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HomeMy WebLinkAboutAP-2024-047 WS Landing at Hyannis LLC - 790 Iyannough Rd HYTown Clerk StamP ..:l: 'r;i,.' t._:i- iili:ir:,::;j T J "["elwn eif Barnstable Zoning Board of Appeals Application for a Special Permit lf Applicant(s) differs from owner, state nature of interest2 WS Landing at Hyannis LLC is the ground lessee of the property The undersigned hereby applies to the Zoning Board of Appeals for a Special Permit, in the manner and for the reasons set forth below: a I The Applicant(s) Name will be the entity to whom the special Permit will be issued to. For Office Use Only Date Application Received Appeal No.: Hearing Due Date:Hearing Date: Decision Due: Property Owngr; Town of Barnstable, c/o WS Asset Mgmt, lnc.Phone Property Location: T9Q.lManngUgff Road Village: Hyannis City: HYannis State; MA Zip: 02601 Address of Owner 33 Boylston Street, Suite 3000 (if different from above): strppt f srrppt Ndrnp City: Chestnut Hill State: MA lip: 02467 Assessor's lnfo:Map: 311 Parcel: 092 Zoning District: HB/B Groundwater Overlay: GP Registry of Deeds/Land Court Reference: Book: 3514 Page: 74 Document #:Certificate #: Plan Book:Plan Page Applicant's Name:'WS Landing at Hyannis LLC Phone: Applicant's Address:33 Bovlston Street, Strcet H,Street Nonrc Suite 3000 Fax #: City: Chestnut Hill State: MA zip: 02467 z4o- 25.C(10) Drive through windows for proposed bank andCite Section(s) & Title(s) from Zoning Ordinance ProPosea resrauranr Description of Activity/Reason for Request: The Applicant proposes to construct an approx. 3,366 sf bank with a drive-up window, and an approx. 3,605 sf restaurant with a drive-up window, together with associated site improvements. E YES - Please list Appeal #(s):1973-45, 1974-9, 1975-32, 1 990-48, 1996-03, 1996-20, 1985-85, 1999-137, 2001-72, NO 7 ls property subject to an existing Special Permit or Variance: Existing Level of Development of Property - Existing Number of Buildings: 6 Existing Use of Property: Shopping center Existins Gross Floor Area: Approx.242,358 sf Proposed Level of Development of Property - Total Number of Buildings: Between 8-10 Proposed Use of Property: Shopping center Proposed New Gross Floor Area: Approx. 7,000 sf of new, additional construction, plus "pad" area Site Plan Review Number: pment Date e 1 area forat roved: 1112112024rr1,: cant proposes 360 sf of Construction Activ center. ln thisis sh ase, an cabl located in the The Landing corner the , will be redeveloped to expand the shopping center use including an approx. 3,366 sf bank drive-up window, and a "pad" area for future construction3,605 restaurant es scap ng,age and with d window, an additional bui ng' ls the property located in a designated Historic District: stormwater im No sidewa and areasments Se6 ls the building a designated Historic mark:,3lsx No xres Nols this proposal subject to approval by the Board of Health X1o6 Nols this proposal subject to the jurisdiction of the Conservation Commission 116 NoHave you applied for a building permit: Have you been refused a building permit:vfcs No Signature:/l /sr, /totttDate: Phone: 508-790-5431Print Name: Elizadx, *q. ' "T- Mailing Address: Nutter, McClennen & Fish, LLP, 1471 lyannough Road, P.O. Box 1630 City: flysnnis State: MA Zip: 02601 Fax Number: 617-31 0-91 91 Email Address: ecox@nutter.com Attachment 2 The Landing at Hyannis – Phase 2 Addendum to Special Permit Application Since its execution of the ground lease with the Town of Barnstable for the approximately 26.72 acre subject property, formerly known as “Capetown Plaza”, the Applicant has embarked on a multi-phase redevelopment and modernization of the previously dated shopping center. Construction of the initial phase of the center, now known as The Landing at Hyannis, which is currently underway, consists of new facades on the largest building on the property, new parking, new and improved pedestrian connections, new and coordinated signage, and significantly enhanced landscaping. The Applicant now proposes “Phase 2” of the redevelopment which necessitates this zoning application. As shown on the project plans, the Applicant proposes to redevelop an approximately 128,360 square foot paved area presently striped with parking spaces in the south-east corner of the property. In this area, the shopping center use will be expanded to include an approximately 3,366 square foot stand -alone bank building with a drive-up window, a stand-alone approximately 3,605 square foot restaurant with a drive -up window, and a “pad” area for future construction of additional buildings. This phase also entails reconfigured parking, additional landscaping, additional drainage and stormwater tre atment, minor grading to improve ADA accessibility, and additional site features such as lighting, sidewalks connecting the Phase 2 area to Route 132 and internally within the site, and outdoor seating areas. Although the subject property is split between the HB and B zoning districts, the Phase 2 site work is located solely within the HB-zoned portion of the property. The proposed work has been reviewed and approved by the Site Plan Review Committee which conditioned its approval on receipt of a special permit for the proposed drive-up windows. In all other respects, the Phase 2 work either complies with the applicable zoning requirements or is pre-existing, non-conforming to the zoning requirements and is either maintaining or reducing the non- conformity. With respect to parking, the Zoning Board of Appeals approved special permit no. 2023 - 021 in October of 2023, setting forth a minimum parking ratio of 3.5 spaces per 1,000 square feet for the shopping center. Upon completion of the Phase 2 redevelopment, the proposed parking ratio will be approximately 4.66 spaces per 1,000 square feet, thereby complying (and exceeding) the requirements of the Zoning Board’s 2023 parking special permit decision. Section 240-25.C(10) of the Zoning Ordinance permits the two proposed drive-up windows by special permit upon finding that the drive-up windows do not “substantially adversely affect the public health, safety, welfare, comfort or convenience of the communi ty.” Here, the proposed bank and restaurant drive-up windows demonstrably satisfy this required finding. The restaurant drive-up window is proposed on the north side of the structure, internally facing the shopping center. The drive-up window comfortably allows 8 cars to be stacked in a queue without interfering with any parking spaces. The plan also includes a “waiting space” for a customer to pass the drive-up window and wait for their order if it isn’t completed. The proposed plan also incorporates a pass-by lane around the drive-up queuing lane. The bank’s proposed drive-up window is located on the east side of the proposed structure, separated from the proposed parking area for the future “pad” locations. The bank’s drive-up window can accommodate several cars in the drive-up lane, and if necessary, additional cars can queue alongside the building without blocking parking spaces. The proposed drive-up windows provide a comfort and convenience to the community by allowing access to services without needing to exit their vehicle. The internal site circulation, which was reviewed by the Site Plan Review Committee, is such that the cars utilizing the drive - up windows can be comfortably and safely accommodated on-site without interfering with vehicular or pedestrian circulation. And, both drive-up windows are designed to safely accommodate queues on-site without any substantial adverse effects. Accordingly, the Applicant respectfully requests issuance of the conditional use special permit to allow both drive-up windows. 6974500.1 Attachment 3 Plotted On:Oct 15, 2024-2:48pm By: JBowmanLast Saved:10/11/2024Tighe & Bond:F:\Projects\W\W2197 WS Development Assoc LLC\-003A The Landing at Hyannis Phase 3\Drawings\AutoCAD\Sheet\W2197-003A-C-COVR.dwgPREPARED BY: COMPLETE SET 19 SHEETS LOCATION MAP SCALE: 1" = 2000' PROJECT LOCATION PREPARED FOR: Capetown Plaza, LLC C/O WS Development Associates, LLC 33 Boylston Street, Suite 3000 Chestnut Hill, Massachusetts 02467 OCTOBER 11, 2024 TOWN OF BARNSTABLE, MA THE LANDING AT HYANNIS - PHASE ll 790 IYANNOUGH ROAD N PREPARED BY:LIST OF DRAWINGS SHEET NO.DRAWING NO.DRAWING TITLE 1 -COVER SHEET 2 G.100 GENERAL NOTES & LEGEND 3 C.100 OVERALL EXISTING CONDITIONS & DEMOLITION PLAN 4 C.101 EXISTING CONDITIONS & DEMOLTION PLAN 5 C.200 OVERALL SITE PLAN 6 C.201 SITE PLAN 7 C.301 GRADING, DRAINAGE & EROSION CONTROL PLAN 8 C.401 UTILITIES PLAN 9 C.501 EROSION CONTROL NOTES & DETAILS SHEET 10 C.502 DETAILS SHEET 11 C.503 DETAILS SHEET 12 C.504 DETAILS SHEET 13 C.505 DETAILS SHEET 14 C.506 DETAILS SHEET 15 C.507 DETAILS SHEET 16 C.508 DETAILS SHEET 17 L.100 LANDSCAPE PLAN 18 L.200 LANDSCAPE DETAILS 19 P.101 PHOTOMETRICS PLAN SITE PLAN REVIEW 88 Route 6A, Sandwich, Massachusetts 02563 (508) 255-6511 SURVEYED BY: Greenman Pedersen, Inc. 179 South Street, Second Floor Boston, MA 0211 MDSEMIHHTELEGENDEXISTING CONCRETEINLET PROTECTION BARRIERDDDEXISTING DRAIN LINEEASEMENT LINEOHWOHWOHWEXISTING OVERHEAD WIREGGGEXISTING GAS LINESSSEXISTING SEWER LINEWWWEXISTING WATER LINEXXXXEXISTING CHAINLINK FENCEEXISTING GUARDRAILEXISTING CONTOUR LINEEXISTING IRRIGATION HANDHOLEEXISTING HYDRANTEXISTING UTILITY POLEEXISTING WATER VALVEEXISTING LIGHT POLE BASEEXISTING LIGHT POLEEXISTING CATCH BASINEXISTING MANHOLEEXISTING DRAIN MANHOLEEXISTING SEWER MANHOLEEXISTING ELECTRIC MANHOLEEXISTING ELECTRIC BOXEXISTING BOLLARDEXISTING TRANSFORMEREXISTING GAS VALVECOZONE LINEPROPERTY LINEEXISTING SIGNEXISTING CLEANOUTEXISTING GUY WIREMWEXISTING MONITORING WELLGMETCETCETCEXISTING ELECTRIC, TELEPHONE,& COMMUNICATION LINEEXISTING GAS METERSTANDARD DUTY PAVEMENTHEAVY DUTY PAVEMENTPROPOSED CONCRETESSSPROPOSED LIGHTPOLES & FIXTURESPROPOSED GREASE INTERCEPTORPROPOSED SEWER MANHOLEPSPSPROPOSED SEWER LINEPWPWPROPOSED WATER LINEOOOOPROPOSED SILT SOCKPROPOSED BOLLARDPROPOSED PAINTED ARROWPROPOSED SIGNPROPOSED MAJOR CONTOUR LINEPROPOSED MINOR CONTOUR LINEDPROPOSED DRAIN LINEPROPOSED DRAIN MANHOLEPROPOSED CATCH BASINOOOOOPROPOSED SILT SOCKPROPOSED SHRUBPROPOSED TREEELELPROPOSED SITE LIGHTING ANDRECEPTACLE CONDUITABBREVIATIONS/ACRONYMSBCBOTTOM OF CURBBCCBITUMINOUS CONCRETE CURBCBCATCH BASINDMHDRAIN MANHOLEFFEFINISH FLOOR ELEVATIONHDPEHIGH DENSITY POLYETHYLENEINV.INVERTMAX.MAXIMUMMIN.MINIMUMPPIPEPCBPROPOSED CATCH BASINPCCPRECAST CONCRETE CURBPCDPROPOSED CANOPY DRAINPCOPROPOSED CLEAN OUTPDMHPROPOSED DRAIN MANHOLEPYDPROPOSED YARD DRAINSSLOPETCTOP OF CURBTPTOP OF PADTWTOP OF WALLTYP.TYPICALVIFVERIFY IN FIELDVCCVERTICAL CONCRETE CURBW/WITHEXISTING CONCRETE TO BEREMOVEDAPPROXIMATE LOCATION OFEXISTING GAS LINEGENERAL NOTES:1.PER MASSACHUSETTS LAW, CALL 1-888-DIG-SAFE, (1-888-344-7233) AND THE TOWN OF BARNSTABLE UTILITY DEPARTMENTSPRIOR TO ANY UNDERGROUND EXCAVATION ON SITE. THE DIG-SAFE VERIFICATION NUMBER SHALL BE SUBMITTED TO THETOWN OF BARNSTABLE PRIOR TO ANY CONSTRUCTION WORK.2.IF FIELD CONDITIONS ARE OBSERVED THAT VARY SIGNIFICANTLY FROM THOSE SHOWN ON THESE DRAWINGS, IMMEDIATELYNOTIFY THE ENGINEER IN WRITING FOR RESOLUTION OF THE CONFLICTING INFORMATION.3.PRIOR TO THE START OF CONSTRUCTION, CAREFULLY COORDINATE ALL WORK WITH THAT OF ALL SUBCONTRACTORS, THETOWN, UTILITY COMPANIES, AND OTHER CONTRACTORS WORKING WITHIN THE PROJECT LIMITS.4.THE CONSTRUCTION SITE MUST BE ACCESSIBLE TO EMERGENCY VEHICLES AT ALL TIMES.5.PROVIDE A SMOOTH, FLUSH TRANSITION BETWEEN ALL NEW AND EXISTING PAVEMENTS.6.PAVEMENT REMOVAL LIMITS ARE SHOWN FOR CONTRACTOR'S CONVENIENCE. ADDITIONAL PAVEMENT REMOVAL MAY BEREQUIRED DEPENDING ON THE CONTRACTOR'S OPERATION. CONTRACTOR SHALL VERIFY FULL LIMITS OF PAVEMENT REMOVALPRIOR TO BID.7.ADJUST ALL MANHOLES, CATCH BASINS, WATER SHUT-OFFS, VALVES AND OTHER MUNICIPAL STRUCTURES FLUSH WITHFINISHED GRADE.8.UTILITIES REQUIRING ADJUSTMENT TO FINISHED GRADE NOT OWNED OR MAINTAINED BY THE TOWN SHALL BE ADJUSTED TOFINISHED GRADE BY THE UTILITY OWNER. COORDINATE WITH THE UTILITY OWNER TO PERFORM THE ADJUSTMENT. SUCHUTILITIES INCLUDE GAS, ELECTRICAL, TELECOMMUNICATIONS, ETC.9.REMOVE AND PROPERLY/LEGALLY DISPOSE OF ALL EXCESS MATERIALS GENERATED FROM CONSTRUCTION.10.PROVIDE INLET PROTECTION BARRIERS AT ALL CATCH BASINS/CURB INLETS WITHIN CONSTRUCTION LIMITS AS WELL ASCATCH BASINS/CURB INLETS THAT MAY RECEIVE RUNOFF FROM CONSTRUCTION ACTIVITIES. INLET PROTECTION BARRIERSSHALL BE MAINTAINED FOR THE DURATION OF THE PROJECT.11.OBTAIN AND COMPLY WITH ALL THE TOWN OF BARNSTABLE STREET OPENING AND DRIVEWAY PERMIT REQUIREMENTS ASAPPLICABLE.12.COMPLY WITH THE TOWN OF BARNSTABLE STANDARDS AND REQUIREMENTS.13.EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE START OF ANY CLEARING OR DEMOLITION ACTIVITIES.14.BOLD TEXT AND LINES INDICATE PROPOSED WORK. LIGHT TEXT AND LINES INDICATE APPROXIMATE EXISTING CONDITIONS.ACCESSIBILITY NOTES:1.IT IS THE INTENT OF THESE DOCUMENTS THAT SITE GRADING COMPLIES WITH ACCESS REQUIREMENTS OF THEARCHITECTURAL BARRIERS ACT (ABA), THE AMERICANS WITH DISABILITIES ACT (ADA), AND ARCHITECTURAL ACCESS BOARD(521 CMR - PART C EXTERIOR). SMALL CHANGES IN GRADE OVER RELATIVELY SHORT DISTANCES (E.G. AT PARKING SPACES,ACCESSIBLE ROUTE, AND RAMPS) MIGHT NOT BE CLEARLY DEPICTED WITHIN THE CONTOUR INTERVAL SHOWN. COMPLY WITHTHE CRITERIA IN THESE STANDARDS. SELECT MAXIMUM SLOPE CRITERIA FOR ACCESSIBLE AREAS ARE REPRODUCED BELOW:·PARKING STALL AND PASSENGER LOADING ZONE (ANY DIRECTION) SLOPE < 2.0%·LONGITUDINAL SLOPE ALONG ACCESSIBLE ROUTES < 5.0%·CROSS SLOPE ALONG ACCESSIBLE ROUTES < 2.0%2.NOTE THAT THE CITED ACCESSIBILITY REQUIREMENTS ALLOW NO TOLERANCE FOR SLOPES GREATER THAN THE MAXIMUMSLOPE.3.WALKWAYS SHALL HAVE CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR CHANGES IN LEVEL GREATER THAN1/4" INCH UNLESS SHOWN ON THE SITE PLANS.4.THE WHEELCHAIR RAMPS SLOPES AND SIDE SLOPES (TRANSITIONS) WILL BE 7.5% WITH A CONSTRUCTION TOLERANCE OF0.5%±. HOWEVER, THESE SLOPES MAY BE FLATTER WHEN WARRANTED BY SURROUNDING CONDITIONS.5.WHERE THE ROAD PROFILE EXCEEDS 4%, THE WCR HIGH SIDE TRANSITION LENGTH UNDER ANY CONDITIONS NEED NOTEXCEED 15-FEET.6.AT NO TIME IS ANY PART OF THE WCR, EXCLUDING CURB TRANSITIONS, TO BE LOCATED OUTSIDE THE CROSSWALK. THE WCRENTRANCE IS TO BE CENTERED IN THE CROSSWALK WHENEVER POSSIBLE.7.THE ENTRANCE OF A WCR SHALL BE FLUSH WITH THE ROADWAY.8.DETECTABLE WARNING PANELS SHALL BE INSTALLED ONLY WITHIN THE RIGHT OF WAY AS SHOWN ON PLANS AND ARE TO BEINSTALLED IN ACCORDANCE WITH MASSDOT CONSTRUCTION STANDARD DETAIL E 107.6.5R (DECEMBER 2016)EROSION CONTROL NOTES:SEE SHEET C.501 FOR GENERAL EROSION CONTROL NOTES & DETAILS SHEET.DEMOLITION NOTES:1.THE LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE AND THE LOCATIONS ARE NOT GUARANTEED BY THE OWNEROR THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE ALL UTILITIES, ANTICIPATE CONFLICTS, REPAIREXISTING UTILITIES AND RELOCATE EXISTING UTILITIES REQUIRED TO COMPLETE THE WORK.2.THE CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES. CALL DIG SAFE AT LEAST 72 HOURS PRIOR TO THECOMMENCEMENT OF ANY DEMOLITION/CONSTRUCTION ACTIVITIES.3.ALL UTILITIES AND DRAINAGE STRUCTURES ARE TO REMAIN UNLESS SPECIFICALLY NOTED ON THE PLANS TO BE REMOVED.4.REMOVE AND SALVAGE FOR REUSE EXISTING LIGHTING WITHIN LIMITS OF WORK.5.ALL MATERIALS SCHEDULED TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISESPECIFIED. THE CONTRACTOR SHALL DISPOSE OF ALL MATERIALS OFF-SITE IN ACCORDANCE WITH ALL FEDERAL, STATE, ANDLOCAL REGULATIONS, ORDINANCES AND CODES.6.ANY EXISTING WORK OR PROPERTY DAMAGED OR DISRUPTED BY CONSTRUCTION/ DEMOLITION ACTIVITIES SHALL BEREPLACED OR REPAIRED TO MATCH ORIGINAL EXISTING CONDITIONS BY THE CONTRACTOR AT NO ADDITIONAL COST TO THEOWNER.7.SAW CUT AND REMOVE PAVEMENT ONE (1) FOOT OFF PROPOSED EDGE OF PAVEMENT OR EXISTING CURB LINE IN ALL AREASWHERE PAVEMENT TO BE REMOVED ABUTS EXISTING PAVEMENT OR CONCRETE TO REMAIN.8.IT IS THE CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH THE CONDITIONS OF ALL OF THE PERMITAPPROVALS.9.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ADDITIONAL PERMITS, NOTICES AND FEES NECESSARY TO COMPLETE THEWORK AND ARRANGE FOR AND PAY FOR NECESSARY INSPECTIONS AND APPROVALS FROM THE AUTHORITIES HAVINGJURISDICTION.10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION AND OFF-SITE DISPOSAL OF MATERIALS REQUIRED TOCOMPLETE THE WORK.11.CONTRACTOR SHALL VERIFY ORIGIN OF ALL DRAINS AND UTILITIES PRIOR TO REMOVAL/TERMINATION TO DETERMINE IFDRAINS OR UTILITY IS ACTIVE, AND SERVICES ANY ON OR OFF-SITE STRUCTURE TO REMAIN. CONTRACTOR SHALL NOTIFYENGINEER IMMEDIATELY OF ANY SUCH UTILITY FOUND AND SHALL MAINTAIN THESE UTILITIES UNTIL PERMANENT SOLUTION ISIN PLACE.12.PAVEMENT REMOVAL LIMITS ARE SHOWN FOR CONTRACTOR'S CONVENIENCE. ADDITIONAL PAVEMENT REMOVAL MAY BEREQUIRED DEPENDING ON THE CONTRACTOR'S OPERATION. CONTRACTOR TO VERIFY FULL LIMITS OF PAVEMENT REMOVALPRIOR TO BID.13.COORDINATE ALL WORK WITHIN THE PUBLIC RIGHT OF WAYS WITH THE TOWN OF BARNSTABLE.14.REMOVE TREES AND BRUSH AS REQUIRED FOR COMPLETION OF WORK. CONTRACTOR SHALL GRUB AND REMOVE ALL STUMPSWITHIN LIMITS OF WORK AND DISPOSE OF OFF SITE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL LAWS ANDREGULATIONS.15.CONTRACTOR SHALL PROTECT ALL PROPERTY MONUMENTATION THROUGHOUT DEMOLITION AND CONSTRUCTION OPERATIONS.SHOULD ANY MONUMENTATION BE DISTURBED BY BY THE CONTRACTOR, THE CONTRACTOR SHALL EMPLOY A MASSACHUSETTSLICENSED SURVEYOR TO REPLACE DISTURBED MONUMENTS.16.PROVIDE INLET PROTECTION BARRIERS AT ALL CATCH BASINS/CURB INLETS WITHIN CONSTRUCTION LIMITS AS WELL ASCATCH BASINS/CURB INLETS THAT MAY RECEIVE RUNOFF FROM CONSTRUCTION ACTIVITIES. INLET PROTECTION BARRIERSSHALL BE MAINTAINED FOR THE DURATION OF THE PROJECT. INLET PROTECTION BARRIERS SHALL BE "HIGH FLOW SILT SACK"BY ACF ENVIRONMENTAL OR EQUAL. INSPECT BARRIERS WEEKLY AND AFTER EACH RAIN EVENT OF 0.25 INCHES OR GREATER.CONTRACTOR SHALL COMPLETE A MAINTENANCE INSPECTION REPORT AFTER EACH INSPECTION. SEDIMENT DEPOSITS SHALLBE REMOVED AFTER EACH STORM EVENT OR MORE OFTEN IF THE FABRIC BECOMES CLOGGED OR SEDIMENT HAS ACCUMULATEDTO 1/3 THE DESIGN DEPTH OF THE BARRIER.17.THE CONTRACTOR SHALL PHASE DEMOLITION AND CONSTRUCTION AS REQUIRED TO PROVIDE CONTINUOUS SERVICE TOEXISTING BUSINESSES AND HOMES THROUGHOUT THE CONSTRUCTION PERIOD. EXISTING BUSINESS AND HOME SERVICESINCLUDE, BUT ARE NOT LIMITED TO ELECTRICAL, COMMUNICATION, FIRE PROTECTION, DOMESTIC WATER AND SEWERSERVICES. TEMPORARY SERVICES, IF REQUIRED, SHALL COMPLY WITH ALL FEDERAL, STATE, LOCAL AND UTILITY COMPANYSTANDARDS. CONTRACTOR SHALL PROVIDE DETAILED CONSTRUCTION SCHEDULE TO OWNER PRIOR TO ANYDEMOLITION/CONSTRUCTION ACTIVITIES.18.EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE START OF ANY CLEARING OR DEMOLITION ACTIVITIES.19.THE CONTRACTOR SHALL PAY ALL COSTS NECESSARY FOR TEMPORARY PARTITIONING, BARRICADING, FENCING, SECURITY ANDSAFETY DEVICES REQUIRED FOR THE MAINTENANCE OF A CLEAN AND SAFE CONSTRUCTION SITE.20.SAW CUT AND REMOVE PAVEMENT AND CONSTRUCT PAVEMENT TRENCH PATCH FOR ALL DRAINAGE STRUCTURES TO BEREMOVED AND PROPOSED DRAINAGE LOCATED IN EXISTING PAVEMENT AREAS TO REMAIN.21.THE CONTRACTOR SHALL REMOVE AND SALVAGE EXISTING GRANITE CURB FOR REUSE. GROUP OLD CURBING TO BE RESETTOGETHER IN ORDER TO ACHIEVE A MORE COHESIVE APPEARANCE.GRADING AND DRAINAGE NOTES:1.COMPACTION REQUIREMENTS:BELOW PAVED OR CONCRETE AREAS95%*TRENCH BEDDING MATERIAL AND SAND BLANKET BACKFILL95%*BELOW LOAM AND SEED AREAS90%** ALL PERCENTAGES OF COMPACTION SHALL BE OF THE MAXIMUM DRY DENSITY AT THE OPTIMUM MOISTURECONTENT AS DETERMINED AND CONTROLLED IN ACCORDANCE WITH ASTM D-1557, METHOD C FIELD DENSITYTESTS SHALL BE MADE IN ACCORDANCE WITH ASTM D-1556 OR ASTM-2922.2.ALL STORM DRAINAGE PIPES SHALL BE HIGH DENSITY POLYETHYLENE (HANCOR HI-Q, ADS N-12 OR APPROVEDEQUAL) OR RCP CLASS IV, UNLESS OTHERWISE SPECIFIED.3.ADJUST ALL MANHOLES, CATCH BASINS, CURB BOXES, ETC. WITHIN LIMITS OF WORK TO FINISH GRADE.4.CONTRACTOR SHALL PROVIDE A FINISH PAVEMENT SURFACE AND LAWN AREAS FREE OF LOW SPOTS AND PONDINGAREAS. CRITICAL AREAS INCLUDE BUILDING ENTRANCES, EXITS, AND RAMPS.5.CONTRACTOR SHALL THOROUGHLY CLEAN ALL CATCHBASINS AND DRAIN LINES, WITHIN THE LIMIT OF WORK, OFSEDIMENT IMMEDIATELY UPON COMPLETION OF CONSTRUCTION.6.ALL MATERIALS AND CONSTRUCTION SHALL CONFORM WITH APPLICABLE FEDERAL, STATE AND LOCAL CODES.7.ALL DISTURBED AREAS NOT TO BE PAVED OR OTHERWISE TREATED SHALL RECEIVE 6" LOAM, SEED FERTILIZER ANDMULCH.8.ALL PROPOSED CATCHBASINS SHALL BE EQUIPPED WITH OIL/GAS SEPARATOR HOODS AND 4' SUMPS.9.ALL MATERIALS AND CONSTRUCTION SHALL CONFORM WITH APPLICABLE FEDERAL, STATE AND TOWN OFBARNSTABLE DEPARTMENT OF PUBLIC WORKS AND CONSTRUCTION SPECIFICATIONS, LATEST REVISIONS.10.CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE PROJECT SURVEYOR FOR ALL BENCHMARK INFORMATION.UTILITY NOTES:1.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE AND THE LOCATIONS ARE NOTGUARANTEED BY THE OWNER OR ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE ALL UTILITIES,ANTICIPATE CONFLICTS, REPAIR EXISTING UTILITIES, AND RELOCATE EXISTING UTILITIES REQUIRED TO COMPLETETHE WORK AT NO ADDITIONAL COST TO THE OWNER.2.COORDINATE ALL UTILITY WORK WITH APPROPRIATE UTILITY COMPANY.3.CONNECTION TO EXISTING WATER MAIN SHALL BE CONSTRUCTED TO TOWN OF BARNSTABLE STANDARDS.4.ALL ELECTRICAL MATERIAL WORKMANSHIP SHALL CONFORM TO THE NATIONAL ELECTRIC CODE, LATEST EDITION,AND ALL APPLICABLE STATE AND LOCAL CODES.5.ALL UNDERGROUND CONDUITS SHALL HAVE NYLON PULL ROPES TO FACILITATE PULLING CABLES.6.THE CONTRACTOR SHALL OBTAIN, PAY FOR, AND COMPLY WITH ALL REQUIRED PERMITS, ARRANGE FOR ALLINSPECTIONS, AND SUBMIT COPIES OF ACCEPTANCE CERTIFICATES TO THE OWNER PRIOR TO THE COMPLETION OFTHIS PROJECT.7.THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL MANHOLES, BOXES, FITTINGS, CONNECTORS, COVER PLATES,AND OTHER MISCELLANEOUS ITEMS NOT NECESSARILY DETAILED ON THESE DRAWINGS TO RENDER INSTALLATIONOF UTILITIES COMPLETE AND OPERATIONAL.8.A 10-FOOT MINIMUM EDGE TO EDGE HORIZONTAL SEPARATION SHALL BE PROVIDED BETWEEN ALL WATER ANDSANITARY SEWER LINES. AN 18-INCH MINIMUM OUTSIDE TO OUTSIDE VERTICAL SEPARATION SHALL BE PROVIDEDAT ALL WATER/SANITARY SEWER CROSSINGS.9.THE CONTRACTOR SHALL CONTACT "DIG-SAFE" 72 HOURS PRIOR TO COMMENCING CONSTRUCTION. THECONTRACTOR SHALL HAVE THE "DIG-SAFE" NUMBER ON SITE AT ALL TIMES.10.HYDRANTS, GATE VALVES, FITTINGS, ETC. SHALL MEET THE REQUIREMENTS OF THE TOWN OF BARNSTABLE.11.CONTRACTOR SHALL COORDINATE ALL ELECTRIC WORK INCLUDING BUT NOT LIMITED TO: CONDUIT AND MANHOLECONSTRUCTION WITH POWER COMPANY.12.CONTRACTOR SHALL PHASE UTILITY CONSTRUCTION AS TO MAINTAIN CONTINUOUS SERVICE TO ABUTTINGPROPERTIES. CONTRACTOR SHALL COORDINATE TEMPORARY SERVICES TO ABUTTERS WITH THE UTILITY COMPANYAND AFFECTED ABUTTER.WETLAND NOTE:1.JURISDICTIONAL WETLANDS WERE DELINEATED DECEMBER 28, 2022 BY KATARZYNA KOS, MS, WETLAND SCIENTISTOF TIGHE & BOND. WETLAND CRITERIA USED INCLUDES: CORPS OF ENGINEERS WETLAND DELINEATION MANUAL,REGIONAL SUPPLEMENT TO THE CORPS OF ENGINEERS WETLAND DELINEATION MANUAL, NORTHCENTRAL ANDNORTHEAST REGION (JANUARY 2012), FIELD INDICATORS FOR IDENTIFYING HYDRIC SOILS IN NEW ENGLAND,VERSION 4 (2028), U.S ARMY CORPS OF ENGINEERS NORTH CENTRAL AND NORTHEAST 2016 REGIONAL WETLANDPLANT LIST (LICHVAR ET AL., 2016), MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION GUIDELINES.LANDSCAPE NOTES:1.SEE SHEET L.100 FOR LANDSCAPE NOTES.EXISTING CONDITIONS PLAN NOTES:1.EXISTING CONDITIONS ARE BASED ON A FIELD SURVEY BY GREENMAN-PEDERSEN, INC., DATED AUGUST 27, 2024.REFERENCE PLANS:1."PARTIAL AS-BUILT SITE PLAN" PREPARED BY GREENMAN-PEDERSEN, INC., DATED AUGUST 27TH, 2024.SITE NOTES:1.REFER TO BUILDING PLANS FOR ALL SITE FEATURES BETWEEN BACK OF CURB AND BUILDING FACE.2.STRIPE PARKING AREAS AS SHOWN, INCLUDING PARKING SPACES, STOP BARS, ADA SYMBOLS, PAINTED ISLANDS,CROSS WALKS, ARROWS, LEGENDS AND CENTERLINES (ALL MARKINGS EXCEPT CENTERLINE AND MEDIAN ISLANDS TOBE CONSTRUCTED USING WHITE TRAFFIC PAINT. CENTERLINE AND MEDIAN ISLANDS TO BE CONSTRUCTED USINGYELLOW TRAFFIC PAINT. ALL TRAFFIC PAINT SHALL MEET THE REQUIREMENTS OF AASHTO M248 TYPE "F").3.ALL PAVEMENT MARKINGS AND SIGNS TO CONFORM TO "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES","STANDARD ALPHABETS FOR HIGHWAY SIGNS AND PAVEMENT MARKINGS", AND THE AMERICANS WITH DISABILITIESACT REQUIREMENTS, LATEST EDITIONS.4.SEE DETAILS FOR PARKING STALL MARKINGS, ADA SYMBOLS, SIGNS AND SIGN POSTS.5.CENTERLINES SHALL BE FOUR (4) INCH WIDE YELLOW LINES. STOP BARS SHALL BE EIGHTEEN (18) INCHES WIDE.6.PAINTED ISLANDS SHALL BE FOUR (4) INCH WIDE DIAGONAL LINES AT 3'-0" O.C. BORDERED BY FOUR (4) INCH WIDELINES.7.THE CONTRACTOR SHALL EMPLOY A MASSACHUSETTS LICENSED ENGINEER/SURVEYOR TO DETERMINE ALL LINES ANDGRADES.8.CLEAN AND COAT VERTICAL FACE OF EXISTING PAVEMENT AT SAWCUT LINE WITH RS-1 EMULSION IMMEDIATELYPRIOR TO PLACING NEW BITUMINOUS CONCRETE.9.ALL MATERIALS AND CONSTRUCTION SHALL CONFORM WITH APPLICABLE FEDERAL, STATE AND/OR TOWN CODES &SPECIFICATIONS.10.CONTRACTOR TO SUBMIT AS-BUILT PLANS IN DIGITAL FORMAT (.DWG AND .PDF FILE) TO THE OWNER AND ENGINEERUPON COMPLETION OF THE PROJECT. AS-BUILTS SHALL BE PREPARED AND CERTIFIED BY A MASSACHUSETTSLICENSED LAND SURVEYOR.11.ALL WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE PUBLIC WORKS, STANDARD SPECIFICATIONS ASREQUIRED.12.CONTRACTOR TO PROVIDE BACKFILL AND COMPACTION AT CURB LINE AFTER CONCRETE FORMS FOR SIDEWALKS ANDPADS HAVE BEEN STRIPPED. COORDINATE WITH BUILDING CONTRACTOR.13.ALL LIGHT POLE BASES NOT PROTECTED BY A RAISED CURB SHALL BE PAINTED YELLOW.14.ALL DIMENSIONS ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.PUE&CPUE&CPROPOSED ELECTRICAL ANDCOMMUNICATIONS CONDUITPUEPUEPROPOSED ELECTRICAL CONDUITCOMCOMPROPOSED COMMUNICATIONS CONDUIT0-2PGPGPROPOSED GAS LINEPROPOSED PERFORATED DRAINLINEPROPOSED HYDRANTPROPOSED WATER VALVEDESIGNED/CHECKED:DRAWN BY:FILE:DATE:BARNSTABLE, MAAPPROVED:THE LANDINGAT HYANNISPHASE llWSDEVELOPMENTASSOCIATES, LLCPROJECT NO:Plotted On:Oct 15, 2024-2:59pm By: JBowmanLast Saved:10/9/2024Tighe & Bond:F:\Projects\W\W2197 WS Development Assoc LLC\-003A The Landing at Hyannis Phase 3\Drawings\AutoCAD\Sheet\W2197-003A-C-NOTES.dwg MARKDATEDESCRIPTIONW2197-003A-C-NOTES.dwgOCTOBER 11, 2024W2197-003ASCALE:EGDJMPAS SHOWNJRB/MKF/NSCSITE PLANREVIEWGENERAL NOTES &LEGEND SHEETG.100 8" WATER 8" WATER2 " G A S 4" GAS4" GASSINV=53.5(a)INV=53.5(b)INV=49.0(a)INV=48.6(c)AIRPORT ROAD CIT AVENUE2" WATER2" GASSSSS15' WIDE TELEPHONE &ELECTRIC EASEMENTDRIVEWAYEASEMENT DRIVEWAYEASEMENT15' WIDETELEPHONE & ELECTRICEASEMENT15' WIDETELEPHONE & ELECTRICEASEMENT15' WIDETELEPHONE & ELECTRICEASEMENT25' WIDESLOPE EASEMENT15' WIDETELEPHONE EASEMENTDR IV EW A Y E A S EM EN T "B" EASEM EN T " F"(DEED BOO K 1794 PAG E20)EASEMENT "F"(DEED BOOK 1794 PAGE20)MAY 3, 1971 COUNTY LAYOUT ALTERATION(PLAN BOOK 257 PAGE 85 & 86)MAY 3, 1971 COUNTY LAYOUT ALTERATION(PLAN BOOK 257 PAGE 85 & 86)15' WIDETELEPHONE & ELECTRICEASEMENTDRIVEWAYEASEMENT20' WIDE TELEPHONE& ELECTRIC EASEMENT15' WIDE TELEPHONE EASEMENT15' WIDE TELEPHONE &ELECTRIC EASEMENTIYANNOUGH ROAD - ROUTE 132OVERALL EXISTINGCONDITIONS &DEMOLITION PLANC.100N0060'120'SCALE IN FEETGRAPHIC SCALEDESIGNED/CHECKED:DRAWN BY:FILE:DATE:BARNSTABLE, MAAPPROVED:THE LANDINGAT HYANNISPHASE llWSDEVELOPMENTASSOCIATES, LLCPROJECT NO:Plotted On:Oct 15, 2024-2:51pm By: JBowmanLast Saved:10/11/2024Tighe & Bond:F:\Projects\W\W2197 WS Development Assoc LLC\-003A The Landing at Hyannis Phase 3\Drawings\AutoCAD\Sheet\W2197-003A-C-DSGN.dwg MARKDATEDESCRIPTIONW2197-003A-C-DSGN.dwgOCTOBER 11, 2024W2197-003ASCALE:EGDJMPAS SHOWNJRB/MKF/NSCSITE PLANREVIEWEXISTING SHOPPING CENTEREXISTING SHOPPING CENTEREXISTING STORMWATERMANAGEMENT AREAEXISTING STORMWATER MANAGEMENT AREAAPPROXIMATE LIMIT OFWORK (TYP.)EXISTING SHOPPING CENTER100' WETLAND BUFFER50' WETLAND BUFFER100' WETLAND BUFFER50' WETLAND BUFFERPROPERTY LINE PROPERTY LINEBUSINESS ZONEHIGHWAY BUSINESS ZONEEXISTING SHOPPING CENTEREXISTING SHOPPING CENTEREXISTING SHOPPING CENTEREXISTING SHOPPING CENTEREXISTING SHOPPING CENTEREXISTING SHOPPING CENTERSEE SHEET C.101 EXISTINGCONDITIONS &DEMOLITION PLAN 18" RCP24"RCP24"RCP8" CLAY (FOR ROOF DRAINS)12" RCP24" R C P b18" RCP24" R C P 24" R C P 16" WATER MAIN6" SEWER 6" PVC 8" PVC8" PVC8"PVC8" PVC 8" S EW E R 8" WATER 2 " G A S 8" SEWER8" SEWERacBUSINESS DISTRICT2" WATER8" STUB8" PVCbSSSSHIGHWAY BUSINESS DISTRICTac8" WATER DR IV EW A Y E A S EM EN T "B"EASEMENT " F"(DEED BOO K 1794 PAGE20)EASEMENT "F"(DEED BOOK 1794 PAGE20)MAY 3, 1971 COUNTY LAYOUT ALTERATION(PLAN BOOK 257 PAGE 85 & 86)DRIVEWAYEASEMENTIYANNOUGH ROAD - ROUTE 132(TO REMAIN)(TO REMAIN)(TO REMAIN)(TO REMAIN)(TO REMAIN)(TO REMAIN)(TO REMAIN)(TO REMAIN)(TO REMAIN)(TO REMAIN)PROPOSEDSAWCUT LINE(TYP.)PROPOSEDSAWCUT LINE(TYP.)PROPOSED LIMITOF WORK (TYP.)APPROXIMATE LIMITOF PAVEMENTREMOVAL (TYP.)CATCH BASINTO BE REMOVEDDRAIN LINETO BE REMOVEDLIMIT OF DRAINLINE REMOVALPAVEMENT MARKINGSTO BE REMOVED (TYP.)SIGNS TO BE REMOVEDAND RELOCATEDLIMIT OF CURB REMOVALLIMIT OF CURB REMOVALLIMIT OF CURB REMOVALCURB TO BEREMOVED (TYP.)CURB TO BEREMOVED (TYP.)CURB TO BEREMOVED (TYP.)LIMIT OF CURB REMOVALLIMIT OF CURB REMOVALLIGHT POLE & BASETO BE REMOVED(TYP. OF 6)LANDSCAPING TO BE REMOVEDAND REPLANTED AS REQUIREDFOR PROPOSED LIGHT POLESAND TRANSFORMER (TYP.)IRRIGATION STRUCTURESTO BE REMOVED ANDRELOCATED AS REQUIRED(TYP.)CURB STOP TOBE REMOVED(TYP. )SIGN TO BEREMOVED (TYP.)TREE ANDLANSCAPING TO BEREMOVED ASREQUIRED (TYP.)HYDRANTTO BEREMOVEDANDRELOCATEDLIMIT OF CURB REMOVALPROPOSED INLET PROTECTIONBARRIER (TYP.)MATERIAL STOCKPILETO BE REMOVEDLIGHT POLES ANDLANDSCAPINGALONG ENTRANCE TOREMAIN (TYP. OF 2)BLACK OUTSTOP BARAND LEGENDWATERLINE TOREMAIN (TYP.)SEWER TOREMAINWATER LINEAND VALVES TOREMAIN (TYP.)SIGN TO REMAINUTILITY POLE TO REMAINPROPOSED INLET PROTECTIONBARRIER (TYP.)LIMIT OF CURB REMOVALLANDSCAPING TO REMAIN (TYP.)LIGHT POLETO REMAINTREE TO REMAINOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO OOOOOOOOOOOOOOOOOOOOOO OOOOOOOOOOOOOOOOOOOOOOO O O O OOOOOOOOGAS TOREMAINEXISTING CONDITIONS& DEMOLITION PLANC.101N0030'60'SCALE IN FEETGRAPHIC SCALEDESIGNED/CHECKED:DRAWN BY:FILE:DATE:BARNSTABLE, MAAPPROVED:THE LANDINGAT HYANNISPHASE llWSDEVELOPMENTASSOCIATES, LLCPROJECT NO:Plotted On:Oct 15, 2024-2:52pm By: JBowmanLast Saved:10/11/2024Tighe & Bond:F:\Projects\W\W2197 WS Development Assoc LLC\-003A The Landing at Hyannis Phase 3\Drawings\AutoCAD\Sheet\W2197-003A-C-DSGN.dwg MARKDATEDESCRIPTIONW2197-003A-C-DSGN.dwgOCTOBER 11, 2024W2197-003ASCALE:EGDJMPAS SHOWNJRB/MKF/NSCSITE PLANREVIEW MAP 311 LOT 92AIRPORT ROAD CIT AVENUEMAP 311 LOT 9215' WIDE TELEPHONE &ELECTRIC EASEMENTDRIVEWAYEASEMENT DRIVEWAYEASEMENT15' WIDETELEPHONE & ELECTRICEASEMENT15' WIDETELEPHONE & ELECTRICEASEMENT15' WIDETELEPHONE & ELECTRICEASEMENT25' WIDESLOPE EASEMENT15' WIDETELEPHONE EASEMENTDR IV EW A Y E A S EM EN T "B" EASEM EN T " F"(DEED BOO K 1794 PAG E20)EASEMENT "F"(DEED BOOK 1794 PAGE20)MAY 3, 1971 COUNTY LAYOUT ALTERATION(PLAN BOOK 257 PAGE 85 & 86)MAY 3, 1971 COUNTY LAYOUT ALTERATION(PLAN BOOK 257 PAGE 85 & 86)15' WIDETELEPHONE & ELECTRICEASEMENTDRIVEWAYEASEMENT20' WIDE TELEPHONE& ELECTRIC EASEMENT15' WIDE TELEPHONE EASEMENT15' WIDE TELEPHONE &ELECTRIC EASEMENTIYANNOUGH ROAD - ROUTE 132STOPXX XXXX STOPST O PSTOP STOPSTOPSTOPD O N O T E N T E RSTOPSTOPTSTOPSTOPSTOP STOPSTOPSTOPELECTRIC OVERALL SITE PLANC.200N0060'120'SCALE IN FEETGRAPHIC SCALEDESIGNED/CHECKED:DRAWN BY:FILE:DATE:BARNSTABLE, MAAPPROVED:THE LANDINGAT HYANNISPHASE llWSDEVELOPMENTASSOCIATES, LLCPROJECT NO:Plotted On:Oct 15, 2024-2:52pm By: JBowmanLast Saved:10/11/2024Tighe & Bond:F:\Projects\W\W2197 WS Development Assoc LLC\-003A The Landing at Hyannis Phase 3\Drawings\AutoCAD\Sheet\W2197-003A-C-DSGN.dwg MARKDATEDESCRIPTIONW2197-003A-C-DSGN.dwgOCTOBER 11, 2024W2197-003ASCALE:EGDJMPAS SHOWNJRB/MKF/NSCSITE PLANREVIEWEXISTING SHOPPING CENTEREXISTING SHOPPING CENTEREXISTING STORMWATERMANAGEMENT AREAEXISTING STORMWATER MANAGEMENT AREAAPPROXIMATE LIMIT OFWORK (TYP.)EXISTING SHOPPING CENTERPROPERTY LINE PROPERTY LINEBUSINESS ZONEHIGHWAY BUSINESS ZONEEXISTING SHOPPING CENTEREXISTING SHOPPING CENTEREXISTING SHOPPING CENTEREXISTING SHOPPING CENTEREXISTING SHOPPING CENTEREXISTING SHOPPING CENTERSEE SHEET C.201 FORPROPOSED SITE LAYOUT137 PROPOSED SPACES 8" SEWERDR IV EWA Y E A S EM EN T "B" EASEMEN T "F"(DEED BOO K 1794 PAGE20)EASEMENT "F"(DEED BOOK 1794 PAGE20)MAY 3, 1971 COUNTY LAYOUT ALTERATION(PLAN BOOK 257 PAGE 85 & 86)DRIVEWAYEASEMENTIYANNOUGH ROAD - ROUTE 132STOPXXX X XXXXXXX X11 SPACES13 SPACES 20 SPACES39 SPACES14 SPACES10 SPACES6 SPACES 5 SPACES 6 SPACES 3 SPACES STOPST O P45 SPACES55 SPACESSTOPSTOPSTOPPROPOSEDBUILDINGPROPOSEDBUILDING(FUTURE)PROPOSEDBUILDING(FUTURE)10 SPACESSTOPD O N O T E N T E RSTOPSTOPTSTOPSTOPSTOP STOPSTOP18.0'24.0'18.0'18.0'24.0'24.0'18.0'10.0'18.0'18.0'24.0'9.0'9.0'9.0'9.0'9.0'5.0'8.3'8.3'35.2'18.0'24.0'9.0'18.0'24.0'6.8'9.0'6.8'12.0'24.0'24.0'12.0'18.0'18.0'9.0'24.0'20.0 '20.0'11.4'5.0'8.0'5.0'8.0'15.5'15.0'15.0'15.0'24.0'12.0'24.0'5.0'7.4'4.0'5.5'30.5'6.9'24.1'8.0'18.0'18.0'20.0'27.0'12.0'18.0'12.0'12.0'10.0'STOPELECTRICPROPOSEDBUILDING5.0'20.0'37 SPACES5.2'PROPOSED CONCRETECURB (TYP.)PROPOSED CONCRETECURB (TYP.)PROPOSEDCONCRETE CURB(TYP.)PROPOSEDCONCRETE CURB(TYP.)PROPOSED CONCRETECURB (TYP.)PROPOSED LIGHT POLEAND BASE (TYP. OF 13)PROPOSED BUILDINGLIGHTING (TYP.)PROPOSED DUMPSTER PAD W/DECORATIVE ENCLOSURE & THREE (3)6" STEEL BOLLARDS (TYP. OF 2)PROPOSED PAINTEDARROW (TYP.)PROPOSED STOP SIGN, BARAND LEGEND (TYP.)PROPOSED ACCESSIBLEPARKING LEGEND &SIGN (TYP. OF 8)PROPOSEDCONCRETE WHEELSTOP (TYP. OF 2)PROPOSED CONCRETEWALK (TYP.)PROPOSED DRIVE-THRU CONCRETE PAD(COORD. WITH BUILDING PLANS)PROPOSEDCROSSWALK (TYP.)PROPOSED PARKINGSTALL STRIPING (TYP.)PROPOSED STEELBOLLARD (COORD. SIZE,NUMBER & SPACING W/UTILITY COMPANYPROPOSEDCONCRETEWALK (TYP.)PROPOSED CONCRETEACCESSIBLE TIP-DOWNRAMP (TYP.)PROPOSED HYDRANTWITH BOLLARDSPROPOSED PARKINGSTALL STRIPING (TYP.)PROPOSED STRIPEDISLAND (TYP.)PROPOSED INLINETIP-DOWN (TYP.)PROPOSEDSAWCUT LINE(TYP.)PROPOSEDSAWCUT LINE(TYP.)MEET/MATCH EXISTINGCURB (TYP.)MEET/MATCH EXISTINGCURB (TYP.)END PROPOSED CURB W/ 6'TIP-DOWN (TYP. OF 2 LOCATIONS)PROPOSED LIMITOF WORK (TYP.)PROPOSED LIMITOF WORK (TYP.)PROPOSED STOP SIGN, BARAND LEGEND (TYP.)CONSTRUCT R3-5R 'RIGHTTURN ONLY' SIGN AND R1-1"STOP" SIGN, BAR ANDLEGENDPROPOSED R4-7'KEEP RIGHT'SIGNPROPOSED R4-7'KEEP RIGHT'SIGNPROPOSEDDRIVE-THRUEQUIPMENT (TYP.)(COORD. WITHBUILDING PLANS)PROPOSEDACCESSIBLEPARKINGCONCRETE PADPROPOSED HEAVYDUTY PAVEMENTPROPOSED STANDARDDUTY PAVEMENTPROPOSEDTIP-DOWN RAMP(TYP.)PROPOSED DRIVE-THRUHEADACHE BARPROPOSED 'DO NOT ENTER'& 'STOP' SIGN (TYP.)END VGC WITH 6'TIP-DOWNPROPOSEDCONCRETE CURBPROPOSED TEMPORARY GRASSEDAREA FOR FUTURE BUILDINGSPROPOSED CONCRETE PADFOR NEW PAD MOUNTEDTRANSFORMER (COORD.W/ UTILITY COMPANY)PROPOSED PATIO(COORD. WITHBUILDING PLANS)PROPOSED EV CHARGINGSTATION (TYP.)(COORD. WITH BUILDINGPLANS)NDESIGNED/CHECKED:DRAWN BY:FILE:DATE:BARNSTABLE, MAAPPROVED:THE LANDINGAT HYANNISPHASE llWSDEVELOPMENTASSOCIATES, LLCPROJECT NO:Plotted On:Oct 15, 2024-2:53pm By: JBowmanLast Saved:10/11/2024Tighe & Bond:F:\Projects\W\W2197 WS Development Assoc LLC\-003A The Landing at Hyannis Phase 3\Drawings\AutoCAD\Sheet\W2197-003A-C-DSGN.dwg MARKDATEDESCRIPTIONW2197-003A-C-DSGN.dwgOCTOBER 11, 2024W2197-003ASCALE:EGDJMPAS SHOWNJRB/MKF/NSCSITE PLANREVIEWSITE PLANC.2010030'60'SCALE IN FEETGRAPHIC SCALE 18" RCP24"RCP24"RCP8" CLAY (FOR ROOF DRAINS)12" RCP24" R C P 18" RCP24" R C P 24" R C P 16" WATER MAIN8" WATER 8" SEWER2" WATERSSSSac8" WATER DR IV EW A Y E A S EM EN T "B"EASEMENT " F"(DEED BOO K 1794 PAGE20)EASEMENT "F"(DEED BOOK 1794 PAGE20)MAY 3, 1971 COUNTY LAYOUT ALTERATION(PLAN BOOK 257 PAGE 85 & 86)DRIVEWAYEASEMENTIYANNOUGH ROAD - ROUTE 132P U EPUEPUEXXXX XXXXXXX XDPW PW PW PW PW COMCOMPSPSPSPSPSPS PSPUE&CPUE&CPG P W PWPWPWPSPS PGPG PGPGPGPGPGPGPGPGPGPGPGPGPGPGPGPGPGPGPUE&CPUE&CPUE&CPUE&CPUE&CPUE&CPUE&CPUE&CPUE&CPUE&CPUE&CDPSPSPS PUE&CPUE&CPUE&CPUE&CPUE&CPS SSS S ELECTRIC ELECTRICELECTRICELECTRICELECTRICELE C T R I C ELECTRICELECTRICELECTRICELECTRICFFE=56.50(FUTURE)FFE=55.50FFE=56.60OOOELECTRICELECTRIC TELECTRICC O M PUE&CSSS S S PS PSELELELELELEL ELELEL ELEL ELELELELELELELELELELELEL EL ELELELECTRICEL EL EL ELECTRICELELELPW1.5%1.8%1.8%55555455565555545454555456585856575757 ELELEL ELELELELELELEL EL ELECTRICELELELELELELELELELELELELELELELELELEL ELELS5354COMCOMS56PUEPUEPUEPUEPUEPUEPUE&C5555555554 555555561.8%54S PROPOSED INLETPROTECTIONBARRIER (TYP.)PROPOSED INLETPROTECTIONBARRIER (TYP.)PROPOSED SILTSOCK TO LIMITSSHOWN (TYP.)ADJUST ALLSTRUCTURESTO FINISHDGRADE (TYP.)ADJUST ALL STRUCTURES TOFINISHD GRADE (TYP.)ADJUST ALL STRUCTURES TOFINISHD GRADE (TYP.)MATCH GRADES ATSAWCUT LINE (TYP.)MATCH GRADES ATSAWCUT LINE (TYP.)PROPOSED LIMITOF WORK (TYP.)PROPOSED LIMITOF WORK (TYP.)2% SLOPE MAX. W/IN ALLACCESSIBLE PARKINGAREAS (TYP.)CORE EXISTING MANHOLETO ACCEPT NEW INVERTS INREGRADE ASREQUIRED TOENSURE POSITIVEDRAINAGE AWAYFROM BUIDLINGCONNECT TOEXISTING 24" RCPELECTRICELELOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO OOOOOOOOOOOOOOOOOOOOOO OOOOOOOOOOOOOOOOOOOOOOO O O O OOOOOOOO P3 [P] P2 P1 [P] P17 P16 [P] P4 [P] P19 [P] P23 [P] P6 P12 P11 P10 P9 P15 P21 [P] P22 P18 P8 P14 P24 P5 P0 [P] P13 [P] P20 P7TC:56.50BC:56.00TC:(56.60)BC:56.1056.10TC:55.30BC:54.80TC:55.25BC:54.75TC:56.70BC:56.20TC:56.45BC:55.95TC:55.15BC:54.65TC:55.75BC:55.2554.25TC:55.65BC:55.15TC:56.35BC:55.85TC:56.50BC:56.00TC:56.00BC:55.50TC:54.75BC:54.25TC:55.30BC:54.8055.75(FUTURE)TC:53.41BC:52.91TC:52.96BC:52.46TC:54.75BC:54.25TC:55.85BC:55.3554.50TC:56.30BC:55.80TC:55.85BC:55.35TC:56.50BC:56.0056.0055.30TC:56.00BC:55.50TC:56.10BC:55.60TC:56.00BC:55.5056.00(FUTURE)56.40(FUTURE)(55.05)55.5555.50TC:55.65BC:54.90TC:55.90BC:55.4056.00(FUTURE)58.3056.00(FUTURE)TC:56.55BC:56.0556.60TC:54.80BC:54.30TC:54.60BC:54.10TC:54.85BC:54.35TC:55.15BC:54.65TC:53.93BC:53.43TC:55.90BC:55.40TC:53.89BC:53.39TC:56.30BC:55.80TC:55.20BC:54.70TC:55.50BC:54.00TC:55.85BC:55.35TC:55.30BC:54.80TC:55.90BC:55.4055.5055.5056.50(FUTURE)56.00(FUTURE)TC:54.50BC:(54.00)55.10(FUTURE)54.95(FUTURE)56.50(FUTURE)56.00(FUTURE)(55.40)(56.10)55.50TC:55.40BC:54.9055.50TC:54.70BC:54.2055.85TC:55.00BC:54.5055.50(56.15)55.9556.4058.3058.3055.3554.8556.50TP:55.75BP:55.25TP:55.85BP:55.3555.0555.5555.7055.5054.70TC:53.35BC:52.85TC:56.15BC:55.6554.80TC:55.30BC:54.80TC:54.85BC:54.35TC:56.30BC:55.80TC:56.00BC:55.50TC:55.05BC:54.5555.2554.80TC: 55.10BC: 54.60TC: 54.80BC: 54.3055.35TC:55.30BC:54.80TC:54.90BC:54.40PCB-2 [L]PCB-1 [L]PCB-9PCB-8PCB-14PCB-4PCB-7PCB-11PCB-12PCB-10 [L]PDMH-1 [72"] [L]PRD-1PDMH-2PRD-3PRD-4PRD-6PCB-6PCB-15PCB-13PCB-5WYE-1PCB-0 [L]PRD-2PCB-355.30CAP FUTURE DRAINAGE STUB(INV.=51.05)FFE=56.00(FUTURE)PRD-5STORM SEWER STRUCTURETABLESTRUCTUREPCB-0 [L]PCB-1 [L]PCB-2 [L]PCB-3PCB-4PCB-5PCB-6PCB-7PCB-8PCB-9PCB-10 [L]PCB-11PCB-12RIM55.1554.5554.8054.8055.0055.0055.4554.8053.8054.0554.1554.0553.40INV. IN49.60 NW49.60 SW49.85 NW50.30 SW50.50 SW50.75 SE50.75 SW49.85 W47.85 NW49.40 NW50.00 NW48.80 NWINV. OUT50.15 NE49.60 SE49.85 SE50.50 SE50.75 NE51.10 NE49.85 NE50.35 NE47.85 SE48.15 SE49.40 SE48.80 NE50.00 SE48.80 SEPIPE TABLEPIPE NAMEP0 [P]P1 [P]P2P3 [P]P4 [P]P5P6P7P8P9P10P11P12P13 [P]P14SIZE/MATERIAL12" HDPE18" HDPE12" HDPE12" HDPE12" HDPE12" HDPE6" PVC6" PVC12" HDPE12" HDPE12" HDPE6" PVC6" PVC18" HDPE12" HDPELENGTH5'80'43'124'47'60'69'46'44'59'30'16'13'56'67'SLOPE2.05%0.61%0.53%0.51%0.49%0.55%1.27%1.67%0.52%0.48%0.60%2.00%2.36%0.57%0.56%STORM SEWER STRUCTURE TABLESTRUCTUREPCB-13PCB-14PCB-15PDMH-1 [72"] [L]PDMH-2PRD-1PRD-2PRD-3PRD-4PRD-5PRD-6WYE-1RIM53.7553.6053.6054.6256.1552.19-2.9851.6451.6451.0451.0453.09INV. IN48.40 NW49.50 SW48.05 SE47.70 NW47.70 SE48.20 SW50.15 SW51.65 NW51.65 NW49.15 NW49.15 NEINV. OUT48.05 NW48.45 NW47.70 N50.15 E51.65 NW51.10 NE52.00 SE52.00 SE49.75 NE50.30 SW49.15 SEPIPE TABLEPIPE NAMEP15P16 [P]P17P18P19 [P]P20P21 [P]P22P23 [P]P24SIZE/MATERIAL6" PVC18" HDPE12" HDPE15" HDPE15" HDPE12" HDPE12" HDPE6" PVC12" HDPE12" HDPELENGTH40'22'47'114'115'16'41'23'60'68'SLOPE0.60%0.55%0.58%0.50%0.51%0.57%0.55%4.69%0.55%0.56%C.301N0030'60'SCALE IN FEETGRAPHIC SCALE GRADING, DRAINAGE &EROSION CONTROL PLANDESIGNED/CHECKED:DRAWN BY:FILE:DATE:BARNSTABLE, MAAPPROVED:THE LANDINGAT HYANNISPHASE llWSDEVELOPMENTASSOCIATES, LLCPROJECT NO:Plotted On:Oct 16, 2024-3:30pm By: JBowmanLast Saved:10/16/2024Tighe & Bond:F:\Projects\W\W2197 WS Development Assoc LLC\-003A The Landing at Hyannis Phase 3\Drawings\AutoCAD\Sheet\W2197-003A-C-DSGN.dwg MARKDATEDESCRIPTIONW2197-003A-C-DSGN.dwgOCTOBER 11, 2024W2197-003ASCALE:EGDJMPAS SHOWNJRB/MKF/NSCSITE PLANREVIEWABBREIVATIONS/ACRONYMSDMHDRAIN MANHOLEHDPEHIGH-DENSITY POLYETHELYNE[L]LEACHING[P]PERFORATEDPCBPROPOSED CATCHBASINPDMHPROPOSED DRAIN MANHOLEPGSPROPOSED GREASE SERVICEPRDPROPOSED ROOF DRAINPVCPOLYVINYL CHLORIDE 18" RCP24"RCP24"RCP8" CLAY (FOR ROOF DRAINS)12" RCP24" R C P 18" RCP24" R C P 24" R C P 16" WATER MAIN6" SEWER 6" PVC 8" PVC8" PVC8"PVC8" PVC 8" S EW E R 8" WATER 2 " G A S 8" SEWER8" SEWER2" WATER8" STUB8" PVCSSSSac8" WATER DR IV EW A Y E A S EM EN T "B"EASEMENT " F"(DEED BOO K 1794 PAGE20)EASEMENT "F"(DEED BOOK 1794 PAGE20)MAY 3, 1971 COUNTY LAYOUT ALTERATION(PLAN BOOK 257 PAGE 85 & 86)DRIVEWAYEASEMENTIYANNOUGH ROAD - ROUTE 132P U EPUEPUEXXXX XXXXXXX XDPW PW PW PW PW COMCOMPSPSPSPSPSPS PSPUE&CPUE&CPG P W PWPWPWPSPS PGPG PGPGPGPGPGPGPGPGPGPGPGPGPGPGPGPGPGPGPUE&CPUE&CPUE&CPUE&CPUE&CPUE&CPUE&CPUE&CPUE&CPUE&CPUE&CDPSPSPS PUE&CPUE&CPUE&CPUE&CPUE&CPS SSS S ELECTRIC ELECTRICELECTRICELECTRICELECTRICELE C T R I C ELECTRICELECTRICELECTRICELECTRICELECTRICELECTRICPROPOSED LIGHT POLEAND BASE (TYP. OF 11)PROPOSEDBUILDINGLIGHTING(TYP.)TELECTRICC O M PUE&CSSS S S PS PSELELELELELEL ELELEL ELEL ELELELELELELELELELELELEL EL ELELELECTRICEL EL EL ELECTRICELELELPW ELELEL ELELELELELELEL EL ELECTRICELELELELELELELELELELELELELELELELELEL ELELSCOMCOMSPROPOSED CONNECTION TO EXISTINGGAS MAIN W/ GATE-VALVE(COORDINATE W/ GAS COMPANY)(VERIFY LOCATION OF EXISTING GASMAIN PRIOR TO CONSTRUCTION)PROPOSED GASSERVICE W/GATE-VALVE(TYP. OF 4)PROPOSEDGAS LINE(TYP.)PSMH-3 [D]PSMH-4 [D]PSMH-6PSMH-7 [D]PSS-2PGS-1PGS-2PSS-3PGS-3PSS-4PSMH-2PSMH-1 (72" DIA)PUEPUEPUEPUEPUEPUEPUE&CSPSMH-5ELECTRICELELPROPOSED RECEPTACLEPEDESTAL (TYP. OF 9)PROPOSED ELECTRICAL &COMMUNICATIONS SERVICE/RISER (COORDINATE WITH UTILITY COMPANY)PROPOSED TRANSFORMER(COORD. W/ UTILITY COMPANY)PROPOSED ELECTRIC &COMMUNICATION DUCT BANK (TYP.)(COORD. W/ UTILITY COMPANY)PROPOSED ELECTRIC& COMMUNICATIONSSERVICE (TYP. OF 4)PROPOSED RECEPTACLEPEDESTAL (TYP. OF 9)PROPOSED CONCRETEHANDHOLE (1.5'x2.5')(TYP. OF 18)PROPOSED SITELIGHTING ANDRECEPTACLECONDUIT (TYP.)CONNECT TO 1"CONDUIT STUBCONNECT TO 1"CONDUIT STUBPROPOSED 8" PVCSEWER LINE (TYP.)PROPOSED SEWERMANHOLE (TYP. OF 7)PROPOSED GREASE INTERCEPTOR #2(1,500 GAL)INV.IN=50.35INV.OUT=50.10PROPOSED SMH TOTIE INTO EXISTINGSEWER LINEPROPOSED 4" CIPVENT LINE (TYP. OF 3)PROPOSED 6" CI GREASECONNECTION (TYP. OF 3)PROPOSED 6"PVC SANITARYCONNECTION(TYP. OF 4)PROPOSED LIMIT OFWORK (TYP.)PROPOSED LIMIT OFWORK (TYP.)PROPOSEDGREASEINTERCEPTOR #1(4,000 GAL.)INV.IN=49.80INV.OUT=49.55PROPOSEDRELOCATED HYDRANTPROPOSED TEE INTOEXISTING WATER MAIN (TYP. OF 4)PROPOSED 2" POLYPIPE DOMESTICWATER SERVICE W/ SHUT-OFF VALVE(TYP. OF 4)PROPOSED 6" DIWATER MAINPROPOSED 2"DOMESTICWATERSERVICEPROPOSED 6" DIFIRE SERVICEPROPOSED 2" DOMESTICWATER SERVICEPROPOSED 4" DIFIRE SERVICECAP ALL PROPOSEDSERVICES TO FUTUREBUILDINGS (TYP.)PROPOSED PRIMARY ELECTRIC DUCTBANK (COORD. W/ UTILITY COMPANY)PROPOSED ELECTRICALCONDUIT FOR EVCHARGING (COORD.WITH BUILDING PLANS)CAP ALL PROPOSEDSERVICES TO FUTUREBUILDINGS (TYP.)PROPOSEDCLEANOUTRESET RISER CONE TO AVOIDCONFLICT WITH PROPOSED CURB;RESET RIM TO FINISH GRADEP8P12P11P10P4P1 P9 P3 P14P13P16P15P7P6P5SANITARY SEWER STRUCTURE TABLESTRUCTUREPGS-1PGS-2PGS-3PSMH-1 (72" DIA)PSMH-2PSMH-3 [D]PSMH-4 [D]PSMH-5PSMH-6PSMH-7 [D]PSS-1PSS-2PSS-3PSS-4RIM50.6250.6251.0255.3555.1055.4055.7055.0055.3553.7550.0451.3950.5450.99INV. IN46.05 SE46.15 SW49.70 SW47.20 NW49.40 SE49.40 SW47.70 NW50.20 SW48.60 W50.00 NW50.00 SW49.25 SW47.23 SEINV. OUT50.05 SE50.05 NW50.45 SE46.04 NW49.60 NW47.10 NE47.60 SE48.50 SE49.90 NE47.23 NW50.00 SE50.50 NE50.00 NE50.10 SEPIPE TABLEPIPE NAMEP1P3P4P5P6P7P8P9P10P11P12P13P14P15P16SIZE/MATERIAL8" PVC6" PVC8" PVC8" PVC6" CIP6" CIP8" PVC6" PVC8" PVC6" PVC6" PVC8" PVC6" PVC8" PVC6" CIPLENGTH30'13'29'11'13'13'24'13'92'34'5'61'6'4'5'SLOPE2.72%1.99%0.60%1.19%1.88%1.90%1.42%1.99%0.85%3.95%0.98%0.99%1.25%1.64%1.82%C.401N0030'60'SCALE IN FEETGRAPHIC SCALEUTILITIES PLANDESIGNED/CHECKED:DRAWN BY:FILE:DATE:BARNSTABLE, MAAPPROVED:THE LANDINGAT HYANNISPHASE llWSDEVELOPMENTASSOCIATES, LLCPROJECT NO:Plotted On:Oct 15, 2024-2:54pm By: JBowmanLast Saved:10/11/2024Tighe & Bond:F:\Projects\W\W2197 WS Development Assoc LLC\-003A The Landing at Hyannis Phase 3\Drawings\AutoCAD\Sheet\W2197-003A-C-DSGN.dwg MARKDATEDESCRIPTIONW2197-003A-C-DSGN.dwgOCTOBER 11, 2024W2197-003ASCALE:EGDJMPAS SHOWNJRB/MKF/NSCSITE PLANREVIEWABBREIVATIONS/ACRONYMSCIPCAST IRON PIPE[D]DROPPGSPROPOSED GREASE SERVICEPSMHPROPOSED SEWER MANHOLEPSSPROPOSED SEWER SERVICEPVCPOLYVINYL CHLORIDESMHSEWER MANHOLE PLAN VIEWSIDE VIEWNOTE:1.THE EXIT SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OFSEDIMENT FROM THE SITE. WHEN WASHING IS REQUIRED, IT SHALL BE DONE SO RUNOFFDRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. ALL SEDIMENT SHALL BE PREVENTEDFROM ENTERING STORM DRAINS, DITCHES, OR WATERWAYSSLOPESLOPE75' (MIN)50' (MIN) WITH 3-6"DIVERSION BERM PROVIDED75' (MIN)50' (MIN) WITH 3-6" DIVERSIONBERM PROVIDEDFULL DRIVE WIDTH (10' MIN)6" (MIN) 3"(MIN)MIRAFI FW-700OR EQUAL3" CRUSHEDSTONEDIVERSION BERM(OPTIONAL)GENERAL PROJECT INFORMATIONPROJECT OWNER:CAPETOWN PLAZA, LLCC/O WS DEVELOPMENT ASSOCIATES, LLC33 BOYLSTON STREET, SUITE 3000CHESTNUT HILL, MASSACHUSETTS 02467PROJECT NAME:THE LANDING AT HYANNIS - PHASE 2PROJECT ADDRESS:790 LYANNOUGH ROADHYANNIS, MA 02601PROJECT MAP / LOT:MAP 311 / LOT 092PROJECT LATITUDE:41°-40'-13.044"NPROJECT LONGITUDE:-70°-17'-45.5346"WPROJECT DESCRIPTIONTHE PROJECT CONSISTS OF RENOVATION OF EXISTING SHOPPING PLAZA.DISTURBED AREATHE TOTAL AREA TO BE DISTURBED IS APPROXIMATELY 3.0 ACRES.SOIL CHARACTERISTICSBASED ON THE NRCS WEB SOIL SURVEY FOR BARNSTABLE COUNTY - MASSACHUSETTS, THE SOILS ONSITE CONSIST OF URBAN LAND.NAME OF RECEIVING WATERSTHE STORMWATER RUNOFF FROM THE SITE WILL BE DISCHARGED VIA CLOSED DRAINAGE SYSTEM TO ANUNNAMED STORMWATER MANAGEMENT AREA.CONSTRUCTION SEQUENCE OF MAJOR ACTIVITIES:1.CONSTRUCT TEMPORARY AND PERMANENT SEDIMENT, EROSION AND DETENTION CONTROLFACILITIES. EROSION, SEDIMENT AND DETENTION MEASURES SHALL BE INSTALLED PRIOR TO ANYEARTH MOVING OPERATIONS THAT WILL INFLUENCE STORMWATER RUNOFF SUCH AS:·NEW CONSTRUCTION·DEVELOPMENT OF BORROW PIT AREAS·DISPOSAL OF SEDIMENT SPOIL, STUMP AND OTHER SOLID WASTE·CONTROL OF DUST·NEARNESS OF CONSTRUCTION SITE TO RECEIVING WATERS·CONSTRUCTION DURING LATE WINTER AND EARLY SPRING3.ALL PERMANENT DITCHES, SWALES, DETENTION, RETENTION AND SEDIMENTATION BASINS TO BESTABILIZED USING THE VEGETATIVE AND NON-STRUCTURAL BMPS PRIOR TO DIRECTING RUNOFF TOTHEM.4.CLEAR AND DISPOSE OF DEBRIS.5.CONSTRUCT TEMPORARY CULVERTS AND DIVERSION CHANNELS AS REQUIRED.6.GRADE AND GRAVEL ROADWAYS AND PARKING AREAS - ALL ROADS AND PARKING AREA SHALL BESTABILIZED WITHIN 72 HOURS OF ACHIEVING FINISHED GRADE.7.BEGIN PERMANENT AND TEMPORARY SEEDING AND MULCHING. ALL CUT AND FILL SLOPES SHALL BESEEDED AND MULCHED WITHIN 72 HOURS OF ACHIEVING FINISHED GRADE.8.DAILY, OR AS REQUIRED, CONSTRUCT TEMPORARY BERMS, DRAINS, DITCHES, PERIMETER EROSIONCONTROL MEASURES, SEDIMENT TRAPS, ETC., MULCH AND SEED AS REQUIRED.9.SEDIMENT TRAPS AND/OR BASINS SHALL BE USED AS NECESSARY TO CONTAIN RUNOFF UNTILSOILS ARE STABILIZED.10.FINISH PAVING ALL ROADWAYS AND PARKING LOTS.11.INSPECT AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES.12.COMPLETE PERMANENT SEEDING AND LANDSCAPING.13.REMOVE TRAPPED SEDIMENTS FROM COLLECTOR DEVICES AS APPROPRIATE AND THEN REMOVETEMPORARY EROSION CONTROL MEASURES.SPECIAL CONSTRUCTION NOTES:1.THE CONSTRUCTION SEQUENCE MUST LIMIT THE DURATION AND AREA OF DISTURBANCE.2.THE PROJECT IS TO BE MANAGED IN A MANNER THAT MEETS THE REQUIREMENTS AND INTENT OFRSA 430:53 AND CHAPTER AGR 3800 RELATIVE TO INVASIVE SPECIES.3.LOT DISTURBANCE, OTHER THAN THAT SHOWN ON THE APPROVED PLANS, SHALL NOT COMMENCEUNTIL AFTER THE ROADWAY HAS THE BASE COURSE TO DESIGN ELEVATION AND THE ASSOCIATEDDRAINAGE IS COMPLETE AND STABLE.EROSION CONTROL NOTES:1.ALL EROSION CONTROL MEASURES AND PRACTICES SHALL CONFORM TO THE "LATEST REVISIONS OFTHE MASSACHUSETTS STORMWATER STANDARDS.2.PRIOR TO ANY WORK OR SOIL DISTURBANCE, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOREROSION CONTROL MEASURES AS REQUIRED IN THE PROJECT MANUAL.3.CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL BARRIERS, INCLUDING HAY BALES,SILT FENCES, MULCH BERMS, SILT SACKS AND SILT SOCKS AS SHOWN IN THESE DRAWINGS AS THEFIRST ORDER OF WORK.4.SILT SACK INLET PROTECTION SHALL BE INSTALLED IN ALL EXISTING AND PROPOSED CATCH BASININLETS WITHIN THE WORK LIMITS AND BE MAINTAINED FOR THE DURATION OF THE PROJECT.5.PERIMETER CONTROLS INCLUDING SILT FENCES, MULCH BERM, SILT SOCK, AND/OR HAY BALEBARRIERS SHALL BE MAINTAINED FOR THE DURATION OF THE PROJECT UNTIL NON-PAVED AREASHAVE BEEN STABILIZED.6.THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL TEMPORARY EROSION CONTROLDEVICES UPON COMPLETION OF CONSTRUCTION.7.ALL DISTURBED AREAS NOT OTHERWISE BEING TREATED SHALL RECEIVE 6" LOAM, SEED ANDFERTILIZER.8.INSPECT ALL INLET PROTECTION AND PERIMETER CONTROLS WEEKLY AND AFTER EACH RAIN STORMOF 0.25 INCH OR GREATER. REPAIR/MODIFY PROTECTION AS NECESSARY TO MAXIMIZE EFFICIENCYOF FILTER. REPLACE ALL FILTERS WHEN SEDIMENT IS 1/3 THE FILTER HEIGHT.9.CONSTRUCT EROSION CONTROL BLANKETS ON ALL SLOPES STEEPER THAN 3:1.STABILIZATION:1.AN AREA SHALL BE CONSIDERED STABLE WHEN ONE OF THE FOLLOWING HAS OCCURRED:A.BASE COURSE GRAVELS HAVE BEEN INSTALLED IN AREAS TO BE PAVED;B.A MINIMUM OF 85% VEGETATED GROWTH HAS BEEN ESTABLISHED;C.A MINIMUM OF 3" OF NON-EROSIVE MATERIAL SUCH AS STONE OR RIPRAP HAS BEENINSTALLED;D.EROSION CONTROL BLANKETS HAVE BEEN PROPERLY INSTALLED.;E.IN AREAS TO BE PAVED, “STABLE” MEANS THAT BASE COURSE GRAVELS MEETING THEREQUIREMENTS OF MASSDOT STANDARD FOR ROAD AND BRIDGE CONSTRUCTION, 2016, ITEM304.2 HAVE BEEN INSTALLED.2.WINTER STABILIZATION PRACTICES:A.ALL PROPOSED VEGETATED AREAS THAT DO NOT EXHIBIT A MINIMUM OF 85 PERCENTVEGETATIVE GROWTH BY OCTOBER 15, OR WHICH ARE DISTURBED AFTER OCTOBER 15, SHALLBE STABILIZED BY SEEDING AND INSTALLING EROSION CONTROL BLANKETS ON SLOPESGREATER THAN 3:1, AND SEEDING AND PLACING 3 TO 4 TONS OF MULCH PER ACRE, SECUREDWITH ANCHORED NETTING, ELSEWHERE. THE INSTALLATION OF EROSION CONTROL BLANKETSOR MULCH AND NETTING SHALL NOT OCCUR OVER ACCUMULATED SNOW OR ON FROZENGROUND AND SHALL BE COMPLETED IN ADVANCE OF THAW OR SPRING MELT EVENTS;B.ALL DITCHES OR SWALES WHICH DO NOT EXHIBIT A MINIMUM OF 85 PERCENT VEGETATIVEGROWTH BY OCTOBER 15, OR WHICH ARE DISTURBED AFTER OCTOBER 15, SHALL BESTABILIZED TEMPORARILY WITH STONE OR EROSION CONTROL BLANKETS APPROPRIATE FORTHE DESIGN FLOW CONDITIONS;C.AFTER OCTOBER 15, INCOMPLETE ROAD OR PARKING SURFACES, WHERE WORK HAS STOPPEDFOR THE WINTER SEASON, SHALL BE PROTECTED WITH A MINIMUM OF 3 INCHES OF CRUSHEDGRAVEL PER MASSDOT ITEM 304.3, OR IF CONSTRUCTION IS TO CONTINUE THROUGH THEWINTER SEASON BE CLEARED OF ANY ACCUMULATED SNOW AFTER EACH STORM EVENT;3.STABILIZATION SHALL BE INITIATED ON ALL LOAM STOCKPILES, AND DISTURBED AREAS, WHERECONSTRUCTION ACTIVITY SHALL NOT OCCUR FOR MORE THAN TWENTY-ONE (21) CALENDAR DAYSBY THE FOURTEENTH (14TH) DAY AFTER CONSTRUCTION ACTIVITY HAS PERMANENTLY ORTEMPORARILY CEASED IN THAT AREA. STABILIZATION MEASURES TO BE USED INCLUDE:A.TEMPORARY SEEDING;B.MULCHING.4.ALL AREAS SHALL BE STABILIZED WITHIN 45 DAYS OF INITIAL DISTURBANCE.5.WHEN CONSTRUCTION ACTIVITY PERMANENTLY OR TEMPORARILY CEASES WITHIN 100 FEET OFNEARBY SURFACE WATERS OR DELINEATED WETLANDS, THE AREA SHALL BE STABILIZED WITHINSEVEN (7) DAYS OR PRIOR TO A RAIN EVENT. ONCE CONSTRUCTION ACTIVITY CEASESPERMANENTLY IN AN THESE AREAS, SILT FENCES, MULCH BERMS, HAY BALE BARRIERS AND ANYEARTH/DIKES SHALL BE REMOVED ONCE PERMANENT MEASURES ARE ESTABLISHED.6.DURING CONSTRUCTION, RUNOFF WILL BE DIVERTED AROUND THE SITE WITH EARTH DIKES, PIPINGOR STABILIZED CHANNELS WHERE POSSIBLE. SHEET RUNOFF FROM THE SITE WILL BE FILTEREDTHROUGH SILT FENCES, MULCH BERMS, HAY BALE BARRIERS, OR SILT SOCKS. ALL STORM DRAINBASIN INLETS SHALL BE PROVIDED WITH FLARED END SECTIONS AND TRASH RACKS. THE SITESHALL BE STABILIZED FOR THE WINTER BY OCTOBER 15.DUST CONTROL:1.THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL DUST THROUGHOUT THE CONSTRUCTIONPERIOD.2.DUST CONTROL METHODS SHALL INCLUDE, BUT BE NOT LIMITED TO SPRINKLING WATER ONEXPOSED AREAS, COVERING LOADED DUMP TRUCKS LEAVING THE SITE, AND TEMPORARYMULCHING.3.DUST CONTROL MEASURES SHALL BE UTILIZED SO AS TO PREVENT THE MIGRATION OF DUST FROMTHE SITE TO ABUTTING AREAS.STOCKPILES:1.LOCATE STOCKPILES A MINIMUM OF 50 FEET AWAY FROM CATCH BASINS, SWALES, AND CULVERTS.2.ALL STOCKPILES SHOULD BE SURROUNDED WITH TEMPORARY EROSION CONTROL MEASURES PRIORTO THE ONSET OF PRECIPITATION.3.PERIMETER BARRIERS SHOULD BE MAINTAINED AT ALL TIMES, AND ADJUSTED AS NEEDED TOACCOMMODATE THE DELIVERY AND REMOVAL OF MATERIALS FROM THE STOCKPILE. THE INTEGRITYOF THE BARRIER SHOULD BE INSPECTED AT THE END OF EACH WORKING DAY.4.PROTECT ALL STOCKPILES FROM STORMWATER RUN-OFF USING TEMPORARY EROSION CONTROLMEASURES SUCH AS BERMS, SILT SOCK, OR OTHER APPROVED PRACTICE TO PREVENT MIGRATIONOF MATERIAL BEYOND THE IMMEDIATE CONFINES OF THE STOCKPILES.OFF SITE VEHICLE TRACKING:1.THE CONTRACTOR SHALL CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE(S) PRIOR TO ANYEXCAVATION ACTIVITIES.VEGETATION:1.TEMPORARY GRASS COVER:A.SEEDBED PREPARATION:a.APPLY FERTILIZER AT THE RATE OF 600 POUNDS PER ACRE OF 10-10-10. APPLY LIMESTONE(EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT A RATE OF THREE (3)TONS PER ACRE;B.SEEDING:a.UTILIZE ANNUAL RYE GRASS AT A RATE OF 40 LBS/ACRE;b.WHERE THE SOIL HAS BEEN COMPACTED BY CONSTRUCTION OPERATIONS, LOOSEN SOIL TOA DEPTH OF TWO (2) INCHES BEFORE APPLYING FERTILIZER, LIME AND SEED;c.APPLY SEED UNIFORMLY BY HAND, CYCLONE SEEDER, OR HYDROSEEDER (SLURRYINCLUDING SEED AND FERTILIZER). HYDROSEEDINGS, WHICH INCLUDE MULCH, MAY BELEFT ON SOIL SURFACE. SEEDING RATES MUST BE INCREASED 10% WHEN HYDROSEEDING;C.MAINTENANCE:a.TEMPORARY SEEDING SHALL BE PERIODICALLY INSPECTED. AT A MINIMUM, 95% OF THESOIL SURFACE SHOULD BE COVERED BY VEGETATION. IF ANY EVIDENCE OF EROSION ORSEDIMENTATION IS APPARENT, REPAIRS SHALL BE MADE AND OTHER TEMPORARYMEASURES USED IN THE INTERIM (MULCH, FILTER BARRIERS, CHECK DAMS, ETC.).2.PERMANENT MEASURES AND PLANTINGS:A.LIMESTONE SHALL BE THOROUGHLY INCORPORATED INTO THE LOAM LAYER AT A RATE OF THREE(3) TONS PER ACRE IN ORDER TO PROVIDE A PH VALUE OF 5.5 TO 6.5;B.FERTILIZER SHALL BE SPREAD ON THE TOP LAYER OF LOAM AND WORKED INTO THE SURFACE.FERTILIZER APPLICATION RATE SHALL BE 800 POUNDS PER ACRE OF 10-20-20 FERTILIZER;C.SOIL CONDITIONERS AND FERTILIZER SHALL BE APPLIED AT THE RECOMMENDED RATES ANDSHALL BE THOROUGHLY WORKED INTO THE LOAM. LOAM SHALL BE RAKED UNTIL THE SURFACEIS FINELY PULVERIZED, SMOOTH AND EVEN, AND THEN COMPACTED TO AN EVEN SURFACECONFORMING TO THE REQUIRED LINES AND GRADES WITH APPROVED ROLLERS WEIGHINGBETWEEN 4-1/2 POUNDS AND 5-1/2 POUNDS PER INCH OF WIDTH;D.SEED SHALL BE SOWN AT THE RATE SHOWN BELOW. SOWING SHALL BE DONE ON A CALM, DRYDAY, PREFERABLY BY MACHINE, BUT IF BY HAND, ONLY BY EXPERIENCED WORKMEN.IMMEDIATELY BEFORE SEEDING, THE SOIL SHALL BE LIGHTLY RAKED. ONE HALF THE SEEDSHALL BE SOWN IN ONE DIRECTION AND THE OTHER HALF AT RIGHT ANGLES TO THE ORIGINALDIRECTION. IT SHALL BE LIGHTLY RAKED INTO THE SOIL TO A DEPTH NOT OVER 1/4 INCH ANDROLLED WITH A HAND ROLLER WEIGHING NOT OVER 100 POUNDS PER LINEAR FOOT OF WIDTHE.HAY MULCH SHALL BE APPLIED IMMEDIATELY AFTER SEEDING AS INDICATED ABOVE;F.THE SURFACE SHALL BE WATERED AND KEPT MOIST WITH A FINE SPRAY AS REQUIRED,WITHOUT WASHING AWAY THE SOIL, UNTIL THE GRASS IS WELL ESTABLISHED. ANY AREASWHICH ARE NOT SATISFACTORILY COVERED WITH GRASS SHALL BE RESEEDED, AND ALLNOXIOUS WEEDS REMOVED;G.THE CONTRACTOR SHALL PROTECT AND MAINTAIN THE SEEDED AREAS UNTIL ACCEPTED;H.A GRASS SEED MIXTURE CONTAINING THE FOLLOWING SEED REQUIREMENTS SHALL BE APPLIEDAT THE INDICATED RATE:SEED MIX APPLICATION RATEREBEL 2 TALL FESCUE 70%PALMER PERENNIAL RYE GRASS20%BARROW KENTUCKY BLUEGRASS10%IN NO CASE SHALL THE WEED CONTENT EXCEED ONE (1) PERCENT BY WEIGHT. ALL SEED SHALLCOMPLY WITH STATE AND FEDERAL SEED LAWS. SEEDING SHALL BE DONE NO LATER THANSEPTEMBER 15. IN NO CASE SHALL SEEDING TAKE PLACE OVER SNOW.3.DORMANT SEEDING (SEPTEMBER 15 TO FIRST SNOWFALL):A.FOLLOW PERMANENT MEASURES SLOPE, LIME, FERTILIZER AND GRADING REQUIREMENTS.APPLY SEED MIXTURE AT TWICE THE INDICATED RATE. APPLY MULCH AS INDICATED FORPERMANENT MEASURES.ALLOWABLE NON-STORMWATER DISCHARGES:1.FIRE-FIGHTING ACTIVITIES;2.FIRE HYDRANT FLUSHING;3.WATERS USED TO WASH VEHICLES WHERE DETERGENTS ARE NOT USED;4.WATER USED TO CONTROL DUST;5.POTABLE WATER INCLUDING UNCONTAMINATED WATER LINE FLUSHING;6.ROUTINE EXTERNAL BUILDING WASH DOWN WHERE DETERGENTS ARE NOT USED;7.PAVEMENT WASH WATERS WHERE DETERGENTS ARE NOT USED;8.UNCONTAMINATED AIR CONDITIONING/COMPRESSOR CONDENSATION;9.UNCONTAMINATED GROUND WATER OR SPRING WATER;10.FOUNDATION OR FOOTING DRAINS WHICH ARE UNCONTAMINATED;11.UNCONTAMINATED EXCAVATION DEWATERING;12.LANDSCAPE IRRIGATION.WASTE DISPOSAL:1.WASTE MATERIAL:A.ALL WASTE MATERIALS SHALL BE COLLECTED AND STORED IN SECURELY LIDDED RECEPTACLES.ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE SHALL BE DEPOSITED IN A DUMPSTER;B.NO CONSTRUCTION WASTE MATERIALS SHALL BE BURIED ON SITE;C.ALL PERSONNEL SHALL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTEDISPOSAL BY THE SUPERINTENDENT.2.HAZARDOUS WASTE:A.ALL HAZARDOUS WASTE MATERIALS SHALL BE DISPOSED OF IN THE MANNER SPECIFIED BYLOCAL OR STATE REGULATION OR BY THE MANUFACTURER;B.SITE PERSONNEL SHALL BE INSTRUCTED IN THESE PRACTICES BY THE SUPERINTENDENT.3.SANITARY WASTE:A.ALL SANITARY WASTE SHALL BE COLLECTED FROM THE PORTABLE UNITS A MINIMUM OF ONCEPER WEEK BY A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR.SPILL PREVENTION:1.CONTRACTOR SHALL BE FAMILIAR WITH SPILL PREVENTION MEASURES REQUIRED BY LOCAL, STATEAND FEDERAL AGENCIES. AT A MINIMUM, CONTRACTOR SHALL FOLLOW THE BEST MANAGEMENTSPILL PREVENTION PRACTICES OUTLINED BELOW.2.THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT SHALL BE USED TO REDUCETHE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES DURINGCONSTRUCTION TO STORMWATER RUNOFF:A.GOOD HOUSEKEEPING - THE FOLLOWING GOOD HOUSEKEEPING PRACTICE SHALL BE FOLLOWEDON SITE DURING CONSTRUCTION:a.ONLY SUFFICIENT AMOUNTS OF PRODUCTS TO DO THE JOB SHALL BE STORED ON SITE;b.ALL REGULATED MATERIALS STORED ON SITE SHALL BE STORED IN A NEAT, ORDERLYMANNER IN THEIR PROPER (ORIGINAL IF POSSIBLE) CONTAINERS AND, IF POSSIBLE, UNDERA ROOF OR OTHER ENCLOSURE, ON AN IMPERVIOUS SURFACE;c.MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL SHALL BEFOLLOWED;d.THE SITE SUPERINTENDENT SHALL INSPECT DAILY TO ENSURE PROPER USE AND DISPOSALOF MATERIALS;e.SUBSTANCES SHALL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THEMANUFACTURER;f.WHENEVER POSSIBLE ALL OF A PRODUCT SHALL BE USED UP BEFORE DISPOSING OF THECONTAINER.g.THE TRAINING OF ON-SITE EMPLOYEES AND THE ON-SITE POSTING OF RELEASE RESPONSEINFORMATION DESCRIBING WHAT TO DO IN THE EVENT OF A SPILL OF REGULATEDSUBSTANCES.B.HAZARDOUS PRODUCTS - THE FOLLOWING PRACTICES SHALL BE USED TO REDUCE THE RISKSASSOCIATED WITH HAZARDOUS MATERIALS:a.PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINERS UNLESS THEY ARE NOTRESEALABLE;b.ORIGINAL LABELS AND MATERIAL SAFETY DATA SHALL BE RETAINED FOR IMPORTANTPRODUCT INFORMATION;c.SURPLUS PRODUCT THAT MUST BE DISPOSED OF SHALL BE DISCARDED ACCORDING TO THEMANUFACTURER'S RECOMMENDED METHODS OF DISPOSAL.C.PRODUCT SPECIFIC PRACTICES - THE FOLLOWING PRODUCT SPECIFIC PRACTICES SHALL BEFOLLOWED ON SITE:a.PETROLEUM PRODUCTS:i.ALL ON SITE VEHICLES SHALL BE MONITORED FOR LEAKS AND RECEIVE REGULARPREVENTIVE MAINTENANCE TO REDUCE LEAKAGE;ii.PETROLEUM PRODUCTS SHALL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARECLEARLY LABELED. ANY ASPHALT BASED SUBSTANCES USED ON SITE SHALL BE APPLIEDACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS.iii.SECURE FUEL STORAGE AREAS AGAINST UNAUTHORIZED ENTRY;iv.INSPECT FUEL STORAGE AREAS WEEKLY;v.WHEREVER POSSIBLE, KEEP REGULATED CONTAINERS THAT ARE STORED OUTSIDE MORETHAN 50 FEET FROM SURFACE WATER AND STORM DRAINS, 75 FEET FROM PRIVATE WELLS,AND 400 FEET FROM PUBLIC WELLS;vi.COVER REGULATED CONTAINERS IN OUTSIDE STORAGE AREAS;vii.SECONDARY CONTAINMENT IS REQUIRED FOR CONTAINERS CONTAINING REGULATEDSUBSTANCES STORED OUTSIDE, EXCEPT FOR ON PREMISE USE HEATING FUEL TANKS, ORABOVEGROUND OR UNDERGROUND STORAGE TANKS OTHERWISE REGULATED.viii.THE FUEL HANDLING REQUIREMENTS SHALL INCLUDE:(1)EXCEPT WHEN IN USE, KEEP CONTAINERS CONTAINING REGULATED SUBSTANCESCLOSED AND SEALED;(2)PLACE DRIP PANS UNDER SPIGOTS, VALVES, AND PUMPS;(3)HAVE SPILL CONTROL AND CONTAINMENT EQUIPMENT READILY AVAILABLE IN ALLWORK AREAS;(4)USE FUNNELS AND DRIP PANS WHEN TRANSFERRING REGULATED SUBSTANCES;(5)PERFORM TRANSFERS OF REGULATED SUBSTANCES OVER AN IMPERVIOUS SURFACE.ix.FUELING AND MAINTENANCE OF EXCAVATION, EARTHMOVING AND OTHER CONSTRUCTIONRELATED EQUIPMENT SHALL COMPLY WITH THE REGULATIONS OF THE MASSACHUSETTSDEPARTMENT OF ENVIRONMENTAL PROTECTION. FERTILIZERS:i.FERTILIZERS USED SHALL BE APPLIED ONLY IN THE MINIMUM AMOUNTS DIRECTED BY THESPECIFICATIONS;ii.ONCE APPLIED FERTILIZER SHALL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TOSTORMWATER;iii.STORAGE SHALL BE IN A COVERED SHED OR ENCLOSED TRAILERS. THE CONTENTS OF ANYPARTIALLY USED BAGS OF FERTILIZER SHALL BE TRANSFERRED TO A SEALABLE PLASTIC BINTO AVOID SPILLS.c.PAINTS:i.ALL CONTAINERS SHALL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE;ii.EXCESS PAINT SHALL NOT BE DISCHARGED TO THE STORM SEWER SYSTEM;iii.EXCESS PAINT SHALL BE DISPOSED OF PROPERLY ACCORDING TO MANUFACTURER'SINSTRUCTIONS OR STATE AND LOCAL REGULATIONS.D.SPILL CONTROL PRACTICES - IN ADDITION TO GOOD HOUSEKEEPING AND MATERIALMANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTION, THE FOLLOWING PRACTICESSHALL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP:a.MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEANUP SHALL BE CLEARLYPOSTED AND SITE PERSONNEL SHALL BE MADE AWARE OF THE PROCEDURES AND THELOCATION OF THE INFORMATION AND CLEANUP SUPPLIES;b.MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP SHALL BE KEPT IN THEMATERIAL STORAGE AREA ON SITE. EQUIPMENT AND MATERIALS SHALL INCLUDE BUT NOTBE LIMITED TO BROOMS, DUSTPANS, MOPS, RAGS, GLOVES, GOGGLES, KITTY LITTER, SAND,SAWDUST AND PLASTIC OR METAL TRASH CONTAINERS SPECIFICALLY FOR THIS PURPOSE;c.ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY;d.THE SPILL AREA SHALL BE KEPT WELL VENTILATED AND PERSONNEL SHALL WEARAPPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH AHAZARDOUS SUBSTANCE;e.SPILLS OF TOXIC OR HAZARDOUS MATERIAL SHALL BE REPORTED TO THE APPROPRIATELOCAL, STATE OR FEDERAL AGENCIES AS REQUIRED;f.THE SITE SUPERINTENDENT RESPONSIBLE FOR DAY-TO-DAY SITE OPERATIONS SHALL BETHE SPILL PREVENTION AND CLEANUP COORDINATOR.E.VEHICLE FUELING AND MAINTENANCE PRACTICE:a.CONTRACTOR SHALL MAKE AN EFFORT TO PERFORM EQUIPMENT/VEHICLE FUELING ANDMAINTENANCE AT AN OFF-SITE FACILITY;b.CONTRACTOR SHALL PROVIDE AN ON-SITE FUELING AND MAINTENANCE AREA THAT ISCLEAN AND DRY;c.IF POSSIBLE THE CONTRACTOR SHALL KEEP AREA COVERED;d.CONTRACTOR SHALL KEEP A SPILL KIT AT THE FUELING AND MAINTENANCE AREA;e.CONTRACTOR SHALL REGULARLY INSPECT VEHICLES FOR LEAKS AND DAMAGE;f.CONTRACTOR SHALL USE DRIP PANS, DRIP CLOTHS, OR ABSORBENT PADS WHEN REPLACINGSPENT FLUID.EROSION CONTROL OBSERVATIONS AND MAINTENANCE PRACTICES1.THIS PROJECT DOES EXCEED ONE (1) ACRE OF DISTURBANCE AND THUS DOES REQUIRE A SWPPP.THE SWPPP SHALL BE PREPARED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE FAMILIAR WITHTHE SWPPP AND KEEP AN UPDATED COPY OF THE SWPPP ONSITE AT ALL TIMES.2.THE FOLLOWING REPRESENTS THE GENERAL OBSERVATION AND REPORTING PRACTICES THAT SHALLBE FOLLOWED AS PART OF THIS PROJECT:A.OBSERVATIONS OF THE PROJECT FOR COMPLIANCE WITH THE SWPPP SHALL BE MADE BY THEENGINEER (CONTRACTOR) AT LEAST ONCE A WEEK OR WITHIN 24 HOURS OF A STORM 0.25INCHES OR GREATER;B.AN OBSERVATION REPORT SHALL BE MADE AFTER EACH OBSERVATION AND DISTRIBUTED TOTHE ENGINEER, THE OWNER, AND THE CONTRACTOR;C.A REPRESENTATIVE OF THE SITE CONTRACTOR, SHALL BE RESPONSIBLE FOR MAINTENANCE ANDREPAIR ACTIVITIES;D.IF A REPAIR IS NECESSARY, IT SHALL BE INITIATED WITHIN 24 HOURS OF REPORT.WORK AREAWATER FLOWAREA TO BE PROTECTEDWORK AREAAREA TO BE PROTECTEDNOTES:1.SILT SOCK SHALL BE SILT SOXX BY FILTREXX OR APPROVED EQUAL.2.SILT SOCK SHALL BE FILLED WITH FILTERMEDIA BY FILTREXX OR APPROVED EQUAL.3.WHERE TWO SILT SOCKS ARE JOINED, A MINIMUM OF 2 FEET OF OVERLAP SHALL BE MAINTAINED.4.SILT SOCKS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.SILT SOCKNO SCALESECTION VIEWNOTES:1. INLET PROTECTION BARRIER SHALL BE SILT SACK BY ACF ENVIRONMENTAL OR APPROVED EQUAL.2. INLET PROTECTION BARRIER SHALL BE INSTALLED IN ALL EXISTING AND PROPOSED CATCH BASINS LOCATEDWITHIN THE LIMIT OF WORK AND ON EXISTING STRUCTURES WHERE RUNOFF IS EXPECTED.3.SILT SACK SHALL BE INSPECTED REGULARLY AND MAINTAIN IN ACCORDANCE WITH MANUFACTURERRECOMMENDATIONS.INLET PROTECTION BARRIERNO SCALE12" MIN.3"STAKE ON 10'LINEAL SPACINGSILT SOCK2" X 2" WOODEN STAKESILT SOCK(12" TYPICAL)1" REBAR FOR BAGREMOVAL FROM INLET1" REBAR FOR BAGREMOVAL FROMINLETSILT SACKOR EQUALDUMP STRAP(TYP. OF 2)2453B13ANOTES:1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER ANDSEED.2. BEGIN AT THE TOP OF THE SLOPE, 36" OVER THE GRADE BREAK, BY ANCHORING THE BLANKET IN A 6" DEEP X 6"WIDE TRENCH WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UPSLOPE PORTION OF THE TRENCH.ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILLAND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTIONOF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OFSTAPLES SPACED 12" APART ACROSS THE WIDTH OF THE BLANKET.3.ROLL THE BLANKETS DOWN THE SLOPE. ALL BLANKETS MUST BE SECURELY FASTENED TO THE SOIL SURFACE BYPLACING STAPLES IN APPROPRIATE LOCATIONS AS SHOWN ON THE STAPLE PATTERN GUIDE.4.STAPLE LENGTHS SHALL BE A MINIMUM OF 8 INCHES.5.EROSION CONTROL BLANKET SHALL BE 'EAST COAST EROSION CONTROL ECC-2B™' OR APPROVED EQUAL.STABILIZATION BLANKETNO SCALE12"STABILIZED CONSTRUCTION EXITNO SCALEPLAN VIEW6"6" OVERLAY2" OVERLAYPROTECTED ROOT ZONE(DISTANCE VARIES) NO STORAGEOF EQUIPMENT OR STOCKPILINGOF MATERIALSLIMIT OF CONSTRUCTION IMPACT(VARIES-REFER TO PLANS)PRUNE PER ISA STANDARDSREMOVE DEAD WOOD &DAMAGED BRANCHESINSTALL PROTECTIVE FENCINGAT EDGE OF CURB AND WALK,AND A MINIMUM OF 6' FROMTREE ALL OTHER SIDES (WHENPOSSIBLE) FENCING MAY BEPLASTIC SNOW FENCE ORCHAIN LINK (4' HIGH MIN.)2"X4" DIMENSIONAL LUMBERATTACHED WITH METAL STRAPPING(OPTIONAL) AT TOW LOCATIONS(MINIMUM), DO NOT DAMAGE BARK.6" SPACING OF BOARDS, CUT BOARDSTO FITPRUNE ANY ROOTSEXPOSED AND/ORDAMAGED BYEXCAVATION WITH ASHARP SAWEXISTINGROOT SYSTEM(APPROXIMATE)EXISTING TREE PROTECTIONNO SCALEDESIGNED/CHECKED:DRAWN BY:FILE:DATE:BARNSTABLE, MAAPPROVED:THE LANDINGAT HYANNISPHASE llWSDEVELOPMENTASSOCIATES, LLCPROJECT NO:Plotted On:Oct 15, 2024-5:01pm By: JBowmanLast Saved:10/9/2024Tighe & Bond:F:\Projects\W\W2197 WS Development Assoc LLC\-003A The Landing at Hyannis Phase 3\Drawings\AutoCAD\Sheet\W2197-003A-C-DTLS.dwg MARKDATEDESCRIPTIONW2197-003A-C-DTLS.dwgOCTOBER 11, 2024W2197-003ASCALE:EGDJMPAS SHOWNJRB/MKF/NSCSITE PLANREVIEWEROSION CONTROL NOTES& DETAILS SHEETC.501 SIDEWALKSIDEWALK1.5%*SEE PLANS 6" CURB WIDTHCLEAR PATH OFTRAVEL OF 3'MIN REQUIRED 6.0' MIN.6'-6" MIN.7.5%*SEE PLANS7.5%*6" CURB WIDTHSIDEWALKWCRWCR7.5%*6'-6" MIN.LEFTSIDE TRANSITIONLIMITS OFCEMENT CONCRETELIMITS OFCEMENT CONCRETERSLRIGHTSIDE TRANSITIONGRANITE CURB GRANITE CURB RAMP OPENING CROSSWALK 3'-3" MIN ROADWAY DRAINAGE7.5%*< 5'> 5'4'- 0 " M I NHSLHIGH SIDE TRANSITION6'-6"LOW SIDE TRANSITIONGRANITE CURB6"REVEAL(TYP)EDGE OF ROADWAYROADWAY DRAINAGESEE PLANSSIDEWALK 1. 5 % * 1. 5 % *5'-0" MIN.SIDEWALK7.5%*7.5%*TYPICAL WHEELCHAIR RAMP - TYPE 4TYPICAL TIP-DOWN/WHEELCHAIR RAMPSNO SCALETYPICAL WHEELCHAIR RAMP - TYPE 3TYPICAL WHEELCHAIR RAMP - TYPE 1TYPICAL WHEELCHAIR RAMP - TYPE 26" REVEAL3/4" REVEAL6" REVEAL0" REVEAL (SEENOTE 6)0" REVEAL (SEENOTE 6)LANDING/TURNING AREA FLUSHW/ ROADWAYLIMITS OF BUILDING OROTHER UNALTERABLEOBJECTLIMITS OF BUILDING OROTHER UNALTERABLE OBJECTLEVEL LANDING(SLOPE AT 1.5%* FOR DRAINAGE)0" REVEAL (SEENOTE 6)0" REVEAL (SEENOTE 6)LEVEL LANDING(SLOPE AT 1.5%*FOR DRAINAGE)NOTES:1.SEE CONSTRUCTION PLANS FOR SIDEWALK WIDTHS AND LOCATIONS.2.WALKWAY CROSS SLOPES, FOR BRICK, CEMENT CONCRETE AND BITUMINOUS CONCRETE, AS INDICATED IN THE STANDARD SPECIFICATIONS, SHALL BE 1.5%. A CONSTRUCTION TOLERANCE OF 0.5% ISACCEPTABLE ON WALKWAYS. (REFER TO STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES, SECTION 700.) IN ACCORDANCE WITH 521 CMR THE RULES AND REGULATIONS OF THE ARCHITECTURALACCESS BOARD (AAB), THE WALKWAY CROSS SLOPE CANNOT EXCEED 2.0%.3.LOW SIDE TRANSITION LENGTH SHALL BE A MINIMUM OF 6'-6".4.AN UNOBSTRUCTED PATH OF TRAVEL WITH A MINIMUM WIDTH OF 3'-0" (EXCLUSIVE OF CURB WIDTH) SHALL BE MAINTAINED PAST ALL OBSTRUCTIONS (UTILITY POLES, SIGNS, SIGNAL FOUNDATIONS ANDMASTS, MAILBOXES, ALONG DRIVE OPENINGS, ETC.).5.WHEELCHAIR RAMPS SHALL BE 4" CEMENT CONCRETE PER THE SIDEWALK DETAIL.6.VERTICAL GRANITE CURB SHALL BE SET FLUSH WITH THE ROADWAY AT ALL WHEEL CHAIR RAMP ENTRANCES AS SHOWN ON THE PLANS OR FOR A MINIMUM OF 5 FEET.7.THE WHEELCHAIR RAMP SLOPES AND SIDE SLOPES (TRANSITIONS) WILL BE 7.5% WITH A CONSTRUCTION TOLERANCE OF 0.5%±. HOWEVER, THESE SLOPES MAY BE FLATTER WHEN WARRANTED BYSURROUNDING CONDITIONS.8.IN NO CASE WHERE A STOP LINE IS WARRANTED, SHALL A RAMP BE PLACED ON THE TRAFFIC APPROACH SIDE OF THAT STOP LINE.9.FIXED OBJECTS (I.E. UTILITY POLES, HYDRANTS, SIGN, SIGNAL FOUNDATIONS, ETC.) MUST NOT ENCROACH ON ANY PART OF THE WHEELCHAIR RAMP INCLUDING TRANSITION SLOPES.10.AT NO TIME IS ANY PART OF THE WHEELCHAIR RAMP, EXCLUDING CURB TRANSITIONS, TO BE LOCATED OUTSIDE THE CROSSWALK. THE WHEELCHAIR RAMP ENTRANCE IS TO BE CENTERED IN THE CROSSWALKWHENEVER POSSIBLE.11.CATCH BASINS WHICH ARE TO BE LOCATED IN THE VICINITY OF A WHEELCHAIR RAMP SHALL BE LOCATED UPGRADE OF THE RAMP ENTRANCE.THE ENTRANCE OF A WHEELCHAIR RAMP SHALL BE FLUSH WITH THEROADWAY.12.TESTING SURFACE: WHEN TESTING WITH A STRAIGHTEDGE, PLACED PARALLEL TO THE LINE OF SLOPE, THERE SHALL BE NO DEVIATION FROM A TRUE SURFACE IN EXCESS OF 1/4".TRANSITION CURB LENGTHROADWAYPROFILE GRADE(%)*HIGH SIDETRANSITION LENGTH0%6'-6">0% TO 1%7'-8">1% TO 2%9'-0">2% TO 3%11'-0">3% TO 4%14'-0">4% TO 5%15-0" MAX*BASED ON A DESIGN SLOPE OF 7.5%AND A CURB REVEAL OF 6"5'-0"MINLOW SIDE TRANSITION(6'-6" MIN)HIGH SIDE TRANSITION(SEE TABLE)ROADWAY DRAINAGE1.5%*1.5%*1.5%*SIDEWALKEDGE OF ROADWAYGRANITE CURB4'-0" MIN7.5%*7.5%*7.5%*6" REVEAL0" REVEAL (SEE NOTE 6)LEVEL LANDING(SLOPE AT 1.5%* FOR DRAINAGE)PAVEMENT TRENCH PATCHNO SCALENOTE:1.COORDINATE AND OBTAIN APPROVAL FOR ALL TRENCHING AND PATCHING WITHINTOWN RIGHT OF WAY WITH TOWN OF BARNSTABLE DPW PRIOR TO COMMENCINGWORK.SECTIONPLANEXISTING PAVEMENTEXISTING PAVEMENTLIMIT OFEXCAVATEDTRENCHLEAVE EXISTING BASECOURSE UNDISTURBED (TYPEACH SIDE)CUT WITH PAVEMENT SAW(TYP EACH SIDE)EXISTING BASE COURSE(UNDISTURBED)SAW CUT EDGE, CLEAN AND COAT WITH RS-1EMULSION IMMEDIATELY PRIOR TOCONSTRUCTING NEW PAVEMENT (TYP EACHSIDE)EXCAVATED TRENCH (SEETRENCH SECTION)MATCH EXISTING PAVEMENT TYPEAND THICKNESS(2.5" MINIMUM)MATCH EXISTING BASE COURSESMIN. 6" CRUSHED GRAVEL BASE &12" GRAVEL SUBBASESIDEWALKNOTES:1. CONCRETE FOR CURB TO BE 4,000 PSI.2. ALL RADII 50' AND SMALLER TO BE CONSTRUCTED USING CURVED SECTIONS.SEEPAVEMENTSECTIONBITUMINOUS TOP COURSEBITUMINOUSBINDERCOURSE3000 PSI CONCRETEBACKFILL FROM BOTTOM OF CURBTO BOTTOM OF LOAM(2) NO. 3 REINFORCING BARS3000 PSI CONCRETEBACKFILL FROM BOTTOM OFCURB TO BOTTOM OF PAVEMENTPRECAST CONCRETE CURBNO SCALE1'MINIMUM(TYP.)1'MINIMUM(TYP.)6"2"6"18"4"2"6"6"SEE CURB DETAIL ANDSITE PLAN FOR LOCATIONS6" LOAM &SEED6" LOAM &SEEDSEE GRADING PLANFOR SLOPE LIMITSSTANDARD DUTY PAVEMENT SECTION (RECLAIM)NO SCALEBITUMINOUS CONCRETEPAVEMENT 3" NOMINAL1.5" HOT MIX ASPHALT (M3.11.03 "TOP COURSE")1.5" HOT MIX ASPHALT (M3.11.03 "BINDER COURSE")HEAVY DUTY PAVEMENT SECTION (RECLAIM)NO SCALESEE CURB DETAIL ANDSITE PLAN FOR LOCATIONS6" LOAM &SEEDSEE CURB DETAIL AND SITE PLANFOR LOCATIONS6" LOAM &SEEDCOMPACTED GRANULAR FILLSEE GRADING PLANFOR SLOPE LIMITSCOMPACTED SUBGRADE(STRIP LOAM AND ORGANICS)PULVERIZE AND RECLAIM EXISTINGPAVEMENT AND UNDERLYING BASEMATERIALS TO A DEPTH OF 12" (MIN.)(SEE NOTES 5 & 6)SURFACE VARIES(SEE SITE PLAN)BITUMINOUS CONCRETEPAVEMENT 4" NOMINAL1.5" HOT MIX ASPHALT (M3.11.03 "TOP COURSE")2.5" HOT MIX ASPHALT (M3.11.03 "BINDER COURSE")SEE CURB DETAIL AND SITE PLANFOR LOCATIONSCOMPACTED GRANULAR FILLCOMPACTED SUBGRADE(STRIP LOAM AND ORGANICS)NOTES:1.SEE SITE PLANS FOR PAVEMENT WIDTH AND LOCATION.2.SEE GRADING, DRAINAGE & EROSION CONTROL PLAN FORPAVEMENT SLOPES AND CROSS SLOPES.3.TACK COAT (MHD M3.03.0) (0.05 GALLONS PER SQUAREYARD) SHALL BE APPLIED TO BINDER COURSE PRIOR TOINSTALLING TOP COURSE.4.PLACE HOT POURED RUBBERIZED ASPHALT SEALER (MHDM3.05.0) ALONG JOINTS OF THE HOT MIX ASPHALT TOPCOURSE.5.EXISTING ASPHALT PAVEMENT AND GRANULAR SUBBASESHALL BE PULVERIZED TO A MAXIMUM PARTICLE SIZE OFTWO (2) INCHES.6.FINES CONTENT OF PULVERIZED MIXTURE SHALL BELIMITED TO 15 PERCENT OR LESS (BY WEIGHT).CONTRACTOR SHALL TEST PULVERIZED MIXTURE TOCONFIRM CONFORMANCE WITH THIS SPECIFICATION. IFFINES CONTENT IS DETERMINED TO BE GREATER THAN 15PERCENT (BY WEIGHT), 1/2-INCH TO 3/4-INCH STONESHALL BE BLENDED INTO THE MIXTURE TO REDUCE THEFINES CONTENT WITHIN THE ALLOWABLE SPECIFICATION.6.1.BLENDED MIXTURE SHALL CONTAIN NO MORE THAN50 PERCENT ASPHALT PAVEMENT.PULVERIZE AND RECLAIM EXISTINGPAVEMENT AND UNDERLYING BASEMATERIALS TO A DEPTH OF 12" (MIN.)(SEE NOTES 5 & 6)NOTES:1.SEE SITE PLANS FOR PAVEMENT WIDTH ANDLOCATION.2.SEE GRADING, DRAINAGE & EROSION CONTROLPLAN FOR PAVEMENT SLOPES AND CROSS SLOPES.3.TACK COAT (MHD M3.03.0) (0.05 GALLONS PERSQUARE YARD) SHALL BE APPLIED TO BINDERCOURSE PRIOR TO INSTALLING TOP COURSE.4.PLACE HOT POURED RUBBERIZED ASPHALT SEALER(MHD M3.05.0) ALONG JOINTS OF THE HOT MIXASPHALT TOP COURSE.5.EXISTING ASPHALT PAVEMENT AND GRANULARSUBBASE SHALL BE PULVERIZED TO A MAXIMUMPARTICLE SIZE OF TWO (2) INCHES.6.FINES CONTENT OF PULVERIZED MIXTURE SHALL BELIMITED TO 15 PERCENT OR LESS (BY WEIGHT).CONTRACTOR SHALL TEST PULVERIZED MIXTURE TOCONFIRM CONFORMANCE WITH THISSPECIFICATION. IF FINES CONTENT IS DETERMINEDTO BE GREATER THAN 15 PERCENT (BY WEIGHT),1/2-INCH TO 3/4-INCH STONE SHALL BE BLENDEDINTO THE MIXTURE TO REDUCE THE FINES CONTENTWITHIN THE ALLOWABLE SPECIFICATION.6.1.BLENDED MIXTURE SHALL CONTAIN NO MORETHAN 50 PERCENT ASPHALT PAVEMENT.SEE GRADING PLANFOR SLOPE LIMITSSEE GRADING PLANFOR SLOPE LIMITSDESIGNED/CHECKED:DRAWN BY:FILE:DATE:BARNSTABLE, MAAPPROVED:THE LANDINGAT HYANNISPHASE llWSDEVELOPMENTASSOCIATES, LLCPROJECT NO:Plotted On:Oct 16, 2024-3:42pm By: JBowmanLast Saved:10/16/2024Tighe & Bond:F:\Projects\W\W2197 WS Development Assoc LLC\-003A The Landing at Hyannis Phase 3\Drawings\AutoCAD\Sheet\W2197-003A-C-DTLS.dwg MARKDATEDESCRIPTIONW2197-003A-C-DTLS.dwgOCTOBER 11, 2024W2197-003ASCALE:EGDJMPAS SHOWNJRB/MKF/NSCSITE PLANREVIEWDETAILS SHEETC.502 4'-6" 6"1'-6" DIA4'-0"6" DIA, SCH 40 STEEL PIPE,CONCRETE FILLED BOLLARD,PAINT SAFETY YELLOW3,000 PSI CONCRETE FOOTINGSLOPE TOP OF CONCRETE TODRAINPAVEMENT (SEE DETAIL)3'-1" RONLY LEGEND8'-0"5'-9"2'-7"3'-6"5'-5"2'-6"2'-6"2'-3" R8'-0"1'-0"TURN ARROW(RIGHT TURN OPPOSITE IN KIND)9'-6"5'-1"4'-5"1'-0"1'-2"NOTES:1.PAVEMENT MARKINGS TO BE INSTALLED IN LOCATIONS AS SHOWN ON SITE PLAN (SEESHEET C-301).2.ALL PAINT SHALL BE FAST DRYING WHITE TRAFFIC PAINT MEETING THE REQUIREMENTS OFMASSDOT SECTIONS 632 AND 708 AND AASHTO M247-77 AND SHALL INCLUDERETROREFELCTIVE GLASS BEADS (TYPE 1). PAINT SHALL BE APPLIED AS SPECIFIED BYMANUFACTURER.TYPICAL PAVEMENT STRIPING AND SIGNAGENO SCALETHROUGH (STRAIGHT) ARROWR1-130" X 30"WHITE ON REDFINISH: SHALL BE PAINTED WITH TWO COATS OF AN APPROVED MEDIUM GREEN BAKED ONOR DRIED, PAINT OF WEATHER RESISTANT QUALITY. ALL FABRICATION SHALL BECOMPLETE BEFORE PAINTING.NOTE:1.ALL SIGNS TO BE INSTALLED AS INDICATED IN THE MANUAL ONUNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.LENGTH: AS REQUIREDWEIGHT PER LINEAR FOOT: 2.50 LBS (MIN.)HOLES: 3/8" DIAMETER, 1" C-C FULL LENGTHSTEEL: SHALL CONFORM TO ASTM A-499 (GRADE 60) OR ASSTM A-576 (GRADE 1070 -1080)R7-8A6"X12"BLUE AND GREENON WHITER7-812"X18"BLUE AND GREEN ONWHITESECTION A-ASECTION B-By" DIA. HOLES - 1" O.C. LENGTH AS REQUIRED 1"1"7' MIN. 3" 1/ POST HEIGHT BBAA3-1/8"C1-1/4"A1-9/16"B.164"TYPICAL METAL SIGN POSTS & LEGENDNO SCALE.164"TAPEROPTIONALCROSSWALK STRIPINGNO SCALE5.0% MAX SLOPE INTRAVEL DIRECTION2.0% MAX CROSS SLOPENOTES:1.PAVEMENT MARKINGS AND STRIPING TO BE CONSTRUCTED USING FAST DRYING TRAFFIC PAINT, MEETING THE REQUIREMENTS OF AASHTO M248-TYPE F. PAINT SHALL BE APPLIED ASSPECIFIED BY MANUFACTURER.2. 12" INCH LINES SHALL BE APPLIED IN ONE APPLICATION, NO COMBINATION OF LINES (TWO - 6" LINES) WILL BE ACCEPTED.2.LONGITUDINAL CROSSWALK LINES TO BE PARALLEL TO CURBLINE.4. ALL LONGITUDINAL CROSSWALK LINES TO BE THE SAME LENGTH AND PROPERLY ALIGNED.STOP LINECURBLINE4"R5°23°6'-0"6'-0"NOTES:1.SYMBOL SHALL BE CONSTRUCTED IN ALL ACCESSIBLE SPACES USINGFAST DRYING TRAFFIC PAINT, MEETING THE REQUIREMENTS OFAASHTO M248-TYPE F. PAINT SHALL BE APPLIED AS SPECIFIED BYMANUFACTURER.2.SYMBOL SHALL BE CONSTRUCTED TO THE LATEST ADA, STATE ANDLOCAL REQUIREMENTS.ACCESSIBLE PARKING SYMBOLNO SCALER4-724"X30"BLACK ON WHITEDO NOTENTERR5-130"X30"WHITE ON REDBORDERED BY WHITENOTE:1.ALL PAINT SHALL BE FAST DRYING TRAFFIC PAINT, MEETING THE REQUIREMENTS OF AASHTO M248-TYPE F. PAINT SHALL BE APPLIED AS SPECIFIED BYMANUFACTURER.2.SYMBOLS & PARKING STALLS SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT AND LOCAL AND STATEREQUIREMENTS.3.FINISH PAVEMENT GRADES AT ALL HANDICAP ACCESSIBLE STALLS AND PAINTED ACCESS AISLES SHALL NOT EXCEED 2% IN ANY DIRECTION.4' ACCESSIBLE GRAPHIC SYMBOLPAINTED WHITE (SEE DETAIL) SYMBOLTO BE PAINTED ON BLUE NON-SKIDBACKGROUNDCONSTRUCT R7-8(RESERVED PARKING) & R7-8A(VAN ACCESSIBLE) MOUNTED ON BOLLARD CENTEREDIN SPACE(SEE SITE PLAN FOR LOCATION)4" WIDE PAINTEDWHITE LINES (TYP)CONSTRUCT R7-8(RESERVED PARKING) & R7-8A(VAN ACCESSIBLE) MOUNTED ONBOLLARD CENTERED IN SPACELANDSCAPEDISLANDSTALL STRIPING - SINGLE STRIPENO SCALEONLYR3-5R25"X30"BLACK ON WHITE6" STEEL BOLLARDNO SCALESTOPNOTES:1.PAVEMENT MARKINGS AS SHOWN ON SITE PLAN.2.PAVEMENT MARKINGS AND STRIPING TO BE CONSTRUCTED USING FAST DRYING TRAFFIC PAINT, MEETINGTHE REQUIREMENTS OF AASHTO M248-TYPE F. PAINT SHALL BE APPLIED AS SPECIFIED BY MANUFACTURER.4'-0" (FROM CURBLINE/CROSSWALK STRIPING)1'-6"PAINTED WHITELETTERINGWHITE PAINTEDSTOP LINESTOP BAR & LEGENDNO SCALEWT.ABC3 LBS1 58" OR 1 516"1 34" OR 1 78"3 12"4 LBS1 58"1 34"3 12"4'- 0 " M I NHSLHIGH SIDE TRANSITION6'-6"LOW SIDE TRANSITIONGRANITE CURB6"REVEAL (TYP)EDGE OF ROADWAYROADWAY DRAINAGESE E P L A N SSIDEWALK 1. 5 % * 1. 5 % *5'-0" MIN.SIDEWALK7.5%*7.5%*LEVEL LANDING(SLOPE AT 1.5%* FOR DRAINAGE)DETECTABLE WARNING PANEL (TYP)0" REVEAL (SEE NOTE 6)RIGHT OF WAY TIP-DOWNNO SCALENOTES:1.DETECTABLE WARNING PANELS ARE TO BE INSTALLED IN ACCORDANCE WITH THE CONSTRUCTIONSTANDARD E 107.6.52.DETECTABLE WARNING PANELS SHALL BE YELLOW. COORDINATE WITH THE TOWN OF BARNSTABLE.3.SEE SITE PLAN FOR LOCATIONS OF DETECTABLE WARNING PANELS WITHIN THE RIGHT OF WAY.12"(TYP.) 4'(TYP.)4' (TYP.)2' (MAX.)VARIESSEEPLANS4'-0"1'-0"1'-0"1'-0"1'-0"1'-0"R4"4"4"4"4"4"4"4"4"18'-0" TYPICAL STALL LENGTH9'-0"TYPICAL SPACE8'-0" (MIN.)RESERVED SPACE5'-0" (MIN.)8'-0"VANACCESSIBLESPACE8'-0" (MIN.)RESERVED SPACEVARIES6'6'6'6'3'-6"8'-6"8'-0"LENGTH AS REQUIRED (SEE SITE PLAN)DESIGNED/CHECKED:DRAWN BY:FILE:DATE:BARNSTABLE, MAAPPROVED:THE LANDINGAT HYANNISPHASE llWSDEVELOPMENTASSOCIATES, LLCPROJECT NO:Plotted On:Oct 16, 2024-3:43pm By: JBowmanLast Saved:10/16/2024Tighe & Bond:F:\Projects\W\W2197 WS Development Assoc LLC\-003A The Landing at Hyannis Phase 3\Drawings\AutoCAD\Sheet\W2197-003A-C-DTLS.dwg MARKDATEDESCRIPTIONW2197-003A-C-DTLS.dwgOCTOBER 11, 2024W2197-003ASCALE:EGDJMPAS SHOWNJRB/MKF/NSCSITE PLANREVIEWDETAILS SHEETC.503 NOTES:1.ALL LIGHT POLES, LUMINARIES AND WIRE TO BE FURNISHED BY THE CONTRACTOR UNLESS OTHERWISE DIRECTED.2.CONTRACTOR SHALL VERIFY BOLT TEMPLATE AND ANCHOR BOLT SIZE WITH POLE MANUFACTURER PRIOR TO CONSTRUCTION.3.CONCRETE SHALL BE 4,000 PSI CLASS A, PRE-CAST CONCRETE.4.REINFORCEMENT SHALL BE ASTM A615, GRADE 60.5.ALL LIGHT POLE BASE SHALL BE DESIGNED AND STAMPED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OFMASSACHUSETTS.30"LIGHT POLE BASENO SCALESEE ELECTRICALDRAWINGS1" CHAMFER ALL EDGES OF CONCRETE BASE (TYP.)LIGHT POLE AS SPECIFIED (SEE LIGHTING PLANS)INSULATED COPPER GROUND CONDUIT ATTACHED TOINTERNAL LUG WELDED TO INTERIOR OF POLE(SIZE GROUNDING CONDUCTOR PER NFPA 70)GROUND ROD(3/4" X 10')BASE PLATECOPPER EQUIPMENT GROUNDCONDUCTOR ATTACHED TO INTERNALLUG WELDED TO INTERIOR OF POLE#4 BARS @ 12" O.C.HORIZONTAL (15" LAP)FINISHED GRADEPVC CONDUIT STUBBED UPADJACENT TO HANDHOLE(NUMBER AND SIZE AS REQUIRED)ANCHOR BOLTS (SEENOTE 2)3" REVEALHANDHOLE (PER LIGHT POLE MANUFACTURER)CONCRETE AS SPECIFIED (SEENOTES 3 & 5)6-#8 BARS (TYP.)3" COVER(TYP.)EXTENDED LIGHT POLE BASENO SCALENOTES:1.ALL LIGHT POLES, LUMINARIES AND WIRE TO BE FURNISHED BY THE CONTRACTOR UNLESS OTHERWISE DIRECTED.2.CONTRACTOR SHALL VERIFY BOLT TEMPLATE AND ANCHOR BOLT SIZE WITH POLE MANUFACTURER PRIOR TO CONSTRUCTION.3.CONCRETE SHALL BE 4,000 PSI CLASS A, PRE-CAST CONCRETE.4.REINFORCEMENT SHALL BE ASTM A615, GRADE 60.5.ALL LIGHT POLE BASE SHALL BE DESIGNED AND STAMPED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OFMASSACHUSETTS.6.EXTENDED LIGHT POLE BASE TO BE USED IN VEHICULAR AREAS. SEE LIGHTING PLAN.7.PAINT LIGHT POLE BASE SAFETY YELLOW WHERE NOT PROTECTED BY CURB.30"SEE ELECTRICALDRAWINGS1" CHAMFER ALL EDGES OF CONCRETEBASE (TYP.)LIGHT POLE AS SPECIFIED (SEE LIGHTING PLANS)INSULATED COPPER GROUND CONDUITATTACHED TO INTERNAL LUG WELDED TOINTERIOR OF POLE(SIZE GROUNDING CONDUCTOR PER NFPA 70)GROUND ROD(3/4" X 10')BASE PLATECOPPER EQUIPMENT GROUND CONDUCTORATTACHED TO INTERNAL LUG WELDED TOINTERIOR OF POLE#4 BARS @ 12" O.C.HORIZONTAL (15" LAP)FINISHED GRADEPVC CONDUIT STUBBED UP ADJACENTTO HANDHOLE (NUMBER AND SIZE ASREQUIRED)ANCHOR BOLTS (SEE NOTE 2)30"REVEALHANDHOLE (PER LIGHT POLE MANUFACTURER)CONCRETE AS SPECIFIED (SEENOTES 3 & 5)6-#8 BARS (TYP.)3" COVER(TYP.)SEE NOTE 7DUMPSTER PADNO SCALESECTION A-A2 LAYERS OF 6X6 -W2.9xW2.9 WWF3/4" CHAMFER(ALL TOP EDGES)COMPACTED SUBGRADE(STRIP LOAM AND ORGANICS)DUMPSTER ENCLOSURE(SEE DETAIL)72" (MIN) 72" (MIN)SEE PLAN VIEWFOR DIMENSIONS3" (TYP.)3" (TYP.)6"3"(FROM ALL EDGES)12"12" DENSEGRADEDCRUSHEDSTONE(M2.01.7)1"2-1/4"4-1/2"6"CONTROL JOINT ANOTES:1. CONCRETE TO BE CLASS A 4,500 PSI, 7% AIR ENTRAINED2. STANDARD BROOM FINISH.3.QUICKRETE CURE & SEAL OR APPROVED EQUAL TO BE APPLIED PER MANUFACTURER RECOMMENDATIONS AFTER PLACEMENT OF CONCRETE.4.CONSTRUCTION JOINT B SHALL BE USED AT EXTENDED CONCRETE DUMPSTER PAD LOCATION.5.ISOLATION JOINT C SHALL BE USED WHERE ABUTTING CURB.XXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX6'~BITUMINOUSPAVEMENT~~CURB/PAVEMENT~APLAN VIEW6'EQUAL SEGMENTS6'-0" (MAX)1/8"x1" DEEP HAND TOOLEDJOINT WITH 1/4" RADII6" STEEL BOLLARD(TYP.) (NUMBER VARIES,SEE SITE PLANS)DUMPSTER ENCLOSURE(SEE DETAIL)AAAAAAAAAAAACCCB/CB/CDOUBLE OPENINGGATE (SEE DETAIL)CONSTRUCTION JOINT BFILLED WITH SEALANT1/8"x1" DEEP HANDTOOLED JOINT WITH1/4" RADII#6 REBAR @12" O.C.~PAVEMENT/CONCRETE PAD~ (SEE NOTES 5&6)A6'VARIES (SEE SITE PLANS)CCCB/CPOSITIVE LIMITING GROOVES(SEE SECTION VIEW)~BITUMINOUS PAVEMENT~6" STEEL BOLLARD(SEE DETAIL)6"'(TYP.)1/4"RADII1/2" NON-EXTRUDINGCLOSED CELLPOLYPROPYLENE FOAM,FULL DEPTHISOLATION JOINT C4"8'-0" O.C.(MAX.)4'-0" (TYP.)4"7'-0"6" (MIN.)12"(MIN.)3'-6"ELEVATIONFRONT ELEVATION AT GATE4'-0" (TYP.)13'-0"18"12"12"1"x4" FIRST GRADEWESTERN REDCEDAR TONGUE &GROOVE PLANKING3/4" CRUSHEDSTONE (TYP.)UNDISTURBED ORCOMPACTED SUBGRADE (TYP.)3,000 PSI CONCRETEFOOTING (TYP.)TRUSS ROD (TYP.)(3/8" MIN. DIA.)(SEE NOTE 3)CONCRETE PAD(SEE DETAIL)2"x6" VERTICAL BOARD OUTSIDEGATE FOR HINGES (TYP.)GALVANIZED COLLAR WELDEDTO POST WITH HINGE (TYP.)CAP WELDED TO TOPOF POST (TYP.)6.625" DIA. SCHEDULE 40GALVANIZED STEEL GATE POST (TYP.)CONCRETE PAD(SEE DETAIL)GALVANIZEDSTEEL CANEBOLTASSEMBLYAND SLEEVE1.90" DIA. BOTTOMRAIL (TYP.)1.90" DIA. TOPRAIL (TYP.)1.90" DIA. TOPRAIL (TYP.)1.90" DIA.BOTTOM RAIL(TYP.)2.875" DIA.CORNER/LINEPOST W/ CAP24" (MIN.)WELD ALLJOINTS (TYP.)WELD ALLJOINTS (TYP.)GATE LATCH WITHPROVISION FORPADLOCKNOTES:1.CONTRACTOR SHALL SUBMIT FENCING SHOP DRAWINGS, INCLUDING DATA ON POSTS, ACCESSORIES, FITTINGS AND HARDWARE FORAPPROVAL PRIOR TO CONSTRUCTION.2.GATE LEAFS SHALL OPEN A MINIMUM OF 150-DEGREES.3.ALL GATE FRAMES SHALL BE A MINIMUM OF 1.90" NOMINAL (ROUND). GATE FRAMES SHALL BE OF WELDED CONSTRUCTED OR SHALL BEASSEMBLED USING HEAVY FITTINGS. AT CONTRACTORS OPTION, A WELDED HORIZONTAL BRACE MAY BE USED IN LIEU OF TRUSS RODSTO BRACE ALL WELDED GATE FRAMES.4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER RIGID CONSTUCTION OF ALL GATES SUPPLIED.5.GATE POST FOOTINGS SHALL BE A MINIMUM OF 24" IN DIAMETER. ALL OTHER POST FOOTINGS SHALL BE A MINIMUM OF 12" IN DIAMETER.6" (MIN.)24" (MIN.)24" (MIN.)1"x4" FIRST GRADEWESTERN REDCEDAR TONGUE &GROOVE PLANKINGGALVANIZED STEELSPRING GATE CLOSERDECORATIVE DUMPSTER ENCLOSURENO SCALEDESIGNED/CHECKED:DRAWN BY:FILE:DATE:BARNSTABLE, MAAPPROVED:THE LANDINGAT HYANNISPHASE llWSDEVELOPMENTASSOCIATES, LLCPROJECT NO:Plotted On:Oct 16, 2024-3:43pm By: JBowmanLast Saved:10/16/2024Tighe & Bond:F:\Projects\W\W2197 WS Development Assoc LLC\-003A The Landing at Hyannis Phase 3\Drawings\AutoCAD\Sheet\W2197-003A-C-DTLS.dwg MARKDATEDESCRIPTIONW2197-003A-C-DTLS.dwgOCTOBER 11, 2024W2197-003ASCALE:EGDJMPAS SHOWNJRB/MKF/NSCSITE PLANREVIEWDETAILS SHEETC.503 CORE HOLE SIZEPIPE SIZERCP CORE HOLE DIA.PLASTIC CORE HOLEDIA.INCHESINCHESFEETINCHESFEET670.612181.5181.515221.8201.718262.2242.024342.8322.7PIPE TO MANHOLE JOINTSHORIZONTAL JOINTSKOR-N-SEAL JOINTSLEEVE OR EQUALPIPEPOLYTITE(OR EQUAL)ROLL-N-LOK(OR EQUAL)BITUMASTICO-RINGNOTES:1.HORIZONTAL JOINTS BETWEEN THE SECTIONS OF PRECAST CONCRETE BARRELS SHALL BE PER TOWN OFBARNSTABLE DPW STANDARD AND SHALL BE SEALED FOR WATERTIGHTNESS USING A DOUBLE ROW ELASTOMERICOR MASTIC-LIKE GASKET.2.PIPE TO MANHOLE JOINTS SHALL BE PER TOWN OF BARNSTABLE STANDARD.3.FOR BITUMASTIC TYPE JOINTS THE AMOUNT OF SEALANT SHALL BE SUFFICIENT TO FILL AT LEAST 75% OF THEJOINT CAVITY.4.ALL GASKETS, SEALANTS, MORTAR, ETC. SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' WRITTENINSTRUCTIONS.STRUCTURE JOINTSNO SCALEINSIDE FACE OFMANHOLEFILL W/MORTARANODIZED ALUMINUMINTERNAL CLAMPKOR-N-SEAL BOOTSTAINLESS STEELCLAMPASPHALT IMPREGNATEDPOLYURETHANE GASKET1-/2" x 2"RUBBER-LIKE GASKETROLLS OUT OF RECESSAPPROVED PREFORMEDBITUMASTIC SEALANTRUBBER-LIKEO-RING SETIN RECESSPIPE DIA. + 24" MIN. 8" MULTIPLES 12", 24",36" OR 48" AS REQUIRED 36"24"Ø5"4"24" MULTIPLES 12", 24",36" OR 48" AS REQUIRED 60"Ø72"Ø6"14 PIPE DIAFRAME & COVERFRAME TO BE SET IN FULL BED OF MORTARADJUST TO GRADE WITH NOT MORE THAN 12"OF BRICK MASONRY OR CONCRETE GRADINGRINGS24"x48" ECCENTRIC PRECAST MANHOLE CONESPIGOT & BELL REINFORCEMENT SHALL BE CONNECTEDTO BARREL REINFORCEMENTFLAT SLAB TOP FOR SHALLOW MANHOLES(SEE PLANS FOR LOCATIONS)SEAL ALL JOINTS WITH APPROVEDPRE-FORMED GASKET MATERIAL (SEESTRUCTURE JOINT DETAILS)48"x60" ECCENTRIC MANHOLE TAPER 6" WALLSPIGOT & BELL REINFORCEMENT SHALL BE CONNECTEDTO BARREL REINFORCEMENTMONOLITHIC BASESHAPE INVERT WITHCONCRETE (3000 PSI)PIPE DIA. + 24" MIN. 6"70"ØMULTIPLES 12", 24",36" OR 48" AS REQUIRED 36"48"Ø6"24"Ø5"4"1/4" PIPE DIAFRAME & COVERFRAME TO BE SET IN FULL BED OFMORTARADJUST TO GRADE WITH NOT MORE THAN 12"OF BRICK MASONRY OR CONCRETE GRADINGRINGS24"x48" ECCENTRIC PRECAST MANHOLE CONESPIGOT & BELL REINFORCEMENT SHALLBE CONNECTED TO BARRELREINFORCEMENTSEAL ALL JOINTS WITH APPROVEDPRE-FORMED GASKET MATERIAL (SEESTRUCTURE JOINT DETAILS)MONOLITHIC BASEFLAT SLAB TOP FOR SHALLOW MANHOLES(SEE PLANS FOR LOCATIONS)24" DIA MAXSEE STRUCTURE JOINT DETAILS FORPIPE/STRUCTURE CONNECTION36" DIA MAXSHAPE INVERT WITHCONCRETE (3000 PSI)SEE STRUCTURE JOINT DETAILS FORPIPE/STRUCTURE CONNECTION6" BASE OF 3/4" CRUSHED STONE (EXTEND 6" MIN BEYONDSTRUCTURE BASE)6" BASE OF 3/4" CRUSHED STONE (EXTEND 6" MIN BEYONDSTRUCTURE BASE)NOTES:1.DRAIN MANHOLES SHALL CONFORM TO LATEST REVISIONS OF MASSDOT STANDARD SPECIFICATIONS.2.FLAT TOP SLAB DRAIN MANHOLE SHALL BE USED WHERE THERE IS MINIMAL COVER.3.ALL SECTIONS SHALL BE 4,000 PSI CONCRETE.4.CIRCUMFERENTIAL REINFORCEMENT SHALL BE 0.12 SQUARE INCHES PER LINEAR FOOT IN ALL SECTIONS AND SHALL BE PLACED IN THE CENTERTHIRD OF THE WALL.5.THE TONGUE AND THE GROOVE OF THE JOINT SHALL CONTAIN ONE LINE OF CIRCUMFERENTIAL REINFORCEMENT EQUAL TO 0.12 SQUARE INCHESPER LINEAR FOOT.6.THE STRUCTURES SHALL BE DESIGNED FOR HS-20 LOADING.7.CONSTRUCT CRUSHED STONE BEDDING AND BACKFILL UNDER (6" MINIMUM THICKNESS)8.THE TONGUE AND GROOVE JOINT SHALL BE SEALED WITH ONE STRIP OF BUTYL RUBBER SEALANT.9.PIPE ELEVATIONS SHOWN ON PLANS SHALL BE FIELD VERIFIED PRIOR TO PRECASTING.10.OUTSIDE EDGES OF PIPES SHALL PROJECT NO MORE THAN 3" BEYOND INSIDE WALL OF STRUCTURE.11.PRECAST SECTIONS SHALL HAVE A TONGUE AND GROOVE JOINT 4" HIGH AT AN 11° ANGLE CENTERED IN THE WIDTH OF THE WALL AND SHALLBE ASSEMBLED USING AN APPROVED FLEXIBLE SEALANT IN JOINTS.12.ALL STRUCTURES WITH MULTIPLE PIPES SHALL HAVE A MINIMUM OF 12" OF INSIDE SURFACE BETWEEN HOLES, NO MORE THAN 75% OF AHORIZONTAL CROSS SECTION SHALL BE HOLES, AND THERE SHALL BE NO HOLES CLOSER THAN 3" TO JOINTS.PRECAST DRAIN MANHOLES60" DIAMETER DRAIN MANHOLE48" DIAMETER DRAIN MANHOLEDRAIN MANHOLE FRAME & COVERNO SCALESTANDARD MANHOLE FRAME24"34"26"DIASTANDARD MANHOLE COVERNOTES:1.DRAIN MANHOLE FRAME & COVER TO CONFORM TO LATEST REVISIONS OF MASSDOT STANDARD SPECIFICATIONS.2.ALL DIMENSIONS ARE NOMINAL.3.FRAME AND COVER SHALL BE PROVIDED BY THE SAME MANUFACTURER.4.FRAMES USING NARROWER DIMENSIONS FOR THICKNESS ARE ALLOWED PROVIDED:4.A.THE FRAMES MEET OR EXCEED THE SPECIFIED LOAD RATING.4.B.THE INTERIOR PERIMETER (SEAT AREA) DIMENSIONS OF THE FRAMES REMAIN THE SAME TO ALLOW CONTINUEDUSE OF EXISTING GRATES/COVERS AS THE EXISTING FRAMES ALLOW, WITHOUT SHIMS OR OTHER MODIFICATIONSOR ACCOMMODATIONS.4.C.ALL OTHER PERTINENT REQUIREMENTS OF THE SPECIFICATIONS ARE MET.5.LABEL TYPE OF MANHOLE WITH 3" HIGH LETTERS CAST IN THE CENTER OF THE COVER AS SPECIFIED.6.MATERIAL SHALL BE CAST IRON.7.MINIMUM MANHOLE COVER WEIGHT SHALL BE 200 LBS.8.MINIMUM MANHOLE FRAME WEIGHT SHALL BE 240 LBS.9.FRAME AND GRATES SHALL BE H20 RATED.NON-SKID SURFACE AS APPROVED BYTOWN OF BARNSTABLESECTION A-ACATCH BASINFINISHED GRADECATCH BASINCLEAN CRUSHED STONEOIL SEPARATOR HOOD PERFORATED HDPE (SEENOTE 2)MIRAFI 140N ORAPPROVED EQUAL(LINE OUTSIDE OFCRUSHED STONE)(SEE NOTE 1)FINISHED GRADE PERFORATED HDPE (SEENOTE 2)CLEAN CRUSHED STONE60°NOTES:1.GEOTEXTILE FABRIC SHALL OVERLAP BY AT LEAST 2'-0" ABOVE THE PIPE.2.PERFORATIONS SHALL BE CIRCULAR AND BE LOCATED 60° FROM ONE ANOTHER AS MEASURED FROM THE CENTER OF THE PIPE.INFILTRATION TRENCHNO SCALE24"DIA.4.0' (TYPICAL)4.0'SUMP4.0'SUMP12"4.0'4"VARIES4.0' (TYPICAL)12"END CAP18" X 18" X 5" CONCRETEPAD (TYP.)SEE DRAINAGE PLANFOR SIZE4" RISER45° ELBOW45° "Y"SEE DRAINAGETRENCH DETAILCOMPACTEDSUBGRADEC.I. FRAME & COVER GENERALFOUNDRIES PRODUCT NO. 11181MARKED "SEWER" OR APPROVEDEQUAL5" CONCRETE SIDEWALK(SEE DETAIL)THREADED PLUG ADAPTERAND SCREW CAP4" THICK CONCRETE RING(24" DIAMETER MIN.)6" CRUSHED GRAVEL(SEE CONCRETESIDEWALK DETAIL)EMBED FRAME IN NON-SHRINKGROUT (1/2" MIN.)SIDEWALKAREALOAMAREA6" LOAM & SEEDCOMPACTED SUBGRADEDRAIN CLEAN OUTNO SCALEFLOW DIRECTIONDIAMETERWALLTHICKNESS(MIN.)FLOORTHICKNESS(MIN.)4'5"6"5'6"8"6'7"8"DESIGNED/CHECKED:DRAWN BY:FILE:DATE:BARNSTABLE, MAAPPROVED:THE LANDINGAT HYANNISPHASE llWSDEVELOPMENTASSOCIATES, LLCPROJECT NO:Plotted On:Oct 15, 2024-5:01pm By: JBowmanLast Saved:10/9/2024Tighe & Bond:F:\Projects\W\W2197 WS Development Assoc LLC\-003A The Landing at Hyannis Phase 3\Drawings\AutoCAD\Sheet\W2197-003A-C-DTLS.dwg MARKDATEDESCRIPTIONW2197-003A-C-DTLS.dwgOCTOBER 11, 2024W2197-003ASCALE:EGDJMPAS SHOWNJRB/MKF/NSCSITE PLANREVIEWDETAILS SHEETC.505 48" PRECAST CATCH BASINNOTES:1.DEEP SUMP CATCH BASIN WITH OIL SEPARATOR TO CONFORM TOLATEST REVISIONS OF MASSDOT STANDARD SPECIFICATIONS.2.FLAT TOP SLAB CATCH BASINS SHALL BE USED WHERE THERE ISMINIMAL COVER.3.SEE GRADING, DRAINAGE & EROSION CONTROL PLAN FORLOCATIONS OF DOUBLE GRATED CATCH BASINS.4.STRUCTURES SHALL BE DESIGNED FOR HS-20 LOADING.PRECAST BASE6"MULTIPLES 12",24",36" OR 48"AS REQUIRED 24"48"Ø5"8"MIN4'-0" SUMP24" SQUAREOPENINGO.D. OF PIPE+2" CLEARANCEFRAME & GRATE(SEE PLANS FOR TYPE)FRAME TO BE SET INFULL BED OF MORTARADJUST TO GRADE WITH NOT MORETHAN 12" OF BRICK MASONRY24"x48" CONCENTRICPRECAST CATCH BASIN CONESPIGOT & BELL REINFORCEMENT SHALL BECONNECTED TO BARREL REINFORCEMENTFINISHED GRADESEAL ALL JOINTS WITH APPROVEDPRE-FORMED GASKET MATERIAL(SEE STRUCTURE JOINT DETAILS)MONOLITHIC BASEKOR-N-SEALBOOT OR EQUALPROVIDE "V" OPENINGFLAT SLAB TOP FOR SHALLOWCATCH BASINS(SEE PLANS FOR LOCATIONS)6" BASE OF 3/4" CRUSHED STONE (EXTEND 6" MINBEYOND STRUCTURE BASE)ALL OUTLETS TO HAVE "SNOUT"OIL/WATER SEPARATOR HOOD(OR APPROVED EQUAL)CATCH BASIN FRAME & GRATESNO SCALE23 78"±1 14"1 1 4"SECTION A-APLANFLOW (RT HAND GRATE)SEE NOTE 2AAGUTTER LINECUT KEY OPENINGFOR RT. HAND GRATE23 78"±2"1 14"1 1 4"SECTION A-A2 14"±1 14"±AAPLANGUTTER LINESTANDARD FRAME & GRATECASCADE FRAME & GRATENOTES:1.CATCH BASIN FRAME & GRATE TO CONFORM TO LATEST REVISIONS OF MASSDOT STANDARD SPECIFICATIONS.2.THE DETAILS FOR THE GRATE AS SHOWN ABOVE ARE FOR WATER FLOW COMING FROM THE RIGHT (DESIGNATED AS A "RIGHT GRATE"). WHEN WATER FLOW IS FROM THELEFT (DESIGNATED AS A "LEFT GRATE") THE GRATE SHALL BE TURNED 180° FROM THE POSITION SHOWN ABOVE.3.USE CASCADE STYLE FRAME & GRATE AS INDICATED ON GRADING, DRAINAGE & EROSION CONTROL PLANS.4.ALL DIMENSIONS ARE NOMINAL5.FRAMES USING NARROWER DIMENSIONS FOR THICKNESS ARE ALLOWED PROVIDED:5.1.THE FRAMES MEET OR EXCEED THE SPECIFIED LOAD RATING.5.2.THE INTERIOR PERIMETER (SEAT AREA) DIMENSIONS OF THE FRAMES REMAIN THE SAME TO ALLOW CONTINUED USE OF EXISTING GRATES/COVERS AS THE EXISTINGFRAMES ALLOW, WITHOUT SHIMS OR OTHER MODIFICATIONS OR ACCOMMODATIONS.5.3.ALL OTHER PERTINENT REQUIREMENTS OF THE SPECIFICATIONS ARE MET.6.FRAME AVAILABLE IN 4" OR 8" HEIGHTS7.MATERIAL SHALL BE CAST IRON.8.MINIMUM WEIGHT OF GRATE SHALL BE 275 LBS.9.USE 3-FLANGE FRAME IF INSTALLED ADJACENT TO GRANITE CURB.10.FRAME AND COVER SHALL BE H20 RATED.NOTES:1.CRUSHED STONE BEDDING AND BACKFILL FOR FULL WIDTH OF THE TRENCH FROM 6"BELOW PIPE IN EARTH AND 12" BELOW PIPE IN ROCK UP TO 6" ABOVE TOP OF PIPE.2.ALL UTILITIES SHALL BE INSTALLED PER THE INDIVIDUAL UTILITY COMPANYSTANDARDS. COORDINATE ALL INSTALLATIONS WITH INDIVIDUAL UTILITY COMPANIESAND THE TOWN OF BARNSTABLE.LOAMAREAPAVEDAREA4'-0" MIN. 6"D/23'-0" MIN. OR D+2 (WHICHEVER IS GREATER)12"6"12"-18"STORM DRAIN TRENCHNO SCALESUBBASESEE PAVEMENT DETAILBASESEEPAVEMENTDETAILROCKUNDISTURBEDSOILBEDDING AND BACKFILLMATERIALCOMPACTEDGRANULAR FILLWARNING/TRACER TAPECENTERED OVERPIPE6" LOAM &SEED SEESTRUCTURE JOINTSDETAILALTERNATE FLAT TOP AASHTO HS-20 LOADINGNOTES:1.LEACHING DRAIN MANHOLE SHALL BE BY SCITUATE COMPANIES, OR APPROVED EQUAL.2.MANUFACTURED TO MEET OR EXCEED: ASTM C-478 & AASHTO M 199 SPECS.3.CONCRETE = 4,000 PSI. MINIMUM CEMENT PER ASTM C-478 (6.1).4.REINFORCED STEEL COMFORMS TO LATEST ASTM A 185 SPECIFICATIONS. 0.12 SQ. IN / LINEALFT. AND 0.12 SQ. IN (BOTH WAYS) BASE BOTTOM.5.BUTYL RUBBER JOINT SEALANT PER ASTM C-990 7 ASHTO M-198.6.STRUCTURES SHALL BE DESIGNED FOR HS-20 LOADING.24" OR 30"8"8"2'-0"24" OR 30"3/4" CRUSHED STONEMIRAFI 160-NNON-WOVEN GEOTEXTILE(OVERLAP SEAMS 12" MIN)OVERLAP GEOTEXTILE ON STRUCTURE12" MIN (TYP)LEACHING DRAIN MANHOLE (4' DIAMETER)NO SCALED6"BASE4'ONLYRISER SECTION(VARIES)CONE SECTION(VARIES)10"5"5"DIAMETERWALLTHICKNESS(MIN.)FLOORTHICKNESS(MIN.)4'5"6"5'6"8"6'7"8"1" DIA.HOLE (TYP.)SEE PAVEMENT SECTIONCOMPACTED GRANULAR FILL12" (MIN.)12" DIA. HOLE IN FLOOR2" MIN CLOSED CELL PIPE INSULATIONWHEN MIN COVER NOT PROVIDEDDESIGNED/CHECKED:DRAWN BY:FILE:DATE:BARNSTABLE, MAAPPROVED:THE LANDINGAT HYANNISPHASE llWSDEVELOPMENTASSOCIATES, LLCPROJECT NO:Plotted On:Oct 15, 2024-5:01pm By: JBowmanLast Saved:10/9/2024Tighe & Bond:F:\Projects\W\W2197 WS Development Assoc LLC\-003A The Landing at Hyannis Phase 3\Drawings\AutoCAD\Sheet\W2197-003A-C-DTLS.dwg MARKDATEDESCRIPTIONW2197-003A-C-DTLS.dwgOCTOBER 11, 2024W2197-003ASCALE:EGDJMPAS SHOWNJRB/MKF/NSCSITE PLANREVIEWDETAILS SHEETC.506 R=CIRCULAR STRUCTUREFRONT VIEWSIDE VIEWDETAIL ADETAIL BINSTALLATION DETAILCONFIGURATION DETAILMOUNTINGFLANGEOUTLET PIPE(HIDDEN)1" PVCANTI-SIPHONPIPEADAPTERREMOVABLE WATERTIGHTACCESS PORT6" - 10" OPENINGGASKET COMPRESSED BETWEEN HOODAND STRUCTURE(SEE DETAIL B)ANCHOR W/ BOLT(SEE DETAIL A)MOUNTINGFLANGEFOAM GASKET W/ PSABACKINGDRILLED HOLEEXPANSION CONE(NARROW END OUT)STAINLESSBOLTANCHOR SHIELD1/2 DDPIPE SIZE(I.D.)SNOUT MODEL REQ'D12"18R15"18R18"24R24"30R30"54R36"54ROIL-WATER-DEBRIS SEPARATOR HOODFRAMES AND COVERS(INCLUDING RAISED INSPECTION COVERS)MANHOLE FRAME AND COVERS SHALL BE OF HEAVY DUTY DESIGN AND PROVIDE A 30"CLEAR OPENING. A 3" (MINIMUM HEIGHT) LETTER "S" FOR SEWERS SHALL BE PLAINLYCAST INTO THE CENTER OF EACH COVER. ADJUST COVER TO GRADE WITH BRICKS ORPRECAST CONCRETE RINGS - MAXIMUM 12" ADJUSTMENT. ALL COMPONENTS TO BEDESIGNED FOR HS-20 (AASHTO)BBSECTION B-BPLAN VIEWSECTION VIEW14'-0"13'-0"7'-5"8'-7"7'-0"8'-0"24" DIA.CLEANOUTCOVER3"12"30" Ø HS20 SEWER MANHOLEFRAME & COVER SET FLUSHWITH FINISH GRADE (TYP.)FLEXIBLE BOOT (TYP.)6" OF 3/4" CRUSHEDSTONE BEDDING (TYP.)ALL TEES SHALL BE PVC SCH 40,SCREWED TOGETHER ANDPERMANENTLY MOUNTED TO THEINTERIOR OF THE TANK WITHSTAINLESS STEEL STRAPS (TYP.)6'-5" MAX. LIQUID DEPTH6"6'-5" MAX. LIQUID DEPTH8'-7"4,000 GALLON GREASE TRAPNO SCALENOTES:1.SAND BEDDING AND BACKFILL FOR FULL WIDTH OF THE TRENCH FROM 6" BELOW PIPE IN EARTHAND 12" BELOW PIPE IN ROCK UP TO 12" ABOVE TOP OF PIPE. MINIMUM OF 6" OF SAND ON SIDES.2.GAS LINE SHALL BE INSTALLED PER NATIONAL GRID STANDARDS.3.MINIMUM 12" PERPENDICULAR SEPARATION REQUIRED AROUND GAS MAIN.4.COORDINATE ALL INSTALLATIONS WITH NATIONAL GRID AND THE TOWN OF BARNSTABLE.LOAMAREAPAVEDAREASEE PAVEMENT DETAILBASESUBBASESEEPAVEMENTDETAILSPRING LINELEDGEUNDISTURBEDSOILBEDDING AND BACKFILLMATERIALCOMPACTEDGRAVELBORROW, TYPEBWARNING/TRACER TAPECENTERED OVERPIPE6" LOAM &SEED36" MIN.12"D/212"6"18" WIDE MINIMUM FOR 6" PIPE OR LESS24" WIDE MINIMUM FOR 8" PIPE12"GAS TRENCHNO SCALESEWER TRENCHNO SCALENOTES:1.BEDDING MATERIAL FOR FULL WIDTH OF THE TRENCH FROM 6" BELOW PIPE INEARTH AND 12" BELOW PIPE IN ROCK UP TO SPRING LINE.2.SAND BLANKET FOR FULL WIDTH OF THE TRENCH FROM SPRING LINE UP TO 12"ABOVE TOP OF PIPE.3.SANITARY SEWER SHALL BE INSTALLED PER THE TOWN OF BARNSTABLEDEPARTMENT OF PUBLIC WORKS STANDARDS. COORDINATE ALL INSTALLATIONSWITH THE TOWN OF BARNSTABLE.6'-0" MIN (PAVED AREAS) 4'-0" MIN (CROSS-COUNTRY AREAS)12" MINOD/23'-0" MIN. OR OD"+16" (WHICHEVER IS GREATER)12"-18"12"6"6" MINSPRING LINECROSS-COUNTRY AREASPAVED AREASSEE PAVEMENT DETAILBASESUBBASESEEPAVEMENTDETAIL2" MIN CLOSED CELL PIPE INSULATIONWHEN MIN COVER NOT PROVIDEDSAND BLANKETCOMPACTEDGRANULAR FILLWARNING/TRACERTAPE CENTEREDOVER PIPE6" LOAM & SEEDBEDDING MATERIAL(AASHTO #67 STONE)ROCKUNDISTURBEDSOILNOTES:1.TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.STANDARDMANHOLE RUNGSECTION A-APIPE DIA. + 24" MIN.6"70"ØMULTIPLES 12",24",36" OR 48"AS REQUIRED36"48"Ø6"5 18"5"12"12 PIPE LENGTHSECTION B-B48" PRECAST SANITARY SEWER MANHOLENO SCALEBBAA15 716"UNDISTURBEDMATERIALMONOLITHIC BASESHELF ELEVATION SAME AS CROWN OFHIGHEST PIPESLOPE 1/4"/FT(TYP)SEAL ALL JOINTS WITH APPROVEDPRE-FORMED GASKET MATERIAL (SEESPECIFICATIONS)FLAT SLAB TOP FOR SHALLOWMANHOLESSPIGOT & BELL REINFORCEMENT SHALLBE CONNECTED TO BARRELREINFORCEMENT24"x48" ECCENTRIC PRECASTMANHOLE CONESTANDARD MANHOLE RUNG(SEE DETAIL RIGHT)ADJUST TO GRADE WITH NOT MORE THAN12" OF BRICK MASONRY OR CONCRETEGRADING RINGSFRAME TO BE SET IN FULL BED OF MORTARFRAME & COVER AS SPECIFIED24"Ø UNLESS OTHERWISE INDICATEDTOP STEP TO BE 20"MAX. BELOW TOP OFFRAMEBRICK ORCONCRETE FILL(TYP)COPOLYMERPOLYPROPYLENEPLASTIC 12" GRADE 60STEEL REINFORCEMENTSS CLAMPGROUTRUBBER BOOTSEWER BRICKINVERT (BRICK ONEDGE)31 8"1316"81 4"14"DODNOTE:1.CONTRACTOR SHALL VERIFY MANHOLE RUNGREQUIRMENTS WITH THE TOWN OFBARNSTABLE DPW PRIOR TO CONSTRUCTION.2.STRUCTURES SHALL BE DESIGNED FOR HS-20LOADING.NOTES:1.ALL COMPONENTS TO BE DESIGNED FOR AASHTO H-20 LOADING.2.MANHOLE FRAME & COVERS SHALL BE OF HEAVY DUTY DEVICES.3.FILL WITH WATER BEFORE REMOVAL OF DEWATERING DEVICES.4.GREASE TRAP SHALL BE VENTED AS REQUIRED BY CODE.5.ALL RODS, HANGERS, AND HARDWARE WITHIN CONFINES OF TANKSHALL BE STAINLESS STEEL.6.ALL PIPING INTO TANK, WITHIN TANK, AND 10' FROM OUTLET SHALL BECAST IRON.CAST IRON VENTTO BUILDING (SEEUTILITY PLAN)18" COMPACTEDGRANULAR FILL NOTES:1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS.2. DESIGN CONFORMS WITH 310 CMR 15.00, DEP TITLE5 REGS, FOR GREASE TRAPS.3. ALL REINFORCEMENT PER ASTM C1227.4. DESIGNED FOR AASHTO HS-20 LOADING, 1 TO 5 FTCOVER.5. TONGUE & GROOVE JOINT SEALED WITH BUTYL RESIN6. TEES AND BAFFLES SOLD SEPARATELY11'-0"6'-0"4'-10"4'-7"(3 PLACES)24" DIACLEANOUT COVER3"4"/6" BOOTOUTLET4"/6"BOOTLIQUID LEVEL10'-0"5'-0"6"6"6"2'-0"1'-0"PLAN VIEWSECTION VIEW1,500 GALLON GREASE TRAPNO SCALECAST IRON VENTTO BUILDING (SEEUTILITY PLAN)DESIGNED/CHECKED:DRAWN BY:FILE:DATE:BARNSTABLE, MAAPPROVED:THE LANDINGAT HYANNISPHASE llWSDEVELOPMENTASSOCIATES, LLCPROJECT NO:Plotted On:Oct 15, 2024-5:02pm By: JBowmanLast Saved:10/9/2024Tighe & Bond:F:\Projects\W\W2197 WS Development Assoc LLC\-003A The Landing at Hyannis Phase 3\Drawings\AutoCAD\Sheet\W2197-003A-C-DTLS.dwg MARKDATEDESCRIPTIONW2197-003A-C-DTLS.dwgOCTOBER 11, 2024W2197-003ASCALE:EGDJMPAS SHOWNJRB/MKF/NSCSITE PLANREVIEWDETAILS SHEETC.507 DPLAN VIEWPROFILE VIEWNOTES:1.A 10 FOOT MINIMUM EDGE TO EDGE HORIZONTAL SEPARATION SHALL BE PROVIDED FROM ANY EXISTING OR PROPOSED WATER LINE.2.AN 18" MINIMUM EDGE TO EDGE VERTICAL SEPARATION SHALL BE PROVIDED, WITH WATER ABOVE SEWER, AT ALL CROSSINGS.3.SEWER PIPE JOINTS SHALL BE LOCATED AT LEAST 6 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN.4.WHERE AN 18" VERTICAL SEPARATION CANNOT BE PROVIDED, SEWER PIPE SHALL BE CONSTRUCTED USING A SDR 26 PVC PIPE OR ENCASEDCONCRETE FOR A MINIMUM DISTANCE OF 10 FEET ON BOTH SIDES OF THE LINE BEING CROSSED, AS SHOWN ABOVE.5.CROSSINGS SHALL CONFORM TO THE TOWN OF BARNSTABLE STANDARDS AND SPECIFICATIONS.SEWER LINEFINISHED GRADE6" THICKCONCRETEENCASINGWATER LINESEWER LINE6" THICKCONCRETEENCASINGWATER LINE10'-0" MIN.10'-0" MIN.18" MIN.WATER & SEWER CROSSINGNO SCALENEW WATER MAINCONCRETE THRUSTBLOCK TO SOLID EARTH45° BEND, MJ, BLOCKED(TYP) (USED WHERE VERTICALBENDS REQUIRED TO PROVIDEMINIMUM CLEARANCE)EXISTING GRADEU-SHAPED RESTRAINING BAR (TYP) (USE WHERE VERTICAL BENDS AREREQUIRED TO PROVIDE MINIMUM CLEARANCE)PROVIDE 4" HOOK (TYP)POLYURETHANE FOAM JACKET ONPIPE WHERE COVER IS LESS THAN5'-0" OR WITHIN 6' OF CULVERT12" MIN.NOTES:1.SUPPORT THE UTILITY PIPE WHILE INSTALLING WATER MAIN.2.INSTALL WATER 12" VERTICALLY FROM UTILITY, 18" VERTICALLY FROM SEWER.3.PIPE SHALL BE FULLY RESTRAINED MINIMUM 18' EACH SIDE OF ELBOWS.5'-0" (MIN.)GRANULAR BACKFILL(TYP)PROFILE OF WATER MAIN INSTALLATION AT UTILITY CROSSING - OVER UTILITYNO SCALEWATER MAINHYDRANTHYDRANT DRAIN TO BEPLUGGED IN AREAS OFHIGH GROUNDWATER12" CRUSHED STONETHRUST BLOCK(SEE DETAIL)DRAIN PIT - 3' DIA. X 2'BELOW HYDRANT18" X 18" X 6" CONCRETEBASECRUSHED STONEVALVE BOX6' MIN.6" MIN.6" MJ GATE VALVETHRUST BLOCK(SEE DETAIL)NOTE:1.HYDRANT INSTALLATION AND OPERATION, MANUFACTURE AND MODEL, AND STANDARD DIMENSIONALREQUIREMENTS SHALL BE IN ACCORDANCE WITH THE TOWN OF BARNSTABLE WATER DEPARTMENT ANDTHE TOWN OF BARNSTABLE FIRE DEPARTMENT48" BOLT MOUNTED FIBERGLASSHYDRANT MARKERHYDRANT DETAILNO SCALEDESIGNED/CHECKED:DRAWN BY:FILE:DATE:BARNSTABLE, MAAPPROVED:THE LANDINGAT HYANNISPHASE llWSDEVELOPMENTASSOCIATES, LLCPROJECT NO:Plotted On:Oct 15, 2024-5:02pm By: JBowmanLast Saved:10/9/2024Tighe & Bond:F:\Projects\W\W2197 WS Development Assoc LLC\-003A The Landing at Hyannis Phase 3\Drawings\AutoCAD\Sheet\W2197-003A-C-DTLS.dwg MARKDATEDESCRIPTIONW2197-003A-C-DTLS.dwgOCTOBER 11, 2024W2197-003ASCALE:EGDJMPAS SHOWNJRB/MKF/NSCSITE PLANREVIEWDETAILS SHEETC.508 6X6P U EPUEPUEXXXX XXXXXXX XDPW PW PW PW PW COMCOMPSPSPSPSPSPS PSPUE&CPUE&CPG P W PWPWPWPSPS PGPG PGPGPGPGPGPGPGPGPGPGPGPGPGPGPGPGPGPGPUE&CPUE&CPUE&CPUE&CPUE&CPUE&CPUE&CPUE&CPUE&CPUE&CPUE&CDPSPSPS PUE&CPUE&CPUE&CPUE&CPUE&CPS SSS S ELECTRIC ELECTRICELECTRICELECTRICELECTRICELE C T R I C ELECTRICELECTRICELECTRICELECTRICELECTRICELECTRIC TELECTRICC O M PUE&CSSS S S PS PSELELELELELEL ELELEL EL EL ELELELELELELELELELELELEL EL ELELELECTRICEL EL EL ELECTRICELELELPW ELELEL ELELELELELELEL EL ELECTRICELELELELELELELELELELELELELELELELELEL ELELSCOMCOMSPUEPUEPUEPUEPUEPUEPUE&CSELECTRICELEL18" RCP24"RCP24"RCP8" CLAY (FOR ROOF DRAINS)12" RCP24" R C P b18" RCP24" R C P 24" R C P ac2" WATERbSSSSac32.3' 24.4'63.5'IHHIYANNOUGH ROAD - ROUTE 132POST & RAILFENCELAWNLAWN(9) bo gr(4) Rh Ar(9) bo gr(3) My Pe(9) bo gr(4) Rh Ar(9) bo gr(9) bo gr(4) Rh Ar(9) bo gr(9) bo gr(4) Rh Ar(9) bo gr(9) bo gr(4) Rh Ar(4) Rh Ar(9) bo gr(9) bo gr(4) Rh Ar(9) bo gr(5) Rh Ar(9) bo gr(15) Rh Ar(7) Rh Ar(8) Rh ArLIMITS OF PHASE 2LANDSCAPE WORKEXISTING TREES, TYP.PLANTING INSTALLED PER PREVIOUS PHASE CONSTRUCTION, TYP.TIE NEW PLANT BED INTO EXISTINGBED ESTABLISHED PERPREVIOUS PHASE CONSTRUCTIONPLANTING INSTALLED PER PREVIOUSPHASE CONSTRUCTION, TYP.LIMITS OF PHASE 2LANDSCAPE WORKNEW PLANTBED EDGELAWNIYANNOUGH ROAD (ROUTE 132)(21) bo gr(3) Fo Ma(3) Po Fr(3) Ix Gl(7) Po Fr(1) Ix Jd(4) Ix Rs(4) Fo Ma(6) pa vi(4) Fo Ma(6) pa vi(1) Ix Jd(3) Ix Rs(4) Fo Ma(6) pa vi(1) Ix Jd(3) Ix Rs(4) Fo Ma(6) pa vi(1) Ix Jd(3) Ix Rs(1) Ix Jd(3) Ix Rs(6) bo gr(8) bo gr(5) Fo Ma(6) pa vi(11) ba pu(5) Ix Gl(15) mu ca(6) mu ca(6) mu ca(6) mu ca(6) mu ca(4) ne wl(10) Ar Me(4) ne wl(8) Ar Me(4) ne wlLAWNLAWNLAWNLAWNRESTORE EXISTING PLANTING ASNECESSARY WHERE DISTURBED BYCONSTRUCTION OF NEW SIDEWALK(14) Ar Me(13) pa vi(7) Fo Ma(23) Rh Ar(11) ba pu(3) My Pe(13) pa viLAWNLAWNLAWNLAWNLAWNLAWNLAWNLAWN(58) Rh ArLAWN(23) he hr(8) LI ST(5) UL PA(1) AC AR(1) AC AR(1) AC AR(2) JU VI(23) co ve(14) he hr(20) ge ro(24) ge ro(17) he hr(132) li sp(19) as la(15) as la(43) as la(59) as la(28) as la(25) ec pu(20) as tu(15) am hu(12) as tu(26) ec pu(32) ec pu(30) as tu(26) am hu(1) AC ARLAWN1. LANDSCAPE ARCHITECT TO APPROVE PLANT MATERIAL PRIOR TO DELIVERY TO SITE.2. PLANT MATERIAL SHALL CONFORM TO "THE AMERICAN STANDARD FOR NURSERY STOCK", PUBLISHED BY THE AMERICANASSOCIATION OF NURSERYMEN, INC.3. NO SUBSTITUTIONS OF PLANT SPECIES WITHOUT LANDSCAPE ARCHITECT'S WRITTEN APPROVAL.4. SUBSTITUTIONS OF PLANT SPECIES SHALL BE A PLANT OF EQUIVALENT OVERALL FORM, HEIGHT AND BRANCHING HABIT,FLOWER, LEAF AND FRUIT, COLOR AND TIME OF BLOOM, AS APPROVED BY LANDSCAPE ARCHITECT.5. LOCATE AND VERIFY UTILITY LINE LOCATIONS PRIOR TO STAKING AND REPORT CONFLICTS TO LANDSCAPE ARCHITECT.6. PLANTING DEMOLITION DEBRIS, GARBAGE, LUMPS OF CONCRETE, STEEL AND OTHER MATERIALS DELETERIOUS TO PLANT'SHEALTH AS DETERMINED BY LANDSCAPE ARCHITECT SHALL BE REMOVED FROM ALL PLANTING AREAS.7. NO PLANTING TO BE INSTALLED BEFORE ACCEPTANCE OF ROUGH GRADING.8. ALL PROPOSED TREE LOCATIONS SHALL BE STAKED OR LAID OUT IN THEIR APPROXIMATE LOCATION BY THE CONTRACTOR.REFER TO LAYOUT AND PLANTING SHEETS FOR LAYOUT INFORMATION. THE CONTRACTOR SHALL ADJUST THE LOCATIONS ASREQUESTED BY THE LANDSCAPE ARCHITECT TO ACCOUNT FOR SUBSURFACE UTILITIES AND OTHER FIELD CONDITIONS. FINALLOCATIONS OF ALL PLANTS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING.9. INSTALL PLANTS WITH ROOT FLARES FLUSH WITH FINISHED GRADE. IMMEDIATELY REPLANT PLANTS THAT SETTLE OUT OF PLUMBOR BELOW FINISHED GRADE.10. PLANT UNDER FULL TIME SUPERVISION OF CERTIFIED ARBORIST, NURSERYMAN, OR LICENSED LANDSCAPE ARCHITECT.PROVIDE WRITTEN VERIFICATION OF CERTIFICATION AND/OR LICENSE FOR LANDSCAPE ARCHITECT'S APPROVAL.11. WATER PLANTS THOROUGHLY AFTER INSTALLATION, A MINIMUM OF TWICE WITHIN THE FIRST 24 HOURS.12. REPAIR DAMAGE DUE TO OPERATIONS INSIDE AND OUTSIDE OF LIMIT OF WORK13. SOAK ALL PERENNIALS FOR 24 HOURS PRIOR TO INSTALLATIONLEGEND1L-2002L-2002L-200PLANTING NOTESPROPOSEDDECIDUOUS TREE1L-200PROPOSEDEVERGREEN TREEPROPOSED SHRUBPROPOSED PERENNIALMASSING3L-200SEEDED LAWNIRRIGATION NOTE:IRRIGATION SHALL BE PROVIDED ON A DESIGN-BUILD BASIS FORALL AREAS OF PLANTING AND LAWN. SEE SPECIFICATIONS.PLANTING SOIL NOTE:SEE DETAILS AND SPECIFICATIONS FOR REQUIREMENTS OFPLANTING SOIL INCLUDING SOIL FOR LAWN ESTABLISHMENT.L.1000030'60'SCALE IN FEETGRAPHIC SCALELANDSCAPE PLANNDESIGNED/CHECKED:DRAWN BY:FILE:DATE:BARNSTABLE, MAAPPROVED:THE LANDINGAT HYANNISPHASE llWSDEVELOPMENTASSOCIATES, LLCPROJECT NO:Plotted On:Oct 15, 2024-4:22pm By: JBowmanLast Saved:10/9/2024Tighe & Bond:F:\Projects\W\W2197 WS Development Assoc LLC\-003A The Landing at Hyannis Phase 3\Drawings\AutoCAD\Sheet\W2197-003A-L-DSGN.dwg MARKDATEDESCRIPTIONW2197-003A-L-DSGN.dwgOCTOBER 11, 2024W2197-003ASCALE:EGDJMPAS SHOWNJRB/MKF/NSCSITE PLANREVIEWCODEQTYBOTANICAL NAMECOMMON NAMESIZECONTAINERREMARKSTREESAC AR4ACER X FREEMANII 'ARMSTRONG'ARMSTRONG FREEMAN MAPLE3 1/2" CAL.B&BSINGLE STEM, MATCHEDJU VI2JUNIPERUS VIRGINIANAEASTERN RED CEDAR8`-10` HT.B&BLI ST8LIQUIDAMBAR STYRACIFLUA 'ROTUNDILOBA'ROUND-LOBED SWEET GUM3 1/2" CAL.B&BSINGLE STEM, MATCHEDUL PA5ULMUS X 'PATRIOT'PATRIOT ELM3 1/2" CAL.B&BSINGLE STEM, MATCHEDSHRUBSAr Me32ARONIA MELANOCARPA 'LOW-SCAPE MOUND'BLACK CHOKEBERRY#2ba pu22BAPTISIA X 'PURPLE SMOKE'PURPLE SMOKE WILD INDIGO#2bo gr152BOUTELOUA GRACILIS 'BLONDE AMBITION'BLONDE AMBITION BLUE GRAMA#1Fo Ma31FOTHERGILLA MAJOR 'MOUNT AIRY'MOUNT AIRY FOTHERGILLA#5Ix Gl8ILEX GLABRA 'DENSA'INKBERRY HOLLY#5Ix Jd5ILEX VERTICILLATA 'JIM DANDY'JIM DANDY WINTERBERRY#5Ix Rs16ILEX VERTICILLATA 'RED SPRITE'RED SPRITE WINTERBERRY#5mu ca39MUHLENBERGIA CAPILLARISPINK MUHLY GRASS#1My Pe6MYRICA PENSYLVANICANORTHERN BAYBERRY#5ne wl12NEPETA X FRASSENII 'WALKERS LOW'WALKERS LOW CARMINT#2pa vi56PANICUM VIRGATUM 'HEAVY METAL'HEAVY METAL SWITCH GRASS#2Po Fr10POTENTILLA FRUTICOSA 'ABBOTSWOOD'ABBOTSWOOD BUSH CINQUEFOIL#3Rh Ar144RHUS AROMATICA 'GRO-LOW'GRO-LOW FRAGRANT SUMAC#3GROUND COVERSam hu41AMSONIA HUBRICHTIIARKANSAS BLUESTAR1 GAL.as tu62ASCLEPIAS TUBEROSABUTTERFLY MILKWEED1 GAL.as la164ASTER LAEVISSMOOTH ASTER1 GAL.co ve23COREOPSIS VERTICILLATA 'MOONBEAM'MOONBEAM TICKSEED1 GAL.ec pu83ECHINACEA PURPUREACONEFLOWER2 GAL.ge ro44GERANIUM X 'ROZANNE'ROZANNE CRANESBILL1 GAL.he hr54HEMEROCALLIS X 'HAPPY RETURNS'HAPPY RETURNS DAYLILY2 GAL.li sp132LIRIOPE SPICATACREEPING LILYTURF1 GAL.PLANT SCHEDULE 18" MIN.4"SEE PLANTING PLAN FORTYPICAL SPACING, TYPSEE PLANTING PLAN FORTYPICAL SPACING, TYPSHRUB, PERENNIAL AND ANNUAL PLANTINGSCALE: 3/4"=1'-0"PLANT SHRUB WITH ROOT FLARE1" ABOVE FINISH GRADEFINISHED GRADE AFTERSETTLEMENT3'' HIGH EARTH WATERINGSAUCER 1'-0" BEYOND ROOT BALL2" DEPTH MULCH (KEEP MULCH 1"AWAY FROM SHRUB BASE)PLANTING BED SOILSCARIFY SUBGRADE/ ORDINARYFILL SOILS CONTINUOUSLY TO 4"DEPTH AND MIX WITH PLANTINGMEDIUM (BEFORE PLACING UPPERLAYER OF PLANTING MEDIUM) ATINTERFACE BETWEEN SOIL TYPESTO PROMOTE BLENDING OF SOILSPREPARED SUBGRADESEE SPECIFICATIONS2310'-0" MIN. DIA. TREE PITEQ.EQ.EQ.1'-0"2'-0" MINIMUM ORTO BOTTOM OFTREE ROOTBALL DEPTHTREE PLANTING IN PLANT BEDSCALE: 3/8"=1'-0"PLANT TREE WITH ROOT FLARE 1"ABOVE FINISHED GRADE AFTERSETTLEMENT2" DEPTH MULCH (KEEP MULCH 1"FROM TRUNK) TAPER MULCH FROM2" DEPTH AT EDGE OF ROOT BALLTO 0" DEPTH AT ROOT FLARE3" HIGH SOIL WATERING SAUCERAT EDGE OF ROOTBALLIRRIGATION TUBING, TYP. ALLPLANTERS, SEE IRRIG DWGSADJACENT LAWN ROOTZONE MEDIUMPLANTING BED SOILSAND BORROWSCARIFY SOILSCONTINUOUSLY TO 6" DEPTHAT INTERFACE BETWEEN SOILTYPES TO PROMOTEBLENDING OF SOILSPREPARED SUBGRADESEE SPECIFICATIONSSEEDED LAWNSCALE: 1"=1'-0" 6" MIN.LAWNLAWN SOILTRANSITION LAYER, TILL ANDSCARIFY SUBGRADE MIXINGLAWN SOIL INTO SUBGRADEPREPARED SUBGRADE6" MIN.DESIGNED/CHECKED:DRAWN BY:FILE:DATE:BARNSTABLE, MAAPPROVED:THE LANDINGAT HYANNISPHASE llWSDEVELOPMENTASSOCIATES, LLCPROJECT NO:Plotted On:Oct 15, 2024-4:23pm By: JBowmanLast Saved:10/9/2024Tighe & Bond:F:\Projects\W\W2197 WS Development Assoc LLC\-003A The Landing at Hyannis Phase 3\Drawings\AutoCAD\Sheet\W2197-003A-L-DSGN.dwg MARKDATEDESCRIPTIONW2197-003A-L-DSGN.dwgOCTOBER 11, 2024W2197-003ASCALE:EGDJMPAS SHOWNJRB/MKF/NSCSITE PLANREVIEWL.200LANDSCAPE DETAILS1 32.3' 24.4'63.5'IHHTH=58.8TH=58.7TH=59.2POST & RAILFENCE4.24.24.23.73.73.73.63.83.93.22.93.33.23.33.42.72.22.82.42.82.92.32.12.41.92.22.51.92.02.02.01.71.82.211.38.01.71.61.61.72.13.22.93.02.22.31.71.71.21.31.41.42.418.010.41.51.31.31.65.69.911.19.95.82.61.51.01.06.31.49.51.46.71.58.01.68.41.63.51.62.81.613.01.711.81.76.13.29.03.33.32.83.12.12.12.32.51.92.02.02.12.02.11.71.91.92.01.61.71.71.81.81.91.31.41.51.71.82.02.12.22.32.32.32.32.22.11.91.81.71.61.61.71.81.91.11.21.31.31.51.61.61.71.81.81.81.81.81.71.61.51.51.51.51.61.71.80.91.01.01.11.21.31.41.41.41.41.41.41.41.41.41.31.31.31.31.41.61.70.80.91.41.60.70.30.91.40.40.30.91.00.30.30.91.00.30.30.80.90.30.30.80.90.30.30.80.80.30.30.70.80.40.40.70.80.40.40.70.80.40.40.70.80.50.40.70.80.50.50.70.80.60.50.70.80.70.60.70.80.80.70.60.50.50.40.40.30.30.30.30.30.30.20.20.20.30.30.40.50.70.80.90.80.70.60.50.40.40.40.30.30.30.30.30.30.30.30.40.40.40.70.70.81.10.90.70.60.50.50.40.40.40.30.30.30.30.30.30.30.40.40.50.70.70.81.20.90.80.70.60.50.40.40.40.40.30.30.30.30.30.30.40.40.40.60.70.81.21.00.80.70.60.50.50.40.40.30.30.30.30.30.30.30.40.40.60.60.70.81.31.10.90.70.60.60.50.50.40.40.30.30.30.30.30.30.30.40.50.60.70.81.41.10.90.80.70.60.50.50.40.40.40.30.30.30.20.20.30.40.50.60.70.81.41.10.90.80.70.60.50.50.40.40.40.30.30.30.20.20.20.30.30.60.60.81.41.10.60.81.31.10.50.81.21.00.50.71.20.90.50.71.10.90.50.70.90.80.50.80.80.70.50.80.70.60.50.80.60.50.50.80.60.50.50.80.50.40.80.90.50.40.80.90.50.40.80.90.50.50.91.00.50.50.91.00.60.60.40.40.40.40.40.40.40.30.30.40.40.50.50.60.60.70.70.81.11.20.70.70.60.40.50.50.50.50.50.50.50.50.50.60.60.70.70.80.81.11.21.20.91.21.21.31.21.31.31.41.51.41.51.51.81.51.61.72.01.61.833.175.462.782.467.127.963.352.269.858.112.617.120.618.121.91.41.11.31.51.82.02.31.21.11.21.51.82.12.31.11.11.21.41.72.02.30.90.90.91.11.61.82.30.80.80.80.91.01.52.30.80.70.70.70.70.70.70.70.70.70.70.60.70.80.91.21.51.92.20.60.60.60.60.40.40.50.50.60.91.11.51.82.10.60.60.30.30.30.30.40.50.60.71.01.41.72.00.50.70.91.21.41.60.50.50.50.60.60.60.70.70.70.70.60.30.60.30.60.30.60.30.60.30.60.30.70.50.70.30.30.30.30.30.30.30.50.80.40.30.30.30.30.30.40.90.80.50.50.40.40.40.40.30.41.11.11.11.11.01.00.90.80.80.50.40.40.41.31.31.31.21.21.11.00.90.80.81.51.51.41.41.31.21.01.61.61.51.41.72.02.32.32.22.12.01.91.92.12.22.22.32.62.72.53.02.92.72.52.42.22.22.22.32.52.93.13.33.13.63.53.22.92.72.52.52.62.73.03.23.53.83.64.54.33.93.53.23.02.92.93.03.23.43.53.84.24.54.24.84.54.13.73.53.33.13.13.23.43.63.94.24.44.85.04.95.04.64.23.83.53.33.13.03.13.33.64.04.34.75.05.35.44.64.13.73.43.12.82.72.73.03.43.74.34.75.25.64.03.63.12.82.52.42.42.73.13.74.24.72.92.52.32.32.32.63.03.63.43.94.34.24.14.24.14.24.24.394.816.323.28.02.92.42.42.42.43.64.14.64.84.85.05.25.35.14.98.95.04.53.42.82.62.52.52.53.74.24.74.95.05.46.06.15.95.44.95.04.84.33.73.22.92.72.62.62.63.74.24.75.25.56.05.96.66.05.45.14.84.64.13.63.22.92.82.82.84.24.75.35.86.56.86.86.56.05.24.74.33.83.43.12.92.82.93.04.24.75.46.06.56.86.16.45.85.14.43.93.53.12.92.82.83.03.14.75.35.96.36.56.06.05.44.84.03.53.12.82.72.72.83.04.75.35.86.16.15.75.65.04.33.63.12.72.52.52.52.83.05.05.55.95.85.65.34.74.03.32.72.42.22.22.42.74.95.45.65.44.94.23.63.02.52.12.02.04.94.84.33.73.12.62.21.95.13.45.24.83.85.423.422.323.722.722.224.673.347.170.464.352.172.850.333.646.142.135.747.33.33.94.55.05.45.25.45.04.54.13.63.33.02.82.72.72.93.23.64.14.75.25.65.95.95.75.33.23.84.44.85.14.95.14.84.43.93.43.12.82.62.52.62.83.13.54.14.65.05.45.35.65.45.13.13.74.34.74.74.84.94.74.23.83.32.92.62.52.52.52.83.23.64.14.65.05.35.25.35.24.83.13.74.34.74.94.94.94.64.23.83.33.74.24.65.15.35.45.35.14.71.33.23.84.34.85.15.25.04.24.75.25.55.65.45.14.71.41.82.22.73.23.84.34.85.15.24.75.15.45.65.45.14.74.31.51.92.22.73.23.74.14.64.94.95.25.35.25.04.74.43.93.42.81.51.82.22.53.03.43.84.14.84.84.84.74.64.33.93.42.91.51.82.02.32.63.03.43.74.34.34.34.34.24.13.83.42.91.51.71.92.12.42.73.03.33.83.93.94.04.03.93.73.43.01.51.61.82.02.22.42.62.83.23.43.53.63.73.73.63.43.21.61.71.81.92.12.22.32.32.72.93.13.33.43.53.53.53.31.71.71.81.81.91.91.92.02.32.52.73.03.23.33.43.43.21.81.81.91.91.81.81.81.72.32.22.42.72.93.13.23.33.22.12.12.12.02.01.91.81.61.63.62.12.22.52.72.93.03.13.02.42.42.42.32.22.01.91.71.52.81.92.02.32.62.82.92.82.72.92.82.72.62.52.32.11.91.63.21.81.92.22.52.72.72.62.63.33.43.13.02.92.72.42.11.72.71.71.82.12.42.52.62.52.53.94.03.73.63.23.02.62.21.81.61.61.82.02.22.52.52.62.44.34.44.24.23.83.22.82.31.92.21.51.71.92.12.62.62.72.54.54.64.44.44.34.13.22.31.92.61.51.72.12.62.72.72.62.54.54.64.54.54.44.13.73.41.92.42.02.42.42.52.62.62.52.44.34.44.34.34.24.03.73.53.34.52.62.52.42.52.52.52.42.33.84.04.03.93.93.83.63.53.43.42.52.42.42.33.43.63.63.53.63.53.43.43.43.52.52.42.32.23.03.13.23.23.23.23.23.23.33.52.62.42.32.22.62.72.82.82.92.93.03.13.33.43.72.32.42.52.52.62.72.83.03.23.43.72.92.72.52.02.12.22.32.52.62.82.93.13.43.72.92.62.51.71.82.02.22.42.52.72.93.13.33.64.03.02.92.72.51.51.61.82.02.22.42.52.72.93.23.53.94.33.02.82.72.61.31.41.51.71.92.12.22.42.83.23.53.94.24.42.82.92.92.82.61.11.21.31.41.61.72.02.32.63.03.63.94.14.32.32.52.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X XXXXXXX XTELECTRICXXXX11.818.50.933.175.462.767.127.963.352.269.858.212.717.120.618.121.92.58.614.816.25.11.51.41.57.02.01.91.81.81.82.22.22.72.42.62.52.21.91.91.93.312.52.52.52.52.82.52.82.73.32.42.92.72.62.42.32.22.32.52.62.72.83.23.43.43.43.13.13.93.73.53.33.02.82.62.52.62.72.82.93.33.63.84.03.93.83.54.54.34.13.73.43.12.92.92.92.93.13.53.63.84.14.34.34.13.84.84.74.33.93.63.43.23.03.03.23.43.63.84.04.24.34.44.34.14.84.44.13.73.53.23.03.03.03.23.43.74.04.24.54.64.64.94.54.13.73.33.02.82.72.72.93.23.53.94.24.64.84.94.43.93.53.12.72.52.32.42.52.93.33.84.24.75.03.83.32.82.52.22.12.12.32.73.23.74.22.72.32.12.02.12.32.63.23.64.14.14.14.14.04.14.24.316.523.48.33.12.62.52.52.53.84.44.84.74.95.05.25.25.09.15.24.83.73.02.72.62.62.63.94.54.94.95.15.86.06.05.65.05.04.94.74.03.53.12.92.82.72.73.94.55.05.35.85.86.56.45.65.15.04.74.43.93.53.12.92.92.94.55.05.66.26.76.86.66.25.54.94.64.13.63.33.13.03.03.04.55.15.76.26.76.76.66.15.34.84.23.83.43.13.03.03.13.25.05.76.16.46.06.25.65.14.43.83.43.12.92.82.93.15.55.96.15.75.65.24.64.03.32.92.72.62.72.83.15.75.85.65.44.94.23.63.02.62.42.32.52.75.55.55.14.53.83.22.72.32.12.13.93.32.82.42.15.63.95.75.24.25.823.922.824.123.222.625.047.670.964.752.673.250.934.246.642.636.247.73.83.42.93.12.62.62.42.52.12.1PHOTOMETRICS PLANP.101N0030'60'SCALE IN FEETGRAPHIC SCALEDESIGNED/CHECKED:DRAWN BY:FILE:DATE:BARNSTABLE, MAAPPROVED:THE LANDINGAT HYANNISPHASE llWSDEVELOPMENTASSOCIATES, LLCPROJECT NO:Plotted On:Oct 16, 2024-5:18pm By: JBowmanLast Saved:10/16/2024Tighe & Bond:F:\Projects\W\W2197 WS Development Assoc LLC\-003A The Landing at Hyannis Phase 3\Drawings\AutoCAD\Sheet\W2197-003A-C-PHOTO.dwg MARKDATEDESCRIPTIONW2197-003A-C-PHOTO.dwgOCTOBER 11, 2024W2197-003ASCALE:EGDJMPAS SHOWNJRB/MKF/NSCSITE PLANREVIEWLIGHTING LEVELS MEASURED AT GROUND LEVELSCALE: AS SHOWNLIGHTING LEVELS MEASURED AT 36" ABOVE GROUND LEVELSCALE: AS SHOWN50' OFFSET5' OFFSET5' OFFSETLEGENDNOTE: ALL LIGHT FIXTURES SHALL BE DARK SKY COMPLIANT Attachment 4 T.O. SLAB0'-0"T.O. ACM+12'-6"T.O. LOW PARAPET+17'-10"T.O. HIGH PARAPET+19'-4"T.O. TOWER PARAPET+21'-6"T.O. STOREFRONT+10'-0"FEDCBAD.92A2.1.0END ELEVATION1/4" = 1'-0"B.O. CANOPY FASCIA+10'-0"Lobby HoursMon - Sat SunDrive-up HoursMon - SatSun9:00 - 5:00Closed9:00 - 5:00ClosedLobby HoursMon - Sat SunDrive-up HoursMon - SatSun9:00 - 5:00Closed9:00 - 5:00ClosedADDRESST.O. SLAB0'-0"T.O. ACM+12'-6"T.O. LOW PARAPET+17'-10"T.O. HIGH PARAPET+19'-4"T.O. TOWER PARAPET+21'-6"T.O. STOREFRONT+10'-0"T.O. STOREFRONT+13'-6"B.O. CANOPY+10'-0"6543214.91A2.1.0MAIN ENTRY ELEVATION1/4" = 1'-0"10'-6"8'-8"4'-0"4'-0"ARCHITECT OF RECORDX.X.LASTNAMESE_1.00DESCRIPTIONDATEISSUEPROJECT INFORMATIONSHEET NUMBERSHEET TITLE20.7JPM.00000CHECKED BY:DRAWN BY:PROTOTYPE:DATE:PROJECT NO:JP MORGAN CHASE, N.A. HYANNIS 790 LYANNOUGH ROAD HYANNIS, MA 02601 CHASE OVP#J20210600453THESE DRAWINGS ARE NOT COMPLETE WITHOUT THESEPARATE TYPE WRITTEN SPECIFICATIONS MANUALWHICH ARE PART OF THE CONTRACT DOCUMENTS.VERSION:AS NOTEDNOT FORCONSTRUCTIONBUILDING SHELL CORESTATES, INC.NEW JERSEYARCHITECTURECERTIFICATE OF AUTHORIZATIONNO. 21AC00109100[AOR], ARCHITECT[STATE]LICENSE NO. XXXXX46 East Main StreetSuite 201Somerville, NJ 08876908.462.9700www.core-states.comMonday, March 25, 2024 10:47:08 AMP:\J.P. Morgan Chase\Hyannis, MA (790 Lyannough Rd) J20210600453-JPM.36122\Design Files\Architecture\A210_Hyannis MA (SHELL)_JPM.36122_Ext Elevs.dwg EXTERIORELEVATIONSA2.1.0X.X.LASTNAME2021.XX.XXPERMIT SET- 2A2.2.0B.O.H. END ELEVATION1/4" = 1'-0"FEDCBAT.O. HIGH PARAPET+19'-4"T.O. SLAB0'-0"T.O. TOWER PARAPET+21'-6"B.O. CANOPY FASCIA+10'-0"T.O. DRIVE-UP PARAPET13'-6"B.O. CANOPY FASCIA10'-0"654323.93.14.911A2.2.0REAR ELEVATION1/4" = 1'-0"T.O. SLAB0'-0"T.O. ACM+12'-6"T.O. LOW PARAPET+17'-10"T.O. HIGH PARAPET+19'-4"T.O. TOWER PARAPET+21'-6"T.O. STOREFRONT+10'-0"10'-6"11'-0"4'-0"24'-0"4'-0"10'-6"ARCHITECT OF RECORDX.X.LASTNAMESE_1.00DESCRIPTIONDATEISSUEPROJECT INFORMATIONSHEET NUMBERSHEET TITLE20.7JPM.00000CHECKED BY:DRAWN BY:PROTOTYPE:DATE:PROJECT NO:JP MORGAN CHASE, N.A. HYANNIS 790 LYANNOUGH ROAD HYANNIS, MA 02601 CHASE OVP#J20210600453THESE DRAWINGS ARE NOT COMPLETE WITHOUT THESEPARATE TYPE WRITTEN SPECIFICATIONS MANUALWHICH ARE PART OF THE CONTRACT DOCUMENTS.VERSION:AS NOTEDNOT FORCONSTRUCTIONBUILDING SHELL CORESTATES, INC.NEW JERSEYARCHITECTURECERTIFICATE OF AUTHORIZATIONNO. 21AC00109100[AOR], ARCHITECT[STATE]LICENSE NO. XXXXX46 East Main StreetSuite 201Somerville, NJ 08876908.462.9700www.core-states.comMonday, May 20, 2024 10:10:18 PMP:\J.P. Morgan Chase\Hyannis, MA (790 Lyannough Rd) J20210600453-JPM.36122\Design Files\Architecture\A220_Hyannis MA (SHELL)_JPM.36122_Ext Elevs.dwg EXTERIORELEVATIONSA2.2.0X.X.LASTNAME2021.XX.XXPERMIT SET- | Proprietary, Panera LLC | NEW CAFE - DATECAFE# CITY, STATE03 ELEVATIONSELEVATIONS 1/8" = 1'-0" 1SOUTH ELEVATION 1/8" = 1'-0" 2EAST ELEVATION | Proprietary, Panera LLC | NEW CAFE - DATECAFE# CITY, STATE04 ELEVATIONSELEVATIONS 1/8" = 1'-0" 1NORTH ELEVATION 1/8" = 1'-0" 2WEST ELEVATION Attachment 5 STOPXXXXX XST O PSTOP STOPSTOPSTOPTSTOP STOPSTOPNTHE LANDING AT HYANNIS PHASE 2BARNSTABLE, MASSACHUSETTSSCALE:DATE:FIGURE:0030'60'SCALE: 1" = 30'SITE PLAN WITHQUEUING10/23/2024AS SHOWN1