meet this criterion. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. Staff has already commented on the comments of the South Burlington Fire Chief. Again, he has approved of the newly proposed parking scheme and access. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The applicant is proposing that the access drive be shared between 192 and 194 Tilley Drive. Furthermore, the plans show a connecting drive between Lots 4 and 5. This is sufficient to satisfy this criterion. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. Staff has already noted that the City Engineer has reviewed the preliminary plat plans and has no comments for this application. 3. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed subdivision of this property is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is shown on the plans. Pursuant to Section 13.01(B) of the Land Development Regulations, the proposed project will require 190 parking spaces for general office use, including 6 handicapped -accessible parking spaces. The plans depict 250 parking spaces. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. At sketch plan review, the Development Review Board voiced general approval for a plan that showed parking to the rear of the building (minutes and plan attached). The applicant has since submitted a new plan which includes parking on all four sides of the building. The layout presented here in the final plat application is not in compliance with this criterion. However, staff discussed the building layout with the applicant and advised them that a limited amount of parking may be acceptable in the front of the building with significant berming and landscaping to hide such parking. This issue was discussed at the preliminary plat hearing and the Board approved the plan as shown. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The scale of the proposed building is compatible with the site and existing buildings in the area. The height of the proposed building is 28', which is under the 35' height maximum for the City. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. CITY OF SOUTH BURLINGTON 6 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant submitted a sketch of the proposed building at preliminary plat review which met with the general approval of the Development Review Board. However, in accordance with Section 14.05(D)(4) of the SBLDR, the applicant shall also submit a set of elevations showing the proposed design and height of all structures. Because no height waiver is being requested, staff suggests the applicant submit this information for review by the Administrative Officer prior to issuance of a zoning permit. 4. The applicant should submit architectural details prior to the issuance of a zoning permit. Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Again, the applicant should submit architectural details prior to the issuance of a zoning permit. In addition to the above general review standards site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The property to the east of the subject property is most likely going to be developed as office use. The applicant does show an access to the easterly property, noted on the overall site plan as 194 Tilley Drive, to facilitate a possible future connection. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans show a proposed dumpster. Notes on the site plan received February 1, 2006 describe the dumpster as "screened and fenced." CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Pursuant to Section 13.06 (B)(7) of the Land Development Regulations, snow storage areas must be shown on the plans. The snow storage areas shown are acceptable in number and location. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the SBLDR. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. The applicant has submitted a landscape plan and budget as part of the preliminary plat plan application. Given the proposed building cost of $4,860,000 the minimum landscaping required in compliance with Section 13.06 of the SBLDR shall be $56,100. The applicant has included a proposed budget of $56,106. The proposed parking areas contain more than twenty (20) parking spaces, and therefore should be landscaped in accordance with Section 13.06(B) of the Land Development Regulations. The site plan shows proposed landscaping on the interior of the proposed parking area. The applicant has submitted information to ensure that the requirements in Section 13.06(B) of the Land Development Regulations are being met. Specifically, a minimum of 10% of the interior of the proposed parking lot shall be landscaped islands planted with trees, shrubs, and other plants. The applicant is proposing 13.1 % to be landscaped. The South Burlington City Arborist reviewed the previous plans and provided comments in a memo dated January 6, 2006. He is out of town and has not yet reviewed the newly proposed landscaping plans. He shall review and approve of the plans prior to recording of the final plat plans. 5. The landscaping plan shall be reviewed by the South Burlington City Arborist prior to recording of the final plat. The applicant shall adhere to the recommendations of the City Arborist. Lighting Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. All lighting shall be shielded and downcast. The applicant has submitted a lighting point by point plan. This is sufficient and in compliance with the SBLDR. Some lighting shown on the plan does exceed the maximum for the boundary limits. However, staff is considering these as emissions to count for 194 Tilley Drive. CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING The applicant has submitted lighting cut sheets for the property. Staff finds these sufficient. Other 6 The subject property is located within the Airport Approach Cone and shall be subject to the standards set forth in Section 13.03 of the SBLDR. Staff recommends that the South Burlington Development Review Board approve Final Plat application #SD-06-11 subject to the applicant addressing the numbered items in the "Comments" above. Respectfully submitted, thyan La Rose, Associate Planner Copy to: Robert Bouchard, applicant State of Vermont Department of Fish and Wildlife Department of Forests, Parks, and Recreation Department of Environmental Conservation State Geologist RELAY SERVICES FOR THE HEARING IMPAIRED 1-800-253-0191 TDD>Voice 1-800-253-0195 . Voice>TDD February 27, 2006 Pizzagalli Properties, LLC 50 Joy Drive South Burlington VT 05403 AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Regional Office III West Street Essex Junction, VT 05452-4695 Telephone: (802) 879-5656 RE: WW-4-2570, Mountain View Office Park construct a 54,000 square foot office building with a total of 200 employees on Lot #4 of Mountain View Office Park located at 192 Tilley Drive, South Burlington, Vermont. Dear Applicant: We received your completed application for the above referenced project on February 22, 2006, including a fee of $1350.00 paid by check #133346. Under the performance standards for this program, we have a maximum of 45 days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 45 in-house days, please contact this office.. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. For the Division of Wastewater Management Ernestine Chevrier Regional Office Coordinator cc: South Burlington Planning Commission Jeff Kershner Raninnni Offinac - Rarra/Facax.lnt /RiMsnd/Snrinnfiald/St. Johnsbury CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 iZ ` �Q abjk(s February 15, 20o6 Pizzagalli Properties Bob Bouchard 50 Joy Drive South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public hearing is being held regarding the proposed development. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." Please call our office at 846-4io6 if you have any questions Sincerely, Betonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-41o6 February 15, 20o6 VTrans District 5 PO Box 168 Essex Junction, VT 05453 Dear Property Owner: Enclosed is a copy of a public notice published in the Seven Days. It includes an application for development that abuts your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, C 0 Betsy McDonoUgh Planning & Zoning Assistant Encl. Permit Number SD---� \_ CITY OF SOUTH BUMANGTON APPLICATION FOR FINAL SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Pizzagalli Properties LLC. 50 Toy Drive South Burlington, VT 05403 Tel# 658-4100 Fax# 651-1307 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 681 Page 736 3) APPLICANT (Name, mailing address, phone and fax #) Pizzagalli Properties, LLC, 50 Joy Drive, South Burlington, VT 05403 T:658-4100 F:651-1307 4) CONTACT PERSON (Person who will receive all correspondence from Staff. Include name, address phone& fax #) Robert Bouchard, Pizzagalli Properties, LLC, 50 Joy Drive, South Burlington, VT 05403 T:658-4100 F: 651-1307 5) PROJECT STREET ADDRESS 192 Tilley Drive 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 0860-RR750 7) DETAILED PROJECT DESCRIPTION a) Existing uses on Property (including description and size of each separate use) None b) Proposed uses on property (include description and size of each new use and existing uses to remain) Pizzagalli proposes to build a two-story, 54,372 square foot general office building on Lot 4 (14.43 acres) of Mountain View Office Park. c) Total building square footage on property (proposed buildings and existing buildings to remain) Proposed building - 54,372 gross square feet. No existing buildings on site. d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) Proposed building height is 28' . Two 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) Pizzagalli estimates 200 employees. Company vehicles unknown. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) Property is located in the Industrial and Open Space, Interstate Highway Overlay District. h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. 8) WETLAND INFORMATION a) Are there any wetlands (Class I, II, or III) on the subject property? b) If yes, is the proposed development encroaching into any of these wetlands or their associated 50' buffers? The proposed development encroaches on a small Class III wetland as previously shown and approved on the enclosed site plans. c) If yes, this project MUST be reviewed by the Natural Resources Committee prior to review by the Development Review Board. Please submit the following with this application: 1. a site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's Wetlands Map. Previously submitted and approved. 2. response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria). 9) LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a) Size of Parcel: 14.43 acres/628,571 s.f.(acres/sq.ft.) b) Building Coverage: Existing none square feet — % Proposed 27,186 square feet 4.3 % c) Overall Coverage (building, parking, outside storage, etc): Existing none square feet — % Proposed 123,710 square feet 19.7 d) Front Yard Coverage(s) (commercial projects only): Existing none square feet — % Proposed 0 square feet 0 % 10) AREA DISTURBED DURING CONSTRUCTION: 257,004 . ft. * 5.9 Acres *Projects disturbing more than on -half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 11) WAIVERS REQUESTED a) List any waivers from the strict standards in the Land Development Regulations (e.g., setbacks, height, parking, etc.) that the applicant is seeking none 12) COST ESTIMATES a) Building (including interior renovations) $ 4,860,000 b) Landscaping (see Section 13.06(G) of the Land Development Regulations) $ 56,100 c) Other site improvements (please list with cost) Parking Lot $325,000 2 Stormwater Retention Ponds & System $125,000 Site Lighting $50,000 Water & Sewer Lines $10,000 13) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out) 600 average daily trips b) A.M. Peak hour for entire property (in and out) 74 vph in, 10 vph out c) P.M. Peak hour for entire property (In and out) 14 vph in, 67 vph out 14) PEAK HOURS OF OPERATION 8 : 00 am - 5 :00 pm 15) PEAK DAYS OF OPERATION Monday - Friday 16) ESTIMATED PROJECT COMPLETION DATE 2 / 1 /07 3 17) ABUTTING LANDOWNERS — please list abutting landowners, including those across any streets. You may attach a separate sheet. North — Pizzagalli Properties, LLC, 50 Joy Drive, So. Burlington, VT 05403 East — Pizzagalli Properties, LLC, 50 Joy Drive, So. Burlington, VT 05403 West — Pizzagalli Properties, LLC, 50 Joy Drive, So. Burlington, VT 05403 South — Interstate 89 R.O.W. VTrans, State of Vermont 16) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the final plat application (see Exhibit A). Enclosed. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. ATU OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: r�I\� > l ou I have reviewed this preliminary plat application and find it to be: U-60mplete ❑ Incomplete Director of Planning & oning or Desi nee Date 4 SE GROUP Planning & Design 131 Church Street, Burlington, Vermont 05401 STATEMENT OF PROBABLE COST: PERMIT Project Name Mountain View Business Park - Lot 4 Drawing Referenced: L1.0 - Planting Plan Date Prepared: December 29th, 2005 Date of Prices: December-05 Project Status: Revisions: Sheet 1 of 1 KEY ITEM QUANTITY UNIT UNIT COST SUB TOTAL REMARKS TREES AC Shadblow Serviceberry 1.1 EA. $350.00 $4,900.00 2 1/2-3" Cal. AF Autumn Blaze Maple 1 EA. $540.00 $540.00 2 1/2-3" Cal. v-'�kR Armstrong Red Maple 17 EA. $750.00 $12,750.00 2 1/2-3" Cal. PC Bradford Callery Pear 19 EA. $550.00 $10,450.00 2 1/2-3" Cal. PGa White Spruce 9 EA. $350.00 $3,150.00 6-8' PGb White Spruce 131 EA. $400.00 $5,200.00 8-10' Sub -Total: $36,990.00 SHRUBS CS Red Osier Dogwood 17 EA. $30.00 $510.00 3 Gal. EA Compact Burning Bush 136 EA. $65.00 $8,940.00 24-30" TO Dark American Arborvitae 15 EA. $65.00 $975.00 5-6' Sub -Total: $10,325.00 b1ISC. Pond and Berm Construction Sub -Total: approx. $8791.00 Total: $56,106.00 DONALD L. HAP IN JOB Z } CONSULTING ENGINEERS, INC. SHEET NO. - OF 136 Pearl St., Box 9 e�,/Z,7/p( ESSEX JUNCTION, VT 05453 CALCULATED BY DATE (802) 878-3956 Fax (802) 878-2679 CHECKED BY DATE SrA1 F 3� 3 .. G--'............. ¢..... z ................................................... ....Q............ ... ..5.....�P..... Ig ...........3............. ;............. ........... PIZUOALU PROPERTIES, LLC P.O. BOX 7000 SOUTH BURUNOTON VERMONT 05403 npe7 GAL MOUNTAIN VIEW OFFICE PARK LOT I SITE DEVELOPMENT OVERALL SITE PLAN s, i ��f' : '"" "p1p " Lbnald L Hamlin Consulting s ,p °,^�f?{ Engineers; Inc. Sout,_'Burlington Fire DepaAment 575 Dorset Street South Burlington, VT 05403 (802) 846-4110 Douglas S. Brent, Fire Chief February 17, 2006 Ms. Juli Beth Hines, Director of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Mountain View Office Park Lot 4 Dear Juli: In regard to my letter dated January 13, 2006, 1 have since met with Mr. Robert Bouchard of Pizzagalli Properties. Mr. Bouchard provided me with a copy of the revised parking lot and access plan. I have reviewed it with him and members of my staff and it appears now to be well designed to address my concerns. At this point this seems to be the only major item which needed further review by me. As this project moves forward additional items may surface which could be dealt with as needed by myself or with the assistance of the developer and Vermont Division of Fire Safety. Should you need any further assistance on this project please feel free to contact me. Cce,ly Douglas S. Brent Fire Chief SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 February 23, 2006 Bob Bouchard Pizzagalli Properties, LLC 5 0 Joy Drive South Burlington, VT 05403 Re: Minutes - 192 Tilley Drive Dear Bob: For your records, enclosed is a copy of the approved minutes from the January 17, 2006 Development Review Board meeting. If you have any questions, feel free to contact me. Sin rely, Betsy MD ough Planning & Zoning Assistant Encl. JDEVELOPMENT REVIEW BOAR L, 17 JANUARY 2006 3. Final Plat Application #SD-05-97 of The Snyder Custom Homes, LLC, to amend a previously approved plat for a four -lot subdivision. The amendment consists of relocating the access drive to lot #3, 680 Nowland Farm Road: Mr. Snyder said that as planned there is a common drive on lots 3 & 4. They are requesting that this drive come off the Shea driveway. He said he understood that they will need a name for the common drive. Mr. Belair said staff has no issues. Ms. Quimby moved to approve Final Plat Application #SD-05-97 of The Snyder Custom Homes, LLC, subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. C�yublic Hearing: Preliminary Plat Application #SD-05-95 of Pizzagalli properties, LLC, for a planned unit development consisting of a 54,372 sq. ft. general office building, 192 Tilley Drive: Mr. Dinklage noted there were a lot of staff comments that the DRB could give the applicant feedback on: a. The Fire Chief wants significant reconfiguration. Mr. Dinklage said he could foresee another traffic horror like Staples Plaza. He said he would prefer a full 2 lane access all the way. Mr. Belair noted that staff met with the applicant and made recommendations on front design with special emphasis on emergency access. Ms. LaRose said the suggestion is to create a lane in from the access to the building. They would have to eliminate some parking (they are overparked as it is). This would allow emergency vehicles to get in with a clear access to the building. The applicant is going to try to work this out. b. Mr. Dinklage asked if there was any talk of mitigating the elimination of the Class 3 wetland. Ms. LaRose said unfortunately there is a property line to lot #4, and the applicant can't be asked to do anything until the applicant comes in with a plan for lot #4. Mr. Dinklage said a lot of wetland is being consumed. He suggested setting a "tone." He added that placement of future buildings will be a real challenge. Mr. Kupferman felt additional height would be better. Mr. Belair said the applicant felt financial numbers wouldn't work. Mr. Dinklage said he would want to see elevations at preliminary plat. c. Ms. LaRose noted the applicant has agreed to increase a berm on Tilley Drive. -2- )DEVELOPMENT REVIEW BOAR, 17 JANUARY 2006 Ms. Quimby then moved to continue Preliminary Plat Application #SD-05-95 until 7 February. Mr. Farley seconded. Motion passed unanimously. 5. Public Hearing: Preliminary Plat Application #SD-05-94 of The Rock of Greater Burlington for a planned unit development consisting of a 13,000 sq. ft. house of worship to be built in two phases, phase 1 being 7500 sq. ft. and phase 2 being 6100 sq. ft., 73 Thompson Street: Mr. Dinklage asked the applicant to affirm that they will build what they show in the elevations. Mr. Adams said they would with the exception that what is shown as stone will be brick. Mr. Dinklage said they would have to identify a snow storage area out of the buffer. Mr. Adams said they will. Mr. Dinklage asked if the stormwater retention pond is large enough for phase 2. Mr. Adams said it is. The applicant requested a 16% parking waiver. Ms. LaRose noted parking numbers in staff notes are based on the daycare and phase 1. Mr. Belair said he has a concern with approving the addition without seeing it. He had thought the Board would be approve it with full parking for the addition. If not, he felt the addition should not be approved. Mr. Dinklage felt the Board would want to see elevations, location of parking, etc., for phase 2. After some discussion members agreed to amend the motion as follows: 3f. The site plans shall be revised to remove all references to signs and all references to the Phase 2 addition. Ms. LaRose noted that the City Engineer has not yet reviewed the plans but will do so on Thursday. He will probably have comments for the applicant. Ms. Quimby moved to approve Preliminary Plat #SD-05-94 of The Rock of Greater Burlington subject to the stipulations in the draft motion as amended above. Mr. Farley seconded. Motion passed unanimously. 6. Public Hearing: Final Plat Application #SD-05-96 of Spear Meadows, LLC, for a planned unit development to subdivide a 26.19 acre parcel developed with two single family dwellings into: 1) 17 single family lots, and 2) a 3.305 acre parcel to be developed with six two-family dwellings, 1302-1350 Spear Street. Mr. Farrell showed the location of a new public street and cul de sac. There will be 3 parcels of land, the 2 single family homes and a lot with the new units. Mr. Farrell also showed a connection to Vale Drive. He noted that the City Manager suggests keeping the cul de sac as a traffic calming measure, but Mr. Farrell said they don't own the land to -3- V Z V L Campcluded - New imp i photome ,erformance AC Series 6" Extended Pole Mount You'll see double-digit increases in street side efficiency with the redesigned reflector and repositioned lamp in the AC Series. This compact forward -throw reflector has a main beam of 60'+ from vertical (30' from horizontal), providing wide lateral distribution and excellent uniformities. A Backlight Shield accessory (standard on Wall Mount) permits precise cutoff adjustability. Three Sizes: 12' square x 5' deep (305 x 127 mm) 16" square x 6.5' deep (406 x 165 mm) 22' square x 9.25" deep (559 x 235 mm) OLD Candlepower distribution curve of 40OW MH 16' Area Cutoff Light. OLD ■PPIli�����1►�`I� �ti1111/1/11��IIIJ� V���%I■ isofootcandle plot of 40OW MH Area Cutoff Light at 25' (7.6 m) mounting height, O'tift above horizontal, with backlight shield removed. 124 NEW Candlepower distribution curve of 40OW MH 16' Area Cutoff Light NEW 36A 301 bA 1&3 122 6.1 0. 6.1 12.2 1&3 305 24A W 122 11 0. &1 122 163 24A 30 Isofootcandie plot of 40OW MH Area Cutoff Light at 25' (7.6 m) mounting height, 0* bit above horizontal, with backlight shield removed. Order ------------------ r l Housing Wattage/ Catalog Mounting Code Size (sq.) Lamp Number (Insert Code at ' in Catalog i) 12" 15OW PSMH MAC•615-M 1=1-1/2" Close Pole Mount 16" f 32OW PSMH AC-632-M 2 = 6' Extended Pole Mount 22' 75OW PSMH AC_675-M 3 = 2' Adjustable Fitter 12' 5OW MH MAC'405-D 4 = Yoke Mount 12' 7OW MH MAC"407-D 6 =1/2" Adjustable Fitter 12' 10OW MH MAC_410-D (12' housing only) 12" 175W MH MAC"417-M K = Round Tube Off -Center 16' 175W MH AC•417-M Tenon Mount (16" housing only) 16" 25OW MH AC`425-M (For 2-3/8' or 3' O.D.) 16' 40OW MH AC`440-M M = Round Tube Off -Center 22' 1000W MH AC-499-M Direct Mount (16' housing only) 12" 35W FPS MAC'503-1 (Direct Filter for 4' sq. pole) 12' 5OW HPS MAC`505-D W = Wall Mount 12" 70W HPS MAC_507-M (Backlight Shield is standard) 12" 100W HPS MAC'510-M 8 = Without Mounting (hardware) 12' 15OW HPS MAC'515-M 16' 25OW HPS AC'525-M NOTE: When using multiple 22' sq. 16' 40OW HPS AC540-M housings at 90' configuration, a special 12' arm is required; see page 150. Other lamp wattages available- consult factory T Reduced envelope lamp. ED28 for 32OW PSMH and 40OW MH; BT37 for 10DOW MH. Options: (Factory -installed) Change Add After Description Suffix To Suffix 277V Reactor Ballast (PsMnomy) 27 120V Reactor ballast (50-15OW HPS 12' housing only) 1 480V ballast (320w PSMH, 175-1000W MH 6 70-40OW HPS ordy) 5 34N ballast (50W HPS only) (Canada only) 6 Ouad-volt ballast (50-1 OOW MH only) M Tri-volt ballast (32OW PSMH, T 50-1000W MH 8 70-40OW HPS only) (Canada only) Single Fuse (277V Reactor,12W,, 27N or 347V) 27,1, 2 or 6 F Dual Fuse (208V, 240V or 48OV) 3, 4 or 5 F Quartz Standby (delay -relay type) (includes 100W O lamp) (n/a 27N Reactor) 0 Button Photocell (Factory -installed with all mountings other than 2' Adjustable Fitter) NOTE: n/a on 1000W w/12OV; all 480V 27,1, 2, 3, 4 or 6 P External Photocell (Factory -installed) (Page 133) For fixtures w/1000W,120V 1 P For fixtures w/480V 5 P Accessories: (Field -installed) 12" housing 16" housing 22" housing Wire Guard FWG-12 FWG-16 FWG-22 Backlight Shield SBL-12 SBL-16 SBL-22 (standard on AC Series Wall Mount) Button Photocell(FWd-imwie6infiA—wim2•aatr6Mien6a) Catalog I For fixtures w/120V (n/a on 1000W) PC-1 For fixtures w/208, 240 or 27TV PC-2 For fixtures w/347V PC•6 Mountings....................................................Page116 Catalog Number Logic/Voltage Suffix Key ........................... Page 115 Optical Systems ........................................... Pages 105-107 Accessories ...................................................Page 133 Mounting Alternatives ...................................... Pages 150-151 Mounting Brackets ......................................... Pages 152-153 Poles....................................................Pages 154-157 V Z F_ Z V J IO ce Id E8 Series 1 (shown with Bronze Shroud option) Up/Down1 Deep Shh1 / E5 Series E8 Series Up/Down Cutoff Deep Shielded The optics provide controlled uplight Front brightness shielding without and downlight with side cutoff. The E5 sacrificing wide light distribution. The Series optics are also available for E8 works ideally over entrances. vertical mounting; add suffix "R" to catalog number. NOTE: %waft MH with suffix V is supplied with a glass insert to allow operation in the wall -mounted position. Candlepower Distribution Curve of 50W HPS E5 Up/Down Cutoff Light. s F 's s a Candlepower Distribution Curve of 70W HPS E8 Deep Shielded Light. g s r -Mu Of.-, He0( Ok_M..x Ma "NeyH Isofootcandle plot of one 50W HPS Isofootcandle plot of one 70W HPS E5 Up/Down Cutoff Light at 10' (3.0 m) E8 Deep Shielded Light at 15' (4.6 m) mounting height (plan view). mounting height (plan view). 2 25' 4.2' 6.45' (57 tom) (107mm) (164mm) 8.5' (216 torn) I 10.0• 6.0' i-(254 torn) (152mm) For 70W and 100W HPS with quad -volt or hi -volt, and all MH fixtures, the housing depth is 3' (76 mm, and the overall fixture depth is 7.2' )183 mm). rder Information Wattage/ Catalog Mounting Description Lamp Type Number Position Up/Down Cutoff 50W MH E5405-DG Wall 35W HPS E5503-1 Any 50W HPS E5505-1 Any Deep Shielded 50W MIf E8405-D Wall Downlight only 70W MH E8407-D Wall Downlight only 35W HPS E8503-1 Any 50W HPS E8505-1 Any 70W HPS E8507-1 Wall Downlight only 100W lips E8510-1 Wall Downlight only NOTE: Suffix "G' indicates glass insert is supplied. Options: (Factory -installed) Change Add After Description Suffix To Suffix Single -volt ballast (277V, 208V or 240V) 2,3 or 4 (35-50W HPS only) Quad -volt ballast (70-100W HPS only) M Ouad-volt ballast (50-70W MH) M 34TV ballast (50W HPS only) 6 Tri-volt ballast (50 & 70W MH only) (Canada only) T Tri-volt ballast (70 & 10OW HPS only) (Canada only) T Photocell (120V, 277V, 208V, 240V or 347V) 1, 2, 3, 4 or 6 P Bronze Color Shroud BS Gold Color Shroud (not available on 100W HPS) GS High Power Factor ballast H Tamperproof Lens Fasteners J Vertical Mounting (E5 Series only) R NOTE: Not available when both hpf and photocell supplied Polycarbonate Lens V Accessories: (Field -installed) Description Catalog Number Surface Mounting Box ESB-7 Pole Mounting Bracket PAS-7 Tamperproof Screwdriver TPS-1 Catalog Number Loglc/Voltage Suffix Key ............................ Page 11 Bollard Panel...................................................Page 31 Accessories ....................................................Page 39 E5 Series Mounting Multipliers E8 Series Mounting Multipliers Height Multiplier Height Multiplier 7' (2.1 m) 2.04 8' (2.4 m) 3.52 8' (2.4 m) 1.56 10' (3.0 m) 2.25 9' (2.7 m) 1.23 ___T 12' (3.7 m) 1.56 10' (3.0 m) 00 15' (4.6 m) 1.00 12' (3.7 m) 0.69 20' (6.1 m) 0.56 15' (4.6 m) 0.44 25' (7.6 m) 0.36 20' (6.1 m) 0.25 The E5 Series photometric data was developed in testing Ruud fixtures with clear, 5OW HPS 4,000 lumen medium base lamps. Footcandle readings for other wattages and lamp types may be obtained by multiplying the chart values by the following: Lamp/Wattages Multiplier 50W MH 0.85 35W HPS 0.56 The E Series photometric data in this section was developed in testing Ruud fixtures with clear, 70W HPS 6,400 lumen medium base lamps. Footcandle readings for other wattages and lamp types may be obtained by multiplying the chart values by the following: Lamp/Wattages Multiplier 50W MH 0.53 7oW MH 0.86 35W HPS 0.35 50W HIPS 0.63 10OW HPS 1.48 1s Order Information Lamp. Included! Construction Unlike other bollards, this unique design positions the lens on the top of the fixture. The clear lens is sturdy injection - molded acrylic (HC) or polycarbonate (HCD and HCF). It attaches to the housing with an overlapping die-cast aluminum retainer ring. For quick relamping, only four flush -mounted, stainless -steel fasteners need to be removed from the base. Two silicone lens seals prevent moisture from entering the lens. Optional decorative Dome Top or Extended Flat Top styles also are available. The housing is an aluminum extrusion that is standard with our exclusive DeltaGuard® finish, featuring an E-coat epoxy primer with bronze ultra -durable powder topcoat. Consult factory for availability of other finish colors. The housing fastens to a cast -aluminum base with four supplied 1/4-20 flat -head, stainless -steel screws. Within the housing, a formed and channeled heavy -gauge steel frame supports the electrical components and reflector. A double -lip silicone seal at the top of the reflector and a sealed lamp socket prevent insects, dirt and moisture from entering the optical system. Ballast A high -power -factor ballast is standard. The 13-watt fluorescent and 35-walt HPS bollards are standard with a 120-volt ballast and are available with an optional 277-volt ballast.1 OOW HPS is standard with a quad -volt ballast (120/208/240/277). All other wattages are standard with a dual -volt ballast (120/277V; in Canada, on 50-waft MH and all 70- and 100-watt fixtures, a Ir- volt (120/277/347V) ballast is supplied). In the U.S., additional quad -volt (120/208/240/277V) ballast option for 50-to-100-watt MH and 70-watt HPS bollard is available. Lamps 13-waft quad -tube compact fluorescent; 50. 70, 10OW MH; 35, 50, 70 and 10OW HPS. Installation The entire extrusion and lens can be removed from the base as one assembly. The base is secured to a concrete footing using three 3/8' x 6' steel anchor bolts supplied. We suggest installation in a 2' deep x 12' diameter poured base, unless soil type and frost line in your area dictate a deeper base. A 3-inch diameter conduit opening is provided in the base for ease of wiring. Performance The exclusive optical system of the clear lens HC Series produces twice the light output of most competitive products. A 70' main beam provides uniform distribution with low brightness at spacings up to 40 feet. While only 36 inches high, the HC Series achieves a light center slightly less than 3 feet. (Other bollards need 42 inches of height to accomplish this.) Labels The Round Bollard is UL Listed in the U.S. and Canada for wet locations and enclosure classified IP65 per IEC 529 and IEC 598. Wattage/ Catalog Number Lamp Type Standard Catalog Number Dome Top Extended Flat Top Clear Lens 50W MH HC405-D HCD405-D HCF405-D 70W MH HC407-D HCD407-D HCF407-D 10OW MH HC410-D HCD410-D HCF410-D 35W HPS HC503-1 HCD503-1 HCF503-1 5OW HPS HC505-D HCD505-D HCF505-D 70W HPS HC507-M HCD507-M HCF507-M 100W HPS HC510-M HCD510-M HCF510-M 13W Fluorescent HC213-1 HCD213-1 HCF213-1 Options: (Factory -Installed) Description 27TV ballast (fluorescent only) Change Suffix To 2 Add After Suffix Quad -volt ballast (50-100W MH) M Tri-volt ballast (50-100W MH) (Canada only) T Tri-volt ballast (70 & 100W HPS only) (Canada only) T 347V ballast (50W HPS only) 6 Single Fuse (12OV, 277V or 347V) 1, 2 or 6 F Dual Fuse (208V or 24OV) 3 or 4 F Photocell (120V, 277V, 208V, 240V or 347V) 1, 2, 3, 4 or 6 P 180' Shielded Clear Lens A Tamperproof Lens Fasteners J Polycarbonate Lens (HC Series only) V Accessories: Description Louver (Field -installed) Catalog 11 HU Tamperproof Screwdriver TPS-1 Catalog Number LogicNoltage Suffix Key ... Accessories ............. _ ............ . . ....................... . .. .................Page Page 11 39 ro� � 9' Louver accessory (HCL) Extended Flat Top with Clear Lens (HCF) [ 37 ] M C C v r'— n 2 Z n CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 February 3, 20o6 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Re: 192 Tilley Drive Dear Bob: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, February 7, 20o6 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, C, Betsy McDonough Planning & Zoning Assistant Encl. SE GROUP Planning & Design 131 Church Street, Burlington, Vermont 05401 STATEMENT OF PROBABLE COST Project Name Mountain View Business Park - Lot 4 Drawing Referenced: L1.0 - Planting Plan Date Prepared: December 29th, 2005 Date of Prices: December-05 Project Status: Revisions: Sheet 1 of 1 KEY ITEM QUANTITY UNIT UNIT COST SUB TOTAL REMARKS TREES AC Shadblow Serviceberry 25 EA. $350.00 $2,800.00 2 1/2-3" Cal. AF Armstong Red Maple 6 EA. $540.00 $3,240.00 2 1/2-3" Cal. AR Autumn Blaze Maple 17 EA. $750.00 $12,750.00 2 1/2-3" Cal. PC Bradford Callery Pear 22 EA. $550.00 $12,100.00 2 1/2-3" Cal. PGa White Spruce 9 EA. $350.00 $3,150.00 6-8' PGb White Spruce 15 EA. $400.00 $6,000.00 8-10' TO Dark American Arborvitae 17 EA. $65.00 $1,105.00 5-6' Sub -Total: $38,345.00 SHRUBS EA Compact Burning Bush 140 EA. $65.00 $9,100.00 24-30" VT Compact Amer. Cran. Bush 6 EA. $65.00 $390.00 24-30" Sub -Total: $9,490.00 PERENNIALS CV Moonbeam Coreo sis 8 EA. $12.00 $96.00 1 Gallon MS Maiden Grass 4 EA. $20.00 $80.00 2 Gallon RF Blacke ed Susan 10 EA. $12.00 $120.00 1 Gallon ST Autumn Joy Sedum 6 EA. $12.00 $72.00 1 Gallon Sub -Total: $368.00 POND AND BERM CONSTRUCTION a rox.$8,000.00 Total: $56,203.00 a�� CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 ;c--b g JMTffa—ry-19,'20o6 Bob Bouchard Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Re: Preliminary Plat Application #SD-05-95 Dear Mr. Bouchard: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on February 7, 20o6 (effective 2/7/o6). Please note the conditions, including that the applicant shall submit a final plat application within 12 months of this decision, or this approval is null and void. If you have any questions, please contact me. Sincerely, Betsy McDonough Planning & Zoning Encl. e Q.0j�, c�k6�oc)s t)cn-� -G-L9 ` CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.AI. § 4471(c). HEARING DATE: j ��j� I t)Lo NAME MAII Inlr AnnQr=cc m� --- -- •- ,- ���� � I\VJGIi I yr ilY 1 CKCJ V15VI Vi 0 SL4 0L C� Ut z,-, "4 NI i �S Je ptk V %% iu✓�%i2� �4 Z%Z , % • A1,96 l /-J P© 1 0,� I O L/ D5V0 2 CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: h ,'� ('��� �4krA ' lam . ry a nn � R rs1r..Y --_ ! , --- -; -- . _ --- Il,A 0A 1,k► S-W7' I 1II\VJCI. 1 Ur IN i tKtJ 7��►7 R fi �D lC�el le F�alq�t� South Uilla �Com�� 70 Soak w,� �sk.> 7( rh1) hA V7- 0�iQot ro f 13 0 ? /G G �IZo djJ� ,::' , al" xt D PIZZAGALLI PROPERTIES t LLC MOUNTAIN VIEW OFFICE PARK LOT 4 SITE DEVELOPMENT DONALD L. HAMLIN CONSULTING ENGINE ERS INC. ,... [ F�F�.•.• 136 Pearl Street, =~P201o. � Essex Junction Vermont 05452 .y� � �N7AL LEGEND 9' .:JtpNAT ON rOl! ® GTGI —11 ff R'NFR POLC n MJRAM P lEl.lM10Nf RtU: � GAT[ 'JALV! °^ LifXT Y MONITORING YIEI.L O DUprpRT P0.! x !D4[R CICANOUT '� Blgll m � NA'TUML GAB VALVE IFY DMFM OWN NA'tUML W MCTCR GCNNLNOIg TRFC a DIµ DK6Ugkf TRC! E MAIL 00% /�Y'\ EDGE OF IJDODE }tY rLAG Pq.E —�- EDGE 01 wETLNIpE COrtWR LINC f] 0 '-aICRET[ MONLMENT PRAERTY Lill. IRON nPE rIX1ND OURVM [TATION --W— MATED INE ___-g_— DANrcARY -'m uN[ 0 Df1lER MANtlL[ --D— DTJRM E[Wf. UNC 0 ORAIWG[ MANAXF --0— NATURAL GA! LME 'D TplN1011f MMWpF --T— IPpFPGROUMD TKCPN(R!E . FLFCTANJI MANNp.0 ---F-- IMPEP�iRGMP EL[LTF.KAL e CUft! DTCP —CTV-- UNDFRGROUIIp CAEL[ T4NiDN;N SHEET INDEX I OVERALL 51TE PLAN 2 SITE PLAN 3 SITE PLAN 4 STORMWATER POND 41 5 STORMWATER POND #2 6 LANDSCAPE POND DETAILS 7 EROSION PREVENTION 4 SEDIMENT CONTROL PLAN 8 LIGHTING PLAN CI SITE E EROSION CONTROL DETAILS 10 hATER, SEHER, ! DRAINAGE DETAILS II TECHNICAL SPECIFICATIONS 12 TECHNICAL SPECIFICATIONS 13 TECHNICAL SPECIFICATIONS DECEMBER 20 0 5 LAST REVISM. 01/30/00 I ;/ �: /'/71y�- — r _ ID - " Eo DcrDr�W4 � corTneritlµ Ar LocAi + .. :. / w.`_� `- - 11� -•/ ..... �. -.. W; NDUSTRW' EN SPAC[ -_-_ .__-_--_,� VIG I / I . SETy1CK I �.. ••• �•. I � • 'I - -`- I 1/ /� __- RCl/AfALOGIULLt�9E/l91TIVf AREA VT.C� W _-_�— y� 1�_-�•��.�. TO DE DIOTVRBED BUFFER F04CE iD BUFFER ttNf C1TtlTRUCTDN ,, DNW STORAGE I I i !' / _ �\ \---�-t_s� `\ JC"s1 -Flt •+.y �. �.� AREA I 1 \r -- i • + I r • I j r � ,. PAVDYUtT TA POND,+1, I ` I ! r IS • r + i \N6Y WiDDCAPf 1 EKall MTHG cLAas u / `, 1 _ ►a+o / i \ �\ PROPOSED r ---------------- - _ 1 I 7 + • ►TNG cw[ w I ah Nor , / -1 %•-_ A (ST1ELT Mom" M,IE ACRES - I! FITTI. woi OFF y1 / - - - LOT _ PUMAW W PROPERTIED, LLC `• MTN. VIEW OFFICE PARK , • . ,.-- / / ,, _ ___ - A,- 1� � LOT a, 16.OT ACRES �� I I / y , / \ III��I aIw - - - AREA - I -------------- I , I , I /• I 1 + 1 I C ) IEa INTp1-`-. DTATL NIGMAT T ______zow I;DID'�RICT •"�•�-' `-V �"'�'�--� i `-BEE SHEETS R E a FCR I _.--------- _'--.- • .` -- - , r ------'�-•w. �_ `. ., . E °yam*1• , w n �'`�.y/ E r \ ` I I -------------- '` •�.... 1`ws'% i'` 1 a-IIBsrs i� �`�•, �.. wE/LANDS V r WETLA D `� ��•�.�`- D9 `� -� �„ � NEW STORMw4TER 40 O 40 BO 120 PROJECT 57AT15TIG5 A-11-1 rwAl % LOT ME WAD M.O .— M.OT IW.O SUILVI G C0VERA0E 043 A D E0.0 OAO OA DO.0 PARKIN: 4 DRIVE COVERAGE SIDEWALK COVERAGE 3A6 OAS W.3 0.6 0.12 OAO OA OA TOTAL C ZRALE 3.76 PLI a0.0 0.12 OA SC'A ZONWG OSTRIC'. NDUETRIAL / TEN SPACE NOTES, t. TOPOGRAPHY ON WM A AND 5 15 EASED CN TOPOGRAPHIC SURVEYS PERII N 2W5 BT COHALD L. N H CCNSULrNG EH6NEER$ iW. 3. TILLST DRF/E VTILITT LCCATKND DNOWN ON THIS PLAN ARE !\AaL•D ON A PLAN BiTTLED TIL_ET 11 SLSDIV1SIpI. RCMDwAT PLAN V1EYY, BNEST R3, DATED (ISr3LN1 AND WIT RSVIDED O `R' PRCPARED BY DONALD L NAMLIN CQiDULTING LNGINCLRS, INC. S. ELE—IONS ARE EAS.9 ON UDGD DAn" TA FROM A BENCWTAW AT THE NORTHWEST CORNER M THE NEW ENGLAND TMEPHONE PROPERTY LOCATED ACROSS INTERSTATE M FROM THE TILLEY RtFER7Y• BENCHMARK ELEVAT101 WAS OBTAINED FR FRED KOERNER, P.S., SVRuiiCTON, 1'ERPONT. 6A6ELEIZIEEFF Yfq.FiAA, % �IDTFM1" �2,d F0nnE6 THE cONTRAGTOR 5ma NanrY-DIG5AR•.4T Y/ARNINO� dD6341-7235 PRIOR TO P. OfGAVATNON rATAlLY TOkIC G/59G9 MAY DE M.G9EMlf ! \ \ \\ ` r \ ^ / / j '•1 - ) • �\ 1`\ — AT LOCATI ONB N?I CH MAY BE IN THE IMMEDIATE IN UNDERGROUND PIPI VG 3Y7TEM9 . \\ } VIGIVRY Or UNDCRGROUND UTILITItl. AND W/9R DY97GM 2TRUOTUReB. AND D7�NO TO BE DIg71T AR&MP CGN l `\ /` / l�i 1 I '} INSTALL l/DW PENCE A ND BUTPER ONE 1 Nd aq �1JV. ELN.—M I 1 1 / / i I I DUR NG EGNOTRXTO.. \ 1 TO IROV109 A 1 PIPE AT ! N.. 33TA nAT- .STINs /'RE3'10✓E Ex15TI/1G MD,'CAP To Bail TT! R+c iw`rGR a cor I I1.. / j I�_ // I ; / \ \ �y 1 ' _--•� . % ti 1 \ �, RBIOJE anrinG END Gr 1— t Yam' \ \ \ I 11 1 eKro o 0 a• . to' E.DR36 Pvc / I• 4 "HRMY BLO AND cONNBT � } STRIPING �. W. TD B, Ri RpIT-� TO OfIOTING iNTI� B1RVM:L� /, 1 j \ I 1 1` _ L 1 I \ \ SEWER INFORMATN I / NEW 5.0. >0 PZ P/�{. 1' \ / I \ I 1 :PJ DRAINAGE INFORMATION YNTN ENO 0lC7DN TO M Re 91) 4 BMW RYI.94 0 Rlri•3N.i + I / / -- EAn Tsl,/ / 11 l / / w 1v Nv.a3A.s \ \ 1 1 Ex15TMG 5H1 Nd cePl Nd [eac pro ME Re a 1 9dER INF� �'\ r�G , \ I — //. \ 1 1 I NEW i•111.'rv1161N•334.2 ((LOT 4V INV. Qlr.•3aA n' WINY . OVT.l.4tl.0 G• Mry IN.554.2 (LOT e; e• Mry Du 34.1 ^\Nd i' 0. i" 01. RFHW! vmn `Na ` \ _� — _ 1 ep.0bj PTJ . I \ I I R. .SM11 3i) 9 la' INV. IN•3Y/.0 n' INN. OVT'.390.5 I NATER SERVICE ` \�\'\� '\Stl \ . . • i'IrINV. gJT•33T2 IenIHJ. CVT•33T.T RIN•3M.G / P1K n ,� s \ Nd Is• INv..3po� '� _ a0 \ _ ,,,,� I' I 1 ' v x roc• soRx PYG 1 WITH !ND ElCTIOIlI . ,. /' v� INSTALL IIgVLATION c}p Nd cs+ Py \ r ITMYI PIPl3 f, / 6•RINV. M1.33a.1 12�IIIV. 4T.341.9 IM.&IS IN•33a.T I.,, I I , { / \. _ •RP'I I`. �\ ,,1 1, Nd 20 HIM M: INV, WT.Swo I r' '� ,-----r•7 new scr ter; \ J� c• INv. a�r.33sA 1 ? \ \ I \ \ ACCr9 DRN J/KR[T! ' Nd SrRbe NEW cBP4 Nd CBR9 lDG9 Or MEN 1 \ .\ / RM1.S46A RM1.34eI RIH.e14.T PA'VEr1l1 r\ \ • 1 i' INN. 111.39l..T R INN. IN.33>.6 RI wV. oUT•SIPI.G I,1 No. SrINR2 \ \ \ ,1 �1 i / i G' NN. a?.3%s b• INJ. wT.337.4 Nd CBH4 b�INV�N.397A 12' NV. OVT.S41.5 r -q IOUT.33T.> I 1 aTMNRIT I eRIM rw.olo Sae f 1 / T 7 �' 1 \ I i I `i I T, 1Nas .� \! ) conc. cuRe ro• rlrvv. OVT.59e.o K. —1"q 1546.R \ \ \ / ,6 IN" .336.0 3 . A , �.� \ w \ Hd BlTuriNdn ]---� ". �\ w / f / \ \ Nd M• . tI NDP4 Nd LB Y '� \ C \ \ `CURB A' \ ,'� // ! 1 i' 1 "''—� 1 \ '' 5.0.100o rr.m', \ . \ /;��• \ INSTALL IN3uuncN 1` I , 1 04a. � �•'� I I 1 `-I •. I \C BETwEpI sElaEn � \` & lv . w 5Dn 0 1 \ .e'po°i�B5Tl 1 \ STONH P E5 1 1 1 Nd cew", „ _,I `1 I I \I 'd E. e \ t A ♦ \ ` I' \ \ \ \. 20 0 _ 20 40 6p NOTE& I. TOPp21EA" ON LOM 4 AND 5 15 BASED M TDPOGRAP SURVEYS K ,,,,MIN 2DCro BY DOINLD L. NAHLN C011'VIILTNG e1TINEERS, INC. 2. TILLEY DRNE VTILMr LOGITKNB SHOHN ON THIS PLAN ARE BASED ON A PLAN B4TITIM RNu560 IO WOa, Pp&MP DD BY DO 11) BL.PG Y�tIN C �T1NG ET .0 S 1�14C T 3. B-f-04 ARE BASED ON USSGB MY- TAK PR01 A BE3KWr AT TNS NA(TNWEST CORNER OF WE Nd rWAAND TELPIIOIIE PROPTRYT LOT.ATED ACACSS INTERSTAT! M PROH THE T LLEY ProOPERTY. BENGSIARK ELNATKN WAS CBTA NM rROrl MD KOERNER, P.E., EURLINGTM, VERrpIT. 4. ALL HATER _Mlr AND RELATED ICPK -O OR PFRrgtwr0 IN A jIDARCE wlTl THE IS vP m _ 146m Py6IN HAI •TON • R r �No. 7201 •'•4�1 /01VAL. F'�Os4 •rnnrn3s �PAVPIBlT / HE" cm �. ` ` ` /•/%/ I � 11 II '` ��•. I 1 1- '-"1• � _f`1 n it /�1 i � ,.-------------------------- - i ...Fuca .'-------- � -) \PAV! f 20 0 20 40 60 DRAINAGE INFORTIATIOIJ N6V CB+9 IIEN �tl wn•T14 T ta' E+V OUT•SlR i wW.B416 T3i.E V 1 1 OUT—' New ctwo NEW CMD e'now _!es M. 01..�D°ur-a.IO.B 1P INV. OVT•55T.1 144 CDMI NEW STM RPI•DU.S .RIP NV. N.BSR.• la' ETV. OVT.W.S Rlrt'' .o r H•SO 12' MV. Wi10.I NEH -1,I 1W. RII'I ❑' IfN. WT•i1i5 NOTM I. - ON LOTT A AND T la SATED ON TQV4RAPW- SORVEYS PERPCM ZD IN ZOpS W L IIAriRI CPtlIE.TING ENGEIEERT, W. ]. TILLEY DRWE WILITY L TIAp SWONIH ON TNIT PW! ARE DATED ON A PLAN ENTITLED 'TILLEY II BIIEWIVIT1m, ROAdNAT PLAN VIEW', SHEET % DATW OtYX/OA AND LATT RCVIBEp OVdV06� PRET'ARED BT DONALD L. HAMLIN COIIB4LTING vs4m ,, INC. ). ELNATIOND ARE SATED ON ISGS DI TAM TROI'1 A EENONMRK AT TNB NORTWNIE9 CORNEIL OF THE NEN ENGLAND TELCRIDIE PROPERTY LOCATED ACFOST INTERSTAT[ M PROW TN! TILLEY PROPERTY. SENC/BMRK ELEVATION NAB OBTAMED PROI'I FRED KOERNER, P.E, MrIONT. 4. ALL WATER LINE AND RELATED WORK TO BE PBRPOIWED IN ACOORDAWE WITN THE MCCEI�TATEMM FOR AI I__ Ll..�g crcTr " p .iEBEJu' . TO BTOw-nJATER FOND RE l \ � , 11 BEE SNEET Ilr. \ \ �,.\ \\ 11 .� , � �J� OF EVfFE••O .. . 1 � �. ., � � OA•Fti � P' 'vi• LP ' Syfyl�+�pNo. 7201,'' '1 C`p '•Cl� \ •gEUMO� ,� - _ _I rTHE cc .. ... .. •. :' i '��.. �` " '_- ,1 ICI -� � �.: ,.. . .,C-. -. -.. �`. __._ _ -._ y , , J ' •i iA /' au Gt ;n' pol c,-tol J aco, ,I Gi•I gA'xc ` :a fol t Fi(4� 7 1 , '1 `Y"''•7` (SP C[I 101 C `. t 3 1 OLI of ( )I f/0 iU~ t, ``,T •'-'• .•,+�.'��_ _ ,I .. �^ / /• I > ` it nQl 1i7-Aa 7 ]a' )0! 1t 612 AlII C 010 \ i It ��f•- ��ar--�.�.���"i•--..'+.�� -LLB.-,- '-9 cocW.atJ Ga) OO�.aTJ oO C. 630�.iil Q. ,1 ' G[7 �. •`F ,W 7[4 t "'cl ;q ODI c,^7 1 nW CLo) CtJ A (II C.)I f61,001 L' OCI Clr CI CI C11 )f: loc )I I t CO 001 0.71 )I C) oil (0 C]1 Pa" QO7 1) ' (I , CF �W 7.C4 )0, 11E 1rN 4 1 .70 001 P]t �1 C7_071 [11 [)I Adl :72 02 C. S� C7: `!Jy[>i �'4� F" )J{I OL; ]07 11 �77e 1A6 7z.1/ ay C] C.a 0.0 711 701 10 G70 yyy � • 1 I 04A,20 O{{PI 1)1,011 G[z CC2 not L.0 Gm 007 :.7; �Il C,13 0.a3 'c 03 ON C% C '•� 0 "OS al: '130 ai0' , I 121E 737 19 c.0 ob 0. )01 •171 tJo (r70 �,, ._..` a sfc 0.)I 0A11 ] Oba GC3 ]AN OL•111 i f N 0.0' CCs O0»s nPS. W C15 0:3 C� 07 [% r C[ all ], lA )1; Si7 3s :0. C40 0, 7 L3 •" `1 JAI [ao +, aAo'Af1 aaI P1 n0: aAs )Al Cf5 CAB t 2r D t I 0 I \ .F� 1ac77 ola aly of a I is [ )u 7af�� lia ail al P f z6] 1j� 1, Pss c � [os 7i1 7PI'ao�io don�' .f a. , , 4 of a,i7 n)I at4'aAs i NCO ]10 PLY c�7 a' y 77 0.4, `C. "9 ?b6 /.1z � [.Q (:a9 : Gf ;[`[ 401 at1 0.4( nt 2aC3 bi G76�3 .a3� `f ii d a19 O.d3 171'O.�e, 0.9 0{4�, a 0 1 I.pe 1 , tfli up 0. 4P\ 2 ;7 am G Z1a 4A0 a C 4C.10 :84 LfBa OUI 7(I 0AI 00 3tl iWt;An 0•( Oq d1..'ni1 c."' oB4 .L�4 I:4A`4 a1z it ON as (bl a31 IINI.b 216 7 .IX�1'. 1`,1�lia '0 a.9 fa a.2.M 210 i) [�5 ;e' 6 4 tY!AlOki .�, 11111 111 l • - ayP fi 0.0 iCa S 0. 4 9A`� 0.7; a 1,3J. b0 21z tb4 i ' ,,,r;� . 1 pf 9 , 1 3,Da!� bs Ibs iA 13e tb 36 1-0 x ,s1 sTv zi J 032 15 j1Q a 'n L; cz i34 ibi n c:2i : eo,t 0,2 '/ Ij O" Al, 0.i1 0.QI iC2 aLf GC; aa'9 0.i I.k-iW 510 /.R',111 '. b0�1 3 LSt- 1 Ab714 z6 ta15 .1 8 .N> i14 t.� 1 •7.�2 0�' a G!f ?ba I, 1.16 `C.W n3) 7a o:).i af` --- - OW 0aP 7 3�I AQ01 y[E 0.fs �I,[: O aYE L�i'i.1a 5 2 1 f 7fi7: 31�j0-�t PSn.I s f �7�7 1.10 .0. a22 45! c.`',3?z .a 30 1.�i, t" .0 f e 6-'am or (a' Oa 6A1 aAt �.It Y4 :� O!{�0.C, p,12 0.3 I Ibs a.P Ci I.B - ]46 0.5i 0,-3 M,�7 VAI C `C-5 (:% aA. air 1M ` - ------ , NEW 1.F nOJNTED ' ' _ [aa om;]xl'1ol'7c2 Acs a4 oi�fae oils :A,51) 13a I� 1.a e.n 0: a Pab4 [4c i .j..17 ah i`a.0; ` i tt� ,y{` _ 7 - 0- FIXTURE, TTP. �. I N �\ . I P, 0 ] �U1 n37 do '4 C15 P.72 ' AA1 ` Ow aol l�fl; )AI hCY ;ei Ai q4 0:1 a' 10 a1s a1s _ 6) o- nS IS` a I � � �k"� C\ I r I I y� zb2 531 . 111 v Ibl III, A 1 154 4.% 3P 1.17 ].R1` !s ass o [:z�k, \ [•OG OAI 7Ifi 0.02, )C3j OA3 j.'(A 0} 30��33.01l.3 a33. 0. 0.14 ap1r a O. o3J 131 :lib Itll 11a '17 136'13! AS 1.14 Ufr, al/] 135a31 210 1, .14 c . f ale C4', IS 9' CA 0.A1 0.al • - - l )RI all 7 oil .C{ Cup 7 Y3 0.)) I IAt 6 0.�0 th i,13 11i 0. a37 1.13 ftl .lb lb Lt4 6 x!�:�' \ 132 134 `8 1.2 � f.'.; C& 7f JA1 aUt�J.41 )�_i--' ; \L `2 'I all o aG m 0' r� ! ' ' 4 ,\ V ( �'::z ,OE I.Y.In b I� I 131 1A5 L31;,1 0.3 1021b7 If 2FC ;'- a7 air tl5 c.!�G 00 1.' :�! ao1 ao1, J,a)I�R-SS{y,- 4� 73i Dlfl c.3] 04!'0.f9 f11 rU:a .I O� c74 " :II', 7A1 f '---- JAI 41 Oq- D/As' a41 826 ,t OEa 11p 230 �. I7 c OF' O4 7 t30'-1 �1-63a, 4bf 0 Q9 G11 ] a:144 )1:1 )- 0,3 i9�o{( xi/Jll'a _'a0 [S, [:AI :.72 �01 ' ,\ - - 5C1}6Q',6m I1O! N P]o/j41 P 0.1] Ibs 1; E2 120 1' G28 GE9 1,7] O4 ,.1 17 f32 J. 1.14`031. 0 0.3 ff AAj f1:i p.4; W�yld ' ♦♦ e' 1 yJ`V o� oIN'Oa6) F )f�/ •i {{I Q33 U.OF] G15 2 Ali 1.1Y a33 J3 90. OI; 1 ♦♦E 1� � C,7 CM J2 j10I .. ,. - rOF �0:1 .Q05 1� ] Ob6 EE W 11a 0. �'11 CC ' • • " - .5 2 7 '111 Ib I C ] 01 r , sa )1 '•lI 11k2�``b19 �091 \ t 1 k 0 \ \\\\ 3 I 11] dI a Is4r1'' a a n1s ,c4 s 1.N 1.j c3 f:a�:i3 c r<.•o", 0 1 Dot I' As ps: 2m �%ii`2ta ♦^ 11• "t � ,5t� , �t 1.1a o1s �['7 C.m1:.s3 crt,\IUI 'Cl 007 a/8 . 4 I,•g 1p.71 . _ _ / .746 a 1.31. Ib6 1a9.0 214 A Oh Obl A a.% do f1.1 I L14 o I: 1 '7 [:O6 t01 taa tl1H a•4 0� 007�' 19jA1.> 4*4 I 1 110 I ]} P2G a - % ' 1.12 1 11 IS de IN is 11D 1.3e :A J.af 0.1a 335-ab� C 9 f:a! Yil f_ 7! G01�-Z 1. 4a oall 1 k ela 7 Ib] rk h a1= c + N _ / L,a6] 1$ d64 b A1a �t It3113 t. a47 A4e;n1a nii q* o0 as tr {Dq BUILDING FILL u Pa aof'a bl 1 1f z1 os3 [i ',� "Tm ✓ )3' e� I �k� �k� LIGHT FIXTURE, TTP K 1J ak R ,1s .IIY'x 1 Si i.k 11 't.:1 $35 E83 (X 041 (A2 41AU 003' 02 �R"� 1.1,1 131 231 ]l C.' A L 1 9�,,y, *� / - N �a y ]. z 1 1{ti-ak�� N 9fi Ci3 (OE la61 A'd 1s �1JG IN I. toe # 1.77 Cl j _ ---- '7Ra75 1S6 12[ U,tp 1.77 •)11 CIE Po; Qis 93$ a98 7 ?;D 13x 290'a Is :87 fdl [r Oki 041C-Mlu♦♦ \ a \ .) t IS y / .�a s a -� Ibs y uSi ;i7,ca+ cr JSLkgI - . . [a210a 07r 'z 1 4--z�' 1}3�7. t31 tir f 6E0 / ^1Pr ' ' a s OlO d' ),If,63 a a9 a i Ci J7 c% fJt ael OJ7i•' W , [7p' CC, 0, 17! ! Yet ILA 1111 n3a- 2i nCa •. - `. --i'4CM'fr T1'Pxtx�RD / !� (. i i _ _'•-_----------• ' �,/ t? I '1 0. 0 0 A A 0 11,.97 Cal (r Oki Oki rail , 000 } I. Ib1 I aPl i7 cro . L ?e R12 r 1.IY 9 1AA7 0.te�1 - s0-CC.N (k On oil 841 0Ri e79 Pn I.If] I'1 1fY E z> cis % _ _ - �\ ( r 1„H 0`19� A` �a fas ii;�p Y! ' , .S .11 laJ Id}I a s= G67 13! 7N CCO C.), e32 Oki 0.01 1 1' r I OT OIn a 2 A'F-I. ♦ �LI(i(tPou P %7VIPE, Try. / 35 013 Oo: ADI Oa^f o1L a 2 7 jtl I�I z12 51T 4 � CE2 . / nfa I f is 1�1f1 • X "- -- ' JAI Ok70a nm ; Jbrzte-^ s cso- / \ / " r [ 0. \\ 9 [ I G[ 1 5 t}1z Obl Y t `C 6 [J aN Q7i 1QI II >"'' YAI OR' 07! ]SY . Lib 131 1.5L G{3 �`.. f /----� f/ / 1 an L )iri IN 1 0. f24 cM g% A. 1ot; 1 t, XC1 om 0U!'am I It 13a 115 'k / 11 - - � � � oft )09 ,[ arp 7S9 a]i o4r C 1 n;A z3r x1a t31 i e cS G+�\4 [ 2; ox an: aol, 4 // Pfl AE!Om 0'0 115!"i}1�B o,E5 �V OW ;Id 019 C13 c Ji 07 t Ff I 1 1 1.16 IP[ 0.3'7 . J; 172 C19 C13 O'M .f 467 1 ` 1 ' • � . 4 4421• A4)11t aa7 t 1L�="- ♦4 1 ¢L } 2 G./] _ 1 0. a 1 2a_.. 1 1! M 331�t o Idi C.P n111 9 4k'We O.W 11a3eII]i(do ill 13d lit: 5i 01, OM m 2rc 1 JAI om c' a z 14. aEt 1 a3s 11a f: '''���"""��� yy I +' t' 15, )� \ 3Y t1 C. 10.tl1 A3 o31..2�1 ]31 J36 z]2 1112 1:.1011 be o3B O� :030 � C, 6t? 4' h 114 J7 1.13 114 1.W 1.13 `Q35 114 031 0.37}4 C;9, Ca! o'a I'M k a� ♦� aal O4 001 0. a .e4 #�A !3i S4.W� x i ) ale a114 n4e 1.18 i.13 '.[�0 33a-A71 I''l`l 133 1.31 110 1. 'dl �OU tb2 1.a16 t.1E � i*:12+ 1.19 13z 1ao 1's Ibe 1..41 1.191E c'jy\IQ.i7 olN )9." '^ all 0'a' 04j-]2A-a 4 )b2 I IS z16 A iu ]b2 0.3! 11�a I.31 7 1.12 11 111 1$! 1.W'C F.Q1 '1.1. 1.11 Q39` A SC 21G•i? 3 1.1� •0✓19 1 116 1 IStll 119 1.�11 [. p."b$\ 0o4 ]r i 17 I 1 t63 t]�41e Srp37 Pa3 13J $+ 4 I a 11 ix, l!I 1 •.h. 1. t a 111�:m�,nl C J.CI aAl O0P aAs 7Cf 0. ] X D18 0.1f y» n1� 734I I t a311x `V3s 1 a 1! rI.3! f a l a }C -`" C•' JAI CAI D(I 402 •c4 0.m ' -6 $ x 3 Oc. 0.r���x'IkIY-111� "IS 9.I] "'3 a. C. I y , ----3----- ; .-,-� - s{� li �' a?� k. ]� 1'NI aS{ tle'1 1. s 1. a 1ba 1.Ys`bb3 CV-(. cle a 7 a C OAI Jfl 101 )C`C71 7c A : )71 AI, GIs ]I) Ci6 9 CE5 02i 13 01 33 1a.. _ 1 t2 sF el 1 : I C.n a a1i tb3 + ffiz fpte a1 a13 1.1f 132 ibs 13s t31 a3] C ,S 04s ' `.a.� 0i: )a� 012 . Cb{ 0.C: 0'.N. n0: C17 C17 Cb9 CCa t;i^00 :_ I?.12J'6 P. 1 �i.b-03 a3.1 A ITs' .A 1.1> 0%,61 a12 d4 110 115 1'10�.t16 �19 �0.1i E o / [A I , li r _ °�, a[3-a01-4 )m c1, c03 cc; C73 00a ,76 DI c.)s o.4t c\3 . �,1/J lulr[i4 ob f I 7 9 294ta111 - all Ul OCI 0.31 Cal l}l •oA? GC2 J12 cr C. _CLZZ 003 1), Da3 C15 Ox c31 ail f,f6- v:7A a� )% a:: �4%3 �11a.18' ��� [R a71, ;01 --- - r t� 6U0 GII 41'YO0 443 14 )I: cI O.'2 a19 cif• i9 1.10 A! O49 g 0. 2 C'5k 1 "--'---------- na na1 oa litroorw+'I�n cr an u1 Gar o� .'93`AQI ci7 om cif on P1 �, r , . �`' _ 4 - • ( J s,' 'L; `, la 8 II f.m :73 t)�, IAI JAI 'a I , r r r , ., . �..... 1 , C ,-------------- ,-,�-- n6. 0.t(•-Aaj 0.11-011 C.7 O71 (.]I L71 (dl 7A2 Aa2 G.4d 0% G05 003 CCf l;x Os. ].Pa Y(f a0E a[E I!f(4 0A1 0. d (.(i 312 `619 GI7 00! C:3:f.02 1]I 10111t111 Pkl , 1 , � • t • C ]AD cxa on 11la3 'iu1 aal ai cu 012,62 or [a (•.i s:: )as a�s )a ai: xi3 aiz u. al )i1 101 `- ----- 1 ,.i V V - ,•.� `�-�,._ 1' 1 Ru4T�X'raUft-D � - , ( ---------- '•\ '4i. ', 1 t1 ° `i,. , (1170 , , .N.N0. 7201 1�'•asaL•`p NON+a6aoaPAA LIGHTING STATISTICS PARKING 4 WALKHATS MAY11" - 6,101 r6 111"MUM A'✓ERPAE + RA h UNIFORMITI' RATIO . 152,1 N I404 POLE MOUNTED LIGHT - RUUD 1 A 117-M M W, METAL HALIDE, W lWUWIHG HEIQ1 NEW RUILDING FDLNTED LIGHT - RUUD EA•107-D H, METAL HALIDE, Id MWWING HEIGHT .) NEW l0.LARD LIGHT - RUUD HGIP+-D W H, METAL HALIDE M MOUNTAIN VIEW BUSINESS PARK LOT 4 South Burlington, Vermont Planning & Design 131 Church Street BwkgbDn, Vermart 05401 phone: (802) 862-0098 fax: (802)865-2440 ---grp-- P� pizzagallI ...... v 1 a a, 1.0 Developer 50 Joy Drive Sash I "Mion. Vr 05407 802.651-1315 O 0 2a 4Ir en Scab: V-40 Dote: 12.29.05 Drain By: MKW Checked By: MKW Rwkki rme PLANTING PLAN Sheet Nader: L1.0 Pmjecl Nur4— 05237 Fib: L1.0-Ranting Plan.dwg CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: February 2, 2006 \drb\sub\pizzagalli\preliminary_lot4.doc Application received: December 13, 2005 PIZZA GALLI — LOT 4 PRELIMINARY PLAT APPLICATION #SD-05-95 Agenda # 5 Meetinq Date: February 7, 2006 Owner/Applicant Pizzagalli Properties, LLC 50 Joy Drive S. Burlington, VT 05403 Engineer Property Information Donald Hamlin Consulting Engineers, Inc. Tax Parcel 0860-00750 136 Pearl Street 14.43 acres Essex Junction, VT 10 and IHO Zoning Districts Location Ma CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Pizzagalli Properties, LLC, hereafter referred to as the applicant, is requesting preliminary plat approval for a planned unit development consisting of a 54,372 sq. ft. general office building, lot #4, 192 Tilley Drive. The applicant appeared before the Development Review Board on September 20, 2005 for sketch plan review. At that time, two plans were presented to the Board for consideration. The Board noted that they preferred one plan over the other. It is important to note that the applicant is now proposing a plan different than what was presented to the Board on September 20, 2005. Associate Planner Cathyann La Rose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on December 13, 2005 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements 10 Zoning District Required__ Proposed Min. Lot Size 3 acres 14.43 acres Max. Building Coverage 30% 4.3% Max. Overall Coverage 50% 19.1 % Min. Front Setback 50 ft. >50 ft. Min. Side Setback 35 ft. >35 ft. Min. Rear Setback 50 ft. >50 ft. 4 zoning compliance SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. The South Burlington Water Department reviewed the plans and submitted comments in a letter from Jay Nadeau dated January 7, 2006. 1. The applicant shall adhere to the comments of the South Burlington Water Department. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. The City Engineer has reviewed the plans and has told staff that he has no comments. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The applicant has submitted grading and erosion control plans. Staff finds them to be acceptable for erosion control. However, the area listed as a "topsoil stockpile" on the plan is located on lot 5 and cannot be approved as part of this application. In accordance with Section 3.12 of the SBLDR, the removal from land or the placing on land of fill, gravel, sand, loam, topsoil, or other similar material in an amount equal to or greater than twenty (20) cubic yards, except when incidental to or in connection with the construction of a structure on the same lot, shall require the approval of the Development Review Board. The applicant shall apply separately for review as a Miscellaneous Application for any grading changes proposed for Lot 5. This includes the fill stockpile, and also the stormwater detention pond, and the access drive. Staff supports these changes, particularly the shared access for Lots 4 and 5, but recognizes that any grading changes to Lot 5 require separate review, approval, and permitting under the South Burlington Land Development Regulations. 2. The applicant shall have obtained Miscellaneous approval from the Development Review Board for those grading changes proposed for Lot 5, which are reflected on the site plan and grading and erosion control plan for Lot 4, prior to final plat approval for Lot 4. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the subject lot is proposed via a 25' wide curb -cut off of Tilley Drive which is proposed to be shared with access to Lot 5. This is a sufficient access width for general office use. The site plan also shows space for a future connection to Lot 5. Staff finds this acceptable. Staff finds the parking and circulation layout improved since the last appearance before the Development Review Board. Visitors to the site are presented with a clear view of the building and a sensible layout for traffic management. The South Burlington Fire Chief has not yet reviewed this set of the plans. Emergency vehicle access is a primary concern of the City and has been of equal concern to the Development Review Board in the past. The Fire Chief should review the plans, provide comments, and approve of the parking layout prior to final plat approval. 3. The South Burlington Fire Chief shall review and approve of the plans prior to final plat approval. Staff has not calculated final traffic impacts because, per conversations with the applicant, the uses of the property have not yet been fully determined. Traffic generation shall be calculated and finalized prior to final plat approval. However, for the purposes of providing a fair estimate to interested parties, staff has calculated traffic estimates based on 100% use of the building as general office. This use would generate 81.01 pm peak vehicle trip ends. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The plans that the applicant submitted depict both Class II and Class III wetlands on the subject property. There are no encroachments proposed in the Class II wetlands. However, the applicant is proposing to place the building over the Class III wetland and associated buffer. In their review of the overall site plan, the Natural Resources Committee stipulated that the pavement should be reduced to the greatest extent allowable so as to minimize the impact to the wetland (decision attached). While staff finds that the applicant appears to have avoided impacting the greatest extent of the subject property's wetlands, the Development Review Board should consider the proposed project's impact on the wetlands with respect to the recommendation by the Natural Resources Committee to determine if the applicant is complying with the stipulation. 4. The Development Review Board should consider the proposed project's impact on the wetlands with respect to the recommendation by the Natural Resources Committee to determine if the applicant has obliged the stipulation that pavement be reduced to the greatest extent possible. The applicant shall adhere to the decision of the Development Review Board. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. Staff feels that the proposed project is in keeping with the planned development patterns of the 10 Zoning District. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The open space area proposed on the subject property is the Class II wetlands located on the western portion of the property. This is a sizeable area and staff finds it sufficient to meet this criterion. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. Staff has already commented on the comments of the South Burlington Fire Chief. Again, his concern for the parking scheme and access should be wholly considered by the Development Review Board prior to final plat approval. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The applicant is proposing that the access drive be shared between Lots 4 and 5. Furthermore, the plans show a connecting drive between Lots 4 and 5. This is sufficient to satisfy this criterion. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Staff has already noted that the City Engineer has reviewed the preliminary plat plans and has no comments for this application. 5. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed subdivision of this property is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is shown on the plans. Pursuant to Section 13.01(B) of the Land Development Regulations, the proposed project will require 190 parking spaces for general office use, including 6 handicapped -accessible parking spaces. The plans depict 250 parking spaces. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. At sketch plan review, the Development Review Board voiced general approval for a plan that showed parking to the rear of the building (minutes and plan attached). The applicant has since submitted a new plan which includes parking on all four sides of the building. The layout presented here in the preliminary application is not in compliance with this criterion. However, staff discussed the building layout with the applicant and advised them that a limited amount of parking may be acceptable in the front of the building with significant berming and landscaping to hide such parking. This plan has succeeded in meeting that objective. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The scale of the proposed building is compatible with the site and existing buildings in the area. The height of the proposed building is 28', which is under the 35' height maximum for the City. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has not yet submitted building elevations or architectural details. 6. The applicant should submit architectural details prior to preliminary plat approval Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Again, the applicant should submit architectural details prior to preliminary plat approval. In addition to the above general review standards site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The property to the east of the subject property is most likely going to be developed as office use. The applicant does show an access to the easterly property, noted on the overall site plan as lot 5, to facilitate a possible future connection. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans show a proposed dumpster. Notes on the site plan received February 1, 2006 describe the dumpster as "screened and fenced." Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Pursuant to Section 13.06 (13)(7) of the Land Development Regulations, snow storage areas must be shown on the plans. The snow storage areas shown are acceptable in number and location. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the SBLDR. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. The applicant has submitted a landscape plan and budget as part of the preliminary plat plan application. Given the proposed building cost of $4,860,000 the minimum landscaping required in compliance with Section 13.06 of the SBLDR shall be $56,100. The applicant has included a proposed budget of $56,203. However, there are several errors in this budget, both mathematical and procedural. The plants listed in the budget do not completely match those shown on the plans, there are multiplication errors, and perennials have been wrongly included in the budget. Staff cannot assess the adequacy of the budget until the errors are corrected. The applicant shall remove the cost of perennials from the proposed budget, as credit is only given for trees and shrubs. Furthermore, the applicant is proposing some plantings on Lot 5. The applicant shall only be given credit for landscaping on the subject lot. 7. The applicant shall revise the landscaping budget to reflect only trees and shrubs on the subject lot. The landscaping budget should meet or exceed $56,100. All multiplication errors should be fixed. The budget and landscaping plan shall be harmonious. Staff also recommends that the applicant install landscaping at the western edge of the lot, as delineation between the parking lot and the wetland buffer. This is in keeping with Section 13.06 B(4) of the SBLDR which require that at least one deciduous tree shall be provided within or near the perimeter of each parking area, for every five parking spaces. The trees shall be placed evenly throughout the lot. 8. The applicant should place trees at the western edge of the parking lot in accordance with Section 13.06 B(4) of the SBLDR. The proposed parking areas contain more than twenty (20) parking spaces, and therefore should be landscaped in accordance with Section 13.06(B) of the Land Development Regulations. The site plan shows proposed landscaping on the interior of the proposed parking area. However, the applicant should submit additional information to ensure that the requirements in Section 13.06(B) of the Land Development Regulations are being met. Specifically, a minimum of 10% of the interior of the proposed parking lot shall be landscaped islands planted with trees, shrubs, and other plants. The plans do not demonstrate a percentage. 9. The applicant should submit additional information regarding the landscaping in the interior of the proposed parking area, to ensure that the requirements in Section 13.06(B) of the Land Development Regulations are being met. Per the request of the City Arborist, the landscaping plans should show planting details 10. The landscaping plans shall be revised to show planting details and specifications. CITY OF SOUTH BURLINGTON 8 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING The South Burlington City Arborist reviewed the previous plans and provided comments in a memo dated January 6, 2006. Given the changes anticipated in the landscaping plans due to the issues listed above, he shall review and approve of the plans prior to final plat approval. 11. The landscaping plan shall be reviewed by the South Burlington City Arborist prior to final plat approval. The applicant shall adhere to the recommendations of the City Arborist. Lighting Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. All lighting shall be shielded and downcast. The applicant has submitted a lighting point by point plan. However, staff finds that the plans appear to be incomplete. They do not appear to account for all the lighting emitted by the building -mounted lights. The applicant should confirm this. 12. The applicant shall address the issue of building -mounted light emissions. Some lighting shown on the plan does exceed the maximum for the boundary limits. However, staff is considering these as emissions to count for Lot 5. The applicant has submitted lighting cut sheets for the property. Staff finds these sufficient. Other 13. The subject property is located within the Airport Approach Cone and shall be subject to the standards set forth in Section 13.03 of the SBLDR. Staff recommends that the South Burlington Development Review Board approve Preliminary Plat application #SD-05-95 subject to the applicant addressing the numbered items in the "Comments" above. Respectfully submitted, Cathyann, aRose, Associate Planner Copy to: Robert Bouchard, applicant January 7, 2006 Donald L. Hamlin Consulting Engineers Mr. Jeff Kershner 136 Pearl Street Essex Junction, VT 05452 RE: Mtn. View Office Park, Lot 4 Dear Jeff: The South Burlington Water Department has reviewed the plans for the above referenced project. Please find my comments below. 1. Based upon the final water allocation request of the completed and received Application for Water Allocation, water service fees shall be applied to the project based on the current Rate and Fee Schedule. It must be recognized by all developers that the Rate and Fee Schedule established by the South Burlington City Council may be modified by resolution at an open meeting of the City Council, and therefore subject to change prior to completion of the project. 2. All construction drawings and plans shall have a note saying "All water line and related 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, henceforth the "CWD Specification." 3. All water installation work and water distribution material must comply with the "CWD Specifications". Details for this project must be the same as those within the above referenced CWD Specifications. 4. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance For The Control Of Cross Connections Within The Water System Of the City Of South Burlin tg_on, henceforth the `Backflow Ordinance." Please contact this department for more information on backflow protection devices. 5. The above referenced CWD Specifications state that no water lines shall be installed after November 15 or before April 1 without prior approval of the Superintendent. The Superintendent may restrict work before November 15 and after April 1 during adverse weather conditions. 6. Six-inch Ductile Iron (DI) water pipe shall have no less than three (2) brass wedges installed at each joint. Bury depth to the new service lines shall be six feet (6') to the top of the pipe. Insulation must be provided at crossing points between all water lines and storm water lines. 7. Mechanical joint restraints with twist off nuts shall be EBAA or Sigma, or a Department approved equal grip ring. 8. No underground utility shall be installed within four feet from the water main on either side, from the top of the main to the finish grade, with the exception of storm sewer and sanitary sewer as stated in the above referenced Specifications. Generally, trees shall not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. 9. Prior to any building construction, the building contractor must contact this Department to discuss City requirements for meter sizing, meter settings, and backflow protection. 10. The SBWD shall be sent any future hard copy plans involving this project for review. Future plans must include details and specifications as required in the above referenced Specifications. 11. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances, water line crossings, and testing. 12. Further review changes may be required as this project proceeds through the permit process. 13. 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, Jay Nadeau Superintendent CC. Cathyann LaRose Doug Brent Ray Belair Plan Reviews: Mtn View Business Park, Lot 4 Mountain View Business Pk Lot 4 1 /06/06 1. Planting details and specifications need to be included with plans 2. Soils in this area of the city are often mildly alkaline. `Armstrong' Red Maple is not a good species selection if soil pH is above 7.0 3. Continuous planting pits 2.5- 3 ft. deep, filled with topsoil are recommended where trees are to be planted in the parking lot islands Permit Number SD - - CITY OF SOUTH R' APPLICATION FOR PRELIMINARY SUBDIVISION PLAT REVIE] All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) hone and fax #) 2) LOCATION OF LAST RECORDED DEED (Book and page #) F.:SooJ4 (Oct/ loar,c 73fo 3) APPLICANT (Name, availing address, phone and fax #) "i-;�z a a/4' r ro i LL c. S-O ZD(.t brrye- &Zo- d, V OSVa3 aCAl 4 CONTACT PERSON (Name, availing address phone and fax #) �Q ei- �cce�iGr� e`ls LLC 5 0 . �O. lac r-r'�i 05-V 0 - LvU NI/ rS-/ /-? 5) PROJECT STREET ADDRESS /92 .Tl/G7 boye— C) TAX PARCEL ID # (can be obtained at Assessors Office) _ 0 ?(n0 - QQ-7 SD ') DETAILED PROJECT DESCRIPTION a) Existing uses on Property (including description and size of each separate use) b) Proposed uses on pro erty (include description and size of each new use and existing uses to remain) '7tl� S7v1�" S , e © cQia �S Sj c) Total building square footage on property (proposed buildings and existing 'buildings to remain) Ttu® r[cro r s. S-4 3-7`2. R iNSS S;q- vc rP =• Ara 04ei O� -�r, s 0►n ' S it-e . . d) Height of building & number of floors (proposed buildin s and existing buildings to remain, s ec if basement and mezzanine) �(n �p SeC� �jt�.Icl� „� eStci i r 2-.1 / I�vU csv e) Number of residential units (if applicable, new units and existing units to remain) /�! �- P. 2-, .I I. L. f- q /. q 9 / /a 0 o sr 6; Ft4 53oiyv�e :3r; S,s�ic�o y irl� x.d3=isDo � 6 ?- -- 5-1 6e) 0 " 1 5-z, 111)v f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees) tT-zz�-Licd tZ e s-k WLafe- S Zoo Q" 01-ree_S . %+ABM VA(Cles U,n g) Other (list any other information pertinent to this application no specifically requested above, please note if Overlay Districts are applicable) N I S iocai�ed I' h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. 3) WETLAND INFORMATION a) Are there any wetlands (Class I, II, or III) on the subject property? b) If yes, is the proposed development encroaching into any of these wetlands or their associated 50' buffers? c) If yes, this project MUST be reviewed by the Natural Resources Committee prior to review by the Development Review Board. Please submit the following with this application: ON- 1. a site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's Wetlands Map. fm4c" rk-1 S"Vvc , }t'ece C--cQ a)OPMv-ed 2. response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria). 9) LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a) Size of Parcel: W2g, S� l ( -t . I L, - 4 S aC-ces b) Building Coverage: Existing square feet — % Proposed 2-1,1 8(o square feet 4,-�> % c) Overall Coverage (building, parking, outside storage, etc): Existing — square feet —" % Proposed '2- 3' 10 square feet 19 % 2 d) Front Yard Coverage(s) (commercial projects only): Existing square feet % Proposed square feet © % 10) ''WAIVERS REQUESTED a) List any waivers from the strict standards in the Land Development Regulations (e.g., setbacks, height, parking, etc.) that the applicant is seeking 'A1011'e- 11) COST ESTIMATES a) Building (including interior renovations) $ 00 C b) Landscaping (see Section 13.06(G) of the Land Development Regulations) $ c) Other site improvements (please list with cost) Parkln's, lo%- 2 S-�orinn�rc�cr t�e�n�t�o�.. O7r�QS 4 C ier ► r. a .x 4 10. D 0O dc, < 4' GbO\3 12) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out) 600 <-,V-e-q ,e 0(0,7, k�l 4-r i A� b) A.M. Peak hour for entire property (in and out) -% 4 y Pk � r ; I 0 V Dh ouf- c) P.M. Peak hour for entire property (In and out) 14 y p�) I V-N � (off vph btu- 13) PEAK HOURS OF OPERATION % ' 0 0 14) PEAK DAYS OF OPERATION 15) ESTIMATED PROJECT COMPLETION DATE 16) PLANS AND FEE - � r`cio Se- 3 . z/I1p-7 Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the final plat application (see Exhibit A). 3 I hereby certify that all the information requested as mart of this application has been submitted and is accurate to the best of any knowledge. DATE OF SUBMISSION: IGNAT OF APPLICANT ACV SIGNATURE OF PROPERTY OWNER Do not write below this line lall3 /()S I have reviewed this preliminary plat application and find it to be: Id Complete X112 ❑ Incomplete orPlanning & Zoning or Designee / �j Date 4 SE GROUP Planning & Design 131 Church Street, Burlington, Vermont 05401 STATEMENT OF PROBABLE COST Project Name Mountain View Business Park - Lot 4 Drawing Referenced: 1-1.0 - Planting Plan Date Prepared: December 29th, 2005 Date of Prices: December-0-' Project Status: Revisions: Sheet 1 of 1 KEY ITEM QUANTITY UNIT UNIT COST SUB TOTAL REMARKS TREES AC Shadblow Serviceberry 8 EA. $350.00 $2,800.00 2 1/2-3" Cal. AR Armstong Red Maple 17 EA. $750.00 $12,750.00 2 1/2-3" Cal. AF Autumn Blaze Maple 3 EA. $540.00 $1,620.00 2 1/2-3" Cal. GD Kentucky Coffeetree 4 EA. $400.00 $1,600.00 2 1/2-3" Cal. PC Bradford Callery Pear 22 EA. $550.00 $12,100.00 2 1/2-3" Cal. PGa I White Spruce 9 EA. $350.001 $3,150.00 6-8' PGb White S ruce 13 EA. $400.00 $5,200.00 8-10' TO Dark American Arborvitae 21 EA. $65.00 $1,365.00 5-6' Sub -Total: $37,785.00 SHRUBS EA Compact Burning Bush 1021 EA. $65.00 $6,630.00 24-30" VT Compact Amer. Cran. Bush 6 EA. $65.00 $390.00 24-30" Sub -Total: $7,020.00 PERENNIALS CV Moonbeam Coreo sis 8 EA. $12.00 $96.00 1 Gallon MS Maiden Grass 4 EA. $20.00 $80.00 2 Gallon RF Blacke ed Susan 10 EA. $12.001 $120.00 1 Gallon ST Autumn Joy Sedum 11 EA. $12.00 $132.00 1 Gallon Sub Total: $428.00 Tot11: $45,233.00 1/777,77 . E CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 January 12, 20o6 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Re: 192 Tilley Drive Dear Bob: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, January 17, 2oo6 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, Betsy Mc o ough Planning oning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 • • • (802)846-4106 —6 Ak I I �.O J To: Doug Brent, South Burlington Fire Chief From: Betsy McDonough, Planning & Zoning A it Date: January 4, 2006 SIS o Re: Reviews for January 17th meeting Following are three (3) projects that we would appreciate comments on for the January 17th (Tuesday) Development Review Board meeting. 1. The Rock of Greater Burlington - This is preliminary plat approval for a place of worship at 73 Thompson Street (Meadowland Business Park), 2. Pizzagalli Properties, LLC — This is a preliminary plat approval for an office building at 192 Tilley Drive. 3. Spear Meadows, LLC — This is final plat approval for a 29 unit Planned Unit Development off Spear Street (extension of Vale Drive). You reviewed this at the preliminary plat phase and made some minor comments. Please check to make sure your comments have been addressed and also add any new comments if needed. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 December 30, 2005 Bob Bouchard Pizzagalli Properties 50 Joy Drive South 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 your property. This is being sent to you and the abutting property owners to make aware that a public hearing is being held regarding the proposed development. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." Please call our office at 846-41o6 if you have any questions. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4lo6 December 30, 2005 VTRANS 1 National Life Drive Drawer 33 Montpelier, VT 05633-0001 Dear Sir/Madam: Enclosed is a copy of a public notice published in the Burlington Free Press. It includes an application for development abutting your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-41o6, stop by during regular office hours, or attend the schedule public hearing. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. that 'same A Source Protection Area has been delineated merit Peri- which is the . recharge area to the above well. comments The well site and Source ed on the Protection Area is locat- nt MSGP ed within Bolton. A map close of showing the well location February and size of the Source 1:30 PM). Protection Area may be for com- found in the Town Office extended of Bolton. The rational ion ..of the regarding the delineation the Agen- is on file with the Water ural` Re- Supply Division and Is Interested available for review, y submit The permitting . Agency views on for the well site and the of Natural Source Protection Area Is roposal to Ahe Water Supply Divl- SGP. Com- sion. This Division will I be sub- consider all written com- ing to the ments, Including . a re- quest for a public hear- ing, received at the ad-, In Main dress below by January. , 18; 2006. Dated at We' iT 05671- tetbury, Vermont this De- cember 28, 2005. Wletro Address all written com- ttached Mi- ments to : ' document Dennis Nealon, Hydro- Ning email geologist omas.dipi- Department of Envlron- i mental Conservation. comments Water Supply Division luring the Old Pantry Building vent . perk 103 South Main Street -etalned by Waterbury,, _VT -_.056-71- ry of the 0403 802-241-3411 iatural Re- d consid- December A 2005 final deter- th respect PUBLIC HEA- =rmlt RINSOUTH BURL,ING• ng: A public TON DEVELOPMENT the draft REVIEW BOARD,. dP will be 'ednesday, The South Burlington 2006 from Development Review it the Pavil- Board will hold a' public im located hearing at the South Street in Burlington City Hall Vermont. Conference Room, 575 e of the Dorset Street, South is to al- Burlington, Vermont •on ad persons. Tuesday, January.- 17, :heir. views 2006 at 7:30 P.M. to ;y of Natu- consider the following: •s' propos- the MSGP. 1. , .Preliminary plat ap- hearing will. placation #SP-05-94 of follow, a The Rock of Greater )rmational Burlington for a .edu(ed for planned unit develop- Ite. Public merit' consisting of . a III be ac- -13,500.sq. ft:. house of me. worship to be built' in two (2) phases, phase hearing .will, I being 7500 sq. ft. and d pursuant phase' II being 6100 3.31 of the sq. ft., 73 Thompson ater Pollu- St. of Permit Any per- 2. Preliminary plat ap- -. ALBANS TOWN CATIONAL CENTER 2006-2007 X-8 Principal it a more. information Jin�.this position, please visit our website at vvw.'sover.net1-fcsu/fcsuinfo.htm EOE .xecutive (802)658-3321' KITCHEN STAFF 1-ULLIIMt1-UNALL VU- F 58-0126 h0urS/week. Must membersnip ana WAIT STAFF' SITIONS I heastern have e x e r i e n c e corn etifNe pay, burlingtonfreepress P Apply at: Daytime availability nsGtute with schoo-age chil- Contact Adria Bahr, LABORES/PAINTE,_ OUTBACK amustl Bringing Vermont dren. Y. membership Group Fitness Coordi- Labors/painters needed STEAKHOUSE Apply in person at: Children, Families, & and training opportu- n a t o r, a t a b a h i for temporary night work. 150 Dorset Street The Olive Garden CommunitiesTogether nities. Call Julie at @gbymca.org or(802) No experience required • South Burlington, VT 1025 Shelburne Road EDE (802) 862.9622. EOE 862.9622. EDE (800) 616-7626 (802) 862-0003 So. Burlington Legal Notices placation #SD-05-95 of Pizzagalli, Properties,, LLC for a planned pnR development consis- ting of a 54,372 sq..%. general office building, 192 Tilley Dr. 3. Final plat application #SD-05-97 of The Snyder- Custom Homes, LLC to amend a previously approved plat for a four (4) lot subdivision. ' The, amendment consists of relocating the access drive to lot 413, 680 Nowiand Farm Rd. 4. - Final plat application #SD-05,96 of Spear Meadows, LLC for a ,planned unit develop- ment to. subdivide a 16.19 acre parcel. de- veloped with two (2) Via family dwellings into: 1) 17 single family lots, and, 2). a 3.305 Legal Notice acre parcel to be de- veloped with six' (6) two (2) family dwell- ings, 1302-1350 .Spear, St. Copies of ,the applica- lions are available for publip inspection at the South Burlington City Hall. . John DInkIage, Chairman South Burl,ing- ton Development Re- view Board December312075 Lost & Found, FOUND adult ments ski suit, 12/24, near Es ex Cinema, in road .(882) 899-4103. FOUND CAT, black w/ collar, Winchester Place' 12/27. Call to Identify (802)878.3516: L®s$ � FOUitd FOUND CAT, black - /white, short haired I yr old male. Raceway In Jericho(802)899-4013 We bring buyers and sellers together. (802) 658-3321 bu rl I n gtonfreepress.co m FOUND DOG, female tan w/ white markings. So Burlingtonon 12/28. Call (802) 985,-2248. FOUND DOG, small whitg Bichon Frise? Rice High on 12/22.' Calf (802) 846-4141.A FOUND DOG young med size. Black' Lab mix. in 6urfrngton' 12/29. Call (802) 985.2248., FOUND EARRING, Gold 1/2 ' hoop post with gems.. King St. 12/29. (802) 658-9363 FOUND RING On corner of Pead and Elmwood St. Cal( to Identify (802) 343.1468 RN's . & LPN's & LNNS. Various hours available Come check out our new management team! Green Mountain Nursing Home The bed & breakfast of Rehabilitation & Long Term Care To apply contact: , Sunny Molyneux, DON 475 Ethan Allen Ave, Colchester, VT 05446 Phone: 802-655.1025 0 Fax: 802-655.1962 :J:mail: gfnnh05446Chms,;n, corn,. . t V'ERMONT ENERGY INVESTMENT CORPORATION Come join Vermont's innovative energy efficiency organizationl We're a nonprofit organization dedicated -to saving energy and improving our environment. We're looking for energetic, enthusiastic and environmentally motivated individuals to join our terrific. team. These positions require excellent customer service,, written and oral communication,-vua'rd�rocdssing, Jibe of 1/3/06 =RFORMERS! Provide e t i ' strBtive and logistical sup- . 3 srrivinv for exreuence. have a port to our , rg ."ervices`project man >R ,wc;s ,nRrw w.,. The Burlington Free P(vss has routes available in the following areas: Ill Brickyard Maple St + Make .00 a month plus tips' + vst have ago insured reliable vehicle + Early morning hours, 7 days 'a week + Provide top non-tch cus- tomer Iservice , 'call. fowl 802-551 -4820 Be Your OwnBoss With a Burlington Free Press delivery route you get ... + that extra needed cash needed for the Holidays! ♦ to 'pay down those high credit card payments ♦ paid to exercise ♦ Stress Relief Coincides with .your full time responsabilities Mahe► 4tgn 1 ., iti AAA a mnnthl DRB Meeting Notes 1/17/06 Snyder: No issues. Pizzazalli: John —Full 2 lane corridor with no parking. Staff suggested redesign to entrance w/Bob Bouchard. John — person on back would have continuance traffic interference. No corridor. Umall is example of through corridors. Larry — agrees with staff comments. Roger — no problem w/parking all around the building, doesn't like layout. John — significant amt of asphalt. Mitigation of wetland encroachments where building will be taking up? John — effort made to establish connectivity to existing wetlands? Construct wetland in the area where there is not going to be development? John interested in taking a hard line on all the wetland impacts. Would like to see mitigation. Placement of future buildings is going to be challenge. Mark Behr — structured parking underneath?? Doesn't like sea of asphalt. Please look at that again. John: WANTS to see elevations. Support snow storage comments. Applicant has agreed to move the snow storage area. The Rock: Mark Neagley, Butch Ainsworth & Walt Adams Portico: No driving under it. Will be better for circulation. John - Stormwater? Really large enough for when you do phase2? SPEAR MEADOWS Traffic calming: CONDITION: Further discussions with Public Works to build in traffic mitigation features on new portion of Vale Drive, especially in the cul-de-sac area. Mike Scollins: Stop sign or 3-way stop? Eric would not be opposed. City Council would deal with after the fact. Has Eric talked to the dude who's driveway is going to be effected??? Cathyann LaRose From: Bouchard, Bob [BBouchard@pizzagalli.com] Sent: Tuesday, January 17, 2006 3:25 PM To: clarose@sburl.com Subject: Request for Continuance Dear Cathyann: Pizzagalli Properties would like to request a continuance to our Preliminary Plat Review hearing for Lot 4 - Application # SD-05-95, 192 Tilley Drive, scheduled for this evening in front of the Development Review Board. As proposed by Mr. Belair, we would like to reschedule our Preliminary Plat Review for February 7, 2006. Please do not hesitate to contact me with any questions. Sincerely: Bob Bouchard 1 / 17/2006 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: January 9, 2006 \drb\sub\pizzagaIIi\preliminary_lot4.doc Application received: December 13, 2005 PIZZAGALLI — LOT 4 PRELIMINARY PLAT APPLICATION #SD-05-95 Agenda # 6 Meeting Date: January 17, 2006 Owner/Applicant Pizzagalli Properties, LLC 50 Joy Drive S. Burlington, VT 05403 En_gineer Property Information Donald Hamlin Consulting Engineers, Inc. Tax Parcel 0860-00750 136 Pearl Street 14.43 acres Essex Junction, VT 10 and IHO Zoning Districts Location Ma CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Pizzagalli Properties, LLC, hereafter referred to as the applicant, is requesting preliminary plat approval for a planned unit development consisting of a 54,372 sq. ft. general office building, lot #4, 192 Tilley Drive. The applicant appeared before the Development Review Board on September 20, 2005 for sketch plan review. At that time, two plans were presented to the Board for consideration. The Board noted that they preferred one plan over the other. It is important to note that the applicant is now proposing a plan entirely different than what was presented to the Board on September 20, 2005. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on December 13, 2005 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements 10 Zoning District Required Proposed Min. Lot Size 3 acres 14.43 acres Max. Building Coverage 30% 4.3% Max. Overall Coverage 50% 19.7% Min. Front Setback 50 ft. >50 ft. �l Min. Side Setback 35 ft. >35 ft. Min. Rear Setback 50 ft. >50 ft. �l zoning compliance SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. The South Burlington Water Department reviewed the plans and submitted comments in a letter from Jay Nadeau dated January 7, 2006. 1. The applicant shall adhere to the comments of the South Burlington Water Department. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING The City Engineer is currently reviewing the plans. Notes should be available at the public hearing 2. The City Engineer shall review the plans prior to preliminary plat approval. The applicant shall adhere to the comments of the City Engineer. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The applicant has submitted grading and erosion control plans. Staff finds them to be acceptable for erosion control. However, the area listed as a "topsoil stockpile" on the plan is located on lot 5 and cannot be approved as part of this application. In accordance with Section 3.12 of the SBLDR, the removal from land or the placing on land of fill, gravel, sand, loam, topsoil, or other similar material in an amount equal to or greater than twenty (20) cubic yards, except when incidental to or in connection with the construction of a structure on the same lot, shall require the approval of the Development Review Board. The applicant shall apply separately for review as a Miscellaneous Application for any grading changes proposed for Lot 5. This includes the fill stockpile, and also the stormwater detention pond, and the access drive. Staff supports these changes, particularly the shared access for Lots 4 and 5, but recognizes that any grading changes to Lot 5 require separate review, approval, and permitting under the South Burlington Land Development Regulations. 3. The applicant shall have obtained Miscellaneous approval from the Development Review Board for those grading changes proposed for Lot 5, which are reflected on the site plan and grading and erosion control plan for Lot 4, prior to final plat approval for Lot 4. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the subject lot is proposed via a 25' wide curb -cut off of Tilley Drive which is proposed to be shared with access to Lot 5. This is a sufficient access width for general office use. The site plan also shows space for a future connection to Lot 5. Staff finds this acceptable. Staff finds the parking and circulation layout questionable with respect to traffic management. The proposed parking areas are spread on all four sides of the building, presenting possible circulation problems. There appears to be no clear direction for incoming traffic. The South Burlington Fire Chief has reviewed the plans and expressed the same concern in a letter dated January 13, 2006. He has remarked that the "parking scheme presents a real problem for maneuvering of emergency vehicles. It appears to be a maze. This should really be addressed." Emergency vehicle access is a primary concern of the City and has been of equal concern to the Development Review Board in the past. The Development Review Board should weigh heavily the comments of the Fire Chief in its consideration of the project's access and circulation. 1 ) CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING 4. The applicant shall adhere to the stipulations of the South Burlington Fire Department as dated in a letter of January 13, 2006. The South Burlington Fire Chief shall approve of the plans prior to final plat approval. Staff has not calculated final traffic impacts because, per conversations with the applicant, the uses of the property have not yet been fully determined. Traffic generation shall be calculated and finalized prior to final plat approval. However, for the purposes of providing a fair estimate to interested parties, staff has calculated traffic estimates based on 100% use of the building as general office. This use would generate 81.01 pm peak vehicle trip ends. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The plans that the applicant submitted depict both Class II and Class III wetlands on the subject property. There are no encroachments proposed in the Class II wetlands. However, the applicant is proposing to place the building over the Class III wetland and associated buffer. In their review of the overall site plan, the Natural Resources Committee stipulated that the pavement should be reduced to the greatest extent allowable so as to minimize the impact to the wetland (decision attached). While staff finds that the applicant appears to have avoided impacting the greatest extent of the subject property's wetlands, the Development Review Board should consider the proposed project's impact on the wetlands with respect to the recommendation by the Natural Resources Committee to determine if the applicant is complying with the stipulation. 5. The Development Review Board should consider the proposed project's impact on the wetlands with respect to the recommendation by the Natural Resources Committee to determine if the applicant has obliged the stipulation that pavement be reduced to the greatest extent possible. The applicant shall adhere to the decision of the Development Review Board. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. Staff feels that the proposed project is in keeping with the planned development patterns of the 10 Zoning District. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The open space area proposed on the subject property is the Class II wetlands located on the western portion of the property. This is a sizeable area and staff finds it sufficient to meet this criterion. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. Staff has already commented on the comments of the South Burlington Fire Chief. Again, his concern for the parking scheme and access should be wholly considered by the Development Review Board. CITY OF SOUTH BURLINGTON 5 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The applicant is proposing that the access drive be shared between Lots 4 and 5. Furthermore, the plans show a connecting drive between Lots 4 and 5. This is sufficient to satisfy this criterion. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. Staff has already noted that the City Engineer shall review the preliminary plat plans and provide comments prior to approval of the preliminary plat application. 6. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed subdivision of this property is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations, any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is not shown on the plans. 7. The plans shall be revised to depict a bicycle rack, as part of submittal of the preliminary plat plans. Pursuant to Section 13.01(B) of the Land Development Regulations, the proposed project will require 190 parking spaces for general office use, including 6 handicapped -accessible parking spaces. The plans depict 253 parking spaces. The applicant shall remove from the site plans references to parking requirements. The information provided on the plans is incorrect; moreover, they are subject to change based on use. 8. The applicant shall remove from the site plans references to parking requirements. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Parking shall be located to the rear or sides of buildings to the greatest extent practicable. At sketch plan review, the Development Review Board voiced general approval for a plan that showed parking to the rear of the building (minutes and plan attached). The applicant has since submitted a new plan which includes parking on all four sides of the building, and predominantly in the front of the building. The layout presented here in the preliminary application is not in compliance with this criterion. Staff has serious concerns about the design of this plan, essentially an island of an office building in a sea of parking. Staff previously discussed building layout with the applicant and had advised them that a limited amount of parking may be acceptable in the front of the building with significant berming and landscaping to hide such parking. However, this plan exceeds a `limited' amount of parking and does not provide for any significant berming and landscaping. Staff suggests that the Development Review Board discuss the layout with respect to its adherence to the South Burlington Land Development Regulations. The City has consistently required new developments to adhere to this criterion, and staff respectfully requests that the same standard be applied to this development. This decision should be in consort with the opinion of the Fire Chief and consideration of emergency vehicle access, as previously discussed. 9. The Development Review Board should discuss the location of the parking around the subject lot, particularly with respect to the vast area of parking in the front of the building, the placement of parking on all four sides of the building, and especially emergency vehicle access. The applicant shall adhere to the decision of the Development Review Board. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The scale of the proposed buildings is compatible with the site and existing buildings in the area. The height of the proposed building is 28', which is under the 35' height maximum for the City. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has not yet submitted building elevations or architectural details. 10. The applicant should submit architectural details prior to preliminary plat approval. Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Again, the applicant should submit architectural details prior to preliminary plat approval. 1 � CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The property to the east of the subject property is most likely going to be developed as office use. The applicant does show an access to the easterly property, noted on the overall site plan as lot 5, to facilitate a possible future connection. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans show a proposed dumpster, adequately screened. Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Pursuant to Section 13.06 (B)(7) of the Land Development Regulations, snow storage areas must be shown on the plans. Several locations of proposed snow storage areas shown on the plans are not acceptable. Given the salt and sand often found in plowed snow, no snow storage area shall be located in wetland or wetland buffers. Specifically, the applicant should relocate the proposed snow storage area from the western side of the parking lot. 11. The plans shall be revised to reposition snow storage areas with consideration given to avoiding storage in sensitive areas, including wetlands and wetland buffers. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the SBLDR. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. The applicant has submitted a landscape plan and budget as part of the preliminary plat plan application. Given the proposed building cost of $4,860,000 the minimum landscaping required in compliance with Section 13.06 of the SBLDR shall be $56,100. The applicant has proposed a 1 � CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING budget of $45,233. The applicant shall remove the cost of perennials from the proposed budget, as credit is only given for trees and shrubs. Furthermore, the applicant is proposing some plantings on Lot 5. The applicant shall only be given credit for landscaping on the subject lot. 12. The applicant shall revise the landscaping budget to reflect only trees and shrubs on the subject lot. The landscaping budget should meet or exceed $56,100. The proposed parking areas contain more than twenty (20) parking spaces, and therefore should be landscaped in accordance with Section 13.06(B) of the Land Development Regulations. The site plan shows proposed landscaping on the interior of the proposed parking area. However, the applicant should submit additional information to ensure that the requirements in Section 13.06(B) of the Land Development Regulations are being met. Specifically, a minimum of 10% of the interior of the proposed parking lot shall be landscaped islands planted with trees, shrubs, and other plants. The plans do not demonstrate a percentage. 13. The applicant should submit additional information regarding the landscaping in the interior of the proposed parking area, to ensure that the requirements in Section 13.06(B) of the Land Development Regulations are being met. Lighting Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. All lighting shall be shielded and downcast. The applicant has submitted a lighting point by point plan. However, staff finds the plans to be incomplete. The plans should show all lighting emitted. The current plan appears to show only lighting in the parking and roadway areas. With lighting as strong as 5 foot candles near portions of the property bounds, it is likely that spillover is occurring beyond the property bounds. All lighting emissions shall be shown on the lighting plan. Lighting that goes beyond the boundary of the property shall not exceed 0.3 foot candles maximum nor an average of 0.1 foot candles average. 14. The applicant should submit a lighting point by point plan depicting all emissions from all lights proposed to be installed on the property. 15. The applicant should submit lighting cut -sheets prior to preliminary plat approval. Other 16. The site plans shall be revised to remove all references to signs. Signs are not approved as part of the site plan or subdivision process. If the applicant wishes to install signs, a separate permit shall be obtained from the Code Officer. 17. The subject property is located within the Airport Approach Cone and shall be subject to the standards set forth in Section 13.03 of the SBLDR. CITY OF SOUTH BURLINGTON 9 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING Staff has serious concerns with this proposal, specifically the layout of the building, related parking, and especially emergency vehicle access. Furthermore, there are several items that are required to be submitted and approved prior to preliminary plat approval, including building elevations and lighting cut sheets, which have not yet been submitted. Staff cannot recommend that the Development Review Board approve this plan as submitted. Staff recommends that the South Burlington Development Review Board continue Preliminary Plat application #SD-05-95 to allow the applicant to submit a plan in compliance with the South Burlington Land Development Regulations. Respectfully submitted, Cathyen LaRose, Associate Planner Copy to: Robert Bouchard, applicant I THE GONTRAGTCM _'N N= °D*_'AFe AT WARNING: LMATloms rrJOf'. To AN/P'�vATN7N 1[rAr/�l\'T IG {.47'Y: wr[{ITl,YNr ! I I 1 / =•� Ai ifICg10NE MMILM iwr [I[ w mE •.f.®IA1C IN UNDERGITODND rmNc sTST9AS vlgNrtr a uNDERGRnuuD vrlunn. Hv wASTe snTem srRucn1Kn. 1 •ACT 11 sNawro ws R zoNE. •1 1 I DWR1G <O1ST•UCr1011. \ \ \ ! / (' /"' � NEa�e��vfrNv. E�ev-.�...Do 1 1 \ /'" /• ' I �\ ♦ \ \ a ( / r�rP , AEAInaN Er.ISTnr• • 1 1 1 t __ _ +� a ,\ 1 (� > ( / . /e•WPE AT [LLV. dD1.0 / _-- 1 1 /', I I I �`•\ •\. \\ 1 meTNre i'ps L EKISONG E,D/v.P- ''\J T TEIOCK AND,CQebCT f PS ADa 1 ♦ \\ '• 1 TO E%19TRIG YNTER DERVKD \ / _ _ _ i P TdEOM I i ' j ( ( oi15To.e e• . an sDRE'e IND / I I i Tlan1pr elaagcim p'eoer+E°cRr / j' t •v `� ♦ \ I I I /''. TO eE E RESET-_ TO [IInTR/e NATelS amw_ I / I \ (jpm \ 1 I J' (-� Nw c• a sa D.I. `� t �\ \ \Z f''°�'� - __ '� _ ,(/\,ye • I-- .. . ,1 _ I 1 1 f 1 HATER aETrvYE M �\ \I s NW T•• Nw..san I I I 1 REMOJE. \ \ � wTw END sEcnaN' ao - -- - • .,\ � � .. � . f 't � 1 I t �\ \ s\ 1 - \ � _ _ -_- �G' •r�o.Dom rt � f I 1 1 fl,. - _ _ _ Na+ i• xaa mmrrfi ". - omTua�c v�v ! r f f 1� � f � � f / \ � \ 11 NEN StvM1- �%� \ • /-�, / ' 1 1 l t- V / f 1� / / / l \ I d '� 13.�n \\ / / ♦ ) `ate. `uR' ` 1 xw 24•J .>p (/ I ! l ' t \ \ \NM rs• : t ND•.E NEi. CBET �// \ ' TA �A6A . i � \ flE.,.6F1. SEER E \\, .•. .... \ I I• 'I 1 I I �_ NEN <.vo � �, �- �'. ��/ � � X � \\. �- 1 A' 1 A\ // • � � CURB ,� ( \\\ I � � I � I � I �.` • ` • I � I � I � � wo. I 11 �-...r-i (� qh. �e � � f' � \ � � \ 1\ PlY vcmw 1 I I 1 I I � � i+cs•�` ,a 1 _ �� gAmEn nEAeos' \ � �so•� IYx_ = • `\ • • \\ �_� \\ coNe. werQrr \\ / • � i I I �/ A I 1 !( J/ I• � � sonr�a �FE�r. / i' � , \ �\\ T — i• a dz D.L • Np/ CpK_ � .. • __ 1 '�F.i � R SfSTAµ plD KAr ( (! l 1' / 3/65 /! CLT9 . o •MD I ' �/ I I ... \ � � � \ - _.. - � ' 1 � ��) fsY•�j \\\ \ \ . rMWST EIEE\R. � ( ( / (• - , SM.11 \ I ^' �- i �i - _ .J -� _ 3-.,..�53x TJF�. }-+"/ � NEN QI11\ \ 1 A CRY � _ I �l \ \ _- � -•• 3+/ 71 y / / �� \\ \ \ \\ < \ \Ro+ c• u sa D.r.�/ eceiux� -- �I \' NDPE // _ \ \ e-onOTT PVC c• . m sDR3s 1 � \ ( �':� \ ,_ _ . '• ( Pam, � � _ � 11 r t , \\\ / �/�� \ � / f � DRF RAa K . + • � E n;.•TED r \\ J Y- •. - , .._ — - ., I / . � .IGI. TE4TDRR TTP 1 \ \ \ \ • PROPOSED BUILDING n,Ieb 1 F.F. ELEV.•348.0 PWTUFtF, riP. 20 o zo 40 60 ii WER INFORMATI O EERETq.FD E RE^vET RR1' jU�' .o m I RK W. NEN. Q/T-Sae.O NEN i• W. el-S13 (I.C•f �) NEN e• wa. arr-S'J:I.1 NReril w e W. RLeb1.) E• . L• W. QR•D',n3 q• W. "7 .T .aE. eriwz i• uw. art.Dna NEN 9YElE! NEN CR. i• i . ONT-31i1 q• NJ- Ovl.bT.. NEM OY• w q• q• ptt-33Ti .urEs. I. TOPR'FA/1K ON lOT3 � Nn D ri EA^tr W TrnRJrAPIYD SUMT9 PCFIQaIm a i0t7 6f DAULD L NAIiM CDILSI,.TMG ENGWE66. RY. ] l0.LEY DRNE UMT' LOGTTI M ON TNq PWI ARE BASED ON A RAM [NTTLED T.LLET R SUBC Y><iNA, RlY1A+AY RAN NEit SHEET it DATED 6Y:VM AND L-T REVESED OVOV06, PRJPAR®K Cpi4D L IWLM COI�U.T_ ENGINEERS, M= 3. piVATNl16 ARE BASFD ON I15lA DATLM TAKE! IR011 A BBIOfpRI. AT THE NORTNNEST CDRNER CrW.ENC1/.+D TELERYNE PRCPERTT -T TTNE ED ADROa'.. IMERSTATE e9 fTYM THE eiEr WJPE➢TY. BE+CIa1wl: FLEVATHIN la•.S DETAINED EPLtI fPID KDeRraR rE., euRLwTw, v�rwlrt. 4. A4 NAT[R LDE AND RFI.ATED M]RK TO B[ PEREgR+ED NI AUORDUYE MTH THE um PIZZAGALL! PROPERTIES, LLC P.O. BOX 2009 SOUTH BURLINGTON, VERMONT 05403 PRMCT W MOUNTAIN VIEW OFFICE PARK LOT 4 SITE DEVELOPMENT E•°F,�,���� SITE PLAN :N �'� K��• �w MftMidFD �., UV7�lL 4. !!Q//[(Z%Z yp ND. 720/E a JeK - �C07ZSTdlin ' ZW � paw JFrr _-t 9 fi 2 LL rDrTuptF BUILDIN F.F. ELEV-345.0 ^| � ^%����������o��:��~�~~~~~~~~~~~~~ . / 21 ZZ7---�/ WS I I IMP ✓ f� / 1-]1R1%IW \\` `� ET- rIITM ENB ]Ftnoll \ - .. n• . w lore j -. N[N 2f MOG \ \ �--BITUftlNOLS CLNCRETE AGCE96 OWK I / I 1 I I \ I \ NFH OC�C. - '711i W JIAT4 a t , \ \ t t I \ 1 t 1 .. \ \-M•�NOCU`i�E � fFATC t \t I '•` r`� t �-��OVfRFlli+lPll.{MGT •1 t 1 . \ \ \ t t t_ x 1 \ \ 1 1 W •\ t 1 NFH I I 1 sr I I I 1 \ 6• INY.AM. \ ].O.OIN /T/',f. / y;. I ]OLN) Oq•CR I / / / / r .TrQ RQ� \\, •\ t /._ `\ �—' NI'N�.sr ]eRlc Gvc 1 / /^ _� V \ Nill V CL 42 B.I. \ POND #1 SITE PLAN \\ \\ \\ /MMRTER NOIL s• ilAC_ ILLCD M ENO t+w AT I'IK RNIXT EMD #1 ORIFICE DETAIL POND #i OUTLET DETAIL (STMH#2) h, SECTION A -A Nn i nAd CIUVYV.L PROTECTKM BLMA£T• '-. ^� NOIt1H M'�lKN1 4REB1 V]aP� CR A14ROJED fP 4 I OVEMDi1 RN..'d'LO IIIGiI GNTO[ t3EV.-93B.5 N S NORfNL Yf/.'!FR 9Fr:.3iiD %M. 7 Mwnm) cur ItATER1AL, COl1PACTED W i• I.IP-f5 TO A OEi61TT Of $t OE MA%RMt ORY DFN]ITY• IISXW nE srANOARn erzacreR TEST, I'E➢. ASTn ai•n. —<uY 1'NTERWL� Y � Q1RTm IF CpRRKTpt ROq]DES gPPROYRIATE T6T5 OQ'Y TRATW4 :NA: IXISrRIG 'n• •ARE ]UITABLE ftR U]E A9 MkS fl�]4 A4 fLMfMN1ED BT THE pE]KN ENGWEIX M NRITRIO. TYPICAL POND #1 CROSS SECTION Nr] POND #I OVERFLOW DETAIL (STM"#31 SECTION B-Et NT] G,G000��GGIET ! � of v�•.�� N0. 7201 � �12= L DRAINAGE INFORMATION NfY1 ce.l Npi strM.: lun-su.o n•WV. OUT-3YD Rm-xo.o i' WV. W]ii.0 fY MV. RT-3)IS RCM i430.1 5' MV. M.H>i n' MV. OUT•53?r NBA TI�b Rh -Hi.] YY MV. IN•3ail O' INV. OUT-il1.0 'NV.< WV. T— IG' W. WOUT.�iA - une�sEm � r�Ma� RKiN YMTER EEEV.-399.0 M (N.Y) AQHTIC EEWJi d (H: efN. AWATIC IQiOI F— wDTN VARIES —...1 ntl wotx vAR1E3 1 I NCp1IiE YMTER 6EV.-lY.S tIR1. PIM. 3J (1iV) 9d (NN PFOfFCTW BIMIFET pt' tRi CRANRD. PROTECTIRI HLAMET. N_Tt^I w�TEPYJW GP.EDI P3L�// �/� \ - —itlRfN AFERY�V/ GREEf11 P9O0 . � `` OR A� fD [OVAL � OR APPROVED EOOAL TO AA ) aF 4A IMMN M [R DENS TTi f�� - ` USR/G THE STANDARD PROCTOR WT PER ASTM Drtl. I.� f 1 �GNAMIEt PROfECT10N BIANCEi• -- - �IAY FIATOUAL J.Y DE QiITT® IP �CNiRALTQt PROVIDES —• Qe APPROVED EQML P"J00 SOIfSAR9URAEEE FQ! V E POMD 9�9E, A9�STI1G \P \\ �\ fNFiRnfD BY PIE LFYCN BIGRIEER W Y1RfiWG. \ TYPICAL POND #2 CR055 5ECTION \ _._W116GVEDI®. f2RCED p`� ONTlTFR CNCLO.YIR tF NBI 'M \ 1 VEHDI( \ L� 1 , \ R Y PVC �% DR) CAP \� 9' D1Af1[TER NCLE u Pv4.-cvlu.©W eID raP PAIO Q1fI.Ef AT PPE WVERT POND #1 ORIFICE DETAIL NT'J t Bfe.vE TrPE wwTE \ \ w..3acs 1 I , i f \ 1 1 1 POND #2 ATE PLAN �� ! POND 42 OVERFLOW DETAIL CSTMH151 SECTION B—B RTe fEDARON tL/JLI..RM,E . CO oR APPRO•TD 6dAAL• INRICED `5,0 END CAP NR11 QtIPICE�_ SEE OWPKE OETAIL i•M.t1i N:� 17 NPDE PIPE TD gMFS NV.-lLS.] �\ •\ J LINAGE INFORI'7AT1[7NINFORI'7ATION \ \ \ ]A• RN. Q!T-S!]A IY' W V. Qlf-3'F_ S . as"wgve \ �IY olo xctl�W \ .DSOO Prm. � 1 Je9 n• . V NOW[\ 1 rwTN N 3uev SOLID ccveR ' ti. sozm Pvc / 1 1 1 • AaA+f- 2WMKM MMY BBC M iTl[ INWLDIAn TP`IN Y `UNmrlto, NO rwma 9 IM" f VfILRI[9. i AND WA9Tt 5Y9T[M SIRUGTIR[7- y 1 I 'I i / .' � I ♦ \ / CGbrpI,CTILN Nfi ` i , 1 I , ' I l AT OR A FV�le1IN4 OP/TItGI PEME£ - / _ / , / , \ ,',i - 1 `. .. /. . of asnxa�JslcE {;. DFruL•—'1 1 ' 1 .. end STONE>; RAY - ' _ !r 9ns1 64RR�NG LM1rRUCTIpf -L- NBRI!rF. -\`\•\ -_ QIIRIIYl,i^uEE OCT t. ♦v/ \`+ \ 1 I I 1 I � f EIKCfION COlI1R�L � � �♦•� ,\ • � 11 - � / `\,��� ` 1 _ - ``1 I 7EIE6 '•E)d DEtAIL � I \ t � ' •. , , , 7 , I ----- i - Y ccalalL-rtlH r9a]HG J ' `_- _ OR ArvnOVEd. RTAGf•HCr,��- -_ ' \ \ AT le1(Ta OF DBfT1P8/JICE \ 1 ' INSET 'A' \ T \ FL-!ATFQINf N(TTES ` A1tiA ` FRO51ON CONTROL_. \ NOTES � � : \ ++ 1 � - THE UMRACT 1YLL u�PLE•'+EM ER05KAI GONfR0. ,',FI9URE9 M ACI;ORR6'•IiCE NRu T>na J+ATER fRP'I TRFTKHE9 #ID E%UVATO 9HALL BE DKrOa@ OF M 9WI A jJ, -- \ J-' \ i . _ ..- PLOH A!O THE YERI'IWT IWILECGK FOR OOIL EROSION AIO 6EORtEHr COHTMOL M RVaiR AS HLL NOf L1USE w11Ri' TO PUBLK NULTN Nf1R TO FlAI.K OR 1 S �.- 1, n .--1-� _ , \ 1 ��}qJ cOei�R0. \rBCL SIAJ cF HYM+AYs, rrx uusE urc MwvlleCe H1H THe uaE w T i `` CQKTRIKTILN MEa.• /RIV TL PROPOtTT ItlR TO NORIC taTllt@ [1[ N rROfIMLU NCR TO , _ I ' ' ' � /' _ 1 \ THE CONfRACTDR SHALL MwR,vE THE lv9Tg AHD DURATION OI pST1RBED AREI.a. ALL SAri 6T TIE PI.ELIG _ _ DISTLRB r MEA iMll Bf H+OfbLT@ AND PRp'WA 9TAd4TID AS'Apl Aa PfTIdBLE: HO aiLTT BRKF1=L C'R TLRHID HATD FRAI IRFNO✓Qa TO A `RTMT TIE b WJI6S. 9 BE TR/�LFED IwTH �TRIE,CTiEdAPnFNT [IfUVAT%1N6 BIIALL BC N�DYIfD r0 DtlGRJtOE pRKTLY TO A OTRfNT, _ 'i1gRAm' 5TAB�a rra+ +.sUREs. sDw w M n Ttwi %l w DrIL rErwlD, !}c IUnrRx cRwvucE canoe LEwLaNc To w 9nA NATu —N 7 D IIID THE NtEA HLL Nbf BE AETrvELY LI DEi�J.TfRRG WTO piHEF A TRPoRARY lf➢RITATIM N4M OR I t , r i 1 1 HTHW.ENP^R WYS. NHH ] DAra Q THE ESTAELI9HMCIT of FFVL paOR,Rff ARF APPRO.'m BY iNE B1rAELt. BE r—, 6FEDED. AIID fEAL1ED As APPROPRMTE. HERE A e DETHdTfSD tvAT TC p4MTERMG QMATKRa CREAro Rc u 1 1 {� , - - 1 1 1 ' ALL ariUROm ARFAS pi THE SITE SHALL x 9TADLL ssn PRIOR i0 xroeER K. sEiDNw LKELT TO CREATE itA✓&D STREAM (.Q0RIC1Fi, THE rdiRPLfOR luul eE - - • ' i� � � I I \ 1,tj IHD ILLOMIG OPERArIp1S �JY11 BE COrElLTED BY 9EPTE�106t K TO OG1ItE VE4EfATNE R[OJIRm TO RIItTHFA DEfAEI 11E IAENCH ENLAVATION FMTER M 1 I` ! _ _ - _ / / - �'\ , , \ �i I cavEa rRtOR ra aCrCBER K. AHr saL wsiva9AN=e BEr.JEEH OcroeER K AHD ruY I T Tr Tf 3mewlAC" ewsws. v t THE ux ar •pRr B•cs•, ac ,w I i ..- . '�, RYT BE IYITICRITFD BY THE YT pEPARTMFM OF ENVIROICIENTAL CLT6ERVAl NR AND KTERNAt£ METHOD ALCER (ABLE t0 THE ElWY1EFR. ! \ / ia_ _ 1, I rERFOR ED M A LORDJJ E HiR THE APPRWED HMER LNSTRUCT ON EROOKI i i _ - _ uPP1 faYLEr1011 AP - ION BASFKa RESTORT8I@ TO OAIGNML CQ1p110lK. �� A1O StT>IrIBIr ��. lOIKTRICTION. ALL PORNtY EEDMIBRAT \ 1�� ` THE OHIER OR AIIDtlRIZm RCPRLaENTAtM aMFll waPKT [1[Y OI CRIT%1L DEVICL3 AT / /// _ _ __ _ \ ,'h 1 MIbIT RB L wTaTIE'DncIUPGc OrD9rO�RH�aciFR NRu�'bfr'tl'r%MTIE xA"YTE. w"Ai1Rl�B1 REREM t l ALL wSPKTR>•» •,MALL BE rIMNTAW@ AND KEPT ON Na AT ALL TRtFJ. AN / \/ •.. _. _- - / 1 R M/JIITHWICE AND/OR REPAIR R E9751ON C1aITR01_ fIIA5URE5 3{ULL K _ li I`,` pEp/ppI�ED HTHw T, Ud1P5- / % / / - / i { i All TFI'M1RIJtY LROSIp! COHTPKL OEV TWE M 31IIT R w NArf2 Inlf4 VfliEATNE TIE We APPLKABIE MKA ✓%%�---___.. / l `\ THE aEOINFYIIG S DC I.-. F0.lLM - _. `(¢ .. - I ~. it - . 1 I � � \�e / ♦ , I,' I' I. EAKt E calms r.ln IHsiAu .rrRw@ ComTRlcTnl FwcE At THE 1 1 mot. ' i 1 1 — A / � LEfiS w DKn>Rsurr. k. -. ��- - { \ / \ ,� ;i , 25. COIBIRUCT AND MAMAM TIE aTABIL2@ CplJTRVOTION ENiRANOE. 1. \ 1 `, `+\ \ / COISTIEKT AND W!NlAM CLHiTRLCTION 5TAGRIG AREA AND T0V'QUAY NAIA. ROADS. _ b .�a 1 - _ \ ,-• ` , ,. CGMTRULT aTdt1MTER MID! rOR VIE A-. TEfKM1ART a@EANTATtR1 B,YM. pMVIG \ � , � raastRDcllw. nw OIr1LCT PIPL rwT nPE IAlra vBGEiATNE r�rR IIAa BEEN ' \ \ ; GfTABLMIED w APtAa DRAFIx1G TO THE Mel. RErIWC-AM'IDlf FRp1 E0I® H1B1 - ' - �rP 5. KLJI STRWRNG MID TOOPILM. f)F aT��L � Cl1FLK LWftS wg APPfroPRIATE. t , aTORIT pWNAGE VTILITEa INSTILL E4ET ANp CUTLET PROEKTIOfI N -. • I S • 1 `. { \� ,' `,,\ 0.TE TE fCP9dl, 9EFD. AND 1'EAUI.KL ARIAa TO BE aEEDED A9 i , \ _ (DITFIE GRADING a 9t A5 Ea1KTwIC11LY1 PBUUTS FIHKII GRApHG CiF TIE Aar.♦a. '1 DIVERsla1 prcllE� - - _`--��� �•� , 1 ' i -'`'` i � / ' .. ,------- 1 -- BEE D4NLLL?!�L` 1—j M.BT FROtKTIOK- t "I A , raaTROttld -__---�--''- -.� •-.... `.__�` 1 ,.RAPPIODymFLAC6WF� eRoala+C01fIROl i,, 1 PiZZA I i � 1 - --5.-'-- _ ��• -"s ``� ~``� -- AT LF mQnrumta C µme•:___ - I gal �. skill GALLI PROPERTIES, LLC L- v_= . t _-----�' _ •, , _ ` ',\ `• ' • - - _ • t' ; \ "`� I \ P.O. BOX 2009 J i \ s aE aurPALt oAD E� SOUTH BURLINGTON, VERAMONT OW3 - _ - ie-al-_ - _ - _ `�� `1`� ,`• ```,`, "k. As S@RENTATOH C 2 _ amxcr mu MOUNTAIN VIEW OFFICE PA BASE1 pmwc CONaTRUCTICN RK -- oll'` LOT 4 SITE DEVELOPMENT _ EROSION PREI/ENTtON 8 —.,-�_ +, \ �` � ` - - - - _ `' :- ,• �'� •.,, SEDIMENT CONTROL PLAN y�Z-ilia $lVC)' f. ""-�„_-_- L .., `, ,` �•�� `_T ♦s"�%+ P ,R�nald�X¢mlin i , _ BFD 0�%2, oRN C¢ ting a `\\'�. //I __ \ %.�,� �c,♦♦. ,; L�ng8fd28f5; # 40 O 40 EO AL 120 ��-�� /_ - __ _ ` F��° .IPI` >ss na t .mf�El 6 "�- i Izosos esA.s rwRRlrlt it At 13 oil a ZIA -Ay IN tit Ilk di IS A ON tk is 212 \ � \ '~~ � I eue[OUR3EP"W ! i rOP501t 4 1Md wveL Eps IEw) rNwl EOat FABRIC nNvun aP O/e»AP 6TME TYPICAL PARKING CRO55 SECTION 1/4' 1 /Y RADWS DISTTNG T' I!Y RApD9 Fp1Ab•11 REVGV. B,SDO E CONCRETE fLRB J Fie 1. CIX201NG }yLL BE CONSTRAICTED IN IV SECT) WTN I/8• JOINTS BETNEEN r Till MEll 2. E AN3 N Jn1NT FILER PMTERW. EoE`nRlY1f AASNTD VDESIGIMTION M-P'Jli'� L — u er—• •y CONCRETE [I.PB. J. VJRB REVEAL AT DRIVENAYS 511N.L BE I-VY EVrX. sm DETAIL 4. CLRG Rl l AT ALL RANDICAP ACCE 51 OC A RIA%IIMi OP V4'. RAD11 LEEiEt THAN zov SHALL °E FCw LIIii FLE%Id.E Foams. TYPICAL CONCRETE CURB TYPICAL CONCRETE CURB TAPER DETAIL Nr6 i �u[� > mIM roa® A�EGIOE�,l1F .�NFA[.EE� * fb11!!TL Wai � p M 6 YI ALL WM. Y• FIN+f naED crwva rvAor aPEc .TOX.a a.) n� U.!*fT.u,Ail 3Te4.L�t eE R�ILt�D N�Nrr s � JDNTM even ]o Pl,JNr rYx© rAuv¢ SLaeASe 5Ieal s ca+racr>; ro va w THE MxR+G+r mRr rxN»+Tr uN»c Toe sTANDNm PRGrra Tar, Axamec To Aom tw. TYPICAL CONCRETE MT`S SIDEWALK Moor» art avrv�eTla�Eo+F coerwEre PRImRTDPAYYtE ��� RaRur.+Lr aa.m AND ooreTo -vr me N en+.Yea.. �1eTE 'v'Yo `�'""` . �, euwlm Aa•NAlr. \ M ee+r TNlwne n-�Tr+»�s+R+> DOETNn NT1RIe1SVE TUC�rE \ TAO< WA�r A'.PeMLT NaI4 ALL BKpKL lD a TDNeKKT ECrlYCfm N {' f1M N A RlaerY 01 AtY Q M tM 1111+ ORr rwAp „6 C�OPDIeg�TO AS�re�oE•O� FJeoG'raI! TEST, �•— DeFeo.'rc aINY� s TYPICAL STONE CHECK DAM 1i a IW nYa � `overRtAi- `,�D s*cHE eRv QED e+TR.Ncc TO !E COe6TP4GlFD AT IcrlalaGv »Na+l W PlA1U. RV.HED 6iplE YSE To " Y. [4n41.2 J+Atl R N4:IfiAP®N A ro+GlrW Wia+ {ml TT.MM TCXiP+G CR NLW CF 6¢PID(r d+i0 aTSK roADXeaTF. pEsmlc TOP DaECDeeIc wie+ AmnDlul 6TOIIE MT BE R®+eOUD In AflFP'fAMLY MNrAN TUE F+IrrYalcE WIAD. eFDntelT 9PIl1ED, DROPPED. OR IXww+FD OMO PIIBLK RGAD9 tYpT M RW V D Y1tiLNT¢T. O N C TtroATi•IhTwALL 51Nt1 BE VRkVmT. RrtT ANY L CFNN Qt M>TEAGpItGE_ RNC[ •JC1rLN TY >ELIYN .A. TOP VIFN OF JOINING Fl 51 TNetED �ORw K _ MeE Tw vrw Fw ATTAPE6e Q AYM+b-� MBGrra15 of FQ++? r---0' rn. i c•1\ rnvAcr »La .rcr+w •A• 5grw w ( jil-yam __�,'�' . 'v><v ' }•rw';� ---- RUI onMrxDa e APP2a•®mwrG �' �E N+AeL. s »ueeerm AT JeJ.Mr a¢e Eveler Yeva cuJYo� ;ni aR e.rN»• s. »wN evert •emrJ+ »m!!r» N A a.owme f. RePA+R DAMGED M1ITTILXI OF F9+CY+6 AS NEEDED. RFMI! A DA1N OI G• At GV TR TYPICAL TEMPORARY EROSION CONTROL FENCE SLOPE TRACKING DETAIL TYPICAL CATCH BASIN INLET PROTECTION Na rill a ro.sr BrrSww• DD.B::I DaND.o I cFlw aruDw iir.:a sriE�eaxi:v f G.aw Onr�•!/aMe:l�flo �4Y1�•In paPoM�MwPID adwwX.I»w AMERICAN •'� GREEN SLOPE INSTALLATION i PREPaRE SOIL BEFORC rnSTKunO BunX�, IUCwCrwG Avr uD`EiaRr aPR1UTqu a uuE�FWnuZER, AwD 'EW. w,:t MwLN ,NHU C!U V ttV W nU :'ltAl w awlV d+ '!U. U :ERI r»" tQ S:aLLLV » avGx Pik l'+. 4. 1M fr 1M Po(1K M AMSYMwIf. rl+r PoAPoO'T aN A R' (+s::m)) !.: x r: (eYnr) my qNN APPIIoxNAI¢Y IZ+ ((JDcm Of BU.VXEr ExTEHDED BEWND ME lIP 5L0/•E tVR1pN OF 1HE IIIENCN. uKNUf iME BLANKCi NTN A MYM W .PTA STAN[5 MMO1mMi¢ I' SJDmr) MARr N lIK BOrtd1 M M i»D ro TRGaViiir+G rIG t 0.'dx�LL N+D C04PM1 nrC MnX:ll nrrtrs STNIX+G. CCD GOINnLW SUL NA fOID 2 co PoRTIDN V Ill BECK P/ER SCW AHD —PACTED SDR SECLME RN&Ei P/EN COYPItiFO SDR Mull A ROIv DF STPRFS/STAKES SPACED MMDxIIUTELr li' (--) APART I611DS5 TKE NDM 4< THE BLV+ItET. ! RO¢ TI+E BUNNEISIA� DDYIrI DR lB.) HDNZONTALLY ACrK a5 THE SLOPE. •MINET$ WRL UNRUL WIM APPAGPPoATC SKN: aWMST III F SOe 5lYtFACE. Kl NAHxflS MUST DE SECURELY FASTENED m SUL SURFACE BY PLACING STM(FS/STAKES XKxwIAI! LLK'AIMK N: SHUMn M INt 51N•J: P.rtItXN UUN! USn+I: UnIUw1 WI S Lt PA S,NKk.•:/SIAKtS ^J IOUtD DC fLlCCD ntliOUGlI LlCYI Of nK COLOfiCD WT+ COMtLN1�MD TO TIC MPROI`fMIC IYC PATTCRN. CT»a15 OP PAPALLR Blve(Cts MIST a SrPA1D rRn1 MPIMxRu1LLY Z'-s' (xm-rz.5cm) MiRM DCPEIAR+D ON BLWNEt TYPE. m EHwURE PROPER SFAN .WCNNENT. PUCE THE ME a THE MTRVDPPIC BININET (PoANKET BFINC YI5INIJD UN Uv) G2t+ .iN IW. C'JL(N!U 'NAM) IIClfUN .¢ vxt`.N SLY NSINJFD tlUM:tl. nw+xt,s +'vul:lD wvm X `•UVG 4usl n uU tn• w!X (fnYm:lk ' rLI.) w.IX An ,wvXDuv.IG '. i' (T.Da»I+� wrnw•. SiMtE TRRwwi ri+cm/+•rta Nu amRDx mr Tx' (Ja»,) MrnT',�RD55 mtmE [xN+NEr nnl. NUIt: •N LOOSE SqL coNUTYINs. THE USE OF STARE OII siAKE IiNCINS GREATER THAN »' (e STm) NAT ¢ MCESSA(+Y m rnorfrov sEcux me mANKEF. CHANNEL INSTALLATION Whz •Eree„rltxN ® •catS:�Ix.S.:Y m1G�n"14w,e v'm .•"i +.^-�.+r..tl4.�un • • • � I I �%%MI'�"r.Nw`A1POwNrnr ;r � +J.�°N��e �r,r �, ..e....,. ,,, ar FV+•I • • • agars [>x Imo--} IO WM y��'yY'°rst� rn wn ( vnU .�w, ..v: (rw..-,....)mp:✓ r,et+mws v:. .' Oa.l ,nwrr Kn •. t+m,�few e:ee» ro acu» a•w¢n. a. n5`Oe.m) .•• n e e- (re�+i mi = Tr oa,l .or Po wca»» ono cmarl.wr<-,:amr • • Bltr W • r �,' 1'••Mv,!.V+.wt-•.:••,�,, � (w,.:,' r rmm�u»'arl eriX • • • • »w a "•^' ';ile:+i ++`.Po+a».� um.a w rmv � w uSoiwr o% ., .»e�i,u..i moR. e o nT«n +rx ,:r... 4mx. w ! s :cr,""•:+eP ,..ww. ,r (a4wn. H T]iFll'D Mp � ,m.H rmaRN Nt! YNaM sr:ouP N rtU»Y M l+e:W wM tls oEbeel WwArvm ,N �r KwSM+ .uw�sw.l w�xK.iie Gr ODI IIeNnrB l+v �eslMEale ��-.yg7��)^�ry� rX.e wMr ra:o +. Y.Pgx utl,r»4 TDIOlvcaud elrb. aiL-E.. R!»�n`'r'�_nvia - -„/r•�EP a .�: ro r$IIr�: �»r fii �ir.� AMCRICA"Y ••n GREEN Cl PROTECTION P,I ANKFT DETAIL LxIGDiRD r pE'eKTAOIE NOHY�NiD rlNww F„�, pAp ITN•[ PN APPaPr® CaUK, COREREO OVR THE PX•E euLT r _ !• PnnN InlllN 4R/.Pe. MSTT � NO L�DARG�FR-INPN = v x xNrziee. oa+P.LT N .. n�w•TMRr Lxr LxNan OSNn LIAS TO A OCYNh' w as 6V TN¢YRD PNCLOR TElT, a T!4 ruxmun Dar cal mr K cwoNc To Asm Oc� 111E STANMMI PF%✓_T-.. e Trsi,Aa:wriNc A !' . !E• IXi161R0 eItYDTTRC[ IOYI " rJriI LtlIYYIIXIXMTI°N 1»E TMD A4l�EpRl��[ALN 1- NGLEASKx • . - � LlOilVGe CALLID PORt N THE ilANIT/ ro AvaD .r,IAAluM PNIrCiY �� `. � ". / rOa ARW CAu _._ roR x%aATM, ,-�Nfli.Zw.�n@DYIG TO !• AN+E PtxmB.'t a�Ntsv�t�iRi"� // �-fJp/!Lm nTpK TYPICAL TRENG14 DETAIL PVC GRAVITY SEWER rbYl1 ORADE� lbrGraD u. oerrli•%E � OYH PPE. Aae as .rra vEn ram. suer � - a• erla. rnuvl f�Noe EcrulvoAtEP rNtcwAl 7. rDw�AciAYeA• arts To� 'vtDaaw ,O bm w ." � . !!• orrlPioeo Iol»Hare raM ' �NsuutlPN. IAA nEs urges. rcN NOr Imlu AmvE %suwtral . • / TIINr twra nrrccmm. nriALl W�Ep c.LUD raL x tNc nALec rae New �� to � tAeo�v ��wiroE -i' �-�RO•yED STUE TYPICAL TRENC 4 DETAIL HDP" STORM S W R Ntn :f:+'a 2 ,1;t:: TarcN eauvArNx occTw ra A -a;<• ss• ocsn-muNlar aarrE A rya c nae e"i::.. • / •rss a ewbMA. uwsT Merl •�J:i-i TRCa>I exuvAnw Oca/u x neAvrm Inks uxrKi®x u• b'�I"De arwrrcg1Tlow Lw r � •• MLE �., w..ct� Aw�,eD ?iP AwOaveD •..511• FF,•ee:.1...... v.ur la_.l•F.IK N� TaElnes lllAll ren osuw TAuwRw rasa To Aar Prlsawel eNreaN+c A TRHKN. f. Amv@ilN �r� �T�Ps�t x AP6T�£D iblEa£/eR MLbMF 1. All 1101R bl(H WTPttb+f VIIFL INK L!, LA! TIIb TMeK A) CRA9n FE° ae5 IbTKI[D AT fX.N 2NT. TYPICAL TRENCH DETAIL DUCTIL IRON L.IATFRLINF x>re as PME PP[ � � CIL pPE T6 SIlIDNY. I VAaIC r .- TG PPAPE (iJ Y1' LNPn NIIN qK YIfG I � lLnuelt NurTm) taTrD wtu OR AN NL P.TTXIGS ARL M INK CEP TPOK ' rECA-Lw LenANal aAlos GAtE vAIK--. \ `` OR AMILNLD Bi11Al AIUiR TFE — NAtFa LWI '� % E 10lM - TNNIDt !lK v4 OlAiwD S1tlNE IfDONI:_/ TNObi fNAta eN ? TIKx eWCi T�eT n�G!!T! md[NivGTM NR! TMf MIRAE1e w �+rM m / TYPICAL L-LATER SERVICE COIN CTION DETAIL rarrne oNE LeueTN,w PIP[ obtse xll[R v MNrlvr NATea i- •ANWTILN plTAlKE PARA� I-EI.- IN5TALLATICN CR•'�551 =`• WATER - SENER SEPARATION NOTES o E� � wn wr Lr.�r rw rccr IrrumNrNir race N+r cxurxc JLL wmrosm I+ATEa rux *ss u!r'wce yxLi °C .w r�wo No�aawr�•E a rx. waee nnrienw as To i.rOSE, anccEas, oa on�a 1w.wN_ uwano.u. gpyY Tpa aE}Nepl nplge NO IMtHe •MES, 1MT6t lNE rMr !E N A SIN ATF rPBE71 OR ON MI IaO611IRBED F/1RM x1H1 x LIE lBleR 1PD101 PNOVOFD TMT t1E BorTOL w TK Nnl9e UE e! AT � T r�xe s A �,c 1LN: rw a TUE m w ETan°Rx�rNm.DPs i°ao s�rtsa.eer rEs°�iTP m sor'�v% Lve 6 etNiT[n PIOGIe TO YO.IE111G. NO l XL 61NLL GE Altdm Kee tLE! TESL. iJ! .!L INTER IMJ6 SLMII nE LND DOIF TN T1E LMTFR rtW µTN AT IFASr r 'LAMES Vatr✓t ClE [ 9E� 91 rue Tw w ruE sr+ert AND Tue eoLTon w TLe warn LAN. r� it Tyr rs?PxrL[ to rNwrAw ,ee r brMen r1�iAi ue lE u—Lu+�r � s"�r..e � eralae rwr pe LAP NwE ns w _ 17 r1s �ePsvlz swu ap AaaNeEe so rarFAEn APwE ao er,DN.rl.c uArNP,ex Wru snueR AANrs As FAR b rrvsx.E Tar., YMIeR tbNr9i 3) M 'J[bbR PIPf MIT O[ GQ6IM,CI[D N INTre CLAM TANCMaV3 r. A MNAI.f1 pnTANPE w ]b rECT M[R ]IC! a Tle CKGOIeY+ OR A tOfAl a iLE� AIT: trb:Tr. IlKIe�Lt n B1 TOt: 31 Tf� 9GTYx CRCipKTID TO INTER FMOI StANMROS evlT K PRlShc4e TfnrID 10 RVNTNN W rsl rOR r r WJeB WTlgtr LLIFAGE PRYR TO A GDATE StfPKIvaAL SVPPptT � 8E PaONLED FOR TNf rSflIE%r OT � LWN6ETT0 TE wl � A �R TYPICAL WATER -SEWER SEPARATION REQUIREMENTS mNrncTe ,u.lsr .lac Au rrrlwo ARc m "� �v�.Ns I.lorsRamEn wa � • arTN.eR o..ws epePaawrroN Tw ,:Are +a.E /ram r1�EWi, I yr eFu.1ND stale eErwle_/ uum as AMRO+m rN.w. TYPICAL END OE LINE PIPF ANCHOR TYPICAL TFS AND GAPS TYPE nNDe„,1Pb v r IC Ai'1YYS N fOR lY 1' !D !A AO nA b LA 6A W N.O yr <.° qP MO JP,P lm OR HO [Ar• .A TD rD 1I0 THRUST BLOCK END AREA 50 FT BEARING- AREA NTS PwE CorOrrlores TO iwEgLE SANITARY 5EWER MANHOLE DETAIL �aaloir mw'� • llFtn w A Down INNNTA M PPE UN, IKTNMr S _K Pmf® ANP NArrn s�aeNQ eon uao Psl calrwcrq. l.ornarND RON oR TIA�ua,rAA.Y rn-«KrEP cnA�F.. ��L CATCHlBA51N DETAIL +• TwsaL - MRt� Ji .1 NW x; l TYPICAL GRASS CHANNEL Nrs roHIrYIOtE YIWe AND rAvrR L�L�� CR AN AiP1eWID fLLLAL, ruaNED YioA+• . , nNlx, 4tADE I I IlT4 NL BKI(Flll tJ BE I I TNOaO11rIlY rDriALTm N asx a TNe rv.xRnlT oar I -!� Tvt' I Dl1dTf LONI' Te TANOARp I rM1LTOR T6T, FIEiMD ^ I ACOAtDMG TD ASTT EE'e. I I I I a4 I A�r� eAs I I LnIAL r+>m s I I ul 1lalTllmCO !Oa - TNEa0007 EPlKTm ORAV6 TYPICAL STORM MANHOLE DETAIL 11rao1gLY tDKN=fm x _ � I v..P wnt °nA.s.°�9w1 TDe°.P I •' `� - I C9wn uW6 rll[ ETNW` RD PROGTge i6T, 16fiF?D 4 I // /44taG 10 bm POr. All •Ir! dJMIKTYNb nNNl t•E nmrfo LAND w.TERllwt. 15• -I � - I vL----------J ublbTLaND bal oR TIIwOOPNLT rRIeKiED uu�Ta TYPICAL CATCH DA51N DETAILDA51N DETAIL F ••\•lerll., �yNo 720�� '•rylMns•••� a 3 3 t j Y s 3 C a 6 6 4 z W� s go8p 3;E € b g �q y6 dgg $a ag j h spy s}� s� 3 9pg 2e w g Q. ti g �!$p $$ sit to w $ !igoop0 �� i.pa p Bg a a 8 •c�$ id i653 t!3� Q pL g ga g B E s s t L 9 9 iE a 3 U , W V7 3 lilt S? a gr $, �$ 3 3$ � �02 U v B 8 aF 4a bygR ¢ Z $3 3 s m€ Is $33a� k; 3 cq� a Q V b a €E PIP I p 3 g g ds @. E 3 3 34 a g{�O� C� g$ 1e3 t by�� $6E E n 'BBBe aE a3 a3 k3 b a EE • s d �ri W ;Y y ¢yk�99 r j 55g yy 53cyG y $ 5q x by n 'L$Ei �.Ed ♦2S$ 7a;Y�s $� si� iY EY �%"� HE I! 1a �E �a AI 1 d�; ��� � Y,. �4 € all as 53�� 396 l 3 jie3 ¢ a qua d� B ea $ z' 'Haul � � F fia a "Y $8p ► t o I a Eli ak B3 6 3Wg '6 P � y) p84j(F Isi3¢ ppp 3 {8E' v ny yyyy a f }} {y3 F yS �jj `qye 9a8j€33t}7 a lS sy9 $ } YPa 6�f9a a{ CEE Yga Fw'E°EE F97 9$ .0 b 3h ° 5Sga9 log! � t5t5z $ pp6i5B.i.ypp �6y�b�s �Y�It i ,����5t3 ih�y]j(�l a I ? Gl R,1 NJ N 1 9� !! 3 ��zFa M? 'fib s 3 �: � f� � °i ,Y "Y a ��X$6 s E �'.,. i� Mal F a s a y wit Byfi s� 'g 36 3 B 3 3' $ �a kgf gh$al j a`s 3b `:g- e� B 633fi a3€�$3 § s 9 E;� a' 1 ps! 01 a $oi a , 6 ag B i 9 a 8 a. g f a a a � 3a s j ll,p Ill"? " a $ eas rggpp$ �yy # a E �! !� € as°h.. 3 g $ 8€ a-b $ bj 6 p �..��c°.u• s=a� Q UI ! �3 �3 33 3 Will €aY 8 Es .fa y z 1e 91 3 3 �$ r j � s P 9$ Ise k 9 ag aaaa; 3 Earn$ i. 'd a °tar3 $s$ 3 l a n b�$ 5 $ 3 •�$ a l3 �� E !$ g�� .a� � jo3 s �rBg3 s �. �����-{ �5B s too i s G$e g5$a a s 83 3' B-.$ a8 g8$g 3 if 3.$i 36 p7 Y tl y s3 Yi .�3 6 a Y, g¢ f"k t aka' bE E2_i� MINT 'it'll c3 as 5 3$j. p 3`' fE :° a $$ sap' 9h9 sb' j c � $$ �€'33 as s C €_ il �� f � yC� s� dan�l�= � € •' ga �r � Y �bBi �3 3 33 s b$'p33 $a3� x= 5�.�BKa� ia�� a s�d'i �$ r �agaat a� �-`'�� �_- 3h Efs A all fk� 9$ h bB1=-$cg 4 E 59 a E �' e a a 5. r�gE yb � 9 g bt E �e� 9 S�i 3 � $ r s p i � l y> ply a a 3 a € y g3 4a 3 3a� p a}•a€a ply f3g� �:3$s�a_ ��a $�� � � 3 d�I� 'hill °�$�ai b a8 gYB$',d 1�jp a "��zhE3y��.� ,�$��8� �s d�e�3����i a� 9�� S�B b g � % jae e $ bj >3-�€ F� a ` $ �`s # I a ��g'$$ I i a I G 11,11 a of bg'�A3.3 eggsr2�yiyss55 S6sFYbagg�}!j6 �ay�yF s¢la`y fa��9r"fib $tBi93R=$ se I ��iprla]�a�° g Its p ai aE g gye6 .3 gh63 i Si 3 S� 9 S �� 36 33 3 Sd iF $ b •a $3 BFt 3�js�$ .l,p6°l 8 a 9EE k�Y Fsn'a S OUT §a tfi-pE�a'a;aa g t�a gg , f r 3 8 C8gfQhpkjB $� � � a $ 4 € 31 t $ a I ssba ai 6 3, i 3If Wool il'i31 �$ �s s .� �� I b�$fbq 1 B33-g§�1 pgE� �° � � � a �E5 k�� sa a1 s 3 ah V1 3az-I a a $ I gf-B bpNIP $��3�$�� rb�3ul '�$f a a .y i a ,4°i€3 n; a ° 11 $aye ° n3 �b a�i� s $ � 9aj l3 a `i E a 'j s will, 3 p hi � �v b h�.fk � $� 639 a. 0 k ab6 a' ! s 3 s a a �§� sia -s9j a&'Kf3 $� j a a4j4 pill 'y`w3 '6 i$!� E K f3 ga E }' ��u 9a� 3 - f E � '6 d� 1 � � j a 3 E8 s ¢¢5fi 3 ad b 3' iF Y b a _ b =p � a a e d> � � B� �, s- iYs a$ § $ 3 a$ � �, g t § s`i � s l'a l3 i s 5$ i�� $ a 1 -e a tons pB E e 7 fi € a® 3 a�ejj A $' $ a ! E 66 gg F5 g33 yy 3 i8 6 3 3-t3 p! 1� 3$ gg �o $ � w agg$� =a 3 � g f s T! $�k $�o' 3 an a9y san Y9 a CE%y�� y�g A aa3pv ks r9e€ 1 .$i y� aig3 3 v 3sg ba s'z 3 n E 9 a a a y jf ty. 1��..b 3 ! d� k { a'�$p4 ia3 1,11 9 x $ i 3 -is a ha IC3#- 9 E°.3g C E = 3T°�a 6s �33Q ���+�99B`p9 '� 5 a. ul 3a � a g ° i§p$ y s"n gs$a �$ `s$ a� s a3 B$$ € $ a'R 4 ���"�. -� � +6r € $ # � �� �� i E.§� 3 �' ik� � Hit, •t►�s -r3 h � L a 53�y$ E y a �' hE`$ 6��� ga 3 3a t6$ �a a$ r �� 9 pp yy��a31is;Iim,1; IS3 t�� �3��.c��a�aa��€ ����i�3�hbi a�8 �a���� � �� .c ,� � � ��3"h�jB���� �8�� a � � ��e �n B�P�£saE���$ k 3 i �Eg;ge g is $ gh' $ a 3 4 54 k $ 6 3� b Fhhap fill. �s $9 • :F' p.c a 8 9 zr � a 3 $ $3�fr � $$ � � � r 1 3 sp z `� 8 .: xE 3.F 3s 36gd lair a a a °,e9 ' $-b f. i� 3 36 3 Y�� p � gs�g��B � g is Ups $11. $°s3 � 3$ y ...° �5 g ! 93{F : s RyY a 5 $gaj33yy a$ ' g g �jg$,t 33& I 19 F�� yi �� $° � 8 3� f$ �fa� fg° 3Y6 63 � � a� 3 a3 Y9 IlE g$€9hy g' 3 � 5 ° I I5;3 �� a�i brb 6���� � sj s 11 $� a Sb � g�p�g� �y�p� ey� C 1110 $9 3 4js ,E s° 113 ;m, $wad yD6 $ s !3b 3 3T 4 3 y8�q� pgg63�$' 6a.a� f c is % &6 9E9 5 8+� 5pg Bis ,a3.E a k�"� �'�zaa � E�3 � � a 3aa s$ 8� 3k b sag$� i .4 3� a_'¢ a°i@ 3 'fe a a rp3 . S i s"g s b a a{!g p $E a l�, .. -. ; gg a'•� �s3 Base jy 1s9�9-� M ` j{d5".Qee 66 €{ zF $6basnZp �j yEggynpepy_a 3L °�S ES d7$gva n9aLaM E .G 1 Bi 1 FB d 3 a rc a$n9 a9g 3 j ' 6 a$ $$ d.dd 35a`7S k ¢3$ 9 a ; t �y9 $ 9 3� .i, a3 3� n �. � e € v � � 3 � � � � 3 F� as �` � am too a q � a � $ � 1��. �a�$a E�a�xaY � sa� call PAR In g, 39� lip bx� i�a 9g E� � 3F �3a � �� ` s 8 i s i 9 y pi 33t $ 699 1 EE d 9 >� i > �a �� �3�� G�ie�5 $a��a <ai af35f4 3�a 3 1 ��i d3 � 1� i3jj�k� 6 a5}F- g ps� yt a cqq3 " 3 3a iy$ +3 86 J; 1 n JA saki` aE 1b e c $ a $. a3k i I S IIE.tt 33Z8 y ega.. aic t!yb igag 59'e�b ti$ �s6s ��"$� � •s � nBj =� � i3 s'a. 3a �f 9el aS $ $. pti sa'gpRy5i$43�y yEEa S € 66 g 9 9 a aF°a 3 aE b$ i s Y 3 ga. B3 b ill y pp a 3y g .Y ei14g11 3 F$ Ba ,�a 3y ' $a � a �� i 6 a 84 $tt BY i a rj a f � � His I F, $3& h B6 6 a i g r § gE.>�$ f a n dill i �� �`a �$�-� $ b !, � r EfY y E Z g3 ��$ s $ g °n as p € f ¢.4 i� 3 � b � . P 9 �h � � � I� 3 _ ��a � i � $ �f g e�3�$ d �i � �8 �3n 3��9 g lot �s hj• i �h €� i"3 >B a$ a b a a� E 88 � j a s y a �j 3�k6a Is' a � g3 ��$ �� l Sae 9 �� � ➢ 3 �3n � §��� 5p Y j 5 z� f�% ,-. 3' � b s53 �B i a gB .a i s EE Y a x ! �y $ h d E 8� a s, b. � i A �� -. � i�. �� � y >� .k a�aSG �$ � tit n 'j B a gg 6 9 a� a�d 8 e S G zgi its! s It 9 3 as i$bg�. 4 ��sa lilt 9�s' �aasn � 9 3 y4�ra 1 1 a $a hill Bilil.! ���aa 3$ in< c3 �i a e r b a ea �,E t ! � a tv g R�] 6$ p s 8 ! &3 $` n 6hs r• s j '�. 3'3 3 $• 3z�ggi Eg 3�5 5€ & % x {{ e�3 �g 33 d 1 �� s a3 g 3 - tz � n .�a 3, -`;g $ 8�` $ is3 �° a31ca 6 b' 3f_ p €B ,Z 9 n.€ 1a ae �E.lf8 b" $ Y �$ � � � ��� g � Ip8- 9��'8 � §3 4�a a !� ��a a � � a Y� pit s �. 3 � t 3c3 8 $� 3��§ 3 q I g si t f tg9 q a ! s g a tacit a $g i3 a alai s a ° a 3 311 %h 9 D5 z- f$_ _ e ba $ sad' $y�5g ea i$EEs AEI �i a glo m�3 €b a p" �b 3t 5:i° � B ills! � 6 � �'�b 4 B -aC wE �. 9afi Y � SG-i� y ! 6 � � ��1,11i a� a to �`��1 1i• �€� .- � c $ 3 s 8 83$g. € p¢ } Be g$.' b-a r s a s7a� ; i �d. h $• $$zip pi k sri 9C, i F$a 3'$ r i 34 3 ay �a. .$b � aj , a6$g.s 3 3 $ pit! $8l��a f� � 3 ��� � ��ga � b g`g za"�g5 !gi j a i b $ a•1 IEEE 3€} 6 3 7 rR 3� b 9 3� k a E a s y 66 �' 3 SnE11= ' it EE 3 E Ej b 2s h b fa I.'�s '��� �y! lolln4if3e3 $$ aFI ka ,$ e& �3 33 s f 9 3g4 b a �g,k a. !Ya+a j.8 ma 1 ts.g 3 bh € a ys 6R i. p si ! e I i $ 9 A 3. 66 - !. 3 3 3 la i8 a 3 1yy 6§ 3¢¢.� 3a �g U i g .k Ei € e Pa.g a i' aF 93C a i s Y b !- a e8 ki �€ b a� $ b.i s�-kaa trim 33 i ez a8f g oalla faeFpasseI g$8s�Ei.zB' s3 b ¢as9 3yy$s ' R i 8 n a $e Y 3 �+ a €i a " e 3 j3€ J"a A fgy k3 i a Eg EB9 c a j $an¢� €z 3. =r� f �F ah gRa a - 4i, a �'o i 9 a 3a"g { }3. 'a'S s a3 gg f qq g . p.y E ji a `y5 b5a° s -bill 2pg a' �3F {yg}3F.� 160 a 3 S aE .c9E1PB 3 nsgE4 4,,. s h i 3 z a Y U o 0. sr LU �a� ¢ co v h er W �_ g w � � s F #'out apt F �4 3! F Jul d� gun n Y�., aka j� PB � 3SLa $ x t 3 y 11 iB P�a�ik a!E! bj .gg $g h a Bye$ ai Y" ph �E a a 5 $ a 6 s i ii a s 3 j t E}}a a jj #R s OJ OfOJ. �$$ � fly], �]s€,1 1k1 i� F ��11g I �A I4a� ' s SIT9 .110ffNJJ1. 9 l6 L d }s h x;,ll t 3 �8 $ai ; 4 i� i Bia fi `r :it $! m) ° 3g s B � E � $ a s s bs �n�RRiSR: j as F a s 011111. as g a #i t �i ja gga '� �3 }a $ill s s <ia T Bs Yh 111 <P Ply 3 s'B §# p x ik a ab 3h# 1'$$j } abe a P ! ky p« b $ 3 ► '&�•a as a� ( ii a$ a g$ $$a n E ! i ff lit xx $! as ¢: `j ��.�„4-s as s E s ! 4 j i t3e{ $# lug <3 s ,Py s , 11 m 1i i $ y s bj ill ..d--_�•n � YS j E <�3 . 9 $7 y�#E G$ ylug $� � 3a�E $� $ �rJ �y .���� SF T �x� a �T 3 " °9 �4 � s �L $$$ a is §a�3 r �3 t $ �,� � is a8F !? � � aP.x j � �! y g<� � t � a4 < PF $� 6 " 8 n�Jo4gpe � !$� 8 �� "Ss� 1 b NJ I I� Ab i 1°�• S e �° # $¢ as 4 k�S $a ad ;Ls BE d y • i d ss E - �11 a •°g� iaa t E P sy�. 4$Yy ! S S- a. a�atb�P6BB sagys n, y €, }aj" $ NJ! 1" 9 aj$p` , i B$ fl ee a r g r�$t a a' "�. x� ��� y aE $ All y4B E ag� Y b�;��s P�� F ist � in a ��.� � ,E A l Ily � sl33r�y ��a ui � Pan}.� r�gg3j �B y.r j9 a s;i al § i� as $ $ 3 a dab• kF heal �� r1110 � i}Sa a BBiS 49 a as iat 3�•� � it $B�a t �a! a c a �6$E �8 �. 3 q� 3• a 88 � � B 'pi � 'B� � ��E 9 .� � 55 a< � Es ha3 E��. 4? a3g� 0�0� a "yy0a E # a. a jb$ s agAa $" s g a$i }e a aa��b $� ll as } } .a lag r 3 � _.�° a � $ 3E} s �- 3 b $ grjE i:� via aeg _ F a• i $a� F !a bt $ F i n yy L lilt �$ } �3i � e mJPjsKjai ag 1BB � 3i �"5�. �• a p ya ,e ! �g 11 � $$ g a s"- jE 98 E ! 2 td 888 a $a. gB s 3T $h }� oBP 9e3 4 bs�ea $s� #S 5s$p�'�sE LB a F a$ B s .�' $ ° } i $-3 h fi I �a w US P c t#, is $to s a j d if-� � C a � a ��.� ��� $�a �j3eYg'' 31 ` sa $ M1 W! tit 6 E # }Ra j a' 3 � ' nsY �Fsti' 3 E j $ ! 10 i 4 ai a 4 � }s � $• $ ;� .€€ $i' � �b a�3 js a k a � d� a i g!s Q =s 'd CEP : § ,g ss• a'$ to E , F rig q e F !����a �6a a �°2 E 1 ii � y (14;11 ;°•Ji "q-0§ $ 5 $� i, �>j�i 'b��g $� t ���. is ypF s �g�a�p s� �d t�}� t�8��G�4pp�zgk���'3t'j e� y�E 9ia$i�ssa�r8y �$1 ,� ��•g' 8dl�MI i' I$ -a _� IS J,Bto > 4 �P}ia;� Ill � �$a�'C h MII �S R I oil 1 IS �a � �r i11 � ;'11 tr$ gil 1ItIs:3ia� y a s s x I ra$6 ` i j^ Hit Rq bI b E Mll I s i $} a ig� By�F $ �$ j6 s s#. i�e��gg�aB its fi b� i� I� a � } a� Via$ a ya !a e$ y9 i �a i $`d � 3g �. E �sj. E i �€ eh35 � $ � � Ey s �.�..is� � �a� ! @� � �� Y $ � sit ! �i j $ i a li E l � b6 P$ i ! b$E s i# epg" sg s s gg ae 7 F a h a' 9 pp bE 3 g L 9 E 6 a e j � T § g �j6 �3�t �t F�iye3� $i a � 4 j� }� 9 �3 e j } a �d€ t 1 is � 5� B is ,1I. i.l ° gg fi s ,; > s § a g } ; a$ fist ,S a ` ��k�� i a$413 >8s !o- }$ #d y i j to P s.p a �ga 1i g i Fa Q y� b i € a0 � � 'H � a s=. s� �- s �s e i §� 1x! i g s 4g! E � E $� � ill 3 � b 3 � � � V Y ! �!� � x$ �f ay 5 6 E s 87�$ B ae all P iii t i" g a y s _ mall a j 4a e i a i sa, ifiP. L @ �! $}E1i p = 11 x $ �a�? a 6 f ak 3 3j y i$ a s s a3 #$ 3a $ab saa •bSa $ ; ass lot a J; o 6 El �s E 3x j, # s B a s s �3 3� g D � � � ��s �E j � . �i j a a � 3g E j �i� s$ � a r$ j 33� a {a yy $ {' ! g a_ � 8 � y Y a l i 3:8 � $1 9 A sly ti 5 � ��9 1 °3 i1 H .� F� h 5�a9 a�2 � � ��~F F�. � a �$� � � jti fi �_ C "All i� � sg iB � �� sE 117 f> a!' �� a afi yi is ��$�. �'} 3� � }� ��j ���%� 1111-14 s �� e a a§ �� i�s� �}�e p' s s p ��8 8 E $ 3 �E $} r i$ e a gs fi E}^ 3 g as iH gl8lit E $` i all �F ks E ;y� x. � }i a 4s $t= A$ j� 1_ 3 $g - 6a a }! s$Y't s 6e� Pti� F-e 3 " s $ B a lit a ! Y " $ $# 6; e i i$ E EP k y x i k a .! a§ a� � a 4 �" 3 e Bi x €- e • E'$ E fi� A:b 9 a,g y , h 6� g, E$ s$$Esh IN :ga_"g B^Be$E_3Eta.�j �i$3g g 4§3i`od ifi inn, 23 z3 � I� Sfip� 7$�� �i��l�� �P �.� F§ Z� ys5 is 3ifi $vas Ill j €s 6B .P E I Ypaga E E FBjKe t $ i§$ ^�� ^ � 3� s. � s $g.$ a i �Syx laF�. � S SS gE Y$� g 1 11JI ja v :i$l 8 98 Ply; it-ill!$B$'all b� 6 ca �.. � 5 �� � � �� �j � i• a�a .i� � � �s�4 B Ry� J s ra.E i BE s 85 �Y E � aE S 11 .c -} 1.yifi1 i � k{' � ih ja g c!! h h h 1 2 .. �^ ti i;§ d 6 �E s 9 �gl• '�i b a1iffilk , ia 6 '� 5i iFy9" s j ski- aas9 'h g a is s E ! s e lit y. $i $.� • � b Q �$ gy s % " �$�� � Ia� 9.g �,€R , Y ��Y ,mob E Ei y cx}ysy f x ;g e, }�3ra" a �s ��� S 6 � Fu�� �'��E� i �. ! 9 °��� ��..pp g.4�x E f �`•b i0 � i T $�'�3i '��• � sB� a E a � 3$��� qE i.s 3 jgi3'i iyp P t <1E g i y Y si YsP$$a.� Y $p sc� I � i $ � � � E- a. §Y E °{� � � a 4l sy lgs�a � a ! 'a,L � �� 3 •� p'� 3 3 5 si � ��y � � 999 a � § ilg !! ? � _ !111"���`�111 I ka h 3 �� s& a a a � &3 s pO`Op�r il3 q��4 ,• �4n�Rp•0d ` 'E�Eglee fit§p- t gg It p§a� $a fi €8B-0 pg1i ggagg gg $ a g} P1 y g -€ap 8 ti _$ ii n69 $ n BFF $ $4 Ya. 4 Q5F8 9ai n 12 6 POW; i� . i&i� , y$ n�a 5� $� � � z 3'� ! ° fi 1° 1 lit s g`ig sea i P 3 g 3B $ g f i all, S. 3� e� a 3ga� 3i gg �n 4sa e fi �' g $6 4$�•66k�� � -3 Bk i� as�b ���� �i �'C 5 � E y Cf g4 E i E"F$ �E E �fi3°g fEa aPsx i� s i Ig t §§88 0 7 8 & sgi a ga fi r a s '�,��n fi.fi ~ [Sd Bg 5s�� g�; •E$�� 5r, 4 'hit �?�° ?$ F•�� 111 d Yii S c1$BE_ 1 wi b 5�sa6$�-1 0 a § b' ! ak a xc n n 3 1 a$ Ili 1gi 4 big gg� aka k Egg' 31, s g gig a t Hill ' Ri y iy E F ai m u 21 this T PIZZAGALLI PROPERTIES, LLC MOUNTAIN VIEW OFFICE PARK LOT 4 SITE DEVELOPMENT DONALD L. HAMLIN CONSULTING EN TINEERS, INC. 136 Pearl Street, Essex Junction Vermont 05452 LEGEND tj .. �-. .� �,. A ��..• T¢iTc,K Kl[ r. Olt V K Llwl � ItlNRWIG 16L O x11T.'RT RT G %� bA! df/VtlVf gcu • wlY•IL W VI1K j f n.ue � " wrur ua .efv kccNKF1C,15 TIrB � •iW wuwa.s ,•es • rva •oR —� O • n • • © 0 e rncG oG Hm.wos �anax .� Ta�cwi,t G•oreRir �mt euueHr ww rrt Ga•o —�— w.ree uc anver xnna� —s— awrver xi+oe u•e serx ruw�G —o— mo•n rs•n ur•: ro�iw.G .+wine —o— w �K rnn�us nwHxe —r— u«rraxo ,¢wrest oa�uc++. rw.aG —G— uour�a+b asnrx anm erw crv— inoeexrw unt •nr+wn SHEET INDEX I OVERALL SITE PLAN 2 SITE PLAN 5 SITE PLAN 4 STORMNATER POND *I 5 STORMWATER POND #2 & ER05ION PREVENTION t SEDIMENT CONTROL PLAN 7 LIGHTING PLAN 8 SITE t EROSION CONTROL DETAILS 9 WATER, SEWER, t DRAINAGE DETAILS 10 TECHNICAL SPECIFICATIONS I TECHNICAL SPECIFICATIONS 12 TECHNICAL SPECIFICATIONS DECEM.BER 2005 / .__i c .• �1 r� __- ----- . -- MTalsiwtc li77, 40 0 40 80 120 � { --�`_— ApD�yE��� r sirnve wREw vi-rl«r �� AlD1lT IDf TO BE pSTvmED Bufsvt rale� - �- MT.ILL �IIOY1 FENIZ AtD1AD BIIROE ialE DLRI1IG CONSTRUGTDN .. 1 } IIIII 11 n • . 1 _.._......... I. Iar . Ivr s PROJECT STATI5TIC5 _� �+ 1 AREwtAcr +oP, nor e1zE I•.� I loon n.m Im.o eultD+rr.<weR.c[ oca •.�+ m.o om jD.D PARIONG 1 ORNE fOIQw.[ 03.E �.E O.G OA S+DEMALK GOVERA4E i O.m O.O 1GTAL �i 3.w M.T 500 O.G O.O A.O TOIIMG pETRKT. NCU5TPIAl 1 OPEII SPACE � ]B ]PAm]O 9PAm (T�li 9I . ] STQBG7 � 13PK! PEIf 150 9/ iiA) PRONDEP Tid SPACB , \ I j � I. TOPOORAPNT d lOf9 A AND 5 6 BA9Ep ON TOPOGNAAEC BDRVET9 PERPORII[D H 1oD•i \ I BY ORWD L NAHI.M LPIEULTING ERGINEFRB� WG \ \ 1,• ]. TLLEY ORM VTEITY IOL�TN]tl SNdO! QI 1111B PUII AR! WCD CN A PLAN MIR® 'TILL[l' II Et6pVGIC1{ IEdAWiAY fM1AN VIEYP• ]IIlCT Ai DAT[D O6/]Vbl AID IAST \ � REVroED OWI/t3, PREPARED dr DGMID L. NAA,M CQI9lLTM4 BIGNlFRB� PIL. \ 3. ELEVATILIE ARE BASED CN IL°<® DATw TAY.BI PKn A B9YNIAPF wT THE RORTNEST <LgOt pr TE NBI pfiMO lIIDfgC PR ILICATm wOKl6 EIIOOTAI[ M -• ` f TNAT PPAYt TIPROPERTY. BDKAIWOc fLEVAT1pN 1M0 C9TAMED fTC11 gfD TascvPE.E,, BIrtEMOioR. vavcMT. , .IEPIIEIIII II 72O11,Fu- � 'TFbrsR1� 2. — i, —1 11C rY OU.7r1YC-- LV r 4 EY BOTANICAL NAME REES C Amelanchier canadensb F Acerrubrumxfreemanil'AutmnBlaze' R Acer rubmm'Armskong' D Gymnodadus dkticus C Pyrus calleryana 'Chartckme Ga Picea glauca Gb Picea glauce D Thuja occidentalis Nigro HRUBS A Euonymus alatus'Compacbts' T Viburnum tdlobum'Compacta' ERENNWS V Coreopsis verticillata'Moonbearri 'S Mlscanthus 61nans16 F r Rudbeckla fulgida'Gokisbum' ce.1,,— —1 COMMON NAME Shadblow Servicebeny Autumn Blaze Maple Armstrong Red Maple Kentucky Coffeetree Gallery Pear White Spruce White Spruce Dark American Arborvitae Compact Burning Bush 102 24-3 Compact Amer. Cran. Vburnum 3 24-3 ENTRY SIGN PLANTING PLAN -- SCALE 1'= 10' MOUNTAIN VIEW BUSINESS PARK LOT4 South Burlington, Vermont Planning S Design 131 Church Stmel 8.*Vt rt Veennnt 05401 ph— (e02) B824)098 tar (e02) M5.2440 —.aewp.c P, 1pizzaga 11i Developer 60 Joy Drive South BUBngmn, VT 0640r 602.661.1316 0 0 2v 417 ee S-W 1'=40 Da. 12.29D6 13— ay. MKW Ctsdd By: MKW RwiW— Title PLANTING PLAN Sheet N—bw: L1.0 Pr*d Nunber 05237 FIRW 1.1.0-Plating Ptan.drq Soutt. Burlington Fire Depa. Anent 575 Dorset Street South Burlington, VT 05403 (802) 846-4110 Douglas S. Brent, Fire Chief January 13, 2006 Ms. Juli Beth Hines, Director of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Mountain View Office Park Lot 4 Dear Juli: I have reviewed the plans for the proposed construction of the Mountain View Business Park Lot 4 development on Tilley Drive. I have the following recommendations: 1. Compliance with all requirements of Vermont Division of Fire Safety codes and standards. 2. Automatic sprinklers and alarm system as required by Vermont Division of Fire Safety. 3. Fire Department Sprinkler Connection location to be specified by SBFD. 4. Fire Alarm panel and enunciator 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. Lastly, the parking scheme as drawn presents a real problem for the maneuvering of emergency vehicles. It appears to be a maze. This should really be re -addressed. 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 by myself or with the assistance of the developer and Vermont Division of Fire Safety. Should you need any further assistance on this project please feel free to contact me. 'ncerely, Douglas S. Brent Fire Chief Mountain View Business Pk Lot 4 1/06/06 1. Planting details and specifications need to be included with plans 2. Soils in this area of the city are often mildly alkaline. `Armstrong' Red Maple is not a good species selection if soil pH is above 7.0 3. Continuous planting pits 2.5- 3 ft. deep, filled with topsoil are recommended where trees are to be planted in the parking lot islands January 7, 2006 Donald L. Hamlin Consulting Engineers Mr. Jeff Kershner 136 Pearl Street Essex Junction, VT 05452 RE: Mtn. View Office Park, Lot 4 Dear Jeff: The South Burlington Water Department has reviewed the plans for the above referenced project. Please find my comments below. 1. Based upon the final water allocation request of the completed and received Application for Water Allocation, water service fees shall be applied to the project based on the current Rate and Fee Schedule. It must be recognized by all developers that the Rate and Fee Schedule established by the South Burlington City Council may be modified by resolution at an open meeting of the City Council, and therefore subject to change prior to completion of the project. 2. All construction drawings and plans shall have a note saying "All water line and related 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, henceforth the "CWD Specification." 3. All water installation work and water distribution material must comply with the "CWD Specifications". Details for this project must be the same as those within the above referenced CWD Specifications. 4. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance For The Control Of Cross Connections Within The Water System Of the City Of South Burlington, henceforth the "Backflow Ordinance." Please contact this department for more information on backflow protection devices. 5. The above referenced CWD Specifications state that no water lines shall be installed after November 15 or before April 1 without prior approval of the Superintendent. The Superintendent may restrict work before November 15 and after April 1 during adverse weather conditions. 6. Six-inch Ductile Iron (DI) water pipe shall have no less than three (2) brass wedges installed at each joint. Bury depth to the new service lines shall be six feet (6') to the top of the pipe. Insulation must be provided at crossing points between all water lines and storm water lines. 7. Mechanical joint restraints with twist off nuts shall be EBAA or Sigma, or a Department approved equal grip ring. 8. No underground utility shall be installed within four feet from the water main on either side, from the top of the main to the finish grade, with the exception of storm sewer and sanitary sewer as stated in the above referenced Specifications. Generally, trees shall not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. 9. Prior to any building construction, the building contractor must contact this Department to discuss City requirements for meter sizing, meter settings, and backflow protection. 10. The SBWD shall be sent any future hard copy plans involving this project for review. Future plans must include details and specifications as required in the above referenced Specifications. 11. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances, water line crossings, and testing. 12. Further review changes may be required as this project proceeds through the permit process. 13. 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, Jay Nadeau Superintendent CC. Cathyann LaRose Doug Brent Ray Belair Plan Reviews: Mtn View Business Park, Lot 4 r DEVELOPMENT REVIEW BOARL l , 20 SEPTEMBER 2005 Mr. Kupferman moved to approve Miscellaneous application #MS-05-05 of Gary Rounds subject to the stipulations in the draft motion. Ms. Bolton seconded. Motion passed unanimously. Ms. Quimby resumed her seat on the Board. 12. Public Hearing: Final Plat Application #SD-05-77 of Homestead Design, Inc., to amend a previously approved planned unit development consisting of 89 multi -family units in 24 buildings. The amendment consists of revising the landscaped berms by increasing the height from three feet to six feet, Songbird Road: Mr. Nedde said the intent is raise the berm north of the project to buffer buildings from the Interstate. The berms will be expanded toward the units. They also want to add some sunrooms in a number of the units. Footprints of the units were reduced to do this. Building coverage for the project remains the same. Mr. Belair noted the sunrooms were not part of the public notice and asked whether the Board was comfortable with this. Mr. Nedde said there is a time crunch involved. Mr. Dinklage asked why it was done so late. Mr. Nedde said the request came to them late. Members felt it was important to do it right and agreed to deal only with the berms. Mr. Kupferman moved to approve Final Plat Application #SD-05-77 of Homestead Design, Inc., for berm changes only, subject to the stipulations in the draft motion. Mr. Bolton seconded. Motion passed 6-0 with Mr. Birmingham abstaining. 13. Pizzagalli Properties, LLC, requests discussion of proposed 36,000 sq. ft. 2- story office building, lot #3, 193 Tilley Drive: Mr. Belair noted this property falls in 2 zoning districts, I-O and I-C. In the I-O district, a PUD is required; in the I-C district there can be a site plan only. Mr. Dinklage asked why the applicant wants so much parking. Mr. Bouchard said 3.5 doesn't work anymore. Tenants are asking for 5 for general office use. Ms. LaRose noted they are asking for a reduction of 9 parking space. Mr. Bouchard said that would be OK. (1�4.ketch Plat Application #SD-05-76 of Pizzagalli Properties, LLC, to construct a 54,840 sq. ft. office buildings, lot #4, 192 Tilley Drive: Mr. Dinklage noted the applicant has provided 2 options and staff prefers B-1K. Parking is closer to the Interstate and the building is closer to Tilley Drive. There is a concern with people getting "lost" around the back of the building. B-1 G is much clearer. Mr. Bolton preferred option "G" as well. Ii[Ile r� s i c � c � j j c c 40 0 40 80 120 PgQPC5ED BUILDING — 27,420 SF — 271 PARKING SPACES — 1 s i DEVELOPMENT REVIEW BOARL 20 SEPTEMBER 2005 Mr. Kupferman asked where stormwater would go. Mr. Bouchard said with option "G" there is room for a pond in front. With option "K" this would have to be shared with lot #5. Mr. Belair noted that the regulations require parking to be in the rear unless this is not practical. In this case, he felt it is practical. Members suggested a smaller building with 3 stories. Mr. Belair suggested under - building parking. Mr. Bouchard said the grades don't work for this. Members generally preferred option "K" and asked the applicant to do a better job. Ms. LaRose said if something is built on the adjacent lot, a connector driveway is suggested. As there was no further business to come before the Board, the meeting was adjourned at Midnight. �z Cler' Date -11- CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: January 9, 2006 \drb\sub\pizzagaIIi\preliminary_lot4.doc Application received: December 13, 2005 PIZZA GALLI — LOT 4 PRELIMINARY PLAT APPLICATION #SD-05-95 Agenda # 6 Meeting Date: Ja uary 17, 2006 Owner/Applicant Pizzagalli Properties, LLC 50 Joy Drive S. Burlington, VT 05403 Engineer PropertV Information Donald Hamlin Consulting Engineers, Inc. Tax Parcel 0860-00750 136 Pearl Street 14.43 acres Essex Junction, VT 10 and IHO Zoninq Districts Location Map CITY OF SOUTH BURL,.. STON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING. Pizzagalli Properties, LLC, hereafter referred to as the applicant, is requesting preliminary plat approval for a planned unit development consisting of a 54,372 sq. ft. general office building, lot #4, 192 Tilley Drive. The applicant appeared before the Development Review Board on September 20, 2005 for sketch plan review. At that time, two plans were presented to the Board for consideration. The Board noted that they preferred one plan over the other. It is important to note that the applicant is now proposing a plan entirely different than what was presented to the Board on September 20, 2005. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on December 13, 2005 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements 10 Zoning District Required Proposed Min. Lot Size 3 acres 44.43 acres �I Max. Building Coverage 30% 4.3% Max. Overall Coverage 50% 19.7% �l Min. Front Setback 50 ft. >50 ft. Min. Side Setback 35 ft. >35 ft. Min. Rear Setback 50 ft. >50 ft. zoning compliance SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. The South Burlington Water Department reviewed the plans and submitted comments in a letter from Jay Nadeau dated January 7, 2006. 1. The applicant shall adhere to the comments of the South Burlington Water Department. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. CITY OF SOUTH BURL11JTON 3 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING The City Engineer is currently reviewing the plans. Notes should be available at the public hearing. 2. The City Engineer shall review the plans prior to preliminary plat approval. The applicant shall adhere to the comments of the City Engineer. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The applicant has submitted grading and erosion control plans. Staff finds them to be acceptable for erosion control. However, the area listed as a "topsoil stockpile" on the plan is located on lot 5 and cannot be approved as part of this application. In accordance with Section 3.12 of the SBLDR, the removal from land or the placing on land of fill, gravel, sand, loam, topsoil, or other similar material in an amount equal to or greater than twenty (20) cubic yards, except when incidental to or in connection with the construction of a structure on the same lot, shall require the approval of the Development Review Board. The applicant shall apply separately for review as a Miscellaneous Application for any grading changes proposed for Lot 5. This includes the fill stockpile, and also the stormwater detention pond, and the access drive. Staff supports these changes, particularly the shared access for Lots 4 and 5, but recognizes that any grading changes to Lot 5 require separate review, approval, and permitting under the South Burlington Land Development Regulations. 3. The applicant shall have obtained Miscellaneous approval from the Development Review Board for those grading changes proposed for Lot 5, which are reflected on the site plan and grading and erosion control plan for Lot 4, prior to final plat approval for Lot 4. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the subject lot is proposed via a 25' wide curb -cut off of Tilley Drive which is proposed to be shared with access to Lot 5. This is a sufficient access width for general office use. The site plan also shows space for a future connection to Lot 5. Staff finds this acceptable. Staff finds the parking and circulation layout questionable with respect to traffic management. The proposed parking areas are spread on all four sides of the building, presenting possible circulation problems. There appears to be no clear direction for incoming traffic. The South Burlington Fire Chief has reviewed the plans and expressed the same concern in a letter dated January 13, 2006. He has remarked that the "parking scheme presents a real problem for maneuvering of emergency vehicles. It appears to be a maze. This should really be addressed." Emergency vehicle access is a primary concern of the City and has been of equal concern to the Development Review Board in the past. The Development Review Board should weigh heavily the comments of the Fire Chief in its consideration of the project's access and circulation. CITY OF SOUTH BURL,. TON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING 4. The applicant shall adhere to the stipulations of the South Burlington Fire Department as dated in a letter of January 13, 2006. The South Burlington Fire Chief shall approve of the plans prior to final plat approval. Staff has not calculated final traffic impacts because, per conversations with the applicant, the uses of the property have not yet been fully determined. Traffic generation shall be calculated and finalized prior to final plat approval. However, for the purposes of providing a fair estimate to interested parties, staff has calculated traffic estimates based on 100% use of the building as general office. This use would generate 81.01 pm peak vehicle trip ends. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The plans that the applicant submitted depict both Class II and Class III wetlands on the subject property. There are no encroachments proposed in the Class II wetlands. However, the applicant is proposing to place the building over the Class II I wetland and associated buffer. In their review of the overall site plan, the Natural Resources Committee stipulated that the pavement should be reduced to the greatest extent allowable so as to minimize the impact to the wetland (decision attached). While staff finds that the applicant appears to have avoided impacting the greatest extent of the subject property's wetlands, the Development Review Board should consider the proposed project's impact on the wetlands with respect to the recommendation by the Natural Resources Committee to determine if the applicant is complying with the stipulation. 5. The Development Review Board should consider the proposed project's impact on the wetlands with respect to the recommendation by the Natural Resources Committee to determine if the applicant has obliged the stipulation that pavement be reduced to the greatest extent possible. The applicant shall adhere to the decision of the Development Review Board. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. Staff feels that the proposed project is in keeping with the planned development patterns of the 10 Zoning District. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The open space area proposed on the subject property is the Class II wetlands located on the western portion of the property. This is a sizeable area and staff finds it sufficient to meet this criterion. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. Staff has already commented on the comments of the South Burlington Fire Chief. Again, his concern for the parking scheme and access should be wholly considered by the Development Review Board. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The applicant is proposing that the access drive be shared between Lots 4 and 5. Furthermore, the plans show a connecting drive between Lots 4 and 5. This is sufficient to satisfy this criterion. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. Staff has already noted that the City Engineer shall review the preliminary plat plans and provide comments prior to approval of the preliminary plat application. 6. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed subdivision of this property is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is not shown on the plans. 7. The plans shall be revised to depict a bicycle rack, as part of submittal of the preliminary plat plans. Pursuant to Section 13.01(B) of the Land Development Regulations, the proposed project will require 190 parking spaces for general office use, including 6 handicapped -accessible parking spaces. The plans depict 253 parking spaces. The applicant shall remove from the site plans references to parking requirements. The information provided on the plans is incorrect; moreover, they are subject to change based on use. 8. The applicant shall remove from the site plans references to parking requirements CITY OF SOUTH BURLj, . TON 6 ) DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Parking shall be located to the rear or sides of buildings to the greatest extent practicable. At sketch plan review, the Development Review Board voiced general approval for a plan that showed parking to the rear of the building (minutes and plan attached). The applicant has since submitted a new plan which includes parking on all four sides of the building, and predominantly in the front of the building. The layout presented here in the preliminary application is not in compliance with this criterion. Staff has serious concerns about the design of this plan, essentially an island of an office building in a sea of parking. Staff previously discussed building layout with the applicant and had advised them that a limited amount of parking may be acceptable in the front of the building with significant berming and landscaping to hide such parking. However, this plan exceeds a 'limited' amount of parking and does not provide for any significant berming and landscaping. Staff suggests that the Development Review Board discuss the layout with respect to its adherence to the South Burlington Land Development Regulations. The City has consistently required new developments to adhere to this criterion, and staff respectfully requests that the same standard be applied to this development. This decision should be in consort with the opinion of the Fire Chief and consideration of emergency vehicle access, as previously discussed. 9. The Development Review Board should discuss the location of the parking around the subject lot, particularly with respect to the vast area of parking in the front of the building, the placement of parking on all four sides of the building, and especially emergency vehicle access. The applicant shall adhere to the decision of the Development Review Board. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The scale of the proposed buildings is compatible with the site and existing buildings in the area. The height of the proposed building is 28', which is under the 35' height maximum for the City. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has not yet submitted building elevations or architectural details. 10. The applicant should submit architectural details prior to preliminary plat approval. Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Again, the applicant should submit architectural details prior to preliminary plat approval CITY OF SOUTH BURLINGTON 7 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations. - The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The property to the east of the subject property is most likely going to be developed as office use. The applicant does show an access to the easterly property, noted on the overall site plan as lot 5, to facilitate a possible future connection. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans show a proposed dumpster, adequately screened. Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Pursuant to Section 13.06 (13)(7) of the Land Development Regulations, snow storage areas must be shown on the plans. Several locations of proposed snow storage areas shown on the plans are not acceptable. Given the salt and sand often found in plowed snow, no snow storage area shall be located in wetland or wetland buffers. Specifically, the applicant should relocate the proposed snow storage area from the western side of the parking lot. 11. The plans shall be revised to reposition snow storage areas with consideration given to avoiding storage in sensitive areas, including wetlands and wetland buffers. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the SBLDR. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. The applicant has submitted a landscape plan and budget as part of the preliminary plat plan application. Given the proposed building cost of $4,860,000 the minimum landscaping required in compliance with Section 13.06 of the SBLDR shall be $56,100. The applicant has proposed a CITY OF SOUTH BURLI, . JTON 8 ) DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING budget of $45,233. The applicant shall remove the cost of perennials from the proposed budget, as credit is only given for trees and shrubs. Furthermore, the applicant is proposing some plantings on Lot 5. The applicant shall only be given credit for landscaping on the subject lot. 12. The applicant shall revise the landscaping budget to reflect only trees and shrubs on the subject lot. The landscaping budget should meet or exceed $56,100. The proposed parking areas contain more than twenty (20) parking spaces, and therefore should be landscaped in accordance with Section 13.06(B) of the Land Development Regulations. The site plan shows proposed landscaping on the interior of the proposed parking area. However, the applicant should submit additional information to ensure that the requirements in Section 13.06(B) of the Land Development Regulations are being met. Specifically, a minimum of 10% of the interior of the proposed parking lot shall be landscaped islands planted with trees, shrubs, and other plants. The plans do not demonstrate a percentage. 13. The applicant should submit additional information regarding the landscaping in the interior of the proposed parking area, to ensure that the requirements in Section 13.06(B) of the Land Development Regulations are being met. Lighting Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. All lighting shall be shielded and downcast. The applicant has submitted a lighting point by point plan. However, staff finds the plans to be incomplete. The plans should show all lighting emitted. The current plan appears to show only lighting in the parking and roadway areas. With lighting as strong as 5 foot candles near portions of the property bounds, it is likely that spillover is occurring beyond the property bounds. All lighting emissions shall be shown on the lighting plan. Lighting that goes beyond the boundary of the property shall not exceed 0.3 foot candles maximum nor an average of 0.1 foot candles average. 14. The applicant should submit a lighting point by point plan depicting all emissions from all lights proposed to be installed on the property. 15. The applicant should submit lighting cut -sheets prior to preliminary plat approval. Other 16. The site plans shall be revised to remove all references to signs. Signs are not approved as part of the site plan or subdivision process. If the applicant wishes to install signs, a separate permit shall be obtained from the Code Officer, 17. The subject property is located within the Airport Approach Cone and shall be subject to the standards set forth in Section 13.03 of the SBLDR. CITY OF SOUTH BURLINGTON 9 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Staff has serious concerns with this proposal, specifically the layout of the building, related parking, and especially emergency vehicle access. Furthermore, there are several items that are required to be submitted and approved prior to preliminary plat approval, including building elevations and lighting cut sheets, which have not yet been submitted. Staff cannot recommend that the Development Review Board approve this plan as submitted. Staff recommends that the South Burlington Development Review Board continue Preliminary Plat application #SD-05-95 to allow the applicant to submit a plan in compliance with the South Burlington Land Development Regulations. Respectfully submitted, n j6W, Cathy n LaRose, Associate Planner Copy to: Robert Bouchard, applicant PIZZAGALLI PROPERTIES, LLC MOUNTAIN VIEW OFFICE PARK LOT 4 SITE DEVELOPMENT DONALD L. HAMLIN CONSULTING ENGINEERS, INC. 136 Pearl Street, Essex Junction Vermont 05452 LEGEND 4 w.N.trM rus 91 G[W .,w„ 4 1p�1L11[ Rtl ea GT[ VKK Y LIDIf + ILlofaRL1G Y1Bl O �[TCR'T R1[ X� 36RR CVAHJUT '� �1 o N/.TMK Gs VKVE ?F a+ns a wruu}u; TST[n f11VLKlK lRH v erw DEueVGW. IREe o Mil sort MV\ m[,L w .nwe +1P rawo ra.e --�e— ccc w f�[+wiL faanLa ux[ O Co1GFfTF nor[[earr ' rlbP6ttt LeE e exr rr[ rouo - —r— wATae uwe '0 [I.RVlY }{ATlRI -S- SVYlIItY'90YR We B aL.e[t NLN1aLf -D- sToml SF+FIt uNE e LWAeuc[ Vtll[ -O- W11IDA6 Gl.LeK 0 'IH[!f4'N[ ILVINL[ -T- IAD d10YND lBDf1Rl[ O o .an11DCx rWa1ttL ��[� G1Aee Drw -Crv- uoFA"lFan�D ELrr.TRrx uDerrtouoo ueLc i¢ev�san SHEET LINDEk I OVERALL SITE PLAN 2 SITE PLAN 3 SITE PLAN 4 STORMWATER POND ttI 5 STORr11-lA"FER POND �2 , b ER05ION PREVENTION 4 SEDIMENT CONTROL PLAN 7LIGHTING PLAN & SITE t EROSION CONTRA{., RETAILS 9 WATER, SEWER, 4 DRAINAGE DETAILS 10 TECHNICAL SPECIFICATIONS 11 TECHNICAL SPECIPICATIONS 12 TECHNICAL 5PECIFICAT10N5 PZ IVED DECEMBER 2005 _ F" — — ...�- -" -_ \ r \ .•}� _' T (' —�` �+``- T— _ ev`,/,.. \ , \ \ •+, L_, .— � wArsNING: ' ) ` •,' / ' \ iir(— / — — — _ _ ,; } _ 1 �` mE oor.TawcroR 9r+AtL Nonn •oIGSAPr AT t • • • • • • !' •'' : / ',�"- \'- ``'--_ 1''' ili --`I _ --1 -- - nx� s uLs './ r.opo-sAa-7ss9 PwoRTO aNr rxcrtvAncN rATALLv TOMG511 Mar oe PF cNr _ lAL _ AT wcAnoNs v+,lrCtt MAY BE IN mE IMMEDIATE IN UNDERCNIMND PIP+NG 9YST[M9 // t / ��• i tli _..� ..— .—__i-i ALt �pAGt _' _ __-._ VIGNT'OP UNDEWRWNU UTILITIES. WASTE 9Y9T[M STW1GfIM -, - •__ .-- -- —'1— ---- 1{-, f _ i/ t I _ 1 \`'\ } ,.�`—y,..—.._ _.._.._.. ��, _ AND . • t I f /I, ' ,rl -�) .._. -' I ! 1 /}�\,' �� •t � T�—Y�ti���� ''`\al i ,',1 � } L-- . •t .l - (Jf i ,' ,' ,/ `` �\ `�` !?` _- _ _ \i , k++'�IA60`°GL4'cr-,�i^NnvR AaeA vrt�tww -2^'_- . 1 ! ( 1 `'\�,\ \ 1'•..�-- ",4$ \ _\_ ANo �' Nvr ro aE TukHEo eurFE+c laNh\ I `` i e016TZ tG«T K`"JU 9++FFEJe I N'r , r ,I / i � �_araln\� .Ace �-.. •:.,- .. \-�.._...>c..-Y..�1._�......�.. _..� r i ' , - �i• Mt 7 •a f t�SP t_ P,'' � �' � 11 { + ( � -,'� z r R� A I � � �' � a�^ •ms"�c'�. \ �� x \ �\� ,••/ l) 1 . /' ,�• ` ' r ' rr 1 /) I -�' F�'"°.oa�� gyp,.. � '. n \} �}}` �„���\ _!_.'\ tit ''1 ,yl I .1FfT�TISTITgC�r- war•/ec mre, x ___ Fors s - s , I r I � 4• (' i i i i , ( ,' �cx .� �. "\ - T^��s Y5 `�rtJ�� a: ' � i _ Lor r_e ^'• ucrwAcl mrx - PROMA9 IWA Pi.Di IAA .•a. ^ I ( P I I � . a Y . � � .i�.h .•�� 4 ����a �S .�i Q ( it -" TwILaNe eavoerse o.ez Po w Ktcov /.a 30.0 0.00 0.o non r , 1;1 �+': .,;.3•Ayt;F > S v ' _ i RAccEvtnA�'c oawe os o.¢ o.n .� • . . • "If O.dp OA tJ(I z:et Ia.T so.o a.¢ oa soA ZITnNG DSTFKr •�� • t/ � '�e � �,: 3.. i �. YT :.. w �1; '._ `� � ,1\\.-----` \ i r � o �» ROUSTRIAL t aPeN sPACE ' • - _ . //!/ / � x . ` � `�. r q-�• "' �f ~l \\ \ I ,'1 . _ � �' 7j a+1 �i � Cz,,,ac >F : s sTanr=s Y I xAee roe aso se ery t %'= TW Pcty p. n\ —._E•nsrnw aAss n ' / / // - S'kk+, ` -' .!'Q' % 3 3 '` ' "� \\ E \\ + } I- eT L�I,4&.a �Y.S Is �Nfv�i'NSTOPO4RAn+N: wavers PewaeneD IN aoca _ . •• NFiLAHOs �� �; ` 1 1 ✓: 4 `2 _ — — ` u�, {+*{.c•+'i.y Z & P \ `1t ``\ ,'� \ }' 2 TRL1T L1RNE `—TT M A PVJ! I!NT— - • , , - ',' ' II t I ( A I / i Pi2PO$E\ ` -° "Y^i 4, *'1 % S A ., \ -`F.Ji.dNAY PLAN VIE.i', SIFEi ♦1 WTED 05I w AND LAST J'• �' v\ ` \ REYISED PVW/Ob, PREPARED BT DLNALD L. IMRIN CRISVL TTINa ENGNEER9. RK, , t I - `_' EYAT. ARE PASFy CN I�„g DAnA1 TN-! Fa A BETGk W AT T+i' +GR. T BJ11 DI - +f , \ / f•+ ,' _ 3. CLReIR OF THE NW BY-tw1D Tm ACIkY MTESTATE b1 xs+ C \ FaOrl TNe LILLE.T PROPERTY. Tr�.eP+IONE PROPOtTT I1JCA f��. .5����' �. �� •`.a \ `\i � eENurintnc ELExAtrw NAs oeTalrEoPwaT PREa - - • ( ) t i .�y�` � ---- -- ,_r� � .a \ u 1'1 RaEm+La. P.E., eLNLNwTON, ve+r+oNr. I t / i Pra..�•tLr PaoPornesLL5 ACAEs\'. 4 / f, M t nEEAGAw PaweRrn�, +. `. � i '. nral. vrEw oPftce PARK + I _ - -- ---``-------- — -v ------- mmtasrzol�nNc� mico�'"'A' - `\ �.� I , Lw � - �___—_•�'\� � � \ `.�\ I ""���FF M.Ti t'{. .� fl tl \\ � \, t4' .\ 't /. seTe.cK - 1 40 o 40 8o 120 <r-�A �•` see sNger /+s "'\-,v } `_� _~ s ' P/ZZ4GALLl PROPERTIES, LLC P.O. BOX2009 SOUTH BURLTNGTON, VERMONT 05403 Pmcr W MOUNTAIN VIEW OFFICE PARK LOT4 SITE DEVELOPMENT OVERALL SITE PLAN .� of v •�., to A9iN/Bi0 =`o ll�y �._ , ihnalaT L Hamlin sRa/ a n 8d Coding os '•,st y � �. �A-kngineers,. Ane, o.tnm,La p, mw ftad SY—f ' MOUNTAIN VIEW BUSINESS PARK -LOT4 KEY BOTANICAL NAME TREES AC Amelanchler canadenaia AF Acer rubrum x Irvemanli'Aubmn Blaze' AR Acer rubrum Armstrong' GO Gymnociadus cibbus PC Pyrus ca(leryano Chanticlsee PGa Plcea glauca Il Plcea giauce TO Thule occidentalls Nigro' SHRUBS EA Euonymus alatus'CompwtW VT Viburnum tdlobum'Compedd PERENNIALS CV Coreopsb venidneta'Moonbeem' MS Miscanthus slnensk RF Rudbeckla fulglda'Gokistrun' ST Sedum telephium'Autumn Joy COMMON NAME CITY SIZE _REMARKS Shadblow Serviceberry a 2 112-7 Cat B&B, B' Branching Ht (Min.) Autumn Blaze Maple 3 2112-r Cal. B&B, 6' Branching Ht (Min.) ` / Armstrong Red Maple 17 2112-3' Cal. B&B, 6' Branching Ht (Mn.) + Kentucky CoReebm 4 2 12-3' Cal. B&B, 6' Branching Ht (Mn.) -�' j , . ]� Callery Peer 22 2 W-3' Cal. B&B, 6' Branching Ht (Min.) White Spruce 9 8-S' B&B, Full White Spruce Dark American Arborvitae 13 21 13-10' 6 8 B&B, Full B&B, Full ! / Compact Burning Bush 102 24-37 Compact Amer. Cran. VbG um 3 24-W Moonbeam Coreopsls 8 1 GaL Malden Grass 4 2 Gal. Blackeyes Susan 10 1 Gal. Autumn Joy Sedum 11 1 Get. Do PARKING LOT TREES TO SATISFY SECTION mm / V r, .A , i 1 1 8-CV i 3-ST t} $ter_ .MS 2-MS VT 3-VT A ENTRY SIGN PLANTING PLAN SCALE 1' _1" B&B, Plant 30' o.a T; 1`'A��'� �/ f° / / 4 f• C.G., Plant 18' o.r_ C.G., Full C.G., Plant 18' C, /r j C.G., Plant 18- mm 17 t sJ1•PGa p\'\ 3mPGb., 1^ \ \ wnsslAlt WaFNAy oisnA \ `.Ie1IN el1WCT , 4. J� ... `•� "tom � '� •.1�Ga` 9PGb, 3 \ \ �7 i 4 ' i• ° i j � _y PGa \ RGb ` �P 2-PGb \ �- '`t .' 1 f ` E---' Qq"sr"nuc"t/r`i �prtire m'1a.,y ' -•^, �\ '_ 11-0 fill I 'S ,1 FtQR SIGN I'IFORMATION J/r/1�-t fez •\1 /t fl/ / r t I 1 � f ~ I Rnunt Q0 RECEIVE a -To \ 1 DES; 3 0 2005 � City of So. Sudington. MOUNTAIN VIEW BUSINESS PARK LOT South Burlington, VemKmt Planning & Design 131 Church St—t BuMgfu(i v—nt o54ol pl— (802) 86241098 Fes (8(12) 965-2440 —sew-can rev pizxagaill r a u. r c 1... 1. e Developer 60 by W- S-th aurltvm . VT D640r 802.661.1316 20 Q0 47 8a' sal. 1•=.a Ddr. 1219D5 Dk — By N1KW Dh"d By. MKW Rwi.— Tm. PLANTING PLAN 9l.. N—b— L1.0 Project N—ber. 0523T FB.: L1.0-PIaririg PWr.drg ' Sout� Burlington Fire Department 575 Dorset Street South Burlington, VT 05403 (802) 846-4110 Douglas S. Brent, Fire Chief January 13, 2006 Ms. Juli Beth Hines, Director of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Mountain View Office Dear Juli:� I have revicwcd the plans for the proposed construction of the Mountain View Business '" fli4 development on Tilley Drive. 1 Dave the 11011owing .gin ��..,.,.,,.. x. �s��� recommendations. 1. Compliance with all requircme'n` s of Vermoh I)Ivlsion of Fire Safety codes and standards. 2. Automatic sprinklers aid'alarnl system as requircd'by. Vermont Division of Fire Safety. 3. Fire Deparlmcnl ,SpriMlcr Coi-incctiori location to be .spcedied by SBFD. 4. Fire Alarm panel'`ar l '`a ciator location to he speciCicc 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. F Lastly, the parking scheme as drawer presents a real problem for the maneuvering of emergency vehicles. It appears to be V ze. his should really be re -addressed. 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 by myself or with the assistance of the developer and Vermont Division of Fire Safety. Should you need any further assistance on this project please feel free to contact cerely, Douglas S. Brent Fire Chief Mountain View Business Pk Lot 4 1/06/06 1. Planting details and specifications need to be included with plans 2. Soils in this area of the city are often mildly alkaline. `Armstrong' Red Maple is not a good species selection if soil pH is above 7.0 3. Continuous planting pits 2.5- 3 ft. deep, filled with topsoil are recommended where trees are to be planted in the parking lot islands January 7, 2006 Donald L. Hamlin Consulting Engineers Mr. Jeff Kershner 136 Pearl Street Essex Junction, VT 05452 RE: Mtn. View Office Park, Lot 4 Dear Jeff: The South Burlington Water Department has reviewed the plans for the above referenced project. Please find my comments below. 1. Based upon the final water allocation request of the completed and received Application for Water Allocation, water service fees shall be applied to the project based on the current Rate and Fee Schedule. It must be recognized by all developers that the Rate and Fee Schedule established by the South Burlington City Council may be modified by resolution at an open meeting of the City Council, and therefore subject to change prior to completion of the project. 2. All construction drawings and plans shall have a note saying "All water line and related 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, henceforth the "CWD Specification." 3. All water installation work and water distribution material must comply with the "CWD Specifications". Details for this project must be the same as those within the above referenced CWD Specifications. 4. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance For The Control Of Cross Connections Within The Water System Of the City Of South Burlington, henceforth the "Backflow Ordinance." Please contact this department for more information on backflow protection devices. 5. The above referenced CWD Specifications state that no water lines shall be installed after November 15 or before April 1 without prior approval of the Superintendent. The Superintendent may restrict work before November 15 and after April 1 during adverse weather conditions. 6. Six-inch Ductile Iron (DI) water pipe shall have no less than three (2) brass wedges installed at each joint. Bury depth to the new service lines shall be six feet (6') to the top of the pipe. Insulation must be provided at crossing points between all water lines and storm water lines. 7. Mechanical joint restraints with twist off nuts shall be EBAA or Sigma, or a Department approved equal grip ring. 8. No underground utility shall be installed within four feet from the water main on either side, from the top of the main to the finish grade, with the exception of storm sewer and sanitary sewer as stated in the above referenced Specifications. Generally, trees shall not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. 9. Prior to any building construction, the building contractor must contact this Department to discuss City requirements for meter sizing, meter settings, and backflow protection. 10. The SBWD shall be sent any future hard copy plans involving this project for review. Future plans must include details and specifications as required in the above referenced Specifications. 11. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances, water line crossings, and testing. 12. Further review changes may be required as this project proceeds through the permit process. 13. 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, Jay Nadeau Superintendent CC. Cathyann LaRose Doug Brent Ray Belair Plan Reviews: Mtn View Business Park, Lot 4 DEVELOPMENT REVIEW BOARL 20 SEPTEMBER 2005 Mr. Kupferman moved to approve Miscellaneous application #MS-05-05 of Gary Rounds subject to the stipulations in the draft motion. Ms. Bolton seconded. Motion passed unanimously. Ms. Quimby resumed her seat on the Board. 12. Public Hearing: Final Plat Application #SD-05-77 of Homestead Design, Inc., to amend a previously approved planned unit development consisting of 89 multi -family units in 24 buildings. The amendment consists of revising the landscaped berms by increasing the height from three feet to six feet, Songbird Road: Mr. Nedde said the intent is raise the berm north of the project to buffer buildings from the Interstate. The berms will be expanded toward the units. They also want to add some sunrooms in a number of the units. Footprints of the units were reduced to do this. Building coverage for the project remains the same. Mr. Belair noted the sunrooms were not part of the public notice and asked whether the Board was comfortable with this. Mr. Nedde said there is a time crunch involved. Mr. Dinklage asked why it was done so late. Mr. Nedde said the request came to them late. Members felt it was important to do it right and agreed to deal only with the berms. Mr. Kupferman moved to approve Final Plat Application #SD-05-77 of Homestead Design, Inc., for berm changes only, subject to the stipulations in the draft motion. Mr. Bolton seconded. Motion passed 6-0 with Mr. Birmingham abstaining. 13. Pizzagalli Properties, LLC, requests discussion of proposed 36,000 sq. ft. 2- story office building, lot #3, 193 Tilley Drive: Mr. Belair noted this property falls in 2 zoning districts, I-O and I-C. In the I-O district, a PUD is required; in the I-C district there can be a site plan only. Mr. Dinklage asked why the applicant wants so much parking. Mr. Bouchard said 3.5 doesn't work anymore. Tenants are asking for 5 for general office use. Ms. LaRose noted they are asking for a reduction of 9 parking space. Mr. Bouchard said that would be OK. (11.�-echktPlat Application #SD-05-76 of Pizzagalli Properties, LLC, to construct a 54,840 sq. ft. office buildings, lot #4, 192 Tilley Drive: Mr. Dinklage noted the applicant has provided 2 options and staff prefers B-lK. Parking is closer to the Interstate and the building is closer to Tilley Drive. There is a concern with people getting "lost" around the back of the building. B-1 G is much clearer. Mr. Bolton preferred option "G" as well. . 10 - ) i ilEVELOPMENT REVIEW BOARi, 20 SEPTEMBER 2005 Mr. Kupferman asked where stormwater would go. Mr. Bouchard said with option "G" there is room for a pond in front. With option "K" this would have to be shared with lot #5. Mr. Belair noted that the regulations require parking to be in the rear unless this is not practical. In this case, he felt it is practical. Members suggested a smaller building with 3 stories. Mr. Belair suggested under - building parking. Mr. Bouchard said the grades don't work for this. Members generally preferred option "K" and asked the applicant to do a better job. Ms. LaRose said if something is built on the adjacent lot, a connector driveway is suggested. As there was no further business to come before the Board, the meeting was adjourned at Midnight. Clcrl Date -11- U Pp,$?P65ED BUILDING, 1 � I 271 PARKING SPACES 'Pan I 1 I SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4lo6 October ig, 2005 Bob Bouchard Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Re: Minutes — Tilley Drive Dear Bob: For your records, enclosed is a copy of the minutes from the September 20, 2005 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, Betsy M onough Plannin & oning Assistant Encl. o — _ 14 1 12 f - _ _ _ _ PROPOSED BUILDING /i / 27,420 SF �� 1 / - 2" PARKING SPACES �i 1 /i IH 13 - - c r 1 ` , 1` 40 0 40 80 12014-- L CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: September 15, 2005 \drb\sub\pizzagaIlksketch_lot4.doc Application received: August 19, 2005 PIZZA GALLI — LOT 4 SKETCH PLAN APPLICATION #SD-05-76 enda #14 Meeting Date: September 20, 2005 Owner/Applicant Pizzagalli Properties, LLC 50 Joy Drive S. Burlington, VT 05403 Engineer Property Information Donald Hamlin Consulting Engineers, Inc. Tax Parcel 0860-00750 136 Pearl Street 14.43 acres Essex Junction, VT 10 and IHO Zoning Districts Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\sketch mtnview.doc flukrop]I : ►J Pizzagalli Properties, LLC, hereafter referred to as the applicant, is requesting sketch plan review to construct a 54,840 sq. ft. office building, lot #4, Tilley Drive. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on August 19, 2004 and have the following comments. The applicant submitted two plans, labeled as V1 k and V1 g, to staff for consideration. Staff strongly feels that plan V1 k is the better plan. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements F10 Zoning District Required Proposed � Min. Lot Size 3 acres 14.43 acres Max. Building Coverage 30% 8.7% Max. Overall Coverage 50% 20% Min. Front Setback 50 ft. 50 ft. Min. Side Setback 35 ft. 35 ft. Rear Setback 50 ft. >50 ft. �l zoning compliance 1. The site plan shall be revised to list the lot size, building coverage, and overall coverage as part of the preliminary plat application. SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. 2. The City of South Burlington Water Department shall review the plans for the subject project, prior to preliminary plat approval. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\sketch mtnview.doc The plans do not currently show the proposed connection to the public sewer system 3. The City Engineer shall review the plans prior to preliminary plat approval. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 4. The site plans shall be revised to show grading and erosion control plans as part of the preliminary plat application. 5. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the subject lot is proposed via a 25' wide_. curb -cut off of Tilley Drive and directly across from the proposed access for Lot 3. This is a sufficient access width for general office use. Staff has not yet calculated the traffic impacts because, per conversations with the applicant, the uses of the property have not yet been fully determined. Traffic generation shall be calculated and finalized prior to final plat approval. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The plans that the applicant submitted depict both Class II and Class III wetlands on the subject property. There are no encroachments proposed in the Class II wetlands. However, the applicant is proposing portions of the parking lot within the Class III wetland and a portion of the building and significant portions of the parking within the Class III wetland buffer. In their review of the overall site plan, the Natural Resources Committee stipulated that the pavement should be reduced to the greatest extent allowable so as to minimize the impact to the wetland (decision attached). The Development Review Board should consider the proposed project's impact on the wetlands with respect to the recommendation by the Natural Resources Committee to determine if the applicant is complying with the stipulation. As noted further below in a review of parking, the proposed plan does not reduce the proposed parking to the greatest extent allowable. 6. The Development Review Board should consider the proposed project's impact on the wetlands with respect to the recommendation by the Natural Resources Committee to determine if the applicant has obliged the stipulation that pavement be reduced to the greatest extent possible. The applicant shall adhere to the decision of the Development Review Board. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzaaalli\sketch mtnview.doc Staff feels that the proposed project is in keeping with the planned development patterns of the 10 Zoning District. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The open space area proposed on the subject property is the Class II wetlands located on the western portion of the property. This is a sizeable area and staff finds it sufficient to meet this criterion. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. 7. The South Burlington Fire Chief should review the plans for the proposed subdivision, prior to preliminary plat approval. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extensi^^ of ucI- v i i Jul.// services and infrastructure to adjacent landowners. The applicant is proposing a sidewalk in the parking lot. This sidewalk should be constructed to extend to Tilley Drive to allow for safer and smoother pedestrian flow. 8. The parking lot sidewalk shall be extended to Tilley Drive. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. Staff has already noted that the City Engineer shall review the preliminary plat plans and provide comments prior to approval of the preliminary plat application. 9. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed subdivision of this property is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\sketch mtnview doc Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is not shown on the plans. 10. The plans should be revised to depict a bicycle rack, as part of submittal of the preliminary plat plans. Pursuant to Section 13.01(B) of the Land Development Regulations, the proposed project will require 192 parking spaces for general office use, including 6 handicapped -accessible parking spaces. The plans depict 271 parking spaces. Staff notes that the applicant is proposing 82 parking spaces beyond what the project requires. Staff finds this excessive for general office use and reducing the pavement could reduce the impacts on the wetlands. Therefore, staff suggests that the applicant remove some of the parking spaces from the proposed parking area. Best suited for this would be the parking spaces proposed within the wetland. This would reduce the impacts to the wetlands and be in greater compliance with the stipulations of the Natural Resources Committee, as noted above. If the future use of the building should require a greater amount of parking spaces, staff would fully support a parking waiver. As staff has already stated, parking should be reduced to the greatest extent allowable. 11. The site plans should be revised to reduce the number of parking spaces to be in greater compliance with the stipulations of the Natural Resources Committee. 12. The site plans shall be revised to depict the appropriate number of handicapped -accessible parking spaces, in compliance with Table 13-7 of the SBLDR. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The applicant presented two plans for staff review. Staff finds that the plan labeled as V1 k is most in compliance with this criterion. The proposed parking areas are predominantly located to the rear and side of the proposed building. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The scale of the proposed buildings is compatible with the site and existing buildings in the area. The height of the proposed building is 28', which is under the 35' height maximum for the City. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. 13. The applicant should submit architectural details with the preliminary plat plans. Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\sketch mtnview doc Again, the applicant should submit architectural details with the preliminary plat plans. In addition to the above general review standards site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The property to the east of the subject property is most likely going to be developed as office use. Therefore, staff suggests that the applicant show an access to the easterly property, noted on the overall site plan as lot 5, to facilitate a possible future connection. 14. The plans should be revised to depict a connecting access extending to the easterly property boundary, as part of the submittal of the preliminary plat plans. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). 15. The plans shall be revised to show any proposed dumpsters or other waste facilities, adequately screened, as part of the site plan application. Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Pursuant to Section 13.06(B)(4) of the Land Development Regulations, snow storage areas must be shown on the plans. The plans should show snow storage areas for the subject property. 16. The plans shall be revised to depict snow storage areas as part of the preliminary plat plan application. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the SBLDR. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. 17. The applicant shall submit a landscape plan and budget in compliance with Section 13.06 of the SBLDR as part of the preliminary plat plan application. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\pizzagalli\sketch mtnview doc 18. The applicant should submit estimated construction costs with the preliminary plat application, so that the exact minimum landscaping requirement can be determined. The proposed parking areas contain more than twenty (20) parking spaces, and therefore should be landscaped in accordance with Section 13.06(B) of the Land Development Regulations. The site plan shows proposed landscaping on the interior of the proposed parking area. However, the applicant should submit additional information to ensure that the requirements in Section 13.06(B) of the Land Development Regulations are being met. 19. The applicant should submit additional information, with the preliminary plat application, regarding the landscaping in the interior of the proposed parking area, to ensure that the requirements in Section 13.06(B) of the Land Development Regulations are being met. Lighting Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. All lighting shall be shielded and downcast. 20. The applicant should submit a lighting point by point plan and lighting cut -sheets with submission of the site plan application. Other 21. The site plan shall adhere to all standards of Section 14.05(D) of the SBLDR. This shall include, but not be limited to, topographic contours and the location of water and sewer lines, as part of the preliminary plat application. The site plan should also include a legend. 22. The subject property is located within the Airport Approach Cone and shall be subject to the standards set forth in Section 13.03 of the SBLDR. Staff recommends that the applicant address the numbered items in the "Comments Section" of this document and include the changes in the preliminary plat application. Respectfully submitted, rin LaRose, Associate Planner Copy to: Robert Bouchard, applicant A V Ep UG 9 Inn 5 City of so BUrli n9ton `�__��PermitS Number SD- � APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Pizzagalli Properties, LLC 50 Joy Drive South Burlington, VT 05403 Tel# 658-4100 Fax# 651-1307 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 681 Pages 736-737 3) APPLICANT (Name, mailing address, phone and fax #) Pizzagalli Properties, LLC 50 Jov Drive South Burlington. VT 05403 Tel# 658-4100 Fax# 651-11(17 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Fee simple 5) CONTACT PERSON (Name, mailing address, phone and fax #) Robert Bouchard Dev. Mgr. Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 Tel# 658-4100 Fax# 651-1307 6) PROJECT STREET ADDRESS: Tilley Drive Lot 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 0860 - RR75 8) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) None b) Proposed Uses on property (include description and size of each new use and existing uses to remain) Commercial office building - 54,840 square feet tion 1 - Vlk Option 2 - V1 c) Total building square footage on property (proposed buildings and existing buildings to remain) 54,840 square feet proposed. No existing buildings presently on site. d) Proposed height of building (if applicable) Proposed height is 28' . Two floors. e) Number of residential units (if applicable, new units and existing units to remain) N/A f) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) This proposed building would be the third building built in the Mountain View Office Parksubdivision- MVnP has access on.fa Hinesburg Rd via an 80' ROW called Tilley Drive Pizzagalli would like the DRB to consider two site options. Option 1 - Vlk Option 2 - Vlg. 9) LOT COVERAGE a) Building: Existing 0 % Proposed 8.72 % b) Overall (building, parking, outside storage, etc) Existing 0 % Proposed 20 % Apx. for sketch review. c) Front yard (along each street) Existing 0 % Proposed 0 % 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) Water, sewer, electrical & natural gas to serve building. 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) None 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may be provided on a separate attached sheet) North, East & West - Pizzagalli Properties 50 Joy Drive South Burlington, VT 05403 South - State of Vermont AOT 189 Interstate R.O.W. -- 13) ESTIMATED PROJECT COMPLETION DATE 12 / 1 /06 14) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I I" x 17") of the plans must be submitted. A sketch subdivision application fee is $125. Enclosed please find two potential site designs for Lot#4 at Mountain View Office Park. Option 1 - Vlk Option 2 - Vlg. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowle e. SIGNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: I have reviewed this sketch plan application and find it to be: /Omplete ❑ Incomplete rector Moff Planning & Zoning o Designee Date AGENDA SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD CITY HALL CONFERENCE ROOM 575 DORSET STREET SOUTH BURLINGTON, VT 05403 8. CONTINUED PUBLIC HEARING: Preliminary plat application #SD-05-45 of J. Larry & Leslie Williams to subdivide a 7.97 acre parcel developed with a single family dwelling into four (4) lots ranging in size from 3.98 acres to 1.04 acres, 1630 Dorset Street. 9. PU LIC HEARING: Appeal #AO-05-04 of Nikhil Patel appealing denial of Certificate o ccupancy #CO-05-31 for a four (4) unit multi -family dwelling at 1803 Brand Farm Drive. �0.. �Miscellaneous application #MS-05-04 of Malcolm Willard todckpile up to 2000 4wc yards of fill, 1100 Hinesburg Road. 11. Miscellaneous application #MS-05-05 of Gary Roundsfor approval under Section �J)(2) of the Land Development Regulations to alJov�i' ` 40' x 4©'nd 8' x 10' .�'reezeway to encroach 12 feet into the required frOback, 149,Set Street. 12. PUBLIC HEARING: Final plat application, D-05-77 6f Homestead Design,"Inc. to amend a previously approved planned unit deve � ent cn`s,isting of 89 ulti-family units in 24 buildings. The amendment consists of r sing the)'andscapederms by increasing the height from three (3) f et to six (6) feet g9bird Road. 13,.Rizzagalli Properties, LLC requ L,dffice building, lot #3, Tilley Drive. 14.,8ketch plan appli L,54,840 sq. ft. office b Respectfully Submitted, RayrriopJ. Belair Administrative Officer 5-76 of Pizza Tilley Drive. n of pro sq. ft. 2-story alli Properties, LLC. to construct a -2- AGENDA SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD CITY HALL CONFERENCE ROOM 575 DORSET STREET SOUTH BURLINGTON, VT 05403 Regular Meeting 7.30pm Tuesday, September 12, 2005 1. Other Business 2. Minutes of August 16, 2005 3. Continued sketch plan application #SD-05-52 of Allen Road Land Co. to amend a previously approved planned unit development consisting of four two-family dwellings and one existing single family dwelling. The amendment consists of ,1) constructing a four (4) story 33 unit multi -family dwelling, and 2) eliminating fdur two-family dwellings, 725 Hinesburg Road. Jafta,, 4. CONTINUED PUBLIC HEARING: Final plat applicatiof#SD-05'Q of F & M Development Co, LLC to amend a previously approved a planned uHUdevelopment consisting of: 1) 309 residential units in six (6) buildings, 2) subdividingwo,(2) parcels of 24.458 acres into eight lots, 3) a 90,000 sq. ft, b luing which will include 1x OQ0 sq. ft. of retail, a 150 seat, 7,500 sq. ft. restaurant, 70,000 ft. of e�aeral office, 2,0 sq. ft. drive -in -bank, and ten (10) residential units, 4) a 4,43 ;Sq 'ft. expansion to an indoor .A recreation facility, and 5) an existing J 6,000 sq. ft. telex lion studio & office building. The amendment consists of: 1) subdidinq lot #1 into t4e0_3) lots, 2) boundary line adjustment between lots #8 & 9, 3) red`1 s`ze.of mixed -use %buifgling to 64,350 sq. ft. to :. . include 40,000 sq. ft. of office use, 7,00N sq. retail use arty six (6) dwelling units, 4) site modifications to 370 Farrell St, 5) incfeasmg; e ansion of indoor recreational facility by 210 sq. ft to 4,4,60 sq. ft., and 6)��rf5tructm 71 unit 4-story multi -family dwellingon lot #9, Farrli 5 _ 5. PUBLIC HEARfi�1G'�'.Final plate pplication #S® 05-73 of Cathedral Square Corp. to amend a previously approved a',04' ned unit development consisting of: 1) 309 residential units In fix (6) buildings,2j' g riding two (2) parcels of 24.458 acres into " ",a 9,0 01011i7jQ, q: � g q • eight lots.) tt 'ild n which will include 11,000 s ft. of retail, a 150 seat, 7 500 ft. restaura000s . of� general office, 2,500 sq. ft. drive -in -bank, and ten (I} residential units`�4:a 4,43©, Is ft. expansion to an indoor recreation facility, and 5) an exista �;,16,000 sq. ft° television studio & office building. The amendment consists of: 1) elimin tan of 90,000' �q. ft. mixed use building, 2) reduction in size of 16,000 sq. ft. television stucii�p 11,700 sq. ft., and 3) construct a 4 story 63 unit congregate care housing facility, ell Street. 6. CONTINUED PUB HEARING: Final plat application #SD-05-74 of Ann Fontana for a planned unit development consisting of: 1) converting 1528 sq. ft. general office to personal service use, and 2) constructing a 167 sq. ft. building addition within the required front setback area, 1433 Williston Road. 7.,�ontinued site plan application #SP-05-29 of Ann Fontana to allow 10 parking spaces be used for a nearby beauty salon on a lot used as a place of worship, 1451 Williston LI'Road. (GvE�� - 1 -