Amend_0006_FY20PN86021-RB-CU101.pdf

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PROPOSED CONSTRUCTION

TRAILER & PARKING AREA

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TIE-IN #4

SD #4

TIE-IN #3

TIE-IN #2

SD #3

SD #2

SD #1

SD #5

SD TIE IN

TIE-IN #8

TIE-IN #7

TIE-IN #6

TIE-IN #5

TIE-IN #1

GRATE INLET

TOP: 346.10

GRATE INLET

TOP: 342.27

EXISTING READY

BUILDING T-4334

FFE = 344.50

EXISTING

COMPANY

ADMINISTRATION

FACILITY T-4034

FFE = 344.50

GRATE INLET

TOP: 342.27

GRATE INLET

TOP: 342.37

GRATE INLET

TOP: 342.39

GRATE INLET

TOP: 342.26

GRATE INLET

TOP: 342.75

GRATE INLET

TOP: 343.16

GRATE INLET

TOP: 342.81

GRATE INLET

TOP: 342.52

GRATE INLET

TOP: 343.06

GRATE INLET

TOP: 342.95

PROPOSED

READY BUILDING

FFE = 344.70

NEW 4" DOMESTIC WATER CONNECTION

WITH GATE VALVE (BY ASUS)

NEW 1" GASLINE CONNECTION. REFER

TO MECHANICAL/PLUMBING SHEETS.

NEW 6" SANITARY SEWER

CONNECTION. REFER TO

PLUMBING SHEETS.

AMERICAN STATES UTILITY SERVICES

(ASUS) TO PROVIDE SEWER MAIN SERVICES

UP TO BUILDING WITH CLEANOUT WITH A

MINIMUM OF 5' OR A POINT OF

DEMARCATION AS SPECIFIED BY ASUS.

CONTRACTOR SHALL COORDINATE WITH

DPW REGARDING GAS TIE-IN LOCATION.

ALIGNMENT ONLY SHOWN FOR

PRELIMINARY LAYOUT PURPOSES. GAS LINE

SHALL BE METERED. METER LOCATION

SHALL BE COORDINATED WITH DPW.

NEW CLEANOUT, TYP. BY ASUS

NEW 6" FIRE WATER LINE

WITH GATE VALVE. REFER

TO FIRE PROTECTION

SHEETS

AMERICAN STATES UTILITY SERVICES

(ASUS) TO PROVIDE WATER MAIN SERVICES

UP TO BUILDING WITH METER, RPZ

BACKFLOW PREVENTER, AND POST

INDICATOR VALVE. THE CONTRACTOR

SHALL INSTALL PIPING UP TO A MINIMUM OF

5' OR A POINT OF DEMARCATION AS

SPECIFIED BY ASUS.

NEW BOLLARDS TO BE

PLACED TO PROTECT

NEW UTILITIES, TYP. SEE

DETAIL 1, SHEET CI503

FIRE WATER BFP (BY ASUS)

WILL HAVE TAMPER SWITCH.

NEW 6" SANITARY SEWER

CONNECTION. REFER TO

PLUMBING SHEETS.

PROVIDE 1

" SCHEDULE 40 LP GAS SUPPLY

WITH LP GAS RATED SHUT OFF VALVE AND

ADUSTABLE VALVE BOX RATED FOR HEAVY

TRAFFIC WITHIN 5' OF TIE-IN POINT. VALVE

BOX SHALL BE LABELED "GAS" ON COVER AND

BE INSTALLED FLUSH WITH EXISTING GRADE.

METAL LOCATING TAPE SHALL BE PROVIDED

AT A MAXIMUM OF 30" BELOW FINISH GRADE.

NEW TRANSFORMERS.

REFER TO ELECTRICAL

SHEETS. ELECTRICAL

CONNECTION AND

ALIGNMENT BY SANDHILL

UTILITY SERVICES.

NEW UNDERGROUND POWER LINE.

REFER TO ELECTRICAL SHEETS.

TIE IN TO EXISTING

SECURITY CONDUIT

CURRENTLY CAPPED FOR

FUTURE USE.

NEW UNDERGROUND

CONDUIT WITH TAMPER

SWITCHES AND HOT BOX

CONNECTION. SEE SHEET

ES101 FOR DETAILED

POWER TELECOMM AND

SECURITY INFORMATION.

INSTALL WIND SCREEN FABRIC

PANELS BETWEEN EXISTING

BOLLARDS. SEE DETAIL #2 ON

THIS SHEET.

(12)

" YARD HYDRANTS SUPPLIED

WITH 1-1/2" C.W. PROVIDE (6)

BOLLARDS (FIRST FLOOR ONLY)

(12)

" YARD HYDRANTS

SUPPLIED WITH 1-1/2" C.W.

PROVIDE (6) BOLLARDS

(FIRST FLOOR ONLY)

RPZ AND ISOLATION VALVES WITHIN

AN INSULATED VALVE BOX .

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CU101

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SCALE: 1" = 40'

COMPOSITE UTILITIES PLAN

GENERAL NOTES

1. REFER TO PLUMBING/MECHANICAL SHEETS FOR INTERIOR

CONNECTION INFORMATION.

2. ALL NEW UTILITY CROSSINGS TO HAVE A MINIMUM OF 18"

SEPARATION DISTANCE BETWEEN EACH OTHER AND ANY

EXISTING UTILITIES.

3. UNDERGROUND ELECTRIC LINE LOCATION HAS NOT BEEN FIELD

LOCATED AND IS UNKNOWN. CONTRACTOR SHOULD TAKE ALL

SAFETY PRECAUTIONS WHEN EXCAVATING FOR UTILITIES ON

THIS SITE.

4. ELECTRICAL CONNECTION INFORMATION COMPILED FROM

CURRENT SURVEY INFORMATION AND AS BUILT DRAWINGS BY

CAPE FEAR ENGINEERING DATED MAY 20, 2015.

5. WALK OFF GRATE SHALL, AT MINIMUM, COVER THE ENTIRE DOOR

WIDTH. WALK OFF GRATE DRAIN LINES ARE TO BE 6 IN. PVC AT 1%

MINIMUM SLOPE.

6. COORDINATE NEW COMMUNICATION, ELECTRICAL, SECURITY,

SEWER, AND WATER LINES TO ENSURE THAT THERE IS NO

CONFLICT BETWEEN LOCATION OF THESE NEW LINES WITH THE

WALK OFF GRATES AND THEIR ASSOCIATED DRAIN LINES.

TRUE

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SHEET ID

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RTA SUBMITTAL

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KEY PLAN

GRAPHIC SCALE

1" = 40'

40'0 80'20'

NOTE

WIND SCREEN FABRIC PANELS (1 OF 4)

SHALL SPAN BETWEEN EXISTING BOLLARDS.

A NEW 2x2 ANGLE WITH THREE SLOTTED

OPENINGS SHALL BE WELDED TO EACH

BOLLARD AS SHOWN. FABRIC PANEL WITH

THREE INTEGRAL GROMMETS (ON EACH

END OF PANEL) SHALL BE ATTACHED TO

SLOTTED OPENINGS WITH ZIP-TIES.

EXISTING BOLLARD HEIGHTS AND THE

DISTANCE BETWEEN BOLLARDS SHALL BE

FIELD VERIFIED PRIOR TO FABRICATION OF

WIND SCREEN FABRIC PANELS AND

COMPONENTS.

NOT TO SCALE

WIND SCREEN DETAIL

EXISTING STEEL

BOLLARD (1 OF 4)

WELDED ANGLE

2" X 2" X

" TO BOLLARD

INTEGRAL METAL GROMMET

(1 OF 6 PER WIND SCREEN PANEL)

1/2" X 1 1/2" SLOT (TYP)

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DUMPSTER ENCLOSURE

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ETR

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1X2FT E-BOX

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CONNEX TRAILER STORAGE

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CONNEX TRAILER STORAGE

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CONNEX TRAILER STORAGE

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CONNEX TRAILER STORAGE

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EXISTING DETENTION POND

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TENT

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CONX STOR.

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CONX STOR.

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EXISTING COVERED SHELTER

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CONX STOR.

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TENT

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TWO STORY BRICK& BLOCK BUILDING

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TWO STORY BRICK& BLOCK BUILDING

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EXISTING WALL

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WALL

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EXISTING CLOTHES LINES

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DIRT DRIVE

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SPECIAL FORCES WAY (ASPHALT PAVING)

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A-TEAM ROAD (ASPHALT PAVING)

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SPECIAL FORCES WAY (ASPHALT PAVING)

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A-TEAM ROAD (GRAVEL PAVING)

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US

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SPECIAL FORCES WAY

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A-TEAM RD

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11TH ABN DIV RD

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A-TEAM RD

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SPECIAL FORCES WAY