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Proposed Gasoline Filling Station, Convenience Store

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Proposed Gasoline Filling Station, Convenience Store DRILL HOLE (SET) PROPOSED GASOLINE FILLING STATION, DRILL HOLE (FND) PARCEL ID: 53-3-6 ASSESSORS N/F CONVENIENCE STORE & RESTAURANT/FOOD SERVICE PARCEL ID: 53-3-9 (#52 NEW DRIFTWAY) JOHN M. ROUSSEAU & 53-10-F (#48 NEW DRIFTWAY) EOP ET AL #56 AT 48-52 NEW DRIFTWAY, SCITUATE MA OFFICE BUILDING BCC LIMIT OF CLEARING ZONE AE (EL 16 FT) LIMIT OF CLEARING ZONE X STONE RETAINING APPLICANT: WALL PETRO REALTY CORP. PAVED DRIVEWAY INDEX OF DRAWINGS 4 NORTH STREET PARCEL ID: 53-3-4 HINGHAM, MA 02043 N/F UP#80/30 FULCRUM HARBOR LLC SHEET DESCRIPTION ASSESSOR'S INFORMATION: DRILL HOLE (SET) PARCEL ID 53-3-9 52 NEW DRIFTWAY ONE WAY ONE WAY 1. COVER SHEET DRILL HOLE EOP PARCEL ID 53-10-F 48 NEW DRIFTWAY (SET) ONE WAY ONE 2. EROSION & SEDIMENT CONTROL PLAN ZONING CLASSIFICATION: VILLAGE CENTER & LOADING ZONE IRON ROD 3. EROSION CONTROL DETAILS & NOTES NEIGHBORHOOD SUB DISTRICT (SET) ONE WAY 4. SITE LAYOUT & FUEL TRUCK ACCESS PLAN DATE APPROVAL ISSUED: ONE WAY ONE ONE WAY ONE 5. GRADING AND DRAINAGE PLAN PLAN ENDORSEMENT DATE: DO NOT ENTER 6. UTILITY PLAN MAG NAIL (SET) 7. LIGHTING PLAN CURB STOP (DEED BOOK 3123 PAGE76) (TYP.) 8. UNDERGROUND FUEL STORAGE TANKS DETAILS RIGHT OF WAY PARCEL ID: UNKNOWN N/F 9. SITE DETAILS #1 LIMIT OF CLEARING OF LIMIT TOWN OF SCITUATE 10. SITE DETAILS #2 SCITUATE PLANNING BOARD 11. SITE DETAILS #3 12. SITE DETAILS #4 WOOD 13. CANOPY LAYOUT, ELEVATIONS & DETAILS EOP GUARDRAIL CONC. IRON ROD BOULDER TRAFFIC LIGHT (SET) MAG NAIL (TYP.) (SET) SIGN SIGN 1. OF 1. EXISTING CONDITIONS CONC. SIDEWALK VGC EOP VGC SINGLE SB/DH WHITE LINE (FND) NEW DRIFTWAY ONLY DOUBLE YELLOW LINE SINGLE WHITE LINE EOP SB/DH EOP (FND) UP#8/84 UP#9/30 BENCHMARK UP#7/1A EOP HH MAG NAIL SET IN UP #8/84 SITE PLAN REVIEW SET BENCHMARK ELEV.=23.04 (NAVD 88) MAG NAIL SET IN UP #6 ELEV.=26.37 (NAVD 88) NEW DRIFTWAY #53 ANIMAL HOSPITAL Prepared For: PETRO REALTY, CORP 4 NORTH STREET HINGHAM, MA 02043 PREPARED BY: Choubah Engineering Group, p.c. Consulting Professional Engineers N LOCUS MAP NOT TO SCALE 112 STATE ROAD, NORTH DARTMOUTH, MA 02747 TEL:(508) 858-5040 FAX:(508) 858-5041 www.choubahgroup.com JUNE 23, 2020 REVISED JULY 24, 2020 REVISED SEPTEMBER 8, 2020 REVISED NOVEMBER 3, 2020 PROJECT N° 20-571 15 12 3 PARKING SPACES DRILL HOLE (SET) 11 19 DRILL HOLE Choubah Engineering Group, p.c. (FND) PARCEL ID: 53-3-6 20 ASSESSORS N/F PARCEL ID: 53-3-9 (#52 NEW DRIFTWAY) Consulting Professional Engineers JOHN M. ROUSSEAU 15 EOP & 53-10-F (#48 NEW DRIFTWAY) ET AL 112 STATE ROAD (ROUTE 6), 18 21 No. DARTMOUTH, MA 02747 17 TEL:(508) 858-5040 FAX:(508) 858-5041 #56 22 www.choubahgroup.com 19 DEBRIS OFFICE BUILDING BCC 23 STOCKPILE 19 Project: 24 PROPOSED GASOLINE FILLING STATION LIMIT OF CLEARING 16 15 N LOCUS MAP 18 NOT TO SCALE CONVENIENCE STORE ZONE AE (EL 16 FT) 25 17 & RESTAURANT/FOOD 14 19 LIMIT OF CLEARING 13 SERVICE AT 26 ZONE X 11 112.1' 48 & 52 NEW DRIFTWAY 27 21 TIMBER SCITUATE, MA 4 PARKING SPACES BRUSH PILE Prepared For: STONE 12 RETAINING PETRO REALTY CORP. EOP WALL 4 NORTH STREET, PAVED 28 29 21 DRIVEWAY 8.7' HINGHAM, MA 02043 13 PARCEL ID: 53-3-4 22 TH=25.1 N/F 28 TH=25.1 22 UP#80/30 FULCRUM HARBOR LLC SLAB=16.8 APPLICANT: 14 PETRO REALTY CORP. DRILL HOLE (SET) 4 NORTH STREET SLAB=16.8 HINGHAM, MA 02043 DRILL HOLE EOP ASSESSOR'S INFORMATION: (SET) 15 SLAB=24.1 PARCEL ID 53-3-9 52 NEW DRIFTWAY TH=25.3 PARCEL ID 53-10-F 48 NEW DRIFTWAY 16 ZONING CLASSIFICATION: IRON ROD VILLAGE CENTER & 27 (SET) NEIGHBORHOOD SUB DISTRICT 24 17 DATE APPROVAL ISSUED: PLAN ENDORSEMENT DATE: 25 GRAVEL 1818 PILE CONCRETE 24 RET. WALL 10.1' 19 AC AC 18 PARKING SPACES MAG NAIL (SET) LANDING TH=25.2 & STEPS 25 CURB STOP (DEED BOOK 3123 PAGE76) SCITUATE PLANNING BOARD (TYP.) #48-52 SLAB=24.4 20 TWO GAS 1 STORY RIGHT OF WAY GM BRICK & CONCRETE PARCEL ID: UNKNOWN METERS BUILDING N/F LIMIT OF CLEARING OF LIMIT TOWN OF SCITUATE 118.7' SLAB=25.1 BUILDING SLAB=25.5 HEIGHT=12.7' 4 PARKING SPACES EM CONCRETE UP#8/6123.88 1919 Issue Date: 06/23/2020 26 Revisions 10 PARKING SPACES 38.7' 21 WOOD No. Date Description EOP 27 EOP 20 GUARDRAIL CONC. 1 07/24/2020 Revised Plans IRON ROD 24 BOULDER (SET) CROSSWALK 09/08/2020 Addressed Peer Review TRAFFIC LIGHT 23 MAG NAIL 2 (TYP.) (TYP.) (SET) Comments SIGN 26 SIGN 3 11/03/2020 Addressed Peer Review CONC. SIDEWALK HH CONC. SIDEWALK Comments HH VGC EOP VGC 24 Project Number: 20-571 SINGLE 2121 WHITE LINE 25 26 NEW DRIFTWAY Scale: AS SHOWN ONLY ONLY Designed By: CMS 36" RCP DOUBLE 36" RCP 36" RCP 12" Drawn By: CMS Checked By: HC RCP YELLOW LINE 2323 24 Sheet Title: SMH SINGLE 2222 EOP WHITE LINE 21 DMH RIM=26.48 21 SMH SB/DH RIM=26.34 INV.=NO ACCESS 25 EOP RIM=20.60 (FND) UP#8/84 EROSION INV.=18.06 (W) INV.=10.24 SMH CATCH BASIN DMH SMH & DMH RIM=25.95 RIM=23.74 RIM=23.38 RIM=24.06 DMH SEDIMENT CONTROL PLAN RIM=23.63 UP#9/30 BENCHMARK UP#7/1A EOP HH WATER=22.95 INV.=16.19 (W) INV.=20.12 INV.=NO ACCESS RIM=20.47 INV.=18.41 (S) MAG NAIL SET IN UP #8/84 INV.=16.59 (E) INV.=18.54 (NW) ELEV.=23.04 (NAVD 88) PIPE NOT VISIBLE 26 BENCHMARK INV.=(N) NOT VISIBLE INV.=19.27 (NE) MAG NAIL SET IN UP #6 ELEV.=26.37 (NAVD 88) 1"=20' SCALE IN FEET NEW DRIFTWAY #53 ANIMAL HOSPITAL 0 10 20 40 80 Sheet Number: 2 OF 13 1- 12" x 1-12" POST WOOD OR PLASTIC SLAT STAPLED THROUGH FABRIC 2' TO POST FABRIC Choubah Engineering Group, p.c. Consulting Professional Engineers DETAIL OF POST ATTACHMENT FLOW FLOW (PRE-ASSEMBLED PRIOR TO INSTALLATION) OVERLAP ENDS PLAN VIEW POST 112 STATE ROAD (ROUTE 6), POST No. DARTMOUTH, MA 02747 AEC PREMIER STRAW WATTLE WOOD STAKE SLAT POST SILT FENCE OR EQUAL TEL:(508) 858-5040 FAX:(508) 858-5041 FILTER SLAT FABRIC (3' WIDE) FABRIC www.choubahgroup.com FILTER FABRIC 24" MIN. BACKFILL 2" DOWN SLOPE Project: BACKFILL STAKE WITHIN 2' OF ENDS FLOW SLOPE PROPOSED GASOLINE SURFACE 4' O.C. TYP. FILLING STATION 6" MIN. CONVENIENCE STORE LAP TRENCH 12" MIN. (12" MAX IN ROCKY SOIL) & RESTAURANT/FOOD BACKFILL NATIVE SOIL SERVICE AT TOE-IN METHODS PERSPECTIVE OF FENCE 24" MIN. STAKE DEPTH SOIL 24" MINIMUM 48 & 52 NEW DRIFTWAY SCITUATE, MA Prepared For: 12" MIN. DIAMETER PETRO REALTY CORP. 4 NORTH STREET, HINGHAM, MA 02043 APPLICANT: INLET GRATE PETRO REALTY CORP. 4 NORTH STREET HINGHAM, MA 02043 LOOPS SIZED FOR 1" ASSESSOR'S INFORMATION: REBAR. LIFT FILTER LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE BAG FROM INLET PARCEL ID 53-3-9 52 NEW DRIFTWAY PROPERTIES TEST METHOD UNITS USING REBAR FOR PARCEL ID 53-10-F 48 NEW DRIFTWAY GRAB TENSILE STRENGTH ASTM D-4632 300 LBS HANDLES. FINISH ASTM D-4632 20 % GRAB TENSILE ELONGATION GRADE SECURE LIFTING LOOPS TO OR ZONING CLASSIFICATION: PUNCTURE ASTM D-4833 120 LBS UNDER SURROUNDING SURFACE. MULLEN BURST ASTM D-3786 800 PSI OVERFLOW HOLES VILLAGE CENTER & TRAPEZOID TEAR ASTM D-4533 120 LBS NEIGHBORHOOD SUB DISTRICT UV RESISTANCE ASTM D-4355 80 % GEOTEXTILE BAG APPARENT OPENING SIZE ASTM D-4751 40 US SIEVE 1/4" BRIGHTLY COLORED DATE APPROVAL ISSUED: FLOW RATE ASTM D-4491 40 GAL/MIN/SQ FT NYLON ROPE EXPANSION PLAN ENDORSEMENT DATE: PERMITTIVITY ASTM D-4491 0.55 SEC -1 RESTRAINT MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE LOOPS SIZED FOR 1" PROPERTIES TEST METHOD UNITS REBAR. USE REBAR FOR GRAB TENSILE STRENGTH ASTM D-4632 265 LBS A HANDLE TO EMPTY 2"X2"X3/4" RUBBER GRAB TENSILE ELONGATION ASTM D-4632 20 % FILTER SACK AT A BLOCK (TYP) PUNCTURE ASTM D-4833 135 LBS SEDIMENT COLLECTION DEPTH = D 1/4" BRIGHTLY COLORED MULLEN BURST ASTM D-3786 420 PSI LOCATION. NYLON ROPE EXPANSION TRAPEZOID TEAR ASTM D-4533 45 LBS RESTRAINT UV RESISTANCE ASTM D-4355 90 % APPARENT OPENING SIZE ASTM D-4751 20 US SIEVE FLOW RATE ASTM D-4491 200 GAL/MIN/SQ FT PERMITTIVITY ASTM D-4491 1.5 SEC -1 SCITUATE PLANNING BOARD 1. REMOVE TRAPPED SEDIMENT WHEN BRIGHTLY COLORED EXPANSION RESTRAINT CAN NO LONGER BE SEEN. 2. GEOTEXTILE SHALL BE A WOVEN POLYPROPYLENE FABRIC THAT MEETS OR EXCEEDS REQUIREMENTS IN THE SPECIFICATIONS TABLE. 3. PLACE AN OIL ADSORBENT PAD OR PILLOW OVER INLET GRATE WHEN OIL SPILLS ARE A CONCERN. 4. INSPECT PER REGULATORY REQUIREMENTS. 5. THE WIDTH, "W", OF THE FILTER SACK SHALL MATCH THE INSIDE WIDTH OF THE GRATED INLET BOX. 6. THE DEPTH, "D", OF THE FILTER SACK SHALL BE BETWEEN 18 INCHES AND 36 INCHES 7. THE LENGTH, "L", OF THE FILTER SACK SHALL MATCH THE INSIDE SECTION VIEW LENGTH OF THE GRATED INLET BOX. PROFILE VIEW OF INSTALLED ISOMETRIC VIEW FILTER SACK DO NOT USE IN PAVED AREAS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS. Issue Date: 06/23/2020 Revisions TO BE USED IN EXISTING RIGHT OF WAY No. Date Description 1 07/24/2020 Revised Plans 2 09/08/2020 Addressed Peer Review Comments 3 11/03/2020 Addressed Peer Review Comments 1:3 MAXIMUM SLOPE Project Number: 20-571 Scale: AS SHOWN 3 Designed By: CMS 1 Drawn By: CMS Checked By: HC 35' MAXIMUM Sheet Title: EROSION CONTROL DETAILS & NOTES CONSTRUCT SILT FENCE AND STRAW WATTLES AROUND PERIMETER OF STOCKPILE Sheet Number: 3 OF 13 DRILL HOLE PARKING DATA (SET) Choubah Engineering Group, p.c.
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