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BASE MAP FROM SURVEY BY CHARLES 0. BRANDT, RPLS NO 4344 DATED 8/18/00
2.
CONTRACTOR TO NOTIFY CITY OF LA PORTE DEPARTMENT OF PUBLIC WORKS 1
AT 281—471-9650 AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION. I
3.
CONTRACTOR SHALL NOT OPEN OR CLOSE AND WATER VALVES. THE CITY OF
LA PORTE DEPARTMENT OF PUBLIC WORKS WILL LOCATE AND OPEN AND CLOSE
ALL WATER VALVES.
4.
CONTRACTOR SHALL NOTIFY THE UTILITY COORDINATING COMMITTEE AT LEAST 48 1
HOURS PRIOR I V S TAR T iiJ^v C' IN I RU%l I VIN AND SHALL COMPLY IN ALL RESPECTS
1'
WITH O.H.S.A., SECTION 1926.651 GENERAL EXCAVATION REQUIREMENT.
5.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF LA PORTE STANDARD
SPECIFICATIONS AND DETAILS.
119,948.23 SQ. FT.
1" PVC SHC 40
WATER LINE
2.75 AC
APPROVED FOR ONSTRUCTION BY CITY OF LA PORTE:
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CITY ENGIOVER DATE
3+85
EXISTING CONCRETE 1 - 8X6 TEE
PARKING AREA 1 - 6" G.V. & B.
1 - FIRE HYDRANT
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DATE: 12=05-00
JOB NO. 3378-00
SCALE:
HORIZ: 1 " = 20'
VERT: 1 " = 2'
DRAWN: TM
CHECKED:
CAD FILE: 3338_ 00
SHEET
OF 3
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SHALL BE
DOUBLE -WRAPPED IN
PLASTIC PRIOR TO
BACKFILL
FIRE HYDRANT TO BE
AMERICAN DARLING OR
MUELLER CENTURION
GRAVEL OR
BROKEN STONE
CONCRETE THRUST BRACING
CLASS "B" CONCRETE
18" X 18" X 4" CONC. PAD j
PLAN
HYDROLOCK REQUIRED
FACE TO STREET
6" GATE VALVE
CONCRETE THRUST
BRACING
CLASS 'B" CONCRETE
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WATER
MAIN
ALL THREAD TIES
ELEVATION
STANDARD INSTALLATION OF FIRE HYDRANT
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2' HMAC TYPE 'D'
HARRIS CO. MIX DESIGN
PROP
WATER MAIN
CEMENTSAND
@ 1 1/2 SACK/TON
COMPACTED L95% amon�-
ASPHALTTDRIVEWAY CROSSING DETAIL
STAKE PROPERTY LINE
1 _ FINISHED GRADE
NOTE: A 2X2X2'-0'STAKE
BENDS NOT TO EXCEED SHALL BE PLACED /N THE
TAPPING COLLAR OR MANUFACTURERS SURFACE DIRECTLY ABOVE
SADDLE (STAINLESS STEEL) RECOMMENDATIONS WYE. STAKE SHALL BE
EXPOSED VA PAINTED BLUE.
PVC MAIN
NIPPLE, RED D. LENGTH, WITH ADAPTER,
CURB STOP d STEEL INSERT
APTER
(SINGLE SERVICE)
CORPORATION
1'1.0, FOR SINGLE SERVCE )•X1"X1• X 71/1•SPREAD MBRANCH WITH
1•I.D.FORDOUBLE
STOP It INSERT
2 CURB STOPS, SERVICE (POLYETHYLENE) PIER, 8 STEEL INSERT
(DOUBLE SERVICE)
SERVICE CONNECTION
AS REQ(
BY VALV
#4 REI
EACH WAY
90o 1( i4) BEND
( SF MF(TIAA'I(.iI hq\T F17TIA71N,
4
22 1120 (1116) OR 450 (118)
r T/1nT7/i AT•TAT nr"ATTI
nUf\_lL.V/V Ll1L. DL•LVL_/
CSE JIECH-t \'ICAL JOINT FITTINGS)
SECTION "A -A"
)L'SE MECHAATCiL 101.1.7 FITTINGS,
CASING LENGTH CALLED FOR ON PLAN AND PROFILE SHEETS
3'
(MIN.)
WELDED STEEL PIPE CASING I.D. OF
CASING PIPE TO BE A MIN. OF 2' LARGER
THAN O.D. OF BELLS ON SANITARY
OMPACTED
4CKFILL
DITCH
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CROSS
I L'.SE ifECHAATCAL JOINT FITTINGS)
A
SECTION "B-B"
(USE MECHiNI C 1. IOIAT FITTINGSI
AS COMPACTED
=Q'D. BACKFILL
3" THRU 6" VALVES 1'-3" SQ. ,
8" THRU 14" VALVES 1'-6" SQ.
FRS AT 18" O. C.
EACH WAY
SET VALVE IN
CEMENT GROUT
WYE
I St. 1N( HAAIC.41. JOI\I tIT-11\OS)
NOTE. Fittings, valves and pipe joints shall be
secured with mechanical joint restraints. These
restraints shall be EBAA Iron 2000 PV for fittings and
EBAA Iron Series 15001or pipe joints or approved
equal.
450 (118) VERTICAL BEND
I L'SE MECHASICI L JOINT F1TT1.\'GSI
PRECAST CONCRETE PAD
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6" FULL WRAP
BANK SAND BEDDING
MIN.
VALVE BOX
TIV0,PIECE SCREW TYPE
NATURAL GROUND
6'
TURAL BACKFILL
WATER MAIN
BEDDING CROSS SECTION
VALVE
GALV. PIPE
WATER MAIN
TAPPED PLUG
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DATE:
7-19-00
JOB
NO, 3378 -00
SCALE:
CASING SKIDS AT BELL AND
SPIGOT ENDS OF CARRIER NOT TO SCALE
MALONEY PIPE AND AT MIDSPAN OR 10' BORE PIT (IF BLOW -OFF DETAIL
MUL TIFLEX O. C. OR WHICHEVER IS LESS BLOCKING FOR GATE VALVES
SHOWN ON _ (USE MECHANICAL JOINT FITTINGS)
(MOLDED END
SEAL OR STEEL CASING OR SDETAIL PLANS) DRAWN: FLH
EQUAL) EACH 14" &SMALLER USE MECHANICAL lO1AT FITTINGS
END (N.T.SJ CHECKED:
CAD FILE: 3349 -OOD
SHEET
OF 3
JAMES F. BECK, H. CARLOS SMITH ENGR. g SUR. INC. 8/15/00 9,19 PM 3349-OOD.dwg
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