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Home My WebLink About268 Stevens St_Hyannis - 100 Percent CDs- 02 Civil and Landscapelocation map NOT TO SCALE DiPrete EngineeringBoston Providence NewportZ:\DEMAIN\PROJECTS\3300-001 STEVENS STREET 268\AUTOCAD DRAWINGS\3300-001-CVAR.DWG Plotted: 2/18/2025DATENO.0J.M.F.DRAWN BY: J.A.R.11/29/2023SITE PLAN REVIEWDESIGN BY: B.A.C.DESCRIPTIONBY:THIS PLAN SET MUST NOT BE USED FOR CONSTRUCTION PURPOSESUNLESS STAMPED 'ISSUED FOR CONSTRUCTION' AND STAMPED BYA REGISTERED PROFESSIONAL ENGINEER OF DIPRETEENGINEERING.DIPRETE ENGINEERING ONLY WARRANTS PLANS ON A DIPRETEENGINEERING TITLE BLOCK STAMPED BY REGISTEREDPROFESSIONAL ENGINEER OF DIPRETE ENGINEERING. DIPRETEENGINEERING DOES NOT WARRANT PLANS BY ANY OTHER PARTY.THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS,METHODS, SAFETY PRECAUTIONS AND REQUIREMENTS, AND OSHACONFORMANCE IN THE IMPLEMENTATION OF THIS PLAN ANDDESIGN.EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATEONLY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FORDAMAGES INCURRED DUE TO LOCATIONS OF EXISTING UTILITIES.SHEET PREPARED FOR: OF L1.1Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comDE JOB NO: 3300-001 COPYRIGHT 2025 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTSMAP 308 LOT 171J.M.F.03/15/2024SITE PLAN REVIEW2J.A.R.04-19-2024RESPONSE TO COMMENTS2/19/2025 3J.A.R.05-31-2024REVISED PER TOWN STAFF COMMENTS4P.A.A.06-04-2024REVISED BUILDING NOTES5J.M.F.10-16-202450% PROGRESS SET6J.M.F.1-10-202580% PROGRESS SET7J.M.F.2-19-2025100% CONSTRUCTION DOCUMENTS100% Construction Documents Stevens Street Multi-Family ASSESSOR'S PLAT 308 LOT 17 SITE 268 Stevens Street Barnstable, Massachusetts C0.0Cover SheetSWPPP / O&M THE STORMWATER POLLUTION PREVENT PLAN (SWPPP) AND STORMWATER OPERATION AND MAINTENANCE PLAN (O&M) ARE REQUIRED DOCUMENTS WITH THIS PLAN SET AND MUST BE MAINTAINED BY THE CONTRACTOR AND OWNER ON SITE. DOCUMENTS BY REFERENCE: THE CURRENT EDITION OF THE FOLLOWING DOCUMENTS ARE INCLUDED AS PART OF THE CONTRACT ·SESC PLAN ·STORMWATER MANAGEMENT REPORT ·STORMWATER OPERATIONS & MAINTENANCE PLAN ·STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ·MUNICIPAL APPROVAL(S)/DECISION(S) SUPPORTING DOCUMENTS: THE FOLLOWING DOCUMENTS ARE LISTED FOR REFERENCE AND CONTAIN INFORMATION RELEVANT TO THE DESIGN BUT ARE NOT TO BE CONSIDERED CONTRACT DOCUMENTS. ·GEOTECHNICAL ANALYSIS/REPORT (INCLUDING BORING INFO) ·TRAFFIC REPORT ·ENVIRONMENTAL SITE ASSESSMENT & LIMITED SUBSURFACE INVESTIGATION ·ARCHITECTURAL PLANS ·PUMP STATION PLANS ·LIGHTING PLANS PERMITS AND APPROVALS: THE CONTRACTOR MUST PERFORM ALL WORK IN COMPLIANCE WITH ALL PERMITS AND APPROVALS. THE CONTRACTOR MUST NOTIFY ALL PERMIT/APPROVAL AUTHORITIES IN ACCORDANCE WITH PERMIT REQUIREMENTS. COPIES OF ALL PERMITS AND NOTICES MUST BE KEPT ON SITE FOR THE DURATION OF CONSTRUCTION ACTIVITIES. THE PERMITS AND APPROVALS LISTED IN THE TABLE BELOW HAVE BEEN OBTAINED. THE CONTRACTOR MUST COORDINATE WITH THE OWNER IF ANY QUESTIONS OR ISSUES ARISE RELATING TO THESE PERMITS AND APPROVALS. ·TOWN OF BARNSTABLE - SITE PLAN REVIEW APPROVAL - SPR-23-82 - DATED 05-22-2024. ·MASSDEP WETLANDS NOI #003-6205 ·TOWN OF BARNSTABLE - STORMWATER MANAGEMENT PERMIT - PENDING THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL OTHER PERMITS NECESSARY FOR COMPLETION OF THE CONTRACT INCLUDING, BUT NOT LIMITED TO, UTILITY PERMITS FROM THE TOWN OF BARNSTABLE, AND ANY/ALL OTHER UTILITY ENTITIES. A MASSDOT UTILITY PERMIT IS REQUIRED FOR INSTALLATION OF ALL UTILITIES IN A STATE RIGHT-OF-WAY. THE CONTRACTOR MUST PROVIDE THE LEVEL OF CARE NECESSARY TO ENSURE ALL IMPROVEMENTS MEET THE ADAAG. THE CONTRACTOR MUST NOTIFY THE OWNER/THE CEOR IMMEDIATELY OF ALL POTENTIAL DEVIATIONS FROM THE ADAAG IN WRITING. ANY RESOLUTION OF THE POSSIBLE DEVIATION BY THE CONTRACTOR, UNLESS AUTHORIZED IN WRITING IN ADVANCE BY THE OWNER, IS DONE AT THE CONTRACTOR'S RISK. Sheet List Table Sheet Number Sheet Title C0.0 Cover Sheet C0.1 Aerial Half-Mile & USGS Map C0.2 Notes and Legend C1.0 Existing Conditions Plan C2.0 Soil Erosion & Sediment Control Plan C3.0 Site Layout Plan C4.0 Grading & Drainage Plan C5.0 Utilities Plan C6.0 Underground Infiltration System C6.1 Infiltration Systems A, B & C C6.2 Infiltration Systems D & E C6.3 Infiltration Pond C7.0 Detail Sheet - 1 C7.1 Detail Sheet - 2 C7.2 Detail Sheet - 3 C7.3 Detail Sheet - 4 C7.4 Detail Sheet - 5 L1.0 Landscape Plan L1.1 Landscape Details PHOTO OBTAINED FROM NEARMAP. DATE OF PHOTOGRAPHY 4/8/2023. USGS MAP SCALE: 1"=1000' 0 200' 400' 800' SCALE: 1"=400'DiPrete EngineeringBoston Providence NewportZ:\DEMAIN\PROJECTS\3300-001 STEVENS STREET 268\AUTOCAD DRAWINGS\3300-001-CVAR.DWG Plotted: 2/18/2025DATENO.0J.M.F.DRAWN BY: J.A.R.11/29/2023SITE PLAN REVIEWDESIGN BY: B.A.C.DESCRIPTIONBY:THIS PLAN SET MUST NOT BE USED FOR CONSTRUCTION PURPOSESUNLESS STAMPED 'ISSUED FOR CONSTRUCTION' AND STAMPED BYA REGISTERED PROFESSIONAL ENGINEER OF DIPRETEENGINEERING.DIPRETE ENGINEERING ONLY WARRANTS PLANS ON A DIPRETEENGINEERING TITLE BLOCK STAMPED BY REGISTEREDPROFESSIONAL ENGINEER OF DIPRETE ENGINEERING. DIPRETEENGINEERING DOES NOT WARRANT PLANS BY ANY OTHER PARTY.THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS,METHODS, SAFETY PRECAUTIONS AND REQUIREMENTS, AND OSHACONFORMANCE IN THE IMPLEMENTATION OF THIS PLAN ANDDESIGN.EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATEONLY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FORDAMAGES INCURRED DUE TO LOCATIONS OF EXISTING UTILITIES.SHEET PREPARED FOR: OF L1.1Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comDE JOB NO: 3300-001 COPYRIGHT 2025 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTSMAP 308 LOT 171J.M.F.03/15/2024SITE PLAN REVIEW2J.A.R.04-19-2024RESPONSE TO COMMENTS2/19/2025 3J.A.R.05-31-2024REVISED PER TOWN STAFF COMMENTS4P.A.A.06-04-2024REVISED BUILDING NOTES5J.M.F.10-16-202450% PROGRESS SET6J.M.F.1-10-202580% PROGRESS SET7J.M.F.2-19-2025100% CONSTRUCTION DOCUMENTSBARNSTABLE RECREATION DEPARTMENT AND HYANNIS YOUTH & COMMUNITY CENTER SITE C0.1Aerial Half-Mile & USGS MapNORTH S T R E E T STEVEN S S T R E E T M I T C H E L L ' S W A Y BRISTO L A V E W MAIN STREET SCUDDER AVEMAIN S T R E E T SOUTH STREE T B EAR S E S WA Y PITCHERS WAYLORUSSO COMPLEX HYANNIS FIRE DEPARTMENT CAPE COD IRISH VILLAGE AT THE EMERALD RESORT & CONFERENCE CENTER MELODY TENT CAPE COD COMMUNITY COLLEGE MASSACHUSETTS DEPARTMENT OF TRANSITIONAL ASSISTANCE HYANNIS PLAZA HOTEL SITE AUNT BETTY'S POND FAWCETTS POND HALF MILE R A D I U S HALF MILE R A D I U S OFFSITE STREAM 10 2 ADA AHJ AP ARCH BC BT BIT BIO BS BW CB (C) ℄ (CA) CLDIP CEOR CO CONC (D) DCB DI DMH DP ELEV EOP ESC EX FES FFE GS GWT HW HC HDPE ID INV IP LARCH LF LOD LP ABBREVIATIONS LEGEND AMERICANS WITH DISABILITY ACT AUTHORITY HAVING JURISDICTION ASSESSOR'S PLAT ARCHITECT BOTTOM OF CURB BOTTOM OF TESTHOLE BITUMINOUS (BERM) BIORETENTION BASEMENT SLAB ELEVATION FINISHED GRADE AT BOTTOM OF WALL CATCH BASIN CALCULATED CENTERLINE CHORD ANGLE CONCRETE LINED DUCTILE IRON PIPE CIVIL ENGINEER OF RECORD. DIPRETE ENGINEERING UNLESS DESIGNATED OTHERWISE BY OWNER CLEAN OUT CONCRETE DEED DOUBLE CATCH BASIN DROP INLET DRAINAGE MANHOLE DETENTION POND ELEVATION EDGE OF PAVEMENT EROSION AND SEDIMENT CONTROL EXISTING FLARED END SECTION FINISH FLOOR ELEVATION GARAGE SLAB ELEVATION GROUND WATER TABLE HEADWALL HIGH CAPACITY CATCH BASIN GRATE HIGH DENSITY POLYETHYLENE INLINE DRAIN INVERT INFILTRATION POND LANDSCAPE ARCHITECT LINEAR FEET LIMIT OF DISTURBANCE LIGHT POLE SOILS LINES PROPERTY LINE FENCE RETAINING WALL STONE WALL ASSESSORS LINE MINOR CONTOUR LINE MAJOR CONTOUR LINE DRILL HOLE FOUND/SET LIGHTPOST WATER VALVE WATER LINEW SEWER LINES GAS LINEG ELECTRIC LINEE IRRIGATION VALVE B1 WV HYDRANT WETLAND LINE & FLAG SEV SOIL EVALUATION SIGN BUILDING EMH SMH DMH CB S BOLLARD SEWER/SEPTIC MANHOLE SV SEWER VALVE CLEANOUT W WELL MONITORING WELL GV GAS VALVE UTILITY/POWER POLE E ELECTRIC MANHOLE GUY POLE D DRAINAGE MANHOLE DOUBLE CATCH BASIN CATCH BASIN FLARED END SECTION DCB DRAINAGE LINED OVERHEAD WIRESOHW SEWER FORCE MAINSFM GUARDRAIL TREELINE BOUND FOUND/SET NAIL FOUND/SET BENCH MARK UNKNOWN MANHOLE FES UP NOT ALL ITEMS SHOWN WILL APPEAR ON PLANS STREAM FLOW DIRECTION BRUSHLINE FEMA BOUNDARY EXISTING LEGEND (AS SHOWN ON PROPOSED PLANS) UP D STREAM RETAINING WALL MINOR CONTOUR LINE MAJOR CONTOUR LINE WATER VALVE WATER LINEW SEWER LINES GAS LINEG HYDRANT ASSEMBLY CATCH BASIN FLARED END SECTION DRAINAGE LINE SEWER FORCE MAINSFM NOT ALL ITEMS SHOWN WILL APPEAR ON PLANS PROPOSED LEGEND 308 310 WATER SHUT OFF THRUST BLOCK EDGE OF PAVEMENT BUILDING FOOTPRINT BUILDING OVERHANG ASPHALT PAVEMENT CONCRETE PERFORATED SUBDRAINSD 312 SPOT ELEVATION VAN RIPRAP SAND FILTER POND ACCESS DOUBLE CATCH BASIN GUARDRAIL DRAINAGE MANHOLE BUILDING SETBACKS OHW OVERHEAD WIRE LIMIT OF DISTURBANCE/ LIMIT OF CLEARING HEAVY DUTY CONCRETE ASPHALT SIDEWALK SINGLE LIGHT DOUBLE LIGHT OVERHANGING LIGHT ETC CHAINLINK FENCE SAWCUT LINE PROPERTY LINE ELECTRIC, TELEPHONE, CABLE LINE UNDERGROUND INFILTRATION OUTLINE B2 SIGN BITUMINOUS BERM CONCRETE CURB HEAVY DUTY ASPHALT PAVEMENT HEADWALL ACCESSIBLE PARKING SPACE SYMBOLS MEASURED MECHANICAL/ELECTRICAL/ PLUMBING ENGINEER NOW OR FORMERLY OVERHEAD WIRE POLYETHYLENE PROPERTY LINE PROPOSED POLYVINYL CHLORIDE RADIUS REMOVE AND DISPOSE REINFORCED CONCRETE PIPE ROOF LEADER RIGHT-OF-WAY SLOPE SUBDRAIN SEDIMENT FOREBAY SQUARE FOOT STATE FREEWAY LINE SEWER FORCE MAIN SLAB ON GRADE ELEVATION STATE HIGHWAY LINE SEWER MANHOLE SAND FILTER SIDE SLOPE STATION TOP OF CURB TRENCH DRAIN TOP OF FOUNDATION TRANSITION TOP OF WALL (FINISHED GRADE AT TOP OF WALL) TYPICAL UNDERGROUND DETENTION SYSTEM UNDERGROUND INFILTRATION SYSTEM UTILITY POLE WALKOUT ELEVATION WATER QUALITY (M) MEP N/F OHW PE PR PVC R R&D RCP RL ROW S SD SED SF SFL SFM SG SHL SMH SNDF SS STA TC TD TF TRANS TW TYP UDS UIS UP WO WQ ⅊ ZONE X ZONE X HkC CaD DiPrete EngineeringBoston Providence NewportZ:\DEMAIN\PROJECTS\3300-001 STEVENS STREET 268\AUTOCAD DRAWINGS\3300-001-CVAR.DWG Plotted: 2/18/2025DATENO.0J.M.F.DRAWN BY: J.A.R.11/29/2023SITE PLAN REVIEWDESIGN BY: B.A.C.DESCRIPTIONBY:THIS PLAN SET MUST NOT BE USED FOR CONSTRUCTION PURPOSESUNLESS STAMPED 'ISSUED FOR CONSTRUCTION' AND STAMPED BYA REGISTERED PROFESSIONAL ENGINEER OF DIPRETEENGINEERING.DIPRETE ENGINEERING ONLY WARRANTS PLANS ON A DIPRETEENGINEERING TITLE BLOCK STAMPED BY REGISTEREDPROFESSIONAL ENGINEER OF DIPRETE ENGINEERING. DIPRETEENGINEERING DOES NOT WARRANT PLANS BY ANY OTHER PARTY.THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS,METHODS, SAFETY PRECAUTIONS AND REQUIREMENTS, AND OSHACONFORMANCE IN THE IMPLEMENTATION OF THIS PLAN ANDDESIGN.EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATEONLY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FORDAMAGES INCURRED DUE TO LOCATIONS OF EXISTING UTILITIES.SHEET PREPARED FOR: OF L1.1Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comDE JOB NO: 3300-001 COPYRIGHT 2025 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTSMAP 308 LOT 171J.M.F.03/15/2024SITE PLAN REVIEW2J.A.R.04-19-2024RESPONSE TO COMMENTS2/19/2025 3J.A.R.05-31-2024REVISED PER TOWN STAFF COMMENTS4P.A.A.06-04-2024REVISED BUILDING NOTES5J.M.F.10-16-202450% PROGRESS SET6J.M.F.1-10-202580% PROGRESS SET7J.M.F.2-19-2025100% CONSTRUCTION DOCUMENTSOSWHYDDEMOLITION NOTES: 1.CONTRACTOR MUST NOTIFY "DIG SAFE" AT 811 (OR 1-888-344-7233) A MINIMUM OF 48 HOURS BEFORE EXCAVATING. 2.CONTRACTOR MUST OBTAIN ALL FEDERAL, STATE, AND MUNICIPAL APPROVALS PRIOR TO THE START OF CONSTRUCTION. 3.CONTRACTOR MUST PERFORM DAILY SWEEPING AT CONSTRUCTION ENTRANCE DURING DEMOLITION AND CONSTRUCTION TO MINIMIZE SEDIMENTS ON EXTERNAL STREETS. 4.ANY EXISTING BUILDING(S) AND PROPERTY PROPOSED TO REMAIN THAT ARE DAMAGED BY THE CONTRACTOR MUST BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 5.CONTRACTOR IS RESPONSIBLE FOR REMOVING AND LEGALLY DISPOSING (R&D) ALL MATERIALS INDICATED ON THE PLANS UNLESS SPECIFIED OTHERWISE HERE IN. R&D MATERIALS MUST INCLUDE BUT ARE NOT LIMITED TO PAVEMENT, GRAVEL, CATCH BASINS, MANHOLES, GRATES/FRAMES/COVERS, AND ANY EXCESS SOIL THAT IS NOT INCORPORATED INTO THE WORK. 6.IN ADDITION TO THOSE AREAS SPECIFICALLY DESIGNATED ON THE PLANS, ALL DISTURBED AREAS, INCLUDING THE CONTRACTOR'S STOCKPILE AND STAGING AREAS WITHIN THE LIMIT OF WORK, MUST BE RESTORED TO MATCH THE DESIGN PLANS. 7.CONTRACTOR MUST DOCUMENT LOCATION OF ALL SUBSURFACE UTILITIES REMAINING IN PLACE AFTER DEMOLITION (ACTIVE AND INACTIVE/ABANDONED). LOCATION MUST BE DOCUMENTED BY FIELD SURVEY OR SWING TIES. COPIES OF LOCATION DOCUMENTATION MUST BE PROVIDED TO THE OWNER FOLLOWING COMPLETION OF DEMOLITION AND PRIOR TO START OF NEW CONSTRUCTION. A MARKER MUST BE INSTALLED TO FINISH GROUND AT ALL INSTALLED CAPS/PLUGS. THE MARKER CAN BE A POST IN CONSTRUCTION AREAS OR PAINTED ON A PERMANENT SURFACE. 8.ACTIVE UTILITY LINES AND STRUCTURES NOT SPECIFICALLY NOTED ON PLANS, BUT WHICH ARE ENCOUNTERED TO BE IN CONFLICT WITH THE PROPOSED WORK, MUST BE EXTENDED, PROTECTED, OR REWORKED BY THE CONTRACTOR AS DIRECTED OR REQUIRED BY THE UTILITY ENTITY OR OWNER UNLESS OTHERWISE NOTED. 9.CONTRACTOR MUST COORDINATE THE CUTTING AND CAPPING OF ALL UTILITIES WITH THE OWNER, THE MUNICIPALITY, AND ALL APPLICABLE UTILITY ENTITIES HAVING JURISDICTION. 10.INACTIVE SUBSURFACE UTILITIES NOT IN CONFLICT WITH THE PROPOSED WORK AREA MAY BE ABANDONED IN PLACE WITH WRITTEN PERMISSION FROM THE OWNER. 11.THE CONTRACTOR MUST MAINTAIN AND PROTECT EXISTING IMPROVEMENTS (CAN ALSO INCLUDE, BUT PROBABLY NOT WARRANTED; FEATURES, UTILITIES, LANDSCAPING, ETC.) TO REMAIN DURING DEMOLITION AND/OR CONSTRUCTION OPERATIONS, INCLUDING OUTSIDE THE LIMIT OF WORK. THE COST OF REPAIR OR REPLACEMENT OF ANY DAMAGED ITEM(S) IS THE RESPONSIBILITY OF THE CONTRACTOR DAMAGING THE PARTICULAR ITEM(S). ALL DAMAGE MUST BE REPAIRED OR REPLACED AT THE OWNER'S DISCRETION AND AT THE CONTRACTOR'S EXPENSE. 12.ALL MATERIALS ON SITE, INCLUDING THOSE REMOVED FROM THE SITE, MUST BE HANDLED, STORED, USED, AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS. 13.ITEMS NOTED AS “REMOVE & DISPOSE” MUST BE LEGALLY REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR. 14.ITEMS NOTED AS “REMOVE & REPLACE” MUST BE REPLACED WITH THE SAME ITEM. IF AN ITEM IS DAMAGED DURING REMOVAL, OR OTHERWISE UNSUITABLE FOR REUSE, AN ALTERNATE MUST BE SUBMITTED TO THE OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. 15.THE CONTRACTOR MUST NOT REMOVE ANY ITEMS WITHIN THE PUBLIC ROW OR RAILROAD ROW, INCLUDING BUT NOT LIMITED TO SIGNAGE, UTILITY POLES, UTILITIES FEEDING OTHER SITES, FENCING, ETC. WITHOUT WRITTEN APPROVAL FROM THE OWNER(S) OF THE RESPECTIVE RIGHTS-OF-WAY AND UTILITY ENTITIES HAVING JURISDICTION UNLESS OTHERWISE NOTED. 16.EXISTING SURFACE FEATURES INCLUDING PAVING, CURBING, AND SIDEWALKS NOTED AS “TO BE REMOVED” OR IDENTIFIED IN THE FIELD AND APPROVED BY THE OWNER AS CONFLICTING WITH THE PROPOSED WORK, MUST BE REMOVED AND DISPOSED OF BY THE CONTRACTOR UNLESS OTHERWISE NOTED. 17.ITEMS NOTED AS “REMOVE & STOCKPILE” MUST BE STOCKPILED BY THE CONTRACTOR IN AN AREA DESIGNATED BY THE OWNER. AT THE OWNER'S REQUEST, CONTRACTOR MUST REMOVE ITEMS FROM SITE AND LEGALLY DISPOSE OF. GENERAL NOTES: 1.THE PURPOSE OF THIS PLAN SET IS TO PROVIDE PLANS, PROFILES, SECTIONS, AND DETAILS FOR THE SCOPE OF WORK IDENTIFIED BELOW. ALL WORK MUST BE COMPLETED IN ACCORDANCE WITH THE FINAL STAMPED PLANS ISSUED FOR CONSTRUCTION, DOCUMENTS INCLUDED BY REFERENCE, AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 2.THE SCOPE OF WORK TO BE COMPLETED GENERALLY OR SPECIFICALLY INCLUDES; RESIDENTIAL APARTMENT BUILDING, PARKING, DRAINAGE, GRADING, UTILITIES, AND SURFACE FEATURES (SIDEWALK, PAVEMENT, ETC.). 3.DIPRETE ENGINEERING IS NOT RESPONSIBLE IN ANY WAY FOR CONSTRUCTION OPERATIONS OR ANY ACTIONS OR OMISSIONS OF THE OWNER, CONTRACTOR, SUBCONTRACTORS OR THEIR AGENTS. 4.DIPRETE ENGINEERING CANNOT CERTIFY TO, OR ISSUE STATEMENTS OF CONFORMANCE FOR, ANY CIVIL CONSTRUCTION RELATED ITEMS UNLESS THE OWNER/ RESPONSIBLE PARTY HAS ENGAGED DIPRETE ENGINEERING PRIOR TO THE START OF CONSTRUCTION FOR THE PROVISION OF CONSTRUCTION SERVICES, TO A STANDARD AND FREQUENCY THAT DIPRETE ENGINEERING DEEMS ADEQUATE IN ORDER TO PROVIDE SUCH CERTIFICATES OR STATEMENTS. FAILURE TO ENGAGE DIPRETE ENGINEERING PRIOR TO THE START OF CIVIL CONSTRUCTION MAY PROHIBIT DIPRETE ENGINEERING'S ABILITY TO PROVIDE CERTIFICATES OR STATEMENTS OF CONFORMANCE. 5.THE PROJECT TEAM AND CONTACT INFORMATION ARE PROVIDED ON ARCHITECT'S PLANS. 6.IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT CONDITIONS OF ALL PERMITS, APPROVALS, AND SPECIFICATIONS, INCLUDING LOCAL, STATE, AND FEDERAL REGULATIONS ARE MET AND/OR ENFORCED. 7.AT A MINIMUM THE CONTRACTOR MUST NOTIFY THE CEOR, THE PROJECT TEAM, AND ALL LOCAL/ STATE PERMITTING AUTHORITIES HAVING JURISDICTION AT LEAST 48 HOURS PRIOR TO THE START OF CONSTRUCTION. IN ADDITION, THE CONTRACTOR MUST MAKE ALL NOTIFICATIONS AS SPECIFICALLY REQUIRED IN THE CONSTRUCTION DOCUMENTS AND PERMIT CONDITIONS. 8.PRIOR TO STARTING CLEARING, A PRE CONSTRUCTION MEETING IS REQUIRED WITH THE TOWN OF BARNSTABLE TO REVIEW THE PERMITTED STORMWATER MANAGEMENT, EROSION AND SEDIMENT CONTROL, AND OPERATIONS AND MAINTENANCE PLANS AND THEIR IMPLEMENTATION. 9.THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL TEMPORARY BARRICADES, FENCES, COVERINGS, ENCLOSURES, SIGNS, LIGHTING OR ANY OTHER MEANS NECESSARY TO CARRY ON WORK IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS, INCLUDING (BUT NOT LIMITED TO) MEANS TO ENSURE PUBLIC AND PRIVATE SAFETY IN ALL AREAS AFFECTED BY THE PROJECT WORK. 10.THE CONTRACTOR MUST MAINTAIN EMERGENCY VEHICLE ACCESS TO THE EXISTING BUILDINGS THROUGHOUT CONSTRUCTION AND AS REQUIRED BY THE APPROPRIATE POLICE AND FIRE DEPARTMENTS. 11.THE CONTRACTOR MUST MAINTAIN ADEQUATE EMERGENCY ACCESS, INCLUDING BUT NOT LIMITED TO POLICE, AMBULATORY, AND FIRE PROTECTION THROUGHOUT THE PROJECT IN ACCORDANCE WITH LOCAL AUTHORITY HAVING JURISDICTION. 12.THE USE OF EXPLOSIVES IS PROHIBITED ON THIS PROJECT. 13.THIS SITE IS LOCATED IN FEMA FLOOD ZONES X. REFERENCE FEMA FLOOD INSURANCE RATE MAP 2500IC0568J, MAP REVISED MONTH JULY 16, 2014. (FLOOD PLAIN DESCRIPTIONS SHOWN BELOW) ·ZONE X (UNSHADED) - THIS SITE IS LOCATED IN FEMA FLOOD ZONE X, WHICH ARE AREAS WHERE THERE IS MINIMAL FLOODING. 13.THE BOUNDARY LINE AS SHOWN ON THE ENGINEERING PLAN SET DEPICTS THE RESULTS OF A BOUNDARY RETRACEMENT SURVEY AS PERFORMED BY DIPRETE ENGINEERING. THIS PLAN IS NOT TO BE CONSTRUED AS A BOUNDARY RETRACEMENT SURVEY PLAN AND IS NOT SUITABLE FOR RECORDING AS A SURVEY PLAN IN CONFORMANCE WITH THE RULES AND REGULATIONS AS STATED IN CMR 250 SECTION 6.00. 14.ALL WORK PERFORMED HEREIN IS TO BE GOVERNED BY CURRENT EDITIONS OF THE MASSDOT HIGHWAY DIVISION CONSTRUCTION STANDARD DETAILS, TOWN OF BARNSTABLE. STANDARD SPECIFICATIONS AND DETAILS AND SPECIFICATIONS INCLUDED AS PART OF THE DRAWINGS. IN AREAS OF CONFLICT BETWEEN THE DIFFERENT SPECIFICATIONS, THE DESIGN PLANS AND PROJECT SPECIFICATIONS WILL TAKE PRECEDENCE OVER THE GENERAL SPECIFICATIONS AND THE CEOR WILL INTERPRET THE CONSTRUCTION REQUIREMENT. THE CONTRACTOR IS ADVISED TO SUBMIT A REQUEST FOR INFORMATION (RFI) FOR ANY AREAS OF CONFLICT BEFORE COMMITTING TO CONSTRUCTION. 13.THE FOLLOWING DOCUMENTS ARE CONSIDERED PART OF THE PROJECT PLANS AND THE CONTRACTOR/OWNER MUST MAINTAIN THESE DOCUMENTS AS PART OF A FULL PLAN SET: ·STORMWATER POLLUTION PREVENTION PLAN (SWPPP). THE SWPPP CONTAINS THE FOLLOWING: ··EROSION CONTROL MEASURES ··SHORT TERM MAINTENANCE ··ESTABLISHMENT OF VEGETATIVE COVER ··CONSTRUCTION POLLUTION PREVENTION ··SEQUENCE OF CONSTRUCTION ·OPERATION AND MAINTENANCE PLAN (O&M). THE O&M CONTAINS: ··LONG TERM MAINTENANCE ··LONG TERM POLLUTION PREVENTION 9.THIS PLAN SET REFERENCES MASSDOT HIGHWAY DIVISION STANDARD DETAILS (DESIGNATED AS MASSDOT STD XXX.X.X). MASSDOT STANDARD DETAILS ARE AVAILABLE FROM MASSDOT AND ONLINE AT HTTPS://WWW.MASS.GOV/LISTS/CONSTRUCTION-DETAILS 10.THE SITE IS TO BE SERVICED BY PUBLIC WATER AND PUBLIC SEWER.. 11.THE DRAINAGE SYSTEM IS DESIGNED TO MEET THE TOWN OF BARNSTABLE SUBDIVISION AND LAND DEVELOPMENT REGULATIONS WITH THE USE OF YARD DRAINS, LEACHING CATCH BASINS, POROUS PRECAST CONCRETE PAVEMENT (STORMCRETE), AND AN UNDERGROUND INFILTRATION SYSTEM. THE STORMWATER MANAGEMENT SYSTEM MEETS THE MassDEP BEST MANAGEMENT PRACTICES. 12.THE SITE IS PROPOSED TO BE BUILT IN 1 PHASE. 13.SOIL EVALUATIONS, WERE COMPLETED BY DIPRETE ENGINEERING ON JULY 22, 2023. 14.NO WETLANDS ARE PRESENT ON SITE. THERE IS AN OFFSITE STREAM TO THE EAST OF THE SITE SHOWN PER PLANS OF RECORD AND FIELD INVESTIGATION PERFORMED BY DIPRETE ENGINEERING. 15.ANY PROPRIETARY PRODUCTS REFERENCED IN THIS PLAN SET ARE REPRESENTATIVE OF THE MINIMUM DESIGN REQUIREMENTS FOR THE PURPOSE THEY PROPOSE TO SERVE. ALTERNATIVES TO ANY PROPRIETARY PRODUCT MAY BE SUBMITTED TO THE CEOR FOR CONSIDERATION, WHICH MUST BE ACCOMPANIED BY APPROPRIATE SPECIFICATION SHEETS/DESIGN CALCULATIONS THAT DEMONSTRATE THE ALTERNATIVE(S) MEET THE MINIMUM DESIGN PARAMETERS OF THE PRODUCT SHOWN ON THE PLANS. NO ALTERNATIVES MAY BE USED WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD. 16.THIS PLAN SET MAY REFERENCE AND/OR INCLUDE REPRODUCTIONS OF PROPRIETARY PRODUCTS/ DETAILS BY OTHERS, AND/OR THEIR ASSOCIATED SPECIFICATIONS. ANY REFERENCED OR REPRODUCED PROPRIETARY PRODUCT OR DETAIL BY OTHERS THAT IS SHOWN ON CEOR PLANS IS STRICTLY FOR INFORMATION/SPECIFICATION PURPOSES ONLY. DIPRETE ENGINEERING DOES NOT WARRANT ANY PROPRIETARY PRODUCTS, DETAILS BY OTHERS OR THEIR RESPECTIVE DESIGNS. IF A DIPRETE ENGINEERING PLAN INCLUDES A PROPRIETARY PRODUCT/DETAIL BY OTHERS (EITHER EXPLICITLY OR IMPLIED) AND IS STAMPED BY A REGISTERED PROFESSIONAL ENGINEER AND/OR REGISTERED LANDSCAPE ARCHITECT OF DIPRETE ENGINEERING, SAID STAMP DOES NOT EXTEND TO ANY PORTION OF THE PROPRIETARY PRODUCT/DETAIL BY OTHERS OR ITS DESIGN. 17.ADDRESSING OF BUILDING UNITS MUST BE COORDINATED WITH THE TOWN OF BARNSTABLE DEPARTMENT OF PUBLIC WORKS ENGINEERING AND THE HYANNIS FIRE DEPARTMENT. LAYOUT AND MATERIALS: 1.DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE OF PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED. 2.CURBING WITHIN THE PUBLIC RIGHT OF WAY MUST BE VERTICAL GRANITE CURBING (VCG) MEETING VA4 STANDARD. ALL CURBING WITHIN THE PROPERTY MUST BE MONOLITHIC AND PRECAST CONCRETE, OR AS LABELED ON THE PLANS. ANY DISTURBED CURBING AND SIDEWALKS WITHIN THE PUBLIC RIGHT-OF-WAY MUST BE REPLACED TO THE TOWN OF BARNSTABLE SPECIFICATIONS. 3.SIDEWALKS WITHIN THE PUBLIC RIGHT OF WAY MUST BE BITUMINOUS CONCRETE, OR AS LABELED ON THE PLANS. 4.ALL DRAINAGE AND SEWER STRUCTURES LOCATED IN PAVEMENT TO MEET H-20 TRAFFIC LOADING REQUIREMENTS. 5.IT IS THE CONTRACTOR'S RESPONSIBILITY TO MEET ALL SIGNAGE AND PAVEMENT MARKING REQUIREMENTS OF THE MUTCD AND AUTHORITIES HAVING JURISDICTION, REGARDLESS OF ITEMS SHOWN (OR NOT SHOWN) ON THIS PLAN SET. THIS INCLUDES (BUT MAY NOT BE LIMITED TO) SIGN TYPE, NUMBER OF SIGNS, POLE/ MOUNTING TYPE, PAVEMENT MARKING LOCATIONS/ TYPE/ WIDTH, MATERIALS, INSTALLATION METHODS, AND ANY ADDITIONAL SIGNS AND/OR MARKINGS THAT MAY BE REQUIRED. THE CONTRACTOR MUST NOTIFY DESIGN ENGINEER OF ANY MODIFICATIONS OR DISCREPANCIES PRIOR TO ORDERING OR INSTALLING SIGNAGE/ PAVEMENT MARKINGS. 6.SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE CONTRACTOR MUST REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE, SHOP DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT FEATURES. 7.SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS PERTAINING TO THE BUILDING, INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, CONCRETE DOOR PADS, COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC. . 8.CONTROL POINTS, PROPOSED BOUNDS, AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION MUST BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR. 9.CONTRACTOR MUST NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE CEOR. CONTRACTOR MUST VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE STAMPED PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. 10.ALL GUARDRAIL ONSITE MUST BE STEEL BACKED TIMBER GUARDRAIL WITH STEEL POSTS, IN CONFORMANCE WITH SECTION 5.4.1.7 OF THE AASHTO ROADSIDE DESIGN GUIDE. ALTERNATIVE GUARDRAILS WILL BE CONSIDERED BY THE CEOR IF THEY ARE DOT APPROVED EQUAL AND ACCEPTABLE TO THE OWNER. ALTERNATIVES MUST BE APPROVED IN WRITING BY THE OWNER AND DESIGN ENGINEER PRIOR TO CONSTRUCTION. GUARDRAIL IS REQUIRED AT ALL ROADWAYS/PARKING LOTS/PAVED TRAFFIC AREAS ADJACENT TO SLOPES WITH A HEIGHT GREATER THAN SIX FEET AT A 3:1 SLOPE, AND ALL SLOPES WITH A HEIGHT GREATER THAN THREE FEET AT A 2:1 SLOPE, AND ALL RETAINING WALLS GREATER THAN TWO FEET IN HEIGHT. THE CONTRACTOR IS RESPONSIBLE TO MEET ANY AND ALL GUARDRAIL PROVISIONS THAT MAY BE REQUIRED BY THE AHJ. 11.INFRARED TREATMENT OF PAVEMENT IS REQUIRED AT ALL CURB CUTS, ANY DISTURBED PAVEMENT ON ROADWAYS AND WHERE ANY NEW PAVEMENT MEETS EXISTING PAVEMENT. 12.ALL EXISTING PAVEMENT MARKING REMOVED AS INCIDENTAL DURING CONSTRUCTION MUST BE REPLACED IN-KIND FOLLOWING COMPLETION OF CONSTRUCTION UNLESS OTHERWISE NOTED. 13.PAVEMENT MARKINGS TO BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE MASSACHUSETTS DOT STANDARD SPECIFICATIONS. 14.TREE PLANTINGS PROPOSED WITHIN THE PUBLIC RIGHT-OF-WAY REQUIRE COORDINATION WITH, AND THE APPROVAL OF, THE TOWN OF BARNSTABLE'S TREE WARDEN. AS-BUILT NOTES: ALL COMPONENTS OF THE DRAINAGE, SEWER, AND WATER SYSTEMS MUST BE MUST BE FIELD LOCATED PRIOR TO COVERING. NOTIFY SURVEYOR A MINIMUM OF SEVENTY-TWO (72) HOURS IN ADVANCE OF NEED FOR FIELD LOCATION OF IMPROVEMENTS. SURVEYOR MUST PROVIDE OWNER AND CONTRACTOR WITH WRITTEN NOTICE OF COMPLETION OF FIELD WORK PRIOR TO CONTRACTOR COVERING IMPROVEMENTS. OWNER/DIPRETE ENGINEERING WILL NOT ACCEPT FIELD MEASUREMENTS FROM THE SITE CONTRACTOR. TRAFFIC NOTES: 1.ALL TRAFFIC CONTROL MUST CONFORM TO THE FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) CURRENT EDITION. 2.DURING CONSTRUCTION, TRAFFIC CONES MUST BE USED FOR SEPARATION OF ACTIVE TRAFFIC FROM WORK ZONE PER MUTCD REQUIREMENTS. 3.DURING CONSTRUCTION FLAGGERS MUST BE EMPLOYED TO ENSURE SAFETY FOR INTERACTION OF CONSTRUCTION VEHICLES AND ACTIVE TRAFFIC. 4.ALL SIGNS, FLAGGERS, TRAFFIC CONTROL DEVICES, AND TEMPORARY TRAFFIC ZONE ACTIVITIES MUST MEET THE REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC (MUTCD) LATEST EDITION AND SUBSEQUENT ADDENDA. 5.TEMPORARY CONSTRUCTION SIGNS MUST BE MOUNTED ON MASSDOT APPROVED SUPPORTS AND MUST BE REMOVED OR COVERED WHEN NOT APPLICABLE. 6.ALL PROPOSED TRAFFIC MANAGEMENT PLANS (TMPs) MUST BE REVIEWED AND APPROVED BY THE TOWN OF BARNSTABLE DEPARTMENT OF PUBLIC WORKS, TOWN OF BARNSTABLE POLICE DEPARTMENT, AND HYANNIS FIRE DEPARTMENT PRIOR TO IMPLEMENTATION. SOIL EROSION AND SEDIMENTATION CONTROL NOTES: 1.THE CONTRACTOR IS RESPONSIBLE FOR ALL SOIL EROSION AND SEDIMENT CONTROL ON SITE WHICH MUST BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE APPLICABLE REGULATIONS AND AUTHORITY HAVING JURISDICTION. THE CONTRACTOR IS TO NOTIFY THE CEOR, THE DIRECTOR OF PUBLIC WORKS, THE TOWN ENGINEER, AND THE CONSERVATION COMMISSION AT LEAST 48 HOURS PRIOR TO THE START OF CONSTRUCTION. 2.ALL EROSION CONTROL INCLUDING (BUT NOT LIMITED TO) TEMPORARY SWALES, TEMPORARY SEDIMENT TRAPS, ETC. MUST BE INSTALLED PER THE LATEST EDITION OF THE MASSACHUSETTS EROSION AND SEDIMENT CONTROL GUIDELINES FOR URBAN AND SUBURBAN AREAS (MESCG) AND THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). NOTE THE SOIL EROSION AND SEDIMENT CONTROL SHOWN ON THESE PLANS ARE THE MINIMUM QUANTITY/TYPE OF EROSION CONTROL DEVICES AND MATERIALS DEEMED REQUIRED BY THE CEOR TO MEET THE OBJECTIVES OF THE MESCG, BUT IS CONSIDERED A GUIDE ONLY. ADDITIONAL MEASURES/ALTERNATE CONFIGURATIONS MAY BE REQUIRED IN ORDER TO MEET THE MESCG BASED ON FACTORS INCLUDING (BUT NOT LIMITED TO) SITE PARAMETERS, WEATHER, INSPECTIONS AND UNIQUE FEATURES. THE SWPPP WILL CONTINUE TO EVOLVE THROUGHOUT CONSTRUCTION/PHASES. PURSUANT TO NOTE 1 ABOVE, SWPPP REMAINS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL THE SITE IS FULLY STABILIZED AND/OR SWPPP RESPONSIBILITIES ARE ASSUMED BY THE OWNER IN WRITING. 3.TEMPORARY SWALES MUST BE USED TO CONTROL RUNOFF DURING CONSTRUCTION OF THE PROPOSED SITE WORK. TEMPORARY SWALES MUST BE VEGETATED AFTER CONSTRUCTION. EROSION CONTROL MATS MUST BE INSTALLED, IF NECESSARY, TO PREVENT EROSION AND SUPPORT VEGETATION. AFTER CONSTRUCTION IS COMPLETE AND TRIBUTARY AREAS TO THE SWALES HAVE BEEN STABILIZED, THE TEMPORARY SWALES MUST BE CLEARED AND FINAL DESIGN, INCLUDING INSTALLATION OF THE GRASS SWALES, TO BE PER THE DESIGN PLANS. 4.ONCE THE SEDIMENT TRAP IS NO LONGER REQUIRED AND ALL TRIBUTARY AREAS HAVE BEEN STABILIZED, THE TEMPORARY SEDIMENT TRAP MUST BE CLEANED AND BROUGHT TO FINAL DESIGN GRADES. 5.INLET PROTECTION MUST BE INSTALLED ON ALL CATCH BASINS ONCE CONSTRUCTED. 6.FOR SEQUENCE OF CONSTRUCTION, PROJECT PHASING AND CONSTRUCTION PHASING, SEE SWPPP PLAN. 7.CONTRACTOR MAY MODIFY SEQUENCE OF CONSTRUCTION WITH APPROVAL FROM THE CEOR AND OWNER. 8.IF CONCRETE TRUCKS ARE WASHED OUT ON SITE, ALL WASHOUT MUST BE PERFORMED IN THE DESIGNATED CONCRETE WASHOUT AREA. SWALE GRADING, DRAINAGE, AND UTILITY NOTES: 1.CONSTRUCTION TO COMMENCE SPRING 2025 OR UPON RECEIPT OF ALL NECESSARY APPROVALS. 2.DURING CONSTRUCTION, INSPECTIONS SHALL BE CONDUCTED AND DOCUMENTED OF ALL EROSION AND SEDIMENT MEASURES NO LESS THAN WEEKLY OR AS SPECIFIED IN THE STORMWATER MANAGEMENT PERMIT, AND FOLLOWING STORM EVENTS. MONTHLY REPORTS SHALL BE SUBMITTED TO THE AHJ OR IN A FORM APPROVED BY THE AHJ. 3.ROUTINE INSPECTIONS SHALL BE PERFORMED TO DOCUMENT SITE PROGRESS INCLUDING BUT NOT LIMITED TO: EROSION AND SEDIMENT CONTROL, UNDERGROUND DRAINAGE BACKFILLING AND SIGNIFICANT GRADING OF THE SITE AND PRIOR TO PAVING. ONCE THE PROJECT IS SUBSTANTIALLY COMPLETE, THE PERMITTEE SHALL SUBMIT AN INITIAL DRAFT PUNCH LIST TO THE AHJ, AND THEREAFTER FINAL INSPECTION REPORT INCLUDING FINAL RECORD AS-BUILT. 4.THE CONTRACTOR MUST COORDINATE WITH ALL OF THE APPROPRIATE UTILITY COMPANIES FOR AGREEMENTS TO SERVICE THE PROPOSED BUILDING. THIS MUST BE DONE PRIOR TO CONSTRUCTION. NO REPRESENTATIONS ARE MADE BY DIPRETE ENGINEERING THAT UTILITY SERVICE IS AVAILABLE. 5.THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING FINISH GRADING AND DRAINAGE AROUND THE BUILDING TO ENSURE SURFACE WATER AND/OR GROUNDWATER ARE DIRECTED AWAY FROM THE STRUCTURE. 6.PRIOR TO START OF CONSTRUCTION, CONTRACTOR MUST VERIFY EXISTING PAVEMENT ELEVATIONS AT INTERFACE WITH PROPOSED PAVEMENTS, AND EXISTING GROUND ELEVATIONS ADJACENT TO DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES. CONTRACTOR MUST NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 7.ALL PROPOSED UNDERGROUND UTILITIES SERVING THE SITE AND BUILDINGS MUST BE COORDINATED WITH OWNER, ARCHITECT, AND ENGINEER PRIOR TO INSTALLATION. 8.ALL RETAINING WALLS AND STEEP SLOPES ARE SUBJECT TO FINAL STRUCTURAL DESIGN. DIPRETE ENGINEERING IS NOT PROVIDING THE STRUCTURAL DESIGN OF THESE ITEMS. ALL WALLS AND STEEP SLOPES MUST BE DESIGNED AND BUILT UNDER THE DIRECTION OF A MASSACHUSETTS LICENSED PROFESSIONAL ENGINEER SUITABLY QUALIFIED IN GEOTECHNICAL ENGINEERING AND CERTIFIED TO THE OWNER PRIOR TO THE COMPLETION OF THE PROJECT. SHOP DRAWINGS MUST BE SUBMITTED PRIOR TO CONSTRUCTION. FINAL STRUCTURAL DESIGN MUST INCORPORATE THE INTENT OF THE GRADING SHOWN ON THESE PLANS AND ALL WORK MUST BE WITHIN THE LIMIT OF DISTURBANCE SHOWN ON THE PLANS. 9.ALL CUT AND FILL WORK MUST BE DONE UNDER THE DIRECTION OF A PROFESSIONAL GEOTECHNICAL ENGINEER, WITH TESTING AND CERTIFICATION PROVIDED TO THE APPLICANT AT THE COMPLETION OF THE PROJECT. DIPRETE ENGINEERING IS NOT PROVIDING THE FILL SPECIFICATION, GEOTECHNICAL ENGINEERING, STRUCTURAL ENGINEERING SERVICES, OR SUPERVISION AS PART OF THESE DRAWINGS. 10.MATERIAL STOCKPILES MUST NOT BE LOCATED IN THE RIGHT-OF-WAY, AND TRENCHES MUST NOT BE LEFT OPEN OVERNIGHT. 11.ALL LOAM IN DISTURBED AREAS MUST BE STOCKPILED FOR FUTURE USE. 12.ALL EXCESS SOIL, TREES, ROCKS, BOULDERS, AND OTHER REFUSE, MUST BE DISCARDED OFF SITE IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS. STUMPS MUST BE GROUND ON SITE OR REMOVED. 13.THE SITE WILL HAVE 6" CONCRETE CURBING. THE CURBING WITHIN THE PUBLIC RIGHT OF WAY MUST BE VERTICAL GRANITE CURBING (VGC) MEETING OR EXCEEDING VA4 STANDARD. SITE GRADING/CONTOURS SHOWN ON THE PLANS DO NOT NECESSARILY REFLECT THE APPROPRIATE CURBING REVEAL. CONTRACTOR MUST INSTALL CURBING WITH APPROPRIATE REVEAL UNLESS OTHERWISE NOTED. 14.NO STUMP DUMPS ARE ALLOWED ON SITE. 15.ALL DRAINAGE OUTFALLS ARE DESIGNED TO BE INSTALLED AT EXISTING GROUND ELEVATION. CONTRACTOR MUST IMMEDIATELY NOTIFY THE CEOR OF ANY DISCREPANCIES WHERE EXISTING GROUND IS HIGHER THAN OUTFALL DESIGN ELEVATION. ANY RESOLUTION OF DISCREPANCIES BY THE CONTRACTOR, UNLESS AUTHORIZED IN WRITING IN ADVANCE BY THE OWNER AND THE CEOR, IS DONE AT THE CONTRACTOR'S RISK. 16.CONTRACTOR MUST PROVIDE SAW CUTTING AND FULL DEPTH PAVEMENT RESTORATION IN AREAS WHERE PAVEMENT AND/OR SIDEWALK IS REMOVED FOR UTILITY INSTALLATION. 17.IF ROADWAY SURFACE PAVEMENT COURSE IS NOT TO BE INSTALLED FOR 12 MONTHS OR MORE AFTER INSTALLATION OF DRAINAGE STRUCTURES, ALL CATCH BASIN RIMS MUST BE SET AT BINDER GRADE AND RAISED TO FINAL PAVEMENT GRADE PRIOR TO PLACEMENT OF SURFACE COURSE. 18.CONTRACTOR MUST HOLD/ SUPPORT/ RESTORE ALL EXISTING UTILITY COMPONENTS INCLUDING (BUT NOT LIMITED TO) POLES, MAST ARMS AND ABOVEGROUND OBJECTS AS NECESSARY DURING THE PROPOSED WORKS AND ELECTRICAL INSTALLATION. CONTRACTOR MUST COORDINATE SAID WORKS WITH ALL ASSOCIATED UTILITY OWNERS ACCORDINGLY. ANY EXISTING ITEMS DAMAGED OR REMOVED AS INCIDENTAL DURING UTILITY CONNECTION/ ELECTRICAL INSTALLATION INCLUDING (BUT NOT LIMITED TO) CURB IN THE ROW MUST BE REPLACED IN KIND FOLLOWING COMPLETION OF WORKS. 19.ROAD OPENING, SEWER CONNECTION, AND STORMWATER MANAGEMENT PERMITS MUST BE FILED AND APPROVED BY THE TOWN OF BARNSTABLE DEPARTMENT OF PUBLIC WORKS PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. STATE HIGHWAY LINE STATE FREEWAY LINE BUILDING INGRESS/EGRESS AMERICANS WITH DISABILITIES ACT (ADA) NOTES: 1.ALL IMPROVEMENTS MUST COMPLY WITH THE "AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES" (ADAAG) BY THE US DEPARTMENT OF JUSTICE (CURRENT EDITION). 2.MAXIMUM RUNNING SLOPE ALONG ALL ACCESSIBLE PATHS OF TRAVEL MUST BE 4.5% (0.045 FT/FT), AND MAXIMUM CROSS SLOPE ACROSS ALL ACCESSIBLE PATHS OF TRAVEL MUST BE 1.5% (0.015 FT/FT). 3.ADA PARKING SPACES AND LOADING AREAS: THE STEEPEST SLOPE OF THE SPACE, MEASURED IN ANY DIRECTION (INCLUDING DIAGONALLY), MUST BE LESS THAN OR EQUAL TO 2% (0.02 FT/FT). THE CEOR GENERALLY RECOMMENDS A MAXIMUM OF 1.4% (0.014 FT/FT) BE USED FOR BOTH RUNNING AND CROSS SLOPES IN ORDER TO COMPLY. 4.A MINIMUM 5'X5' LANDING MUST BE PROVIDED IN FRONT OF ALL PUBLICLY ACCESSIBLE BUILDING ENTRANCES/ EGRESSES. THE STEEPEST SLOPE OF THE LANDING, MEASURED IN ANY DIRECTION (INCLUDING DIAGONALLY), MUST BE LESS THAN OR EQUAL TO 2% (0.02 FT/FT). THE CEOR GENERALLY RECOMMENDS A MAXIMUM OF 1.4% (0.014 FT/FT) BE USED FOR BOTH RUNNING AND CROSS SLOPES IN ORDER TO COMPLY. 5.FOR EVERY 6 (OR FRACTION OF 6) ADA PARKING SPACES, AT LEAST ONE MUST BE A VAN PARKING SPACE. FOR EXAMPLE, IF 7 ADA PARKING SPACES ARE REQUIRED, A MINIMUM OF 2 MUST BE VAN SPACES. 6.NOTWITHSTANDING THE NOTES LISTED ABOVE, TOWN OR STATE-SPECIFIC STANDARDS MAY BE MORE STRINGENT AND OVERRULE. IT IS THE RESPONSIBILITY OF THE USER OF THIS PLAN SET TO MAINTAIN COMPLIANCE WITH THE CONTROLLING STANDARD. 7.NOTE THAT THE GRADING/PLAN VIEWS AND DETAILS CONTAINED WITHIN THIS PLAN SET MAY NOT SHOW THE DETAIL NECESSARY TO CONSTRUCT WALKWAYS, RAMPS AND SPACES TO COMPLY WITH THE ABOVE REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE THE LEVEL OF CARE NECESSARY TO BE CERTAIN THAT THE CONSTRUCTED PRODUCT MEETS ADA/CONTROLLING STANDARDS. IN THE EVENT OF ANY NON COMPLIANCE THE CONTRACTOR MUST NOTIFY THE CEOR BEFORE CONSTRUCTION FOR ADVICE IN FINDING A RESOLUTION. SLOPES STEEPER THAN 3:1 (2:1 OR 1:1 SLOPES) REDEVELOPMENT NOTES: 1.ALL EXISTING MANHOLE COVERS, GRATES, VALVE BOXES, SHUT-OFFS, AND HAND HOLES, TO REMAIN, WITHIN THE LIMIT OF WORK MUST BE RESET TO FINISHED GRADE. 2.THE CONTRACTOR MUST PROTECT AND MAINTAIN ALL BUILDINGS TO REMAIN AND ALL ACTIVE UTILITIES THAT SERVICE THE BUILDINGS TO REMAIN. REFER TO ARCHITECTURAL PLANS FOR BUILDING DEMOLITION INFORMATION. 3.ALL UTILITY STRUCTURES INDICATED TO BE ABANDONED MUST BE CUT TO FOUR FEET BELOW FINISH GRADE ELEVATION, INLETS AND OUTLETS PLUGGED WITH MORTAR, AND SEALED WITH CONCRETE, UNLESS OTHERWISE NOTED. 4.WHEN ABANDONING INACTIVE UTILITY PIPES NEAR THE PROPERTY LINE, THE CONTRACTOR MUST CAP OR PLUG IN PLACE AT THE PROPERTY LINE. WHEN REMOVING AND DISPOSING OF A PORTION OF EXISTING PIPE, THE CONTRACTOR MUST CAP OR PLUG BOTH ENDS REMAINING IN PLACE. 5.CONTRACTOR MUST DOCUMENT LOCATION OF ALL SUBSURFACE UTILITIES REMAINING IN PLACE AFTER DEMOLITION (ACTIVE AND INACTIVE/ABANDONED). LOCATION CAN BE DOCUMENTED BY FIELD SURVEY OR SWING TIES. COPIES OF LOCATION DOCUMENTATION MUST BE PROVIDED TO THE OWNER. WHERE POSSIBLE 6.NO GUARANTEE IS MADE THAT THE EXISTING UTILITY SERVICE CONNECTION(S) ARE SUITABLE FOR REUSE. EXISTING UTILITY SERVICE CONNECTIONS WERE NOT FIELD VERIFIED FOR SIZE, MATERIAL, EXACT LOCATION, OR INSPECTED FOR SUITABILITY FOR REUSE. CONTRACTOR MUST EVALUATE THE SIZE, MATERIAL, LOCATION, AND SUITABILITY FOR REUSE, AND IMMEDIATELY PROVIDE WRITTEN DOCUMENTATION OF CONDITIONS TO THE OWNER/DIPRETE ENGINEERING. GROUNDWATER OVERLAYGWO GROUNDWATER RECHARGE AREAGWRA GROUNDWATER RESERVOIRGWR 25' WETLAND BUFFER 100' BUFFER ZONE 200' RIVERFRONT AREA DRAINAGE ALL DRAINAGE PIPING MUST BE HIGH-DENSITY POLYETHYLENE (HDPE), OR EQUAL, WITH SOILTIGHT JOINTS, UNLESS NOTED OTHERWISE ON THE PLANS OR IN THE SPECIFICATIONS ALL DRAINAGE STRUCTURES MUST BE WATERTIGHT. DRAINAGE STRUCTURES MUST BE AS FOLLOWS (UNLESS OTHERWISE NOTED ON PLANS): ·CATCH BASINS (CB): MASSDOT STD. 201.4.0 OR APPROVED EQUAL ·FLAT TOP CATCH BASINS (CB FLAT TOP): SCITUATE COMPANIES 4' DIA CATCH BASIN SRP-CB4 (ALTERNATE FLAT TOP AASHTO HS-20), 4' DIA LOW PROFILE FLAT TOP SRP-DFT4 OR APPROVED EQUAL. SEE PLANS FOR ALTERNATE STRUCTURE DIAMETERS WHERE REQUIRED. ·CATCH BASIN FRAMES: MASSDOT STD. 201.6.0 OR APPROVED EQUAL ·DRAINAGE MANHOLES (DMH): MASSDOT STD. 202.4.0 OR APPROVED EQUAL ·DRAINAGE MANHOLE FRAMES AND COVERS: MASSDOT STD. 202.6.0 OR APPROVED EQUAL ·NYLOPLAST DRAIN BASIN (DB): 24" DRAIN BASIN, OR APPROVED EQUAL ·NYLOPLAST 10" INLINE DRAIN BASIN (DB) WITH 10" BRONZE GRATE ASSEMBLY TO BE USED WITHIN THE OUTDOOR PATIO AREA ·ALL MANHOLES MUST SUPPORT AASHTO HS20-44 LOADING. ·FOR ALL OTHER DRAINAGE STRUCTURES: IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE APPROPRIATE STRUCTURE TOP REQUIRED (E.G. CONE TOP, FLAT TOP ETC) TO MEET THE DESIGN PARAMETERS AS SHOWN ON THESE PLANS, INCLUDING (BUT NOT LIMITED TO) THE RELATIONSHIP BETWEEN FINISH SURFACE ELEVATION/ DEPTH TO PIPE INVERTS AND MEETING MANUFACTURER/ AHJ REQUIREMENTS & SPECIFICATIONS. DRAINAGE CONNECTIONS FROM ALL YARD DRAINS (YD), AND DOWNSPOUTS (DS) ARE SHOWN FOR SCHEMATIC PURPOSES ONLY. THE LEVEL OF DETAIL SHOWN DOES NOT INCLUDE ALL JOINTS THAT MAY BE REQUIRED FOR CONSTRUCTION. ALL FITTINGS AND PIPE SLOPES TO TIE INTO MAIN TRUNK LINE MUST BE FIELD FIT BY CONTRACTOR. SANITARY SEWER ALL SANITARY SEWER PIPING TO BE SDR 35 UNLESS NOTED OTHERWISE ON THE PLANS OR IN THE SPECIFICATIONS. ALL SEWER IMPROVEMENTS MUST COMPLY WITH THE TOWN OF BARNSTABLE WATER & SEWER AUTHORITY, MWRA AND ANY APPLICABLE AUTHORITY HAVING JURISDICTION, INCLUDING (BUT NOT LIMITED TO) MATERIALS, DIMENSIONS AND ACCESS COVERS. CONTRACTOR MUST SUBMIT SHOP DRAWINGS FOR APPROVAL BY ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ALL FITTINGS, STRUCTURE SEALS AND CONNECTIONS MUST BE WATERTIGHT. SEWER PUMP STATION LOCATION AND DESIGN MUST BE COORDINATED WITH THE TOWN OF BARNSTABLE DEPARTMENT OF PUBLIC WORKS. ALL PUMP STATION COMPONENTS, INCLUDING BUT NOT LIMITED TO, PUMP STATION, VALVE VAULT, SEWER FORCE MAIN, GENERATOR, GENERATOR PAD AND ASSOCIATED ELECTRICAL CONNECTIONS TO BE PER ENVIRONMENTAL PARTNERS PUMP PLANS, DATED NOVEMBER 2024. WATER ALL WATER LINES MUST BE CEMENT LINED DUCTILE IRON PIPE (CLDIP). ALL WATER MAIN IMPROVEMENTS MUST COMPLY WITH THE TOWN OF BARNSTABLE WATER & SEWER AUTHORITY AND ANY APPLICABLE AUTHORITY HAVING JURISDICTION, INCLUDING (BUT NOT LIMITED TO) MATERIALS, DIMENSIONS AND ACCESS COVERS. CONTRACTOR TO PROVIDE SHOP DRAWINGS AND SUBMITTALS TO THE ENGINEER OF RECORD FOR APPROVAL FOR ALL WATER IMPROVEMENTS AND APPURTENANCES INCLUDING BUT NOT LIMITED TO PIPES, VALVES, FITTINGS, HEAT ENCLOSURES, AND BACKFLOWS. IN THE CASE OF ANY NEW HYDRANT INSTALLED IN OR NEXT TO AN EXISTING SIDEWALK, THE CONTRACTOR MUST INCREASE THE WIDTH OF THE SIDEWALK, AS NECESSARY, TO MAINTAIN A MINIMUM OF 3'-0" CLEAR WIDTH FROM THE OUTERMOST COMPONENTS OF THE HYDRANT TO THE EDGE OF THE SIDEWALK. THE 3'-0" SIDEWALK WIDTH IS REQUIRED ONLY ON ONE SIDE OF THE HYDRANT TO PROVIDE A CLEAR PATH ON THE SIDEWALK. HYANNIS WATER SYSTEM INSPECTIONS ARE REQUIRED PRIOR TO BACKFILL. TOWN OF BARNSTABLE AND DEPARTMENT OF PUBLIC WORKS MUST BE CONTACTED TO SCHEDULE INSPECTIONS. ELECTRIC/TELECOM/GAS PROPOSED GAS, ELECTRIC, CABLE AND DATA UTILITIES ARE SHOWN SCHEMATICALLY AND ARE PROPOSED TO BE UNDERGROUND. OWNER AND CONTRACTOR MUST COORDINATE FINAL DESIGN WITH APPROPRIATE UTILITY COMPANIES. ALL WORK MUST BE IN ACCORDANCE WITH EACH UTILITY COMPANY'S STANDARDS AND DETAILS, AS WELL AS LOCAL AND FEDERAL REGULATIONS. THIS INCLUDES BUT IS NOT LIMITED TO POLES, TRANSFORMERS, PULL BOXES, CONCRETE PADS, CONCRETE ENCASEMENTS AND CONDUITS. CONNECTION POINTS FOR ELECTRIC AND TELECOM UTILITIES, AT THE EXISTING INFRASTRUCTURE, ARE CURRENTLY SHOWN AS UNDERGROUND UTILITIES. THESE UTILITIES MAY BE UNDERGROUND OR OVERHEAD AND MUST BE COORDINATED WITH NATIONAL GRID/APPROPRIATE UTILITY AUTHORITY PRIOR TO CONSTRUCTION. SITE LIGHTING SITE LIGHTING (TEMPORARY AND PERMANENT) MUST BE DIRECTED AWAY FROM AND SHIELDED FROM ENVIRONMENTALLY SENSITIVE AREAS AND ABUTTING LANDS. EXACT LOCATIONS OF LIGHT POLE MUST BE COORDINATED WITH OTHER UTILITIES AND MUST BE LOCATED WITHIN THE STREET RIGHTS OF WAY. FINAL LIGHTING AND CONDUIT LOCATIONS BY OTHERS. MASSDOT NOTES: 1.ALL WORK TO BE DONE WITHIN THE STATE RIGHT OF WAY MUST CONFORM TO THE MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES LATEST REVISION. STANDARD DETAILS FOR THIS WORK ARE THE MASSDOT HIGHWAY DIVISION CONSTRUCTION STANDARD DETAILS LATEST EDITION. 2.ALL TRAFFIC CONTROL MUST CONFORM TO THE FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION, INCLUDING ALL REVISIONS. 3.LANE OR SHOULDER CLOSURES MUST NOT BE PERFORMED WITHIN THE STATE ROW DURING PEAK TRAFFIC HOURS. 4.SEWER AND WATER CONNECTIONS WITHIN THE STATE RIGHT OF WAY WILL REQUIRE A SEPARATE MassDOT UTILITY PERMIT, WHICH CONTRACTOR MUST OBTAIN BEFORE CONSTRUCTION. 5.THE DRAINAGE SYSTEM IS DESIGNED TO DECREASE BOTH STORMWATER RUNOFF RATE, AND STORMWATER RUNOFF VOLUME TO THE STATE RIGHT OF WAY FROM PRE-DEVELOPMENT TO POST-DEVELOPMENT. THERE WILL BE NO INCREASE IN RUNOFF TO THE STATE RIGHT OF WAY FROM THE PROPOSED DEVELOPMENT. C0.2Notes and LegendSEWER MANHOLE IRON ROD FOUND/SET MONOLITHIC CONCRETE CURB AND SIDEWALK UTILITY NOTE: ALL UNDERGROUND UTILITIES SHOWN ON THESE PLANS WERE PROVIDED BY OTHERS AND ARE APPROXIMATE ONLY. LOCATIONS MUST BE DETERMINED IN THE FIELD BEFORE EXCAVATION, BLASTING, UTILITY INSTALLATION, BACKFILLING, GRADING, PAVEMENT RESTORATION, AND ALL OTHER SITE WORK. ALL UTILITY COMPANIES, PUBLIC AND PRIVATE, MUST BE CONTACTED INCLUDING THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THESE DOCUMENTS. CONTACT DIG SAFE A MINIMUM OF 72 WORKING HOURS PRIOR TO ANY CONSTRUCTION AT 811. DIG SAFE IS RESPONSIBLE FOR CONTACTING MEMBER UTILITY COMPANIES. DIG SAFE MEMBER UTILITY COMPANIES ARE RESPONSIBLE TO MARK ONLY THE FACILITIES THAT THEY OWN OR MAINTAIN. NON DIG SAFE MEMBER COMPANIES ARE NOT NOTIFIED BY DIG SAFE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INVESTIGATE AND NOTIFY IF ANY PRIVATELY OWNED OR NON DIG SAFE MEMBER UTILITIES ARE IN THE AREA. PER THE CODE OF FEDERAL REGULATIONS - TITLE 29, PART 1926 IT IS THE SITE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ACCURATE UNDERGROUND UTILITY LINE LOCATIONS FROM THE UTILITY COMPANIES, UTILITY OWNERS AND, OR VIA UNDERGROUND UTILITY LOCATION EQUIPMENT AS NEEDED TO ESTABLISH ACCURATE LOCATIONS PRIOR TO ANY EXCAVATION. THE USE OF PROFESSIONAL UTILITY LOCATING COMPANIES PRIOR TO ANY EXCAVATION IS RECOMMENDED. DIPRETE ENGINEERING IS NOT A PROFESSIONAL UTILITY LOCATION COMPANY, AND IS NOT RESPONSIBLE FOR UNDERGROUND UTILITIES, DEPICTED OR NOT, EITHER IN SERVICE OR ABANDONED. ANY SIZES, LOCATIONS, EXISTENCE, OR LACK OF EXISTENCE OF UTILITIES SHOWN ON THESE PLANS SHOULD BE CONSIDERED APPROXIMATE UNTIL VERIFIED BY A PROFESSIONAL UTILITY LOCATION COMPANY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED. PERMIT NOTE: THE INTENT OF THESE PLANS IS TO PROVIDE A PERMITTING SET TO THE REGULATORY AGENCY SUBMITTED. THESE PLANS CONTAIN THE REQUIRED INFORMATION NECESSARY FOR APPROVAL TO THE SPECIFIC AGENCY SUBMITTED AND MAY NOT HAVE INFORMATION NECESSARY FOR OTHER REGULATORY AGENCIES. THIS SET MUST NOT BE CONSTRUED AS A FULL CONSTRUCTION OR BID SET. ADDITIONAL DETAIL IS REQUIRED FOR CONSTRUCTION AND BID DOCUMENTS, SUCH AS BUT NOT LIMITED TO, FINE GRADING, GRADING BETWEEN THE CONTOUR INTERVAL, ADDITIONAL SURVEY/MAPPING, BUILDING SHAPE/LOCATION, ADA, UTILITY CONNECTIONS, UTILITY CROSSINGS, SURFACE AND GROUND WATER MITIGATION, SOIL STABILITY AND CONSISTENCY, SPECIFIC END USER NEEDS, CONSTRUCTABILITY ISSUES, ETC. ANY USER OF THESE PLANS SHOULD UNDERSTAND THIS LIMITATION. NOTE: THIS PLAN SET MUST BE REPRODUCED IN COLOR EASEMENT EXISTING FEATURES AND UTILITIES NOTES: 1.THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHETHER EXISTING UTILITIES ARE ACTIVE OR INACTIVE. CONTRACTOR MUST NOTIFY THE OWNER/THE CEOR IN WRITING IMMEDIATELY OF ALL DISCREPANCIES WITH CONSTRUCTION DOCUMENTS. 2.PRIOR TO ANY FIELD INVESTIGATION BY EXCAVATION, THE CONTRACTOR MUST SUBMIT TO THE OWNER/THE CEOR A PLAN IDENTIFYING THE LOCATIONS OF ALL DISCREPANCIES, TYPE OF INVESTIGATION PROPOSED, AND REQUEST THE OWNER/THE CEOR'S AUTHORIZATION FOR INVESTIGATION. CONTRACTOR MUST NOT PROCEED UNTIL WRITTEN AUTHORIZATION IS PROVIDED BY THE OWNER/THE CEOR. CONSTRUCTION STANDARDS NOTES 1.THE SITE IS LOCATED ON THE TOWN OF BARNSTABLE ASSESSOR'S MAP 308 LOT 17. 2.THE SITE IS APPROXIMATELY 1.49 ACRES AND IS ZONED DV. 3.THE OWNER OF MAP 308 LOT 17 IS:268 STEVENS STREET LLC, 460 YARMOUTH ROAD, HYANNIS, MA 02601 4.ALL CONSTRUCTION MUST BE PERFORMED IN COMPLIANCE WITH THE AUTHORITY HAVING JURISDICTION AND ALL APPLICABLE FEDERAL, STATE AND LOCAL CONSTRUCTION STANDARDS. 5.ALL REFERENCES TO CONSTRUCTION STANDARDS, SPECIFICATIONS, DETAILS, MANUALS, ETC. BY OUTSIDE AGENCIES IS UNDERSTOOD TO MEAN THE VERSION CURRENT AT THE TIME THE CONTRACT IS AWARDED, INCLUDING ALL REVISIONS, ADDENDA AND UPDATES. 6.IF CONTRACT DOCUMENTS DO NOT INCLUDE SPECIFIC STANDARDS OR DETAILS FOR A WORK ITEM, THE CONTRACTOR MUST REFER TO THE FOLLOWING SOURCES IN THE ORDER LISTED BELOW: ·MANUFACTURERS STANDARDS, DETAILS, AND RECOMMENDATIONS ·LOCAL MUNICIPAL STANDARDS ·STATE STANDARDS (INCLUDING BUT NOT LIMITED TO MASSACHUSETTS EROSION AND SEDIMENT CONTROL GUIDELINES FOR URBAN AND SUBURBAN AREAS, MASSDOT STANDARD DETAILS, AND MASS DOT CONSTRUCTION SPECIFICATIONS) ·FEDERAL STANDARDS EXISTING FEATURES AND UTILITIES NOTES (CONTINUED): 3.THE CONTRACTOR MUST NOTIFY THE OWNER/THE CEOR OF THE FINDINGS OF ALL INVESTIGATIONS AND OBTAIN WRITTEN APPROVAL/DIRECTION FROM THE OWNER/THE CEOR PRIOR TO START OF CONSTRUCTION. 4.ANY RESOLUTION OF ERRORS, DISCREPANCIES, OR DESIGN REVISIONS BY THE CONTRACTOR, UNLESS AUTHORIZED IN WRITING IN ADVANCE BY THE OWNER/THE CEOR, IS DONE AT THE CONTRACTOR'S RISK. WV GV WV WV UP 55-10 UP 55-9 21.3 21.3 21.5 22.1 22.4 22.7 23.2 D D D D D 20.6 21.5 21.8 21.721.721.8 21.0 22.1 22.1 21.6 21.3 20.6 20.721.8 21.6 21.922.3 22.0 21.6 23.2 22.7 21.8 21.5 22.1 21.1 21.822.121.1 22.423.724.2 25.4 24.9 23.2 23.1 23.0 22.3 UP 428-1 22.4 22.9 22.3 22.8 21.6 21.4 21.9 21.220.7 21.6 UP 428-2 UP 45A 20.3 19.9 20.5 20.3 19.8 GV 20.5 20.4 21.0 21.6 22.6 GV U UP 45-30 UP 45-28 UP 29 22.0 21.6 20.8 WV WV 21.4 20.3GV 18.1 19.6 19.3 20.0 21.5 21.0 21.9 21.5 20.5 21.2 UP XXXXG GGGG DDDDDD D DDDDDDDDD D D DD OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW OHWOHWOHWOHWOHWOHWOHWOHWOHWGGGGGGGGGG G G G G G G G GGGGG GGG G G G G G G GGGGG G G GG G G G G G GGGGGGGGGGGG SSSSSW W W W W W W W W W W W W W W W W W W W W W W W WWWW W W W W W W W W WWWWWWWWWWWWWWWW65,027 SF (1.49 AC) MAP 308 LOT 17 N79°06'16"E 233.05'S18°36'24"E204.66'R =22.69'T =20.00'D =082°47'50"L=32.79'S64°11'26"W 58.28'R =10 3 6.7 7' T =7 8.4 8 ' D =0 0 8 °3 9'3 0 " L =15 6.6 7'24.34' S72°50'56"WR=25 . 0 0'T=33 . 8 8'D=1 07° 0 9'21"L=46. 7 6 'N0°00'16"E152.34'20.15' S79°06'16"WN10°53'44"W95.48'N82°06'16"E 9.14' 195.20' CONCRETE BOUND FOUND/HELD ON LINE ANGLE IRON FOUND 0.75' SOUTHWEST OF CORNER N14°50'23"W154.05'272625 2 4 2322 22 21 2 0201918 2 0 2 1 21212122232418 192021 22 23 24 19 20 21 2 2 212222232421 25 26 27 28 29 BENCHMARK CUT NAIL IN UP 55-9 0.5' ABOVE GRADE ELEV.=25.01 BENCHMARK CUT NAIL IN UP 428-1 0.5' ABOVE GRADE ELEV.=22.39 BENCHMARK CUT NAIL IN LIGHT POLE 0.5' ABOVE GRADE ELEV.=22.51 2" CS2" CS2" CS2" CS 2" CS 2" CS 2" CS2" PECB RIM=23.3 INV.(A)=19.6 INV.(B)=CAPPED 12" RCPA B DMH RIM=23.6 BOTTOM=15.9 PIPES RECESSED CB RIM=22.9 INV.=CAPPED WATER=19.5 DMH RIM=23.2 INV.(A)=19.7 INV.(B)=19.6 INV.(C)=19.6 A B C 12" RCP 12 " R C P 12" RCPCB RIM=20.5 TOP OF PIPE=18.3 BOTTOM=16.8 12" RCP CB RIM=20.7 INV.CAPPED BOTTOM=15.3 DMH RIM=20.6 INV.(A)=16.7 INV.(B)=16.8 INV.(C)=16.8 12" RCP A BC12" RCP 12" RCPDMH RIM=20.9 INV.(A)=16.8 INV.(B)=16.9 INV.(C)=16.9 A B C CB RIM=20.6 INV.=18.6 BOTTOM=16.4 LEACHING CB RIM=19.2 INV.(A)=14.9 INV.(B)=15.2 30" RCP A B 24" RCP CB RIM=20.3 BOTTOM=15.7 LEACHING CB RIM=20.9 INV.=19.2 12 " METAL CB RIM=21.0 INV.(A)=16.4 INV.(B)=17.88 INV.(C)=16.5 A 24" RC P B C 24" RCP 12 " R C P DMH RIM=22.3 MH RIM=27.2 CONCRETE STAIRS GRASS PVC PIPE ELECTRIC SERVICE POST PVC PIPE PVC PIPE DIRT PILE DIRT WOODED DIRT DIRT DIRT STEVENS STREET(1965 TOWN LAYOUT -PUBLIC RIGHT OF WAY)MITCHELL WAY (1951 TOWN LAYOUT - PUBLIC RIGHT OF WAY)HOLMES LANE(40' WIDE PRIVATE RIGHT OF WAY)NORT H S T R E E T (PUBLI C RI G H T O F W A Y) NORTH STREE T (PUBLIC RIGHT O F W A Y ) MAP 308 LOT 254 N/F JOSEPH D. & DOLORES E. DALUZ MAP 308 LOT 13 N/F JOSE P. & CACILDA A. SANTOS MAP 308 LOT 19 N/F PRISTINE CAPE COD HOMES, INC.MAP 308 LOT 18 N/F WEST BAY PROPERTIES INC. ASPHALT SI D E W A L K GRANITE CU R B CONCRETE R E T A I N I N G W A L L GRANITE CU R B ASPHALT SI D E W A L K ASPHA L T B E R M ASPHA L T B E R M ASPHALT SIDEWALKDIRTROAD GRASS SIGN ASPHALT BERM A S P H A L T B E R M GRANITE CURBGRANITE CURBGRANITE CURBASPHALT SIDEWALKASPHALT SIDEWALKASPHALT SIDEWALKSTOCKADE FENCEROW OF ARBO R V I T A E ASPHALT BERM ASPHALT 8" PVCIRON ROD FOUND 0.3' SOUTHEAST OF CORNER NAIL FOUND 0.7' SOUTHWEST OF CORNER SIGN 1.5" PVC 200' RIVERBANK BUFFER 10" DI 10" PVC 6" CI8" PVC10" PVC 8" DI12" DIGV UP 45-27S U WV OHWOHW OHW OHW OHW OHW OHW G G G G GGW W W W W W 302928 2" CSCB RIM=27.2 CB RIM=27.5 MH RIM=29.8 NORTH STREET (PUBLIC RIGHT O F W A Y ) GRANITE CURBASPHALT SIDEWA L K ASPHALT SIDEWA L K ASPHALT SIDEWA L K GRANITE CURB CONCRETE RETAI N I N G W A L L 6" CI Not To ScaleLOCUS MAP Site SEE BELOWC1.0 GENERAL NOTES 1.THE PARCEL IS FOUND ON MAP 308, LOT 17 IN THE TOWN OF BARNSTABLE, BARNSTABLE COUNTY, MASSACHUSETTS. 2.THE OWNER PER DEED BOOK 30351, PAGE 194 IS 268 STEVENS STREET LLC. 3.THIS SITE IS LOCATED IN FEMA FLOOD ZONE X. REFERENCE FEMA FLOOD INSURANCE RATE MAP 25001C0568J, MAP REVISED JULY 16, 2014. THIS DESIGNATION MAY CHANGE BASED UPON REVIEW BY A FLOOD ZONE SPECIALIST OR BY THE RESULTS OF A COMPREHENSIVE FLOOD STUDY. 4.THE PARCEL IS ZONED DV BASED ON THE TOWN OF BARNSTABLE ONLINE GIS. ANY OVERLAY DISTRICTS, SPECIAL PERMITS OR VARIANCES SPECIFIC TO THIS SITE ARE NOT TAKEN INTO CONSIDERATION. PLEASE CONTACT THE ZONING DEPARTMENT FOR ANY ADDITIONAL INFORMATION OR FOR A CERTIFICATE OF ZONING. 5.THERE WERE NO CEMETERIES, GRAVE SITES AND OR BURIAL GROUNDS OBSERVED WITHIN THE LIMITS OF THE SURVEY. 6.FIELD SURVEY PERFORMED BY DIPRETE ENGINEERING ON JUNE 20, 2023. THIS PLAN REFLECTS ON THE GROUND CONDITIONS AS OF THAT DATE. 7.ELEVATIONS SHOWN HEREON, IN U.S. SURVEY FEET, ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88), AS DETERMINED BY DIPRETE ENGINEERING USING REAL TIME KINEMATIC G.P.S. OBSERVATIONS. 8.THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. DIPRETE ENGINEERING IS NOT RESPONSIBLE FOR ANY UNKNOWN OR UNRECORDED EASEMENTS, DEEDS OR CLAIMS THAT A TITLE REPORT WOULD DISCLOSE. 9.LOT IS SUBJECT TO A SEWER EASEMENT PER DEED BOOK 13128, PAGE 128 AND DEED BOOK 30298, PAGE 132. PLAN REFERENCES 1.PLAN BOOK 94, PAGE 49. 2.PLAN BOOK 161, PAGE 131. 3.PLAN BOOK 166, PAGE 95. 4.PLAN BOOK 193, PAGE 23. 5.PLAN BOOK 234, PAGE 77. 6.PLAN BOOK 246, PAGE 152. 7.PLAN BOOK 270, PAGE 100. 8.PLAN BOOK 368, PAGE 36. 9.PLAN BOOK 655, PAGE 3.Existing Conditions PlanLIST OF POSSIBLE ENCROACHMENTS ASPHALT BERM 16' OVER PROPERTY LINEA CERTIFICATION I CERTIFY THAT THIS ACTUAL SURVEY WAS MADE ON THE GROUND IN ACCORDANCE WITH THE RULES AND REGULATIONS AS STATED IN CMR 250 SECTION 6.00. UTILITY NOTES 1.ALL EXISTING UTILITIES DEPICTED ARE SHOWN ACCORDANCE WITH UTILITY QUALITY LEVEL D AS DEFINED IN CI/ASCE STANDARD 38-02 (STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA), LATEST REVISION. 2.ALL EXISTING UNDERGROUND UTILITIES SHOWN WERE PROVIDED BY OTHERS AND ARE APPROXIMATE ONLY. LOCATIONS MUST BE DETERMINED IN THE FIELD BEFORE EXCAVATION, BLASTING, UTILITY INSTALLATION, BACKFILLING, GRADING, PAVEMENT RESTORATION, AND ALL OTHER SITE WORK. ALL UTILITY COMPANIES, PUBLIC AND PRIVATE, MUST BE CONTACTED INCLUDING THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THESE DOCUMENTS. CONTACT DIG SAFE A MINIMUM OF 72 WORKING HOURS PRIOR TO ANY CONSTRUCTION AT 811. DIG SAFE IS RESPONSIBLE FOR CONTACTING MEMBER UTILITY COMPANIES. DIG SAFE MEMBER UTILITY COMPANIES ARE RESPONSIBLE TO MARK ONLY THE FACILITIES THAT THEY OWN OR MAINTAIN. NON DIG SAFE MEMBER COMPANIES ARE NOT NOTIFIED BY DIG SAFE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INVESTIGATE AND NOTIFY IF ANY PRIVATELY OWNED OR NON DIG SAFE MEMBER UTILITIES ARE IN THE AREA. 3.PER THE CODE OF FEDERAL REGULATIONS - TITLE 29, PART 1926 IT IS THE SITE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ACCURATE UNDERGROUND UTILITY LINE LOCATIONS FROM THE UTILITY COMPANIES, UTILITY OWNERS AND, OR VIA UNDERGROUND UTILITY LOCATION EQUIPMENT AS NEEDED TO ESTABLISH ACCURATE LOCATIONS PRIOR TO ANY EXCAVATION. THE USE OF PROFESSIONAL UTILITY LOCATING COMPANIES PRIOR TO ANY EXCAVATION IS RECOMMENDED. 4.DIPRETE ENGINEERING IS NOT A PROFESSIONAL UTILITY LOCATION COMPANY, AND IS NOT RESPONSIBLE FOR UNDERGROUND UTILITIES, DEPICTED OR NOT, EITHER IN SERVICE OR ABANDONED. ANY SIZES, LOCATIONS, EXISTENCE, OR LACK OF EXISTENCE OF UTILITIES SHOWN ON THESE PLANS SHOULD BE CONSIDERED APPROXIMATE UNTIL VERIFIED BY A PROFESSIONAL UTILITY LOCATION COMPANY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED. 5.UTILITY PLAN REFERENCES 5.1.WATER INFORMATION RECEIVED FROM THE TOWN OF BARNSTABLE. 5.2.SEWER INFORMATION RECEIVED FROM THE TOWN OF BARNSTABLE, PERMIT NO. 4085. 5.3.GAS INFORMATION OBTAINED FROM NATIONAL GRID. 5.4.DRAINAGE INFORMATION OBTAINED ON THE GROUND BY DIPRETE ENGINEERING. (SEE GENERAL NOTES FOR DATE OF FIELD SURVEY) 0 10' 20' 40' SCALE: 1"=20' PROPERTY LINE FENCEX RETAINING WALL STONE WALL NOW OR FORMERLYN/F ASSESSORS LINE MINOR CONTOUR LINE MAJOR CONTOUR LINE LIGHTPOST WATER VALVE B-1 WETLAND FLAG SEV SOIL EVALUATION TREE BOLLARD W WELL MONITORING WELL GAS VALVE UTILITY/POWER POLEUP E ELECTRIC MANHOLE GUY POLE D DRAINAGE MANHOLE DOUBLE CATCH BASIN CATCH BASIN FLARED END SECTION GUARDRAIL TREELINE BENCH MARK LEGEND RECORD(R) CHORD ANGLE(CA) UP LANDSCAPINGLC mw WV WATER LINEW SEWER LINES GAS LINEG ELECTRIC LINEE DRAINAGE LINED OVERHEAD WIRESOHW SEWER FORCE MAINSFM ASSESSOR'S PLATAP DRILL HOLE IRON ROD/PIPE HYDRANT SIGN POST S SEWER MANHOLE SEWER CLEANOUT BOUND NAIL/SPIKE U UNKNOWN MANHOLE HANDICAPPED HC DEED BOOK/PAGE123/1234 GV IRRIGATION VALVE 5 1 MA S T A T E P LA N E N AD 83z:\demain\projects\3300-001 stevens street 268\autocad drawings\3300-001-exco.dwg Plotted: 4/18/2024DiPrete EngineeringBoston Providence NewportSHEET PREPARED FOR:DE JOB NO: 3300-001 COPYRIGHT 2023 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTS OF 17 DATENO.0A.J.F.8/14/23EXISTING CONDITIONS PLANDESCRIPTIONBY:Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comMAP 308 LOT 171A.J.F.4/18/24EXISTING CONDITIONS PLANROBERT G. BABCOCK, PLS #49233 4/18/24 SEE ABOVEPLE A S A N T HILL L A N E (1961 T O W N L A Y O U T PUB L I C R I G H T O F W A Y ) CONCRETE BOUND FOUND/HELD A GV WV WV UP 55-10 UP 55-9 D D D D D UP 428-1 UP 428-2 UP UP 45-30 WV WV GV UP SEDIMENT TRAP A TOP ELEV=21.50 SPILLWAY ELEV=20.00 BOT ELEV=18.00 EX LEACHING CATCH BASIN AND DRAINAGE PIPE TO BE REMOVED AND PROPERLY DISPOSED EX LEACHING CATCH BASIN TO BE REMOVED EX SITE LIGHTS TO BE REMOVED AND PROPERLY DISPOSED (TYP) EX SIGN TO REMAIN IN PLACE EX DRIVEWAY TO BE REMOVED EX WATER SERVICE TO BE CUT BACK AND STUBBED AT WATER MAIN EX SEWER SERVICE TO BE CUT BACK AND PLUGGED EX DRIVEWAY TO BE REMOVED CONCRETE WASHOUT AREA STOCK PILE AREA FOR SALE SIGN TO BE REMOVED STEVENS STREET(VARIABLE W IDTH PUBL IC R IGHT OF WAY)NORTH STREET(VARIABLE WIDTH PUBLIC RIGHT OF WAY) MAP 308 LOT 19 N/F PRISTINE CAPE COD HOMES, INC. MAP 308 LOT 18 N/F WEST BAY PROPERTIES INC. 28 26 2426222 0202 0 18 22 22 24 22222 121 21 19 21 2325 23 192121 2325222927 22 23 242519 2224 2520 202224 2421181920 20212119 18222322 20 19 21 23 20SITE MAP 308 LOT 17 1.49 ACRES MITCHEL L S W A Y (VARIAB L E W I D T H P U B L I C R I G H T O F W A Y ) EX CONCRETE PAD TO BE REMOVED AND PROPERLY DISPOSED EX UTILITY POLE AND GUY WIRE TO REMAIN IN PLACE EX UTILITY POLE AND GUY WIRE TO REMAIN IN PLACE EX UTILITY POLE AND GUY WIRE TO REMAIN IN PLACE 2224 LIMITS OF INFILTRATION POND TO BE USED AS TEMPORARY SEDIMENT TRAP DURING CONSTRUCTION. BOTTOM OF TRAP MUST BE AT MINIMUM 2' ABOVE BOTTOM OF INFILTRATION POND. REMOVE SOILS AND SCARIFY A MINIMUM OF 1' PRIOR TO COMPLETION OF INFILTRATION POND. SEE INFILTRATION POND DETAIL.2224DiPrete EngineeringBoston Providence NewportZ:\DEMAIN\PROJECTS\3300-001 STEVENS STREET 268\AUTOCAD DRAWINGS\3300-001-PLAN.DWG Plotted: 2/18/2025DATENO.0J.M.F.DRAWN BY: J.A.R.11/29/2023SITE PLAN REVIEWDESIGN BY: B.A.C.DESCRIPTIONBY:THIS PLAN SET MUST NOT BE USED FOR CONSTRUCTION PURPOSESUNLESS STAMPED 'ISSUED FOR CONSTRUCTION' AND STAMPED BYA REGISTERED PROFESSIONAL ENGINEER OF DIPRETEENGINEERING.DIPRETE ENGINEERING ONLY WARRANTS PLANS ON A DIPRETEENGINEERING TITLE BLOCK STAMPED BY REGISTEREDPROFESSIONAL ENGINEER OF DIPRETE ENGINEERING. DIPRETEENGINEERING DOES NOT WARRANT PLANS BY ANY OTHER PARTY.THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS,METHODS, SAFETY PRECAUTIONS AND REQUIREMENTS, AND OSHACONFORMANCE IN THE IMPLEMENTATION OF THIS PLAN ANDDESIGN.EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATEONLY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FORDAMAGES INCURRED DUE TO LOCATIONS OF EXISTING UTILITIES.SHEET PREPARED FOR: OF L1.1Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comDE JOB NO: 3300-001 COPYRIGHT 2025 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTSMAP 308 LOT 171J.M.F.03/15/2024SITE PLAN REVIEW2J.A.R.04-19-2024RESPONSE TO COMMENTS2/19/2025 3J.A.R.05-31-2024REVISED PER TOWN STAFF COMMENTS4P.A.A.06-04-2024REVISED BUILDING NOTES5J.M.F.10-16-202450% PROGRESS SET6J.M.F.1-10-202580% PROGRESS SET7J.M.F.2-19-2025100% CONSTRUCTION DOCUMENTS0 10' 20' 40' SCALE: 1"=20' SOIL EROSION CONTROL LEGEND DIVERSION RUNOFF CONVEYANCE MEASURE (SWALE AND/OR BERM) INFILTRATING AREA (TO BE PROTECTED BY COMPOST SOCK OR SILT FENCE) EROSION CONTROL (COMPOST SOCK, SILT FENCE (MA STD 210.3.0, OR APPROVED EQUAL) LIMIT OF DISTURBANCE (NO SEDIMENT CONTROL) CONSTRUCTION ENTRANCE (MASSDOT STD) LIMIT OF DISTURBANCE (WITH SEDIMENT CONTROL) 308FINAL CONTOUR GRADE TEMPORARY SEDIMENT TRAP INLET SEDIMENT CONTROL TRIBUTARY AREA TO SESC BMP C2.0Soil Erosion & Sediment Control PlanNOT ALL ITEMS SHOWN WILL APPEAR ON PLANS GENERAL NOTES: 1.TEMPORARY SEDIMENT TRAPS SHALL MEET ALL REQUIREMENTS FOR TEMPORARY SEDIMENT TRAPS OUTLINED IN THE MASSACHUSETTS EROSION AND SEDIMENT CONTROL GUIDELINES FOR URBAN AND SUBURBAN AREAS (LATEST REVISION). 2.THE TEMPORARY SEDIMENT TRAP SHALL HAVE A MINIMUM STORAGE VOLUME OF 67 CUBIC YARDS PER ACRE OF CONTRIBUTING DRAINAGE AREA. 3.ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER. 4.THE OUTLET SPILLWAY SHALL BE LOCATED AT THE MOST DISTANT HYDRAULIC POINT FROM THE INLET. 5.THE OUTLET SPILLWAY SHALL CONSISTED OF HARD, ANGULAR, WELL-GRADED STONE MIXTURE WITH d50 OF 9 INCHES MINIMUM. INSIDE FACING OF SPILLWAY TO BE LINED WITH A 1-FOOT THICK OF 12 TO 34 INCH WASHED AGGREGATE. SEE DETAIL 6.TEMPORARY SEDIMENT TRAPS MUST OUTLET ONTO RIPRAP APRON 5 FEET LONG (MINIMUM) WITH FILTER FABRIC FOUNDATION. 7.MINIMUM WIDTH OF TOP OF EMBANKMENT IS 5 FEET. 8.MAXIMUM HEIGHT OF EMBANKMENT IS 5 FEET FROM OUTER EMBANKMENT TOE TO TOP OF EMBANKMENT. 9.SEDIMENT TRAPS ARE LIMITED TO A MAXIMUM CONTRIBUTING DRAINAGE AREA OF 5 ACRES, AND A STRUCTURE LIFE OF 2 YEARS. 10.ALL AREAS INCLUDING (BUT NOT LIMITED TO) STEEP SLOPE AREAS MAY REQUIRE RIPRAP OR OTHER PERMANENT/LOW MAINTENANCE EROSION CONTROL MEASURES SHOULD THEY NOT BE SATISFACTORILY STABILIZED WITHIN 72 HOURS FOLLOWING COMPLETION OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL SESC RECTIFICATION/REESTABLISHMENT MEASURES UNTIL THE SITE IS STABILIZED TO THE SATISFACTION OF THE SITE ENGINEER AND/OR GEOTECHNICAL ENGINEER. SEE SOIL EROSION AND SEDIMENTATION CONTROL NOTES ON SHEET C0.2. INSTALLATION NOTES: EMBANKMENT: ·CLEAR, GRUB AND STRIP ALL VEGETATION AND ROOT MAT FROM ANY PROPOSED EMBANKMENT AND OUTLET AREA. USE STABLE MINERAL SOIL FREE OF ROOTS, ROCKS, DEBRIS, ORGANIC MATERIAL AND OTHER OBJECTIONABLE MATERIAL. ·PLACE EMBANKMENT FILL IN 9-INCH LIFTS, MAXIMUM. THE FILL SHOULD BE COMPACTED BY ROUTING THE CONSTRUCTION EQUIPMENT SO THAT THE ENTIRE AREA OF THE FILL IS TRAVERSED BY AT LEAST ONE WHEEL OR TREAD TRACK OF THE EQUIPMENT. CONSTRUCT SIDE SLOPES 2:1 OR FLATTER (3:1 RECOMMENDED FOR BACKSLOPE TO IMPROVE STABILITY OF STONE SPILLWAY). ·OVERFILL EMBANKMENT TO 6 INCHES ABOVE DESIGN ELEVATION TO ALLOW FOR SETTLEMENT. OUTLET SECTION: ·EXCAVATE TRAPEZOIDAL STONE OUTLET SECTION FROM COMPACTED EMBANKMENT. ALLOW FOR THICKNESS OF STONE SIDE SLOPES (21 INCHES MINIMUM). ·INSTALL FILTER FABRIC UNDER STONE. EXTEND FABRIC UP THE SIDES TO THE TOP OF EMBANKMENT. PLACE SPECIFIED STONE TO LINES AND GRADES SHOW ON PLANS, WORKING THE SMALL STONES INTO THE VOIDS TO ACHIEVE A DENSE MASS. SPILLWAY CREST MUST BE LEVEL WITH MINIMUM DIMENSIONS SPECIFIED. MEASURE SPILLWAY DEPTH FROM THE HIGHEST STONES IN THE SPILLWAY TO THE DESIGN ELEVATION OF TOP OF EMBANKMENT. MINIMUM DEPTH IS 1.5 FEET. ·KEEP SIDES OF THE STONE OUTLET SECTION AT LEAST 21 INCHES THICK THROUGH THE LEVEL SECTION AND THE DOWNSTREAM FACE OF EMBANKMENT. ·EXTEND OUTLET APRON BEYOND TOE OF EMBANKMENT ON LEVEL GRADE UNTIL STABLE CONDITIONS ARE REACHED (5' MINIMUM). EDGES AND END OF THE STONE APRON SECTION MUST BE FLUSH WITH SURROUNDING GROUND. NO OVERFALL SHOULD EXIST. ·COVER INSIDE OF FACE OF STONE OUTLET SECTION WITH A 1-FOOT THICK LAYER OF 1/2 TO 3/4 INCH AGGREGATE. ·ALL EMBANKMENTS, EARTH SPILLWAYS, AND DISTURBED AREAS DOWNSTREAM FROM THE STRUCTURE SHOULD BE VEGETATED WITHIN 3 DAYS OF COMPLETION OF THE CONSTRUCTION OF THE STRUCTURE. STORAGE VOLUME 1 2 1 21.5'5' MIN up to 1 SPILLWAY WIDTH TRIBUTARY DRAINAGE AREA (ac) 1-2 2-3 3-4 4-5 MIN. BOTTOM WIDTH OF SPILLWAY (ft) 4.0 6.0 8.0 10.0 12.0 SEE TABLE SEDIMENT TRAP DIMENSIONS BOTTOM OF TRAP AREA (Ab) SURFACE AREA AT SPILLWAY (As) sq.ft sq.ft ft2.0 778.00 1,297.00 TRAP A DESIGN DEPTH (D) TRIBUTARY DRAINAGE AREA ac1.10 Temporary Sediment Trap Detail TOP OF ALL BANKS TO BE 5' WIDE MINIMUM MIN 21" THICK LAYER OF HARD, ANGULAR STONE MIX WITH d50 OF 9" MIN STONE SPILLWAY SEDIMENT STORAGE STAKE WITH MARKER SET AT 1/2 DESIGN DEPTH FILTER FABRIC. EXTEND TO TOP OF EMBANKMENT, ALL SIDES SURFACE AREA AT SPILLWAY (As) STABLE EX GRADE 1.5' MINIMUM SPILLWAY DEPTH TOP OF EMBANKMENT (TYP) STONE SPILLWAY FLOW BOTTOM OF TRAP AREA (2L x 1W RATIO OPTIMAL) STONE APRONFLOW INSIDE FACE LINED WITH 12" THICK LAYER OF 12 - 34" WASHED AGGREGATE FLOW FLOW DESIGNDEPTH(D)BOTTOM OF TRAP AREA (Ab) FLOW Riprap Swale NOTE: LIMITS OF INFILTRATION POND TO BE USED AS TEMPORARY SEDIMENT TRAP DURING CONSTRUCTION. BOTTOM OF TRAP MUST BE AT A MINIMUM 2' ABOVE BOTTOM OF INFILTRATION POND. REMOVE SOIL AND SCARIFY A MINIMUM OF 1' PRIOR TO COMPLETION OF INFILTRATION POND. VAN9 9 10 7 7 7 6 9 3 4 5 R2. 0 ' R 3 . 0 ' R2 . 0 'R1.0'R 3 . 0 'R2.0'R10.0'R10.0'R30.0 'R3.0'R3.0'R2.0'R2. 0 ' R2.0 'R2.0'R2.0 'R2.0'STEVENS STREET(VARIABLE W IDTH PUBL IC R IGHT OF WAY)NORTH STREET(VARIABLE WIDTH PUBLIC RIGHT OF WAY) MAP 308 LOT 254 N/F JOSEPH D. & DOLORES E. DALUZ MAP 308 LOT 13 N/F JOSE P. & CACILDA A. SANTOS MAP 308 LOT 19 N/F PRISTINE CAPE COD HOMES, INC. MAP 308 LOT 18 N/F WEST BAY PROPERTIES INC. SITE MAP 308 LOT 17 1.49 ACRES MITCHEL L S W A Y (VARIAB L E W I D T H P U B L I C R I G H T O F W A Y ) TRANSFORMER (TYP) MONOLITHIC CONCRETE CURB AND SIDEWALK (TYP) EXISTING DRIVEWAY ASPHALT TO BE REMOVED AND PROPERLY DISPOSED CMU DUMPSTER ENCLOSURE WITH CONCRETE DUMPSTER PAD INCLUDING 4" BOLLARDS (9 TOTAL). (SEE DETAILS ON SHEET C7.4) MAINTENANCE AND BIKE STORAGE. NO PART OF THE STRUCTURE, ABOVE OR BELOW GROUND, MAY BE INSTALLED BEYOND THE PROPERTY BOUNDARY. PRECAST CONCRETE CURB (TYP) 4' HIGH VINYL CHAIN LINK FENCE (OR APPROVED EQUAL) REDIROCK COBBLESTONE TEXTURE RETAINING WALL WITH FENCE MOUNTED AT THE TOP. FINAL DESIGN AND AESTHETICS TO BE COORDINATED WITH GEOR AND OWNER GRANITE CURB TO BE INSTALLED ALONG MITCHELL'S WAY FRONTAGE AND TO TIE INTO MITCHELL'S WAY EXISTING ROADWAY CURB EXISTING ASPHALT SIDEWALK ALONG FRONTAGE TO BE REPAVED WITH 5' ASPHALT SIDEWALK REDIROCK COBBLESTONE TEXTURE RETAINING WALL (OR APPROVED EQUAL) WITH FALL PROTECTION GUARDRAIL AND FENCE MOUNTED AT THE TOP FACING THE ABUTTING DRIVE AISLE TO THE NORTH. DESIGNED BY OTHERS (TYP). (SEE REDIROCK DETAILS ON SHEET C7.4) ADAS ADAR 107.6.0 107.6.0 12W 12W STOP SIGN (TYP) STOP SIGN (TYP) UNDERGROUND INFILTRATION SYSTEM (SEE DETAIL ON SHEET C6.0) INFILTRATION SYSTEM D (SEE DETAIL ON SHEET C6.2) INFILTRATION SYSTEM E (SEE DETAIL ON SHEET C6.2) INFILTRATION SYSTEM C (SEE DETAIL ON SHEET C6.1 SNOW STOCKPILE AREA (TYP) 4W SITE LIGHTING (TYP) SEE LIGHTING PLAN BY RAB LIGHTING DATED 1-7-2025 5' FLUSH CURB SECTION OUTDOOR PATIO AREA. SEE LANDSCAPE PLANS (SHEETS L1.0 & L1.1) 3 STEPS WITH HANDRAILS. STEP AND HANDRAIL DETAILS TO BE PROVIDED BY ARCH. 4' HIGH VINYL CHAIN LINK FENCE (OR APPROVED EQUAL) CURB TO BERM TRANSITION. SEE DETAIL ON SHEET C7.0. (TYP) 5' FLUSH CURB SECTION 11' FLUSH CURB SECTION 20' FLUSH CURB SECTION 2.5' FLUSH CURB SECTION APPROXIMATE LOCATION OF EXISTING DRIVE AISLE APPROXIMATE LOCATION OF EXISTING EDGE OF PAVEMENT APPROXIMATE LOCATION OF EXISTING EDGE OF PAVEMENT ADAV ADAR REDIROCK COBBLESTONE TEXTURE RETAINING WALL WITH BUILDING SIGNAGE MOUNTED ON THE WALL. DESIGNED BY OTHERS. FINAL DESIGN AND AESTHETICS TO BE APPROVED BY THE GEOR, OWNER AND ARCH. GRANITE CURBING TO BE INSTALLED ALONG STEVENS STREET FRONTAGE WHERE EXISTING DRIVEWAYS ARE BEING REMOVED TO TIE INTO EXISTING GRANITE CURBING. SEE DETAIL ON SHEET C7.0 (TYP) EXISTING ADA RAMP TO REMAIN IN PLACE INFILTRATION POND (SEE DETAIL ON SHEET C6.3) 5' WIDE PAVED WATERWAY SEDIMENT FOREBAY (SEE DETAIL ON SHEET C6.3) ANY EXISTING SIDEWALKS OR GRANITE CURBS DISTURBED/DAMAGED BY CONSTRUCTION ACTIVITIES WILL REQUIRE REPLACEMENT. ALL SIDEWALKS WITHIN THE PUBLIC RIGHT OF WAY WILL BE REQUIRED TO MEET ADA ACCESSIBILITY STANDARDS, HAVE A MINIMUM 5' WIDTH, AND BE CONSTRUCTED OF BITUMINOUS CONCRETE (ASPHALT). GRANITE CURBING WITHIN THE PUBLIC RIGHT OF WAY MUST BE VERTICAL GRANITE CURBING (VCG) MEETING VA4 STANDARD (TYP). PEDESTRIAN CROSSWALK. (SEE DETAIL ON SHEET C7.3) 107.6.0 107.6.5 (TYP) 107.6.5 REDIROCK COBBLESTONE TEXTURE RETAINING WALL (OR APPROVED EQUAL). FINAL DESIGN AND AESTHETIC TO BE APPROVED BY THE GEOR AND OWNER. PUMP STATION EASEMENT. SEE PUMP STATION PLANS BY ENVIRONMENTAL PARTNERS DATED NOVEMBER 2024. AREA = 928± SF PEDESTRIAN CROSSWALK. (SEE DETAIL ON SHEET C7.3)9.0'(TYP)19.0' (TYP) 24.0' (TYP) 24.0' (TYP) 5.0'24.0'(TYP)9.0'(TYP)9.0' (TYP)19.0'(TYP)6.6' 9.0' 61.8'9.0'(TYP)19.0' (TYP)9.0'(TYP)19.0' (TYP) RESIDENTIAL BUILDING 3 STORY 50 UNITS FOOTPRINT 18,370 SF +/- (GFA 54,340 SF) FFE= 25.00 R46.7'R3.0' R 3 . 0 'R3.0'R39.0' R15.0'R10.0'R10.0' R3.0' VGC6.5'R2. 0 ' R1.0'R3.0'10.6' 1 1. 1' 10.9'8.0'9.0'(TYP)8.0'8.0'8.0'6.0'8.0'8.0'10.0'56.2'1.2' 1.3' 1.2' 2.2' 0.7'6.0'6.0' 79.4' ADA RAMP WITH HANDRAILS TO BE COORDINATED & DESIGNED WITH ARCHITECT 3 STEPS. SEE ARCH PLANS - EXTERIOR STAIRS DETAIL. 2 STEPS WITH HANDRAILS. SEE ARCH PLANS - EXTERIOR STAIRS DETAIL.8.0' 6" BOLLARDS PAINTED MEDIUM GRAY (4 TOTAL) SEE DETAIL ON SHEET C7.1. (TYP)6.5'INFILTRATION SYSTEM A (SEE DETAIL ON SHEET C6.1) INFILTRATION SYSTEM B (SEE DETAIL ON SHEET C6.1) TANDEM PARKING SPACES (TYP) 3' TRANSITION CURB ADA VAN SIGN. SEE DETAIL ON SHEET C7.1. (TYP) ADA SIGN. SEE DETAIL ON SHEET C7.1. (TYP) FFE= 23.75 6'x9' CONCRETE PAD WITH BIKE RACK. SEE DETAIL ON SHEET C7.1. ADAR 10.0' ADAR R3.0' MCC VCC VCC VCC MCC VCC VCC MCC MCC MCC 3' TRANSITION CURB 3' TRANSITION CURB 3' TRANSITION CURB 3' TRANSITION CURB 3' TRANSITION CURB 3' TRANSITION CURB 3' TRANSITION CURB VCC CWK VGC VGC UP TO PROPERTY LINE VGCVGC TO TOP OF RAMP VGC DiPrete EngineeringBoston Providence NewportZ:\DEMAIN\PROJECTS\3300-001 STEVENS STREET 268\AUTOCAD DRAWINGS\3300-001-PLAN.DWG Plotted: 2/18/2025DATENO.0J.M.F.DRAWN BY: J.A.R.11/29/2023SITE PLAN REVIEWDESIGN BY: B.A.C.DESCRIPTIONBY:THIS PLAN SET MUST NOT BE USED FOR CONSTRUCTION PURPOSESUNLESS STAMPED 'ISSUED FOR CONSTRUCTION' AND STAMPED BYA REGISTERED PROFESSIONAL ENGINEER OF DIPRETEENGINEERING.DIPRETE ENGINEERING ONLY WARRANTS PLANS ON A DIPRETEENGINEERING TITLE BLOCK STAMPED BY REGISTEREDPROFESSIONAL ENGINEER OF DIPRETE ENGINEERING. DIPRETEENGINEERING DOES NOT WARRANT PLANS BY ANY OTHER PARTY.THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS,METHODS, SAFETY PRECAUTIONS AND REQUIREMENTS, AND OSHACONFORMANCE IN THE IMPLEMENTATION OF THIS PLAN ANDDESIGN.EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATEONLY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FORDAMAGES INCURRED DUE TO LOCATIONS OF EXISTING UTILITIES.SHEET PREPARED FOR: OF L1.1Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comDE JOB NO: 3300-001 COPYRIGHT 2025 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTSMAP 308 LOT 171J.M.F.03/15/2024SITE PLAN REVIEW2J.A.R.04-19-2024RESPONSE TO COMMENTS2/19/2025 3J.A.R.05-31-2024REVISED PER TOWN STAFF COMMENTS4P.A.A.06-04-2024REVISED BUILDING NOTES5J.M.F.10-16-202450% PROGRESS SET6J.M.F.1-10-202580% PROGRESS SET7J.M.F.2-19-2025100% CONSTRUCTION DOCUMENTS0 10' 20' 40' SCALE: 1"=20' C3.0 DEVELOPMENT DATA: TOTAL SITE AREA:1.49± ACRES TOTAL NUMBER OF BUILDINGS:1 TOTAL NUMBER OF UNITS:50 1 BEDROOM:18 2 BEDROOM:27 3 BEDROOM:5 LOT COVERAGE:80% DIMENSIONAL REGULATIONS: CURRENT ZONING:DV (DOWNTOWN VILLAGE DISTRICT) REQUIRED PROVIDED MINIMUM LOT AREA:40,000 SF 65,027 SF MINIMUM FRONTAGE AND LOT WIDTH:0'360' MINIMUM FRONT AND CORNER SIDE YARD:0'0.7' MINIMUM REAR YARD:0'56.2' MAXIMUM NUMBER OF STORIES:4 3 MAXIMUM LOT COVERAGE:80%80% PARKING REGULATIONS: PARKING USE:DWELLING, MULTIFAMILY PARKING REQUIREMENT:1 SPACE PER UNIT BUILDING SQUARE FOOTAGE (GFA):54,340 SF REQUIRED PARKING CALCULATIONS:50 UNITS X 1 SPACE = 50 SPACES TOTAL PARKING SPACES PROVIDED:76 SPACES ADA PARKING REQUIREMENT:4 SPACE ADA PARKING INCLUDED IN TOTAL SPACES:4 SPACES Site Layout PlanSIGNAGE SCHEDULE SIGN TYPE DETAIL MUTCD REFERENCE COLOR (BACKGROUND/COPY) DIMENSION (WIDTH x HEIGHT) MOUNTING HEIGHT (CLEAR HEIGHT TO BOTTOM OF SIGN) # OF SIGNS STOP R1-1 RED/WHITE 30" X 30"7'-0"2 ACCESSIBLE PARKING R7-8 WHITE/BLUE/GREEN 12" X 18"SEE DETAIL SHEETS 4 VAN ACCESSIBLE PARKING R7-8P WHITE/GREEN 12" X 6"SEE DETAIL SHEETS 1 STOP VAN ACCESSIBLE 4W SITE CALLOUTS LEGEND 107.6.4 CWK ADAS ADAV 12W STOP LINE (REFERENCE MUTCD SECTION 3B.16) CROSSWALK PAVEMENT MARKINGS. SOLID 2' WHITE LINES SPACED 4' OC (REFERENCE MUTCD SECTION 3B.18) MASSDOT STD "T" INTERSECTION WHEELCHAIR RAMP 4" EPOXY RESIN WHITE MARKINGS VAN ADA SPACE PAVEMENT MARKINGS MUST COMPLY WITH ALL ADA AND MUTCD REGULATIONS AND REQUIREMENTS. ADA SPACE PAVEMENT MARKINGS MUST COMPLY WITH ALL ADA AND MUTCD REGULATIONS AND REQUIREMENTS. ADAR ADA CURB RAMP MUST COMPLY WITH ALL ADA REGULATIONS AND REQUIREMENTS. 107.6.0 106.3.0 MASSDOT STD METHOD OF SETTING VERTICAL CURB MASSDOT STD WHEELCHAIR RAMP FOR ONE CONTINUOUS DIRECTION OF PEDESTRIAN TRAVEL NOT ALL ITEMS SHOWN WILL APPEAR ON PLANS VGC VERTICAL GRANITE CURB (MASSDOT STD OR APPROVED EQUAL) MCC VCC VERTICAL CONCRETE CURB (PRE CAST MASSDOT STD OR APPROVED EQUAL) MONOLITHIC CONCRETE CURB (SEE DETAIL) HYD VANGV WV WV UP 55-10 UP 55-9 D D D D D UP 428-1 UP 428-2 UP 45A GV WV WV GV UP SEV DTH 23-4 GWT= 47" SEV DTH 23-2 GWT= 59" SEV DTH 23-1 GWT= 59" SEV DTH 23-8 GWT= 76" SEV DTH 23-6 GWT= 50" SEV DTH 23-7 GWT= 76" SEV DTH 23-5 GWT= 76" PT IT 23-2 SEV DTH 23-3 GWT= 59" PT IT 23-3 STEVENS STREET(VARIABLE W IDTH PUBL IC R IGHT OF WAY)NORTH STREET(VARIABLE WIDTH PUBLIC RIGHT OF WAY) MAP 308 LOT 254 N/F JOSEPH D. & DOLORES E. DALUZ MAP 308 LOT 13 N/F JOSE P. & CACILDA A. SANTOS MAP 308 LOT 19 N/F PRISTINE CAPE COD HOMES, INC. MAP 308 LOT 18 N/F WEST BAY PROPERTIES INC. 24.31 24.31 TC:23.66 BC:23.16 TC:23.66 BC:23.16 23.92 24.07 24.07 22.61 17 . 5 019.50BLDG INV-46 INV OUT=23.00(45) 23.54 25.26 23.51 24.49 24.49 23.54 TC:24.28 BC:23.78 TC:24.28 BC:23.78 TC:24.66 BC:24.16 TC:24.66 BC:24.16 23.51 TC:23.86 BC:23.36 23.40 TC:24.28 BC:23.78 23.27 23.32 24.31 TC:24.28 BC:23.78 TC:23.34 BC:22.84 TC:23.33 BC:22.83 TC:23.11 BC:22.61 23.61 TC:23.91 BC:23.41 22.77 TC:23.41 BC:22.91 TC:23.37 BC:22.87TC:22.03 BC:21.53 TC:22.70 BC:22.20 22.71 20.50 20.85 22.22 24.25 23.46 23.50 24.49 23.69 SSS28 26 2426222 0202 0 18 22 22 24 22222 121 21 19 21 2325 23 1921212325222927 22 23 242519 2224 2520 202224 2421181920 20212119 18222322 20 19 21 23 20SITE MAP 308 LOT 17 1.49 ACRES MITCHEL L S W A Y (VARIAB L E W I D T H P U B L I C R I G H T O F W A Y ) UNDERGROUND INFILTRATION SYSTEM STORMTECH SC-310 6 ROWS X 9 CHAMBERS (SEE DETAIL ON SHEET C6.0) INFILTRATION SYSTEM A (SEE DETAIL ON SHEET C6.1) INFILTRATION SYSTEM B (SEE DETAIL ON SHEET C6.1) INFILTRATION SYSTEM D (SEE DETAIL ON SHEET C6.2) INFILTRATION SYSTEM C (SEE DETAIL ON SHEET C6.1) EMERGENCY OVERFLOW 24" NYLOPLAST DRAIN BASIN FOR EMERGENCY OVERFLOW (4 TOTAL- TYP) EMERGENCY OVERFLOW EMERGENCY OVERFLOW 11' FLUSH CURB SECTION 5' FLUSH CONCRETE CURB SECTION WITH 3' TRANSITION CURBS 5' FLUSH CONCRETE CURB SECTION 2.5' FLUSH CURB SECTION 3 STEPS. SEE ARCH PLANS - EXTERIOR STAIRS DETAIL CURB TO BERM TRANSITION. SEE DETAIL ON SHEET C7.0. (TYP) RETAINING WALL WITH FENCE MOUNTED AT THE TOP RETAINING WALL WITH FALL PROTECTION GUARDRAIL AND FENCE MOUNTED AT THE TOP FACING THE ABUTTING DRIVE AISLE TO THE NORTH. INFILTRATION POND (SEE DETAIL ON SHEET C6.3) SEDIMENT FOREBAY (SEE DETAIL ON SHEET C6.3) 5' WIDE PAVED WATERWAY INFILTRATION SYSTEM E (SEE DETAIL ON SHEET C6.2) MAINTENANCE SUMP CLEANOUT ELEVATOR SUMP AND OIL WATER SEPARATOR DISCHARGE. OIL WATER SEPARATOR TO BE PROVIDED AND COORDINATED WITH MEP PROVIDE MANHOLE AT ANY ROOF DRAIN CONNECTION POINT CLEANOUT RESIDENTIAL BUILDING 3 STORY 50 UNITS FOOTPRINT 18,370 SF +/- (GFA 54,340 SF) FFE= 25.00 TW=29.3 BW=26.1 TW=24.9 BW=24.5 TW=26.8 BW=25.3 BW=20.0 TW=21.5 DB-7 RIM=24.31 DB-10 RIM=23.50 DB-8 RIM=23.22 DB-11 RIM=22.79 LEACHING CB-17 (6' DIA) RIM=20.90 LEACHING CB-21 (6' DIA) RIM=20.45 LEACHING CB-19 (6' DIA) RIM=19.51 2223.95 23.63 22.00 24.50 24.50 22.00 24.50 24.50 6" HDPE 27 LF S=1.00% 6" HDPE 27 LF S=1.00% FFE= 23.75 LEACHING CB-30 (6' DIA) RIM=22.89 INV IN=20.32(90) 24 ROOF DISCHARGE VIA DOWNSPOUTS DIRECTED TOWARDS INFILTRATION SYSTEM A SINGLE ROOF LEADER DISCHARGE INTO LEACHING CB-30 CLEANOUT CLEANOUT BLDG ROOF DRAIN-2 INV OUT=21.00(93) BLDG ROOF DRAIN-94 INV OUT=21.00(95) BLDG ROOF DRAIN-99 INV OUT=21.00(100) DB-104 RIM=24.74 INV IN=22.68(111) INV OUT=22.52(102) 24.50 23.40 23.46 SEE INSET C ON THIS SHEETSSEE INSET B ON THIS SHEET 24.41 23.87 23.87 24.36 24.35 23.78 TC:24.28 BC:23.78 TC:24.32 BC:23.82 TC:24.38 BC:23.88 DB-111 RIM=24.71 INV OUT=22.87(104) TC:23.32 BC:22.82 23.49 22SEE INSET A ON THIS SHEET 23.81 SSSSSS24.50 TC:20.87 BC:20.37 LEACHING CB-15 (6' DIA) RIM=20.18 SEE INSET D ON THIS SHEET 24.50 4" DIA. RETAINING WALL DRAIN. FINAL LOCATION AND INVERT TO BE DETERMINED. CONTRACTOR TO SUBMIT SHOP DRAWINGS. 23.54 24.07 24.49 23.92 24.07 23.37 24.07 23.54 24.07 23.12 24.35 23.6424 21 223 STEPS WITH HANDRAILS. SEE ARCH PLANS - EXTERIOR STAIRS DETAIL ADA RAMP WITH CURBS ON BOTH SIDES AND HANDRAILS. HANDRAIL LOCATION AND DETAILS PER ARCH PLANS. (GFA 54,340 SF) 22 22.04 21.94 24.85 24.88 22.01 21.95 BW=22.1 2224.82 24.82 TC:23.24 BC:22.74 BW=22.1 22.55 22.84 22.80 21.96 RETAINING WALL WITH BUILDING SIGNAGE. TOP OF WALL & SIGNAGE TO BE DETERMINED BY THE ARCHITECT & COORDINATED WITH THE OWNER. CONTRACTOR TO SUBMIT SHOP DRAWINGS. 23.00 TC:23.34 BC:22.84 TC:23.37 BC:22.87 TC:23.28 BC:22.78 24.86 TC:24.89 BC:24.39 24.86 22.63 22.50 22.57 22.35 22.04 22.01 23.51 23.66 TC:24.00 BC:23.50 TC:24.08 BC:23.58 TC:24.83 BC:24.33 TC:24.89 BC:24.39 TC:24.84 BC:24.34 TC:24.14 BC:23.64 TC:24.81 BC:24.31 CONCRETE TRANSITION CURBS VERTICAL CONCRETE CURB (typ) BW=22.5 BW=22.2 BW=22.4 TC:23.99 BC:23.49 TC:23.98 BC:23.48 TC:24.09 BC:23.59 TC:23.30 BC:22.80 TC:23.26 BC:22.76 UP 55-9 D D 24.32 23 24 23.00 23.64 TC:23.57 BC:23.07 TC:24.12 BC:23.62 TC:24.12 BC:23.62 23.67 23.66 TC:23.65 BC:23.15 23.69 23.69 FFE= 23.75 FP ROOM FFE=24.25 (SEE ARCH PLANS) 24 23.71 22.55 22.59 22.51 22.66 24.18 TC:24.12 BC:23.62 23.75 23.64 24.1824.18 22.55 22.59 22.58 22.43 22.45 22.62 22.61 22.78 22.70 23.42 23.34 23.49 23.45 24.00 23.50 23.50 23.75 24.73 2 STEPS. SEE ARCH PLANS - EXTERIOR STAIRS DETAIL2223.39 23.89 TC:24.01 BC:23.51 23.55 23.16 23.12 23.37 23.20 23.16 TC:23.81 BC:23.31 23.12 22 23 23.54 23.20 24.50 23.24 23.17 23.24 23.12 FLUSH CONCRETE CURB SECTION TC:23.72 BC:23.22 TC:23.91 BC:23.41 23.92 24.00 23.99 23.24 23.25 23.90 23.99 23.99 3' TRANSITION CURB 23.17 23.48 TC:24.04 BC:23.54 23.45 23.59 23.58 23.54 23.78 23.15 23.02 23.56 23.55 23.25 23.23 TC:21.77 BC:21.27 TC:19.62 BC:19.12 TC:20.24 BC:19.74 1919 20 BW=18.8 TW=19.8 TW=21.0 22.00 TC:20.74 BC:20.24 TC:19.02 BC:18.52 20.46 18.79 18.70 18.29 18.20 18.84 18.89 18.89 19.70 19.83 19.74 21.50 21.50 TC:19.63 BC:19.13 TC:19.75 BC:19.25 TC:18.51 BC:18.01 21.70 21.70 21.77 TC:18.92 BC:18.42 18.95 18.81 DiPrete EngineeringBoston Providence NewportZ:\DEMAIN\PROJECTS\3300-001 STEVENS STREET 268\AUTOCAD DRAWINGS\3300-001-PLAN.DWG Plotted: 2/18/2025DATENO.0J.M.F.DRAWN BY: J.A.R.11/29/2023SITE PLAN REVIEWDESIGN BY: B.A.C.DESCRIPTIONBY:THIS PLAN SET MUST NOT BE USED FOR CONSTRUCTION PURPOSESUNLESS STAMPED 'ISSUED FOR CONSTRUCTION' AND STAMPED BYA REGISTERED PROFESSIONAL ENGINEER OF DIPRETEENGINEERING.DIPRETE ENGINEERING ONLY WARRANTS PLANS ON A DIPRETEENGINEERING TITLE BLOCK STAMPED BY REGISTEREDPROFESSIONAL ENGINEER OF DIPRETE ENGINEERING. DIPRETEENGINEERING DOES NOT WARRANT PLANS BY ANY OTHER PARTY.THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS,METHODS, SAFETY PRECAUTIONS AND REQUIREMENTS, AND OSHACONFORMANCE IN THE IMPLEMENTATION OF THIS PLAN ANDDESIGN.EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATEONLY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FORDAMAGES INCURRED DUE TO LOCATIONS OF EXISTING UTILITIES.SHEET PREPARED FOR: OF L1.1Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comDE JOB NO: 3300-001 COPYRIGHT 2025 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTSMAP 308 LOT 171J.M.F.03/15/2024SITE PLAN REVIEW2J.A.R.04-19-2024RESPONSE TO COMMENTS2/19/2025 3J.A.R.05-31-2024REVISED PER TOWN STAFF COMMENTS4P.A.A.06-04-2024REVISED BUILDING NOTES5J.M.F.10-16-202450% PROGRESS SET6J.M.F.1-10-202580% PROGRESS SET7J.M.F.2-19-2025100% CONSTRUCTION DOCUMENTS0 5' 10' 20' SCALE: 1"=10' C4.0Grading & Drainage PlanINSET B 0 10' 20' 40' SCALE: 1"=20' 0 5' 10' 20' SCALE: 1"=10'INSET B 0 5' 10' 20' SCALE: 1"=10'INSET A 0 5' 10' 20' SCALE: 1"=10'INSET D HYD VANWV GV WV WV UP 55-10 UP 55-9 D D D D D UP 428-1 UP 428-2 UP 45A GV UP 45-30 UP 29 WV WV GV UP STEVENS STREET(VARIABLE W IDTH PUBL IC R IGHT OF WAY)NORTH STREET(VARIABLE WIDTH PUBLIC RIGHT OF WAY)MAP 308 LOT 254 N/F JOSEPH D. & DOLORES E. DALUZ MAP 308 LOT 13 N/F JOSE P. & CACILDA A. SANTOS MAP 308 LOT 19 N/F PRISTINE CAPE COD HOMES, INC. MAP 308 LOT 18 N/F WEST BAY PROPERTIES INC. DMH-27 RIM=23.66 INV IN=20.33(93) INV OUT=20.33(4) INV OUT=20.33(34) SMH-22 RIM=23.14 INV IN=16.76(121) INV OUT=16.66(53) 8" PVC 5 LF S=1.50% BLDG SEWER-20 INV OUT=19.00(121)SSS8" PVC 82 LF S=1.65% 8" PVC 24 LF S=1.72% Sewer Stub-55 INV IN=14.80(53) SMH-53 RIM=20.20 INV IN=15.31(22) INV OUT=15.21(55) SITE MAP 308 LOT 17 1.49 ACRES MITCHEL L S W A Y (VARIAB L E W I D T H P U B L I C R I G H T O F W A Y ) RESIDENTIAL BUILDING 3 STORY 50 UNITS FOOTPRINT 18,370 SF +/- (GFA 54,340 SF) FFE= 25.00 6" CLDIP FIRE SERVICE CONNECTION (FINAL SIZING TO BE DETERMINED BY FIRE SUPPRESSION ENGINEER AND COORDINATED WITH WATER AUTHORITY) APPROXIMATE LOCATION OF EXISTING WATER MAIN ON STEVENS STREET. CONTRACTOR TO FIELD VERIFY LOCATION OF WATER MAIN AND REPORT BACK TO CEOR OF ANY DISCREPANCIES TO THE PLANS. UNDERGROUND INFILTRATION SYSTEM STORMTECH SC-310 6 ROWS X 9 CHAMBERS (SEE DETAIL ON SHEET C6.0) INFILTRATION SYSTEM A (SEE DETAIL ON SHEET C6.1) INFILTRATION SYSTEM D (SEE DETAIL ON SHEET C6.2) INFILTRATION SYSTEM E (SEE DETAIL ON SHEET C6.2) INFILTRATION SYSTEM B (SEE DETAIL ON SHEET C6.1) INFILTRATION SYSTEM C (SEE DETAIL ON SHEET C6.1) ELECTRICAL, CABLE, AND DATA CONNECTION. SEE ELECTRICAL PLANS BY OTHERS. CONTRACTOR TO COORDINATE CONNECTION WITH TOWN OF BARNSTABLE MUNICIPALITY, UTILITY COMPANY AND OWNER. TAPPING SLEEVE AND GATE VALVE PER BARNSTABLE WATER REGULATIONS (TYP). SEE DETAIL ON SHEET C7.2. WATER VALVE (TYP) SITE LIGHT. SEE LIGHTING PLAN BY RAB LIGHTING DATED 1-7-2025 (TYP) CHARGEPOINT EV CHARGERS (OR APPROVED EQUAL) 1 CHARGER FOR 2 PARKING SPACES. CHARGERS TO BE PROVIDED BY NUWAVE ENERGY SOLUTIONS. CONDUITS TO BE COORDINATED WITH MEP. (TYP) 4" CLDIP DOMESTIC WATER SERVICE CONNECTION (TYP) UNDERGROUND ELECTRIC, CABLE AND DATA SERVICE. SEE ELECTRICAL PLAN BY MEP. (TYP)INFILTRATION POND (SEE DETAIL ON SHEETC6.3) TRANSFORMER PER EVERSOURCE REQUIREMENTS. OWNER TO COORDINATE FINAL LOCATION AND CLEARANCES WITH EVERSOURCE, AND TOWN OF BARNSTABLE, PRIOR TO CONSTRUCTION SEDIMENT FOREBAY (SEE DETAIL ON SHEETC6.3) CUT AND CAP EXISTING WATER SERVICE AT WATER MAIN ELECTRICAL SERVICE TO THE MAINTENANCE BUILDING. SEE MEP PLANS BY OTHERS SEWER FORCE MAIN TO BE INSTALLED BY THE TOWN OF BARNSTABLE PER ENVIRONMENTAL PARTNERS PUMP PLANS DATED NOVEMBER 2024 VALVE VAULT TO BE INSTALLED BY THE TOWN OF BANSTABLE PER ENVIRONMENTAL PARTNERS PUMP PLANS DATED NOVEMBER 2024 SEWER MANHOLE, PIPES, AND STUBS FOR FUTURE CONNECTION TO BE INSTALLED BY THE TOWN OF BARNSTABLE PER ENVIRONMENTAL PARTNERS PUMP PLANS DATED NOVEMBER 2024 PUMP STATION EASEMENT TO BE FURTHER COORDINATED WITH THE TOWN AND PUMP DESIGNER AREA = 928± SF CONCRETE PAD FOR GENERATOR TO BE INSTALLED BY THE TOWN OF BARNSTABLE PER ENVIRONMENTAL PARTNERS PUMP PLANS DATED NOVEMBER 2024 PUMP STATION AND ASSOCIATED CONNECTIONS INCLUDING BUT NOT LIMITED TO; STRUCTURES, PIPES, GENERATOR, EASEMENT AND BOLLARD PROTECTION TO BE INSTALLED BY THE TOWN OF BARNSTABLE PER PUMP LAYOUT PLAN BY ENVIRONMENTAL PARTNERS DATED NOVEMBER 2024 SEWER LINE TO BE WATERTIGHT SLEEVED. CONTRACTOR TO SUBMIT SHOP DRAWINGS. FUTURE TOWN SEWER CONNECTIONS TO BE INSTALLED BY THE TOWN OF BARNSTABLE PER ENVIRONMENTAL PARTNERS PUMP PLANS DATER MAY 2024. FINAL LOCATION AND DESIGN TO BE FURTHER COORDINATED WITH THE TOWN OF BARNSTABLE. EX UTILITY POLE AND GUY WIRE TO REMAIN IN PLACE EX UTILITY POLE AND GUY WIRE TO REMAIN IN PLACE FFE= 23.75 SOFFSITE PUMP STATION AND ASSOCIATED COMPONENTS TO BE CONSTRUCTED BY OTHERS. SEE OFFSITE PUMP PLANS PREPARED BY ENVIROMENTAL PARTNERS. FINAL INVERT ELEVATION MUST BE CONFIRMED AND COORDINATED WITH CEOR PRIOR TO THE START OF INSTALLING ANY SEWER NETWORK COMPONENTS. 1 12" DOMESTIC TO SERVICE MAINTENANCE BUILDING. SEE MEP PLANS BY OTHERS BLDG SEWER-113 INV OUT=22.00(114) BLDG SEWER-118 INV IN=21.40(116) 1.5" CLDIP DOMESTIC WATER SERVICE CONNECTION. WATER TO MAINTENANCE BUILDING IS PROVIDED BY THE MAIN BUILDING (SEE ARCH PLANS) 1 14" GAS SERVICE TO PATIO AREA. SEE ARCH PLANS 2" GAS SERVICE. CONTRACTOR TO COORDINATE EXACT LOCATION OF MAIN AND BUILDING CONNECTION WITH GAS COMPANY. MAINTENANCE AND BIKE STORAGE. NO PART OF THE STRUCTURE, ABOVE OR BELOW GROUND, MAY BE INSTALLED BEYOND THE PROPERTY BOUNDARY.SSSSSS4" PVC 4 LF S=1.04% 4" PVC 42 LF S=1.04% 4" PVC 4 LF S=2.96% INSULATED PVC SEWER PIPE 8" PVC 136 LF S=1.59% SEWER LINE TO BE WATERTIGHT SLEEVED. CONTRACTOR TO SUBMIT SHOP DRAWINGS. HYDRANT OFFSET FROM SIDEWALK PER TOWN OF BARNSTABLE SPECIFICATIONS. SEE DETAIL ON SHEET 12. CO-121 INV IN=18.93(20) INV OUT=18.92(22) 6" CLEANOUT WITH BRONZE COVER. CONTRACTOR TO SUBMIT SHOP DRAWINGS.DiPrete EngineeringBoston Providence NewportZ:\DEMAIN\PROJECTS\3300-001 STEVENS STREET 268\AUTOCAD DRAWINGS\3300-001-PLAN.DWG Plotted: 2/18/2025DATENO.0J.M.F.DRAWN BY: J.A.R.11/29/2023SITE PLAN REVIEWDESIGN BY: B.A.C.DESCRIPTIONBY:THIS PLAN SET MUST NOT BE USED FOR CONSTRUCTION PURPOSESUNLESS STAMPED 'ISSUED FOR CONSTRUCTION' AND STAMPED BYA REGISTERED PROFESSIONAL ENGINEER OF DIPRETEENGINEERING.DIPRETE ENGINEERING ONLY WARRANTS PLANS ON A DIPRETEENGINEERING TITLE BLOCK STAMPED BY REGISTEREDPROFESSIONAL ENGINEER OF DIPRETE ENGINEERING. DIPRETEENGINEERING DOES NOT WARRANT PLANS BY ANY OTHER PARTY.THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS,METHODS, SAFETY PRECAUTIONS AND REQUIREMENTS, AND OSHACONFORMANCE IN THE IMPLEMENTATION OF THIS PLAN ANDDESIGN.EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATEONLY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FORDAMAGES INCURRED DUE TO LOCATIONS OF EXISTING UTILITIES.SHEET PREPARED FOR: OF L1.1Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comDE JOB NO: 3300-001 COPYRIGHT 2025 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTSMAP 308 LOT 171J.M.F.03/15/2024SITE PLAN REVIEW2J.A.R.04-19-2024RESPONSE TO COMMENTS2/19/2025 3J.A.R.05-31-2024REVISED PER TOWN STAFF COMMENTS4P.A.A.06-04-2024REVISED BUILDING NOTES5J.M.F.10-16-202450% PROGRESS SET6J.M.F.1-10-202580% PROGRESS SET7J.M.F.2-19-2025100% CONSTRUCTION DOCUMENTS0 10' 20' 40' SCALE: 1"=20' C5.0Utilities Plan HYD VAND D D D SEV SEV DTH 23-1 GWT= 59" SEV DTH 23-8 GWT= 76" SEV DTH 23-6 GWT= 50" SEV DTH 23-7 GWT= 76" SEV DTH 23-5 GWT= 76" PT IT 23-2 SEV DTH 23-3 GWT= 59" PT IT 23-3 STEVENS STREET(VARIABLE W IDTH PUBL IC R IGHT OF WAY) 6" HDPE 2 LF S=3.00%S242222 24 222 121 21 23 2323 242224 2224 2423 RESIDENTIAL BUILDING 3 STORY 50 UNITS FOOTPRINT 18,370 SF +/- (GFA 54,340 SF) FFE= 25.00 IN-QP-4 INV IN=20.33(27) BLDG ROOF DRAIN-2 INV OUT=21.00(93) DMH-27 (MAINTENANCE MH) RIM=23.66 INV IN=20.33(93) INV OUT=20.33(4) INV OUT=20.33(34)2267.3'21.5' FFE= 23.75 24 6" HDPE 21 LF S=2.92% BLDG ROOF DRAIN-94 INV OUT=21.00(95) 6" HDPE 3 LF S=1.00% 6" HDPE 30 LF S=1.26% IN-QP-97 INV IN=20.60(95) 12" HDPE 11 LF S=1.00%S22SSSSSS23.46 23.69 24.25 23.50 6" HDPE 25 LF S=2.50% DB-104 RIM=24.74 INV IN=22.68(111) INV OUT=22.52(102) BLDG INV-46 INV OUT=23.00(45) 6" HDPE 20 LF S=1.76% 6" HDPE 33 LF S=1.76% 6" HDPE 2 LF S=1.26%8" HDPE 31 LF S=1.60% 8" HDPE 2 LF S=1.50% BLDG ROOF DRAIN-99 INV OUT=21.00(100) 6" HDPE 19 LF S=1.00% DB-111 RIM=24.71 INV OUT=22.87(104) LEACHING CB-30 (6' DIA) RIM=22.89 INV IN=20.32(90) CO-93 INV IN=20.93(2) INV OUT=20.93(27) CO-95 INV IN=20.97(94) INV OUT=20.98(97) CO-100 INV IN=20.98(99) INV OUT=20.98(102) BEND-110 INV IN=22.05(45) INV OUT=22.05() CO-45 INV IN=22.64(46) INV OUT=22.64(110) DMH-102 RIM=24.07 INV IN=20.48(100) INV IN=21.90(104) INV OUT=20.44() UNDERGROUND INFILTRATION SYSTEM STORMTECH SC-310 6 ROWS X 9 CHAMBERS 54 CHAMBERS TOTAL (SEE DETAIL ON THIS SHEET) 10" HDPE MANIFOLD (TYP) 10" HDPE INLET PIPE (TYP) INSPECTION PORT (TYP) (SEE DETAIL ON SHEET C6.2) ROOF DRAIN TEE CONNECTION PER ADS MANUFACTURER SPECIFICATIONS. CONTRACTOR TO SUBMIT SHOP DRAWINGS.DiPrete EngineeringBoston Providence NewportZ:\DEMAIN\PROJECTS\3300-001 STEVENS STREET 268\AUTOCAD DRAWINGS\3300-001-PLAN.DWG Plotted: 2/18/2025DATENO.0J.M.F.DRAWN BY: J.A.R.11/29/2023SITE PLAN REVIEWDESIGN BY: B.A.C.DESCRIPTIONBY:THIS PLAN SET MUST NOT BE USED FOR CONSTRUCTION PURPOSESUNLESS STAMPED 'ISSUED FOR CONSTRUCTION' AND STAMPED BYA REGISTERED PROFESSIONAL ENGINEER OF DIPRETEENGINEERING.DIPRETE ENGINEERING ONLY WARRANTS PLANS ON A DIPRETEENGINEERING TITLE BLOCK STAMPED BY REGISTEREDPROFESSIONAL ENGINEER OF DIPRETE ENGINEERING. DIPRETEENGINEERING DOES NOT WARRANT PLANS BY ANY OTHER PARTY.THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS,METHODS, SAFETY PRECAUTIONS AND REQUIREMENTS, AND OSHACONFORMANCE IN THE IMPLEMENTATION OF THIS PLAN ANDDESIGN.EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATEONLY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FORDAMAGES INCURRED DUE TO LOCATIONS OF EXISTING UTILITIES.SHEET PREPARED FOR: OF L1.1Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comDE JOB NO: 3300-001 COPYRIGHT 2025 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTSMAP 308 LOT 171J.M.F.03/15/2024SITE PLAN REVIEW2J.A.R.04-19-2024RESPONSE TO COMMENTS2/19/2025 3J.A.R.05-31-2024REVISED PER TOWN STAFF COMMENTS4P.A.A.06-04-2024REVISED BUILDING NOTES5J.M.F.10-16-202450% PROGRESS SET6J.M.F.1-10-202580% PROGRESS SET7J.M.F.2-19-2025100% CONSTRUCTION DOCUMENTSUNDERGROUND INFILTRATION SYSTEM 0 10' 20' 40' SCALE: 1"=20' DESCRIPTION TOP OF UIS STONE ELEVATION BOTTOM OF UIS STONE ELEVATION 100 YEAR STORM ELEVATION 10 YEAR STORM ELEVATION 2 YEAR STORM ELEVATION SEASONAL HIGH GWT ELEVATION UIS 22.10 SOIL EVALUATION TH 23-6 19.77 22.03 20.39 20.01 17.43 C6.0Underground Infiltration SystemNOT TO SCALE SUITABLE SUB BASE 6" MINIMUM 12" MINIMUM 34" STORMTECH SC-310 TYPICAL CROSS SECTION 96" MAXIMUM 6" MINIMUM 6" MINIMUM 18" MINIMUM 16" PAVEMENT GRANULAR WELL GRADED SOIL/AGGREGATE MIXTURES, <35% FINES. COMPACT IN 6" LIFTS TO MIN 95% PROCTOR DENSITY FOR WELL GRADED MATERIALS AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. SEE STORMTECH SPECIFICATIONS FOR TABLE OF ACCEPTABLE FILL MATERIALS CHAMBERS SHALL MEET ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". NOTES: 1.THIS CROSS SECTION DETAILS THE REQUIREMENTS NECESSARY TO SATISFY THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12.12 FOR EARTH AND LIVE LOADS USING STORMTECH CHAMBERS. SEE APPLICABLE STORMTECH CONSTRUCTION GUIDES AND ALL APPLICABLE DOCUMENTS FOR SPECIFIC MATERIAL REQUIREMENTS. 2.SEE LATEST STORMTECH DESIGN MANUAL FOR CURRENT REQUIREMENTS. 3.ALL STORMTECH CHAMBERS AND ASSOCIATED/ ANCILLARY COMPONENTS MUST BE INSTALLED PER MANUFACTURER RECOMMENDATIONS AND THESE PLANS. CONTRACTOR TO NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES PRIOR TO INSTALLATION. ADS 601T GEOTEXTILE OR EQUAL 3/4"-2" CLEAN, WASHED, CRUSHED, ANGULAR STONE SC-310 END CAP SC-310 CHAMBER NOT TO SCALE STORMTECH 4" INSPECTION PORT DETAIL STORMTECH CHAMBER CLASS "C" CONCRETE COLLAR PAVEMENT 12" MIN CONCRETE SLAB 6" MIN THICKNESS 8" NYLOPLAST INSPECTION PORT BODY (PART# 2708AG4IPKIT) OR TRAFFIC RATED BOX W/SOLID LOCKING COVER CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS 4" SDR 35 PIPE 4" INSERTA TEE TO BE CENTERED ON CORRUGATION CREST (SC SERIES) OR CORRUGATION VALLEY (MC SERIES) NOT TO SCALE 2' STORMTECH SCOUR PROTECTION DETAIL PLACE MINIMUM 12 1/2' OF ADS 315ST WOVEN (OR EQUAL) GEOTEXTILE OVER FOUNDATION STONE FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS STORMTECH PREFABRICATED END CAPS MANIFOLD STORMTECH CHAMBERS 12 1/2' MINIMUM NOT TO SCALE BOTTOM OF STONE ELEV: 19.77 BOTTOM OF CHAMBER ELEV: 20.27 10" INLET PIPE INVERT: 20.33 PIPE MUST INLET INTO BOTTOM OF REGULAR CHAMBERS/ NON ISOLATOR ROWS STORMTECH ELEVATIONS STORMTECH CHAMBERS SECTION B-B REGULAR CHAMBERS FINISHED GRADE 10" INLET MANIFOLD INVERT: 20.33 INLET MANIFOLD 4' DIA MAINTENANCE MANHOLE SEE DETAIL THIS SHEET INSTALL 4" INSPECTION PORT ON CHAMBER THAT IS FURTHEST FROM STORMWATER INFLOW INTO SYSTEM INFLOW A INLET PIPE (TYP) ONLY INSTALL NUMBER OF INLET PIPES AS SHOWN ON PLAN A B STORMTECH CHAMBERS NOT TO SCALE STORMTECH TYPICAL LAYOUT - INFILTRATION SEE STORMTECH ELEVATIONS DETAIL FOR PIPE DIAMETERS AND INVERTS B HYD VAND D 170.0'90.0'16.0'10.0'16.0'62.5'SEV DTH 23-8 GWT= 76" SEV DTH 23-6 GWT= 50" SEV DTH 23-7 GWT= 76" SEV DTH 23-5 GWT= 76" PT IT 23-2 SEV DTH 23-3 GWT= 59" MAP 308 LOT 19 N/F PRISTINE CAPE COD HOMES, INC. MAP 308 LOT 18 N/F WEST BAY PROPERTIES INC. DB-10 RIM=23.50 INV OUT=21.82() DB-8 RIM=23.22 INV OUT=21.84(91) 6" HDPE 8 LF S=0.00% 23.37 8" HDPE 11 LF S=0.00% 6" HDPE 13 LF S=0.00% 28 26 24 222523 252927 23 242524 2524 24RESIDENTIAL BUILDING 3 STORY 50 UNITS FOOTPRINT 18,370 SF +/- INFILTRATION SYSTEM A 8" RESERVOIR DEPTH (SEE DETAIL ON THIS SHEET) INFILTRATION SYSTEM B 12" RESERVOIR DEPTH (SEE DETAIL ON THIS SHEET) INFILTRATION SYSTEM C 8" RESERVOIR DEPTH (SEE DETAIL ON THIS SHEET) UNDERGROUND INFILTRATION SYSTEM STORMTECH SC-310 6 ROWS X 9 CHAMBERS (SEE DETAIL ON SHEET C6.0) STORMCRETE PRECAST POROUS CONCRETE 4'W X 5'L SLABS AREA = 1,360 SF (SEE DETAIL ON THIS SHEET) RETAINING WALL WITH FENCE (TYP) EMERGENCY OVERFLOW. SEE DETAIL ON THIS SHEET. 5' FLUSH CURB SECTION STORMCRETE PRECAST POROUS CONCRETE 4'W X 5'L & 2'W X 5'L SLABS AREA = 1,130 SF (SEE DETAIL ON THIS SHEET) STORMCRETE PRECAST POROUS CONCRETE 4'W X 5'L & 2'W X 5'L SLABS AREA = 875 SF (SEE DETAIL ON THIS SHEET) STORMCRETE RUN-ON ROW 2'W X 5'L SLABS AREA = 310 SF (SEE DETAIL ON THIS SHEET) STORMCRETE RUN-ON ROW 2'W X 5'L SLABS AREA = 125 SF (SEE DETAIL ON THIS SHEET) STORMCRETE RUN-ON ROW 2'W X 5'L SLABS AREA = 340 SF (SEE DETAIL ON THIS SHEET) 6" FLUSH HEADER BETWEEN POROUS CONCRETE AND ASPHALT. (TYP) 6" FLUSH HEADER BETWEEN POROUS CONCRETE AND ASPHALT. (TYP) SEE TYPICAL STORMCRETE PANEL LAYOUT DETAIL ON THIS SHEET. 6" FLUSH HEADER BETWEEN POROUS CONCRETE AND ASPHALT. SEE TYPICAL STORMCRETE PANEL LAYOUT DETAIL ON THIS SHEET. (TYP) 11' FLUSH CURB SECTION 5' FLUSH CURB SECTION. WITH 3' TRANSITION CURBS ON EACH SIDE. 24" NYLOPLAST DRAIN BASIN FOR EMERGENCY OVERFLOW (4 TOTAL - TYP) EMERGENCY OVERFLOW. SEE DETAIL ON THIS SHEET. DB-7 RIM=24.31 INV OUT=21.84() INV OUT=21.84() FFE= 23.75 24 24.07 S22SSSSS8" HDPE 3 LF S=0.00% 24.31 24.31 TC:23.66 BC:23.16 TC:23.66 BC:23.16 24.07 23.5423.51 23.54 23.51 23.27 23.32 24.31 23.92 24.07 24.07 23.54 24DiPrete EngineeringBoston Providence NewportZ:\DEMAIN\PROJECTS\3300-001 STEVENS STREET 268\AUTOCAD DRAWINGS\3300-001-PLAN.DWG Plotted: 2/18/2025DATENO.0J.M.F.DRAWN BY: J.A.R.11/29/2023SITE PLAN REVIEWDESIGN BY: B.A.C.DESCRIPTIONBY:THIS PLAN SET MUST NOT BE USED FOR CONSTRUCTION PURPOSESUNLESS STAMPED 'ISSUED FOR CONSTRUCTION' AND STAMPED BYA REGISTERED PROFESSIONAL ENGINEER OF DIPRETEENGINEERING.DIPRETE ENGINEERING ONLY WARRANTS PLANS ON A DIPRETEENGINEERING TITLE BLOCK STAMPED BY REGISTEREDPROFESSIONAL ENGINEER OF DIPRETE ENGINEERING. DIPRETEENGINEERING DOES NOT WARRANT PLANS BY ANY OTHER PARTY.THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS,METHODS, SAFETY PRECAUTIONS AND REQUIREMENTS, AND OSHACONFORMANCE IN THE IMPLEMENTATION OF THIS PLAN ANDDESIGN.EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATEONLY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FORDAMAGES INCURRED DUE TO LOCATIONS OF EXISTING UTILITIES.SHEET PREPARED FOR: OF L1.1Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comDE JOB NO: 3300-001 COPYRIGHT 2025 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTSMAP 308 LOT 171J.M.F.03/15/2024SITE PLAN REVIEW2J.A.R.04-19-2024RESPONSE TO COMMENTS2/19/2025 3J.A.R.05-31-2024REVISED PER TOWN STAFF COMMENTS4P.A.A.06-04-2024REVISED BUILDING NOTES5J.M.F.10-16-202450% PROGRESS SET6J.M.F.1-10-202580% PROGRESS SET7J.M.F.2-19-2025100% CONSTRUCTION DOCUMENTSINFILTRATION SYSTEMS A, B & C 0 10' 20' 40' SCALE: 1"=20' C6.1Infiltration Systems A, B & CStormcrete Precast Porous Concrete DetailEmergency Overflow 81.0' 14.0' 12.0'45.0'SEV DTH 23-4 GWT= 47" SEV DTH 23-2 GWT= 59" SEV DTH 23-1 GWT= 59" SEV DTH 23-8 GWT= 76" SEV DTH 23-6 GWT= 50" SEV DTH 23-3 GWT= 59" PT IT 23-3 17 . 5 019.506" HDPE 10 LF S=0.00% 6" HDPE 10 LF S=0.00% 6" HDPE 2 LF S=0.00%SSS2 0202 0 18 22 22 24 21 19 21 2325 192121 22 2419 20 202421181920 20212119 18222322 20 19 21 23 20DB-11 RIM=22.79 INV OUT=21.38(52) SITE MAP 308 LOT 17 1.49 ACRES RESIDENTIAL BUILDING 3 STORY 50 UNITS FOOTPRINT 18,370 SF +/- (GFA 54,340 SF) FFE= 25.00 INFILTRATION SYSTEM E 8" RESERVOIR DEPTH (SEE DETAIL ON THIS SHEET) INFILTRATION SYSTEM D 8" RESERVOIR DEPTH (SEE DETAIL ON THIS SHEET) UNDERGROUND INFILTRATION SYSTEM STORMTECH SC-310 6 ROWS X 9 CHAMBERS (SEE DETAIL ON SHEET C6.0) STORMCRETE RUN-ON ROW 2'W X 5'L SLABS AREA = 90 SF (SEE DETAIL ON THIS SHEET) 6" FLUSH HEADER BETWEEN POROUS CONCRETE AND ASPHALT. SEE TYPICAL STORMCRETE PANEL LAYOUT DETAIL ON THIS SHEET. (TYP) 2.5' FLUSH CURB BREAK EMERGENCY OVERFLOW STORMCRETE PRECAST POROUS CONCRETE 4'W X 5'L SLABS AREA = 960 SF (SEE DETAIL ON THIS SHEET) 6" FLUSH HEADER BETWEEN POROUS CONCRETE AND ASPHALT. SEE TYPICAL STORMCRETE PANEL LAYOUT DETAIL ON THIS SHEET. (TYP) STORMCRETE PRECAST POROUS CONCRETE 4'W X 5'L & 2'W X 5'L SLABS AREA = 450 SF (SEE DETAIL ON THIS SHEET) INFILTRATION POND (SEE DETAIL ON SHEET C6.3) SEDIMENT FOREBAY (SEE DETAIL ON SHEET C6.3) CLEANOUT SSSSSSLEACHING CB-17 (6' DIA) RIM=20.90 LEACHING CB-21 (6' DIA) RIM=20.45 LEACHING CB-19 (6' DIA) RIM=19.51 SEE LEACHING CATCH BASIN DETAIL ON THIS SHEET. LEACHING CB-15 (6' DIA) RIM=20.18 20' FLUSH CURB SECTION 3' TRANSITION CURB 22.61 23.40 TC:23.34 BC:22.84 TC:23.33 BC:22.83 TC:23.11 BC:22.61 23.61 23.37 23.15 23.37 23.15 STORMCRETE RUN-ON ROW 2'W X 5'L SLABS AREA = 160 SF (SEE DETAIL ON THIS SHEET)24C6.2Infiltration Systems D & EDiPrete EngineeringBoston Providence NewportZ:\DEMAIN\PROJECTS\3300-001 STEVENS STREET 268\AUTOCAD DRAWINGS\3300-001-PLAN.DWG Plotted: 2/18/2025DATENO.0J.M.F.DRAWN BY: J.A.R.11/29/2023SITE PLAN REVIEWDESIGN BY: B.A.C.DESCRIPTIONBY:THIS PLAN SET MUST NOT BE USED FOR CONSTRUCTION PURPOSESUNLESS STAMPED 'ISSUED FOR CONSTRUCTION' AND STAMPED BYA REGISTERED PROFESSIONAL ENGINEER OF DIPRETEENGINEERING.DIPRETE ENGINEERING ONLY WARRANTS PLANS ON A DIPRETEENGINEERING TITLE BLOCK STAMPED BY REGISTEREDPROFESSIONAL ENGINEER OF DIPRETE ENGINEERING. DIPRETEENGINEERING DOES NOT WARRANT PLANS BY ANY OTHER PARTY.THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS,METHODS, SAFETY PRECAUTIONS AND REQUIREMENTS, AND OSHACONFORMANCE IN THE IMPLEMENTATION OF THIS PLAN ANDDESIGN.EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATEONLY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FORDAMAGES INCURRED DUE TO LOCATIONS OF EXISTING UTILITIES.SHEET PREPARED FOR: OF L1.1Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comDE JOB NO: 3300-001 COPYRIGHT 2025 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTSMAP 308 LOT 171J.M.F.03/15/2024SITE PLAN REVIEW2J.A.R.04-19-2024RESPONSE TO COMMENTS2/19/2025 3J.A.R.05-31-2024REVISED PER TOWN STAFF COMMENTS4P.A.A.06-04-2024REVISED BUILDING NOTES5J.M.F.10-16-202450% PROGRESS SET6J.M.F.1-10-202580% PROGRESS SET7J.M.F.2-19-2025100% CONSTRUCTION DOCUMENTSINFILTRATION SYSTEMS D & E 0 10' 20' 40' SCALE: 1"=20' Stormcrete Precast Porous Concrete Detail 4.0'SUMPFLAT TOP MANHOLE COVER 8" FRAME AND GRATE 6.0' DIAMETER (TYP) Leaching Catch Basin Detail SEV DTH 23-4 GWT= 47" MAINTENANCE SUMP 5' WIDE PAVED WATERWAY SEDIMENT FOREBAY TOP ELEV=21.00 BOT ELEV=17.50 (SEE DETAIL ON THIS SHEET) POND EARTHEN EMBANKMENT (SEE DETAIL ON THIS SHEET) 17 . 5 0 INFILTRATION POND TOP ELEV=21.00 BOT ELEV=18.00 (SEE DETAIL ON THIS SHEET)19.50CURB WEIR ELEV=19.50 EMERGENCY OVERFLOW CURB WEIR ELEV=20.00 R-3 RIPRAP 2 0 18 19 21 1922 19 20 20181920 20212119 182223 20 19 21 2020.50 20.85 TC:20.87 BC:20.37 DiPrete EngineeringBoston Providence NewportZ:\DEMAIN\PROJECTS\3300-001 STEVENS STREET 268\AUTOCAD DRAWINGS\3300-001-PLAN.DWG Plotted: 2/18/2025DATENO.0J.M.F.DRAWN BY: J.A.R.11/29/2023SITE PLAN REVIEWDESIGN BY: B.A.C.DESCRIPTIONBY:THIS PLAN SET MUST NOT BE USED FOR CONSTRUCTION PURPOSESUNLESS STAMPED 'ISSUED FOR CONSTRUCTION' AND STAMPED BYA REGISTERED PROFESSIONAL ENGINEER OF DIPRETEENGINEERING.DIPRETE ENGINEERING ONLY WARRANTS PLANS ON A DIPRETEENGINEERING TITLE BLOCK STAMPED BY REGISTEREDPROFESSIONAL ENGINEER OF DIPRETE ENGINEERING. DIPRETEENGINEERING DOES NOT WARRANT PLANS BY ANY OTHER PARTY.THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS,METHODS, SAFETY PRECAUTIONS AND REQUIREMENTS, AND OSHACONFORMANCE IN THE IMPLEMENTATION OF THIS PLAN ANDDESIGN.EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATEONLY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FORDAMAGES INCURRED DUE TO LOCATIONS OF EXISTING UTILITIES.SHEET PREPARED FOR: OF L1.1Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comDE JOB NO: 3300-001 COPYRIGHT 2025 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTSMAP 308 LOT 171J.M.F.03/15/2024SITE PLAN REVIEW2J.A.R.04-19-2024RESPONSE TO COMMENTS2/19/2025 3J.A.R.05-31-2024REVISED PER TOWN STAFF COMMENTS4P.A.A.06-04-2024REVISED BUILDING NOTES5J.M.F.10-16-202450% PROGRESS SET6J.M.F.1-10-202580% PROGRESS SET7J.M.F.2-19-2025100% CONSTRUCTION DOCUMENTSinfiltration pond 0 5' 10' 20' SCALE: 1"=10' SEDIMENT FOREBAY NOT TO SCALE SAND FILTER BMP SYSTEM NOT TO SCALE SEDIMENT FOREBAY TOP:(SEE PLANS) BOTTOM:(SEE PLANS) TOP OF POND (5' MINIMUM WIDTH) ELEV: (SEE PLANS) IF EXISTING SOILS CONTAIN SANDY OR GRAVELLY MATERIAL, REMOVE 6" (MIN) AND REPLACE WITH SANDY LOAM TO FOREBAY SIDES AND BOTTOM TOP OF POND (5' MINIMUM WIDTH) ELEV: (SEE PLANS) 2" EXPOSED 12" MINIMUM NOTE: ALL RIPRAP FOR CURB OUTLET WEIRS TO BE CLASS R-3 UNLESS NOTED OTHERWISE. WEIR LENGTH (SEE PLANS) 12" MINIMUM BBA A NOT TO SCALE CURB OUTLET WEIR PLAN VIEW NOT TO SCALE SECTION A-A NOT TO SCALE SECTION B-B NOTE: ALL CONCRETE CURB WEIRS MUST BE MONOLITHIC. CONCRETE CURB. WEIRS CANNOT BE MULTIPLE PRECAST CURBS JOINED IN SEQUENCE. 6"MINIMUM NOT TO SCALE 6" CONCRETE CURB TO BE SET ON GRAVEL BORROW SUBBASE IN ACCORDANCE WITH STATE STANDARD SPECIFICATIONS. GRAVEL BORROW TO EXTEND MINIMUM 6" BELOW EXISTING TOP/SUBSOIL. ALL BACKFILL SHALL BE FREE FROM ORGANIC MATERIALS. ALL MATERIAL PLACED BELOW CURBING SHALL BE COMPACTED TO 95% DENSITY. CONCRETE CURB WEIR TO BE SET LEVEL WITH 2" EXPOSED AND 16" EMBEDDED IN RIPRAP/GRAVEL BORROWRIPRAP CLASS (SEE NOTE) WEIR ELEV: (SEE PLAN) GRAVEL BORROW NATIVE SOIL NON WOVEN GEOFABRIC (10oz MIN) NON WOVEN GEOFABRIC (10oz MIN) EXTEND/ BURY CONCRETE CURB WEIR TO ALIGN WITH TOP OF POND ELEVATION, BOTH SIDES. EXTEND RIPRAP UP BOTH SIDES OF WEIR TO TOP OF POND ELEVATION. SEE PLAN VIEW. TOP OF POND CONCRETE CURB WEIR TOP OF POND CONCRETE CURB WEIR TOP OF POND NOTES: 1.LIMITS OF INFILTRATION POND MUST BE STAKED OUT AND MUST NOT BE USED AS A TEMPORARY SEDIMENT BASIN DURING CONSTRUCTION (NO CONSTRUCTION TRAFFIC ALLOWED WITHIN POND LIMITS). 2.INFILTRATION PONDS MUST NOT BE USED FOR STOCKPILING, VEHICLE PARKING OR ANY OTHER ANCILLARY STORING OF OBJECTS OR MATERIALS, TEMPORARY OR PERMANENT, AT ANY TIME. 3.INFILTRATION PONDS MUST BE ADEQUATELY PROTECTED FROM SEDIMENT LADEN RUNOFF DURING CONSTRUCTION. 4.FOLLOWING CONSTRUCTION AND STABILZATION OF ALL UPSTREAM AREAS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO REMOVE ANY AND ALL SEDIMENT FROM INFILTRATION PONDS. IF SEDIMENT REMOVAL IS REQUIRED THE CONTRACTOR MUST ALSO ROTOTILL THE ENTIRE POND BOTTOM TO A MINIMUM DEPTH OF 24" AND RE-ESTABLISH TO FINAL DESIGN GRADES AND COVER TYPES. 5.SOILS MUST BE TRACKED INTO PLACE. NO COMPACTION EQUIPMENT ALLOWED. POND FILL NOTES: 1.IF FILL IS REQUIRED WITHIN THE FOOTPRINT OF AN INFILTRATION POND, CONTRACTOR MUST REMOVE TOP AND SUBSOILS/ EXCAVATE DOWN TO THE C HORIZON AND BACKFILL WITH SUITABLE MATERIAL THAT HAS EQUAL OR GREATER INFILTRATION PARAMETERS THAN THE EXISTING SOIL HORIZONS BENEATH. ONSITE MATERIALS MAY BE USED AT THE DIRECTION OF THE SITE ENGINEER OR GEOTECHNICAL ENGINEER. B HORIZON OR PART THEREOF MAY BE LEFT IN PLACE FOLLOWING ASSESSMENT AND DIRECTION BY THE SITE ENGINEER OR GEOTECHNICAL ENGINEER. 2.FILL OPERATIONS MUST BE MONITORED BY THE SITE ENGINEER OR GEOTECHNICAL ENGINEER. CONTRACTOR MUST PROVIDE ADEQUATE NOTICE PRIOR TO FILLING. BOTTOM OF POND EXCAVATION MUST BE MONITORED/ INSPECTED BY SITE ENGINEER OR GEOTECHINCAL ENGINEER. CONTRACTOR MUST PROVIDE ADEQUATE NOTICE FOR INSPECTION. DESCRIPTION 100 YEAR STORM ELEVATION 10 YEAR STORM ELEVATION 1 YEAR STORM ELEVATION TOP OF POND ELEVATION 21.00 16.32 19.76 18.43 16.08 TH-23-4 18.00BOTTOM OF POND ELEVATION SOIL EVALUATION SEASONAL HIGH GWT ELEVATION IP INFILTRATION POND NOT TO SCALE 100 YEAR STORM ELEV. 10 YEAR STORM ELEV. 1 YEAR STORM ELEV. SIDE SLOPES AND TOP OF EMBANKMENTS TO BE 6" OF LOAM OVER NATIVE SOIL OR CLEAN COMPACTED FILL. SEE NOTES EMERGENCY OVERFLOW WEIR ELEV: 20.00 SIDE SLOPES (SEE PLANS) TOP OF POND (8' MINIMUM WIDTH) ELEV: (SEE PLANS) INFILTRATION POND INLET ELEV: 19.50 BOTTOM OF POND ELEV: (SEE PLANS) SIDE SLOPES (SEE PLANS) SUITABLE MATERIAL BOTTOM AND SIDE SLOPES OF POND TO BE SEEDED WITH NEW ENGLAND EROSION CONTROL/ RESTORATION MIX (MOIST SITES) BY NEW ENGLAND WETLAND PLANTS (OR APPROVED EQUAL) INFILTRATION POND EARTHEN EMBANKMENT (SEE DETAIL) C6.3Infiltration PondNOT TO SCALE POND EARTHEN EMBANKMENT SCREENED SILT BERM A POND EMBANKMENT EMERGENCY SPILLWAY ELEVATION 6" LOAM AND SEED SIDE SLOPES AND TOP OF EMBANKMENT (SEE NOTE 10.) SCREENED SILTY SOIL >30% FINES - SEE NOTES 4' MIN 2' MIN1 1 CUT-OFF TRENCH EXISTING MATERIALS TO BE EXCAVATED NOTES: 1.SCREENED SILT BERM MAY BE USED FOR POND EMBANKMENTS WHERE DIMENSION "A" IS 3' OR LESS, BUT ONLY WHERE SPECIFICALLY NOTED ON THE PLANS. 2.SCREENED SILT BERM TO BE CONSTRUCTED OF A MATERIAL WITH A MINIMUM OF 30% PASSING THE #200 SIEVE AND A MAXIMUM PERMEABILITY OF 0.00005 CM/S. 3.ALL MATERIAL MUST BE FREE FROM DELETERIOUS/ ORGANIC MATTER, INCLUDING (BUT NOT LIMITED TO) ROOTS, SOD, RUBBLE, SNOW, ICE, RUBBISH ETC. 4.MINIMUM DEPTH OF CUT-OFF TRENCH SHALL BE 2' MEASURED FROM THE LOWEST ELEVATION OF THE UNDISTURBED EXISTING SURFACE INTERFACE. SEE DETAIL. 5.THE MINIMUM BOTTOM WIDTH OF THE CUT-OFF TRENCH SHALL BE 4', AND WIDE ENOUGH TO PERMIT OPERATION OF COMPACTION EQUIPMENT. 6.SIDE SLOPES OF THE CUT-OFF TRENCH SHALL BE NO STEEPER THAN 1H:1V. 7.SCREENED SILT BERM AT A MINIMUM SHALL EXTEND UP BOTH ABUTMENTS TO THE EMERGENCY SPILLWAY ELEVATION. 8.IF BEDROCK IS ENCOUNTERED BELOW THE POND EMBANKMENT THE CUT-OFF TRENCH MY BE MODIFIED AT THE DIRECTION OF A SUITABLY QUALIFIED GEOTECHNICAL ENGINEER. 9.COMPACTION REQUIREMENTS FOR THE SCREENED SILT BERM TO BE 95% OF THE MODIFIED PROCTOR PER ASTM D1557. ALL MATERIALS ARE TO BE PLACED IN LIFTS NOT EXCEEDING 12". 10.SIDE SLOPES OF POND EMBANKMENT TO BE NO STEEPER THAN THE SLOPES SHOWN ON THE POND-SPECIFIC DESIGN PLANS WITHOUT WRITTEN DIRECTION FROM THE DESIGN ENGINEER. IF ANY POND SIDE SLOPE IS STEEPER THAN 3H:1V, SLOPE PROTECTION MUST BE UTILIZED ON POND EMBANKMENT, WHICH MAY INCLUDE (BUT NOT BE LIMITED TO) RIPRAP AND/ OR EROSION CONTROL MATS. 11.THE SCREENED SILT BERM MUST BE KEPT FREE FROM STANDING WATER DURING THE BACKFILL OPERATION. 12.ALL EMBANKMENT INSTALLATIONS TO BE SUPERVISED BY A SUITABLY QUALIFIED GEOTECHNICAL ENGINEER. SEE 'NOTE TO CONTRACTOR'. 13.ANY PROPOSED DEVIATIONS FROM THIS DETAIL MUST BE DESIGNED BY A SUITABLY QUALIFIED PROFESSIONAL GEOTECHNICAL ENGINEER AND SUBMITTED TO THE SITE ENGINEER (AND AHJ WHERE REQUIRED) FOR REVIEW PRIOR TO CONSTRUCTION. POND EMBANKMENT HEIGHT "A" (FT)CORE MATERIAL OVER 3.0 SCREENED SILT BERM * SEE LOW PERMEABILITY CORE DETAIL 0-3.0 *ONLY PERMITTED WHERE SPECIFICALLY NOTED ON THE PLANS CUT-OFF TRENCH TO BE NO STEEPER THAN 1H:1V (TYP) 8' MIN NOTE TO CONTRACTOR: COORDINATE WITH THE OWNER'S GEOTECHNICAL ENGINEER/ INSPECTOR A MINIMUM OF FIVE DAYS BEFORE CONSTRUCTION OF THE EMBANKMENT, FOR APPROVAL OF PROPOSED CORE MATERIALS, TESTING COMPANY AND EMBANKMENT INSPECTION SCHEDULE. INTERIM INSPECTION REPORTS TO BE PROVIDED TO THE OWNER AND DESIGN ENGINEER AT INTERVALS AS DETERMINED BY THE GEOTECHNICAL ENGINEER. SUITABLE EXISTING MATERIAL REMOVE TOPSOIL AND SUBSOIL (B HORIZON), FULL EXTENTS OF EMBANKMENT WORKS EXISTING SURFACE FINISHED GRADE SIDE SLOPES (SEE PLANS) MAINTENANCE SUMP NOTE: LIMITS OF INFILTRATION POND TO BE USED AS TEMPORARY SEDIMENT TRAP DURING CONSTRUCTION. BOTTOM OF TRAP MUST BE AT A MINIMUM 2' ABOVE BOTTOM OF INFILTRATION POND. REMOVE SOIL AND SCARIFY A MINIMUM OF 1' PRIOR TO COMPLETION OF INFILTRATION POND. DiPrete EngineeringBoston Providence NewportZ:\DEMAIN\PROJECTS\3300-001 STEVENS STREET 268\AUTOCAD DRAWINGS\3300-001-PLAN.DWG Plotted: 2/18/2025DATENO.0J.M.F.DRAWN BY: J.A.R.11/29/2023SITE PLAN REVIEWDESIGN BY: B.A.C.DESCRIPTIONBY:THIS PLAN SET MUST NOT BE USED FOR CONSTRUCTION PURPOSESUNLESS STAMPED 'ISSUED FOR CONSTRUCTION' AND STAMPED BYA REGISTERED PROFESSIONAL ENGINEER OF DIPRETEENGINEERING.DIPRETE ENGINEERING ONLY WARRANTS PLANS ON A DIPRETEENGINEERING TITLE BLOCK STAMPED BY REGISTEREDPROFESSIONAL ENGINEER OF DIPRETE ENGINEERING. DIPRETEENGINEERING DOES NOT WARRANT PLANS BY ANY OTHER PARTY.THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS,METHODS, SAFETY PRECAUTIONS AND REQUIREMENTS, AND OSHACONFORMANCE IN THE IMPLEMENTATION OF THIS PLAN ANDDESIGN.EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATEONLY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FORDAMAGES INCURRED DUE TO LOCATIONS OF EXISTING UTILITIES.SHEET PREPARED FOR: OF L1.1Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comDE JOB NO: 3300-001 COPYRIGHT 2025 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTSMAP 308 LOT 171J.M.F.03/15/2024SITE PLAN REVIEW2J.A.R.04-19-2024RESPONSE TO COMMENTS2/19/2025 3J.A.R.05-31-2024REVISED PER TOWN STAFF COMMENTS4P.A.A.06-04-2024REVISED BUILDING NOTES5J.M.F.10-16-202450% PROGRESS SET6J.M.F.1-10-202580% PROGRESS SET7J.M.F.2-19-2025100% CONSTRUCTION DOCUMENTSGUTTER LINE BERM SHALL OVERLAP TRANSITION CURB 3'TRANSITION CURB 6"3" 3' TRANSITION CURB NOT TO SCALE CURB TO BERM TRANSITION PERSPECTIVE PROFILE PLAN GUTTER LINE BITUMINOUS BERM BITUMINOUS BERM OVERLAP OVERLAP CURB CURB CURB TRANSITION CURB 6" BITUMINOUS BERM SUMP 8" 8" NOTES: 1.PIT IS SPECIFICALLY DESIGNATED, DIKED AND IMPERVIOUS CONTAINMENT TO PREVENT CONTACT BETWEEN CONCRETE WASH AND STORMWATER. 2.WASH WATER SHALL NOT BE ALLOWED TO FLOW TO SURFACE WATER. 3.FACILITY MUST HOLD SUFFICIENT VOLUME TO CONTAIN CONCRETE WASTE WITH A MINIMUM FREEBOARD OF 12." 4.FACILITY SHALL NOT BE FILLED BEYOND 95% CAPACITY UNLESS A NEW FACILITY IS CONSTRUCTED. 5.SAWCUT PORTLAND CEMENT CONCRETE, RESIDUE FROM SAWCUT AND GRINDING TO BE DISPOSED OF IN THE PIT. 6.CONCRETE WASHOUTS SHALL BE LOCATED A MINIMUM OF 100' FROM DRAINAGE WAYS, INLETS, AND SURFACE WATERS. 7.MANUFACTURED CONCRETE WASHOUT DEVICES MAY BE USED IF REMOVED FROM THE SITE WHEN 95% FULL CAPACITY. ALL CONCRETE TRUCKS SHALL WASHOUT HERE WASHOUT SIGN ALTERNATE SECTION SUMP 8" USE WHERE MORE THAN ONE ACCESSIBLE SIDE IS NEEDED 3/4" WASHED STONE STRAW BALE 10 MIL PLASTIC LINING LIMITS OF 10 MIL PLASTIC LINING 6" THICK 3/4" WASHED STONE SLOPE 2.5% MINIMUM STAKE (TYP) STRAW BALE (TYP) LIMITS OF 10 MIL PLASTIC LINING NOT TO SCALE CONCRETE WASHOUT AREA LIMITS OF 10 MIL PLASTIC LINING A 15' MINIMUM A PLAN15' MINIMUM10' MINIMUM 6" THICK 3/4" WASHED STONE 10 MIL PLASTIC LINING SHALL BE ONE PIECE OR WATERPROOF JOINTS 10 MIL PLASTIC LINER STRAW BALE STAKE (2x4, (2) PER BALE) KEY IN REMOVABLE LINING SLOPE 2.5% M I N 6" THICK 3/4" WASHED STONE SECTION A-A 24" MINIMUM NOT TO SCALE INLET SEDIMENT CONTROL DEVICES DANDY POP® OR EQUAL DANDY SACK® OR EQUAL FLEX RODS THAT POP OPEN AND SUPPORT HIGH STRENGTH VELCRO CLOSURE LIFTING STRAPSSTORM SEWER GRATE STORM SEWER GRATE REINFORCED CORNERS MANAGEABLE 2' CONTAINMENT AREA LIFT STRAPS OPTIONAL OVERFLOW PORTS DUMPING STRAPS STORM INLET C7.0Detail Sheet - 1NOT TO SCALE STOCKPILE PROTECTION NOTES: 1.ALL STOCKPILES MUST BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE MASSACHUSETTS STORMWATER POLLUTION PREVENTION PLAN (CURRENT EDITION). 2.DIVERT ALL STORMWATER AWAY FROM STOCKPILES. 3.SOIL STOCKPILES THAT ARE NOT TO BE USED WITHIN 30 DAYS MUST BE SEEDED AND MULCHED IMMEDIATELY AFTER FORMATION OF THE STOCKPILE WITH SEED MIX COMPATIBLE WITH THE SOIL TYPE. 4.STOCKPILE AND SILT FENCE MUST BE INSPECTED AT LEAST ONCE PER WEEK AND AFTER RAIN EVENTS IN EXCESS OF 12" OF RAINFALL. REPAIR/ REPLACE SILT FENCE (AND STOCKPILE COVERS WHERE APPLICABLE) AS NEEDED TO KEEP THEM FUNCTIONING ADEQUATELY. 5.SEDIMENT TRAPPED BY SILT FENCES MUST BE REMOVED AND PROPERLY DISPOSED OF WHENEVER SIGNIFICANT ACCUMULATION OCCURS. STOCKPILE SILT FENCE TO EXTEND AROUND ENTIRE PERIMETER OF STOCKPILE 10' TYP 2 (MAX) 1 NOT TO SCALE FILTREXX SEDIMENT CONTROL (OR APPROVED EQUAL) NOTES: 1.ALL MATERIAL TO MEET FILTREXX(R) SPECIFICATIONS 2.FILTER MEDIA(TM) FILL TO MEET APPLICATION REQUIREMENTS. 3.COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER 4.STAKES ARE NOT TO BE USED IN PAVEMENT AREAS. 5.SELF WEIGHT OF FILTREXX SYSTEM IS ADEQUATE TO PREVENT SYSTEM MOVEMENT ONCE POSITIONED ALONG AREA SHOWN ON THE PLANS. 6.CONTRACTOR TO PLACE FILTREXX SEDIMENT CONTROL OR APPROVED EQUAL AROUND ALL CURB INLET LOCATIONS AS SPECIFIED ON PLANS. 2"X2"X36" WOODEN STAKES PLACED 10' O.C. FILTREXX(R) SOXX(TM) (12" TYP) (OR APPROVED EQUAL) BLOWN/PLACED FILTER MEDIA WORK AREA AREA TO BE PROTECTED SECTION 2"X2"X36" WOODEN STAKES PLACED 10' O.C. AREA TO BE PROTECTED FILTREXX(R) SOXX(TM) (12" TYP) (OR APPROVED EQUAL) WORK AREA WATER FLOW PLAN 12" MINIMUM NOT TO SCALE GRADING AT RETAINING WALL FINISHED SURFACE ELEVATION SHOWN ON PLANS(RETAINING WALL DESIGN BY OTHERS) FINISHED SURFACE ELEVATION SHOWN ON PLANS (FENCE/ FALL PROTECTION IF REQUIRED. DESIGN BY OTHERS) INSTALL FREE DRAINING SWALE BEHIND ALL DOWNSLOPE WALLS (TOP OF WALL ELEVATION BY OTHERS) (BOTTOM OF WALL/ FOOTING ELEVATION BY OTHERS) 6' 1 3 1 3 1' NOT TO SCALE TEMPORARY DIVERSION CHANNEL NOTES: 1.CONTRACTOR SHALL MONITOR AND MAINTAIN THE ENTRANCE TO ENSURE THAT IT IS CLEANED AND FUNCTIONING CORRECTLY TO PREVENT TRACKING OF SEDIMENT BY CONSTRUCTION VEHICLES THAT EXIT THE SITE. 2.THE MAINTENANCE SHALL INCLUDE TOP DRESSING WITH ADDITIONAL STONE OR ADDITIONAL LENGTH AS CONDITIONS DEMAND OR AS DIRECTED BY THE ENGINEER. ALL SEDIMENTS SPILLED, DROPPED, WASHED, OR TRACKED ON THE PUBLIC RIGHT OF WAY MUST BE REMOVED IMMEDIATELY BY THE CONTRACTOR. 3.CONTRACTOR PERSONNEL SHALL SUPERVISE EXITING TRAFFIC, CLEAN OFF VEHICLES, AND MAINTAIN THE SEDIMENT CATCHMENT AREA. 4.ADJACENT ENTRANCE/ EXIT ROADWAYS SHALL BE SWEPT DAILY BY CONTRACTOR. NOT TO SCALE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/ EXIT PAD EXISTI N G/ P U B LI C R O A D W A Y 20' 6" MIN. 50' 1.5"-2" COARSE AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION SEDIMENT BARRIER TEMPORARY SEDIMENT CATCHMENT CENTER OF CONSTRUCTION EXIT PAD TO BE DEPRESSED TO PREVENT DIRT AND DIRTY WATER FROM LEAVING THE SITE GRADE TO FLOW INTO NEARBY SEDIMENT CATCHMENTCHAIN LINK FABRIC POST TOP (ROUND) CORNER POST (ROUND) LINE POST CAP (ROUND) LINE POST (ROUND) LINE POST TIE TENSION WIRE (OPTIONAL) MINIMUM DEPTH IN: 36" CONCRETE FOOTING WIDTH TO BE (4)X POST WIDTH TENSION BAR TENSION WIRE (OPTIONAL) CHAIN LINK FABRIC TENSION WIRE 4'-0"7'-0"10'-0" MAXIMUM SPACING KNUCKLED NOT TO SCALE FENCE DETAIL NOT TO SCALE GRANITE CURB R=160' MAXIMUM NOTES: 1.SHALL BE IN ACCORDANCE WITH M.A. STANDARD SPECIFICATIONS. 2.TOP SURFACE TO BE DRESSED BY SAW. REMAINDER TO BE QUARRY SPLIT 3.MINIMUM LENGTH OF STRAIGHT OR CIRCULAR PIECES TO BE 3'-0". 4.CIRCULAR CURB IS REQUIRED ON CURVES WITH RADII OF 160'-0" OR LESS. STRAIGHT CURB TO BE USED ON CURVES OF MORE THAN 160'-0" RADIUS. 5.VERTICAL GRANITE CURB MUST MEET OR EXCEED VA4. 6" ±1" 1'-6" 3'.0" MINIMUM CHAMFER 1/2" 6" QUARRY SPLIT 1/2"CHAMFER MECHANICAL JOINT END CAP 2' MINIMUM EXISTING WATER MAIN TO REMAIN EXISTING WATER MAIN TO BE ABANDONED OR REMOVED AND DISPOSED SEE PLANS THRUST BLOCK (SEE THRUST BLOCK DETAIL FOR SIZE) NOT TO SCALE WATER MAIN CUT & CAP DETAIL NOTES: 1.ALL PIPE AND FITTINGS SHALL BE GASKETED SDR-35 (OR) SCH-40 PVC. 2.PIPE BEDDING AND BACKFILL FOR CLEANOUTS SHALL MEET APPLICABLE SEWER SPECIFICATIONS UNLESS OTHERWISE NOTED BY ENGINEER. 3.FOR SEPTIC APPLICATIONS, CLEANOUTS ARE REQUIRED AT INTERVALS NOT GREATER THAN 75'. FOR ALL OTHER APPLICATIONS, A MINIMUM OF ONE CLEANOUT SHALL BE PLACED ON EACH LATERAL, 5' FROM THE STRUCTURE, AND FOR LONGER RUNS, CLEANOUTS SHALL BE LOCATED EVERY 100' AND AT ADDITIONAL LOCATIONS AS SHOWN ON THE PLANS. 4.FOR PAVED/ ROADWAY/ HARDSCAPE AREAS, ALL CLEANOUTS SHALL BE SLEEVED WITH A CAST-IRON BOX SET FLUSH WITHIN THE FINAL GRADE. FOR TRAFFICABLE APPLICATIONS, THE CAST-IRON BOX MUST MEET H-20 LOADING. FOR SOFTSCAPE AREAS, CLEANOUT ACCESS COVER SHALL BE SET FLUSH WITH FINAL GRADE (CAST-IRON BOX NOT REQUIRED). ALL COVERS SHALL BE INSCRIBED WITH THE WORD "SEWER."'SEWER'NOT TO SCALE SEWER CLEANOUT FINISH GRADE SEWER PIPE BEDDING AS REQUIRED. COVER STAMPED "SEWER" CAST IRON BOX FOR HARDSCAPE AREAS 4" PVC 45° BEND 8"x 8"x4" PVC WYE CONNECTION FEMALE ADAPTER WITH PLUG 4" PVC FINISH GRADE 4" PVC 90° BEND 'SEWER'MAIN LINE (SEE PLANS) FLOW INLINE OFFLINE 8"x4" PVC REDUCER NOTES: 1.ALL PIPE AND FITTINGS SHALL BE HDPE. 2.PIPE BEDDING AND BACKFILL FOR CLEANOUTS SHALL MEET APPLICABLE DRAINAGE SPECIFICATIONS UNLESS OTHERWISE NOTED BY ENGINEER. 3.SEE PLANS FOR DRAINAGE CLEANOUT LOCATIONS AND PIPE SIZES. 4.FOR PAVED/ ROADWAY/ HARDSCAPE AREAS, ALL CLEANOUTS SHALL BE SLEEVED WITH A CAST-IRON BOX SET FLUSH WITHIN THE FINAL GRADE. FOR TRAFFICABLE APPLICATIONS, THE CAST-IRON BOX MUST MEET H-20 LOADING. FOR SOFTSCAPE AREAS, CLEANOUT ACCESS COVER SHALL BE SET FLUSH WITH FINAL GRADE (CAST-IRON BOX NOT REQUIRED). ALL COVERS SHALL BE INSCRIBED WITH THE WORD "DRAIN."'DRAIN'NOT TO SCALE DRAINAGE CLEANOUT FINISH GRADE COVER STAMPED "DRAIN" DRAIN PIPE BEDDING AS REQUIRED. CAST IRON BOX FOR HARDSCAPE AREAS X"x X"x4" PVC WYE CONNECTION (SEE PLANS) FEMALE ADAPTER WITH PLUG 'DRAIN'FINISH GRADE X"x4" HDPE REDUCER (SEE PLANS)4" HDPE 45° BEND 4" HDPE 4" HDPE 90° BEND MAIN LINE (SEE PLANS) FLOW INLINE OFFLINE DiPrete EngineeringBoston Providence NewportZ:\DEMAIN\PROJECTS\3300-001 STEVENS STREET 268\AUTOCAD DRAWINGS\3300-001-PLAN.DWG Plotted: 2/18/2025DATENO.0J.M.F.DRAWN BY: J.A.R.11/29/2023SITE PLAN REVIEWDESIGN BY: B.A.C.DESCRIPTIONBY:THIS PLAN SET MUST NOT BE USED FOR CONSTRUCTION PURPOSESUNLESS STAMPED 'ISSUED FOR CONSTRUCTION' AND STAMPED BYA REGISTERED PROFESSIONAL ENGINEER OF DIPRETEENGINEERING.DIPRETE ENGINEERING ONLY WARRANTS PLANS ON A DIPRETEENGINEERING TITLE BLOCK STAMPED BY REGISTEREDPROFESSIONAL ENGINEER OF DIPRETE ENGINEERING. DIPRETEENGINEERING DOES NOT WARRANT PLANS BY ANY OTHER PARTY.THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS,METHODS, SAFETY PRECAUTIONS AND REQUIREMENTS, AND OSHACONFORMANCE IN THE IMPLEMENTATION OF THIS PLAN ANDDESIGN.EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATEONLY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FORDAMAGES INCURRED DUE TO LOCATIONS OF EXISTING UTILITIES.SHEET PREPARED FOR: OF L1.1Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comDE JOB NO: 3300-001 COPYRIGHT 2025 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTSMAP 308 LOT 171J.M.F.03/15/2024SITE PLAN REVIEW2J.A.R.04-19-2024RESPONSE TO COMMENTS2/19/2025 3J.A.R.05-31-2024REVISED PER TOWN STAFF COMMENTS4P.A.A.06-04-2024REVISED BUILDING NOTES5J.M.F.10-16-202450% PROGRESS SET6J.M.F.1-10-202580% PROGRESS SET7J.M.F.2-19-2025100% CONSTRUCTION DOCUMENTSC7.1Detail Sheet - 2MONOLITHIC CONCRETE SIDEWALK (6" REVEAL) SECTION FIXED OBJECT JOINT NOTE: 1.SEE SITE PLAN FOR SIDEWALK WIDTH AND GRADES. 2.SURFACE TEXTURE SHALL BE A LIGHT BROOMING, TRANSVERSE TO THE LENGTH OF THE WALK. CARE MUST BE TAKEN TO ENSURE A UNIFORM GRADE, FREE OF SAGS AND SHORT GRADE CHANGES. 3.ALL IMPROVEMENTS MUST COMPLY WITH THE "AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG)" BY THE DEPARTMENT OF JUSTICE, CURRENT EDITION. 4.PROVIDE EXPANSION JOINTS AT MAX. 16 FT. O.C. WITH PREFORMED JOINT FILLER AND SEALANT. 5.PROVIDE CONTROL JOINTS AT 5' O.C. 6.MUST BE IN ACCORDANCE WITH THE M.A. STANDARD SPECIFICATIONS, CURRENT EDITION. 12" 3/4" CHAMFER PAVEMENT 6" 12" SEE PLANS 4" CEMENT CONCRETE SIDEWALK WITH 6x6-W1.4xW1.4 WWF (CONCRETE 3000 PSI) 6" SEE APPLICABLE JOINT DETAIL TOOLED JOINT FINISH GRADE OR BUILDING FACE 8" "SAND GRAVEL" FILL COMPACTED SUBGRADE CONCRETE SIDEWALK (TYP) 1/2" JOINT SEALANT WITH 1/8" RADIUS (TYP) FIXED OBJECT 1/2" PREFORMED JOINT FILLER WITH ZIP STRIP 1/2" 1/2"JOINT SEALANT WITH 1/8" RADIUS (TYP) 1/2" PREFORMED JOINT FILLER WITH ZIP STRIP 1/2" CONTROL JOINTEXPANSION JOINT GRADES PER PLAN NOT TO SCALE SLOPE=1:1 PAVEMENT 34" CHAMFER TOOLED JOINT GRADES PER PLAN 4" CEMENT CONCRETE SIDEWALK WITH 6x6-W1.4xW1.4 WWF (CONCRETE 3000 PSI) 8" SAND GRAVEL FILLSLOPE=1:1 5" 6"6"6" 6" 6" MONOLITHIC CONCRETE SIDEWALK (FLUSH) SECTION NOT TO SCALE TOOLED JOINT 1/3 DEPTH OF CONCRETE NOT TO SCALE TYPICAL PAVEMENT SECTION NOTE: SEE GEOTECHNICAL ENGINEERING REPORT PREPARED BY MCARDLE GANNON ASSOCIATES, INC. DATED NOVEMBER 6, 2024 FOR PAVEMENT SECTION SPECIFICATIONS. STANDARD PAVING (CAR TRAFFIC) 6" SAND AND GRAVEL BASE COURSE WELL-DRAINED SUBGRADE (SUBGRADE TO BE MODIFIED 95% PROCTOR MINIMUM COMPACTION) 1 1/2" BITUMINOUS CONCRETE BINDER COURSE 1 1/2" BITUMINOUS CONCRETE TOP COURSE PRIME COAT VERTICAL FACE OF SAWCUT PRIOR TO INSTALLATION OF NEW PAVEMENT LAYERS. SUBBASE COURSE GRAVEL BASE COURSE MAINTAIN GUTTER FLOW EXISTING FULL-DEPTH PAVEMENT EXISTING SUBGRADE EXISTING EDGE OF PAVEMENT 1.0' CUT-BACK 1.0' OVER-TRIM NEW PAVEMENT. REFER TYPICAL PAVEMENT SECTION (SEE DETAIL ON THIS SHEET) NOT TO SCALE PAVEMENT TIE-IN DETAIL 11/16" BY 2 1/2" DOWEL SOCKETS SHALL BE FURNISHED AT ENDS OF ALL CURB SECTIONS TO RECEIVE 1/2" Ø DOWEL COMPACTED GRAVEL (1 1/2" MAXIMUM STONE SIZE) COMPACTED SUBGRADE 6" 6" (MINIMUM) 12" 6" 18" SLOPE VARIES 2,500 PSI CEMENT CONCRETE IF CURB IS SET AFTER BINDER COURSE IS IN PLACE PROPOSED PAVEMENT TACK COAT 1" CHAMFER REINFORCED PRECAST CONCRETE CURB 6" (TYP) 12" (MINIMUM) TREATMENT VARIES NOT TO SCALE PRECAST CONCRETE CURB NOT TO SCALE NOTES: 1.SIGN MUST BE PLACED BEHIND APPLICABLE VAN ACCESSIBLE OR ACCESSIBLE SPACE AS SHOWN ON SITE PLAN. 2.ACCESSIBLE PARKING SPACES AND SIGNAGE MUST COMPLY WITH LATEST VERSION OF THE ADA STANDARDS FOR ACCESSIBLE DESIGN, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) OR THE APPLICABLE STATE/ MUNICIPAL BUILDING CODE, WHICHEVER STANDARD CONTROLS. 3.THE MAXIMUM HEIGHT OF THE TOP OF THE HIGHEST SIGN SHALL BE 96". 4.THE MINIMUM HEIGHT OF THE BOTTOM OF THE LOWEST SIGN SHALL BE 60". 5.THE ABOVE NOTES APPLY REGARDLESS OF ADA SIGN MOUNTING TYPE (I.E. POLE MOUNTED, BOLLARD MOUNTED, WALL MOUNTED ETC) TYPICAL ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING PERMIT REQUIRED 12"12" 18" 60" MIN 96" MAX ACCESSIBLE VAN ACCESSIBLE PARKING PERMIT REQUIRED 60" MIN NOTES: 1.SHALL BE IN ACCORDANCE WITH M.A. STANDARD SPECIFICATIONS. 2.WHEN ANY OBSTRUCTION LOCATED IN THE SIDEWALK FALLS WITHIN A CROSSWALK AREA, THE WHEELCHAIR RAMP WILL BE PLACED SUCH THAT THE OBSTRUCTION FALLS OUTSIDE OF THE RAMP. 3.AT NO TIME IS ANY PART OF THE WHEELCHAIR RAMP TO BE LOCATED OUTSIDE OF THE CROSSWALK, AND IT IS TO BE CENTERED WHENEVER POSSIBLE. 4.DRAINAGE FACILITIES ARE TO BE LOCATED UP-GRADE OF ALL WHEELCHAIR RAMPS. 5.LOCATION OF WHEELCHAIR RAMPS IS AS SHOWN ON CONTRACT DRAWINGS. 6.IN NO INSTANCE SHALL THE SIDEWALK CROSS SLOPE EXCEED 1:50 EXCEPT WITHIN THE RAMP AREA. 7.AN UNOBSTRUCTED PATH OF TRAVEL WITH A MINIMUM WIDTH OF 3'-0" SHALL BE MAINTAINED. 8.THE WHEELCHAIR RAMP SLOPE AND SIDE SLOPES (TRANSITIONS), MUST NOT EXCEED 1:12. HOWEVER, THESE SLOPES MAY BE FLATTER THAN 1:12 WHEN WARRANTED BY SURROUNDING CONDITIONS. 9.IN NO CASE, WHERE A STOP LINE IS WARRANTED, SHALL A RAMP BE PLACED BEHIND THE STOP LINE. 10.THE ENTRANCE OF THE WHEELCHAIR RAMP SHALL BE FLUSH WITH THE ROADWAY. 11.THE WHEELCHAIR RAMP SHALL BE CENTERED RADIALLY, OPPOSITE THE RADIUS POINT WHEN POSSIBLE. 12.MINIMUM LENGTH OF STRAIGHT OR CIRCULAR FILLER PIECES TO BE 3'-0" (GREATER LENGTHS PREFERRED). 13.ALL REQUIRED CUTTING OF CURB PIECES TO BE PAID FOR UNDER COST OF CURB. BITUMINOUS OR CONCRETE SIDEWALK 3" BITUMINOUS OR 4" CONCRETE BITUMINOUS 4" OR 8" CONCRETE STANDARD CURB SECTIONS OR WHEELCHAIR RAMP TRANSITION CURB AS REQUIRED EDGE OF ROADWAY THIGH SI D E TRANSI T I O N 7'-6" LOW SI D E TRANSI T I O N 1:15 MAX 1:15 MAX 1:15 MAX (6.7%) 1:15 MAX (6.7%) 1:15 MAX (6.7 % ) ISOMETRIC VIEW WHEELCHAIR RAMP (ADA) NO FLARES VARIES VARIES 5'-0" 7'-6"A 1:67 1:67 MINIM U M 5'- 0"1:67 6" CURB WHEELCHAIR RAMP TRANSITION CURB 5'-0" MINIMU M PAVEMENT 1:67 GRAVEL BORROW SECTION A-A A 6" VARIES 5'-0" MINIMUMROADWAY PROFILE GRADE T (FT.) 0.00 0.01 0.02 0.03 0.04 0.05 1:67 1:15 MAX (6.7 % ) 7.5 9.0 11.0 13.5 19.0 30.0 NOT TO SCALE 1.ALL IMPROVEMENTS MUST COMPLY WITH THE "AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG)" BY THE DEPARTMENT OF JUSTICE (CURRENT EDITION). 2.MAXIMUM RUNNING SLOPE ALONG ALL ACCESSIBLE PATHS OF TRAVEL MUST BE 4.5% (0.045 FT/FT), AND MAXIMUM CROSS SLOPE ACROSS ALL ACCESSIBLE PATHS OF TRAVEL MUST BE 1.5% (0.015 FT/FT). 3.ADA PARKING SPACES AND LOADING AREAS: THE STEEPEST SLOPE OF THE SPACE, MEASURED IN ANY DIRECTION (INCLUDING DIAGONAL), MUST BE LESS THAN OR EQUAL TO 2% (0.02 FT/FT). DIPRETE ENGINEERING GENERALLY RECOMMENDS A MAXIMUM OF 1.4% (0.014 FT/FT) BE USED FOR BOTH RUNNING AND CROSS SLOPES IN ORDER TO COMPLY. 4.A MINIMUM 5'x5' LANDING MUST BE PROVIDED IN FRONT OF ALL PUBLICLY ACCESSIBLE BUILDING ENTRANCES/ EGRESSES. THE STEEPEST SLOPE OF THE LANDING, MEASURED IN ANY DIRECTION (INCLUDING DIAGONAL), MUST BE LESS THAN OR EQUAL TO 2% (0.02 FT/FT). DIPRETE ENGINEERING GENERALLY RECOMMENDS A MAXIMUM OF 1.4% (0.014 FT/FT) BE USED FOR BOTH RUNNING AND CROSS SLOPES IN ORDER TO COMPLY. 5.FOR EVERY 6 (OR FRACTION OF 6) ADA PARKING SPACES, AT LEAST ONE MUST BE A VAN PARKING SPACE. FOR EXAMPLE, IF 7 ADA PARKING SPACES ARE REQUIRED, A MINIMUM OF 2 MUST BE VAN SPACES. 6.NOTWITHSTANDING THE NOTES LISTED ABOVE, TOWN OR STATE-SPECIFIC STANDARDS MAY BE MORE STRINGENT AND OVERRULE. IT IS THE RESPONSIBILITY OF THE USER OF THIS PLAN SET TO MAINTAIN COMPLIANCE WITH THE CONTROLLING STANDARD. 7.NOTE THAT THE GRADING/ PLAN VIEWS AND DETAILS CONTAINED WITHIN THIS PLAN SET MAY NOT SHOW THE DETAIL NECESSARY TO CONSTRUCT WALKWAYS, RAMPS AND SPACES TO COMPLY WITH THE ABOVE REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE THE LEVEL OF CARE NECESSARY TO BE CERTAIN THAT THE CONSTRUCTED PRODUCT MEETS ADA/ CONTROLLING STANDARDS. IN THE EVENT OF ANY NON COMPLIANCE THE CONTRACTOR MUST NOTIFY THE DESIGNER BEFORE CONSTRUCTION FOR ADVICE IN FINDING A RESOLUTION. ADA NOTES NOT TO SCALE 4" WHITE STRIPING 2' O.C. AT 45° TYPICAL ACCESSIBLE PARKING SPACES 8'MINIMUM SEE SITE PLAN 8' MINIMUM 8' MINIMUM SEE SITE PLAN 5' MINIMUM TYPICAL VAN ACCESSIBLE PARKING SPACE TYPICAL ACCESSIBLE PARKING SPACE 4" WHITE STRIPING 2' O.C. AT 45° SEE SITE PLAN SEE SITE PLAN NOTES 1. ALL PAINT MUST BE FAST DRYING TRAFFIC PAINT, MEETING THE REQUIREMENTS OF AASHTO M248 TYPE F, PAINT MUST BE APPLIED AS SPECIFIED BY THE MANUFACTURER. 2. APPLY 2 COATS OF TRAFFIC TYPE PAINT. APPLY THE FIRST COAT NOT LESS THAN FIVE DAYS AFTER THE PLACING OF BITUMINOUS PAVEMENT. ALLOW FOR MINIMUM CURE TIME OF 24 HOURS BETWEEN APPLICATIONS. 3. FOR REDEVELOPMENT SITES, PAINT COLOR AND SIZE/ STENCILING OF PAINTED ADA SYMBOL MUST MATCH ADJACENT SPACES, SO LONG AS THEY COMPLY WITH THE CURRENT EDITIONS OF ALL APPLICABLE STANDARDS AND REGULATIONS. PAINTED ADA SYMBOL (REFERENCE MUTCD FIGURE 3B-22 IN CONFORMANCE WITH ADA REGULATIONS) PAINTED ADA SYMBOL (REFERENCE MUTCD FIGURE 3B-22 IN CONFORMANCE WITH ADA REGULATIONS) NOTES: 1.THE VERTICAL SEPARATION BETWEEN THE WATER MAIN AND THE PROPOSED UTILITY SHOULD BE A MINIMUM OF 18". 2.THE HORIZONTAL SEPARATION BETWEEN THE WATER MAIN AND THE PROPOSED UTILITY SHALL BE A MINIMUM OF 10'. 3.IF 1 OR 2 CAN NOT BE MAINTAINED THE PROPOSED UTILITY IS TO BE ENCASED IN CONCRETE 12' ON EITHER SIDE OF THE CROSSING. FINISH GRADE 5'-0" MINIMUM D.I. WATER MAIN 18"SEWER FORCE MAIN, SEWER PIPE, OR DRAINAGE PIPE NOT TO SCALE UTILITY SEPARATION GRASSED AREA PAVED AREA NOT TO SCALE SEWER TRENCH DETAIL 12" 12"-18" 6" 6" 23 OD 3/4" MINUS STONE BEDDING BIT. CONCRETE USED FOR PATCHING SHALL BE TYPE L-1, HOT MIX, COMPACTED 95% TO A MIN. THICKNESS OF 4" WITH A HAND OPERATED MECHANICAL VIBRATORY COMPACTOR 6" LOAM SAW CUT EXISTING PAVEMENT & CLEAN FACE THOROUGHLY APPLY A COAT OF RAPID CURING (RC) CUT-BACK ASPHALT PRIOR TO PLACING BITUMINOUS CONC. PAVEMENT SEWER TAPE ROLLED ALONG ABOVE PIPE OPTION COARSE SAND OR FINE GRAVEL SUITABLE FOR BACKFILL TO 6" OVER TOP OF PIPE COMPACT THOROUGHLY SEE PAVEMENT SECTION DETAIL FOR BASE AND SUBBASE DETAIL "GRANULAR FILL" OR SUITABLE MATERIAL FROM EXCAVATION. COMPACT TO A MIN. OF 95% OF THE MAXIMUM DRY DENSITY. NOTES: 1.WIDTH (W) OF TRENCH IS EQUAL TO THE INSIDE DIAMETER OF THE PIPE PLUS 12". 2.SOIL UNDER CRUSHED STONE FOUNDATION SHALL BE UNDISTURBED AND COMPACTED MATERIAL WITH SEVERAL PASSES OF A VIBRATORY PLATE COMPACTOR. 3.STONE FOUNDATION 3 4" MINUS SHALL BE PLACED 6" UNDER THE PIPE AND UP TO THE PIPE LAID THEREON, STONE PULLED AGAINST THE PIPE SIDES TO FIRMLY HOLD THE PIPE IN PLACE. 4.3 4" MINUS SHALL BE BROUGHT LEVEL TO THE TOP OF THE PIPE AND OUT TO THE TRENCH WALL AT THIS ELEVATION FOR ALL PIPE. 5.IF 34" CRUSHED OR WASHED STONE IS USED IN LIEU OF 34" MINUS, STONE BEDDING MUST BE WRAPPED IN NON WOVEN FILTER FABRIC 3/4" MINUS STONE BEDDING 3/4" MINUS STONE BEDDING NOT TO SCALE BIKE RACK (7 BIKES) NOTE: TO BE MANUFACTURED BY PARKTASTIC OR APPROVED EQUIVALENT. COLOR BY OWNER. NOT TO SCALE 6" BOLLARD DETAIL COMPACTED SUBGRADE 1'-8" Ø CONCRETE FOOTING CONCRETE COMPRESSIVE STRENGTH (28 DAYS) = 3,000 ROUNDED CONCRETE TOP PAINTED MEDIUM GRAY OR AS SPECIFIED ON LANDSCAPE PLANS OR SPECIFICATIONS GRADE 6" Ø SCHEDULE 40 STEEL POST FILLED WITH CONCRETE AND PAINTED MEDIUM GRAY OR AS SPECIFIED ON LANDSCAPE PLANS OR SPECIFICATIONS4'-0" OR AS NOTED4'-0"6"4" DENSE GRADED AGGREGATE COURSE DiPrete EngineeringBoston Providence NewportZ:\DEMAIN\PROJECTS\3300-001 STEVENS STREET 268\AUTOCAD DRAWINGS\3300-001-PLAN.DWG Plotted: 2/18/2025DATENO.0J.M.F.DRAWN BY: J.A.R.11/29/2023SITE PLAN REVIEWDESIGN BY: B.A.C.DESCRIPTIONBY:THIS PLAN SET MUST NOT BE USED FOR CONSTRUCTION PURPOSESUNLESS STAMPED 'ISSUED FOR CONSTRUCTION' AND STAMPED BYA REGISTERED PROFESSIONAL ENGINEER OF DIPRETEENGINEERING.DIPRETE ENGINEERING ONLY WARRANTS PLANS ON A DIPRETEENGINEERING TITLE BLOCK STAMPED BY REGISTEREDPROFESSIONAL ENGINEER OF DIPRETE ENGINEERING. DIPRETEENGINEERING DOES NOT WARRANT PLANS BY ANY OTHER PARTY.THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS,METHODS, SAFETY PRECAUTIONS AND REQUIREMENTS, AND OSHACONFORMANCE IN THE IMPLEMENTATION OF THIS PLAN ANDDESIGN.EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATEONLY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FORDAMAGES INCURRED DUE TO LOCATIONS OF EXISTING UTILITIES.SHEET PREPARED FOR: OF L1.1Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comDE JOB NO: 3300-001 COPYRIGHT 2025 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTSMAP 308 LOT 171J.M.F.03/15/2024SITE PLAN REVIEW2J.A.R.04-19-2024RESPONSE TO COMMENTS2/19/2025 3J.A.R.05-31-2024REVISED PER TOWN STAFF COMMENTS4P.A.A.06-04-2024REVISED BUILDING NOTES5J.M.F.10-16-202450% PROGRESS SET6J.M.F.1-10-202580% PROGRESS SET7J.M.F.2-19-2025100% CONSTRUCTION DOCUMENTSC7.2Detail Sheet - 3 DiPrete EngineeringBoston Providence NewportZ:\DEMAIN\PROJECTS\3300-001 STEVENS STREET 268\AUTOCAD DRAWINGS\3300-001-PLAN.DWG Plotted: 2/18/2025DATENO.0J.M.F.DRAWN BY: J.A.R.11/29/2023SITE PLAN REVIEWDESIGN BY: B.A.C.DESCRIPTIONBY:THIS PLAN SET MUST NOT BE USED FOR CONSTRUCTION PURPOSESUNLESS STAMPED 'ISSUED FOR CONSTRUCTION' AND STAMPED BYA REGISTERED PROFESSIONAL ENGINEER OF DIPRETEENGINEERING.DIPRETE ENGINEERING ONLY WARRANTS PLANS ON A DIPRETEENGINEERING TITLE BLOCK STAMPED BY REGISTEREDPROFESSIONAL ENGINEER OF DIPRETE ENGINEERING. DIPRETEENGINEERING DOES NOT WARRANT PLANS BY ANY OTHER PARTY.THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS,METHODS, SAFETY PRECAUTIONS AND REQUIREMENTS, AND OSHACONFORMANCE IN THE IMPLEMENTATION OF THIS PLAN ANDDESIGN.EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATEONLY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FORDAMAGES INCURRED DUE TO LOCATIONS OF EXISTING UTILITIES.SHEET PREPARED FOR: OF L1.1Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comDE JOB NO: 3300-001 COPYRIGHT 2025 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTSMAP 308 LOT 171J.M.F.03/15/2024SITE PLAN REVIEW2J.A.R.04-19-2024RESPONSE TO COMMENTS2/19/2025 3J.A.R.05-31-2024REVISED PER TOWN STAFF COMMENTS4P.A.A.06-04-2024REVISED BUILDING NOTES5J.M.F.10-16-202450% PROGRESS SET6J.M.F.1-10-202580% PROGRESS SET7J.M.F.2-19-2025100% CONSTRUCTION DOCUMENTSC7.3Detail Sheet - 4Additional Testhole Information ESTIMATED SEASONAL HIGH GROUNDWATER ELEVATION (*) TESTHOLE NUMBER 21.72'16.80'DTH 23-1 21.32'16.40'DTH 23-2 Additional Testhole Information TESTHOLE NUMBER 22.41'17.49'DTH 23-3 21.68'17.76'DTH 23-4 Additional Testhole Information TESTHOLE NUMBER 23.65'17.32'DTH 23-5 21.63'17.46'DTH 23-6 Additional Testhole Information TESTHOLE NUMBER 22.57'16.24'DTH 23-7 21.75'15.42'DTH 23-8 SURFACE ELEVATION (*) ESTIMATED SEASONAL HIGH GROUNDWATER ELEVATION (*) SURFACE ELEVATION (*) ESTIMATED SEASONAL HIGH GROUNDWATER ELEVATION (*) SURFACE ELEVATION (*) ESTIMATED SEASONAL HIGH GROUNDWATER ELEVATION (*) SURFACE ELEVATION (*) (*) THE ESTIMATED SEASONAL HIGH GROUNDWATER ELEVATIONS ARE AT THE LOCATION OF THE TEST HOLE. ELEVATIONS IN SPECIFIC LOCATIONS ARE REQUIRED TO BE INTERPOLATED DiPrete EngineeringBoston Providence NewportZ:\DEMAIN\PROJECTS\3300-001 STEVENS STREET 268\AUTOCAD DRAWINGS\3300-001-PLAN.DWG Plotted: 2/18/2025DATENO.0J.M.F.DRAWN BY: J.A.R.11/29/2023SITE PLAN REVIEWDESIGN BY: B.A.C.DESCRIPTIONBY:THIS PLAN SET MUST NOT BE USED FOR CONSTRUCTION PURPOSESUNLESS STAMPED 'ISSUED FOR CONSTRUCTION' AND STAMPED BYA REGISTERED PROFESSIONAL ENGINEER OF DIPRETEENGINEERING.DIPRETE ENGINEERING ONLY WARRANTS PLANS ON A DIPRETEENGINEERING TITLE BLOCK STAMPED BY REGISTEREDPROFESSIONAL ENGINEER OF DIPRETE ENGINEERING. DIPRETEENGINEERING DOES NOT WARRANT PLANS BY ANY OTHER PARTY.THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS,METHODS, SAFETY PRECAUTIONS AND REQUIREMENTS, AND OSHACONFORMANCE IN THE IMPLEMENTATION OF THIS PLAN ANDDESIGN.EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATEONLY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FORDAMAGES INCURRED DUE TO LOCATIONS OF EXISTING UTILITIES.SHEET PREPARED FOR: OF L1.1Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comDE JOB NO: 3300-001 COPYRIGHT 2025 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTSMAP 308 LOT 171J.M.F.03/15/2024SITE PLAN REVIEW2J.A.R.04-19-2024RESPONSE TO COMMENTS2/19/2025 3J.A.R.05-31-2024REVISED PER TOWN STAFF COMMENTS4P.A.A.06-04-2024REVISED BUILDING NOTES5J.M.F.10-16-202450% PROGRESS SET6J.M.F.1-10-202580% PROGRESS SET7J.M.F.2-19-2025100% CONSTRUCTION DOCUMENTSC7.4Detail Sheet - 51" = 2' DUMPSTER ENCLOSURE DETAIL 6' TALL 8" CMU BLOCK WALL, PAINTED MEDIUM GRAY WITH ROUNDED CONCRETE CAP (SEE DUMPSTER WALL SECTION) (TYP) DUMPSTER (BY OTHERS)1.5'(TYP)13.0' O.C. TO POSTS45° CUTS ON CONCRETE PAD. SEE PLAN FOR LIMITS OF CONCRETE PAD.22'4"20.0'ROUND POSTS WITH BASE PLATE ANCHOR MOUNT. CLEARANCES TO CMU WALL TO BE PROVIDED AND DETERMINED BY CITYSCAPES (OR APPROVED EQUAL) CONTRACTOR TO SUBMIT SHOP DRAWINGS8.6' O.C. TO POSTS25'4" 3.0' 3.0'7.0'(TYP)2.0'NOT TO SCALE CONCRETE DUMPSTER PAD SEE ENCLOSURE PLAN FOR SIZE X X X XX XX X8"10"3"6"x6" X W1.2xW1.2 WWF STEEL MAT REINFORCING 28 DAY 4,000 PSI POUR FLUSH WITH PROPOSED PAVEMENT GRADE 4" WIDE PAVEMENT SEALER ADJACENT PAVEMENT UNDISTURBED EARTH3/4" CRUSHED STONE 2" MIN ALL SIDES NOTES: 1.PROVIDE ISOLATION JOINT WHERE CONCRETE ABUTS A RIGID STRUCTURE.2.0'NOT TO SCALE 4" BOLLARD BASE DETAIL COMPACTED SUBGRADE 1'-6" Ø CONCRETE FOOTING CONCRETE COMPRESSIVE STRENGTH (28 DAYS) = 3,000 PSI GRADE 4" Ø SCHEDULE 40 STEEL POST FILLED WITH CONCRETE (PAINTED COLOR MEDIUM GRAY)4'-0" OR AS NOTED3'-0"6"CONCRETE PAD (SEE CONCRETE DUMPSTER PAD DETAIL) METAL INFILL 4" VERTICAL SLAT DOORS IN SLATE GRAY WITH BRIDGE DOOR HANDLES BY CITYSCAPES (OR APPROVED EQUAL) CONTRACTOR TO SUBMIT SHOP DRAWINGS HOLD OPEN HINGES WITH MODERN LATCH AND DROP PINS BY CITYSCAPES (OR APPROVED EQUAL) CONTRACTOR TO SUBMIT SHOP DRAWINGS 4" BOLLARDS, PAINTED MEDIUM GRAY, AND PLACED A MINIMUM OF 1.5' OFF OF CMU WALL (9 TOTAL- TYP) RECYCLE BINS (BY OTHERS- 4 TOTAL) 7.0'7.0' 12" EXPANSION JOINT BETWEEN CMU WALL AND CONCRETE SLAB (TYP) 3.0' 12" EXPANSION JOINT 1/4" PER FOOT (MAXIMUM) SEE GRADING PLAN NOT TO SCALE DUMPSTER WALL SECTION CONCRETE DUMPSTER PAD (SEE DETAIL ON THIS SHEET)6'-0"2'-6"8" ROUNDED CONCRETE CAP BOND BEAM COURSE WITH (1) #5 CONT REINFORCE WITH #5 AT EACH CORNER, END, AND AT 48" O.C. BETWEEN. LAP BARS 24" MIN. FILL CELLS WITH WITH GROUT DUROWALL REINFORCING AT 16" O.C. 12" EXPANSION JOINT BETWEEN CMU WALL AND CONCRETE SLAB DOWEL TO MATCH REINFORCEMENT (2)#5 CONT 3" CLEAR (TYP)1'- 0"8" CMU WALL BLOCK AND FINISH TO MATCH BUILDING GROUND ELEVATION VARIES. SEE GRADING PLAN 1'-0" HYD VANE E E E GGGGG W W WWS F M EEEE W W G WV WV UP 55-10 UP 55-9 D D D D D UP 428-1 UP 428-2 WV WV UP XXXXG DDDDDDDDDDDDOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWG G G G G G GGG G G G GGGGGGGG SSSSW W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWN14°50'23"W154.05'STEVENS STREET(1965 TOWN LAYOUT - PUBLIC RIGHTOF WAY)HOLMES LANE(40' WIDE PRIVATE RIGHT OF WAY)NORT H S T R E E T (PUBLI C RI G H T O F W A Y) JOSE P. & CACILDA MAP 308 LOT 19 N/F PRISTINE CAPE COD HOMES, INC.MAP 308 LOT 18 N/F WEST BAY PROPERTIES INC.DIRTROADGRANITE CURBASPHALT SIDEWALKSTOCKADE FENCERESIDENTIAL BUILDING 17,787 SF +/- MITCHELL WAY (PUBLIC RIGHT OF WAY) EXISTING ASPHALT SIDEWALK TO BE REPLACED PROPOSED DUMPSTER ENCLOSURE MAINTENANCE AND BIKE STORAGE SITE MAP 308 LOT 17 1.49 ACRES PAH 14 PAH 15 PV 3 PV 10 PAH 7 IG 6 IV 2 PROPOSED TRANSFORMER IC 6 CXA 6IG 5 HA 9 PAH 8IC 9 PAH 6 OUTDOOR PATIO - SEE LANDSCAPE DETAILS LOAM & SEED (TYP) PAH 10 3 HQ 7 PL 2 CSA 4 PV 3 HA 6 HA 12 CXA 8 IG 3 HQ 2 VC 5 IG 4 HQ 6 IG 7 CXA 1 VC 4 CXA 6 IC 8 IG 7 PV 3 PL 13 PAH 22 CXA 6 CSA 5 HQ 4' HIGH FENCE ALONG BACK PROPERTY LINE (TBD)MA S T A T E P LA N E N AD 83PLE A S A N T HILL L A N E (1961 T O W N L A Y O U T PUB L I C R I G H T O F W A Y ) CONCRETE BOUND FOUND/HELD DiPrete EngineeringBoston Providence NewportZ:\DEMAIN\PROJECTS\3300-001 STEVENS STREET 268\AUTOCAD DRAWINGS\3300-001-LARC.DWG Plotted: 2/18/2025DATENO.0J.M.F.DRAWN BY: J.A.R.11/29/2023SITE PLAN REVIEWDESIGN BY: B.A.C.DESCRIPTIONBY:THIS PLAN SET MUST NOT BE USED FOR CONSTRUCTION PURPOSESUNLESS STAMPED 'ISSUED FOR CONSTRUCTION' AND STAMPED BYA REGISTERED PROFESSIONAL ENGINEER OF DIPRETEENGINEERING.DIPRETE ENGINEERING ONLY WARRANTS PLANS ON A DIPRETEENGINEERING TITLE BLOCK STAMPED BY REGISTEREDPROFESSIONAL ENGINEER OF DIPRETE ENGINEERING. DIPRETEENGINEERING DOES NOT WARRANT PLANS BY ANY OTHER PARTY.THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS,METHODS, SAFETY PRECAUTIONS AND REQUIREMENTS, AND OSHACONFORMANCE IN THE IMPLEMENTATION OF THIS PLAN ANDDESIGN.EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATEONLY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FORDAMAGES INCURRED DUE TO LOCATIONS OF EXISTING UTILITIES.SHEET PREPARED FOR: OF L1.1MASSACHUSET T S ALEXAN D R A C. AV ERYNO.1 5 4 4REGI ST E R ED LANDS C A P E ARCHITECT2-19-2025Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comDE JOB NO: 3300-001 COPYRIGHT 2025 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTSMAP 308 LOT 171J.M.F.03/15/2024SITE PLAN REVIEW2J.A.R.04-19-2024RESPONSE TO COMMENTS3J.A.R.05-31-2024REVISED PER TOWN STAFF COMMENTS4P.A.A.06-04-2024REVISED BUILDING NOTES5J.M.F.10-16-202450% PROGRESS SET6J.M.F.1-10-202580% PROGRESS SET7J.M.F.2-19-2025100% CONSTRUCTION DOCUMENTS0 10' 20' 40' SCALE: 1"=20' L0Landscape PNanPLANTING NOTES: 1.PLANTING MUST CONFORM TO TOWN OF BARNSTABLE, MA LANDSCAPE REQUIREMENTS. 2.CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS BY NOTIFYING DIG-SAFE 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO ANY CONSTRUCTION OR SITE PREPARATION AND ANY/OR ALL LOCAL UTILITY COMPANIES AS REQUIRED. 3.CONTRACTOR TO PROVIDE A TWO (2) YEAR GUARANTEE FOR ALL MATERIALS. CONTRACTOR GUARANTEES THAT PLANTS WILL REMAIN HEALTHY FOR TWO (2) GROWING SEASONS. CONTRACTOR TO MAINTAIN ALL PLANTING AND LAWNS UNTIL FINAL PROJECT ACCEPTANCE. GUARANTEE PERIOD TO COMMENCE AT FINAL ACCEPTANCE. ANY REPLACEMENT PLANTS SHALL BE OF THE SAME SIZE AND SPECIES AS SPECIFIED WITH NEW GUARANTEE COMMENCING ON THE DATE OF REPLACEMENT. 4.ALL PLANT MATERIAL SHALL CONFORM, IN ALL RESPECTS, TO THE GUIDELINES OF "THE AMERICAN STANDARD FOR NURSERY STOCK," LATEST EDITION, PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION, INC. ALL PLANTS SHALL BE NURSERY GROWN AND SHALL HAVE BEEN GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT FOR AT LEAST TWO (2) YEARS. 5.PLANT SUBSTITUTION SELECTION MUST BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 6.ALL PLANTS TO BE PLANTED SO THAT AFTER SETTLEMENT THEY BEAR THE SAME RELATION TO THE SURROUNDING GROUND AS TO THEIR ORIGINAL GRADE BEFORE DIGGING. 7.CREATE SAUCER AROUND INDIVIDUAL PLANTS CAPABLE OF HOLDING WATER. ALL PLANTS TO BE FLOODED WITH CLEAN WATER TWICE WITHIN THE FIRST 24 HOURS OF PLANTING. ADDITIONAL WATERING SHALL BE MADE AS REQUIRED TO KEEP PLANTS FROM WILTING AND DRYING OUT UNTIL FINAL ACCEPTANCE. 8.ALL PLANTS TO RECEIVE A MINIMUM OF FOUR (3) INCHES OF MULCH COMPRISED OF DARK, AGED SHREDDED BARK AND SHALL COVER PLANTING BEDS AS SHOWN ON DRAWINGS. 9.TRIM BROKEN AND DEAD BRANCHES FROM TREES AND SHRUBS AFTER PLANTING. NEVER CUT A LEADER. 10.CONTRACTOR TO LOAM AND SEED ALL DISTURBED AREAS USING AN ENDOPHYTE ENHANCED GRASS SEED MIX AT A RATE OF 5-7 LBS. PER 1,000 SF OR AS DIRECTED BY TOWN. ANY SOD (TURF) UTILIZED SHALL BE DROUGHT TOLERANT ENDOPHYTES OR PREDOMINANTLY FESCUE IN CHARACTER. 11.RECOMMENDED DATES FOR PLANTING ARE MARCH 15 TO JUNE 15 AND SEPTEMBER 15 TO NOVEMBER 15. 12.ALL LANDSCAPED AREAS SHALL BE KEPT FREE OF WEEDS AND DEBRIS. ALL VEGETATION WITHIN SAID AREAS SHALL BE MAINTAINED FREE OF PHYSICAL DAMAGE CAUSED BY CHEMICALS, INSECTS, DISEASES, LACK OF WATER OR OTHER CAUSES. DAMAGED PLANTS SHALL BE REPLACED WITH THE SAME OR SIMILAR VEGETATION ON AN ANNUAL BASIS. 13.LOAM MOVED ON SITE TO BE STOCKPILED AND RETAINED AND TO BE USED AS REQUIRED FOR THE LANDSCAPE DESIGN. LOAM SHALL NOT BE MIXED WITH ANY UNSUITABLE MATERIALS OR SUBSOIL. EXCESS LOAM TO REMAIN ON THE OWNER'S PROPERTY AND ONLY REMOVED WITH THE OWNERS PERMISSION. NEW LOAM SHALL BE FRIABLE, FERTILE, MEDIUM TEXTURED SANDY LOAM THAT IS FREE OF TOXIC MATERIALS FOR HEALTHY PLANT GROWTH AND SURVIVAL. LOAM SHALL BE FREE OF MATTER 1" OR GREATER IN DIAMETER AND WHEN TESTED SHALL HAVE A PH BETWEEN 5.5 AND 7.5. CONTRACTOR TO PROVIDE 8 INCHES OF GOOD QUALITY, LOAM AND/OR REUSE EXISTING LOAM TO PROVIDE A MINIMUM 6 INCH DEPTH. 14.ANY DISTURBED AREA DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL STATE BY THE CONTRACTOR BEFORE COMPLETION OF THE PROJECT. 15.IRRIGATION BY OTHERS. PLANT BEDS AROUND THE PERIMETER OF THE BUILDING, INCLUDING PATIO AND STREET ENTRANCE, ARE RECOMMENDED TO BE IRRIGATED. FINAL DETERMINATION FOR LIMITS OF IRRIGATION BY INSTALLER & OWNER AND SHALL CONFORM WITH TOWN REGULATIONS. 16.LIGHTING PHOTOMETRICS/DESIGN BY OTHERS. 17.THIS PLAN IS FOR LANDSCAPE PLANTING ONLY. QR 1IG 4 CSA 6 BN 3 IV 6 AC 6 4 CXA 8 PAH 3 SR QR 1 4 PAH 4 IG 1 KL 72 AU RA 160 2 QR 2 AR QR 2 BN 1 RA 80 SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT CAL TREES - SMALL AV 1 Acer palmatum dissectum `Viridis`Viridis Japanese Maple 5/6` HT AC 8 Amelanchier canadensis Canadian Serviceberry Multi-trunkB&B 10` HT MIN 1.5" CAL MIN CLC 8 Crataegus laevigata `Crimson Cloud`Crimson Cloud Hawthorn B&B 10` HT MIN 1.5" CAL MIN MV 1 Magnolia virginiana Sweetbay Magnolia B&B 10` HT MIN 1.5" CAL MIN SR 3 Syringa reticulata 'Ivory Silk'Ivory Silk Japanese Tree Lilac B&B 10` HT MIN 1.5" CAL MIN TREES - TALL AR 2 Acer rubrum 'October Glory'October Glory Red Maple B&B 14` HT MIN 3" CAL MIN BN 4 Betula nigra 'Cully'Heritage River Birch Multi-trunk B&B 14` HT MIN 3" CAL MIN QR 9 Quercus rubra Red Oak B&B 14` HT MIN 3" CAL MIN TC 1 Tilia cordata 'Greenspire'Greenspire Littleleaf Linden B&B 14` HT MIN 3" CAL MIN SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE FIELD2 GRASSES CXA 55 Calamagrostis x acutiflora 'Karl Foerster'Karl Foerster Feather Reed Grass2 gal PV 38 Panicum virgatum 'Shenandoah'Shenandoah Switch Grass 2 gal PAH 85 Pennisetum alopecuroides 'Hameln'Hameln Fountain Grass 2 gal SHRUBS - LARGE KL 3 Kalmia latifolia 'Snow Drift'White Mountain Laurel 36-42" HT SHRUBS - MEDIUM CSA 14 Cornus sericea 'Artic Fire'Artic Fire Red Twig Dogwood 24-30" HT HA 18 Hydrangea arborescens 'Incrediball'Incrediball White Hydrangea 24-30" HT HQ 16 Hydrangea quercifolia 'Sike's Dwarf'Sike's Dwarf Oakleaf Hydrangea 18-24" HT IC 29 Ilex crenata 'Helleri'Heler Japanese Holly 18-24" HT IS 11 Ilex crenata 'Sky Pencil'Sky Pencil Japanese Holly 30-36" HT IG 58 Ilex glabra 'Compacta'Compact Inkberry 24-30" HT IV 8 Ilex verticillata Winterberry 24-30" HT PL 13 Prunus laurocerasus 'Otto Luyken'Otto Luyken English Laurel 24-30" HT VC 3 Viburnum trilobum American Cranberrybush 24-30" HT SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT FIELD2 SPACING SHRUB AREAS - SMALL AU 354 Arctostaphylos uva-ursi Kinnikinnick 4" pot 12" o.c. RA 240 Rhus aromatica 'Gro-Low'Gro-Low Fragrant Sumac 2 gal 36" o.c. GROUND COVERS LS 75 sf Liriope spicata 'Big Blue'Big Blue Creeping Lilyturf 1 gal 18" o.c. PT 186 sf Pachysandra terminalis Japanese Pachysandra 4" pot 8" o.c. PLANT SCHEDULE QR 1 KL 1 1 CLC 23 LS 3 LS 1 KL QR 1 AU 162 CLC 1 1 CLC CLC 2 CLC 2 CLC 1 1 TC 1 MV 64 AU 59 AU 19 LS IG 5 1 AV 1 QR AU 37 AU 16 5 IG PT 117 335 PT 52 PT GGG a b o m j m m j m e i n kl l g j g c d g a f c c n n n n n h h kl l 4.0'10.0' CL 31.2'15.3'13.1'2.0'26.0' 16.7'9.3' 2 . 0 '32.4'18.6'4.8'5.1'2.0'1.0' 4.0'10.4'2.0'17.1' 26.0'10.7'DiPrete EngineeringBoston Providence NewportZ:\DEMAIN\PROJECTS\3300-001 STEVENS STREET 268\AUTOCAD DRAWINGS\3300-001-LARC.DWG Plotted: 2/18/2025DATENO.0J.M.F.DRAWN BY: J.A.R.11/29/2023SITE PLAN REVIEWDESIGN BY: B.A.C.DESCRIPTIONBY:THIS PLAN SET MUST NOT BE USED FOR CONSTRUCTION PURPOSESUNLESS STAMPED 'ISSUED FOR CONSTRUCTION' AND STAMPED BYA REGISTERED PROFESSIONAL ENGINEER OF DIPRETEENGINEERING.DIPRETE ENGINEERING ONLY WARRANTS PLANS ON A DIPRETEENGINEERING TITLE BLOCK STAMPED BY REGISTEREDPROFESSIONAL ENGINEER OF DIPRETE ENGINEERING. DIPRETEENGINEERING DOES NOT WARRANT PLANS BY ANY OTHER PARTY.THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE MEANS,METHODS, SAFETY PRECAUTIONS AND REQUIREMENTS, AND OSHACONFORMANCE IN THE IMPLEMENTATION OF THIS PLAN ANDDESIGN.EXISTING UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATEONLY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FORDAMAGES INCURRED DUE TO LOCATIONS OF EXISTING UTILITIES.SHEET PREPARED FOR: OF L1.1MASSACHUSET T S ALEXAN D R A C. AV ERYNO.1 5 4 4REGI ST E R ED LANDS C A P E ARCHITECT2-19-2025Two Stafford Court Cranston, RI 02920tel 401-943-1000 fax 401-464-6006 www.diprete-eng.comDE JOB NO: 3300-001 COPYRIGHT 2025 BY DIPRETE ENGINEERING ASSOCIATES, INC.460 WEST MAIN STREET,HYANNIS, MASSACHUSETTS 02601268 Stevens StreetHousing Assistance Corporation of Cape CodBARNSTABLE, MASSACHUSETTSMAP 308 LOT 171J.M.F.03/15/2024SITE PLAN REVIEW2J.A.R.04-19-2024RESPONSE TO COMMENTS3J.A.R.05-31-2024REVISED PER TOWN STAFF COMMENTS4P.A.A.06-04-2024REVISED BUILDING NOTES5J.M.F.10-16-202450% PROGRESS SET6J.M.F.1-10-202580% PROGRESS SET7J.M.F.2-19-2025100% CONSTRUCTION DOCUMENTS0 5' 10' 20' SCALE: 1"=10' LLandscape DetaiNsDO NOT CUT LEADERREMOVE ALL DEADWOOD (DO NOT REMOVE ANY VEGETATION) TREE PER PLAN REMOVE ALL NURSERY PROTECTION DEVICES PRIOR TO PLANTING CUT AND REMOVE BURLAP AND WIRE BASKET FROM TOP 1/3 OF ROOTBALL ROOTBALL ON UNDISTURBED SUBGRADE KNOT GUY WEBBING GUYING DETAIL GUY WEBBING ATTACHED NO HIGHER THAN 1/2 AND NO LOWER THAN 1/3 THE HEIGHT OF THE TREE MOUND WITH EXCAVATED SOIL TO 3" ABOVE FINISHED GRADE PLANT TREE AT DEPTH EQUAL TO 2" LESS THAN THE DISTANCE FROM BOTTOM OF ROOTBALL TO ROOT COLLAR BACKFILL WITH LOAM 3" PINEBACK MULCH (UNLESS OTHERWISE NOTED ON PLANS) 2"x2" HARDWOOD STAKES (TYP.) HEIGHT VARIES DRIVE 3'-0" INTO GROUND OUTSIDE ROOTBALL NOT TO SCALE LARGE TREE STAKING AND PLANTING DETAIL (2" CALIPER AND GREATER) NOTE: IF THERE ARE ANY VARIATIONS BETWEEN THE DETAIL AND TOWN REQUIREMENTS, TOWN REQUIREMENTS SHALL BE FOLLOWED. SPREAD ROOTS OVER UNDISTURBED SUBGRADE GENTLY HAND LOOSEN SOIL FROM AROUND ROOTBALL WITHOUT SEVERING MAIN ROOTS PLANT SHRUB AT DEPTH EQUAL TO 2" LESS THAN THE DISTANCE FROM BOTTOM OF THE ROOTBALL TO THE ROOT COLLAR MOUND WITH EXCAVATED SOIL TO 3* ABOVE FINISHED GRADE REMOVE ALL DEADWOOD (DO NOT REMOVE ANY OTHER VEGETATION) SHRUB PER PLAN BACKFILL WITH LOAM 3" PINEBARK MULCH (UNLESS OTHERWISE NOTED ON PLANS) NOT TO SCALE CONTAINER GROWN SHRUB PLANTING DETAIL NOTE: IF THERE ARE ANY VARIATIONS BETWEEN THE DETAIL AND TOWN REQUIREMENTS, TOWN REQUIREMENTS SHALL BE FOLLOWED. KNOT GUY WEBBING DO NOT CUT LEADER BACKFILL WITH LOAM 0.8"(MAX.) TREE PER PLAN REMOVE ALL DEADWOOD (DO NOT REMOVE ANY OTHER VEGETATION) GUY WEBBING ATTACHED NO HIGHER THAN 1/2 AND NO LOWER THAN 1/3 THE HEIGHT OF THE TREE MOUND WITH EXCAVATED SOIL TO 3" ABOVE FINISHED GRADE PLANT TREE AT DEPTH EQUAL TO 2" LESS THAN THE DISTANCE FROM BOTTOM OF THE ROOTBALL TO ROOT COLLAR CUT AND REMOVE BURLAP AND WIRE BASKET FROM TOP 1/3 OF ROOTBALL 2"x2" HARDWOOD STAKES (TYP.) HEIGHT VARIES DRIVE 3'-0" INTO GROUND OUTSIDE OF PLANTING PIT ROOTBALL ON UNDISTURBED SUBGRADE 3" PINEBARK MULCH (UNLESS OTHERWISE NOTED ON PLANS) GUYING DETAIL 2 X ROOTBALL DIAMETER (MINIMUM) NOT TO SCALE EVERGREEN TREE PLANTING DETAIL (4'-0" HIGH AND GREATER) NOTE: IF THERE ARE ANY VARIATIONS BETWEEN THE DETAIL AND TOWN REQUIREMENTS, TOWN REQUIREMENTS SHALL BE FOLLOWED. PERENNIAL/ ORNAMENTAL GRASS PER PLAN MOUND WITH EXCAVATED SOIL TO 3" ABOVE FINISHED GRADE BACKFILL WITH LOAM GENTLY HAND LOOSEN SOIL FROM AROUND ROOTBALL WITHOUT SEVERING MAIN ROOTS 2" PINEBARK MULCH (UNLESS OTHERWISE NOTED ON PLANS) PLANT GRASS AT DEPTH EQUAL TO THAT WHICH THE PLANT WAS GROWN IN THE NURSERY SPREAD ROOTS OVER UNDISTURBED SUBGRADE NOT TO SCALE PERENNIALORNAMENTAL GRASS PLANTING DETAIL NOTE: IF THERE ARE ANY VARIATIONS BETWEEN THE DETAIL AND TOWN REQUIREMENTS, TOWN REQUIREMENTS SHALL BE FOLLOWED. OUTDOOR PATIO PLANTING AND SITE AMENITIES SEE LANDSCAPE PLAN FOR PLANTING OUTSIDE OF PATIO (TYP) 6' HIGH FENCE (73.5 LF±) & 4' WIDE GATE BY CITYSCAPES SITE AMENITIES: KEY ITEM A GRILL: ALFRESCO 56" SEAR ZONE GRILL ON CART + SIDE BURNER 1 EACH NATURAL GAS B FIRE PIT: CONCRETE CREATIONS 1 EACH SIMPLICITY EDGE FIRE BOWL 37" X 13.5", SMOKE GRAY NATURAL GAS PLANTERS: FORM & FIBER BOX SERIES CONCRETE C 24" X 24" X 18", NATURAL FINISH, 3 EACH D 48" X 24" X 24", NATURAL FINISH, 1 EACH E 72" X 24" X 30", NATURAL FINISH, 1 EACH F LOVESEAT: COUNTRY CASUAL TEAK 1 EACH CASITA SECTIONAL ARMLESS TEAK LOVESEAT, UNFINISHED BASKETWEAVE CUSHION, OYSTER G LOUNGE CHAIR: COUNTRY CASUAL TEAK 3 EACH CASITA TEAK LOUNGE CHAIRS, UNFINISHED BASKETWEAVE CUSHIONS, OYSTER H BENCHES: COUNTRY CASUAL TEAK 3 EACH HUDSON 6' TEAK BENCH WITH BACKREST, UNFINISHED i DINING TABLE: COUNTRY CASUAL TEAK 1 EACH HUDSON 6' RECTANGULAR TEAK DINING TABLE, UNFINISHED J SQUARE SIDE TABLES: COUNTRY CASUAL TEAK 3 EACH HUDSON SQUARE TEAK SIDE TABLE, UNFINISHED K ROUND BAR TABLES: MAGLIN SITE FURNITURE 2 EACH FORO COLLECTION 36" ROUND FREE STANDING POWDER COAT FINISH, MATTE GUNMETAL L BAR HEIGHT STOOLS: MAGLIN SITE FURNITURE 4 EACH FORO COLLECTION 42" HEIGHT POWDER COAT FINISH, MATTE GUNMETAL M ADIRONDACK CHAIRS: COUNTRY CASUAL TEAK 4 EACH ASPEN TEAK ADIRONDACK CHAIR, UNFINISHED N DINING CHAIRS: COUNTRY CASUAL TEAK 6 EACH ETHOS TEAK + STEEL STACKING SIDECHAIR, UNFINISHED O SIDEBOARD: COUNTRY CASUAL TEAK 1 EACH BERWICK SIDE TABLE, UNFINISHED FENCE & GATE: CITYSCAPES TOUGHGATE ENGINEERED WOOD INFILL SERIES VERTICAL PLANKWALL 6' HEIGHT FENCING, SQUARE POST 4' WIDE X 6' HEIGHT GATE COLOR & TEXTURED WOODGRAIN ON BOTH SIDES, SLATE GATE & DOOR POST: BASE PLATE ANCHOR MOUNT HARDWARE: BRIDGE HANDLE, HOLD OPEN - STYLE BY OWNER NOTE: FOB TO BE PROVIDED AT GATE LOCATION NOTE: SITE AMENITIES ARE RECOMMENDATIONS AND MAY SUBSTITUTED BY OWNER/ ARCHITECT AND MUST APPROVED BY OWNER PRIOR TO ORDERING/ INSTALLATION. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION. 0 5' 10' 20' SCALE: 1"=10'OUTDOOR PATIO LAYOUT HOSE BIBB LOCATION & INSTALLATION TO BE COORDINATED BY ARCHITECT & CONTRACTOR BIKE RACK SEE SITE DETAILS NOTE: PATIO LIGHTING BY ELECTRICAL ENGINEER/ OTHERS STAMPED CONCRETE PATIO PAVEMENT PATTERN/ COLOR TO ECHO BUILDING AESTHETIC AND TO BE COORDINATED BETWEEN ARCHITECT & OWNER 660 SF± PV 5 7 IS PV 4 4 IS CURB SEE SITE DETAILS SEE SITE PLANS FOR ADDITIONAL LAYOUT & DIMENSIONAL INFORMATION OUTSIDE OF PATIO AREA 10" Ø DRAIN (2 TYP) -SEE SITE PLANS Filename: Z:\Job Files\Holbrook Associated\Holbrook Associated 101064\Stevens Street\Working Files\AGI\268 Stevens Street Layout 01510917C.AGIScale: as notedDate:1/7/2025Filename: 268 Stevens Street Layout 01510917C.AGIDrawn By:PLOT TO 11"X17"PAGEThe Lighting Analysis, EZLayout, Energy Analysis and/or Visual Simulation ("Lighting Design") provided by RAB Lighting Inc. ("RAB") represents an anticipated prediction of lighting system performance based upondesign parameters and information supplied by others. These design parameters and information provided by others have not been field verified by RAB and therefore actual measured results may vary from theactual field conditions. RAB recommends that design parameters and other information be field verified to reduce variation.RAB does not warranty, either implied or stated, actual measured light levels or energy consumption levels as compared to those illustrated by the Lighting Design.RAB does not warranty, either implied or stated, nor represents the appropriateness, completeness or suitability of the Lighting Design as compliant with any applicable regulatory code requirements with theexception of those expressly stated on drawings created and submitted by RAB. The Lighting Design is issued, in whole or in part, as advisory documents for informational and convenience purposes only, is notintended for construction nor as a part of a project's construction documentation package, and should not be relied upon for any purpose.Immediately prior to any party ordering RAB products used in the Lighting Design, the ordering party must verify that the lumen output of the fixtures being ordered (as shown on RAB's website) match the lumen output shown in the Lighting Design. Occasionally, Lighting Designs previously provided use fixtures that are then updated prior to an order and such updates could change the lumen output of the fixture. This inturn, could impact the installed lighting performance that differs from the Lighting Design.Margaret KoenigPROJECT # : 219632Holbrook Associated35 Reservoir Park DriveRockland, MA 02370Prepared For:Tel: 781-871-0011Job Name:268 Stevens StreetHyannis, MALighting LayoutVersion CCASE # : 01510917Scale: 1 inch= 50 Ft.HYDVANGVGVGVGVWVWVWVWV3A4AA5B221A8B6BA70.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.20.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.3 0.2 0.10.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.5 0.7 0.5 0.3 0.2 0.0 0.00.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.9 1.3 1.1 0.9 0.3 0.1 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.6 1.5 2.3 2.4 2.1 0.3 0.1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.9 2.4 4.1 4.9 3.8 0.4 0.1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 1.3 3.3 5.5 6.8 3.6 0.4 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.1 0.1 0.2 0.3 0.7 1.8 4.1 6.4 7.1 2.1 0.3 0.10.0 0.0 0.00.0 0.0 0.0 0.1 0.1 0.2 0.4 1.0 2.3 4.9 7.5 9.2 1.9 0.3 0.10.0 0.00.0 0.0 0.0 0.1 0.1 0.2 0.5 1.2 2.6 5.2 7.7 8.9 2.9 0.3 0.10.00.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.3 2.6 5.2 8.8 8.2 4.4 0.4 0.10.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.2 2.3 4.5 8.0 7.5 5.5 0.5 0.20.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.1 1.9 3.4 5.9 5.8 4.6 0.5 0.3 0.2 0.2 0.2 0.30.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.8 1.4 2.2 3.1 3.0 2.4 0.9 0.6 0.5 0.4 0.4 0.5 0.6 0.7 0.70.00.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 1.2 1.5 1.7 1.8 1.8 1.6 1.5 1.3 1.1 1.1 1.1 1.0 1.1 1.0 0.7 0.4 0.2 0.00.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.0 1.2 1.2 1.5 2.2 3.3 3.4 3.2 2.7 2.5 2.1 1.7 1.8 1.8 1.2 0.7 0.3 0.00.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.6 1.0 1.6 3.0 5.7 6.5 7.1 5.4 5.3 3.6 2.7 3.0 2.8 2.3 1.3 0.3 0.00.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.1 0.1 0.2 0.5 1.0 1.7 3.5 6.9 6.9 10.2 6.8 7.7 4.6 3.7 4.6 4.9 4.8 1.1 0.00.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.6 1.0 1.7 3.3 6.3 6.2 8.1 6.8 7.5 4.7 4.3 5.7 6.8 7.3 0.8 0.00.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.4 0.6 1.1 1.5 2.5 3.4 3.7 5.2 4.7 5.1 4.3 4.9 6.4 6.4 3.5 0.7 0.00.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.4 0.7 1.1 1.5 2.0 2.1 2.3 2.8 2.9 3.4 3.6 4.7 6.3 7.9 1.5 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.8 1.3 1.9 2.5 2.3 2.8 2.9 2.8 2.9 2.9 3.3 4.2 4.9 0.9 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.5 1.0 1.6 3.0 4.5 4.3 5.7 5.0 3.8 3.0 2.3 2.0 2.1 1.70.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.5 1.0 1.9 4.0 7.4 6.8 9.4 6.9 5.0 3.0 1.6 1.1 1.0 0.70.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.5 1.1 2.1 4.4 8.3 7.5 10.9 6.8 4.9 2.7 1.1 0.6 0.5 0.4 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.5 1.0 1.9 3.9 6.4 7.2 10.6 7.8 5.2 2.7 1.2 0.6 0.5 0.6 1.1 1.20.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.8 1.4 2.4 3.7 5.1 8.4 7.6 6.1 3.8 2.1 1.3 0.9 1.0 1.9 3.9 7.5 7.4 6.8 4.4 1.70.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.9 1.4 2.2 4.1 6.6 8.0 7.1 5.4 3.5 2.0 1.4 1.5 2.2 3.6 5.9 6.5 6.5 5.4 2.70.0 0.0 0.1 0.1 0.2 0.3 0.5 0.7 1.4 3.5 7.4 8.0 7.2 6.8 3.8 2.2 1.5 1.4 1.8 2.9 3.8 4.2 4.6 3.80.1 0.3 0.3 0.6 1.3 2.3 5.2 7.1 3.6 1.7 1.0 0.8 1.0 1.3 1.7 2.0 2.3 2.10.2 0.4 0.8 0.8 0.9 0.9 0.5 0.4 0.3 0.4 0.4 0.5 0.7 0.70.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.20.0 0.0 0.0 0.10.20.20.10.10.10.10.10.20.30.40.50.60.70.60.60.40.30.10.10.10.10.10.10.10.00.10.10.00.00.00.00.00.00.00.10.10.10.20.30.30.40.40.50.91.11.31.20.90.70.40.20.20.10.10.10.10.10.51.52.73.13.00.50.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.20.31111111111111110.50.50.50.50.50.50.50.50.50.50.533333333333333555555555555 Filename: Z:\Job Files\Holbrook Associated\Holbrook Associated 101064\Stevens Street\Working Files\AGI\268 Stevens Street Layout 01510917C.AGIScale: as notedDate:1/7/2025Filename: 268 Stevens Street Layout 01510917C.AGIDrawn By:PLOT TO 11"X17"PAGEThe Lighting Analysis, EZLayout, Energy Analysis and/or Visual Simulation ("Lighting Design") provided by RAB Lighting Inc. ("RAB") represents an anticipated prediction of lighting system performance based upondesign parameters and information supplied by others. These design parameters and information provided by others have not been field verified by RAB and therefore actual measured results may vary from theactual field conditions. RAB recommends that design parameters and other information be field verified to reduce variation.RAB does not warranty, either implied or stated, actual measured light levels or energy consumption levels as compared to those illustrated by the Lighting Design.RAB does not warranty, either implied or stated, nor represents the appropriateness, completeness or suitability of the Lighting Design as compliant with any applicable regulatory code requirements with theexception of those expressly stated on drawings created and submitted by RAB. The Lighting Design is issued, in whole or in part, as advisory documents for informational and convenience purposes only, is notintended for construction nor as a part of a project's construction documentation package, and should not be relied upon for any purpose.Immediately prior to any party ordering RAB products used in the Lighting Design, the ordering party must verify that the lumen output of the fixtures being ordered (as shown on RAB's website) match the lumen output shown in the Lighting Design. Occasionally, Lighting Designs previously provided use fixtures that are then updated prior to an order and such updates could change the lumen output of the fixture. This inturn, could impact the installed lighting performance that differs from the Lighting Design.Margaret KoenigPROJECT # : 219632Prepared For:Holbrook Associated35 Reservoir Park DriveRockland, MA 02370Tel: 781-871-0011Hyannis, MALighting LayoutVersion CJob Name:268 Stevens StreetCASE # : 01510917Scale: 1 inch= 20 Ft.HYDVANGV3A4AA5B221A8B000000010101010106101630576571545336273028231303000.0 0.0 0.0 0.1 0.0 0.1 0.1 0.1 0.2 0.5 1.0 1.7 3.5 6.9 6.9 10.2 6.8 7.7 4.6 3.7 4.6 4.9 4.8 1.1 0.00.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.6 1.0 1.7 3.3 6.3 6.2 8.1 6.8 7.5 4.7 4.3 5.7 6.8 7.3 0.8 0.00.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.4 0.6 1.1 1.5 2.5 3.4 3.7 5.2 4.7 5.1 4.3 4.9 6.4 6.4 3.5 0.7 0.00.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.4 0.7 1.1 1.5 2.0 2.1 2.3 2.8 2.9 3.4 3.6 4.7 6.3 7.9 1.5 0.00.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.8 1.3 1.9 2.5 2.3 2.8 2.9 2.8 2.9 2.9 3.3 4.2 4.9 0.9 0.00.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.5 1.0 1.6 3.0 4.5 4.3 5.7 5.0 3.8 3.0 2.3 2.0 2.1 1.70.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.5 1.0 1.9 4.0 7.4 6.8 9.4 6.9 5.0 3.0 1.6 1.1 1.0 0.70.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.5 1.1 2.1 4.4 8.3 7.5 10.9 6.8 4.9 2.7 1.1 0.6 0.5 0.4 0.00.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.5 1.0 1.9 3.9 6.4 7.2 10.6 7.8 5.2 2.7 1.2 0.6 0.5 0.6 1.1 1.20.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.8 1.4 2.4 3.7 5.1 8.4 7.6 6.1 3.8 2.1 1.3 0.9 1.0 1.9 3.9 7.5 7.4 6.8 4.4 1.70.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.9 1.4 2.2 4.1 6.6 8.0 7.1 5.4 3.5 2.0 1.4 1.5 2.2 3.6 5.9 6.5 6.5 5.4 2.70.0 0.0 0.1 0.1 0.2 0.3 0.5 0.7 1.4 3.5 7.4 8.0 7.2 6.8 3.8 2.2 1.5 1.4 1.8 2.9 3.8 4.2 4.6 3.80.1 0.3 0.3 0.6 1.3 2.3 5.2 7.1 3.6 1.7 1.0 0.8 1.0 1.3 1.7 2.0 2.3 2.10.2 0.4 0.8 0.8 0.9 0.9 0.5 0.4 0.3 0.4 0.4 0.5 0.7 0.70.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.20.0 0.0 0.0 0.10.10.10.10.10.10.10.00.10.10.00.00.00.00.00.00.00.10.10.10.20.30.30.40.40.50.91.11.31.20.90.70.40.20.20.10.10.10.10.10.51.52.73.13.00.50.00.00.00.00.00.00.00.00.00.0111111110.50.5050.50.53333333333355555555 Filename: Z:\Job Files\Holbrook Associated\Holbrook Associated 101064\Stevens Street\Working Files\AGI\268 Stevens Street Layout 01510917C.AGIScale: as notedDate:1/7/2025Filename: 268 Stevens Street Layout 01510917C.AGIDrawn By:PLOT TO 11"X17"PAGEThe Lighting Analysis, EZLayout, Energy Analysis and/or Visual Simulation ("Lighting Design") provided by RAB Lighting Inc. ("RAB") represents an anticipated prediction of lighting system performance based upondesign parameters and information supplied by others. These design parameters and information provided by others have not been field verified by RAB and therefore actual measured results may vary from theactual field conditions. RAB recommends that design parameters and other information be field verified to reduce variation.RAB does not warranty, either implied or stated, actual measured light levels or energy consumption levels as compared to those illustrated by the Lighting Design.RAB does not warranty, either implied or stated, nor represents the appropriateness, completeness or suitability of the Lighting Design as compliant with any applicable regulatory code requirements with theexception of those expressly stated on drawings created and submitted by RAB. The Lighting Design is issued, in whole or in part, as advisory documents for informational and convenience purposes only, is notintended for construction nor as a part of a project's construction documentation package, and should not be relied upon for any purpose.Immediately prior to any party ordering RAB products used in the Lighting Design, the ordering party must verify that the lumen output of the fixtures being ordered (as shown on RAB's website) match the lumen output shown in the Lighting Design. Occasionally, Lighting Designs previously provided use fixtures that are then updated prior to an order and such updates could change the lumen output of the fixture. This inturn, could impact the installed lighting performance that differs from the Lighting Design.Margaret KoenigPROJECT # : 219632Holbrook Associated35 Reservoir Park DriveRockland, MA 02370Tel: 781-871-0011Prepared For: Job Name:268 Stevens StreetHyannis, MALighting LayoutVersion CCASE # : 01510917Scale: 1 inch= 20 Ft.WVWVB226BA70.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.3 0.2 0.10.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.5 0.7 0.5 0.3 0.2 0.0 0.00.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.9 1.3 1.1 0.9 0.3 0.1 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.6 1.5 2.3 2.4 2.1 0.3 0.1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.9 2.4 4.1 4.9 3.8 0.4 0.1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 1.3 3.3 5.5 6.8 3.6 0.4 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.1 0.1 0.2 0.3 0.7 1.8 4.1 6.4 7.1 2.1 0.3 0.10.0 0.0 0.00.0 0.0 0.0 0.1 0.1 0.2 0.4 1.0 2.3 4.9 7.5 9.2 1.9 0.3 0.10.0 0.00.0 0.0 0.0 0.1 0.1 0.2 0.5 1.2 2.6 5.2 7.7 8.9 2.9 0.3 0.10.00.0 0.0 0.0 0.1 0.1 0.2 0.5 1.3 2.6 5.2 8.8 8.2 4.4 0.4 0.10.0 0.0 0.00.0 0.0 0.0 0.1 0.1 0.2 0.5 1.2 2.3 4.5 8.0 7.5 5.5 0.5 0.20.0 0.0 0.00.0 0.0 0.0 0.1 0.1 0.2 0.5 1.1 1.9 3.4 5.9 5.8 4.6 0.5 0.3 0.2 0.2 0.2 0.30.0 0.00.0 0.0 0.0 0.1 0.1 0.2 0.4 0.8 1.4 2.2 3.1 3.0 2.4 0.9 0.6 0.5 0.4 0.4 0.5 0.6 0.7 0.70.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 1.2 1.5 1.7 1.8 1.8 1.6 1.5 1.3 1.1 1.1 1.1 1.0 1.1 1.0 0.7 0.4 0.2 0.00.0 0.0 0.0 0.1 0.1 0.1 0.2 0.0 1.2 1.2 1.5 2.2 3.3 3.4 3.2 2.7 2.5 2.1 1.7 1.8 1.8 1.2 0.7 0.3 0.00.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.6 1.0 1.6 3.0 5.7 6.5 7.1 5.4 5.3 3.6 2.7 3.0 2.8 2.3 1.3 0.3 0.00.0 0.0 0.0 0.1 0.0 0.1 0.1 0.1 0.2 0.5 1.0 1.7 3.5 6.9 6.9 10.2 6.8 7.7 4.6 3.7 4.6 4.9 4.8 1.1 0.00.00.00.00.10.10.10.10.20.30.61.01.73.36.36.28.16.87.54.74.35.76.87.30.80.00.10.10.10.10.10.20.30.40.50.60.70.60.60.40.30.10.10.10.10.10.10.00.00.00.00.000.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.203111111110.50.50.50.50.50.50.53333355555 Filename: Z:\Job Files\Holbrook Associated\Holbrook Associated 101064\Stevens Street\Working Files\AGI\268 Stevens Street Layout 01510917C.AGIScale: as notedDate:1/7/2025Filename: 268 Stevens Street Layout 01510917C.AGIDrawn By:PLOT TO 11"X17"PAGEThe Lighting Analysis, EZLayout, Energy Analysis and/or Visual Simulation ("Lighting Design") provided by RAB Lighting Inc. ("RAB") represents an anticipated prediction of lighting system performance based upondesign parameters and information supplied by others. These design parameters and information provided by others have not been field verified by RAB and therefore actual measured results may vary from theactual field conditions. RAB recommends that design parameters and other information be field verified to reduce variation.RAB does not warranty, either implied or stated, actual measured light levels or energy consumption levels as compared to those illustrated by the Lighting Design.RAB does not warranty, either implied or stated, nor represents the appropriateness, completeness or suitability of the Lighting Design as compliant with any applicable regulatory code requirements with theexception of those expressly stated on drawings created and submitted by RAB. The Lighting Design is issued, in whole or in part, as advisory documents for informational and convenience purposes only, is notintended for construction nor as a part of a project's construction documentation package, and should not be relied upon for any purpose.Immediately prior to any party ordering RAB products used in the Lighting Design, the ordering party must verify that the lumen output of the fixtures being ordered (as shown on RAB's website) match the lumen output shown in the Lighting Design. Occasionally, Lighting Designs previously provided use fixtures that are then updated prior to an order and such updates could change the lumen output of the fixture. This inturn, could impact the installed lighting performance that differs from the Lighting Design.Margaret Koenig** NOTE : Fixtures mounted on RAB 15' pole with a 3' base provided by others.PROJECT # : 219632Prepared For:Holbrook Associated35 Reservoir Park DriveRockland, MA 02370Tel: 781-871-0011NOTES:* The light loss factor (LLF) is a product of many variables. RAB's standard is to use the initial 1.0 LLF in accordance with most municipallighting ordinance light trespass requirements, unless otherwise noted.* Illumination values shown (in footcandles) are the predicted results for planes of calculation either horizontal, vertical or inclined as designatedin the calculation summary. Meter orientation is normal to the plane of calculation.* The calculated results of this lighting simulation represent an anticipated prediction of system performance. Actual measured results mayvary from the anticipated performance and are subject to means and methods which are beyond the control of RAB Lighting Inc.* Mounting height determination is job site specific, our lighting simulations assume a mounting height (insertion point of the luminaire symbol)to be taken at the top of the symbol for ceiling mounted luminaires and at the bottom of the symbol for all other luminaire mounting configurations.* RAB disclaims all responsibility for the suitability of existing or proposed poles and bases to support proposed fixtures. This is the owner's,installer's and/or end-user's responsibility based on the weight and effective projected area ("EPA") of the proposed fixtures and the owner'ssite and soil conditions, wind zone, and many other factors. A professional engineer licensed to practice in the state the site is located shouldbe engaged to assist in this determination.* The landscape material shown hereon is conceptual and is not intended to be an accurate representation of any particular plant, shrub, bush,or tree, as these materials are living objects, and subject to constant change. The conceptual objects shown are for illustrative purposes only.The actual illumination values measured in the field will vary.* Photometric model elements such as buildings, rooms, plants, furnishings or any architectural details which impact the dispersion of light mustbe detailed by the customer documents for inclusion in the RAB Lighting Design. The owner/contractor/customer/end-user must provide accurateand complete construction drawings that reflect what will be the final construction RAB is not responsible for any inaccuracies caused by incomplete,inaccurate, or outdated information provided by the owner/contractor/customer/end-user.* RAB Lighting Inc. luminaire and product designs are protected under U.S. and International intellectual property laws. Patents issued or pendingmay apply. Please see www.rablighting.com/ip.* The Lighting Analysis, EZLayout, Energy Analysis and/or Visual Simulation ("Lighting Design") provided by RAB Lighting Inc. ("RAB") represents ananticipated prediction of lighting system performance based upon design parameters and information supplied by others. These design parameters andinformation provided by others have not been field verified by RAB and therefore actual measured results may vary from the actual field conditions.RAB recommends that design parameters and other information be field verified to reduce variation.* RAB does not warranty, either implied or stated, actual measured light levels or energy consumption levels as compared to those illustrated by theLighting Design.* RAB does not warranty, either implied or stated, nor represents the appropriateness, completeness or suitability of the Lighting Design as compliantwith any applicable regulatory code requirements with the exception of those expressly stated on drawings created and submitted by RAB. The LightingDesign is issued, in whole or in part, as advisory documents for informational and convenience purposes only, is not intended for construction nor as apart of a project's construction documentation package and should not be relied upon for any purpose.* Immediately prior to any party ordering RAB products used in the Lighting Design, the ordering party must verify that the lumen output of the fixturesbeing ordered (as shown on RAB's website) match the lumen output shown in the Lighting Design. Occasionally, Lighting Designs previously provideduse fixtures that are then updated prior to an order and such updates could change the lumen output of the fixture. This in turn, could impact the installedlighting performance that differs from the Lighting Design.Hyannis, MALighting LayoutVersion CJob Name:268 Stevens StreetCASE # : 01510917Calculation SummaryLuminaire ScheduleSymbolQtyLabelCalcTypeUnitsTagExpanded Luminaire Location SummaryLumNoLabelArrangementLum. LumensArr. Lum. LumensTagAvgMaxMinAvg/MinMax/MinDescriptionLLFDescriptionLum. WattsArr. WattsTotal WattsBUG Rating XYMTG HTOrientTilt1A182.089328.461188.8310PtSpcLrPtSpcTbMeter TypeProperty LineIlluminance2B2194.656261.228187.74802B2194.656261.22818187.7480Fc0.276B163.542195.21918175.33707A160.2943.10.0N.A.N.A.Readings taken at 0'0" AFG10N.A.HorizontalSiteIlluminanceFc159.56118189.826081.5610.90.0B182.089N.A.N.A.Readings taken at 0'0" AFG328.46118187.36503A297.644347.4441010Horizontal1899.161Parking and DriveIlluminanceFc3.1310.90.131.30109.00Readings taken at 0'0" AFG5AALEDM3TSingle12617126171.000Pole Mounted (Type III | 90W | 5000K | Field Adjustable)91.691.6458B1-U0-G22BALEDM4TSingle12625126251.000Pole Mounted (Type IV | 90W | 5000K | Field Adjustable)90.690.6181.2B1-U0-G31B2ALEDM4Tx2Back-Back12625252501.000Pole Mounted (Type III | 90W | 5000K | Field Adjustable) x290.6181.2181.2B1-U0-G304A198.43377.36118285.28905A261.094281.1818198.9460Total Quantity: 9Plan ViewIso View