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10 HAWLEY STREET SPECIAL PERMIT ARCHTECTURAL 11-19-2019SITE 9 INTERSTATE 91 5 INTERSTATE 91 9 10 9 No.Drawing Title Latest Issue C-1 Owner VHB Project :vhb.comIssued for : Sheet Index Legend, Abbreviations and General Notes August 29, 2019 C-3 Layout and Materials Plan No.Drawing Title Latest Issue 1 of 4 Reference Drawings Plan of Land C-5 Grading and Drainage Plan C-6 Utility Plan C-7 Erosion and Sediment Control Plan C-8 Details C-9 Details C-10 Details C-11 Details Planting Plan Roman Catholic Bishop of Springfield St. John Cantius 65 Elliott Street Springfield, MA 01105 Applicant O'Connell Development Group 800 Kelly Way Holyoke, MA 01040 Parcel ID:32A-171-001 One Federal Street Building 103-3N Springfield, MA 01105 413.747.7113 Feet06501300 Site Plans Issued for Date Issued Latest Issue Hawley Street Residential Development 10 Hawley Street Northampton, MA Site Plan Review August 29, 2019 November 19, 2019 42540.00 Hawley St. Res. Dev.Site Plan Review 11/19/2019October 31, 2019 August 11, 2016 2 of 4 Plan of Land August 11, 2016 3 of 4 Plan of Land August 11, 2016 4 of 4 Plan of Land August 11, 2016C-4 Roadway Alignment and Setbacks Plan C-12 Details Kuhn Riddle Architects Charles Roberts 28 Amity Street Suite 2B Amherst, MA 01002 (413) 259-1630 Northeast Survey Consultants Daniel Stasz 116 Pleasant Street Suite 302 P.O. Box 109 Easthampton, MA 01027 (413) 203-5144 O'Connell Development Group Andrew Crystal 800 Kelly Way Holyoke, MA 01040 (413) 534-0243 Robert Akroyd 4 Lime Kiln Road Lenox, MA 01240 (413) 637-8366 Greylock Design Associates Landscape Architecture & Land Planning NORTHEAST SURVEY CONSULTANTS L-100 C-14 Details (Fire Truck Route) Typical Floor PlansA-1 Typical Floor PlansA-2 Building ElevationsA-3 Building ElevationsA-4 Aerial RenderingA-5 RenderingsA-6 September 23, 2019 September 23, 2019 September 23, 2019 September 23, 2019 September 23, 2019 September 23, 2019 C-2 Demolition Plan October 31, 2019 C-13 Details November 19, 2019 November 19, 2019 November 19, 2019 November 19, 2019 November 19, 2019 November 14, 2019 October 31, 2019 October 31, 2019 October 31, 2019 October 31, 2019 October 31, 2019 October 31, 2019 SIAMESE CONNECTION ACCESSIBLE CURB RAMP ACCESSIBLE PARKING VAN-ACCESSIBLE PARKING COMPACT PARKING STALLS DOUBLE YELLOW LINE STOP LINE CROSSWALK PARKING COUNT MAJOR CONTOUR MINOR CONTOUR STREAM / POND / WATER COURSE HAY BALES SILT FENCE DETENTION BASIN RETAINING WALL STOCKADE FENCE STONE WALL FENCE TREE LINE WIRE FENCE PATH WOOD GUARDRAIL STEEL GUARDRAIL GUY WIRE & ANCHOR MATCHLINE GUY POLE HAND HOLE PULL BOX ELECTRIC MANHOLE POST INDICATOR VALVE TRANSFORMER PAD TELEPHONE MANHOLE UTILITY POLE LIGHT POLE ELECTRIC METER WATER WELL GAS GATE GAS METER FIRE HYDRANT WATER METER EXTRUDED CONCRETE CURB BUILDING ENTRANCE BOLLARD DOUBLE SIGN DUMPSTER PAD SIGN BUILDING GARAGE DOOR MONOLITHIC CONCRETE CURB PRECAST CONC. CURB LIMIT OF CURB TYPE SLOPED GRAN. EDGING SAWCUT VERT. GRAN. CURB EDGE OF PAVEMENT BITUMINOUS CURB CURB AND GUTTER CONCRETE CURB GRAVEL ROAD BITUMINOUS BERM WETLAND LINE WITH FLAG 200' RIVERFRONT AREA TO FLOODING LIMIT OF DISTURBANCE WETLAND BUFFER ZONE NO DISTURB ZONE FLOODPLAIN Exist.Prop. RIGHT-OF-WAY/PROPERTY LINE CONSTRUCTION LAYOUT TOWN LINE ZONING LINE BASELINE BUILDING SETBACK EASEMENT PROJECT LIMIT LINE PROPERTY LINE DOUBLE CATCH BASIN SEWER MANHOLE FLARED END SECTION CURB STOP & BOX TAPPING SLEEVE, VALVE & BOX WATER VALVE & BOX HEADWALL DRAIN MANHOLE PLUG OR CAP TRENCH DRAIN CLEANOUT CATCH BASIN GUTTER INLET MONITORING WELL DOMESTIC WATER FIRE PROTECTION ELECTRIC COMMUNICATIONS FIRE ALARM TELEPHONE GAS ROOF DRAIN SEWER OVERHEAD WIRE WATER DRAIN UNDERDRAIN CONSTRUCTION EXIT HEAVY DUTY PAVEMENT CONCRETE TOP & BOTTOM OF WALL ELEVATION TOP OF CURB ELEVATION BORING LOCATION TEST PIT LOCATION BOTTOM OF CURB ELEVATION SPOT ELEVATION Prop.Exist. RIPRAP STEAM FORCE MAIN ABAN ABANDON ACR ACCESSIBLE CURB RAMP ADJ ADJUST APPROX APPROXIMATE BIT BITUMINOUS BS BOTTOM OF SLOPE BWLL BROKEN WHITE LANE LINE CONC CONCRETE DYCL DOUBLE YELLOW CENTER LINE EL ELEVATION ELEV ELEVATION EX EXISTING FDN FOUNDATION FFE FIRST FLOOR ELEVATION GRAN GRANITE GTD GRADE TO DRAIN LA LANDSCAPE AREA LOD LIMIT OF DISTURBANCE MAX MAXIMUM MIN MINIMUM NIC NOT IN CONTRACT NTS NOT TO SCALE PERF PERFORATED PROP PROPOSED REM REMOVE RET RETAIN R&D REMOVE AND DISPOSE R&R REMOVE AND RESET SWEL SOLID WHITE EDGE LINE SWLL SOLID WHITE LANE LINE TS TOP OF SLOPE TYP TYPICAL CB CATCH BASIN CMP CORRUGATED METAL PIPE CO CLEANOUT DCB DOUBLE CATCH BASIN DMH DRAIN MANHOLE CIP CAST IRON PIPE COND CONDUIT DIP DUCTILE IRON PIPE FES FLARED END SECTION FM FORCE MAIN F&G FRAME AND GRATE F&C FRAME AND COVER GI GUTTER INLET GT GREASE TRAP HDPE HIGH DENSITY POLYETHYLENE PIPE HH HANDHOLE HW HEADWALL HYD HYDRANT INV INVERT ELEVATION I= INVERT ELEVATION LP LIGHT POLE MES METAL END SECTION PIV POST INDICATOR VALVE PWW PAVED WATER WAY PVC POLYVINYLCHLORIDE PIPE RCP REINFORCED CONCRETE PIPE R= RIM ELEVATION SMH SEWER MANHOLE TSV TAPPING SLEEVE, VALVE AND BOX UG UNDERGROUND UP UTILITY POLE PARKING SETBACK SILT SOCK / STRAW WATTLE Legend Abbreviations General Utility BORDERING LAND SUBJECT BUILDINGS General 1.CONTRACTOR SHALL NOTIFY "DIG-SAFE" (1-888-344-7233) AT LEAST 72 HOURS BEFORE EXCAVATING. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 3.ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). 4.AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES (BUILDINGS, PAVEMENTS, WALKS, ETC.) SHALL RECEIVE 4 INCHES LOAM AND SEED. 5.WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORM EARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS. 6.WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE HIGHWAY DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. 7.UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT DOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, WITHOUT APPROPRIATE PERMITS. 8.TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 9.AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 10.IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. 11.CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS. 12.DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO OWNER. 13.CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. 14.THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE NPDES CONSTRUCTION GENERAL PERMIT (CGP) PROGRAM AND EPA JURISDICTION. PRIOR TO THE START OF CONSTRUCTION CONTRACTOR IS TO FILE A CGP NOTICE OF INTENT WITH THE EPA AND PREPARE A STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE NPDES REGULATIONS. CONTRACTOR SHALL CONFIRM THE OWNER HAS ALSO FILED A NOTICE OF INTENT WITH THE EPA. Utilities 1.THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE REPRESENTATION ONLY. THE OWNER OR ITS REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. 2.WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. 3.SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN ACCORDANCE WITH ELEVATIONS ON THE GRADING AND UTILITY PLANS. 4.RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS: A.PAVEMENTS AND CONCRETE SURFACES: FLUSH B.ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH C.LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. 5.THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY, THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC, FIRE ALARM, ETC.). FINAL DESIGN LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. 6.CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, FIRE ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY THE UTILITIES COMPANY. 7.UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLAN: A.WATER PIPES SHALL BE CEMENT LINED DUCTILE IRON (CLDI) B.SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE (PVC) SEWER PIPE C.STORM DRAINAGE PIPES ON SITE SHALL BE HIGH DENSITY POLYETHYLENE (HDPE). STORM DRAINAGE PIPES WITHIN CITY RIGHT-OF-WAY SHALL BE REINFORCED CONCRETE PIPE (RCP). D. PIPE INSTALLATION AND MATERIALS SHALL COMPLY WITH THE STATE PLUMBING CODE WHERE APPLICABLE. CONTRACTOR SHALL COORDINATE WITH LOCAL PLUMBING INSPECTOR PRIOR TO BEGINNING WORK. 8.CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, INSTALLATION, AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. SITE CONTRACTOR SHALL FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY AND AS INDICATED ON THE DRAWINGS. 9.CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS COMPANY'S REQUIREMENTS. 10.ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4' MIN.) SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL MUNICIPAL STANDARDS. FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER, THE MINIMUM DIAMETER SHALL BE 5 FEET. 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.CURB RADII ARE 2 FEET UNLESS OTHERWISE NOTED. 3.CURBING SHALL BE VERTICAL GRANITE (VGC) WITHIN THE SITE UNLESS OTHERWISE INDICATED ON THE PLANS. 4.SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO THE BUILDING, INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, CONCRETE DOOR PADS, COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC. 5.PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR. 6.PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL 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. Demolition 1.CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE LIMIT OF WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE AND DISPOSE OF EXISTING UTILITIES, FOUNDATIONS AND UNSUITABLE MATERIAL BENEATH AND FOR A DISTANCE OF 10 FEET BEYOND THE PROPOSED BUILDING FOOTPRINT INCLUDING EXTERIOR COLUMNS. 2.EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARD SPECIFICATIONS AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. 3.CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 4 THE DEMOLITION LIMITS DEPICTED IN THE PLANS IS INTENDED TO AID THE CONTRACTOR DURING THE BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF DEMOLITION BEFORE SUBMITTING ITS BID/PROPOSAL TO PERFORM THE WORK AND SHALL MAKE NO CLAIMS AND SEEK NO ADDITIONAL COMPENSATION FOR CHANGED CONDITIONS OR UNFORESEEN OR LATENT SITE CONDITIONS RELATED TO ANY CONDITIONS DISCOVERED DURING EXECUTION OF THE WORK. 5.UNLESS OTHERWISE SPECIFICALLY PROVIDED ON THE PLANS OR IN THE SPECIFICATIONS, THE ENGINEER HAS NOT PREPARED DESIGNS FOR AND SHALL HAVE NO RESPONSIBILITY FOR THE PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF HAZARDOUS MATERIALS, TOXIC WASTES OR POLLUTANTS AT THE PROJECT SITE. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY CLAIMS OF LOSS, DAMAGE, EXPENSE, DELAY, INJURY OR DEATH ARISING FROM THE PRESENCE OF HAZARDOUS MATERIAL AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ANY CLAIMS MADE IN CONNECTION THEREWITH. MOREOVER, THE ENGINEER SHALL HAVE NO ADMINISTRATIVE OBLIGATIONS OF ANY TYPE WITH REGARD TO ANY CONTRACTOR AMENDMENT INVOLVING THE ISSUES OF PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF ASBESTOS OR OTHER HAZARDOUS MATERIALS. Erosion Control 1.PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED IN FEDERAL, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. 2.CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES ON A WEEKLY BASIS (MINIMUM) OR AS REQUIRED PER THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). THE CONTRACTOR SHALL ADDRESS DEFICIENCIES AND MAINTENANCE ITEMS WITHIN TWENTY-FOUR HOURS OF INSPECTION. CONTRACTOR SHALL PROPERLY DISPOSE OF SEDIMENT SUCH THAT IT DOES NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND PROTECTED AREAS. 3.CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT. 4.CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE STABILIZED TO PREVENT EROSION. 5.UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS. Existing Conditions Information 1.THE SURVEY WAS PREPARED BY NORTHEAST SURVEY CONSULTANTS, DATED 8-11-16. THE HORIZONTAL DATUM IS NAD83 (MASS. MAINLAND) AND THE VERTICAL DATUM IS NAVD88. Document Use 1.THESE PLANS AND CORRESPONDING CADD DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE, AND SHALL NOT BE USED, IN WHOLE OR IN PART, FOR ANY PURPOSE OTHER THAN FOR WHICH IT WAS CREATED WITHOUT THE EXPRESSED, WRITTEN CONSENT OF VHB. ANY UNAUTHORIZED USE, REUSE, MODIFICATION OR ALTERATION, INCLUDING AUTOMATED CONVERSION OF THIS DOCUMENT SHALL BE AT THE USER'S SOLE RISK WITHOUT LIABILITY OR LEGAL EXPOSURE TO VHB. 2.CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. 3.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 SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE, SHOP DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT FEATURES. Notes SLIDING DOOR AD AREA DRAIN DW DOMESTIC WATER FP FIRE PROTECTION of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo.vhb.comDate One Federal Street Building 103-3N Springfield, MA 01105 413.747.7113 Hawley Street Residential Development 10 Hawley Street Northampton, Massachusetts Site Plan Review Not Approved for Construction August 29, 2019 14 42540.00 Legend, Abbreviations and General Notes C-1 1 ZONE: CBZONE: URCZONE: CBZONE: URCBRIDGE S T R E E T H AW L E Y S T R E E T PHILLIPS PLACE of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo.vhb.comDate One Federal Street Building 103-3N Springfield, MA 01105 413.747.7113 Hawley Street Residential Development 10 Hawley Street Northampton, Massachusetts Site Plan Review Not Approved for Construction August 29, 2019 14 42540.00 Demolition Plan C-2 2 Feet6030015 1 DPW & ENGINEERING COMMENTS 10/31/19 H AW L E Y S T R E E T PHILLIPS PLACE PHILLIPS STREET LOT IS CONCEPTUAL AND WILL BE PERMITTED AS A FUTURE PHASE 2 PORTION OF THE PROJECTZONE: CBZONE: URCPHILLIPS PLACE URC CB CB URC CB URC PROPOSED TO RE-ZONE AS URC URC URC CB CB of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo.vhb.comDate One Federal Street Building 103-3N Springfield, MA 01105 413.747.7113 Hawley Street Residential Development 10 Hawley Street Northampton, Massachusetts Site Plan Review Not Approved for Construction August 29, 2019 14 42540.00 Layout and Materials Plan C-3 3 Feet6030015 R1-1 30"30" Sign Summary M.U.T.C.D. Number Specification Desc. Width Height Zoning Summary Chart (URC) Zoning District(S): Overlay District(S): Zoning Regulation Requirements Required Provided MINIMUM LOT AREA FRONTAGE FRONT YARD SETBACK SIDE YARD SETBACK REAR YARD SETBACK PRINCIPAL STRUCTURE SEPARATION 10 FT OPEN SPACE 30 % MAXIMUM BUILDING HEIGHT 50 FT Urban Residence C NA = NOT APPLICABLE Parking Requirements: DWELLING UNIT NONE REQUIRED Zoning Summary Chart (CB) Zoning District(S): Overlay District(S): Zoning Regulation Requirements Required Provided MINIMUM LOT AREA 0 AC FRONTAGE/WIDTH/DEPTH 0 FT FRONT YARD SETBACK 5 FT SIDE YARD SETBACK 0 FT REAR YARD SETBACK 0 FT PRINCIPAL STRUCTURE SEPARATION 10 FT MINIMUM BUILDING HEIGHT 30 FT MAXIMUM BUILDING HEIGHT 70 FT MINIMUM SCREENING BUFFER TO RESIDENTIAL 30 FT Central Business MINIMUM SCREENING BUFFER TO RESIDENTIAL WITH APPROVED REDUCTION 20 FT NA = NOT APPLICABLE NA NA NA NA Hawley Street Lot Phillips Place Lot Zoning Map 0 25 Feet50 Parking Requirements: DWELLING UNIT 1 SPACE PER 500 SQUARE FEET OF GROSS FLOOR AREA UP TO A MAXIMUM OF TWO PER DWELLING UNIT DRIVEWAY DISTANCE TO ANOTHER DRIVEWAY 50 FT 2,500 SF/UNIT = 15,000 SF WIDTH DEPTH 50 FT 50 FT 75 FT 10 FT 10 FT 20 FT DRIVEWAY DISTANCE TO ANOTHER DRIVEWAY 50 FT 14.7 FT (EXISTING CHURCH) 10 FT < 30 FT (SEE PLAN)* * PRE-EXISTING NON-CONFORMING CONDITION WILL BE IMPROVED UNDER PROPOSED CONDITIONS. < 20 FT (SEE PLAN)* 8 FT ** ** PRE-EXISTING NON-CONFORMING CONDITION 16,120 SF 300 FT 75 FT 200 FT 10.5 FT 25 FT 32 FT 15 FT TWO SPACES WILL BE PROVIDED PER DWELLING UNIT 8 FT * * PRE-EXISTING NON-CONFORMING CONDITION 32.8 % EG-1 12"18"* * NOT A STANDARD MUTCD DESIGNATION 34 FT-8IN 34 FT-8IN TBD (<50 FT)12"36"R6-1R R5-1 30"30" 12"36"R6-1L ONE WAY ONE WAY 1 PLANNING BOARD COMMENTS 9/23/19 2 DPW & ENGINEERING COMMENTS 10/31/19 3 DPW & ENGINEERING COMMENTS 11/14/19 NP-1 24"8"* 4 DPW & ENGINEERING COMMENTS 11/19/19 H AW L E Y S T R E E T PHILLIPS PLACE of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo.vhb.comDate One Federal Street Building 103-3N Springfield, MA 01105 413.747.7113 Hawley Street Residential Development 10 Hawley Street Northampton, Massachusetts Site Plan Review Not Approved for Construction August 29, 2019 14 42540.00 Roadway Alignment and Setbacks Plan C-4 4 Feet6030015 1 PLANNING BOARD COMMENTS 9/23/19 2 DPW & ENGINEERING COMMENTS 10/31/19 3 DPW & ENGINEERING COMMENTS 11/14/19 4 DPW & ENGINEERING COMMENTS 11/19/19 BRIDGE STR E E T H AW L E Y S T R E E T PHILLIPS PLACE of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo.vhb.comDate One Federal Street Building 103-3N Springfield, MA 01105 413.747.7113 Hawley Street Residential Development 10 Hawley Street Northampton, Massachusetts Site Plan Review Not Approved for Construction August 29, 2019 14 42540.00 Grading and Drainage Plan C-5 5 Feet6030015 1 PLANNING BOARD COMMENTS 9/23/19 2 DPW & ENGINEERING COMMENTS 10/31/19 3 DPW & ENGINEERING COMMENTS 11/14/19 4 DPW & ENGINEERING COMMENTS 11/19/19 ZONE: CBZONE: URCZONE: CBZONE: URCBRIDGE S T R E E T H AW L E Y S T R E E T PHILLIPS PLACE of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo.vhb.comDate One Federal Street Building 103-3N Springfield, MA 01105 413.747.7113 Hawley Street Residential Development 10 Hawley Street Northampton, Massachusetts Site Plan Review Not Approved for Construction August 29, 2019 14 42540.00 Utility Plan C-6 6 Feet6030015 NOTES: 1)ALL UTILITIES TO THE EXISTING CHURCH SHALL BE MAINTAINED. 2)ALL SANITARY SEWER SERVICE CONNECTIONS TO THE BUILDINGS SHALL BE 4" DIAMETER AND HAVE A MINIMUM SLOPE OF 1%. 3)ALL ROOF LEADERS SHALL BE 4" PVC PIPES. 4)ALL AREA DRAINS SHALL BE 6" PVC PIPES. 5)ALL AREA DRAINS TO HAVE FLUSH GRATE TOPS. 6)THE DOMESTIC WATER SERVICE TO EACH BUILDING SHALL BE 1.5" DIAMETER. 7)THE DOMESTIC WATER SERVICE FOR EACH BUILDING SHALL HAVE A PRESSURE REDUCING VALVE. 8)THE FIRE PROTECTION SERVICE TO EACH FIRE CLOSET SHALL BE 2" DIAMETER. 9)FINAL DESIGN OF THE WATER LINE THROUGH THE SITE AND COORDINATION WITH THE CITY WILL BE COMPLETED PRIOR TO BUILDING PERMIT. 10)COORDINATE WITH ELECTRIC COMPANY PRIOR TO ANY UTILITY POLE RELOCATIONS OR REMOVALS. 11)CONTRACTOR TO VERIFY DEPTH OF EXISTING WATER LINES IN HAWLEY STREET AND PHILLIPS PLACE AND PROVIDE ENGINEER WITH INFORMATION TO HELP PREVENT CONFLICTS WITH PROPOSED PIPE CROSSINGS. 12)POTENTIAL GAS LOCATIONS SHOWN ON PLAN ARE CONCEPTUAL AND NOT TO BE INSTALLED. COORDINATION WITH GAS COMPANY IS REQUIRED TO DETERMINE IF GAS MORATORIUM IS LIFTED AND WILL BE AVAILABLE TO SITE PRIOR TO CONSTRUCTION. Sewage / Water Generation RESIDENCE: 110 GPD/BEDROOM SEWER 23 UNITS x 2 BEDROOMS PER UNIT = 46 BEDROOMS 46 BEDROOMS x 110 GPD/BEDROOM = 5,060 GPD WATER SEWAGE IS ESTIMATED AT ABOUT 90% OF WATER CONSUMPTION. 5,060 GPD x 1.1 = 5,566 GPD 1 PLANNING BOARD COMMENTS 9/23/19 2 DPW & ENGINEERING COMMENTS 10/31/19 3 DPW & ENGINEERING COMMENTS 11/14/19 4 DPW & ENGINEERING COMMENTS 11/19/19 BRIDGE ST R E E T H AW L E Y S T R E E T PHILLIPS PLACE of Project Number Sheet Drawing Number Drawing Title Issued for Checked byDesigned by Appvd.DateRevisionNo.vhb.comDate One Federal Street Building 103-3N Springfield, MA 01105 413.747.7113 Hawley Street Residential Development 10 Hawley Street Northampton, Massachusetts Site Plan Review Not Approved for Construction August 29, 2019 14 42540.00 Erosion and Sedmient Control Plan C-7 7 Feet6030015 1 PLANNING BOARD COMMENTS 9/23/19 2 DPW & ENGINEERING COMMENTS 10/31/19 3 DPW & ENGINEERING COMMENTS 11/14/19 4 DPW & ENGINEERING COMMENTS 11/19/19 ofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.com DateOne Federal StreetBuilding 103-3NSpringfield, MA 01105413.747.7113Hawley StreetResidentialDevelopment10 Hawley StreetNorthampton, MassachusettsSite Plan ReviewNot Approved for ConstructionAugust 29, 20191442540.00DetailsC-88Notes:Drain Manhole with Outlet Control (OCS-1)N.T.S.Notes:Drain Manhole with Outlet Control (OCS-2)N.T.S.1DPW & ENGINEERING COMMENTS10/31/19Notes:Drain Manhole with Outlet Control (OCS-3)N.T.S.WATER QUALITY UNIT (WQU)2DPW & ENGINEERING COMMENTS11/14/19 ofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.com DateOne Federal StreetBuilding 103-3NSpringfield, MA 01105413.747.7113Hawley StreetResidentialDevelopment10 Hawley StreetNorthampton, MassachusettsSite Plan ReviewNot Approved for ConstructionAugust 29, 20191442540.00DetailsC-991DPW & ENGINEERING COMMENTS10/31/19Cleanout - Paved AreaN.T.S.Source: VHBLD_3031/16FLOWSEE PLANS FOR INVERT AND PIPE SIZE45° BEND AT END OF LINEWYE CONNECTION FOR IN-LINE12"6"CONCRETE COLLAR6"THREADED PLUGRING & COVERFINISH GRADEAT PAVEMENTCleanout - Landscape AreaN.T.S.Source: VHBLD_3021/16FLOWSEE PLANS FOR INVERT AND PIPE SIZE45° BEND45° WYE-IN LINE45° EL-END OF LINEDEPTH VARIES (MAINTAIN MIN. COVER)THREADED SEALED CAPFINISH GRADEREVREV12"COMPACTEDCOMMONFILLSURFACE TREATMENTVARIESSubsurface Recharge Trench System #1N.T.S.Source: VHBLD_1811/1612"PIPE DIA.12"PIPE DIA.2"18" (MIN.)OVERLAPTYPICALPAVEMENTSECTIONFINISHGRADECOMPACTEDCOMMON FILLNATURAL GROUND ORPERVIOUS MATERIALAPPROVED BYGEOTECHNICAL ENGINEER2" WASHEDCRUSHED STONEFILTER FABRICPAVED AREALANDSCAPED AREAREVPERFORATED HIGH DENSITYPOLYETHYLENE (HDPE) PIPE(REFER TO PLAN FOR SIZE,INVERT, AND LOCATION)SIDE STONESHALL BE 6"Subsurface Recharge Trench System #2N.T.S.Source: VHBLD_1811/1612"PIPE DIA.12"12"PIPE DIA.2"18" (MIN.)OVERLAPCOMPACTEDCOMMONFILLTYPICALPAVEMENTSECTIONFINISHGRADECOMPACTEDCOMMON FILLSURFACE TREATMENTVARIESNATURAL GROUND ORPERVIOUS MATERIALAPPROVED BYGEOTECHNICAL ENGINEER2" WASHEDCRUSHED STONEFILTER FABRICPAVED AREALANDSCAPED AREAREVPERFORATED HIGH DENSITYPOLYETHYLENE (HDPE) PIPE(REFER TO PLAN FOR SIZE,INVERT, AND LOCATION)BETWEEN PIPESBETWEEN PIPESDrain Manhole (DMH)N.T.S.Source: VHBLD_1151/16NOTES1.ALL SECTIONS SHALL BE DESIGNED FORHS-20 LOADING. DIAMETER OF STRUCTURESSHALL BE COORDINATED WITH PIPECONFIGURATIONS.2.COPOLYMER MANHOLE STEPS SHALL BEINSTALLED AT 12" O.C. FOR THE FULL DEPTHOF THE STRUCTURE.3.PROVIDE OPENINGS FOR PIPES WITH 2" MAX.CLEARANCE TO OUTSIDE OF PIPE. MORTARALL PIPE CONNECTIONS.4.JOINT SEALANT BETWEEN PRECAST SECTIONSSHALL BE PREFORMED BUTYL RUBBER.5.DRAIN MANHOLE FRAME AND COVER SHALLBE SET IN FULL MORTAR BED. ADJUST TOGRADE WITH CLAY BRICK AND MORTAR (2BRICK COURSES TYPICALLY, 5 BRICKCOURSES MAXIMUM)DIA.VARIESCOMPACTED SUBGRADECOMPACTED GRAVELCEMENT CONCRETE INVERTSEE NOTE 3.OUTLETSHELF TO BE CONCRETE FORMEDAT SLOPE OF 1" PER FOOT.SEE NOTE 4.SEE NOTE 5.FINISHGRADESTEPS, SEENOTE 2.12"(TYP.)MONOLITHICBASE SECTION RISERSECTION(S)AS REQ'D.ECCENTRICCONE SECTIONSEE ALTERNATETOP SLAB12"(TYP.)8"24" DIA.ACCESS8"ALTERNATE TOP SLAB24" DIA.ACCESS12"8"(MIN.)48" DIA. (MIN.)DIA.VARIES 48" DIA. (MIN.)Sanitary Sewer Manhole (SMH)N.T.S.Source: VHBLD_2001/16(STEEL REINFORCED FOR HS-20 LOADING)NOTES1.STRUCTURES SHALL BE PRECASTCONCRETE, DESIGNED FOR HS-20LOADING.2.COPOLYMER MANHOLE STEPS SHALL BEINSTALLED AT 12" O.C. FOR THE FULLDEPTH OF THE STRUCTURE.3.EXTERIOR SURFACES SHALL BE GIVENTWO COATS OF BITUMINOUS WATER-PROOFING MATERIAL.4.JOINT SEALANT BETWEEN PRECASTSECTIONS SHALL BE PREFORMED BUTYLRUBBER.5.STANDARD SEWER MANHOLE FRAMEAND COVER SHALL BE SET IN FULLMORTAR BED. ADJUST TO GRADE WITHSEWER BRICK AND MORTAR (2 BRICKCOURSES TYPICALLY, 5 BRICK COURSESMAXIMUM)COMPACTED SUBGRADECOMPACTED GRAVELSHELF TO BE SEWERBRICK LAID FLAT AT ASLOPE OF 1"/FOOTBRICK CHIP ANDMORTAR OR CEMENTCONCRETE FILLARCH INVERT TO BE CONSTRUCTEDWITH SEWER BRICK LAID ASSTRETCHERS AND ON EDGE12"DIA. VARIES OUTLETFLEXIBLE WATERTIGHTGASKET OR SLEEVESEE NOTE 4.SEE NOTE 3.12"(TYP.)MONOLITHICBASE SECTION RISERSECTION(S)AS REQ'D.ECCENTRICCONE SECTIONSEE ALTERNATETOP SLAB48" DIA. MANHOLE (MIN.)STEPS, SEENOTE2.SEENOTE 5.FINISHGRADE8"30" DIA.ACCESS8"48" DIA. MANHOLE12"8"30" DIA.ACCESSALTERNATE TOP SLABInterior Drop Sewer Manhole (SMH)N.T.S.Source: VHBLD_2051/16NOTES1.STRUCTURE SHALL BE DESIGNED FOR HS-20 LOADING.2.COPOLYMER MANHOLE STEPS SHALL BE INSTALLEDAT 12" O.C. FOR THE FULL DEPTH OF THE STRUCTURE3.EXTERIOR SURFACES SHALL BE GIVEN TWO COATS OFBITUMINOUS WATERPROOFING MATERIAL.4.JOINT SEALANT BETWEEN PRECAST SECTIONS SHALLBE BUTYL RUBBER.5.SEWER MANHOLE FRAME AND COVER SHALL BE SET INFULL MORTAR BED. ADJUST TO GRADE WITH SEWERBRICK AND MORTAR (2 BRICK COURSES TYPICALLY, 5BRICK COURSES MAXIMUM)6.MANHOLE DIAMETER SHALL BE VERIFIED BYCONTRACTOR AND MANUFACTURER BASED ON PIPEGEOMETRICS AND SIZESBRACKET DETAILPIPESTAINLESS STEELBRACKET ANDFASTENERS2" X 18" THICKCOMPACTED SUBGRADECOMPACTED GRAVELBRICK CHIP AND MORTAROR CEMENT CONCRETE FILL90° ELL/BEND12"12" (TYP.)OUTLETFLEXIBLE WATERTIGHTGASKET OR SLEEVE (TYP.)SEE NOTE 4.ARCH INVERT TO BE CONSTRUCTEDWITH SEWER BRICKS LAID ASSTRETCHERS AND ON EDGE.SHELF SHALL BE BRICKLAID FLAT AT A SLOPEOF 1"/FOOTINSTALL DROP WHENINLET TO OUTLETELEVATION EXCEED 2 FEETREMOVABLE CAPSTEPS,SEE NOTE 2.SEE NOTE 5.8"30" DIA.ACCESS8"BASE SECTIONMONOLITHIC RISER SECTION(S)AS REQ'D.ECCENTRICCONE SECTIONSEE ALTERNATETOP SLAB45° ELL/BEND45° WYEBRACKETS SET AT 2' O.C.(SEE DETAIL)INLETSEE NOTE 3.FINISH GRADE12"(TYP.)ALTERNATE TOP SLAB60" DIA. MANHOLE12"8"30" DIA.ACCESS60" DIA. MANHOLE (MIN.)(SEE NOTE 6) ofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.com DateOne Federal StreetBuilding 103-3NSpringfield, MA 01105413.747.7113Hawley StreetResidentialDevelopment10 Hawley StreetNorthampton, MassachusettsSite Plan ReviewNot Approved for ConstructionAugust 29, 20191442540.00DetailsC-1010Bituminous Concrete Pavement SectionsN.T.S.Source: VHBLD_4301/16NOTESPAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL BE BASED ON THERESULTS OF FURTHER GEOTECHNICAL INVESTIGATIONS.12" COMPACTED GRAVEL COMPACTED SUBGRADE2 12" BITUMINOUS DENSE BINDER COURSE1 12" BITUMINOUS TOP COURSEREV1DPW & ENGINEERING COMMENTS10/31/19Utility TrenchN.T.S.Source: VHBLD_3001/1611NOTES1.ALL SEWER PIPE WITHIN THE RIGHT-OF-WAY SHALL HAVE3/4" STONE FOR BEDDING TO THE CROWN OF THE PIPE.2.WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGHDETENTION BASIN BERMS OR OTHER SUCH SPECIALSECTIONS, PLACE TRENCH BACKFILL WITH MATERIALSSIMILAR TO THE SPECIAL SECTION REQUIREMENTS.3.USE METALLIC TRACING/WARNING TAPE OVER ALL PIPES.DEPTH VARIES COMPACTED BEDDINGHAND TAMPED HAUNCHINGWARNING TAPEDEPTH AND SURFACETREATMENT VARIESCOMPACTEDSUBGRADE12"(MIN.)6" (MIN.) PIPE DIA.12" COMPACTED BEDDING 5'-0" MAXIMUM VARIES SAWCUTCOMPACTED GRANULAR FILLCOMMON FILL/ORDINARY BORROWPAVED AREASEE APPLICABLEPAVEMENT SECTIONLANDSCAPED AREAREVHydrant ConstructionN.T.S.Source: VHBLD_25012/182:1NOTES1.CONCRETE THRUST BLOCKS TO BE USED ONLY WHERE THEY CAN BEAR ON UNDISTURBED EARTHAS SHOWN. USE CLAMPS AND TIE RODS OR OTHER ACCEPTABLE METHOD OF JOINT RESTRAINTWHERE SOIL CONDITIONS PROHIBIT THE USE OF THRUST BLOCKS.2.HYDRANT IN SIDEWALK AREAS TO BE LOCATED TO PROVIDE MINIMUM CLEAR SIDEWALKPASSAGE WIDTH OF 3 FEET AT HYDRANT.3.A 36-INCH CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THEHYDRANT UNLESS OTHERWISE APPROVED BY AUTHORITY HAVING JURISDICTION.COMPACTEDSUBGRADECONCRETETHRUST BLOCKCRUSHED STONE(MIN. 12 C.Y.)18"X18"X6"CONCRETE BASE20" (MIN.)UNDISTURBEDEARTH ORCOMPACTEDEMBANKMENTMECHANICALJOINT (TYP.)6"THRUST BLOCK - MIN.BEARING 9 S.F.,DO NOT BLOCK DRAIN.COMPACTEDBACKFILL5' (MIN.)6" DIA. PIPETEE3' TYPICAL (SEE NOTE 2.)(OR TO MUNICIPAL STANDARD)FINISHGRADEPUMPER CONNECTIONTO FACE ROAD.MUNICIPAL STANDARD HYDRANTFACE OF CURBINGGATE VALVE WITHADJUSTABLE RISER,BOX AND COVERPAVEMENTSURFACE1" CLEAR (MIN.) 18"MIN Corporation/Curb Stop with BoxN.T.S.Source: VHBLD_2561/16NOTES1.INSTALLATIONS SHALL CONFORM WITH MUNICIPAL WATERWORKS SPECIFICATIONS AND STANDARDS.VARIESPIPE DIA.CURBSTOPTYPE 'K' COPPERSERVICE LINECORPORATION STOPWATERMAINCURB BOXSET TO FINISH GRADEVARIES Concrete Thrust BlockN.T.S.Source: VHBLD_2601/1611NOTES1.PROVIDE BLOCKS FOR TAPPING SLEEVES, DEAD ENDS, GATE VALVES,AND VERTICAL BENDS (SAME SIZE AS REQUIRED FOR TEES). PROVIDEANCHOR RODS AT VERTICAL BENDS AND GATE VALVES.2.CONCRETE SHALL NOT BE PLACED AGAINST PIPE BEYOND FITTING.3.CONCRETE SHALL BE 3,000 PSI-TYPE I.22UNDISTURBEDSOILG H ID EF C J B PlanSECTION 1-1PLANSECTION 2-2TEESTABLE OF DIMENSIONSTEESGHIJTEESGHIJ6"X6"X6"12"24"24"18"12"X12"X6"12"24"24"18"8"X8"X6"""""12"X12"X8""""24"8"X8"X8""""24"12"X12"X12""36""36"TABLE OF DIMENSIONSBENDSBCDEFBENDSBCDEF6" 11 14°8"15"12"24"12"6" 45°8"30"12"24"14"6" 22 12°"19"""13"6" 90°"30"""27"8" 11 14°"20"""12"8" 45°"30"""24"8" 22 12°"22"""17"8" 90°"38"""36"12" 11 14°"30"""15"12" 45°"40"""40"12" 22 12°"35"""25"12" 90°"60"""52"UNDISTURBEDSOILBENDSSewer Line InsulationN.T.S.Source: VHBLD_2201/1611NOTESSEWER LINE SHALL BE INSULATED WHEN COVER IS LESS THAN FOUR (4) FEET UNLESSINDICATED OTHERWISE ON PLANS. PROVIDE CONCRETE ENCASEMENT IN VEHICULARAREAS WHEN COVER OVER PIPE INSULATION IS LESS THAN THREE (3) FEET.COMPACTEDSUBGRADESEWER LINESEE PLAN FORPIPE SIZECAST- IN-PLACE3000 PSI CONCRETE(TYPE-I) ENCASEMENT (SEE NOTES)COVER (SEE NOTE)SURFACETREATMENTVARIES2" THICK JACKETPOLYURETHANEINSULATION CUT ANDWIRED IN PLACEAROUND PIPE6"(MIN.)6"(MIN.)6"(MIN.)6"(MIN.)REVNOTES:1.LANDSCAPE DRAINS SHALL BE NYLOPLAST 12" DRAIN BASIN, OR APPROVED EQUAL.2.GRATES SHALL BE NYLOPLAST, 12" DOME GRATE MODEL 1299CGD, OR APPROVED EQUAL AS SHOWN ONPLANS.FLOW24" SUMP(MIN)4"(MIN)4"4"Area Drain (AD)N.T.S.Source: VHBLD_1979/17DOME GRATECONCRETE COLLARLAWNCOMPACTED GRAVELCOMPACTEDSUBGRADEPIPE PER PLANS(REFER TO UTILITYTRENCH DETAIL)MULCH8"8"8"12" MIN12" MINFLUSH GRATELAWNDownspout Rain LeaderN.T.S.Source: VHBLD_1951/16FINISH GRADECOLLECTION PIPE(SIZE PER PLAN)1% MIN. SLOPE45° BENDREDUCER FITTINGAS REQUIREDWYE CONNECTION1' (MAX.)SCREEN DETAILFASTENERDOWNSPOUTGALVANIZED 14 INCH WIREMESH SCREEN PIPE CAPW/STAINLESS STEEL HOSECLAMP TO SECURE SCREEN ofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.com DateOne Federal StreetBuilding 103-3NSpringfield, MA 01105413.747.7113Hawley StreetResidentialDevelopment10 Hawley StreetNorthampton, MassachusettsSite Plan ReviewNot Approved for ConstructionAugust 29, 20191442540.00DetailsC-11111DPW & ENGINEERING COMMENTS10/31/19Accessible Curb Ramp (ACR) Type 'C-D'N.T.S.Source: VHBLD_5021/16NOTES1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 (1% MIN.).2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE5%.3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE 7.5%.4.A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE INACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.).5.CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE.6.RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING.7.SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION.8.WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5'PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET.9.ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBINGIS INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH.10.DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES.11.DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO THE ACCESSIBLE ROUTE.12.CONTRACTOR TO SUBMIT R.F.I. FOR THIS TYPE OF ACCESSIBLE CURB RAMP FOR APEX ROADWAYCROSSINGS.4' (MIN.)AREA OF COLORED SURFACE14" LIP MAX.SEE NOTE 9.EDGE OFACCESSIBLE ROUTEE D G E O F A C C E S S I B L E R O U T E1.5% (MAX.) 1.0% (MIN.)4 ' (M I N . ) S I D EW A L K R AM P7.5% (MAX.)7 . 5 % ( M A X . )RAMPSIDEWALK4' (MIN.)3' (MIN.)CURB TRANSITIONCURB2'-0" C U R B T R A N S I T I O N C U R B TRUNCATED DOMES2.35" (TYP.)*2.35" (TYP.)*0.9"0.2"(PROFILE) TRUNCATED DOMES (PLAN VIEW)*DIMENSIONS ARE CENTER TO CENTERAccessible Curb Ramp (ACR) Type 'M-D'N.T.S.Source: VHBLD_5121/16NOTES1.THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5(1% MIN.).2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPSSHALL BE 5%.3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE AT CURB RAMPS SHALL BE7.5%.4.A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLEIN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.).5.CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE.6.RAMP, CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING.7.SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION.8.WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5'x 5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET.9.ELIMINATE CURBING (OTHER THAN VERTICAL CURBING, WHICH SHALL BE SET FLUSH)WHERE IT ABUTS ROADWAYS.10.DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES.11.DETECTABLE WARNINGS SHALL BE INSTALLED PERPENDICULAR TO THE ACCESSIBLEROUTE.L A N D S C A P E A R E A L A N D S C A P E A R E A 2 ' C U R B T R A N S I T I O N 2 ' C U R B T R A N S I T I O N 4 ' (M I N . )7.5% (MAX)RAMPA C C E S S I B L E S I D EW A L K C U R B C U R B14" LIP MAX.SEE NOTE 9.AREA OF COLORED SURFACETRUNCATED DOMES2.35" (TYP.)*2.35" (TYP.)*0.9"0.2"2'-0"(PROFILE) TRUNCATED DOMES (PLAN VIEW)*DIMENSIONS ARE CENTER TO CENTERVertical Granite Curb (VGC) TransitionN.T.S.Source: VHBLD_4151/1618" ±4'4"4"6"6'PAVEMENTSURFACESLOPEDGRANITE CURB(4" REVEAL)FLUSH JOINTQUARRY CUTTRANSITIONVERTICAL GRANITE CURBTRANSITION PIECEVERTICAL CURB(6" REVEAL)SCHEMATICPLANELEVATIONFLUSH JOINTSloped Granite Edging (SGE)N.T.S.Source: VHBLD_4011/16SLOPE VARIESCOMPACTED SUBGRADECOMPACTED GRAVEL(112" MAX. STONE SIZE)4000 PSI CEMENTCONCRETETACK COATBIT. CONC. PAVEMENTSLOPED GRANITE EDGINGSURFACETREATMENT VARIES4" REVEAL (TYP.)12" (MIN.)4" (MIN.)6"6" (MIN.)6 0 °Vertical Granite Curb (VGC)N.T.S.Source: VHBLD_4023/19SLOPE VARIES6"5"(MIN.)6"6"18"COMPACTEDSUBGRADECOMPACTEDGRAVEL BASE4000 PSI CEMENTCONCRETETACK COATBIT. CONC. PAVEMENT6" (TYP.)TREATMENT VARIESVERTICAL GRANITE CURB#4 @ 16" BOTH WAYSBITUMINOUSCONCRETEPAVEMENT5000 PSI CEMENTCONCRETE (TYPE II)6"12" 9"COMPACTEDGRAVELCOMPACTEDSUBGRADENotes:SIZE OF CONCRETE ROAD EDGING TO BE AS INDICATED ON PLANS.CONSTRUCTION JOINTS (IF NECESSARY) SHALL BE SPACED NO MORE THAN40 FEET ON CENTER AND SHALL BE EQUALLY SPACED OVER THE LENGTHAND WIDTH OF THE AREA.PROVIDE TOOLED CONTRACTION JOINTS 10'0" O.C. MAX ALONG EDGING.2.1.3.(2"-6" LIFTS)AIR ENTRAINED3"Stamped Concrete Road EdgingN.T.S.REVREVConcrete Sidewalk in Landscape AreaN.T.S.Source: VHBLD_4261/16Section NOTES1.PROVIDE EXPANSION JOINTS AT MIN. 30 FT. O.C. WITHPRE- FORMED JOINT FILLER.2.PROVIDE TOOLED CONTROL JOINTS AT 6' O.C.3.PROVIDE BROOM FINISH IN DIRECTION PERPENDICULARTO SIDEWALK DIRECTION.NOTE:CONCRETE FOR SIDEWALKS TO BE 4000 PSIAND FOR DRIVEWAYS 5000 PSI. BOTH MIXESTO BE TYPE II,6% (1.5±) AIR ENTRAINED.COMPACTEDSUBGRADE8" COMPACTED GRAVEL(112" MAX STONE SIZE)12"LOAM & SEED SURFACEOR TOP OF SOD MATVARIES12"4" CEMENT CONCRETE(6" THICK IN VEHICULAR AREAS)W.W. MESH(6X6XW1.4XW1.4FLAT SHEETS,CENTER DEPTHREVCOMPACTED SUBGRADE15" GRAVEL BASEGEOTEXTILE SEPARATION FABRIC(MIRAFI 140N OR EQUIVALENT)3" OF 3/4" CRUSHED STONEGravel Area for Fire Truck Back-OutN.T.S.NOTES1.GRAVEL BASE SHOULD BE COMPACTED TO GREATER THAN 95%DRY DENSITY AS DETERMINED BY ASTM D1557. ofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.com DateOne Federal StreetBuilding 103-3NSpringfield, MA 01105413.747.7113Hawley StreetResidentialDevelopment10 Hawley StreetNorthampton, MassachusettsSite Plan ReviewNot Approved for ConstructionAugust 29, 20191442540.00DetailsC-1212Sign Post - Type 'B'N.T.S.Source: VHBLD_7021/16*THIS DIMENSION SHALL BE A MAXIMUM OF 8' FOR ACCESSIBLESIGNAGE.*THIS DIMENSION SHALL BE A MINIMUM OF 5' FOR ACCESSIBLESIGNAGE.* 4.0' 2.0' 1.5' *7' (MIN.)**EARTH INSITUTYPICAL SIGNHOLE DIAMETER 716"SIGN POST ANCHOR(2.0" X 2.0")ANCHOR SLEEVE(2.25" X 2.25")GROUND SURFACESIGN POST(1.75" X 1.75")1PLANNING BOARD COMMENTS9/23/192DPW & ENGINEERING COMMENTS10/31/19Bituminous Concrete SidewalkN.T.S.Source: VHBLD_4221/16GRADEFINISHVARIES1.0% (MIN.)1.5% (MAX.)COMPACTED 1.Notes:BOTH SURFACE AND BINDERMATERIAL SHALL BE DENSE MIX8" COMPACTED GRAVEL(112" MAX STONE SIZE)SUBGRADE114" BINDER COURSE114" SURFACE COURSEBITUMINOUS CONCRETE PAVEMENTGRADEFINISHChain Link Fence up to 6'N.T.S.Source: VHBLD_4811/16NOTE1.MATERIALS TO BE SUPPLIED AND INSTALLED IN CONFORMANCE WITH "CHAINLINK MANUFACTURER'S INSTITUTE" PRODUCT MANUAL.2.PROVIDE 6" OF CLEARANCE BETWEEN THE BOTTOM OF FABRIC AND FINISHGRADE AROUND BMP IF AN ORDER OF CONDITIONS WAS ISSUED FOR THEPROJECT.10" DIA. @ LINE POSTSOR 1'-4" @ CORNERS,PULL OR END POSTSCONCRETE FOOTING(3000 PSI-TYPE I)FINISH GRADE1" BEVELCORNER, END ORLINE POSTSFENCE FABRICTOP RAILTENSION WIRE3'-6" 3'-0"6" UP TO 6'-0"1" OR 6"(SEE NOTE 2.)TOP RAILELEVATIONSECTIONTENSION WIRE2" DIAMONDMESH FABRICSELVAGE OF FABRICKNUCKLED TOP & BOTTOMTIE WIRESModular Retaining WallN.T.S.Source: VHBLD_7501/16VARIES1NOTESDETAIL PROVIDED FOR GENERAL INFORMATION ONLY. STAMPEDFINAL DESIGN OF MODULAR WALL SYSTEM TO BE PROVIDED BYWALL MANUFACTURER BASED ON GEOTECHNICAL ENGINEERSRECOMMENDATIONS.COMPACTEDSUBGRADELEVELING PADUNDERDRAIN(SLOPE TO DRAIN)GRAVELGEOSYNTHETICREINFORCEMENTAPPROXIMATEEXCAVATIONLIMITIMPERVIOUS FILL(MIN.) 12" THICKPROVIDE FENCE WHERE WALLHEIGHT EXCEEDS 4 FEETCAPMODULAR CONCRETEFACING UNITSDETAIL PROVIDED BY CITY OF NORTHAMPTONConcrete Rumble IslandN.T.S.Source: VHBLD_4421/16NOTES1.CORRUGATIONS SHALL RUN TRANSVERSE TO TRAFFIC FLOW.2.EXPANSION JOINTS TO BE PLACED 20 FEET ON CENTER MAX, EACHWAY.3.CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH 5000PSI, 6% (1.5±) AIR ENTRAINED TYPE II CEMENT.12" PREFORMEDEXPANSION JOINTSCONCRETEEXPANSIONJOINT SEALANT12"COMPACTED SUBGRADECOMPACTEDGRAVELBITUMINOUSCONCRETEPAVEMENT6"X6" - 1.4X1.4WELDED WIRE FABRIC1"4 12"4 12"1" RADIUS (TYP.)12"8"EXPANSION JOINT DETAIL6"REVConcrete SidewalkN.T.S.Source: VHBLD_4201/161.0% (MIN.)1.5% (MAX.)NOTES1.PROVIDE EXPANSION JOINTS ATMIN. 30 FT. O.C. WITH PRE-FORMED JOINT FILLER.2.PROVIDE TOOLED CONTROLJOINTS AT 6' O.C.3.PROVIDE BROOM FINISH INDIRECTION PERPENDICULAR TOCURB.CONCRETESIDEWALK12" PREFORMEDEXPANSION JOINTBLDG. FACE,FIXED OBJECT,OR CONC. SIDEWALK SECTIONEXPANSIONJOINTSEALANT12"8" COMPACTED GRAVEL(112" MAX STONE SIZE)COMPACTEDSUBGRADEVARIES6" REVEALCURBFINISHPAVEMENT4" CEMENT CONCRETE(6" THICK IN VEHICULAR AREAS)NOTE:CONCRETE FOR SIDEWALKS TO BE4000 PSI AND FOR DRIVEWAYS5000 PSI. BOTH MIXES TO BE TYPE II,6% (1.5±) AIR ENTRAINED.FINISHGRADESECTIONEXPANSION JOINT DETAILW.W. MESH(6X6W1.4XW1.4)FLAT SHEETS,CENTER DEPTHREV ofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.com DateOne Federal StreetBuilding 103-3NSpringfield, MA 01105413.747.7113Hawley StreetResidentialDevelopment10 Hawley StreetNorthampton, MassachusettsSite Plan ReviewNot Approved for ConstructionAugust 29, 20191442540.00DetailsC-13131DPW & ENGINEERING COMMENTS10/31/19Straw Wattle - Erosion Control BarrierN.T.S.Source: VHBLD_6611/16WORKAREAFLOWNOTES1.STRAW WATTLE SHALL BE AS MANUFACTURED BY EARTHSAVER ORAPPROVED EQUAL.2.STRAW WATTLES SHALL OVERLAP A MINIMUM OF 12 INCHES.3.STRAW WATTLE SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORMEVENTS, AND REPAIR OR REPLACEMENT SHALL BE PERFORMED PROMPTLYAS NEEDED.4.TEMPORARY STRAW WATTLES TO BE REMOVED BY CONTRACTOR. ALLOTHERS TO REMAIN IN PLACE UNLESS DIRECTED OTHERWISE BY ENGINEER.5.IF NON BIODEGRADABLE NETTING IS USED THE NETTING SHALL BECOLLECTED AND DISPOSED OF OFFSITE.12" (MIN.) 12" (MIN.)TOP OFGROUNDSILT FENCE1 12" X 1 12" X 4' WOOD STAKEOR APPROVED EQUAL4' (MAX.)2" X 2" WOOD STAKE,PLACED 10' O.C.3"-4"STRAW FILLED WATTLE(8"-12" TYP.)PROTECTED AREASiltsack Sediment TrapN.T.S.Source: VHBLD_6741/16FLOWFLOWNOTES1.INSTALL SILTSACK IN ALL CATCH BASINS WHERE INDICATED ON THE PLANBEFORE COMMENCING WORK OR IN PAVED AREAS AFTER BINDER COURSE ISPLACED AND HAY BALES HAVE BEEN REMOVED.2.GRATE TO BE PLACED OVER SILTSACK.3.SILTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORMEVENTS AND CLEANING OR REPLACEMENT SHALL BE PERFORMEDPROMPTLY AS NEEDED. MAINTAIN UNTIL UPSTREAM AREAS HAVE BEENPERMANENTLY STABILIZEDSECTION VIEWPLAN VIEWEXPANSION RESTRAINTSILTSACKCATCH BASIN GRATE1" REBAR FORBAG REMOVALCATCH BASIN GRATESILTSACKStabilized Construction ExitN.T.S.Source: VHBLD_6821/163'5:1NOTES1.EXIT WIDTH SHALL BE A TWENTY-FIVE (25) FOOT MINIMUM, BUT NOTLESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESSOCCURS.2.THE EXIT SHALL BE MAINTAINED IN A CONDITION WHICH SHALLPREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLICRIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITHADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR ORCLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALLSEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLICRIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. BERM SHALL BEPERMITTED. PERIODIC INSPECTION AND MAINTENANCE SHALL BEPROVIDED AS NEEDED.3.STABILIZED CONSTRUCTION EXIT SHALL BE REMOVED PRIOR TO FINALFINISH MATERIALS BEING INSTALLED.PLAN VIEWCROSS-SECTION1 12" CRUSHED STONEFILTERFABRICMOUNTABLE BERMEXISTINGPAVEMENT50' (MIN.)SITE8" (MIN.)25' (MIN.) 10'10'EXISTINGPAVEMENT10' (MIN.)50' (MIN.)SITETree Protection FenceN.T.S.Source: VHBLD_6101/16NOTES1.INSTALL TREE PROTECTION FENCE AT EXISTING TREES TO REMAIN AS SHOWN ON THE PLANS.2.INSTALL WOODEN SLATS ENCIRCLING THE TREE TRUNK. SECURE SLATS WITH WIRE TIES.(3) EQUALLYSPACED TIES (TYP.)ORANGE PLASTICWEB FENCE (TYP.)1"X1"X6'POST (TYP.)8'-0"MAX. O.C.4'-0" (TYP.)TREE TRUNKDRIP LINEPLANELEVATIONErosion Control Blanket Slope InstallationN.T.S.Source: VHBLD_6801/16NO. 11 GAUGE WIRETYPICAL STAPLESNOTES1.BEGIN AT THE TOP OF BLANKET INSTALLATION AREA BY ANCHORING BLANKET IN A 6"DEEP TRENCH BACKFILL AND COMPACT TRENCH AFTER STAPLING.2.ROLL THE BLANKET DOWN THE SWALE IN THE DIRECTION OF THE WATER FLOW.3.THE EDGES OF BLANKETS MUST BE STAPLED WITH APPROX. 4 INCH OVERLAP WHERE 2OR MORE STRIP WIDTHS ARE REQUIRED.4.WHEN BLANKETS MUST BE SPLICED DOWN THE SWALE, PLACE UPPER BLANKET ENDOVER LOWER END WITH 6 INCH (MIN.) OVERLAP AND STAPLE BOTH TOGETHER.5.METHOD OF INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS.6.EROSION CONTROL BLANKETS SHALL BE USED IN ALL AREAS WHERE SLOPES EXCEED 3:1.6"1 12"1 12"10"6" LOAM & SEEDSTAPLE 12"ON CENTER6" OVERLAP(MIN.)4"OVERLAP(MIN.)6"STAPLES 12"ON CENTERSTAPLES 12"ON CENTERREVREVLight Pole Foundation Detail (Up to 15' Pole)N.T.S.Source: VHBLD_310A1/16NOTESLIGHT POLE FOUNDATION DESIGN IS SUBJECT TO CHANGEBASED ON FINAL POLE AND FIXTURE SELECTION ANDGEOTECHNICAL SITE INVESTIGATION.BOLT LAYOUT& MOUNTINGPROCEDURE ASPER MFG. SPECS#5 REBAR#3 REBARCONDUIT AND GROUND RODCONNECT TO INSIDE METAL POLESEE ELECTRICAL PLAN FOR SIZE5,000 PSI CONCRETE,TYPE II CEMENT2'-0" (MIN.)COMPACTED ORUNDISTURBEDSUBGRADESECTIONPLAN 2" TYP. COVERFINISH GRADE (MATERIALS VARY)4-#5 VERTICAL-EQ. SPACED#3 HORIZONTAL TIES @ 12" C.C.LIGHT POLES BASESIN PARKING LOT TOBE PAINTED YELLOW1" CHAMFERLIGHT POLE & ANCHORINGSYSTEM BY MFG.2" COVERON REBAR4'-0"2'-6" WITHIN VEHICLE AREAS0'-6" IN LANDSCAPE AREAS24"(MIN.)PROVIDE BASE COVERAS FURNISHEDBY POLE MFG. HAWLEY STREETPHILLIPS PLACEofProject NumberSheetDrawing NumberDrawing TitleIssued forChecked byDesigned byAppvd.DateRevisionNo.vhb.com DateOne Federal StreetBuilding 103-3NSpringfield, MA 01105413.747.7113Hawley StreetResidentialDevelopment10 Hawley StreetNorthampton, MassachusettsSite Plan ReviewNot Approved for ConstructionAugust 29, 20191442540.00Details(Fire Truck Route)C-1414Fire Truck Route ( 46' Ladder Truck )1DPW & ENGINEERING COMMENTS10/31/19 ZONE: CBZONE: URC PHIL LI P S P L A C E HAWL EY S T R E E T NORTHEAST SURVEY CONSULTANTS116 PLEASANT ST. SUITE 302P.O. BOX 109EASTHAMPTON, MA 01027(413) 203-5144PLAN OF LAND INNORTHAMPTON, MAHAMPSHIRE REGISTRYPREPARED FORNEW ENGLAND URBAN SENIOR LIVING1 4EXISTINGCONDITIONS21 3 4 HA W L E Y S T R E E T PHIL LI P S P L A C E NORTHEAST SURVEY CONSULTANTS116 PLEASANT ST. SUITE 302P.O. BOX 109EASTHAMPTON, MA 01027(413) 203-5144PLAN OF LAND INNORTHAMPTON, MAHAMPSHIRE REGISTRYPREPARED FORNEW ENGLAND URBAN SENIOR LIVING2 4EXISTINGCONDITIONS21 3 4 NORTHEAST SURVEY CONSULTANTS116 PLEASANT ST. SUITE 302P.O. BOX 109EASTHAMPTON, MA 01027(413) 203-5144PLAN OF LAND INNORTHAMPTON, MAHAMPSHIRE REGISTRYPREPARED FORNEW ENGLAND URBAN SENIOR LIVING3 4EXISTINGCONDITIONS21 3 4 NORTHEAST SURVEY CONSULTANTS 116 PLEASANT ST. SUITE 302 P.O. BOX 109 EASTHAMPTON, MA 01027 (413) 203-5144 PLAN OF LAND IN NORTHAMPTON, MA HAMPSHIRE REGISTRY PREPARED FOR NEW ENGLAND URBAN SENIOR LIVING 4 4 EXISTING CONDITIONS 2 1 3 4 20' - 0"18' - 6"18' - 6"20' - 0"77' - 0"42' - 0"2' - 0"40' - 0"FIRE PROTECTION CLOSETLOCATION VARIESSEE SITE PLANBALCONY ABV, TYPGARAGE DOOR AWNING ABV.BALCONY6' X 12' TYPBALCONYBALCONYBALCONYAWNING ROOFABVGARAGE DORR AWNINGROOF BELOWKUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comADBC1234512345ADBCc Kuhn Riddle Architects, Inc.This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:9/23/2019 12:42:06 PM3/16" = 1'-0"9/23/19KRATYPICAL FLOOR PLANSA-110 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190543/16" = 1'-0"ENTRY LEVEL13/16" = 1'-0"FIRST FLOOR2 BALCONY AWNING BELOW12" / 12"12" / 12"3" / 12"5 1/2" / 12"5 1/2" / 12"BALCONY BELOWBALCONY BELOWBALCONY BELOWBALCONY BELOWROOF AREA FOR FUTURE PVROOF AREA FOR FUTURE PVKUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comADBC1234512345ADBCc Kuhn Riddle Architects, Inc.This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:9/23/2019 12:42:06 PM3/16" = 1'-0"9/23/19AuthorTYPICAL FLOOR PLANSA-210 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190543/16" = 1'-0"SECOND FLOOR13/16" = 1'-0"ROOF PLAN2 GRND FLR -WEST-1' -0"2ND FLR WEST7' -6"3RD FLR WEST18' -0"BRACKETED FIRST FLOOR BALCONY PRIVACY SCREENMETAL GUARDRAILEND UNIT SHARED ENTRY ROOF6" EXTERIOR RECESSED CAN LIGHTEXTERIOR SCONCE3RD FLR EAST20' -0"2ND FLR EAST9' -6"GRND FLR -EAST1' -0"COMPOSITE ROOF TRIM, TYP5/4X 6 COMPOSITE WINDOW AND DOOR TRIM, TYPBOARD AND BATTEN FIBER CEMENT SIDING5" EXPOSURE FIBER CEMENT CLAPBOARDSWITH WOVEN CORNER BOARDSBUIT UP COMPOSITE TRIM AT GARAGE DOORBRACKETED GARAGE DOORROOF AT MIDDLE UNITSCOMPOSITE BELT COURSE TRIM35' - 0"6" EXTERIOR RECESSED CAN LIGHTEXTERIOR SCONCEKUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comADBC1234512345ADBCc Kuhn Riddle Architects, Inc.This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:9/23/2019 12:29:40 PM3/16" = 1'-0"9/23/19KRABUILDING ELEVATIONSA-310 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190543/16" = 1'-0"WEST (HAWLEY STREET)A23/16" = 1'-0"NORTH ELEVATION (FRONT)A1WAC LIGHTING "MOD" 6" DARK SKY EXTERIOR LIGHT FIXTURESEE A-6 FOR HAWLEYSTREET ELEVATION 3RD FLR EAST20' -0"2ND FLR EAST9' -6"GRND FLR -EAST1' -0"FIRE PROTECTION CLOSETLOCATION VARIES, SEE SITE PLAN6" EXTERIOR RECESSED CAN LIGHTGRND FLR -WEST-1' -0"2ND FLR WEST7' -6"3RD FLR WEST18' -0"BALCONY GUARDRAILBRACKETED BALCONYPRIVACY WALLSBRACKETED BALCONY ROOFOVERHANG6" EXTERIOR RECESSED CAN LIGHTKUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comADBC1234512345ADBCc Kuhn Riddle Architects, Inc.This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:9/23/2019 12:29:41 PM3/16" = 1'-0"9/23/19ABBUILDING ELEVATIONSA-410 HAWLEY STNORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT190543/16" = 1'-0"EAST ELEVATIONA33/16" = 1'-0"SOUTH ELEVATION (REAR)A4 KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comADBC1234512345ADBCc Kuhn Riddle Architects, Inc.This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:8/29/2019 1:32:20 PM8/29/19KRAAERIAL RENDERINGA-510 HAWLEY STREET,NORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT19054Date:Drawn By:Project:Scale:3/16" = 1'-0"9/23/19KRA19054 KUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0www . kuhnriddle . comADBC1234512345ADBCc Kuhn Riddle Architects, Inc.This drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:8/29/2019 2:02:59 PM8/29/19KRARENDERINGSA-610 HAWLEY STREET,NORTHAMPTON, MAHAWLEY STREET RESIDENTIALDEVELOPMENT19054PARTIAL DRIVEWAY ELEVATION LOOKING SOUTHPERSPECTIVE FROM HAWLEY LOOKING EASTPERSPECTIVE FROM HAWLEY LOOKING EASTDate:Drawn By:Project:Scale:3/16" = 1'-0"9/23/19KRA19054