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 EOP

INV.=18.06 (W)

RIM=26.34 DMH 26 TRAFFIC LIGHT (TYP.)

FULCRUM HARBOR LLC

PARCEL ID: 53-3-4 CURB STOP (TYP.) BOULDER

NEW DRIFTWAY N/F

18 PARKING SPACES 26

INV.=NO ACCESS

SMH RIM=26.48 SIGN CONC. 27

26 28 OFFICE BUILDING HH

IRON ROD #56

(SET) 26 HH 28 4 PARKING SPACES

25 25

25 29 24 IRON ROD BENCHMARK GRAVEL

ELEV.=26.37 (NAVD 88) MAG NAIL SET IN UP #6

(SET)

PILE 25 25

VGC EOP WHITE LINE 27 SINGLE WHITE LINE

SMH

RIM=25.95

WATER

SINGLE 26 HH

=22.95

22 22 25

118.7' 22 CONC. SIDEWALK

ONLY

ANIMAL HOSPITAL INV.=18.41 (S)

RIM=23.63 DMH INV.=18.54 (NW) INV.=19.27 (NE) 21 21 BCC

#53

20 3 PARKING SPACES PARKING 3 SB/DH (FND) EOP BRUSH PILE 24 BRUSH PILE TIMBER

TIMBER LIMIT OF CLEARING

19 UP#9/30 PARCEL ID: 53-3-9 (#52 NEW DRIFTWAY) & 53-10-F (#48 NEW DRIFTWAY)

36" RCP

19 19

EOP

18 112.1'

ASSESSORS NEW

INV.=20.12

RIM=23.38 CATCH BASIN STOCKPILE RCP 12

36" DEBRIS

12" RCP 24

DRIFTWAY GM

DRILL HOLE

19 (SET)

11 17 TWO GAS METERS

DRILL HOLE AC TH=25.2 (FND)

SLAB=25.1 2424 15

INV.=16.19 (W)

RIM=23.74 DMH INV.=16.59 (E) INV.=(N) NOT VISIBLE

ONLY 18

LIMIT OF CLEARING OF LIMIT BRICK & CONCRETE & BRICK

SLAB=25.5

22 22 AC 16

23 23 BUILDING

#48-52 17

1 STORY 1

10 PARKING SPACES PARKING 10

21 21

ZONE AE (EL 16 FT) 16 (EL AE ZONE CONCRETE EOP X ZONE

CONCRETE RET. WALL SLAB=24.1 14

INV.=NO ACCESS

SMH

RIM=24.06 TH=25.3 HEIGHT=12.7'

24 TH=25.1 BUILDING YELLOW LINE

CROSSWALK SLAB=24.4 DOUBLE 13 (TYP.) LANDING & STEPS

SLAB=16.8 EOP SLAB=16.8 38.7' TH=25.1

BENCHMARK EM UP#8/6123.88 36" RCP 36"

ELEV.=23.04 (NAVD 88) MAG NAIL SET IN UP #8/84 23 10.1' JOHN M. ROUSSEAU

8.7' PARCEL ID: 53-3-6 DRILL HOLE

MAG NAIL 4 PARKING SPACES (SET) (SET) ET AL

N/F

DRILL HOLE 11

MAG NAIL RETAINING

19 (SET) (SET) STONE 20 WALL

2222

(DEED BOOK 3123 PAGE76) 3123 BOOK (DEED 18 18

RIGHT OF WAY OF RIGHT

17 17

UP#8/84

VGC CONC. SIDEWALK CONC. 13 PAVED 1"=20' SCALE IN FEET

20 DRIVEWAY

SIGN EOP

19 19 EOP

UP#80/30 20

20 LIMIT OF CLEARING 40

2121 PARCEL ID: UNKNOWN TOWN OF SCITUATE GUARDRAIL

N/F WOOD

EOP

21 UP#7/1A 80

INV.=10.24

SMH

RIM=20.60

PIPE NOT VISIBLE RIM=20.47 DMH N LOCUS MAP NOT TO SCALE Project Number: 20-571 Sheet Number: Scale: AS SHOWN Issue Date: 06/23/2020 Drawn By: CMS Designed By: CMS HINGHAM, MA 02043 4 NORTH STREET APPLICANT: ZONING CLASSIFICATION: NEIGHBORHOOD SUB DISTRICT PARCEL ID 53-10-F 48 NEW DRIFTWAY ASSESSOR'S INFORMATION: No. PLAN ENDORSEMENT DATE: PETRO REALTY CORP. DATE APPROVAL ISSUED: VILLAGE CENTER & PARCEL ID 53-3-9 52 NEW DRIFTWAY SCITUATE PLANNING BOARD Consulting Professional Engineers SEDIMENT CONTROL PLAN 1 2 3 Choubah Engineering Group, p.c. TEL:(508) 858-5040 FAX:(508) 858-5041 48 & 52 NEW DRIFTWAY & RESTAURANT/FOOD CONVENIENCE STORE PETRO REALTY CORP. PROPOSED GASOLINE 07/24/2020 11/03/2020 09/08/2020 HINGHAM, MA 02043 112 STATE ROAD (ROUTE 6), No. DARTMOUTH, MA 02747 FILLING STATION 4 NORTH STREET, Date SCITUATE, MA www.choubahgroup.com SERVICE AT EROSION 2 OF 13 Prepared For: Revisions Sheet Title: Comments Comments Addressed Peer Review Addressed Peer Review Project: Revised Plans & Checked By: HC Description 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.

DRILL HOLE (FND) PARCEL ID: 53-3-6 Consulting Professional Engineers ASSESSORS N/F PARCEL ID: 53-3-9 (#52 NEW DRIFTWAY) JOHN M. ROUSSEAU 112 STATE ROAD (ROUTE 6), & 53-10-F (#48 NEW DRIFTWAY) No. DARTMOUTH, MA 02747 EOP ET AL TEL:(508) 858-5040 FAX:(508) 858-5041 www.choubahgroup.com

#56 Project: OFFICE BUILDING BCC PROPOSED GASOLINE N LOCUS MAP FILLING STATION NOT TO SCALE CONVENIENCE STORE LIMIT OF CLEARING & RESTAURANT/FOOD

ZONE AE (EL 16 FT) SERVICE AT 48 & 52 NEW DRIFTWAY LIMIT OF CLEARING ZONE X SCITUATE, MA

Prepared For:

PETRO REALTY CORP. STONE 4 NORTH STREET, RETAINING HINGHAM, MA 02043 WALL

PAVED

DRIVEWAY

PARCEL ID: 53-3-4 APPLICANT: N/F PETRO REALTY CORP. UP#80/30 FULCRUM HARBOR LLC 4 NORTH STREET HINGHAM, MA 02043 DRILL HOLE (SET) ASSESSOR'S INFORMATION:

ONE WAY ONE WAY PARCEL ID 53-3-9 52 NEW DRIFTWAY DRILL HOLE EOP

(SET) PARCEL ID 53-10-F 48 NEW DRIFTWAY ONE WAY ONE ZONING CLASSIFICATION: VILLAGE CENTER & NEIGHBORHOOD SUB DISTRICT LOADING ZONE IRON ROD DATE APPROVAL ISSUED: (SET) ONE WAY

PLAN ENDORSEMENT DATE:

ONE WAY ONE WAY ONE

DO NOT ENTER

MAG NAIL (SET) 48-52 NEW DRIFTWAY, SCITUATE, MA SCITUATE PLANNING BOARD SEASONAL INDOOR/OUTDOOR SEATING TABLE CURB STOP (DEED BOOK 3123 PAGE76) (TYP.) SEASON INDOOR OUTDOOR TOTAL SEATS RIGHT OF WAY PARCEL ID: UNKNOWN

N/F LIMIT OF CLEARING OF LIMIT TOWN OF SCITUATE

Issue Date: 06/23/2020 Revisions No. Date Description 1 07/24/2020 Revised Plans WOOD 48 & 52 NEW DRIFTWAY, SCITUATE, MA 2 09/08/2020 Addressed Peer Review EOP GUARDRAIL CONC. ZONING ANALYSIS TABLE IRON ROD Comments BOULDER (SET) MAG NAIL VILLAGE CENTER AND NEIGHBORHOODS SUB- DISTRICT TRAFFIC LIGHT 3 11/03/2020 Addressed Peer Review (TYP.) (SET) LOT STANDARDS

SIGN

SIGN Comments ZONING CRITERIA REQUIRED EXISTING PROPOSED

CONC. SIDEWALK VGC EOP VGC Project Number: 20-571

SINGLE Scale: AS SHOWN WHITE LINE NEW DRIFTWAY Designed By: CMS

Drawn By: CMS Checked By: HC ONLY Sheet Title: DOUBLE YELLOW LINE SINGLE DESIGN STANDARDS WHITE LINE EOP ZONING CRITERIA REQUIRED EXISTING PROPOSED SITE LAYOUT & FUEL SB/DH EOP TRUCK ACCESS PLAN (FND) UP#8/84

UP#9/30 BENCHMARK UP#7/1A HH MAG NAIL SET IN UP #8/84 BENCHMARK ELEV.=23.04 (NAVD 88) MAG NAIL SET IN UP #6 1"=20' SCALE IN FEET ELEV.=26.37 (NAVD 88)

NEW DRIFTWAY 0 10 20 40 80 #53 Sheet Number: 4 OF 13 EOP

INV.=18.06 (W)

RIM=26.34 DMH 26 TRAFFIC LIGHT (TYP.)

FULCRUM HARBOR LLC

PARCEL ID: 53-3-4 CURB STOP (TYP.) BOULDER

NEW DRIFTWAY N/F 26

INV.=NO ACCESS

SMH RIM=26.48 SIGN CONC. 27

26 28 OFFICE BUILDING HH

IRON ROD #56

(SET) 26 HH 28

25 25

25 29 24 IRON ROD BENCHMARK

ELEV.=26.37 (NAVD 88) MAG NAIL SET IN UP #6 (SET) 25

VGC EOP 27

SMH

WATER RIM=25.95 26 HH

=22.95

22 22 25

ANIMAL HOSPITAL INV.=18.41 (S)

INV.=18.54 (NW) RIM=23.63 DMH INV.=19.27 (NE) 21 21 BCC

#53 20 SB/DH (FND) EOP 24

LIMIT OF CLEARING

19 UP#9/30

PARCEL ID: 53-3-9 (#52 NEW DRIFTWAY) & 53-10-F (#48 NEW DRIFTWAY)

36" RCP

18 ASSESSORS NEW

INV.=20.12

RIM=23.38

CATCH BASIN RCP

36" 12

12" RCP

24 DRIFTWAY

DRILL HOLE

19 (SET)

11 17 DRILL HOLE

(FND) 2424 15

INV.=16.19 (W)

INV.=16.59 (E) RIM=23.74 DMH

INV.=(N) NOT VISIBLE 18

LIMIT OF CLEARING OF LIMIT

22 22 16

2323

21 21

ZONE AE (EL 16 FT) 16 (EL AE ZONE

EOP X ZONE INV.=NO ACCESS 14

SMH

RIM=24.06

24 13

BENCHMARK 36" RCP 36" ELEV.=23.04 (NAVD 88) MAG NAIL SET IN UP #8/84

0 23 10 JOHN M. ROUSSEAU PARCEL ID: 53-3-6 DRILL HOLE MAG NAIL 1"=20' SCALE IN FEET (SET) (SET) 20 ET AL

N/F

DRILL HOLE 11

MAG NAIL RETAINING

19 (SET) (SET) STONE 20 WALL

2222

(DEED BOOK 3123 PAGE76) 3123 BOOK (DEED 18 18

RIGHT OF WAY OF RIGHT

17 17

40 21

UP#8/84

12 12

VGC CONC. SIDEWALK CONC. 13 PAVED DRIVEWAY

SIGN EOP

19 19 EOP

UP#80/30 20

20 LIMIT OF CLEARING

21 80 21 PARCEL ID: UNKNOWN TOWN OF SCITUATE GUARDRAIL

N/F WOOD

EOP

21 UP#7/1A

INV.=10.24

SMH

RIM=20.60

PIPE NOT VISIBLE RIM=20.47 DMH N LOCUS MAP NOT TO SCALE Project Number: 20-571 Sheet Number: Scale: AS SHOWN Issue Date: 06/23/2020 Drawn By: CMS Designed By: CMS HINGHAM, MA 02043 4 NORTH STREET APPLICANT: ZONING CLASSIFICATION: NEIGHBORHOOD SUB DISTRICT PARCEL ID 53-10-F 48 NEW DRIFTWAY ASSESSOR'S INFORMATION: No. PLAN ENDORSEMENT DATE: PETRO REALTY CORP. DATE APPROVAL ISSUED: VILLAGE CENTER & PARCEL ID 53-3-9 52 NEW DRIFTWAY SCITUATE PLANNING BOARD Consulting Professional Engineers 2 3 1 Choubah Engineering Group, p.c. GRADING & DRAINAGE TEL:(508) 858-5040 FAX:(508) 858-5041 48 & 52 NEW DRIFTWAY & RESTAURANT/FOOD CONVENIENCE STORE PETRO REALTY CORP. PROPOSED GASOLINE 11/03/2020 09/08/2020 07/24/2020 HINGHAM, MA 02043 112 STATE ROAD (ROUTE 6), No. DARTMOUTH, MA 02747 FILLING STATION 4 NORTH STREET, Date SCITUATE, MA www.choubahgroup.com SERVICE AT Prepared For: Revisions Sheet Title: 5 OF 13 Comments Comments Addressed Peer Review Addressed Peer Review PLAN Project: Revised Plans Checked By: HC Description EOP

INV.=18.06 (W)

RIM=26.34 DMH 26 TRAFFIC LIGHT (TYP.)

FULCRUM HARBOR LLC

PARCEL ID: 53-3-4 CURB STOP (TYP.) BOULDER

NEW DRIFTWAY N/F 26

INV.=NO ACCESS

SMH RIM=26.48 SIGN CONC. 27

26 28 OFFICE BUILDING HH

IRON ROD #56

(SET) 26 HH 28

25 25

25 29 24 IRON ROD BENCHMARK

ELEV.=26.37 (NAVD 88) MAG NAIL SET IN UP #6 (SET) 25

VGC EOP 27

SMH

WATER RIM=25.95 26 HH

=22.95

22 22 25

ANIMAL HOSPITAL INV.=18.41 (S)

INV.=18.54 (NW) RIM=23.63 DMH INV.=19.27 (NE) 21 21 BCC

#53 20 SB/DH (FND) EOP

19 UP#9/30 PARCEL ID: 53-3-9 (#52 NEW DRIFTWAY) & 53-10-F (#48 NEW DRIFTWAY)

36" RCP

18 ASSESSORS NEW

INV.=20.12

RIM=23.38

CATCH BASIN RCP 36"

12" RCP

24 DRIFTWAY

DRILL HOLE

19 (SET)

11 17 DRILL HOLE

(FND) 2424 15

INV.=16.19 (W)

INV.=16.59 (E) RIM=23.74 DMH INV.=(N) NOT VISIBLE

22 22 16

2323

21 21

ZONE AE (EL 16 FT) 16 (EL AE ZONE

EOP X ZONE INV.=NO ACCESS 14

SMH

RIM=24.06

24 13

BENCHMARK 36" RCP 36" ELEV.=23.04 (NAVD 88) MAG NAIL SET IN UP #8/84 23 JOHN M. ROUSSEAU PARCEL ID: 53-3-6 DRILL HOLE MAG NAIL (SET) (SET) ET AL

N/F

DRILL HOLE 11

MAG NAIL

RETAINING

19 (SET) (SET) STONE 20 WALL

2222

(DEED BOOK 3123 PAGE76) 3123 BOOK (DEED 18 18

RIGHT OF WAY OF RIGHT

17 17 21 1"=20' SCALE IN FEET

UP#8/84

VGC CONC. SIDEWALK CONC. 13 PAVED DRIVEWAY

SIGN EOP

19 19

40 EOP

UP#80/30 20

20 LIMIT OF CLEARING

2121 PARCEL ID: UNKNOWN TOWN OF SCITUATE GUARDRAIL N/F WOOD

EOP

21 UP#7/1A

INV.=10.24

SMH

RIM=20.60

PIPE NOT VISIBLE RIM=20.47 DMH N LOCUS MAP NOT TO SCALE Project Number: 20-571 Sheet Number: Scale: AS SHOWN Issue Date: 06/23/2020 Drawn By: CMS Designed By: CMS HINGHAM, MA 02043 4 NORTH STREET APPLICANT: ZONING CLASSIFICATION: NEIGHBORHOOD SUB DISTRICT PARCEL ID 53-10-F 48 NEW DRIFTWAY ASSESSOR'S INFORMATION: No. PLAN ENDORSEMENT DATE: PETRO REALTY CORP. DATE APPROVAL ISSUED: VILLAGE CENTER & PARCEL ID 53-3-9 52 NEW DRIFTWAY SCITUATE PLANNING BOARD Consulting Professional Engineers 2 3 1 Choubah Engineering Group, p.c. TEL:(508) 858-5040 FAX:(508) 858-5041 48 & 52 NEW DRIFTWAY & RESTAURANT/FOOD CONVENIENCE STORE PETRO REALTY CORP. PROPOSED GASOLINE 11/03/2020 09/08/2020 07/24/2020 HINGHAM, MA 02043 112 STATE ROAD (ROUTE 6), No. DARTMOUTH, MA 02747 FILLING STATION 4 NORTH STREET, Date UTILITY PLAN SCITUATE, MA www.choubahgroup.com SERVICE AT Prepared For: Revisions 6 OF 13 Sheet Title: Comments Comments Addressed Peer Review Addressed Peer Review Revised Plans Project: Checked By: HC Description Choubah Engineering Group, p.c.

Consulting Professional Engineers

112 STATE ROAD (ROUTE 6), No. DARTMOUTH, MA 02747

TEL:(508) 858-5040 FAX:(508) 858-5041 www.choubahgroup.com

Project:

PROPOSED GASOLINE FILLING STATION CONVENIENCE STORE & RESTAURANT/FOOD SERVICE AT 48 & 52 NEW DRIFTWAY SCITUATE, MA

Prepared For:

PETRO REALTY CORP. 4 NORTH STREET, HINGHAM, MA 02043

APPLICANT: PETRO REALTY CORP. 4 NORTH STREET HINGHAM, MA 02043 ASSESSOR'S INFORMATION: PARCEL ID 53-3-9 52 NEW DRIFTWAY PARCEL ID 53-10-F 48 NEW DRIFTWAY ZONING CLASSIFICATION: VILLAGE CENTER & NEIGHBORHOOD SUB DISTRICT DATE APPROVAL ISSUED: PLAN ENDORSEMENT DATE:

SCITUATE PLANNING BOARD

Issue Date: 06/23/2020 Revisions No. Date Description 1 07/24/2020 Revised Plans 2 09/08/2020 Addressed Peer Review Comments N E W D R I F T W A Y 3 11/03/2020 Addressed Peer Review Comments

Project Number: 20-571

Scale: AS SHOWN Designed By: CMS Drawn By: CMS Checked By: HC Sheet Title:

LIGHTING PLAN

1"=20' SCALE IN FEET

0 10 20 40 80

Sheet Number: 7 OF 13 Choubah Engineering Group, p.c.

Consulting Professional Engineers

112 STATE ROAD (ROUTE 6), No. DARTMOUTH, MA 02747

TEL:(508) 858-5040 FAX:(508) 858-5041 www.choubahgroup.com

Project:

PROPOSED GASOLINE FILLING STATION CONVENIENCE STORE & RESTAURANT/FOOD SERVICE AT 48 & 52 NEW DRIFTWAY SCITUATE, MA

Prepared For:

PETRO REALTY CORP. 4 NORTH STREET, HINGHAM, MA 02043

SCITUATE PLANNING BOARD

Issue Date: 06/23/2020 Revisions 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

Project Number: 20-571

Scale: AS SHOWN Designed By: CMS Drawn By: CMS Checked By: HC Sheet Title:

UNDERGROUND FUEL STORAGE TANKS DETAILS

Sheet Number: 8 OF 13 Choubah Engineering Group, p.c.

Consulting Professional Engineers

112 STATE ROAD (ROUTE 6), No. DARTMOUTH, MA 02747

TENANT TEL:(508) 858-5040 FAX:(508) 858-5041 LOGO www.choubahgroup.com Project: CO-BRANDCO-BRANDCO-BRAND PROPOSED GASOLINE LOGO LOGO LOGO FILLING STATION 0 0 CONVENIENCE STORE Reg. 0.0000 0.0000 Diesel & RESTAURANT/FOOD ONE WAY SERVICE AT 48 & 52 NEW DRIFTWAY SCITUATE, MA

Prepared For: 12"

RESERVED PETRO REALTY CORP. PARKING 4 NORTH STREET,

18" HINGHAM, MA 02043

VAN APPLICANT: ACCESSIBLE 6" PETRO REALTY CORP. 12" 4 NORTH STREET NOTES: HINGHAM, MA 02043

1. REFLECTIVE WHITE BACKGROUND ASSESSOR'S INFORMATION: GREEN LETTERING AND SYMBOL PARCEL ID 53-3-9 52 NEW DRIFTWAY LETTERING MINIMUM 1" HEIGHT PARCEL ID 53-10-F 48 NEW DRIFTWAY 2. SIGN TO BE MOUNTED ON 2" METAL POST CENTERED ON 6" CONCRETE BOLLARD. USE CAULKING @ THE CONNECTION POINT ZONING CLASSIFICATION: 3. ONE SIGN PER ACCESSIBLE SPACE. VILLAGE CENTER & NEIGHBORHOOD SUB DISTRICT DATE APPROVAL ISSUED: 48" 7'-0" ABOVE GROUND PLAN ENDORSEMENT DATE:

(SEE BOLLARD DETAIL)

NOTE: CONTRACTOR SHALL COORDINATE BIKE RACK INSTALLATION WITH OWNER. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

SCITUATE PLANNING BOARD

Issue Date: 06/23/2020 Revisions 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

Project Number: 20-571

Scale: AS SHOWN Designed By: CMS Drawn By: CMS Checked By: HC Sheet Title:

SITE DETAILS #1

Sheet Number: 9 OF 13 4" 1 2" 1 Choubah Engineering Group, p.c. 1 2" 1

Consulting Professional Engineers

112 STATE ROAD (ROUTE 6), No. DARTMOUTH, MA 02747 4"

1 TEL:(508) 858-5040 FAX:(508) 858-5041 2" 1 www.choubahgroup.com 1 2" 1 Project:

PROPOSED GASOLINE 2% FILLING STATION CONVENIENCE STORE & RESTAURANT/FOOD SERVICE AT 48 & 52 NEW DRIFTWAY SCITUATE, MA

Prepared For:

PETRO REALTY CORP. 4 NORTH STREET, HINGHAM, MA 02043

SCITUATE PLANNING BOARD

Issue Date: 06/23/2020 Revisions 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

Project Number: 20-571

Scale: AS SHOWN Designed By: CMS Drawn By: CMS Checked By: HC Sheet Title:

SITE DETAILS #2

Sheet Number: 10 OF 13 Choubah Engineering Group, p.c.

Consulting Professional Engineers ANCHOR W/ BOLT (SEE DETAIL A) 112 STATE ROAD (ROUTE 6), No. DARTMOUTH, MA 02747

TEL:(508) 858-5040 FAX:(508) 858-5041 www.choubahgroup.com

Project:

1/2 D PROPOSED GASOLINE FILLING STATION

GASKET COMPRESSED CONVENIENCE STORE BETWEEN HOOD AND & RESTAURANT/FOOD STRUCTURE (SEE DETAIL B) SERVICE AT 48 & 52 NEW DRIFTWAY SCITUATE, MA

DETAIL A Prepared For: PETRO REALTY CORP. 4 NORTH STREET, HINGHAM, MA 02043

APPLICANT: PETRO REALTY CORP. 4 NORTH STREET HINGHAM, MA 02043 DETAIL B ASSESSOR'S INFORMATION: INSTALLATION NOTE: PARCEL ID 53-3-9 52 NEW DRIFTWAY PARCEL ID 53-10-F 48 NEW DRIFTWAY ZONING CLASSIFICATION: VILLAGE CENTER & MOUNTING NEIGHBORHOOD SUB DISTRICT FLANGE DATE APPROVAL ISSUED: PLAN ENDORSEMENT DATE:

SCITUATE PLANNING BOARD

1 - 8" - 30" SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 8" & 10" SOLID COVERS FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" - 36"). 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 6 - 12" - 30" SOLID COVERS SHALL MEET H-20 LOAD RATING. 7 - 8" & 10" SOLID COVERS ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY; Issue Date: 06/23/2020 NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING. Revisions No. Date Description 1 07/24/2020 Revised Plans 2 09/08/2020 Addressed Peer Review Comments (1, 2) INTEGRATED DUCTILE IRON FRAME & COVER TO MATCH BASIN O.D. 3 11/03/2020 Addressed Peer Review 18" MIN WIDTH GUIDELINE Comments

Project Number: 20-571 8" MIN THICKNESS GUIDELINE

MINIMUM PIPE BURIAL DEPTH PER PIPE Scale: AS SHOWN (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION (6, 7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR Designed By: CMS (MIN. MANUFACTURING PLANS/TAKE OFF) (5) ADAPTER GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE REQ. SAME AS MIN. SUMP) ANGLES DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, Drawn By: CMS Checked By: HC VARIABLE 0° - 360° TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. ACCORDING TO SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. PLANS Sheet Title:

SITE DETAILS #3

(3) VARIABLE SUMP DEPTH (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS 4" MIN ON 8" - 24" ACCORDING TO PLANS AVAILABLE: 4" - 36" FOR CORRUGATED HDPE 6" MIN ON 30" & 36" (6" MIN. ON 8" - 24", 10" MIN. ON 30" (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR & 12" MIN. ON 36" SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), BASED ON MANUFACTURING REQ.) PVC DWV (EX: SCH 40), PVC C900/C905, THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER CORRUGATED & RIBBED PVC GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, WATERTIGHT JOINT CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. (CORRUGATED HDPE SHOWN) BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 8" - 36"

Sheet Number: 11 OF 13 Choubah Engineering Group, p.c.

Consulting Professional Engineers

112 STATE ROAD (ROUTE 6), No. DARTMOUTH, MA 02747

TEL:(508) 858-5040 FAX:(508) 858-5041 www.choubahgroup.com

Project:

PROPOSED GASOLINE FILLING STATION CONVENIENCE STORE ¾ & RESTAURANT/FOOD SERVICE AT 48 & 52 NEW DRIFTWAY ¾ SCITUATE, MA

Prepared For:

PETRO REALTY CORP. 4 NORTH STREET, HINGHAM, MA 02043

SCITUATE PLANNING BOARD

Issue Date: 06/23/2020 Revisions 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

Project Number: 20-571

Scale: AS SHOWN Designed By: CMS Drawn By: CMS Checked By: HC Sheet Title:

SITE DETAILS #4

Sheet Number: 12 OF 13 100' PROPOSED OVERHEAD CANOPY 97'-9" PROPOSED POSITIVE LIMITING BARRIER Choubah Engineering Group, p.c.

6" STEEL SAFETY Consulting Professional Engineers 6" STEEL SAFETY 6" STEEL SAFETY 6" STEEL SAFETY BOLLARD ONE BOLLARD ONE BOLLARD ONE BOLLARD ONE EACH SIDE EACH SIDE EACH SIDE 112 STATE ROAD (ROUTE 6), EACH SIDE (SEE DETAILS) 8' (SEE DETAILS) (SEE DETAILS) No. DARTMOUTH, MA 02747 12'-6" 25' (SEE DETAILS) 25' 25' 11'-3" TEL:(508) 858-5040 FAX:(508) 858-5041 12' www.choubahgroup.com MULTI-PRODUCT MULTI-PRODUCT MULTI-PRODUCT MULTI-PRODUCT FUEL DISPENSER FUEL DISPENSER FUEL DISPENSER FUEL DISPENSER (3+1 WITH DEISEL) (3+1 WITH DEISEL) Project:

PROPOSED GASOLINE 8' 24' MPD MPD MPD MPD FILLING STATION CONVENIENCE STORE & RESTAURANT/ PVC WRAPPED PVC WRAPPED PVC WRAPPED PVC WRAPPED FOOD SERVICE AT & OVERHEAD CANOPY CANOPY CANOPY CANOPY CANOPY 48 & 52 NEW DRIFTWAY COLUMN WITH COLUMN WITH 12' COLUMN WITH COLUMN WITH CULTURED STONE CULTURED STONE CULTURED STONE CULTURED STONE SCITUATE, MA

8' VENEER BASE VENEER BASE VENEER BASE VENEER BASE (ONE EACH SIDE (ONE EACH SIDE (ONE EACH SIDE (ONE EACH SIDE PROPOSED POSITIVE LIMITING BARRIER PROPOSED POSITIVE LIMITING MATCH BUILDING) MATCH BUILDING) MATCH BUILDING) MATCH BUILDING) Prepared For:

PETRO REALTY CORP. PROPOSED POSITIVE 4 NORTH STREET, PROPOSED 24'x100' OVERHEAD LIMITING BARRIER HINGHAM, MA 02043 CANOPY WITH HIPPED ROOF OVER PER 310 CMR 80.00 NEW PUMPS & ISLANDS (TYP) CANOPY PLAN VIEW APPLICANT: PROPOSED 24'x100' OVERHEAD SCALE: 3/16"=1'-0" PETRO REALTY CORP. CANOPY WITH HIPPED ROOF OVER FIRE SUPPRESSION 4 NORTH STREET OXFORD-GRAY ARCHITECTURAL PROPOSED PUMPS & ISLANDS (TYP) HINGHAM, MA 02043 ASPHALT SHINGLES (TYPICAL) SYSTEM (BY OTHERS) ASSESSOR'S INFORMATION: PARCEL ID 53-3-9 52 NEW DRIFTWAY PARCEL ID 53-10-F 48 NEW DRIFTWAY ZONING CLASSIFICATION: 4' CANOPY LIGHTING FIXTURES RECESSED 6" FROM BOTTOM OF CANOPY VILLAGE CENTER & NEIGHBORHOOD SUB DISTRICT

1'-6" DATE APPROVAL ISSUED:

12'-6" 25' 25' 25' 12'-6" PLAN ENDORSEMENT DATE: 100' PVC WRAPPED CANOPY PVC WRAPPED CANOPY PVC WRAPPED PVC WRAPPED CANOPY 20' MULTI-PRODUCT COLUMN WITH COLUMN WITH CANOPY MULTI-PRODUCT COLUMN WITH FUEL DISPENSER CULTURED STONE MULTI-PRODUCT CULTURED STONE MULTI-PRODUCT COLUMN WITH FUEL DISPENSER CULTURED STONE (3+1 WITH DEISEL) VENEER BASE FUEL DISPENSER VENEER BASE FUEL DISPENSER CULTURED STONE (3+1 WITH DEISEL) VENEER BASE (ONE EACH SIDE) (ONE EACH SIDE) VENEER BASE (ONE EACH SIDE) 14'-6" PROPOSED CULTURED PROPOSED CULTURED PROPOSED CULTURED PROPOSED CULTURED STONE BASE WITH STONE BASE WITH STONE BASE WITH (ONE EACH SIDE) STONE BASE WITH BLUESTONE CAP BLUESTONE CAP BLUESTONE CAP BLUESTONE CAP CLEARANCE (MATCH BUILDING) (MATCH BUILDING) (MATCH BUILDING) (MATCH BUILDING) PROPOSED 3' X 5' PROPOSED 3' X 5' PROPOSED 3' X 5' PROPOSED 3' X 5' SCITUATE PLANNING BOARD CONCRETE CONCRETE CONCRETE CONCRETE ISLAND (TYPICAL) ISLAND (TYPICAL) ISLAND (TYPICAL) ISLAND (TYPICAL) THOFMA AL SS E AC W H N U O HALIM A. S M E

T M CHOUBAH

O S

C CIVIL No.38736 6" STEEL SAFETY 6" STEEL SAFETY 6" STEEL SAFETY 6" STEEL SAFETY P R R R PROPOSED CANOPY PROPOSED CANOPY PROPOSED CANOPY PROPOSED CANOPY O EG ED E BOLLARD ONE BOLLARD ONE BOLLARD ONE BOLLARD ONE F IS ER E E T IN FOOTING (TYPICAL) FOOTING (TYPICAL) FOOTING (TYPICAL) FOOTING (TYPICAL) SS G EACH SIDE EACH SIDE EACH SIDE EACH SIDE IONAL EN (SEE DETAILS) (SEE DETAILS) (SEE DETAILS) (SEE DETAILS)

CANOPY ELEVATION (FRONT VIEW) Issue Date: 06/23/2020 SCALE: 3/16"=1'-0" Revisions PROPOSED 24'x100' OVERHEAD No. Date Description CANOPY WITH HIPPED ROOF OVER FIRE SUPPRESSION PROPOSED PUMPS & ISLANDS (TYP) SYSTEM (BY OTHERS) 1 07/24/2020 Revised Plans 2 09/08/2020 Addressed Peer Review Comments

4' CANOPY LIGHTING FIXTURES 4'-0" 3 11/03/2020 Addressed Peer Review RECESSED 6" FROM BOTTOM OF CANOPY Comments 3" PAVEMENT PEASTONE 1'-6" 6" ~ DIA. SCH. 80 PIPE 12" GRAVEL SUBBASE Project Number: 20-571 8' 8' 8' 24' Scale: AS SHOWN PVC WRAPPED CANOPY MULTI-PRODUCT 3'-0' 20' COLUMN WITH Designed By: CMS FUEL DISPENSER 6" CONCRETE PAD (3+1 WITH DEISEL) CULTURED STONE VENEER BASE Drawn By: CMS Checked By: HC PROPOSED CULTURED

14'-6" (ONE EACH SIDE) Sheet Title: STONE BASE WITH BLUESTONE CAP CANOPY LAYOUT CLEARANCE (MATCH BUILDING) 3" FIBERGLASS ELEVATIONS & DETAILS PROPOSED 3' X 5' VENT LINE CONCRETE 2" FLEXIBLE PRODUCT

ISLAND (TYPICAL) 2'-6" LINE INSIDE 3" FLEXIBLE 12" CONCRETE ALL CONTAINMENT LINE AROUND (TYPICAL)

6" STEEL SAFETY TYPE "U" BUMPER DETAIL TYPICAL TRENCH DETAIL BOLLARD ONE NOT TO SCALE NOT TO SCALE EACH SIDE PROPOSED CANOPY (SEE DETAILS) FOOTING (TYPICAL) CANOPY ELEVATION (SIDE VIEW) SCALE: 3/16"=1'-0" Sheet Number: 13 OF 13