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SPM

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SUBJECT

LOT

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SFC ENGINEERING PARTNERSHIP INC. 2017

DIG SAFE 1-888-344-7233

Site Development Plans for

Salem, NHJune 9, 2017 NOTE

THIS PLAN WAS PREPARED FROM THE PLANS OF REFERENCE AND THE ASSESSORS MAPS

OF THE TOWN OF SALEM.

LANDSCAPE PLAN

8

LD 1

LT 1

6 GRADING AND UTLITY PLAN

7

3 EXISTING CONDITIONS PLAN

SITE DEVELOPMENT PLAN

4

2 OVERVIEW PLAN

DATE

REVISION

NUMBER

SHEET

NUMBER

DESCRIPTION

TITLE SHEET1 7/21/20172

SHEET INDEX

.

2

2

2

1

.

.

5 2

CONSTRUCTION DETAILS

LIGHTING PLAN

Drawing: 556002 Site Development

Layout: Title - 1

TP

PROPOSEDEXISTING

EDGE OF PAVEMENT

BERM OR CURB

IRON PIPE

EASEMENT LINE

BUILDING SETBACK LINE

ZONING BOUNDARY

SALEM PROPERTY MAP

CONTOURS

SPOT ELEVATIONS

SOILS BOUNDARY

WETLAND BOUNDARY

WETLAND BOUNDARY FLAG

WETLANDS

STOCKADE FENCE

CHAIN LINK FENCE

SILTATION SOCK

STORM SEWER

SANITARY SEWER

FORCE MAIN

WATER LINE

CATCH BASIN

RIPRAP

DRAIN MANHOLE

SEWER MANHOLE

WATER GATE

FIRE HYDRANT

WATER SHUT OFF

GAS VALVE

GAS METER

UTILITY POLE

GUY WIRE

LIGHT POLE

ELECTRIC METER

TEST PIT

DRAINAGE FLOW ARROWS

TRAFFIC FLOW ARROWS

LEGEND

SPM

282

TREE LINE

DECIDUOUS TREE

DECIDUOUS SHRUB

PROPERTY LINE

FLOOD LIGHT

GAS LINE

OVERHEAD UTILITIES

238BHHISS SOIL IDENTIFICATION SYMBOL

PIPE FLOW ARROWS

SIGN

2%

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SITE

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Scale: 1" = 200'±Sheet 1 of 9 Date: 6/9/2017

Title Sheet

Cheers Casino and Poker Room286 North Broadway

Salem, NHAssessors Map 64 Lot 6756

Prepared for:

Cheers Charity Poker Room, LLC

6 Verona Street

Salem, MA 01907

Salem Planning Board

Approval

Zoning Classification: Commercial-Industrial B

SFC

ENGINEERING

LOCATION PLAN

PREPARED FROM:

"UNIVERSAL ATLAS OF SOUTHERN NEW HAMPSHIRE"

SCALE: 1"= 1 / 2 MILE (2,640 FEET)

ACCESSIBLE PARKING

6/9/2017

7/21/2017

6/9/2017

6/9/2017

CONSTRUCTION DETAILS

SITE PREPARATION & DEMOLITION PLAN

AR01-101 .WEST & EAST ELEVATION 6/9/2017

.NORTH & SOUTH ELEVATION 6/9/2017AR01-102

9 2 7/21/2017CONSTRUCTION DETAILS

7/13/2017

7/21/2017

7/21/2017

7/21/2017

LAST REVISED ON:

THIS PLAN SET

07/21/2017

Revision Block Change

1 07/13/2017

Revision Block Change

2 07/21/2017

6/9/20171

NO PARKING

SPM

64-6756

D

Drawn by: JRB

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No.

Checked by: GRF

Date

C

SFC ENGINEERING PARTNERSHIP INC. 2017

Drawing: 556002 Site Development

Layout: Overview - 2

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Scale: 1" = 50'Sheet 2 of 9 Date: 6/9/2017

Zoning Classification: Commercial-Industrial B

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Site Overview Plan

Cheers Casino and Poker Room286 North Broadway

Salem, NHAssessors Map 64 Lot 6756

SFC

ENGINEERING

Prepared for:

Cheers Charity Poker Room, LLC

6 Verona Street

Salem, MA 01907

Salem Planning Board

Approval

SPM

64-6756

1.83Ac±

F F

TP

TP

TP

TP

TP

766BH

766BH

766BH

766BH

766BH

221B

H

221CH

DRAINAGE SCHEDULE

Drawn by: JRB

Revision

Designed by: JRB

No.

Checked by: GRF

Date

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SFC ENGINEERING PARTNERSHIP INC. 2017

PLANS OF REFERENCE

1. "SANITARY SEWER FORCE MAIN PLAN & PROFILE" OF SALEM PROPERTY MAP 64 - LOT 6756, 286 NORTH

BROADWAY SALEM NH, 03079, PREPARED FOR: 286 NORTH BROADWAY II, LLC., PREPARED BY: SFC ENINEERING,

DATED JULY 10, 2013, LAST REVISED AUGUST 13, 2013.

2. "PRELIMINARY PLANS OF PROPOSED SALEM-WINDHAM BICYCLE - PEDESTRIAN TRAIL" FROM OLD ROCKINGHAM

ROAD TO WINDHAM RAIL TRAIL. PREPARED FOR: THE TOWN OF SALEM NH, 03079, PREPARED BY: VHB VANASSE

HANGEN BRUSTLIN, INC. DATED: JULY 14, 2015.

NOTES

1. THE PURPOSE OF THIS PLAN IS TO DEPICT THE EXISTING CONDITIONS OF SALEM PROPERTY MAP 63 LOT 6756

CONSISTING OF 1.83 Ac.

2. THE OWNER OF RECORD: CMAB ASSOCIATES II LLC.

DEED REFERENCE BOOK 3106 PAGE 2451, ROCKINGHAM COUNTY REGISTRY OF DEEDS

3. GOVE ENVIRONMENTAL SERVICES INC., PERFORMED THE WETLAND MAPPING ON JANUARY 27, 2017 ACCORDING

TO CURRENT METHODOLOGY REQUIRED BY NHDES WETLANDS BUREAU RULES, AS OF 2007, AND THE

TECHNICAL CRITERIA OF THE CORPS OF ENGINEERS WETLAND DELINEATION MANUAL (TECHNICAL REPORT

Y-87-1, JANUARY 1987).

4. GOVE ENVIRONMENTAL SERVICES, INC. MAPPED HIGH INTENSITY SOILS IN JUNE 2017.

5. SEE SOIL TEST PIT DESCRIPTION IN PROJECT STORM WATER MANAGEMENT REPORT.

6. THIS PLAN SHOWS CONDITIONS AS DEFINED BY INSTRUMENT FIELD SURVEY BY PROMISED LAND SURVEY ON

JANUARY 30, 2017. THIS PLAN DOES NOT REPRESENT A BOUNDARY SURVEY BY PROMISED LAND SURVEY.

7. EXISTING LOT AREA: 1.83 Ac.± (80,090 SQ.FT.)

8. ZONING DISTRICT: COMMERCIAL / INDUSTRIAL B

MAXIMUM LOT COVERAGE: 70%

FRONT SETBACK: 30'

SIDE SETBACK: 20'

REAR SETBACK: 20'

WETLAND SETBACK: 40'

9. EXISTING PAVEMENT AREA: 60,080 SF

10. EXISTING IMPERVIOUS AREA: 72,718 SF; 91% LOT COVERAGE

11. NO PORTION OF THIS PARCEL IS LOCATED WITHIN A FLOOD HAZARD AREA AS INTERPRETED FROM THE FLOOD

INSURANCE RATE MAP FOR THE TOWN OF SALEM, COMMUNITY-PANEL NUMBER 33015C 0561 E. EFFECTIVE

DATE: MAY 17, 2005 PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY.

12. BENCHMARK: LEICA SURVEY GRADE GPS

VERTICAL DATUM: NGVD 29

HORIZONTAL DATUM: NAD 83

13. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR TO CONTACT DIGSAFE 72 HOURS

PRIOR TO CONSTRUCTION.

HIGH INTENSITY SOIL MAP SYMBOL KEY

NOT TO SCALE

HIGH INTENSITY MAP SYMBOL -

1- EXCESSIVELY DRAINED

2- WELL DRAINED

3- MODERATELY WELL DRAINED

4- SOMEWHAT POORLY DRAINED

5- POORLY DRAINED

6- VERY POORLY DRAINED

7- NOT DETERMINED

1- GLACIOFLUVIAL

2- GLACIAL TILL MATERIAL MARINE

OR GLACIOLACUSTRINE

3- VERY FINE SAND AND SILT

MARINE OR GLACIOLACUSTRINE

4- LOAMY/SANDY OVER SILT/CLAY

5- SILT OR CLAY

6- EXCAVATED, REGRADED, OR

FILLED

7- ALLUVIAL DEPOSITES

8- ORGANIC MATERIALS

FRESH WATER

9- ORGANIC MATERIALS

TIDAL MARSH

HIGH INTENSITY MAP SYMBOL 523BH INDICATES

A POORLY DRAINED GLACIAL TILL SOIL WITH A

RESTRICTIVE FEATURE, ON A SLOPE OF 0 TO 8%.

H- INDICATES HIGH INTENSITY

SOIL MAP

P- INDICATES PRELIMINARY MAP

B- 0% TO 8%

C- 8% TO 15%

D- 15% TO 25%

E- MORE THAN 25%

1- NONE

2- BOULDERY, WITH MORE

THAN 15% OF SURFACE

COVERED

3- MINERAL RESTRICTIVE

LAYER(S) ARE PRESENT AT

LESS THAN 40 IN. DEPTH

4- BEDROCK 0 IN. TO 20 IN.

DEPTH

5- SUBJECT TO FLOODING

6- DOES NOT MEET FILL

STANDARDS

7- BEDROCK 20 IN. TO 40 IN.

8- BEDROCK COMPLEX

SOURCE: USDA SOIL CONSERVATION SERVICE

DRAINAGE CLASS

PARENT MATERIAL

RESTRICTIVE FEATURE

SLOPE CLASS

IDENTIFIER

523BH

Drawing: 556002 Site Development

Layout: Existing - 3

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Scale: 1" = 30'Sheet 3 of 9 Date: 6/9/2017

Existing Conditions Plan

Cheers Casino and Poker Room286 North Broadway

Salem, NHAssessors Map 64 Lot 6756

Zoning Classification: Commercial-Industrial B

SFC

ENGINEERING

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Prepared for:

Cheers Charity Poker Room, LLC

6 Verona Street

Salem, MA 01907

Salem Planning Board

Approval

F F

REMOVE

CURB

TO BE REMOVED

CHAIN LINK

FENCE

TO REMAIN

REMOVE

VEGETATION

TO BE REMOVED

REMOVE

CHAIN LINK

FENCE

REMOVE

CHAIN LINK

FENCE

REMOVE

CONCRETE

REMOVE

CONCRETE

REMOVE

OVERHANG

REMOVE

BOLLARDS

REMOVE

BOLLARDS

REMOVE

CONCRETE

REMOVE

PAVEMENT

ALL PAVEMENT

TO BE RECLAIMED

IN PLACE

PAVEMENT

SAWCUT

APPROX.

LEACH FIELD

LOCATION

REMOVE FENCE

FROM BUILDING

TO THIS POINT

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

ROADWAY

REPAIR LIMITS

INSTALL

SILT SACK

PER DETAIL

(TYP.)

INSTALL

SILT SOCK

PER DETAIL

(TYP.)

Drawn by: JRB

Revision

Designed by: JRB

No.

Checked by: GRF

Date

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SFC ENGINEERING PARTNERSHIP INC. 2017

NOTES

1. THE PURPOSE OF THIS PLAN IS TO DEPICT THE ACTIVITIES AND FEATURES OF SITE PREPARATION, DEMOLITION

AND EROSION CONTROL MEASURES ON SALEM PROPERTY MAP 63 LOT 6756 CONSISTING OF 1.83 Ac.

2. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR TO CONTACT DIGSAFE 72 HOURS

PRIOR TO CONSTRUCTION.

3. SEPTIC TANKS AND LEACH FIELD TO BE ASSESSED AT TIME OF CONSTRUCTION AND DETERMINED WHETHER TO

BE REMOVED OR FILLED AND LEFT IN PLACE.

3. REMOVE TREES AND VEGETATION IN HATCHED AREAS.

4. REMOVE 70 LF CHAIN LINK FENCE ON SOUTH SIDE OF BUILDING AND 135 LF CHAIN LINK FENCE ON NORTH SIDE

AS NOTED.

5. INSTALL EROSION CONTROL AS SHOWN.

6. REMOVE PAVEMENT IN HATCHED AREA, RECLAIM ALL OTHER PAVEMENT IN PLACE AND REGRADE AS SHOWN.

7. CONTRACTOR TO EXPOSE EXISTING STORM SEWER SYSTEM AT THE WEST SIDE OF PROPERTY CATCH BASIN 6 &

7. DESIGN ENGINEER TO EVALUATE OPTIONS FOR STORM WATER ROUTING WITH TOWN.

8. EXISTING WATER SERVICE TO BE CUT AND CAPPED AT MAIN

9. PROPOSED UTILITY WORK WITHIN RIGHT OF WAY SHALL REQUIRE A NHDOT PERMIT

CONSTRUCTION GENERAL PERMIT

1. THE OWNER, IN CONJUNCTION WITH THE CONTRACTOR (OPERATORS), NEEDS TO COMPLY WITH A

CONSTRUCTION GENERAL PERMIT (CGP) FOR LARGE CONSTRUCTION ACTIVITIES (FIVE OR MORE ACRES) OR

SMALL CONSTRUCTION ACTIVITIES (GREATER THAN ONE ACRE BUT LESS THAN FIVE ACRES) FROM THE

ENVIRONMENTAL PROTECTION AGENCY (EPA). AS PART OF THE CGP, A STORM WATER NOTICE OF INTENT (NOI)

WILL NEED TO BE SUBMITTED TO THE EPA AT LEAST 7 DAYS PRIOR TO COMMENCING CONSTRUCTION. THE NOI

WILL NEED TO BE SUBMITTED TO STORM WATER NOTICE OF INTENT (4203M), USEPA, 1200 PENNSYLVANIA AVE.

NW, WASHINGTON, DC 20460.

2. THE CGP OUTLINES A SET OF PROVISIONS MANDATING THE OWNER AND CONTRACTOR TO COMPLY WITH THE

REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) STORM WATER

REGULATIONS, INCLUDING, BUT NOT LIMITED TO, STORM WATER POLLUTION PREVENTION PLANS (SWPPP'S),

IMPLEMENTATION OF EROSION AND SEDIMENTATION CONTROLS, EQUIPMENT MAINTENANCE GUIDELINES, ETC.

PLEASE CONTACT USEPA OFFICE OF WASTEWATER MANAGEMENT AT 202-564-9545 OR AT

WWW.EPA.GOV/NPDES/STORMWATER FOR ADDITIONAL INFORMATION. IN ADDITION, ONE CAN CONTACT ABBY

SWAINE OF NEW ENGLAND'S EPA REGION 1 AT 617-918-1841.

Drawing: 556002 Site Development

Layout: Demo - 4

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Scale: 1" = 30'Sheet 4 of 9 Date: 6/9/2017

Site Preparation & Demolition Plan

Cheers Casino and Poker Room286 North Broadway

Salem, NHAssessors Map 64 Lot 6756

Zoning Classification: Commercial-Industrial B

SFC

ENGINEERING

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EROSION CONTROL NOTES

1. EROSION CONTROL MEASURES SHALL BE INSTALLED AS SHOWN ON THE PLANS AND SHALL CONFORM

TO ALL APPLICABLE SECTIONS OF THE "STORMWATER MANAGEMENT AND EROSION AND SEDIMENT

CONTROL HANDBOOK FOR URBAN AND DEVELOPING AREAS IN NEW HAMPSHIRE", AUGUST 1992 OR

"THE NEW HAMPSHIRE STORMWATER MANUAL", DECEMBER 2008.

2. SILT SACK AND SILT SOCK SHALL BE INSTALLED WHERE SHOWN PRIOR TO ANY ON SITE GRADING OR

DISTURBANCE OF EXISTING SURFACE MATERIAL. IT SHOULD BE MAINTAINED DURING AND AFTER

DEVELOPMENT TO REMOVE SEDIMENT FROM RUNOFF WATER AND FROM LAND UNDERGOING

DEVELOPMENT UNTIL ALL SLOPES HAVE BEEN ADEQUATELY STABILIZED. WHERE POSSIBLE NATURAL

DRAINAGE WAYS SHOULD BE UTILIZED AND LEFT OPEN TO REMOVE EXCESS SURFACE WATER.

3. DURING CONSTRUCTION, ALL DRAINAGE INLETS SHALL BE PROTECTED BY INSTALLING A GEOTEXTILE

BARRIER OR STONE CHECK DAM AROUND THE PERIMETER OF THE GRATE.

4. ALL DISTURBED AREAS AND SIDE SLOPES WHICH ARE FINISH GRADED WITH NO FURTHER

CONSTRUCTION TO TAKE PLACE SHALL BE LOAMED AND SEEDED. A MINIMUM OF 4" OF LOAM SHALL BE

INSTALLED. A SEED, LIME AND FERTILIZER PROGRAM SHALL CONFORM TO ALL APPLICABLE SECTIONS

OF THE "STORMWATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL HANDBOOK FOR URBAN

AND DEVELOPING AREAS IN NEW HAMPSHIRE."

5. FILL MATERIAL SHALL BE FREE FROM STUMPS, WOOD, ROOTS, ETC.

6. THE BOTTOM OF SEDIMENT BASINS SHALL BE PERIODICALLY CLEANED, WITH THE SEDIMENT REMOVED

TO A SECURE LOCATION SO AS TO PREVENT SILTATION OF THE NATURAL WATER WAYS.

7. EARTH STOCKPILES ARE TO BE SEEDED AND MULCHED AND HAVE A SILT FENCE INSTALLED ON THE

DOWNSLOPE SIDE AS SHOWN ON THE PLANS.

8. ANY DISTURBED AREAS WHICH ARE TO BE LEFT IDLE FOR MORE THAN 30 DAYS, AND WHICH WILL BE

REGRADED LATER DURING CONSTRUCTION SHALL BE MACHINE HAY MULCHED AND SEEDED WITH RYE

GRASS TO PREVENT EROSION. HAY OR STRAW MULCH SHALL BE APPLIED TO ALL FRESHLY SEEDED

AREAS AT A RATE OF 2 TONS PER ACRE. BALES SHALL BE UNSPOILED, AIR-DRIED, AND FREE FROM

WEED, SEEDS AND ANY COARSE MATERIAL.

9. EROSION CONTROL MEASURES SHALL BE PERIODICALLY INSPECTED DURING THE LIFE OF THE

PROJECT AND AFTER EACH STORM. ALL DAMAGED SILT FENCES SHALL BE REPAIRED. SEDIMENT

DEPOSITS SHALL BE PERIODICALLY BE REMOVED.

10. EROSION CONTROL MEASURES SHALL BE REMOVED WHEN THE DISTURBED AREA IS STABILIZED.

DISTURBED AREA RESULTING FROM THE SILT FENCE REMOVAL OPERATION SHALL BE PERMANENTLY

SEEDED. ALL ACCUMULATED SEDIMENT SHOULD BE REMOVED AND PROPERLY DISPOSED OF.

11. ALL PROPOSED POST-DEVELOPMENT VEGETATED AREAS WHICH DO NOT EXHIBIT A MINIMUM OF 85%

VEGETATIVE GROWTH BY OCTOBER 15TH, OR WHICH ARE DISTURBED AFTER OCTOBER 15TH, SHALL BE

STABILIZED BY SEEDING AND INSTALLING EROSION CONTROL BLANKETS ON SLOPES GREATER THAN

3:1, AND SEEDING AND PLACING 3 TO 4 TONS OF MULCH PER ACRE, SECURED WITH ANCHORED

NETTING, ELSEWHERE. THE PLACEMENT OF EROSION CONTROL BLANKETS OR MULCH AND NETTING

SHALL NOT OCCUR OVER ACCUMULATED SNOW OR ON FROZEN GROUND AND SHALL BE COMPLETED

IN ADVANCE OF THAW OR SPRING MELT EVENTS.

12. ALL DITCHES OR SWALES WHICH DO NOT EXHIBIT A MINIMUM OF 85% VEGETATIVE GROWTH BY

OCTOBER 15TH, OR WHICH ARE DISTURBED AFTER OCTOBER 15TH, SHALL BE STABILIZED WITH STONE

OR EROSION CONTROL BLANKETS APPROPRIATE FOR THE DESIGN FLOW CONDITIONS.

13. AFTER NOVEMBER 15TH, INCOMPLETE ROAD OR PARKING SURFACES SHALL BE PROTECTED WITH A

MINIMUM OF 3 INCHES OF CRUSHED GRAVEL PER NHDOT ITEM 304.3, OR IF CONSTRUCTION IS TO

CONTINUE THROUGH THE WINTER SEASON, BE CLEARED OF ANY ACCUMULATED SNOW AFTER EACH

STORM EVENT.

14. ALL SLOPES AFTER FINAL GRADING SHALL BE STABILIZED IMMEDIATELY WITH BLANKETS OR MATTING.

15. AN AREA SHALL BE CONSIDERED STABLE IF ONE OF THE FOLLOWING HAS OCCURRED:

A. BASE COURSE GRAVELS HAVE BEEN INSTALLED IN AREAS TO BE PAVED;

B. A MINIMUM OF 85% VEGETATED GROWTH HAS BEEN ESTABLISHED;

C. A MINIMUM OF 3" OF NON-EROSIVE MATERIAL SUCH AS STONE OR RIPRAP HAS BEEN

INSTALLED; OR

D. EROSION CONTROL BLANKETS HAVE BEEN PROPERLY INSTALLED

16. THE EROSION CONTROL MEASURES SHOWN ON THESE PLANS ARE THE MINIMUM NECESSARY DURING

CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ADEQUATE

EROSION CONTROL PRACTICES ARE EMPLOYED TO PREVENT EROSION AND SEDIMENTATION TO

ADJACENT PROPERTIES, ROADS OR THE DRAINAGE SYSTEM. THE TOWN SHALL RESERVE THE RIGHT

TO REQUIRE ADDITIONAL EROSION CONTROL MEASURES DURING CONSTRUCTION.

17. REFER TO CONSTRUCTION DETAILS SHEET FOR DETAILS AND ADDITIONAL STORM WATER

MANAGEMENT NOTES.

Prepared for:

Cheers Charity Poker Room, LLC

6 Verona Street

Salem, MA 01907

Salem Planning Board

Approval

Remove Water Service, add note 71 07/13/2017

Note Change and Roof Drain Removal

2 07/21/2017

F F

CHEERS CASINO

AND

POKER ROOM

MAIN

ENTRANCE

20' 25'

13

R4'

R5'

R4'

R4'

R4'

13

13

13

17

19

17

5

6

4

7

CAPE COD CURB

(SEE SHEET 9)

VGC

R10'

R5'

R5'

R5'

R8'

R5'

R5'

R5'

R7-8

10

R5'

24

'2

0'

9'

(TYP)

24

'2

0'

9'

(TYP)

24

'

25

'

R7-8 &

R7-8A

R7-8

CONCRETE

CURB STOP

(TYP.)

CCB

VGC

VG

C

VG

CV

GC

D

DUMPSTER ON CONCRETE

PAD W/ FENCE ENCLOSURE

(SEE SHEET 8)

12

.5

'1

0'

10

'

GAMING ROOMOFFICES

KITCHEN AND

SNACK BAR

UTILITIES

PROPOSED 20' WIDE

SANITARY SEWER

EASEMENT TO BENEFIT

SPM 64-6757 AND SPM 63-6755

3'

3'

15

'

10'

10

'

RAMP

RAMP

12

'

SNOW

STORAGE

VERTICAL

GRANITE CURB

(SEE SHEET 9)

LIMIT OF WORK

MEET EXISTING

LIMIT OF WORK

MEET EXISTING

PROPOSED AREA

FOR MILL AND

OVERLAY

Drawn by: JRB

Revision

Designed by: JRB

No.

Checked by: GRF

Date

C

SFC ENGINEERING PARTNERSHIP INC. 2017

NOTES

1. THE PURPOSE OF THIS PLAN IS TO SHOW THE PROPOSED DEVELOPMENT OF A FACILITY OFFERING GAMES OF CHANCE

FOR CHARITABLE ORGANIZATIONS, AS DEFINED BY NH RSA 287-D ON SALEM PROPERTY MAP 64 LOT 6756 CONSISTING

OF 1.83 Ac. THIS USE IS PERMITTED BY SALEM ZONING ORDINANCE ARTICLE V SECTION 490-501B(3)(J).

2. THE PROPOSED DEVELOPMENT FEATURES:

A. RENOVATION AND UPGRADE OF EXISTING 12,000 SF BUILDING

B. RECONSTRUCTION OF EXISTING PAVED SURFACES

C. REMOVAL OF PAVED SURFACES ON NORTH SIDE OF BUILDING AND AROUND PERIMETER OF PARKING AREA

D. IMPROVED DRIVEWAY ACCESS

E. RENOVATION OF BUILDING ENTRANCE AREAS ON EAST AND SOUTH SIDES OF BUILDING

F. INSTALLATION OF STORM WATER MANAGEMENT SYSTEMS

G. INSTALLATION OF SANITARY SEWER PUMPING STATION

H. INSTALLATION OF PARKING LOT LIGHTING

I. INSTALLATION OF NEW SIGN FACE ON EXISTING SIGN STRUCTURE

3. HEIGHT OF EXISTING BUILDING IS APPROXIMATELY 19'.

4. TOTAL LAND AREA TO BE DISTURBED BY THIS PROPOSED DEVELOPMENT: 65,000 SF±.

5. TOTAL PAVEMENT AREA AFTER DEVELOPMENT: 50,800 SF

6. TOTAL IMPERVIOUS AREA AFTER DEVELOPMENT: 63,600 SF; 79.5%

7. DEDICATED GREEN SPACE AFTER DEVELOPMENT: 16,490 SF

8. 6% OF INTERIOR AREA OF THE PARKING AREA IS LANDSCAPED GREEN SPACE.

9. TOTAL AREA OF WETLANDS FILLED BY THIS PROPOSAL: 0 SF

10. PROPOSED FACILITY TO BE SERVICED BY MUNICIPAL WATER SERVICE.

11. PROPOSED FACILITY TO BE SERVICED BY PRIVATE SEWAGE PUMPING STATION AND MUNICIPAL SEWER SERVICE.

12. PROPOSED FACILITY WILL BE HEATED USING NATURAL GAS FUEL.

13. PARKING SPACES SHALL BE 9' X 20'. ACCESSIBLE PARKING DIMENSIONS SHALL BE IN ACCORDANCE WITH ADA

REGULATIONS.

14. ALL PARKING SPACES SHALL BE STRIPED WITH WHITE OR YELLOW TRAFFIC PAINT WITH A 4” MINIMUM LINE WIDTH.

15. EACH ACCESSIBLE PARKING SPACE SHALL BE MARKED WITH PAVEMENT PAINTING AND AN UPRIGHT SIGN.

16. ANY NEW ROOF TOP MECHANICAL UNITS SHALL BE SCREENED FROM VIEW FROM PUBLIC WAYS.

17. SNOW WILL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF IF NECESSARY.

18. ALL DISTURBED AREAS SHALL BE DRESSED WITH 4” OF LOAM AND SEEDED UNLESS OTHERWISE SPECIFIED.

19. ALL WORK SHALL CONFORM TO TOWN OF SALEM STANDARDS.

20. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THAT THAT THEY HAVE THE MOST RECENT SET OF

PLANS. ALL WORK SHALL BE PERFORMED USING A COMPLETE SET OF PLANS AS SOME ITEMS ARE NOT SHOWN ON ALL

SHEETS.

21. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.

22. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF CONDITIONS ARE FOUND THAT DO NOT MATCH WHAT IS SHOWN

ON THESE PLANS.

23. ALL SIGNS AND PAVEMENT MARKINGS INSTALLED WITHIN THE PROJECT SITE SHALL CONFORM TO THE APPLICABLE

STANDARDS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTD).

24. SIGNS, LANDSCAPING AND SNOW WINDROWS ACROSS THE FRONTAGE OF NORTH BROADWAY SHALL BE MAINTAINED

AT OR BELOW 30" IN HEIGHT.

PARKING CALCULATIONS

FOR ASSEMBLY USE:

298 SEATS 1 SPACE/ 3 SEATS 99 SPACES

28 EMPLOYEES 1 SPACE/EMPLOYEE 28 SPACES

TOTAL PARKING REQUIRED: 127 SPACES

TOTAL PARKING PROVIDED: 137 SPACES

TOTAL ACCESSIBLE SPACES PROVIDED: 6 SPACES

Drawing: 556002 Site Development

Layout: Development - 5

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Scale: 1" = 30'Sheet 5 of 9 Date: 6/9/2017

Zoning Classification: Commercial-Industrial B

Site Development Plan

Cheers Casino and Poker Room286 North Broadway

Salem, NHAssessors Map 64 Lot 6756

SFC

ENGINEERING

M

A

G

N

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IC

N

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DIG SAFE 1-888-344-7233

Prepared for:

Cheers Charity Poker Room, LLC

6 Verona Street

Salem, MA 01907

Salem Planning Board

Approval

EXISTING SIGN DETAIL

NOT TO SCALE

Revise Drainage

1 7/13/2017

Dumpster Pad Change and Cape Cod Curb

2 07/21/2017

F F

CHEERS CASINO

AND

POKER ROOM

MAIN

ENTRANCE

1

8

6

6

%

2

%

2

%

1

8

4

183.70

185.50

RAMP

187.00

183.40

184.00

3

.

5

%

182.00

174.75

1

7

6

1

8

2

3

.

5

%

1

7

8

RAMP

DMH "A"

RIM=183.00

INV.(IN)=177.45

INV.(OUT)=177.20

REPLACE EXISTING

12" CMP L=21.1 S= 2.3%

INV. IN (176.8)

PROPOSED LIGHT

POLE (TYP.)

174.75

2%

4%

182

FIRE DEPT.CONNECTION

6" FIRE PROTECTION

2" DOMESTIC CONNECTION

(SEE DETAIL ON SHEET 9)

PROPOSED

ROADWAY REPAIR

LIMITS (TYP.)

6" DI

12"x6" TAPPING SLEEVE

AND GATE VALVE

(SEE SHEET 8)

182.75

183.15

12

" H

DP

E

L=

70

' S

=0

.0

20

5' WIDE CURB

OPENING

RIPRAP AREA #1

RIPRAP AREA #2

WITH PLUNGE POOL

STONE CHECK

DAM (TYP)

(SEE DETAIL)

RIPRAP LEVEL

SPREADER

TOP=177.50

PROPOSED WALLPACK

LIGHT (TYP.)

DRAIN "A"

6" INLINE DRAIN

TOP=182.5

CB "A"

RIM=183.65

INV.=178.60

PROPOSED E/ONE DUPLEX

GRINDER PUMP STATION

MODEL DH152 OR EQUAL

(SEE SHEET 8)

186.20

EXTEND EXISTING

SEWER LINE TO PUMP

STATION

PROPOSED 160' FORCE MAIN

CONNECTION TO VALVE PIT

PROPOSED FORCE MAIN STUB

TO BE INSTALLED AND

CONNECTION TO VALVE PIT

PROPOSED FORCE

MAIN VALVE PIT

180.30

183.50

183.35

178.75

184.40

183.90

184.10

186.90

187.50

187.80

D

1

8

0

1

8

0

TOP:183.0

CONNECT ROOF DRAINS

WITH 10" PVC L=50'

INV.=179.00

174

172

1

8

2

VEGETATED

SWALE

PROPOSED FIRE

HYDRANT

CISTERN FOR

LANDSCAPE

IRRIGATION

Drawn by: JRB

Revision

Designed by: JRB

No.

Checked by: GRF

Date

C

SFC ENGINEERING PARTNERSHIP INC. 2017

Drawing: 556002 Site Development

Layout: Grading - 6

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Scale: 1" = 30'Sheet 6 of 9 Date: 6/9/2017

Zoning Classification: Commercial-Industrial B

Grading & Utility Plan

Cheers Casino and Poker Room286 North Broadway

Salem, NHAssessors Map 64 Lot 6756

SFC

ENGINEERING

DIG SAFE 1-888-344-7233

NOTES

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH TOWN OF SALEM REQUIREMENTS.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING DIG SAFE (1-800-394-7233) AT LEAST 72 HOURS PRIOR

TO CONSTRUCTION IN ACCORDANCE WITH STATE LAW.

3. CONTRACTOR SHALL VERIFY TEMPORARY BENCH MARK (TBM) ELEVATIONS PRIOR TO CONSTRUCTION.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING APPROPRIATE EROSION CONTROL

MEASURES THROUGHOUT CONSTRUCTION IN ACCORDANCE WITH NHDES AND US EPA BEST MANAGEMENT

PRACTICES.

5. ALL 2:1 SLOPES SHALL BE STABILIZED WITH JUTE MATTING OR EROSION CONTROL BLANKET IMMEDIATELY

FOLLOWING FINAL GRADING.

6. ALL STRUCTURES TO HAVE RIMS SET AT FINISH GRADE REGARDLESS OF STATED RIM DATA.

7. ALL SPOT GRADES ARE AT BOTTOM OF CURB UNLESS OTHERWISE SPECIFIED.

8. PROPOSED CATCH BASIN SHALL BE DEEP SUMP (4' MIN.) AS SHOWN ON DETAIL SHEET XX TO ALLOW FOR

PRETREATMENT OF STORMWATER RUNOFF PRIOR TO ENTERING MUNICIPAL STORM SEWER SYSTEM.

9. SEE LIGHTING PLAN FOR SPECIFICATIONS AND ADDITIONAL INFORMATION ON SITE LIGHTING.

10. ROOF DRAINS TO BE ROUTED TO NORTH SIDE OF BUILDING AND DISCHARGED IN CISTERN & LANDSCAPING AREA

SALEM MUNICIPAL SERVICES DEPARTMENT NOTES

1. REQUIRED METERING AND BACKFLOW PREVENTION DEVICES WILL BE INSTALLED ON WATER SERVICES. THESE

DEVICES WILL BE LOCATED AT THE POINT SERVICE LINES ENTER THE BUILDING. SERVICE LINES ARE NOT

ALLOWED TO RUN THROUGH THE BUILDING, UNDER FLOORS, OVERHEAD OR OTHERWISE.

2. DOMESTIC WATER SERVICES MAY BE TAPPED OFF FIRE SPRINKLER SERVICES, PROVIDED THE DOMESTIC

SERVICE IS TAPPED A MINIMUM OR TEN FEET OUTSIDE THE BUILDING. VALVES ARE REQUIRED ON BOTH SERVICE

LINES, WITH A VALVE IN THE FIRE SERVICE DOWNSTREAM OF THE DOMESTIC SERVICE TAP. THESE VALVES

SHOULD BE LOCATED A MINIMUM FIVE FEET FROM THE BUILDING.

SALEM FIRE DEPARTMENT NOTES

2. ALL BUILDINGS SHALL BE PROVIDED WITH AUTOMATIC SPRINKLER PROTECTION DESIGNED IN ACCORDANCE

WITH NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 13, 2002 EDITION AND SALEM FIRE DEPARTMENT

REGULATIONS.

3. ALL UNDERGROUND WATER MAINS SERVING SPRINKLER OR STANDPIPE SYSTEM SHALL BE FLUSHED IN

ACCORDANCE WITH NFPA 24 AND SHALL BE WITNESSED BY SALEM FIRE DEPARTMENT PERSONNEL.

4. ALL BUILDING SHALL BE PROVIDED WITH AN AUTOMATIC FIRE ALARM SYSTEM DESIGNED AND INSTALLED IN

ACCORDANCE WITH NFPA 72, 2002 EDITION AND SALEM FIRE DEPARTMENT REGULATIONS.

5. ALL SITE AND CONSTRUCTION PLANS MAY BE REVIEWED BY A THIRD PARTY CONSULTANT OF THE TOWN'S

CHOOSING. ALL COST ASSOCIATED WITH THIRD PARTY REVIEWS AND INSPECTION SHALL BE PAID BY THE

DEVELOPER.

6. UNDERGROUND WATER MAINS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE INTERNATIONAL

FIRE CODE 2000 EDITION, APPENDIX B AND C, AND SALEM WATER DEPARTMENT REGULATIONS. FLOW

CALCULATIONS AND BUILDING CONSTRUCTION CLASSIFICATION SHALL BE INCLUDED WITH THE SITE PLAN.

7. PLANS FOR CONSTRUCTION OF BUILDINGS AND FIRE PROTECTION SYSTEMS SHALL BE SUBMITTED TO THE

SALEM FIRE DEPARTMENT AND RELEASED FOR CONSTRUCTION PRIOR TO STARTING WORK. ALL CONTRACTORS

INSTALLING FIRE PROTECTION SYSTEMS SHALL HOLD A CERTIFICATE OF FITNESS FROM THE SALEM FIRE

DEPARTMENT.

M

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Prepared for:

Cheers Charity Poker Room, LLC

6 Verona Street

Salem, MA 01907

Salem Planning Board

Approval

Add Domestic Connection, Revise Drainage & Add Hydrant

1 07/13/2017

Remove Roof Drain & Add Cistern2 07/21/2017

Drawing: 556002 Site Development

Layout: Construction - 7

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SILT SACK CONSTRUCTION SEQUENCE:

1. TO INSTALL SILTSACK® IN THE CATCH BASIN, REMOVE THE GRATE AND PLACE THE

SACK IN THE OPENING. HOLD OUT APPROXIMATELY SIX INCHES OF THE SACK OUTSIDE

THE FRAME. THIS IS THE AREA OF THE LIFTING STRAPS. REPLACE THE GRATE TO

HOLD THE SACK IN PLACE.

2. WHEN THE RESTRAINT CORD IS NO LONGER VISIBLE, SILTSACK® IS FULL AND SHALL BE

EMPTIED.

3. TO REMOVE SILTSACK®, TAKE TWO PIECES OF 1” DIAMETER REBAR AND PLACE

THROUGH THE LIFTING LOOPS ON EACH SIDE OF THE SACK TO FACILITATE THE LIFTING

OF SILTSACK®.

4. TO EMPTY SILTSACK®, PLACE IT WHERE THE CONTENTS WILL BE COLLECTED. PLACE

THE REBAR THROUGH THE LIFT STRAPS (CONNECTED TO THE BOTTOM OF THE SACK)

AND LIFT. THIS WILL TURN SILTSACK® INSIDE OUT AND EMPTY THE CONTENTS. CLEAN

OUT AND RINSE. RETURN SILTSACK® TO ITS ORIGINAL SHAPE AND PLACE BACK IN THE

BASIN.

5. SILTSACK® IS REUSABLE. ONCE THE CONSTRUCTION CYCLE IS COMPLETE, REMOVE

SILTSACK® FROM THE BASIN AND CLEAN.

SILTSACK®

NOT TO SCALE

SILTSACK TO BE INSTALLED IN CATCH BASINS 5, 6 &7

CONSTRUCTION SEQUENCE

1. INSTALL PERIMETER EROSION CONTROL MEASURES. TEMPORARY EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED

PRIOR TO ANY EARTH MOVING OPERATION. EROSION CONTROL MEASURES SHALL BE INSTALLED AS SHOWN ON THE PLANS AND SHALL

CONFORM TO ALL APPLICABLE SECTIONS OF THE STORMWATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL HANDBOOK FOR

URBAN AND DEVELOPING AREAS IN NEW HAMPSHIRE, AUGUST 1992, OR THE NEW HAMPSHIRE STORMWATER MANUAL, DECEMBER 2008.

2. CUT AND CLEAR TREES. IDENTIFY TREES TO BE SAVED AND INSTALL PROTECTIVE FENCES AROUND THESE TREES. CUT TREES, CLEAR AND

DISPOSE OF DEBRIS.

3. INSTALL OTHER EROSION CONTROL MEASURES. TEMPORARY AND PERMANENT EROSION, SEDIMENT AND DETENTION PRACTICES -

INCLUDING PONDS AND SWALES -- SHALL BE INSTALLED PRIOR TO ROUGH GRADING. PERMANENT STORMWATER TREATMENT SYSTEMS

ARE TO BE CONSTRUCTED AND SEEDED AS SOON AS PRACTICAL SO THAT VEGETATION MAY BE ESTABLISHED PRIOR TO DIRECTING

RUNOFF TO THEM. ADDITIONAL STORMWATER MANAGEMENT PRACTICES SHALL BE IMMEDIATELY INSTALLED WHEN NECESSARY AND

APPROPRIATE DURING CONSTRUCTION.

4. PROTECT DRAINAGE STRUCTURES. DURING CONSTRUCTION, ALL DRAINAGE INLETS SHALL BE PROTECTED BY INSTALLING A GEOTEXTILE

BARRIER UNDER THE GRATE OR BY INSTALLING A STONE CHECK DAM AROUND THE PERIMETER OF THE GRATE.

5. INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES. ALL PRACTICES ARE TO BE INSPECTED AND MAINTAINED THROUGHOUT THE

CONSTRUCTION PERIOD ACCORDING TO RECOMMENDED SCHEDULED, BUT AT LEAST ONCE PER WEEK, AND DURING RAINFALL EVENTS IN

WHICH ½ INCH OF PRECIPITATION OR MORE FALLS WITHIN A 24 HOUR PERIOD. THE BOTTOM OF SEDIMENT BASINS SHALL BE

PERIODICALLY CLEANED, WITH SEDIMENT REMOVED TO A SECURE LOCATION. ALL DAMAGED SILT FENCES SHALL BE REPAIRED. SEDIMENT

DEPOSITS SHALL BE PERIODICALLY REMOVED.

6. GRADE AND GRAVEL AREAS TO BE PAVED. ROADWAYS AND PARKING LOTS SHALL BE GRADED, AND UNDERGROUND UTILITIES SHALL BE

INSTALLED. GRAVEL SHALL BE INSTALLED AS SOON AS PRACTICAL. THESE AREAS SHALL BE STABILIZED WITHIN 72 HOURS OF ACHIEVING

FINISH GRADE. ALL FILL MATERIAL SHALL BE FREE FROM STUMPS, ROOTS, WOOD, ETC.

7. STABILIZE DISTURBED AREAS. BEGIN SEED AND MULCH OF ALL DISTURBED AREAS AS SOON AS PRACTICAL, BUT NO LATER THAN THREE

DAYS AFTER FINAL GRADING. ALL CUT AND FILL SLOPES SHALL BE SEEDED AND MULCHED WITHIN 72 HOURS OF ACHIEVING FINISHED

GRADE. A MINIMUM OF 4” OF LOAM SHALL BE INSTALLED, WITH SEED, LIME, AND FERTILIZER APPLIED.

8. FINISH PAVING. INSTALL FINISH PAVING ON ROADWAYS AND PARKING LOTS.

9. COMPLETE PERMANENT SEEDING AND LANDSCAPING. SPREAD LOAM AND STABILIZE PER PLANS AND SPECIFICATIONS.

10. MINIMUM REQUIREMENTS THE EROSION CONTROL MEASURES SHOWN ON THESE PLANS ARE THE MINIMUM NECESSARY DURING

CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ADEQUATE EROSION CONTROL PRACTICES ARE

EMPLOYED TO PREVENT EROSION AND SEDIMENTATION TO ADJACENT PROPERTIES, ROADS, OR DRAINAGE SYSTEMS.

RIP RAP AREAS

NOT TO SCALE

CONSTRUCTION SPECIFICATIONS:

W=

DO

WN

ST

RE

AM

La'

Drawn by: JRB

Revision

Designed by: JRB

No.

Checked by: GRF

Date

C

SFC ENGINEERING PARTNERSHIP INC. 2017

Scale: As ShownSheet 7 of 9 Date: 6/9/2017

Zoning Classification: Commercial-Industrial B

Construction Details

Cheers Casino and Poker Room286 North Broadway

Salem, NHAssessors Map 64 Lot 6756

SFC

ENGINEERING

SILT SOCK INSTALLATION DETAIL

NOT TO SCALE

SOCK OPTION:

300m

m (12")

TY

P.

NOTES

1. ALL MATERIAL TO MEET FILTREXXä SPECIFICATIONS.

2. THE CONTRACTOR SHALL MAINTAIN THE COMPOST FILTER

BERM IN A FUNCTIONAL CONDITION AT ALL TIMES AND IT

SHALL BE ROUTINELY INSPECTED.

3. WHERE THE BERM REQUIRES REPAIR, IT WILL BE

ROUTINELY REPAIRED.

4. THE CONTRACTOR SHALL REMOVE SEDIMENTS

COLLECTED AT THE BASE OF THE BERM WHEN THEY

REACH 1/3 OF THE EXPOSED HEIGHT OF THE BERM, OR AS

DIRECTED BY THE ENGINEER.

5. THE COMPOST FILTER BERM WILL BE DISPERSED ON SITE

WHEN NO LONGER REQUIRED, AS DETERMINED BY THE

ENGINEER.

FILTER COMPOST MATERIAL

AS PER SPECIFICATIONS.

WATER

FLOW

AREA TO BE PROTECTED

W

A

T

E

R

F

L

O

W

WORK AREA

FILTREXXä FILTER SOCK, SIZED TO SUIT CONDITIONS.

300mm TO 450mm (12" TO 18") TYPICAL.

TYPICAL BERM FOR MINIMAL GRADES SHOWN.

FOR STEEPER GRADES, I.E. 2:1 SLOPES

INCREASE BERM SIZE AS DETERMINED ON

SITE BY ENGINEER.

FINISH GRADE

5" MIN

4' MIN.

48" DIA.

24"

12" MIN. COMPACTED

SCREENED GRAVEL

OUTSIDE OF PIPE

+2" CLEARANCE

PROVIDE "V" OPENINGS

MORTAR ALL JOINTS

HEIGHT OF RISER

SECTIONS VARY

FROM 1'TO 4'

ADJUST TO FINISH GRADE WITH

MINIMUM 2 COURSES OF

MORTARED RED HARD CLAY

BRICK (12" MAX.)

FRAME TO BE SET IN FULL

CEMENT MORTAR BED.

PRECAST CONCRETE CATCH BASIN

NOT TO SCALE

PRECAST REINFORCED CONCRETE

M.H. SLAB TOP SECTION

CATCH BASIN FRAME AND GRATE

NHDOT TYPE "B" OR EQUAL

12"

3" MIN.

CATCH BASIN HOOD ON

OUTLET CULVERTS

8"

24" OR 30"

30" ONLYIN 4' SECTION

IN 2' & 3' SECTIONS

48"

5"

6"

BA

SE

S

EC

TIO

NR

IS

ER

S

EC

TIO

NT

OP

S

EC

TIO

N

2' T

HR

U 4'-8"

1', 2', 3', 4'

2', 3', 4'

8"

12"

AS REQUIRED

ALTERNATE SLAB TOP REINFORCED TO

MEET OR EXCEED REQUIREMENTS

OF H-20 LOADING.

NOTES:

1. MANUFACTURED TO MEET OR EXCEED: ASTM C-478 & AASHTO M 199 SOECS.

2. REINFORCING SHALL CONFORM TO ASTM A-185 AND BE PLACED AS PER

ASTM C-478 (8.1, 8.3)

3. CONCRETE = 4000 PSI MINIMUM.

CEMENT PER ASTM C-478 (6.1)

4. MANHOLE STEPS-POLYPROPYLENE COATED GRADE 60 REINFORCING BAR, PER

ASTM C-478 & O.S.H.A. (STD 1-1.9)

5. BUTYL RUBBER JOINT SEALANT PER ASTM C-990 & AASHTO M-198

6. WATERPROOFING PER CONTRACT SPECS. AS REQUIRED.

4 FT. DIA MANHOLE

NOT TO SCALE

ALTERNATE SLAB TOP

8"

4"

25"

3"

31-3/16"

21"

19"

29"

OR

B

AA

B

PLAN

SECTION A-A

SECTION B-B

22-7/8"

21/2"

21/2"

1/2"

1/2"

24"

25/16"

75/8"

5/8"

5/8"

7/16"

NOTES:

1. ALL DIMENSIONS ARE NOMINAL.

2. FRAME AVAILABLE IN 4" OR 8" HEIGHTS.

3. FREE OPEN AREA = 2.55 S.F.

4. USE 3-FLANGE FRAME IF INSTALLED

ADJACENT TO GRANITE CURB.

3/8"

8" O

R 4"

FLO

W

LIN

E

TYPE "B" GRATE & FRAME

NOT TO SCALE

DRAIN MANHOLE FRAME AND COVER

NEENAH TYPE "R-1553" OR EQUAL

Prepared for:

Cheers Charity Poker Room, LLC

6 Verona Street

Salem, MA 01907

Salem Planning Board

Approval

Catch Basin Detail Update

1 07/13/2017

TYPICAL TRENCH SECTION

FOR STORM DRAIN

NOT TO SCALE

CROSS COUNTRY

STREET

IN EARTHIN LEDGE

4" LOAM & SEEDRESURFACING AS SPECIFIED

GRAVEL

ROAD BASE

AS SPECIFIED

BACKFILL MATERIAL

TO BE COMPACTED

IN 12" LIFTS

12" SAND

BLANKET

BA

CK

FIL

L

3' MIN.

12"

MIN.

12"

MIN.

48

" M

IN

IM

UM

C

OV

ER

BEDDING

MATERIAL

CRUSHED

STONE

(1/2" TO 1")

V

A

R

I

E

S

SHEETING AS

REQUIRED

6" MIN.

LEDGE OR ROCK

Trench Drain Detail Update

2 07/21/2017

Drawing: 556002 Site Development

Layout: Construction - 8

Drawn by: JRB

Revision

Designed by: JRB

No.

Checked by: GRF

Date

C

SFC ENGINEERING PARTNERSHIP INC. 2017

Scale: As ShownSheet 8 of 9 Date: 6/9/2017

Prepared for:

Cheers Charity Poker

Room, LLC

6 Verona Street

Salem, MA 01907

Salem Planning Board

Approval

Zoning Classification: Commercial-Industrial B

Construction Details

Cheers Casino and Poker Room286 North Broadway

Salem, NHAssessors Map 64 Lot 6756

SFC

ENGINEERING

STREETCROSS COUNTRY

IN LEDGEIN EARTH

TYPICAL TRENCH SECTION

FOR WATER SERVICE

NOT TO SCALE

SAND

BLANKET

BEDDING

MATERIAL

SHEETING AS

REQUIRED

LEDGE OR ROCK

6" MIN.

12"

MIN.

12"

MIN.

V

A

R

I

E

S

12"

MIN.

3' MIN.

60" M

IN

IM

UM

C

OV

ER

BA

CK

FILL

BACKFILL MATERIAL

TO BE COMPACTED

IN 12" LIFTS

GRAVEL

ROAD BASE

AS SPECIFIED

RESURFACING AS SPECIFIED4" LOAM & SEED

MATERIAL

NO. 67 STONE

ASTM C33

BEDDING

IN EARTH

IN PLACE

CUT AND LEFT

REQUIRED

SHEETING AS

TO

C

UT

O

FF

S

HE

ET

IN

G

4' M

IN

IM

UM

C

OV

ER

-C

RO

SS

C

OU

NT

RY

MOUND 6"

4" LOAM & SEED

6" MIN.

IN LEDGE

LEDGE OR ROCK

12"

3' MIN.

STREET

3' M

IN

IM

UM

SAND BLANKET:

100% PASSES 1/2" SIEVE AND

MAXIMUM OF 15% PASSES NO.

200 SIEVE.

GRAVEL ROAD BASE

BACKFILL MATERIAL:

CLEAN GRANULAR MATERIAL FREE OF

DEBRIS, ORGANIC MATERIAL AND

STONES LARGER THAN 4" IN DIAMETER.

LIFTS TO BE COMPACTED IN 12" LIFTS.

6' M

IN

IM

UM

C

OV

ER

-P

AV

ED

A

RE

AS

FORCEMAIN TRENCH CROSS SECTION

NOT TO SCALE

SEWER FORCE MAIN

CROSS COUNTRY

V

A

R

I

E

S

FINISH GRADE

TAPPING SLEEVE AND GATE VALVE DETAIL

NOT TO SCALE

BACKFILL TO A POINT 12"

OVER WATER PIPE WITH

FREE DRAINING GRAVEL.

BACKFILL TO SURFACE WITH

NATIVE MATERIAL.

CAST IRON VALVE BOXCONCRETE THRUST BLOCK

EXISTING WATER MAIN

TAPPING SLEEVE

GATE VALVE

NEW SERVICE

PLAN VIEW

CROSS SECTION

BUILDING WATER SERVICE

NOT TO SCALE

BUILDING

6" F

IR

E S

ER

VIC

E T

O B

UILD

IN

G

BALL VALVE

CURB STOP

CORPORATION

NOTES

1. ALL MATERIALS AND INSTALLATION PROCEDURES WILL

CONFORM TO TOWN OF SALEM TECHNICAL SPECIFICATIONS.

2. ALL PIPE SHOULD HAVE A MINIMUM DEPTH OF 5' FROM TOP

OF PIPE TO FINISH GRADE.

2" C

OP

PE

R

DO

ME

ST

IC

S

ER

VIC

E

Detail Adjustment

1 07/13/2017

PUMP STATION DETAIL

NOT TO SCALE

MAIN

VARIES

TO BE DETERMINED IN FIELD

HYDRANT,

ROTATE AS

REQUIRED.

32" ABOVE

FINISHED

GRADE

ADJUSTABLE

VALVE BOX

BACK UP HYDRANT

WITH 6 CU. FT. CLASS B

CONCRETE PLACED

AGAINST UNDISTURBED

MATERIAL.

FLAT STONE OR

CONCRETE BLOCK

PROVIDE 4 CU. FT. MIN.

1/2"-1" CRUSHED STONE

OR SCREENED GRAVEL TO

AT LEAST 6" ABOVE DRIP.

6" GATE

VALVE

6" D.I.

5' M

IN

.

TYPICAL HYDRANT ASSEMBLY DETAIL

NOT TO SCALE

GATE VALVE TO BE BOLTED

IMMEDIATELY ADJACENT TO

ANCHOR TEE

12" HPDE

TO DMH "A"

6" RISER

TOP=182.5

12" HPDE

FROM CB "A"

12"x6" TEE

INLINE DRAIN WITH

DOME GRATE

Drawing: 556002 Site Development

Layout: Construction - 9

Dra

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Drawn by: JRB

Revision

Designed by: JRB

No.

Checked by: GRF

Date

C

SFC ENGINEERING PARTNERSHIP INC. 2017

Scale: As ShownSheet 9 of 9 Date: 6/9/2017

Prepared for:

Cheers Charity Poker

Room, LLC

6 Verona Street

Salem, MA 01907

Salem Planning Board

Approval

Zoning Classification: Commercial-Industrial B

Construction Details

Cheers Casino and Poker Room286 North Broadway

Salem, NHAssessors Map 64 Lot 6756

SFC

ENGINEERING

NOTES:

1. ALL DIMENSIONS TO CENTER OF STRIPING.

2. ALL STRIPING SHALL BE 4" SOLID YELLOW OR WHITE PAVEMENT

MARKING PAINT.

3. ONE IN EVERY SIX ACCESSIBLE SPACES, BUT NOT LESS THAN ONE,

SHALL BE "VAN ACCESSIBLE".

4. SEE SITE DEVELOPMENT PLAN FOR LOCATION AND

CONFIGURATION OF ACCESSIBLE SPACES.

ACCESSIBLE PARKING SPACE

NOT TO SCALE

8'8'5'

VAN ACCESSIBLE SPACE

STANDARD ACCESSIBLE SPACE

UPRIGHT OR WALL SIGNS

R7-8 AND R7-8A

SIGN & POST INSTALLATION

NOT TO SCALE

TYPICAL SIGN

3" DIA. GALVANIZED STEEL POST

(STANDARD PIPE)

FINISHED GRADE SURFACE

TREATMENT VARIES

18" DIA. CONCRETE FOOTING

(3000 PSI, TYPE I)

GRAVEL BORROW (TYPE C)

FIRM SUBGRADE

60" T

O B

OT

TO

M

OF

S

IG

N (A

NS

I 502.7)

3'-6"

6"

R7-8

12" X 18"

RESERVED

PARKING

R7-8A

12" X 6"

VAN

ACCESSIBLE

12"

6"

BANK RUN GRAVEL

CRUSHED GRAVEL

PAVEMENT DETAIL

NOT TO SCALE

COMPACTED

SUB-BASE

1" WEARING COURSE BIT. CONC. (1/2" AGGREGATE)

2" BASE COURSE BIT. CONC. (3/4" AGGREGATE)

STABILIZED BASE

MATERIAL OR

6" (MIN.)

18"

4"

STRAIGHT GRANITE CURBING

NOT TO SCALE

PROPOSED BITUMINOUS

CONCRETE PAVEMENT

COMPACTED

GRAVEL BASE

COMPACTED

SUBGRADE

6" REVEAL

(TYP.)

6"

(MIN.)

GRANITE CURBING

SURFACE

TREATMENT VARIES

SLOPE VARIES

6" ADS INLINE DRAIN

NOT TO SCALE

Detail Adjustment

1 07/13/2017

8"Ø SCH 40, GALV STEEL

BOLLARD, FILLED W/ 4000

PSI/28-DAY CONCRETE,

ROUNDED-TOP TROWEL

FINISH

D

10'

C

2%

M

IN

C

PIT

CH

PLAN VIEW

D

10'

5" CONCRETE PAD

4"

B

A

B

4'-0"

A-A

4"x4"x10' POST PT

4"x4" TOP RAIL, PT

4"x4" MIDDLE RAIL, PT

1"x1" NAILER (TYP)

SIDE ELEVATION

6'-0"

5" CONCRETE PAD

AGGREGATE SUBBASE

EXISTING OR COMPACTED SUBBASE

4"x4" BOTTOM RAIL, PT

2% MIN

D-D

PITCH

DUMPSTER

10'

C-C

DUMPSTER

8'

5" CONCRETE PAD

6"

6"

A

2'-11"

8'-0"

2'-11"

2"

5'-0"

2'-11"

2'-11"

2"

B-B

DUMPSTER PAD AND ENCLOSURE

NOT TO SCALE

4"x4" TOP RAIL PT, TOE-NAILED HD

GALV COMMON NAIL @ 2 PER SIDE

1"x1" NAILER END-NAILED W/ HD

GALV BOX NAIL

4"x4" MIDDLE RAIL, PT

1"x6" ROUGH-SAWN BOARDS,

TOE-NAILED HD GALV BOX NAIL

6"x6"x11' S.Y.P.

POST P.T.

1"x6" ROUGH-SAWN BOARDS,

BUTTED & TOE-NAILED

6"x6" POSTS ON

FRONT ONLY

CONSTRUCTION REQUIREMENTS:

CHECK DAM STONES SHALL BE ANGULAR AND WELL GRADED:

MINIMUM STONE SIZE IS 2" DIAMETER

MAXIMUM STONE SIZE IS 3" DIAMETER

1. PLACE STONE TO THE LINES, GRADES AND LOCATIONS AS SHOWN ON THE PLAN OR AS

DIRECTED.

2. SET SPACING OF STONE CHECK DAMS SO THAT THE ELEVATION OF THE CREST OF THE

DOWNSTREAM DAMIS AT THESAME ELEVATION AS THE TOE OF THE UPSTREAM DAM.

3. EXTEND THE STONE TO A POINT BEYOND THE DITCH BANKS TO PREVENT CUTTING

AROUND THE DAM.

4. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR

AND EROSION WITH STONE OR LINER AS NEEDED OR DIRECTED.

VE

G

ET

AT

ED

S

W

ALE

2

1' M

AX

.

1'

MIN

1

2

1

CHECK DAM

STONE CHECK DAM

NOT TO SCALE

VE

G

ET

AT

ED

S

W

ALE

2

1

2

1

CHECK DAM

SPACE CHECK DAMS AS

NECESSARY IN THE CHANNEL SO

THAT THE CREST OF THE

DOWNSTREAM DAM IS EQUAL IN

ELEVATION TO THE TOE OF THE

UPSTREAM DAM.

MAINTENANCE:

1. INSPECT CHECK DAMS AFTER EACH RUNOFF EVENT GREATER THAN 0.5 INCHES AND ON

A WEEKLY BASIS. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION HAS

OCCURED BETWEEN STRUCTURES, INSTALL A LINER OF STONE OR OTHER SUITABLE

MATERIAL IN THAT PORTION OF THE CHANNEL.

2. REMOVE SEDIMENT ACCUMULATED BEHIND THE CHECK DAM AS NEEDED OR DIRECTED

TO ALLOW CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM AND PREVENT LARGE

FLOWS FROM CARRYING SEDIMENT OVER THE DAM. REPLACE STONES AS NEEDED OR

DIRECTED TO MAINTAIN THE DESIGN CROSS-SECTION OF THE STRUCTURES.

VEGETATED SWALE

NOT TO SCALE

MAINTENANCE REQUIREMENTS:

1. LAND OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE OF VEGETATED SWALE.

2. INSPECT ANNUALLY FOR EROSION, SEDIMENT ACCUMULATION, VEGETATION LOSS, AND PRESENCE

OF INVASIVE SPECIES.

3. PERFORM PERIODIC MOWING; FREQUENCY DEPEND ON LOCATION AND TYPE OF GRASS. DO NOT CUT

SHORTER THEN 4-INCHES.

4. REMOVE DEBRIS AND ACCUMULATED SEDIMENT, BASED ON INSPECTION.

5. REPAIR ERODED AREA, REMOVE INVASIVE SPECIES AND DEAD VEGETATION, AND RESEED WITH

APPLICABLE GRASS MIX AS WARRANTED BY INSPECTION.

3

1

2'

1.5'

(M

IN

.)

3:1 SIDE SLOPES

4" LOAM AND SEED

11' WIDE

R=2"

8"

4"

CONC. CURB

MACHINE FORMED BIT.

6"

PAVEMENT

SURFACE PAVEMENT

THICKNESS

FINISH GRADE

BITUMINOUS CONCRETE CURB

NOT TO SCALE

Cape Cod Curb Detail

2 07/21/2017

Drawn by: JRB

Revision

Designed by: JRB

No.

Checked by: GRF

Date

C

SFC ENGINEERING PARTNERSHIP INC. 2017

Drawing: 556002 Site Development_1

Layout: Landscape - 9

Dra

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am

e: Z

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n\1

73

6-N

orth

Bro

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m\C

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56

00

2 S

ite

D

eve

lo

pm

en

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1.d

wg

Scale: 1" = 30'Sheet LD 1 Date: 5/19/2017

Prepared for:

Cheers Charity Poker

Room, LLC

6 Verona Street

Salem, MA 01907

Salem Planning Board

Approval

Zoning Classification: Commercial-Industrial B

M

A

G

N

E

T

IC

N

O

R

T

H

Landscape Plan

Assessors Map 64 Lot 6756

DIG SAFE 1-888-344-7233

PLANTING NOTES

1. CONTRACTOR SHALL OBTAIN APPROVAL FROM L.A. PRIOR TO PURCHASING &/ORINSTALLING SUBSTITUTE PLANT MATERIAL PRIOR TO PURCHASE OF ANY SUBSTITUTEMATERIALS.

2. CONSTRUCTION ACCESS WILL BE AS DIRECTED BY L.A. CONTRACTOR IS RESPONSIBLEFOR RESTORATION OF ACCESS ROUTE AND ALL AREAS DISTURBED BY PLANTINGOPERATIONS UPON COMPLETION OF CONSTRUCTION OPERATIONS, AT NO ADDITIONALCOST TO THE OWNER.

3. LAYOUT OF ALL PLANTING BEDS AND LOCATION OF PLANTS TO BE APPROVED BY L.A. ONSITE PRIOR TO CONSTRUCTION AND INSTALLATION.

4. CONTRACTOR TO REMOVE ALL DEBRIS GENERATED BY PLANT INSTALLATION. DEBRIS TOBE DISPOSED OF IN A LEGAL MANNER.

5. ALL PLANT MATERIAL SHALL BE GUARANTEED TO BE IN GOOD, HEALTHY & FLOURISHINGCONDITION FOR ONE YEAR FROM THE DATE OF FINAL INSTALLATION APPROVAL BY L.A.CONTRACTOR SHALL REPLACE, WITHOUT COST TO OWNER, AND AS SOON AS WEATHERCONDITIONS PERMIT, ALL DEAD AND NON-FLOURISHING PLANTS AS DETERMINED BY THEL.A. REPLACEMENT PLANTS SHALL BE BE GUARANTEED IDENTICALLY TO ORIGINAL PLANTS,TIME PERIOD COMMENCING FROM DATE OF REPLACEMENT PLANTING APPROVAL BY L.A.

6. ALL BEDS TO BE MULCHED WITH 3" DEPTH SHREDDED BARK MULCH UNLESS NOTEDOTHERWISE.

7. CONTRACTOR TO PROVIDE NECESSARY TEMPORARY IRRIGATION IF NEEDED BASED ONTIME OF YEAR THE PROJECT IS IMPLEMENTED.

Drawn by: JRB

Revision

Designed by: JRB

No.

Checked by: GRF

Date

C

SFC ENGINEERING PARTNERSHIP INC. 2017

Drawing: 556002 Site Development

Layout: Lighting - LT 1

Draw

ing nam

e: K

:\5

56

00

2 C

heers 28

6 N

B

ro

ad

way\A

utoC

AD

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in

als\55600

2 S

ite D

evelopm

en

t.dw

g

Scale: 1" = 30'Sheet LT 1 Date: 6/9/2017

Prepared for:

Cheers Charity Poker

Room, LLC

6 Verona Street

Salem, MA 01907

Salem Planning Board

Approval

Zoning Classification: Commercial-Industrial B

Lighting Plan

Assessors Map 64 Lot 6756

DIG SAFE 1-888-344-7233

NOTES:

1. FULL CUTOFF LIGHTING SHALL BE PROVIDED SUCH THAT LIGHT SHALL NOT TRESPASS ONTO

ANY PUBLIC STREET.

2. ALL LIGHTING DESIGNED IN ACCORDANCE WITH TOWN OF SALEM SITE PLAN REGULATIONS

AND DESIGN GUIDLINES FOR PROPOSED AREA OF DEVELOPMENT.

3. THE INTENSITY OF LIGHTING AT ADJOINING STREETS DOES NOT EXCEED 0.5 FOOT CANDLES.

LIGHTING SCHEDULE:

14 RAB ALED4T105 AREAS LIGHTS ATTACHED TO A SINGLE 20' POLE OR EQUAL.

9 RAB WPLED2T360 ATTACHED TO EXTERIOR WALLS AT 18' ABOVE GRADE OR EQUAL.

LIGHT POLE

NOT TO SCALE

F F

CHEERS CASINO

AND

POKER ROOM

MAIN

ENTRANCE

D

GAMING ROOMOFFICES

KITCHEN AND

SNACK BAR

UTILITIES

RAMP

RAMP

SNOW

STORAGE

T

R

U

E

N

O

R

T

H

Dra

win

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am

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2 C

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86

N

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uto

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D\X

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urn

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NOTES

1. THE PURPOSE OF THIS PLAN IS TO DEPICT THE CIRCULATION MOVEMENTS OF A WB-62 TRUCK AND TRAILER

THROUGH THE PROPOSED REDEVELOPMENT OF SALEM, NH PROPERTY MAP 64 LOT 6756.

2. THE WB-62 REPRESENTS A INTERSTATE DELIVERY VEHICLE THAT IS EXPECTED TO ACCESS THIS SITE.

Drawing: Turning Radius

Layout: Circulation

Drawn by: FDG

Revision

Designed by: JRB

No.

Checked by: GRF

Date

C

SFC ENGINEERING PARTNERSHIP INC. 2017

Scale: 1"=30'Sheet 1 of 1 Date: 7/21/2017

Prepared for:

Cheers Charity Poker

Room, LLC

6 Verona Street

Salem, MA 01907

Salem Planning Board

Approval

Zoning Classification: Commercial-Industrial B

Truck Turning Path

Cheers Casino and Poker Room286 North Broadway

Salem, NHAssessors Map 64 Lot 6756

SFC

ENGINEERING