Site Plans Issued for Comprehensive Permit Application Date Issued February 16, 2018 Latest Issue August 30, 2018 Fieldstone Way Great Plain Avenue Brook Street vhb.com SITE 135 Great Plain Avenue Wellesley, Massachusetts Sudbury Aqueduct 101 Walnut Street PO Box 9151 Watertown, MA 02471 617.924.1770 0 250 500 Feet Surveyor Architect CHA Union Studio 101 Accord Park Drive 140 Union Street Norwel, MA 02061 Providence, RI 02903 Applicant Sheet Index Reference Drawings 781.982.5400 401.272.4724 Wellesley Residential, LLC. No. Drawing Title Latest Issue No. Drawing Title Latest Issue 80 Beharrell Street C-1 Legend And General Notes August 30, 2018 Existing Conditions Plan January 5, 2015 Landscape Architect Concord, MA 01742 C-2 Layout and Materials Plan August 30, 2018 Existing Conditions Plan January 5, 2015 Ryan Associates C-3 Grading and Drainage Plan August 30, 2018 144 Moody Street C-4 Utility Plan August 30, 2018 Building 4 C-5 Erosion and Sediment Control Plan August 30, 2018 Waltham, MA 02453 C-6.1-6.3 Site Details August 30, 2018 781.314.0401 Assessor's Map: 68 Lot: 68-1 Issued for : Comprehensive Permit Application VHB Project : 13936.00 vhb.com Legend Abbreviations Notes Exist. Prop. Exist. Prop. General ABAN ABANDON PROPERTY LINE CONCRETE Existing Conditions Information ACR ACCESSIBLE CURB RAMP PROJECT LIMIT LINE HEAVY DUTY PAVEMENT 1. THE EXISTING CONDITIONS INFORMATION SHOWN HEREON IS THE RESULT OF AN ON-THE-GROUND SURVEY PERFORMED BY CHA CONSULTING, INC., ON OR BETWEEN JULY AND DECEMBER 2014. RIGHT-OF-WAY/PROPERTY LINE BUILDINGS ADJ ADJUST 2. TOPOGRAPHY: ELEVATIONS ARE BASED ON TOWN OF WELLESLEY VERTICAL DATUM, WHICH IS -5.50' RIPRAP EASEMENT APPROX APPROXIMATE FROM NGVD 29. BUILDING SETBACK CONSTRUCTION EXIT 101 Walnut Street BIT BITUMINOUS 3. THE PROJECT AREA IS LOCATED IN FLOOD ZONE "A, X & SFHAs" AS SHOWN ON FLOOD INSURANCE RATE MAP FOR THE TOWN OF WELLESLEY, COMMUNITY PANEL NUMBER 25021C0017E, EFFECTIVE DATE PARKING SETBACK BS BOTTOM OF SLOPE PO Box 9151 TOP OF CURB ELEVATION JULY 17, 2012. BASELINE Watertown, MA 02471 BOTTOM OF CURB ELEVATION BWLL BROKEN WHITE LANE LINE 4. RESOURCE AREA FLAGS SHOWN HEREIN ARE BASED ON FIELD DELINEATION BY JAMES B. HALL, PWS ON CONSTRUCTION LAYOUT JULY 8, 2014, NOVEMBER 14, 2014 AND SUBSEQUENT FIELD ADJUSTMENTS DURING PEER REVIEW ON 617.924.1770 SPOT ELEVATION CONC CONCRETE MAY 21, 2015. FLAG LOCATIONS CORRESPOND TO THE APPROVED ORAD ISSUED BY THE WELLESLEY ZONING LINE CONSERVATION COMMISSION ON JUNE 16, 2015. TOP & BOTTOM OF WALL ELEVATION DYCL DOUBLE YELLOW CENTER LINE TOWN LINE 5. THE 100' BVW AND 200' RFA RESOURCE BUFFERS ARE SHOWN IN CONFORMANCE WITH THE BORING LOCATION EL ELEVATION MASSACHUSETTS WETLAND PROTECTION ACT. LIMIT OF DISTURBANCE TEST PIT LOCATION ELEV ELEVATION 6. BUILDINGS SHOWN WITHIN THE PROPERTY BOUNDARIES ON THE EXISTING CONDITIONS PLAN HAVE WETLAND LINE WITH FLAG MONITORING WELL BEEN DEMOLISHED, WITH THE EXCEPTION OF THE STONE BUILDING THAT IS BEING RELOCATED. EX EXISTING FLOODPLAIN FDN FOUNDATION UNDERDRAIN Document Use BORDERING LAND SUBJECT TO FLOODING DRAIN FFE FIRST FLOOR ELEVATION 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 WETLAND BUFFER ZONE ROOF DRAIN GRAN GRANITE WHICH IT WAS CREATED WITHOUT THE EXPRESSED, WRITTEN CONSENT OF VHB. ANY UNAUTHORIZED USE, REUSE, MODIFICATION OR ALTERATION, INCLUDING AUTOMATED CONVERSION OF THIS SEWER NO DISTURB ZONE GTD GRADE TO DRAIN DOCUMENT SHALL BE AT THE USER'S SOLE RISK WITHOUT LIABILITY OR LEGAL EXPOSURE TO VHB. 200' RIVERFRONT AREA FORCE MAIN LA LANDSCAPE AREA OVERHEAD WIRE LOD LIMIT OF DISTURBANCE GRAVEL ROAD WATER MAX MAXIMUM EDGE OF PAVEMENT FIRE PROTECTION BITUMINOUS BERM MIN MINIMUM DOMESTIC WATER NIC NOT IN CONTRACT BITUMINOUS CURB GAS CONCRETE CURB ELECTRIC NTS NOT TO SCALE CURB AND GUTTER STEAM PERF PERFORATED EXTRUDED CONCRETE CURB TELEPHONE PROP PROPOSED MONOLITHIC CONCRETE CURB FIRE ALARM REM REMOVE PRECAST CONC. CURB CABLE TV RET RETAIN SLOPED GRAN. EDGING CATCH BASIN R&D REMOVE AND DISPOSE VERT. GRAN. CURB DOUBLE CATCH BASIN R&R REMOVE AND RESET LIMIT OF CURB TYPE GUTTER INLET SWEL SOLID WHITE EDGE LINE SAWCUT DRAIN MANHOLE SWLL SOLID WHITE LANE LINE TRENCH DRAIN BUILDING TS TOP OF SLOPE PLUG OR CAP BUILDING ENTRANCE TYP TYPICAL CLEANOUT LOADING DOCK FLARED END SECTION Utility BOLLARD HEADWALL DUMPSTER PAD CB CATCH BASIN SIGN SEWER MANHOLE CMP CORRUGATED METAL PIPE DOUBLE SIGN CO CLEANOUT CURB STOP & BOX DCB DOUBLE CATCH BASIN STEEL GUARDRAIL WATER VALVE & BOX DMH DRAIN MANHOLE WOOD GUARDRAIL TAPPING SLEEVE, VALVE & BOX CIP CAST IRON PIPE SIAMESE CONNECTION COND CONDUIT PATH FIRE HYDRANT TREE LINE WATER METER DIP DUCTILE IRON PIPE WIRE FENCE POST INDICATOR VALVE FES FLARED END SECTION FENCE WATER WELL FM FORCE MAIN STOCKADE FENCE GAS GATE F&G FRAME AND GRATE STONE WALL GAS METER F&C FRAME AND COVER RETAINING WALL Fieldstone Way ELECTRIC MANHOLE GI GUTTER INLET STREAM / POND / WATER COURSE ELECTRIC METER GT GREASE TRAP 135 Great Plain Avenue DETENTION BASIN LIGHT POLE HDPE HIGH DENSITY POLYETHYLENE PIPE Wellesley, Massachusetts HAY BALES SILT FENCE TELEPHONE MANHOLE HH HANDHOLE No. Revision Date Appvd. 1 Layout Updates 8/30/18 CRQ SILT SOCK / STRAW WATTLE TRANSFORMER PAD HW HEADWALL HYD HYDRANT MINOR CONTOUR UTILITY POLE INV INVERT ELEVATION MAJOR CONTOUR GUY POLE I= INVERT ELEVATION PARKING COUNT GUY WIRE & ANCHOR LP LIGHT POLE COMPACT PARKING STALLS HAND HOLE Designed by Checked by PULL BOX MES METAL END SECTION DOUBLE YELLOW LINE WNM CRQ PIV POST INDICATOR VALVE Issued for Date STOP LINE MATCHLINE PWW PAVED WATER WAY Comprehensive Permit February 16, 2018 CROSSWALK PVC POLYVINYLCHLORIDE PIPE Application ACCESSIBLE CURB RAMP RCP REINFORCED CONCRETE PIPE Not Approved for Construction ACCESSIBLE PARKING Drawing Title R= RIM ELEVATION VAN-ACCESSIBLE PARKING Legend and SMH SEWER MANHOLE TSV TAPPING SLEEVE, VALVE AND BOX General Notes UG UNDERGROUND UP UTILITY POLE Drawing Number C-1 Sheet of 1 8 Project Number 13936.00 vhb.com Zoning Summary Chart DRIVE Zoning District(S): Single Residence 20 SKYLINE Zoning Regulation Requirements Required Provided MINIMUM LOT AREA 20,000 SF 525,031 SF GREAT PLAIN AVENUE FRONTAGE 60 Feet 450 Feet FRONT YARD SETBACK 30 Feet 13.7 Feet 20 Feet SIDE YARD SETBACK 22.7 Feet 101 Walnut Street REAR YARD SETBACK 20 Feet 144.3 Feet PO Box 9151 MINIMUM LOT WIDTH 60 Feet 450 Feet MAXIMUM BUILDING COVERAGE 15.0% 13.3% Watertown, MA 02471 617.924.1770 Sign Summary M.U.T.C.D. Specification Desc. Number Width Height DUPLEX 1 DUPLEX 2 DUPLEX 3 DUPLEX 4 DUPLEX 5 R1-1 30" 30" A A R7-8 12" 18" Legend A VAN A AFFORDABLE UNIT R7-8P 12" 6" ACCESSIBLE VAN A A A DUPLEX 7 DUPLEX 8 DUPLEX 9 DUPLEX 10 A A DUPLEX 6 A DUPLEX 11 A DUPLEX 13 DUPLEX 12 0 20 40 80 Feet DUPLEX 14 DUPLEX 20 A Fieldstone Way VAN 135 Great Plain Avenue Wellesley, Massachusetts DUPLEX 15 No. Revision Date Appvd. 1 Layout Updates 8/30/18 CRQ DUPLEX 19 Designed by Checked by WNM CRQ DUPLEX 16 Issued for Date DUPLEX 17 DUPLEX 18 Comprehensive Permit February 16, 2018 Application Not Approved for Construction Drawing Title Layout and Materials Plan FULLER Drawing Number BROOK SUDBURY AQUEDUCT C-2 Sheet of 2 8 Project Number 13936.00 vhb.com DRIVE SKYLINE GREAT PLAIN AVENUE 101 Walnut Street PO Box 9151 Watertown, MA 02471 617.924.1770 Notes DUPLEX 1 DUPLEX 2 DUPLEX 3 DUPLEX 4 DUPLEX 5 1. DRAINAGE FFE = 175.0± FFE = 168.0± FFE = 172.0± FFE = 177.0± FFE = 179.2± 1.1. STORM DRAINAGE PIPES SHALL BE HIGH DENSITY POLYETHYLENE (HDPE). 1.2. PIPE INVERTS WILL BE SET TO MEET MINIMUM COVER, SLOPE AND CAPACITY REQUIREMENTS. 1.3. ROOF DRAINS ARE TO BE ROUTED TO THE DETENTION AND INFILTRATION SYSTEMS AS INDICATED IN THE STORMWATER MANAGEMENT REPORT. 1.4. REFER TO THE PROJECT'S STORMWATER MANAGEMENT REPORT FOR ADDITIONAL INFORMATION ABOUT THE DRAINAGE VAN COLLECTION AND TREATMENT SYSTEM AND CONFORMANCE TO THE STATE STORMWATER STANDARDS. DUPLEX 7 DUPLEX 8 DUPLEX 9 DUPLEX 10 FFE = 170.0± FFE = 174.0± FFE = 176.5± BASEMENTFFE = FFE=165.7± 176.2± DUPLEX 6 FFE = 168.0± DUPLEX 11 BASEMENT FFE = 160.5± FFE = 171± DUPLEX 13 FFE = 171± BASEMENT FFE = 160.5± DUPLEX 12 0 20 40 80 Feet DUPLEX 14 BASEMENT FFE = 151.0± FFE = 171± FFE = 161.5± BASEMENT FFE = 160.5± DUPLEX 20 Fieldstone Way VAN FFE = 161.5± 135 Great Plain Avenue BASEMENT FFE = 151.0± Wellesley, Massachusetts DUPLEX 15 No. Revision Date Appvd. 1 Layout Updates 8/30/18 CRQ BASEMENT FFE = 151.0± FFE = 161.5± DUPLEX 19 FFE = 161.5± BASEMENT FFE = 151.0± Designed by Checked by WNM CRQ DUPLEX 16 Issued for Date DUPLEX 17 DUPLEX 18 February 16, 2018 BASEMENTFFE =FFE 161.5± = 151.0± Comprehensive Permit FFE = 161.5± FFE = 161.5± Application BASEMENT FFE = 151.0± BASEMENT FFE = 151.0± Not Approved for Construction Drawing Title Grading and Drainage Plan FULLER Drawing Number BROOK SUDBURY AQUEDUCT C-3 Sheet of 3 8 Project Number 13936.00 vhb.com DRIVE SKYLINE GREAT PLAIN AVENUE 101 Walnut Street PO Box 9151 Watertown, MA 02471 617.924.1770 Notes DUPLEX 1 DUPLEX 2 DUPLEX 3 DUPLEX 4 DUPLEX 5 1. DRAINAGE 1.1. STORM DRAINAGE PIPES SHALL BE HIGH DENSITY POLYETHYLENE (HDPE). 1.2. PIPE INVERTS WILL BE SET TO MEET MINIMUM COVER, SLOPE AND CAPACITY REQUIREMENTS. 1.3. ROOF DRAINS ARE TO BE ROUTED TO THE DETENTION AND INFILTRATION SYSTEMS AS INDICATED IN THE STORMWATER MANAGEMENT REPORT.