Updated C-101 Utility Bldg Septic Tank.pdf

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ENLARGED PLAN

H15 THIS SHEET

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SEE NOTE 4 UNDER

GENERAL NOTES

ON THIS SHEET

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EXISTING

CONTROL

JOINTS

OUTGOING WATER

SUPPLY LINE FOR

RV HOOKUP

LOW POINT DRAIN

VALVE WITH CAP

RE-CONNECT TO

EXISTING BUILDING

SERVICE

PUMP CONTROL BOX

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EXISTING WALL MOUNTED SINK

PRESSURE

SWITCH

ISOLATION VALVE (TYP 3)

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US Army Corps of Engineers

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1"= 20'

SITE PLAN - NEW WORK

C1

20' 40'0

GENERAL NOTES:

1. REFER TO SHEET E-501 FOR "ELECTRICAL RISER DIAGRAM - NEW WORK" DETAIL

FOR ADDITIONAL REQUIREMENTS.

2. ALL NEW INTERIOR WATER PIPING SHALL BE COPPER WITH SOLDERED JOINTS.

ALL EXPOSED PIPING SHALL BE SECURELY MOUNTED AND INSULTED.

3. THE DRAWING LOCATIONS FOR ALL EXISTING UTILITIES AND

DIMENSIONS/LAYOUTS OF EXISTING STRUCTURES SHALL BE FIELD VERIFIED.

4. CONTRACTOR SHALL LOCATE THE ELECTRICAL AND COMM LINES PRIOR TO

INSTALLATION OF NEW WATER SERVICE. IF NECESSARY PROVIDE SKETCH OF

ANY ADJUSTMENT OF FINAL WATER LINE LOCATION TO COR.

KEY NOTES:

PROPOSED 1" POLYETHYLENE (PE) PIPE SHALL CONNECT EXISTING STUB

AT UTILITY BUILDING TO NEW GOVERNMENT FURNISHED FROST FREE

SPIGOT TO BE INSTALLED BY THE CONTRACTOR. REFER TO DETAIL C7 ON

SHEET C-501.

PROPOSED UNDERGROUND ELECTRICAL AND TELECOM CONDUIT. SEE

TRENCH DETAIL H1 ON SHEET C-501 AND CONDUIT LAYOUT DETAIL D15 ON

SHEET E-501.

CONTRACTOR TO BACKFILL WITH STRUCTURAL FILL, GRADE TO MATCH

EXISTING AND PLACE 6 INCHES OF TOPSOIL AND SEED. REFER TO

SPECIFICATION SECTION 31 23 00 EXCAVATION AND FILL FOR MORE

INFORMATION.

PROPOSED UNDERGROUND COMMUNICATION CONDUIT, EMPTY

WITH PULL STRING.

COMMUNICATIONS CONDUIT SHALL TURN UP AT GARAGE EXTERIOR

WALL. PROVIDE PULL STRING FOR LENGTH OF CONDUIT. PULL STRING

SHALL EXTEND 18" BEYOND CONDUIT. CAP CONDUIT WITH

WATERPROOF SEAL FOR FUTURE USE.

COMMUNICATIONS CONDUIT SHALL TURN UP AT UTILITY POLE. REFER

TO DETAIL F10 ON SHEET E-501 FOR ADDITIONAL REQUIREMENTS,

EXCEPT COMMUNICATIONS CONDUIT SHALL BE EMPTY WITH PULL

STRING. PROVIDE PULL STRING FOR LENGTH OF CONDUIT.

POWER CONDUIT SHALL TURN UP AT UTILITY POLE. REFER TO DETAIL

F10 ON SHEET E-501 FOR ADDITIONAL REQUIREMENTS. COORDINATE

WITH EVERSOURCE.

PROPOSED GOVERNMENT FURNISHED FROST FREE SPIGOT TO BE

INSTALLED BY THE CONTRACTOR. REFER TO THE GOVERNMENT

FURNISHED EQUIPMENT APPENDIX ATTACHED TO THE SPECIFICATION

FOR MORE INFORMATION.

PROPOSED GOVERNMENT FURNISHED CONTRACTOR INSTALLED

NON-METERED RV POWER OUTLET PEDESTAL. UNIT IS SURFACE

MOUNTED. REFER TO THE GOVERNMENT FURNISHED EQUIPMENT

APPENDIX ATTACHED TO THE SPECIFICATION FOR MORE

INFORMATION. REFER TO A1 ON E-501 FOR ADDITIONAL DETAIL.

LOCATION OF NEW POWER PANEL PP-G. REFER TO DETAIL A1 SHEET

E-501 FOR ADDITIONAL REQUIREMENTS.

CONTRACTOR SHALL TOP THE HATCHED AREA WITH GRAVEL. FINAL

GRADE SHALL RUNOFF AWAY FROM STRUCTURE. REFER TO DETAIL C2

ON SHEET C-501.

PLACE 6 INCHES OF TOPSOIL AND SEED, FINISH GRADING TO

MATCH EXISTING. REFER TO SPECIFICATION SECTION 31 23 00

EXCAVATION AND FILL FOR MORE INFORMATION.

INSTALL SEDIMENT CONTROL BARRIER. REFER TO DETAIL

J13 ON SHEET C-501.

HANDHOLE HH-1. REFER TO E-501 FOR ADDITIONAL REQUIREMENTS.

HANDHOLE SHALL BE INSTALLED PER EVERSOURCE

REQUIREMENTS.

SEE DETAIL A1 ON SHEET E-501 FOR ADDITIONAL REQUIREMENTS.

PROPOSED 1" PE PIPE SHALL CONNECT FROM EXISTING WELL TO

UTILITY BUILDING MECHANICAL ROOM. RUN WATER PIPING BELOW

FROST DEPTH.

SAWCUT ASPHALT PAVEMENT, REMOVE AND DISPOSE OF REMOVED

PAVEMENT AT AN APPROVED OFFSITE LOCATION. TRENCH WIDTH AND

DEPTH SHALL BE KEPT TO A MINIMUM BUT MADE WIDE ENOUGH TO MEET

THE REQUIREMENTS FOR INSTALLATION OF NEW WATER LINE. RESTORE

DISTURBED AREA WITH NEW HOT MIX ASPHALT AS PER DETAIL J7 ON

SHEET C-501 AND REFER TO SAWCUT DETAIL D12 ON SHEET C-501.

CONNECT NEW WATER DISTRIBUTION PIPE TO EXISTING WATER

WELL FEED. PIPE CONNECTION AND DISTRIBUTION PIPE SHALL

INSTALL BELOW FROST DEPTH.

NEW WELL PRESSURE TANK, WALL MOUNTED PUMP CONTROLLER, AND

PRESSURE SWITCH TO BE LOCATED IN EXISTING BATHROOM ADJACENT

TO MECHANICAL ROOM. CONTRACTOR SHALL PROVIDE ALL REQUIRED

COMPONENTS FOR A COMPLETE AND OPERATIONAL WELL WATER

SYSTEM THAT IS CAPABLE OF SUPPLYING THE EXISTING AND NEW

WATER FEEDS FOR THE PROJECT INCLUDING ALL ELECTRICAL &

CONTROL WIRING AND CONDUITS AS REQUIRED. CONTRACTOR SHALL

COORDINATE THE FINAL EQUIPMENT LOCATIONS AND PIPE

PENETRATION LOCATIONS WITH THE COR PRIOR TO INSTALLATION.

NEW WELL WATER ENTRY PIPES, OUTGOING WATER SUPPLY PIPES AND

ELECTRICAL CONDUITS SHALL BE ROUTED BELOW EXISTING UTILITY

BUILDING FOOTING AND PENETRATE THROUGH EXISTING BUILDING

CONCRETE SLAB INTO MECHANICAL ROOM. CONTRACTOR SHALL TAKE

INTO CONSIDERATION EXISTING WALL BEARING SPAN FOR LOCATING

CONCRETE SLAB CUT LOCATIONS FOR NEW UNDERGROUND PIPING.

ALL ABOVE GRADE PIPING AND VALVES SHALL BE LOCATED ADJACENT

TO THE EXISTING WALL TO BE OUT OF THE NORMAL TRAVEL PATH OF

THE DOOR AND ROOM. IF CORES THROUGH FOUNDATIONS REQUIRED,

THEY SHALL BE AT A MINIMUM OF 4 FEET BELOW GRADE AND THE TWO

PIPES SHALL PASS THROUGH THE SAME CORE. REFER TO DETAIL H9 ON

SHEET C-502.

CONTRACTOR SHALL PROVIDE NEW POWER FEED FROM EXISTING

ELECTRICAL PANEL LOCATED IN THE MECHANICAL ROOM TO POWER

THE NEW PUMP CONTROL PANEL. CONTRACTOR SHALL PROVIDE THE

FEED IN ALIGNMENT WITH ALL REQUIREMENTS OF THE NEC.

ELECTRICAL WIRE FROM PUMP CONTROL BOX TO WELL PUMP SHALL

FOLLOW THE SAME ROUTING AS THE INCOMING WATER LINE FROM THE

WELL PUMP.

CONTRACTOR SHALL DISASSEMBLE FLOATING LAMINATE FLOORING,

STORE IN A PROTECTED, DRY LOCATION AND REASSEMBLE UPON

COMPLETION OF WORK. ONTRACTOR SHALL INSTALL A NEW NEOPENE

UNDERLAYER ON THE AFFECTED AREA. CONTRACTOR TO THEN

REMOVE EXISTING CONCRETE SLAB, AND EXCAVATE AS REQUIRED TO

RUN NEW INCOMING/OUTGOING WATER LINES. C AFTER NEW WATER

LINES ARE INSTALLED, VOID IS TO BE FILLED WITH STRUCTURAL FILL

AND CONCRETE SLAB IS TO BE REPLACED PER DETAIL SHOWN ON

C-502. WATER PIPES ARE TO BE SLEEVED THROUGH THE NEW SLAB.

ENLARGED PLAN - UTILITY BUILDING

SCALE: N.T.S

H15

SHADED SIDEWALK TO BE REMOVED AND REPLACED MATCHING

EXISTING. REFER TO DETAIL D1 SHEET C-502.

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