8204_c1v8.pdf

WATER

SEWER

EXISTING ASHPHALT ROAD

DRAINAGE DITCH

21 JUN 18

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PROJECT NO:

DRAWING NO:

OFSHEET

AS SHOWN

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C1 1

SEWER

ELECTRIC

ELECTRIC

N O

R T

H

4 0 4 8 16 FT8

" = 1'0"8

1SCALE:

" = 1'0"4

1SCALE:

SITE PLAN

WITH A CONTINUOUS RIDGE VENT

ON 1/2" CDX PLYWOOD

STANDING SEAM METAL ROOF

TRANSFORMER

PAD MOUNTED

AND CAPPED

WITH CLEAN OUT

SEWER LINE T

Y P

IC

A L

9'0" X 20'0"

24" - #5 REBAR

"4

18"

2" MAX.

1" MIN.,

"4 16"

3" MIN., 4" MAX.#5 REBAR

6'- 0"

NOT TO SCALE

PRECAST PARKING STOPS

EXISTING PAVEMENT

MOLD AND OTHER DELETERIOUS MATERIALS.

BE CEREAL, STRAW, SPREAD UNIFORMLY TWO INCHES DEEP OVER ALL SEEDED AREAS. TOPSOIL, SEED AND STRAW SHALL BE FREE FROM WEEDS, TYPE TALL FESCUE, 10% ANNUAL RYE AND 30% PERENNIAL RYE BROADCAST UNIFORMILY AT A RATE OF 8 LBS. PER 1000 SQUARE FEET. MULCH SHALL SHALL BE 13% NITROGEN, 13% PHORSPHOUS AND 13% POTASSIUM APPLIED AT A RATE OF 4 LBS. PER 1000 SQUARE FEET. SEED SHALL BE 60% TURF ALL TURF AREAS DISTURBED BY THE CONTRACTOR, EXCEPT AS NOTED, SHALL RECEIVE 3" OF TOPSOIL, FERTILIZER, SEED AND MULCH. FERTILIZER

NOTES:

REFER TO DETAIL

AND PRECAST PARKING STOPS

PROVIDE NEW PARKING STRIPES

NEW WATER LINE EXTENSION SHALL BE 2 INCH SCHED 40 PVC.

MINIMUM 3" OF GRAVEL BELOW PIPE AND 12" OF GRAVEL ABOVE PIPE.

" - 1" CLEAN GRAVEL OR PEA GRAVEL.8

3WATER LINE EXTENSION SHALL BE MINIMUM 36" BELOW FINISHED GRADE. BED WATER LINE IN

CONDUIT SHALL BE SURROUNDED BY 3" OF SAND OR PEA GRAVEL

PROVIDE (3)- AWG 3/0 TYPE XHHW 600 VOLT COPPER CONDUCTORS IN 1 1/2" SCHEDULE 40 PVC CONDUIT BURIED AT 24" BELOW GRADE TO TOP OF CONDUIT.

FROM SECONDARY OF EXISTING PAD MOUNTED TRANSFORMER TO PANELBOARD MAIN CIRCUIT BREAKER, BOND TO PANEL GROUND BUS UTILIZING AWG 4 COPPER

PROVIDE NEW 3/4" X 10' COPPER CLAD GROUND ROD DRIVEN FULL DEPTH INTO THE EARTH.

ELECTRICAL SITE PLAN NOTES:

CONNECT TO EXISTING WATER MAIN APPROXIMATELY 20 FEET FROM NORTH WEST CORNER STRUCTURE. ROUTE TO BE DETERMINED BY CONTRACTOR

FINISH GRADES SHALL BE SLOPED AWAY FROM NEW BUILDING

ROUTE TO BE DETERMINED BY CONTRACTOR

CONNECT TO EXISTING CAPPED SEWER LINE APPROXIMATELY 20 FEET NORTH FROM STRUCTURE

2" WATER LINE

4" PVC SEWER

CONCRETE STOOP

4'4" X 6'6"

MINIMUM 3" OF GRAVEL BELOW PIPE AND 12" OF GRAVEL ABOVE PIPE. MATCH EXISTING WATER MAIN MATERIAL

" - 1" CLEAN GRAVEL OR PEA GRAVEL.8

3WATER LINE EXTENSION SHALL BE MINIMUM 36" BELOW FINISHED GRADE. BED WATER LINE IN

C.0006246

LOA 05696-8J

C8204.14