HomeMy WebLinkAboutpg 5PLAN
ELEVATION OA
.,
HINGED ACCESS HATCH
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20"
PLASTIC
LID
14"
co
26"x20" Rcr` AAIGI a AD
VI
12.0
ISOMETRIC
21 1/2"
SHOWN WITH EXTENSTION
TYPICAL METER BOX DETAIL FOR 1" SERVICE
NO SCALE
SYM.
SERVICE LINE
FROM STREET
1' FROM EDGE OF ROW
PLASTIC LID WITH CAST IRON
LID IN CENTER
9„
or X
D-
w
d
0
Of
a
1 �X 18"
B SS . NIPPLE
1" Inch Gate Valve
Required on
Customer side
Within 12 Inches of
the Meter Box
METER SETTER - .<
CENTERED
IN BOX METER TO BE INSTALLED P.R.V. Location down stream of the cut-off valve
BRICK SUPPORT
1. METER AND SERVICE LINE NOT IN CONTRACT UNLESS SPECIFIED
2. INCLUDE STONE IN PRICE OF METER BOX.
3. METER SETTER SIZE AS NOTED ON PLANS.
4. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE.
METER SETTER WITH
DOUBLE CHECK VALVE
(BACKFLOW PREVENTER)
TYPICAL 1" METER SETTER INSTALLATION DETAIL( W
NO SCALE 16
NOTES:
1. INSTALL METER BETWEEN SIDEWALK AND CURB.
2. "TWO (2)-3/4" SERVICE LINES MUST BE INSTALLED
INSIDE A 2 SLEEVE.
3. "TWO (2)-1" SERVICE LINES MUST BE INSTALLED
INSIDE A 3" SLEEVE."
4. SLEEVES SHOULD BE SCHEDULE 40 PVC PIPE.
5. SEE DETAIL FOR SERVICE MATERIAL AND METER
LSI SETTING
Z 6. SERVICE LINE SHALL BE 3' BELOW FINISHED GRADE
OF DITCHES.
7. CONDUIT MUST EXTEND PAST PREPOSED SIDEWALK.
SIDEWALK
1'
6'
2" PVC SLEEVE W/ 3/4" CARRIER
i ! 1 ti INNER i 30000 e: e: e0000 i e: >:
STREET
WATERMAIN
12" MIN i 1111111I`44*_�
SINGLE 3/4" SERVICES
_TERS SHOULD BE >"
F -
INSTALLED 3' OFF W W
PROPERTY LINE 0__
O
Ir
a
TYPICAL DOMESTIC WATER SERVICE INSTALLATION DETAIL
NO SCALE
W
12
EXISTING AS NOTED ON PLANS
ROAD
Z
NEW WATER LINE
GENERAL WATERLINE NOTES
1. CONTRACTOR SHALL REPAIR ALL WATER
LATERALS, AND MAINS DAMAGED DURING
CONSTRUCTION. THE CONTRACTOR SHALL REPORT
IMMEDIATELY ALL WATER MAIN AND LATERAL BREAKS
TO HARNETT COUNTY DISPATCHER AND TO THE
OWNER'S REPRESENTATIVE AND SHALL INITIATE
IMMEDIATE REPAIRS TO HARNETT COUNTY
STANDARDS. CONTRACTOR SHALL NOT OPERATE
HARNETT COUNTY WATER MAIN VALVES WITHOUT
HARNETT COUNTY APPROVAL AND SHALL
COORDINATE ALL VALVE CLOSINGS WITH THE
HARNETT COUNTY WATER AUTHORITY. THE
CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH
WATER SYSTEM IN THE AREA SO AS TO LESSEN THE
CHANCE OF SERVICE INTERRUPTION.
2. THE CONTRACTOR SHALL NOT USE HOUSE HOSE
BIBBS OR ANY OTHER METHOD OF BLOW OFF WHICH
ALLOWS DOMESTIC WATER CONTAINING SEDIMENTS
OR HIGH LEVELS OF CHLORINE TO PASS THRU
RESIDENT'S METERS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL DAMAGES RESULTING FROM
ALLOWING "DIRTY" WATER TO ENTER RESIDENT'S
PLUMBING SYSTEM, SUCH AS WATER HEATERS,
STAINED CLOTHING, CLOGGED SCREENS, ETC.
ROAD SHOULDER
BACKFILL AS
INDICATED
dz�oa
Nm
45' BEND
SERVICE LINE TO
CORPORATION METER CONNECTION
COCK-A.Y. MCDONALD
SERVICE SADDLE - A.Y. MCDONALD OR EQUAL
STYLE HINGED 3891 FOR 3/4"
SERVICE SADDLE - A.Y. MCDONALD OR EQUAL
TRENCH WIDTH
PIPE O.D. + 18" FOR PIPES UNDER 33" O.D.
NOTE: PIPE O.D. + 24" FOR PIPES OVER 33" O.D.
1. "SERVICE CONNECTION" IN PROPOSAL TO INCLUDE SERVICE SADDLE,
45' BEND, CORPORATION COCK AND ALL LABOR INVOLVED IN
MAKING A COMPLETE SERVICE CONNECTION.
2. SERVICE PIPING TO BE 3/4" COPPER OR POLYETHELENE (SEE SPECS)
3. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE
TYPICAL WATER SERVICE CONNECTION
USING TAPPING SADDLE DETAIL
NO SCALE
W
13
DATE o u b l e �" ��i NOV/2015
.4,04.0- Es MANNA CHURCH WATER SERVICE DETAILS
DATE
• Q� L
*E
ANDERSON CREEK CLUB
PLLC
nglneering, GINJ�� COMMERCIAL LOT #4 PRELIMINARY - FOR REVIEW ONLY
r. 1-A-95
D-2
110 Commerce Ave. e Southern Pines, NC 28387 •(910) 684-8126 •Cert. No. P-1275 '"" q.- -lr? SHEEr NO.