HomeMy WebLinkAbout1.2-7044 Ph 1 & 2 Record Drawingzo
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EXIST. ZONE = R-1
PARCEL 2
PARCEL MAP NO. 10155
P.M. BK 49. PGS. a2-83
STORM DRAIN IMPROVEMENTS
UNIT
PHASE 1
ONSITE
PHASE I
OFFSITE
PHASE2
ONSITE
TOTAL
18" STORM DRAIN
LF
2208
-
625
2833
24" STORM DRAIN
LF
267
-
426
693
30" STORM DRAIN
LF
65
-
-
65
STORM DRAIN MANHOLES
EA.
10
-
5
is
CATCH BASINS
EA.
6
-
7
13
OUTLETSTRUCTURE
EA.
I
I -
I
SEWER IMPROVEMENTS
6" SEWER LINE
LF
1062
483
1545
8" SEWER LINE
LF
2570
1916
1097
5583
4" LATERALS
LF
2630
1281
1900
5811
STANDARD MANHOLES
EA.
13
7
4
24
CLEANOUTS
EA.
3
0
1
4
STAMP AN OS� INTO CURB FACE
OVER EACH SEWER LATERAL
q MUL11PLE UTILITY
TRENCH SEWER MAIN
It 5'
H5
T�p
T�
FINISHED STREET
GRADE
TO 7' MAXL ______TWP- — 0
1% MIN.
1% MIN.
ON DEEP SEWER. SLOPE LATERALS SET LATERAL PROVIDING PROPER
CLEARANCE UNDER WATERLINE AND
LATERAL IS WVTHIN REQUIRED UTILITY TRENCHES
TO LOT LINE SO THAT THE END OF
TOLERANCE.
DETAIL
TYPICAL SEWER LATERAL INSTALLATION
FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS.
THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH.
THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS MEN
CROSSING OVER THE WATERMAIW
A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A
CONTINUOUS 20' SECTION OF CLASS 200 (DR 14 PER AWWA C900) PLASTIC
PIPE OR EQUIVALENT. CENTERED ON THE PIPE BEING CROSSED.
NOTE: CONTRACTOR TO VERIFY THAT WATER
MAIN AND SEWER LATERAL CROSSINGS
ARE IN CONFORMANCE WITH CAUFORNIA
HEALTH CODE REQUIREMENTS.
EXIST. ZONE = R-1
TRACT NO. 6916 UNIT 2
M.S. 61, PGS 109-111
KEY MAP DENOTES SHEET NUMBER
SCALE: 1" = 200'
LEGEND
------ _,"11111111150 iiiiiiiiiiiiii ' I 1 4
m1h 1 11011 NX:4 mm;mq =
KERN COUNTY CALIFORNIA
SEWER & STORM DRAIN CONSTRUCTION PLANS
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FOR
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TRACT NO. 7044 PHASES 1 & 2
CIVIL ENGINEER:
MCINTOSH & ASSOCIATES
2001 WHEELAN COURT
WIN
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BAKERSFIELD, CA 93309
CONTACT PERSON — ROGER MCINTOSH
(661) 834-4814
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BENCHMARK:
g±IAKqS__
RDA
;51 T. 30S., R27E.,
NORTHEAST CORNER OF CONCRETE ENCASEMENT AT THE
CENTERLINE INTERSECTION OF PANAMA LANE AND BUENA
5:
VISTA ROAD.
PAN kNE
ELEVAnON 348.61' (U.S.G.S. DATUM)
PROJECT
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im
I
01
'e
BASIS
OF
BEARINGS:
BERKSHILE
ROAD
0
20
THE BEARING OF N 89*08'46" W SHOWN FOR THE
EAST —WEST LINE OF SECTION 30, T. 30 S., R. 27
E. AS SHOWN ON PARCEL MAP No. 10155
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RECORDED IN PARCEL MAP BOOK 49, PAGES 82
M TC
MCCUTCHEN
ROAD
AND 83 IN THE OFFICE OF THE KERN COUNTY
RECORDER WAS USED AS THE BASIS OF BEARINGS
SHOWN HEREON.
VICINITY
MAP
NOT TO SCALE
INDEX OF SHEETS
SHEET TITLE
1� COVER SHEET
2. NOTES & SPECIFICATONS
3. YUKON RIVER AVENUE
4. MARTIAN RIVER STREET & BREITENBUSH AVENUE
5. LAKE BRACCIANNO AVENUE
6. KOYUK RIVER STREET
7. LAKE GARDA STREET, COW CREEK WAY & SCRIVIA COURT
8, CHETCO RIVER STREET & LAGO PUCCINNI STREET
9. SUMP EXHIBIT
10. OFF —SITE IMPROVEMENTS
11. OFF —SITE IMPROVEMENTS
NOTE:
PHASE I & 2 ARE TO BE CONSTRUCTED SIMULTANEOUSLY.
NOTE: 1. PRIOR TO THE START OF ANY PHASE OF
CONSTRUCTION, THE CITY CONSTRUCTION
INSPECTION DEPARTMENT SHALL BE GIVEN
24 HOURS NOTICE TELEPHONE 326-3049
NO CITY INSPECTIONS WILL BE GIVEN FOR THE
WORK IN THIS AREA UNTIL A STREET PERMIT
WTH APPROPRIATE SECURITY AND INSURANCE
HAS BEEN OBTAINED.
Z ALL MATERIALS SUPPUED FOR THIS PROECT
WILL REQUIRE A CERTERCATE OF COMPLIANCE
STATING THAT THE REQUIREMENTS & STANDARDS
SET FORTH BY THE CITY OF BAKERSFIELD HAVE
BEEN MET.
FL/VL
FLOWLENE RIW
RIGHT-OF-WAY
C.L
GENTERUNE M.H./MH
MANHOLE
TO 7' MAX.
ELEV.
ELEVATION SMH
SEVEN MANHOLE
C.O.8.
CITY OF BAKERnELD SDMH
STORM DRAIN MANHOLE
T.O.M.
TOP OF MANHOLE CB
CATCH BASIN
T.O.C.
TOP OF CLEANOUT GB
GRADE BREAK
INV.
INVERT S/W
SIDEWALK
EL./ELEV-
ELEVATION FH
FIRE HYDRANT
PA
PROPERTY UNE O.W.S.
DESIGN WATER SURFACE
�SURFACE MARKER FOR
FP.
EDGE OF PAVEMENT XEHN
EX. RIGHT-OF-WAY
LATERALS PER C.O.B. STD. S-1
EX./EXIST
EXIS71NG CWS
CITY WATER SERVICE
C/G
CURB & GUTTER STD.
STANDARD
0
SURVEY MONUMENT
8 PROPOSED GATE VALVE & VALVE
BOX - SEE CWS KAN
0
STORM DRAIN MANHOLE TYPE *A0
EXISTING GATE VALVE
PER CO.B. STANDARD.
W PROP= FIRE HYDRANT
MUM
CATCH BASIN WITH 3.5' OPENING
ASSEMBLY - SEE CWS PLAN
PER COS. STANDARD DETAIL S-1Z
V EXISYING FIRE HYDRANT
UNLESS OTHERWISE NOTED.
6 PROPOSED 2* BLOWOFF
(D
CONSTRUCT SEWER MANHOLE TYPE 'A'
ASSEMBLY - SEE CWS PLAN
PER C.O.B. STANDARD DETAIL S-7.
/_PIPE SIZE
0
CONSTRUCT SEVER CLEANOUT PER
80S—UTEUTY..
COB. STANDARD DETAIL S-2D.
W-WATER S-SEWER
(D
EXISTING SEWER MANHOLE
G-GAS D-DRAIN
ENGINEEROS STATEMENT
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR
UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND
BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES. STANDARDS,
AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS
OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON
THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF
THOSE ORDINANCESt STANDARDS AND DESIGN CRITERIA SHALL BE
CORRECTED DURING CONSTRUCTION AND SUCH CORRECTtONS
SHALL BE REFLECTED ON CORRECTED PLANS SUBMITTED TO THE
CITY ENGINEER.
AralwA1111
R.C.E. 55102
2-7-2-46
DATE
IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE
IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD
PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS ARE PUBLIC AND ARE TO
BE PUBLICLY MAINTAINED.
APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS
R.C.E. NO. 61069
-7�) 1 0 20 zo
REVIEWED BY: STUART J. PATTESON R.C.E. NO. 44898 DATE
ASSISTANT PUBLIC WORKS DIRECTOR
LEGEND (CONT.):
�19T'om- TOP OF MANHOLE
— - — - — - — CENTERUNE
_n CONSTRUCT STORM DRAIN PER C.O.B. STD.
�S— CONSTRUCT SEVER PER C.O.S. STANDARD
—w— PROPOSED WATER - SEE CWS PLAN
TRACT BOUNDARY
EXISTING SEWER
EXISTING WATER
EXISTING STORM DRAIN ESS
EXISTING EDGE OF PAVEMENT t�SNSp
PHASE LINE
EASEMENT LEGEND
SECTION LETTER
SHEET WHERE SECTION IS SHOWN 0* Know what'sbelow,
Call before you dig.
VAII
vw'T
1. GENERAL
CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS� LABOR, EQUIPMENT AND
SUPERVISION NECESSARY TO COMPLETE INSTALLATION.
UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS
BEFORE CONSTRUCRON. TELEPHONE 811-
CONTRACTOR TO CALL FOR LISA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS
OR ARE WHIM 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL
AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY
EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY
UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NORFIED IN ORDER
TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UnUTIES IS DEEMED NECESSARY
THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF
THE AUGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR
SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE
CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR.
CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER INES THAT
THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE
REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE.
UnUTIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO
TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE, BY
CONTRACTOR PRIOR TO TRENCHING.
ALL EXfSnNG IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GLITTER, FENCES,
ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED
AS DIRECTED BY THE CITY ENGINEER.
ALL EXISTING PAVING AND SURFACING REMOVED. DAMAGED OR UNDERCUT SHALL BE
REPLACED IN ACCORDANCE NTH THE CITY OF BAKERSFIELD STANDARD DRAWING ST-6,
EXCEPT AS NOTED ON PLANS,
STAMP AN *S� INTO THE CURB FACE OVER EACH SEWER LATERAL
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC
WORKS DEPARTMENT FOR ANY WORK PERFORMED MTHIN EXISTING ACCEPTED STREET
RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVENT AGREEMENT, APPROVED INSURANCE
AND SECURITY BASED ON AN APPROVED ENGINEER2S ESTIMATE FOR THE WORK PERFORMED
WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT
COMPACTION TESTS SHALL BE THE RESPONSIBUTY OF THE DEMELOPER/CONTRACTOR. THE
NUMBER AND LOCATION OF REWIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER
NO PUBUC WORKS INSPECTIONS WELL BE GIVEN FOR THE WORK IN THE UNDEDICATED ROADWAYS
IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED.
2. STANDARD DETAILS
THE FOLLOWNG CITY OF BAKERSFIELD STANDARDS
SHALL BE CONSIDERED PART OF THESE PLANS:
D-11, D-14, D-16. D-18
SW-11 SW_z SW-3. SW_4. SW-5. SW-6, SW-9, SW-11,
ST-6, ST-22
3. VVP INSTALLATION
MATERIALS - THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH mTRIFIED CLAY
CONFORMING TO CURRENT ASTM SPECIFICATION C-700 AND SHALL BE INSTALLED IN
CONFORMANCE NTH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS
OF THE STATE OF CALIFORNIA. DEPARTMENT OF TRANSPORTATION, CURRENT EDITION
AND THE CURRENT ASTM SPECIFICATIONS C-12.
JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END
VffWC-OMPRESSION JOINTS CONFORMING WIN THE CURRENT ASTM SPECIFICATION
C-425,
THE PIPE AND FITTINGS FOR 6", 8% 10". AND 12m SANITARY SEWER MAINS MAY
BE PLAIN -END VATH COMPRESSION COUPLINGS CONFORMING WIIH THE CURRENT ASTM
SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS
MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINUNEu
BANDSEAL COMPRESSION COUPLING. OR APPROVED EQUAL. SHALL BE ROUIRED.
THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING
LATERALS MAY BE PLAIN -END NTH COMPRESSION COUPLINGS CONFORMING WITH THE
CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEII SHEAR RINGS ARE NOT
REQUIRED)
4. ADS PIPE INSTALLATION
�
MATERIALS : PIPE AND FITTINGS SHALL MEET THE REGUIREMENTS OF THE CURRENT
ASTM SPECIFICATIONS D-2680 AND D-2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS
THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER
INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED
IN LINE ON NEW PIPELINES, CUT -IN FITTINGS ARE NOT PERMITTED.
JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE
TN —ACCORDANCE NTH THE MANUFACTURER'S RECOMMENDATIONS. MERE ABS PIPE
CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD.
INSTALLATION ; PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE NTH
THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1. 11, AND [it EMBEDMENT
MATERIALS WILL BE CONSIDERED SUITABLE.
5, PVC PIPE INSTALLATION
MATERIALS � PIPE AND FITIINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT
ASTIA SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS
THROUGHOUT AND FREE FROM CRACKS. HOLES, FOREIGN INCLUSIONS OR OTHER
INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED
IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED.
JOINTS : USE ONLY ELASTOMERIC CASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL
-§E IN -ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS MERE PVC PIPE
CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD.
INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH
THE CURRENT ASTM SPECIFICATION 0-2321. ONLY CLASS 1. 11, AND III EMBEDMENT
MATERIALS WILL BE CONSIDERED SUITABLE.
6. REINFORCED CONCRETE PIPE NTH PVC LINING.
REINFORCED CONCRETE PIPE WITH PVC LINING SHALL MEET THE FOLLOWING
REQUIREMENTS:
1.A. MATERIALS. REINFORCED CONCRETE PIPE (RCP) SHALL BE EITHER CLASS IV
OR CLASS V NTH WALLS 08" OR V. RCP SHALL MEET ASTM C 76 FOR STRENGTH,
ASTM C 361 OR AWWA C302 EXCEPT TEST PRESSURE SHALL BE 5 PSI FOR RUBBER
GASKETS, AND LINER TESTS IN ACCORDANCE VATH THE FOLLOWING PARAGRAPHS. PIPE
SHALL BE WET CAST. VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BELL
AND SPIGOT DESIGN NTH A CONTAINED O-RING GASKET.
PVC LINER SHALL BE CAST INTO THE WALL OF THE RCP AND SHALL COVER 3604
OF THE PIPE. ALL WORK FOR AND IN CONNECTION NTH THE INSTALLATION OF THE
LINING IN CONCRETE PIPE AND FIELD SEALING AND WELDING OF JOINTS SHALL BE DONE
IN STRICT CONFORMITY WTH ALL APPLICABLE SPECIFICATIONS, INSTRUCTIONS AND
RECOMMENDATIONS OF THE LINING MANUFACTURER. LINER SHALL MEET THE FOLLOWING
REQUIREMENTS.
I.B. PHYSICAL PROPER TIES OF LINER. ALL PLASTIC UNER PLATE SHEETS. WELDING
STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES
MEN TESTED AT 77-F ±5 (2WC ±3 ).
PROPER INITIAL (PAR. I.C)
TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN.
(15 MPA MIN.) (14.5 MPA MIN-)
ELONGATION AT BREAK 200% MIN. 200% MIN.
SHORE DUROMETER, TYPE 0 I -SEC. 50-60 ±5
(WIH RESPECT TO INITIAL TEST RESULT) 10-SEC. 35-50 ±5
WEIGHT CHANGE ±1.5
TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM
D412 USING DIE S. WEIGHT CHANGE SPECIMENS SHALL BE I -INCH (25-MM) BY
3-INCH (75-MM) SAMPLE& SPECIMENS FOR TESTING OF INITIAL PHYSICAL
PROPERTIES MAY BE TAKEN FROM LINER PLATE SHEET AND WELDING STRIP AT ANY
TIME PRIOR TO FINAL ACCEPTANCE OF THE WORK -
LINER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WITHSTAND A
TEST PULL OF AT LEAST IGO POUNDS PER LINEAR INCH (1800 KG/M), APPLIED
PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERIOD OF ONE MINUTE. WTHOUT
RUPTURE OF THE LOCKING EXTENSIONS OR WTHDRAWAL FROM EMBEDMENT. THIS TEST
SHALL BE MADE AT A TEMPERATURE OF 70- - 80- F(21' - 27- C) INCLUSIVE.
ALL PLASTIC LINER PLATE SHEETS. INCLUDING LOCKING EXTENSIONS, ALL JOINT,
CORNER AND WELDING STRIPS SHALL BE FREE OF CRACKS, CLEAVAGES OR OTHER DEFECTS
ADVERSELY AFFEC71NG THE PROTECTIVE CHARACTERISTICS OF THE MATERIAL THE
ENGINEER MAY AUTHORIZE THE REPAIR OF SUCH DEFECTS BY APPROVED METHODS.
THE LINING SHALL HAVE GOOD IMPACT RESISTANCE, SHALL BE FLENBLE AND SHALL
HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO 1/4-INCH (6 MM) SETTUNG
CRACKS, WHICH MAY OCCUR IN THE PIPE OR IN THE ANT AFTER INSTALLATIONS.
WITHOUT DAMAGE TO THE LINING.
I.C. CHEMICAL RESISTANCE OF LINER.* AFTER CONDITIONING TO CONSTANT
WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL
BE EXPOSED TO THE FOLLOWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 77w F ±5
(26 C ±3 ).
AT 28-DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS
SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN
ACCORDANCE NTH SECTION 7-2.03(l.B) PARA. 2 ABOVE. IF ANY SPECIMEN FAILS TO
MEET THE 112-DAY REQUIREMENTS BEFORE COMPLETION OF THE 112-DAY EXPOSURE
THE MATERIAL WLL BE SUBJECT TO REJECRON.
CHEMICAL SQWTION
CONCENTRATION
SULFURIC ACID
20%**
SODIUM HYDROXIDE
5%
AMMONtUM HYDROXIDE
5%**
NITRIC ACID
1%**
FERRIC CHLORIDE 1%
1%
SOAP
Oix
DETERGENT
0.1%
(LINEAR ALKYL BENZYL SLILFONATE OR LAS
BACTERIOLOGICAL
BOD NOT LESS THAN 700 PPM
*THIS IS TO BE USED AS A PRE -QUALIFICATION TEST AND WHEN MATERIAL
FORMULATIONS ARE CHANGED.
�VOWMETRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS.
I.D. DETAILS AND DIMENSIONS OF LINER SHEETS. LINER SHEETS SHALL BE A
MINIMUM OF 0.065 INCH (1.65 MM) IN THICKNESS LOCKING EXTENSIONS OF THE
SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED NTH THE
SHEET.
I.E. INSTALLATION OF LINING. INSTALLATION OF THE LINING, INCLUDING PREHEATING
OF SHEETS IN COLD WEATHER AND THE WELDING OF ALL ,K)INTS, SHALL BE DONE IN
ACCORDANCE VATH THE RECOMMENDATIONS OF THE LINER MANUFACTURER.
COVERAGE OF THE LINING SHALL NOT BE LESS THAN THE MINIMUM SHOWN ON
THE PLANS.
THE LINING SHALL BE INSTALLED WITH THE LOCKING EXTENSIONS RUNNING PARALLEL
NTH THE LONGITUDINAL AXIS OF THE PIPE
THE LINING SHALL BE HELD SNUGLY IN PLACE AGAINST INNER FORMS.
LOCKING EXTENSION SHALL TERMINATE NOT MORE THAN 1-1/2 INCHES (38 MM)
FROM THE END OF THE INSIDE SURFACE OF THE PIPE SECTION. JOINT FLAPS WHEN
USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE
INSIDE SURFACE.
CONCRETE POURED AGAINST LINING SHALL BE VIBRATED, SPADED OR COMPACTED IN
A CAREFUL MANNER SO AS TO PROTECT THE LINING AND PRODUCE A DENSE,
HOMOGENOUS CONCRETE, SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE
CONCRETE.
IN REMOVING FORMS, CARE SHOULD BE TAKEN TO PROTECT THE LINING FROM
DAMAGE. SHARP INSTRUMENTS SHALL NOT BE USED TO PRY FORMS FROM LINED
SURFACES. MEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN IN THE LINING SHALL
BE PULLED, WITHOUT TEARING THE LINING, AND THE RESULTING HOLES CLEARLY MARKED.
ALL NAIL AND nE HOLES AND ALL CUT. TORN AND SERIOUSLY ABRADED AREAS IN
THE UNING SHALL BE PATCHED. PATCHES MADE ENTIRELY NTH WELDING STRIP SHALL
BE FUSED TO THE LINER OVER THE ENTIRE PATCH AREA- LARGER PATCHES MAY
CONSIST OF SMOOTH LINER SHEET APPLIED OVER THE DAMAGED AREA NTH ADHESIVE -
ALL EDGES MUST BE COVERED NTH WELDING STRIP FUSED TO THE PATCH AND THE
SOUND LINING ADJOINING THE DAMAGED AREA.
HOT JOINT COMPOUNDS, SUCH AS COAL TAR, SHALL NOT BE POURED OR APPLIED
TO THE LINING
THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO
INSTALLED LINING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE
WORK.
I.F APPLICATION TO CONCRETE PIPE - SPECIAL REQUIREMENTS. THE LINING
SHALL BE SET FLUSH WITH THE INNER EDGE OF THE BELL OR SPIGOT END OF A PIPE
SECTION AND SHALL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 4 INCHES
(100 MNI) BEYOND THE OPPOSITE END DEPENDING UPON THE TYPE OF LINING JOINT
TO BE MADE NTH THE ADJOINING CONCRETE PIPE.
WHEREVER CONCRETE PIPE OR CAST -IN -PLACE STRUCTURES PROTECTED NTH LINING,
JOIN STRUCTURES NOT SO UNED (SUCH AS BRICK STRUCTURES. CONCRETE PIPE OR
CAST -IN -PLACE STRUCTURES NTH CLAY LINING OR CLAY PIPE), THE LINING SHALL BE
EXTENDED OVER AND AROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE
FOR NOT LESS THAN 4 INCHES (100 MM). THIS PROTECTING CAP MAY BE MOLDED
OR FABRICATED FROM THE LINING MATERIAL BUT NEED NOT BE LOCKED INTO THE PIPE.
MERE A PIPE LATERAL (NOT OF PLASTIC LINED CONCRETE) IS INSTALLED T14ROUGH
LINED CONCRETE PIPE, THE SEAL BETWEEN THE LINED PORTION AND THE LATERAL SHALL
BE PER THE MANUFACTURER'S RECOMMENDATIONS
UNED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS.
CARE SHALL BE EXERCISED IN HANDLING, TRANSPORTING AND PLACING LINED PIPE
TO PREVENT DAMAGE TO THE LINING. NO INTERIOR HOOKS OR SLINGS SHALL BE USED
IN LJFTING PIPE ALL HANDLING OPERATION SHALL BE DONE NTH AN EXTERIOR SLING OR
NTH A SUITABLE FORK LIFT.
ON PIPE HAVING A 3W LINER COVERAGE, THE LONGITUDINAL EDGES OF THE
SHEET SHALL BE BUTT WELDED. MEN PIPE TUBES ARE FURNISHED, THESE ARE
SHOP -WELDED JOINTS.
NO PIPE WITH DAMAGED LINING WILL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN
REPAIRED TO THE SATISFACTION OF THE ENGINEER.
1.G. FIELD JOINTS IN LINING FOR CONCRETE PIPE THE JOINT BETWEEN
SECTIONS OF LINED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER:
IF REQUIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED NTH
CEMENT MORTAR IN SILICH A MANNER THAT THE MORTAR SHALL NOT. AT ANY POINT,
EXTEND INTO THE PIPE BEYOND THE STRAIGHT LINE CONNECTING THE SURFACES OF THE
ADJACENT PIPE SECTIONS.
PIPE JOINTS MUST BE DRY BEFORE LINING JOINTS ARE MADE.
ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM LINING
SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THEM CLEAN AND DRY.
FIELD JOINTS IN THE LINING AT PIPE JOINTS MAY BE EITHER OF THE FOLLOWING
DESCRIBED TYPES:
TYPE P-1: THE JOINT SHALL BE MADE WITH A SEPARATE 4--INCH (100-MM)
JOINT STRIP AND TWO WELDING STRIPS. THE 4-INCH (100-MM) JOINT STRIP SHALL BE
CENTERED OVER THE JOINT, HEAT-SEAL.ED TO THE LINING. THEM WELDED ALONG EACH
EDGE TO ADJACENT LINER SHEETS NTH A 1-INCH (25-MM) WELD STRIP. THE 4-INCH
(100-MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13
MM).
TYPE P-2. THE JOINT SHALL BE MADE VATH A JOINT FLAP NTH LOCKING
EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND
THE PIPE END- THE JOINT FLAP SHALL OVERLAP THE LINING IN THE ADJACENT PIPE
SECTION A MINIMUM OF 1/2 INCH (13 MM) AND BE HEAT -SEALED IN PLACE PRIOR
TO WELDING. THE FIELD JOINT SHALL BE COMPLETED BY WELDING THE FLAP TO THE
LINING OF THE ADJACENT PIPE USING I -INCH (25-MM) WELD STRIP.
CARE SHALL BE TAKEN TO PROTECT THE FLAP FROM DAMAGE. EXCESSIVE TENSION
AND DISTORTION IN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT DURING LAYING
AND JOINT MORTARING SHALL BE AVOIDED. AT TEMPERATURES BELOW 50 F(10 C),
HEATING OF THE LINER MAY BE REQUIRED TO AVOID DAMAGE.
THE JOINT FLAP OR STRIP ON BEVELED PIPE SHALL BE TRIMMED TO A VADTH
(MEASURED FROM THE END OF THE SPIGOT) OF APPROXIMATELY 4 INCHES (100 MM)
FOR THE ENTIRE CIRCUMFERENTIAL LENGTH OF THE LINING.
ALL WELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE NTH THE
SPECIFICATIONS AND INSTRUCTIONS OF THE LINING MANUFACTURER.
WELDING SHALL FUSE BOTH SHEETS AND WELD STRIP TOGETHER TO PROVIDE A
CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER
PLATE.
HOT-AIR WELDING TOOLS SHALL PROVIDE EFFLUENT AIR TO THE SHEETS TO BE
JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316 C).
WELDING TOOLS SHALL BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED
BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE
WELDING TOOL SHALL BE MOVED SLOWLY ENOUGH AS THE WELD PROGRESSES TO CAUSE
A SMALL BEAD OF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH EDGES AND IN FRONT
OF THE WELD STRIP.
THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY MEN THE LINER CD\ERAGE IS
360 DEGREES:
MEN GROUNDWATER IS ENCOUNTERED THE LINING JOINT SHALL NOT BE MADE UNTIL
PUMPING OF GROUNDWATER HAS BEEN DISCONTINUED FOR AT LEAST THREE DAYS AND
NO VISIBLE LEAKAGE IS EVIDENT AT THE JOINT.
MEN WELDING THE DOWNSTREAM SIDE OF A JOINT STRIP OR FLAP, DO NOT WELD
6 TO 8 INCHES (150 TO 200 MM) AT THE PIPE INVERT TO PROVIDE REUEF OF
POTENTIAL FUTURE GROUNDWATER BUILD-UP.
1.H. APPLICATION TO CAST -IN -PLACE CONCRETE STRUCTURES - SPECIAL
REQUIREMENTS. LINER SHEETS SHALL BE CLOSELY FITTED AND PROPERLY SECURED TO
THE INNER FORMS. SHEETS SHALL BE CUT TO FIT CURVED AND WARPED SURFACES
USING A MINIMUM NUMBER OF SEPARATE PIECES.
UNLESS OTHERWISE SHOWN ON THE PLANS., THE LINING SHAU. BE RETURNED AT
LEAST 3 INCHES (75 MM) AT THE SURFACES OF CONTACT BETWEEN THE CONCRETE
STRUCTURE AND ITEMS NOT OF CONCRETE (INCLUDING MANHOLE FRAMES, GATE GUIDES,
CLAY PIPE OR BRICK MANHOLES AND CLAY OR CAST IRON PIPES)- THE SAME
PROCEDURE SHALL BE FOLLOWED AT JOINTS MERE THE TYPE OF PROTECTIVE LINING IS
CHANGED OR THE NEW WORK IS BUILT TO JOIN EXISTING UNLINED CONCRETE. AT EACH
RETURN, THE RETURNED LINER SHALL BE SEALED TO THE ITEM IN CONTACT WIN THE
PLASTIC -LINED CONCRETE. IF THE LINER CANNOT BE SEALED WITH ADHESIVE BECAUSE
OF THE JOINT AT THE RETURN BEING TOO MADE OR ROUGH OR BECAUSE OF SAFETY
REGULATIONS, THE JOINT SPACE SHALL BE DENSELY CAULKED VATH LEAD WOOL OR OTHER
APPROVED CAULKING MATERIAL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED
WITH A MINIMUM OF I INCH 925 MM) OF AN APPROVED CORROSION RESISTANT
MATERIAL
1.1. TESTING AND REPAIRING DAMAGED SURFACES. AFTER THE PIPE IS
INSTAUXD IN THE TRENCH. ALL SURFACES COVERED VATH UNING� INCLUDING WELDS, SHALL
BE TESTED WITH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR
(TINKER & RASOR MODEL NO. AP-W VATH POWER PACK OR APPROVED EQUAL) NTH
THE INSTRUMENT SET BETWEEN 18,000 AND 22.000 VOLTS.
ALL WELDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD.
ALL PATCHES OVER HOLES, OR REPAIRS TO THE LINER MEREVER DAMAGE HAS
OCCURRED, SHALL BE ACCOMPLISHED IN ACCORDANCE INITH SECTION 7-2.03(l.E) PARA.
8 ABOVE
EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER
WILL BE TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS SHALL EXTEND 2
INCHES (50 MIN) BELOW THE LINER TO PROVIDE A TAB. A 10-POUND (5 KG) PULL
WILL 13E APPLIED TO EACH TAB. THE FORCE WILL BE APPLIED NORMAL TO THE FACE OF
THE STRUCTURE BY MEANS OF A SPRING BALANCE. LINER ADJOINING THE WELDING
STRIP WILL BE HELD AGAINST THE CONCRETE DURING APPLICATION OF THE FORCE. THE
10-POIJND (5 KG) PULL WILL BE MAINTAINED IF A WELD FAILURE DEVELOPS, UN nL NO
FURTHER SEPARATION OCCURS. DEFECTIVE WELDS WILL BE RETESTED AFTER REPAIRS HAVE
BEEN MADE. TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE LINER
AFTER THE WELDING STRIP HAS PASSED INSPECTION. INSPECTION SHALL BE MADE
INITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING
THE PROJECTING WELD STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM
EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK.
SHOP DRAWINGS. CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION
SHOWING DIMENSIONAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW.
PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM
TRENCH DESIGNATION *C. RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH
DESIGNATION *00.
PVC FOR PIPE SIZES 18* AND LESS. POLY VINYL CHLORIDE PIPE SHALL MEET
THE FOLLOWING REQUIREMENTS:
1. MATERIAL PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH
IN ASIM 0 3034 NTH SDR OF 35. FLASTOMERIC SEALS AND JOINTS SHALL CONFORM
TO ASTM D 3212 AND ASTM F 477.
2. TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM
F-679 (T-WALL). CERTIFICATES OF COMPULANCE SHALL BE MADE AVAILABLE TO THE
ENGINEER.
3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S
GUIDELINES. THESE SPECIFICATIONS AND ASTM D 2321 'UNDERGROUND INSTALLATION OF
FLEXIBLE THERMOPLASTIC SEWER PIPE'.
4. FIELD TESTS IN-Fla-D PRESSURE TESTS SHALL CONFORM TO THESE
SPECIFICATIONS AND THE FOLLOWING:
DEFLECTION MEASUREMENT OF PVC PIPE AFTER 30 DAYS OF INSTALLATION THE
CONTRACTOR SHALL MEASURE PIPE DEFLECTION BY PULLING A 00-NO-GO 5% MANDREL
THE MANDREL SHALL BE PULLED THROUGH THE PIPE VATH ROPE BY ONE PERSON
WITHOUT MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST AS
LONG AS THE PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE
NTH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS, THE MANDREL
DIAMETER WILL BE CALCULATED USING THE FOLLOWING FORMULA:
MANDREL DIAMETER - BASE PIPE I.D. -(Y/100 X BASE PIPE I.D.)
WHERE Y = ALLOWABLE DEFLECTION IN X (5%)
BASE I.D. = ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PIPE
MANUFACTURER)
THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES WTH SEVEN (7)
MINIMUM.
THE MINIMUM LENGTH OF THE CIRCULAR PORTION OF THE MANDREL SHALL BE
EQUAL TO THE NOMINAL DIAMETER OF THE PIPE.
ANY SEC71ON OF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE
EXCAVATED, RE-BACKFILLED, RECOMPACTED AND RETESTED UNTIL THE MANDREL TEST
CAN BE PASSED. RE -ROUNDING WILL NOT BE ALLOWED.
PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD
S-39, AS MODIFIED ON THE CONTRACT PLANS. COMPACTION ABOVE THE PIPE ZONE
SHALL BE AS SHOWN ON THE PLANS.
7. TRENCH EXCAVATION
THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN
OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT MERE BORING IS REQUIRED.
THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S-39 AND DETAILED
SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION.
THE HOLES FOR 80-LS AND FITTINGS SHALL BE EXCAVATED BY HAND. TO A NDTH
PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF
THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE
CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE NTH THE DETAILED SECTIONS
PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES MAIL BE AS REQUIRED BY THE
TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT
INSTALLATIONS SHALL MEET CITY STANDARD S-39.
TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS.
LIIIIIIIIII-11CRINeff"111m, IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
ENCAVA11ON SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND
REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR
DESIRES TO DEVIATE FROM THE SAFETY ORDERS. HE SHALL SUBMIT DATA BY A
REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY. JUSTIFYING
THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY NTH ANY OF THESE
RULES. ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION
TO IMMEDIATELY SUSPEND ALL WORK. COMPIENSARON FOR LOSSES INCURRED BY THE
CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING
BACKFIWNG, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE
BACKFILL AT ALL TIMES.
SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT
TO THE ENGINEER A DETAILED PLAN. DRAVANG THE DESIGN OF SHORING, BRACING.
SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF
SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE
CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A
REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE
LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS
PROHIBITED ON THIS PROJECT.
9. TRENCH BACKF1LL
TREN04ES SHALL NOT BE LEH OPEN FARTHER THAN THREE HUNDRED (300) FEET IN
ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR
THEREOF, UNLESS OTHERIMSE PERMITTED BY THE ENGINEER.
ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD
SPECIFICATIONS. DATED JULY. 1992- BEDDING CLASS SHALL BE AS SPECIFIED IN THE
PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN
ACCORDANCE VATH CITY STANDARD ST-22. EXCEPT THAT COMPACTION SHALL 13E NO LESS
THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30") FROM FINISHED GRADE.
BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED
TWELVE (12) INCHES SIMULTANEOUSLY. ON EACH SIDE OF THE PIPE, IN SUCH A MANNER
AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE.
BAcKnLL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS
AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND
SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EA04 LAYER
SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A
COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED.
THERE MUST BE AT LEAST (ME FOOT OF COVER OVER THE PIPE BEFORE COMPACTION
ABOVE THE PIPE ZONE YELL BE ALLOWED.
IMPORTED BEDDING AND ELACKFILL MATERIAL SHALL BE OBTAINED. AND ANY EXCESS
BODING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE
DISPOSAL OF THE CONTRACTOR.
THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF
IN -SITU MATERIALS.
BLOW PIPE SPRINGLINE. CONTRACTOR SHALL PROVIDE NFIRM
BEDDING* SUPPORT FOR THE PIPE BELOW THE SPRINGUNE. FIRM BEDDING MEANS THAT
THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE
SPECIFICATIONS.
BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO
THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPUNGS. DURING
BEDDING AND BACKFILLING. CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS
AND COUPLINGS SHALL BE AVOIDED.
CONTRACTOR SHALL SHOVEL-SUCE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS
THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS.
SHOVEL-SUCING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT
UP TO THE QUARTER POINT OF THE PIPE.
INITIAL EACKFILL "BEDDING MATERIALO AS SPECIFIED BY ASTM 2321-8 SHALL BE USED
IN THE PIPE ZONE FOR INITIAL BACKFILL AFTER THE PIPE HAS BEEN PROPERLY LAID
AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE PIPE
TO SUCH A DEPTH THAT. AFTER THOROUGH CONSOLIDATION. THE FINAL DEPTH SHALL BE
AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL BE
CONSOUDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND
MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO
COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION
OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE
RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE
PERMITTED.
SUBSEQUENT RACKFII I. ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE
BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE
OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE
MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING.
USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER.
WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL
MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE
DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROILING
BEFORE SUCCEEDING LAYERS ARE PLACED.
COMPACTION OF SUBSEQUENT BACKFIL.L WTHIN TWO AND ONE-HALF (2-1/2) FEET OF
FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR
ROILING AS SPECIFIED ABOVE- WHERE THE TRENCH IS WITHIN THE PAVEMENT ON
STREETS� THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED
PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90%) RELATIVE
COMPACTION.
SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROILING SHALL BE FREE FROM
STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE
MATTER, OR OTHER UNSATISFACTORY MATERIALS.
IN NO CASE SHALL &7RNG BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET.
WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON-SIREET AREAS.
BACKFILL TESTING AND COMPACTION, TESTING OF BACKFILL MATERIALS AND COMPACTION
SHALL BE IN ACCORDANCE WITH SECTION 19, -EARTHWORK" AND SECTION 6-3. *TESTING 1.
OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS,
DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE
COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER
IS PLACED.
EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE
COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39
AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE
ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%)
RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY
CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE
OF THE FOLLOWING D2922 OR D1556.
IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING� FAILS TO MEET THE
SPECIFIED PERCENTAGE THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED.
COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND
LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
10. �MK rIrt INWA�11�
SEVER PIPE SHALI_ CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS T14E
PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING
AND BACKFILL
HANDLING OF MATERIALS. ALL PIPE� FITTINGS� SPECIALS AND CASTINGS MUST BE
CAREFULLY HANDLED AT ALL TIMES- ONLY SUITABLE AND PROPER EQUIPMENT AND
APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING
AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED
RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING
NTH A JOINT DAMAGED OR FLATIENED WILL CAUSE THAT PIPE OR FITTING TO BE
REJECTED.
PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES
THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT
ACCORDANCE NTH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN
FROM THE DOMSTREAM END OF THE TRUNK SEVER OR AS DIRECTED BY THE ENGINEER.
PIPE LAYING SHALL PROCEED WIN EACH PIECE LAID TRUE TO LINE AND GRADE. AND IN
SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT NTH THE ADJOINING PIPE
AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE AS THE WORK PROGRESSES, THE
INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY
DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE
WEATHER IS UNSUITABLE. AT TIMES MEN WORK IS NOT IN PROGRESS. OPEN ENDS OF
PIPE AND FITTINGS SHALL BE CLOSED.
NTH BELI ED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO
FACAUTATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT
PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN
SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF
THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS.
CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUT71NO PIPE AND
SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE
WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO
ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED
OR INCORRECTLY CUT.
PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS MEN COMPLETED
AND READY FOR SERVICE TESTING SHALL BE CONDUCTED IN ACCORDANCE IMTH THE
UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4). OR THE WATER
EXFILTRATION TEST OR AIR PRESSURE TEST PER SECTION 306-1.4. -TESTING PIPEUNES-
OF THE 1994 EDITIONS, -STANDARD SPECIFICATIONS' FOR PUBLIC WORKS CONSTRUCTION,
AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL AND THE
PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL N07IFY THE ENGINEER 24
HOURS PRIOR TO ANY TESTING.
CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO
EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL MEN PIPE LAYING IS INTERRUPTED,
AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND
BEFORE PLACING INTO SERMCE, ALL LINES SHALL BE FLUSHED AND MANDRELLED TO
REMOVE ANY DIRT OR FOREIGN MATERIALS MICH WOULD CLOG PUMPS, EQUIPMENT,
SPRAY HEADS. ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING
FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER UNE.
SEVER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD.
EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO
AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION
COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE
TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON
THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE NTH
THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEVER LATERALS WILL BE
PAID AS SEWER FOR THE APPROPRIATE DIAMETERS.
11. SYSTEM TESTING
A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE
IN ACCORDANCE NTH THE CITY OF BAKER91ED SUBDIVISION MANUAL AND THE
RECOMMENDATIONS OF THE MANUFACTURER.
PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED NTH VIDEO EQUIPMENT DESIGNED
FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 3606, IN
ORDER TO MEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION
SHALL BE WTNESSED BY THE CITYS CONSTRUCTION INSPECTOR, WHO IMLI ALSO INITIAL AND DATE THE
*CHAIN OF CUSTODYO FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS
REVEALED TO BE NOT IN COMPLIANCE NTH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE
COMPLETED *CHAIN OF CUSTOOYm FORM AND A WRITTEN LOG (MICH INCLUDES THE STATIONING, BASED
ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION
SHALL BE PROVIDED FOR MEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO
ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF THE CITY.
IZ WYE FITTINGS SHALL BE INJECTION MOLDED IN-UNE TYPE AND SHALL BE USED FOR ALL
LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE
HORIZONTAL PLANE RUNNING THROUGH THE CENTERUNE OF THE MAIN.
ALL LATERALS SHALL BE C IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM
OF 4' BEYOND THE PROPERTY LINE OR RIGHT-OF-WAY LINE NTH 3cr OF COVER AT FLOW LINE
SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE OR
RIGHT-OF-WAY LINE AS SHOWN IN THE NSEWER LATERAL MARKER" DETAIL. C.O.B. SID. BET. SW-1.
LATERALS SHALL BE A MINIMUM OF 5.0` DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY UNE OR
RIGHT-OF-WAY LINE AND A MINIMUM OF 2,5' DEEP AT FLOMNE.
LINED MANHOLES
THE CORED HOLE SHALL HE APPROXIMATELY 3 INCHES GREATER THAN THE OUTSIDE
DIAMETER OF THE CONNECTING LINE. THE CORED HOLE SHAU_ BE DESIGNED TO CUT A
HOLE WITH MINIMUM DAMAGE TO THE REINFORCING STED, PIPE OR PLASTIC LINER.
PRIOR TO THE INSTALLATION OF THE PVC BOOT ON THE CONNECTION, PLASTIC LINER
AROUND THE PIPE AT THE CORED HOLE SHALL BE CLEANED PER THE PLASTIC LINER
MANUFACTURE'S RECOMMENDATION. THE END OF THE CONNECTING LINE SHALL BE SEALED
TO THE PVC BOOT NTH SIKA 11 PRIMER AND SIKA FLEX 1A SEALANT OR AN APPROVED
EQUAL
THE PVC BOOT SHALL BE ORDERED SO IT WILL FIT SNUGGLY 0 THE OUTSIDE WALL OF
THE CONNECTION.
THE PVC BOOT AND WELD STRIPS SHALL BE INSTALLED AND TESTED FOR HOLIDAYS PER
THE PLASTIC LINER MANUFACTURER'S RECOMMENDAnON.
THE CONNECTION LINE SHALL BE CENTERED IN THE CORED HOLE ANBD PLACED SO IT IS
FLUSH NTH THE INSIDE WALL OF THE RCP.
THE PVC BOOT WELD STRIPS SHALL BE MANUFACTURED BY AMERON, INC. OR AN EQUAL
APPROVED BY THE CITY ENGINEER.
13. ALL SEWER STUBS SHALL BE CLOSED NTH A STANDARD PLASTIC PLUG. SOLVENT WELDED
14. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD
STANDARD DRAWINGS S-7. S-8, AND S-21 AND SECTIONS 70-1.02H AND 71-1.07 OF THE
STANDARD SPECIFICATIONS OF THE STATE OF CAUFORNIA. DEPARTMENT OF TRANSPORTATION,
CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE NTH THE CITY
OF BAKERSFIELD STANDARD DRAWING S-20.
MANHOLES SHALL BE TYPE mA" FOR PIPES LINDER 487 IN DIAMETER AND TYPE NB" FOR
PIPES 48m IN DIAMETER OR LARGER UNLESS NOTED OTHERIMSE. THE BOTTOM MANHOLE
BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A Z* MORTAR RED OR SET ON
KENT-SEAL. IN A GROOVED FOUNDATION.
15. STORM DRAIN PIPE
STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WTH RUBBER
GASKET JOINTS PER ASTM SPECIFICATION C-76. UNLESS OTHERWISE NOTED ON THE
CONTRACT PLANS.
REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE
PROVISIONS IN SECTION 65, NEINFORCED CONCRETE PIPE", OF THE STANDARD
SPECIFICATIONS AND THESE SPECIAL PROVISIONS
EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE
SPECIFICATIONS. MINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE
PLANS OR SPECIFICATIONS FOR STANDARD JOINTS -
HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 *LAYING SIPHON AND PRESSURE
PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED.
REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO
SECTION 65-1.06B, NRUBBER GASKETED JOINTS�, OF THE STANDARD SPECIFICATIONS.
HANDLING OF MATERIALS. ALL PIPE, FITTINGS� SPECIALS AND CASTINGS MUST BE
CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND
APPLIANCES SHALL BE USED FOR THE SAFE LOADING� HAULING, UNLOADING, HANDLING
AND PLACING OF MATERIALS. SPECIAL CARE SHALL 13E EXERCISED SO THAT PREFORMED
RESILIENT JOINTS ON PIPE AND FITTINGS ULL NOT BE DAMAGED. ANY PIPE OR FITTING
NTH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE
REJECTED.
PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES
THE COND17ION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS
DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE
TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT
NTH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS T14E
WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND
DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE
TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES MEN WORK IS NOT IN PROGRESS,
OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED.
NTH BELLED END PIPE. BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO
FACIUTATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT
PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN
SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING. ON ACCOUNT OF
THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS.
THE CONTRACTOR SHALL MAKE PROVISONS FOR PREVENTING FOREIGN MATERIAL FROM
BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE
CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND
SPECIAL CASTING NECESSARY TO THE ASSEMBLY. ERECTION, AND COMPLETION OF THE
WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY. NTH SMOOTH EDGES AND FACES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO
ADDinONAL COMPENSATION VALL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED
OR INCORRECTLY CUT.
11101111W.T404-ITI)WOETAM"
IN
CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE
INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE
TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED NTH
SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE
CASING ALSO SHALL BE BACKFILLED NTH GROUT OR SAND. THE ENDS OF SPACE
BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH
OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL
LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS
SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF
BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING.
ELORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER,
CONSISTENT VATH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE
PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT VILL
ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON
THE PLANS.
UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE
PIPELINE TO GRADE. THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION
SHALL BE COMPLETELY FILLED NTH SAND, COMPACTED BY THE USE OF AIR-BLOVANG
SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS
APPROVAL
IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERA RON AT ALL
TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR
UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF
WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR
SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE NTH
SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE
THE CONTRACTOR, BEFORE RESUMING WORK SHALL FURNISH THE ENGINEER WITH A
DETAILED PLAN OF PRECEDING NTH THE WORK, FOR HIS REVIEW AND APPROVAL
ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID
PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE.
MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL
CONFORM. IN DESIGN, MATERIALS. AND CONSTRUCTION, TO THE PROVISIONS OF
SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND T14ESE SPECIAL
PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS
S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD
STANDARD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE
PLANS.
THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE
STRENGTH REQUIREMENT OF ASTM. C-478, EACH SUCCESSIVE MANHOLE SECTION SHALL
BE SET ON A BED OF PORTLAND CEMENT GROUT OR 'KENT SEAL* TO MAKE A
WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE AND SHALL BE SET
PLUMB.
18. ADJUST SURVEY MONUMENT ENCASEMENTS
SURVEY MONUMENT AND FRAME AND COVER INITH ENCASEMENTS SHALL BE ADJUSTED OR
INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN
ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29.
THE SURFACE OF THE CONCRETE SHALL HE PROTECTED FROM PUBUC TRAFFIC FOR A
MINIMUM OF THREE DAYS.
AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF
SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR
PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO
A MINIMUM OF ONE DAY�
THE MONUMENT VALL BE SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS.
CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE MEN SURVEYS ARE REQUIRED.
ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPER
SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. N_ MV5FIRS4
0
15
Know what's below.
Call before you dig.
\N
�
�
k�
�
N
0
2§
z
wg >_
m
W
>
z
c;
0
z m
(L
5V 25'
SCALE:
0,
1"
= 50'
50'
Too,
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
SECTION A
SCALE, HORZ. 1" = 50'
VERT. I' = 5'
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
6
5
INTERSECTION
A. IU+W.W �.!_ YUKL)N Ni" A"Vt
A. 16+05.00 C.L. KOYUK RIVER STREET
4
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
10
w
STA. 10+00.00 C.L. SCRIMP, COURT
w
0) SCRIVIA C
(SEE SH
30,
I IL 12' ie� 18,
17
29
2++
RW
gI i.�� ;w�
7�g 'W W
11+00 Ll FL 12+
6. 9)1 I-E
17
F_t_�RW
c!
19 18;w ;73 ;72
w
9 g 9
TREET
99 9
6) +
+ +
+ + !2
c,i
w
n
LEGEND:
FL/F.L
ABBREMATIONS
FLOVUNE R/W
RIGHT-OF-WAY
C.L.
CENTERILINE MA/MH
MANHOLE
ELEV.
ELEVA noN SMH
SEWER MANHOLE
QO.B_
CITY OF BAKIRFIELD SDMH1
STORM DRAIN MANHOLE
T.O.M.
TOP OF MANHOLE CEI
CATCH BASIN
T.O.C.
TOP OF CLEANOUT GB
GRADE BREAK
INV.
INVERT S/W
SIDEWALK
EL/ELEV.
ELEVATION FH
FIRE HYDRANT
PA
PROPERTY UNE D.W.S.
DESIGN WATER SURFACE
E.P.
EDGE OF PAVEMENT XRW
U RIGHT-OF-WAY
EX.A-AST.
EXISTING GINS
CITY WATER SERVICE
C/G
CURB & GUTTER STD.
STANDARD
0
SURVEY MONUMENT
PROPOSED GATE VALVE & VALVE
BOX - SE CWS PLAN
0
STORM DRAIN MANHOLE TYPE *Am
x EXISTING GATE VALVE
PER C.O.B. STANDARD.
CATCH BASIN WITH 3S OPENING
W PROPOSED FIRE HYDRANT
ASSEMBLY - SEE GINS PLAN
PER C.O.B. STANDARD DETAIL S-Iz
V EXISTING FIRE HYDRANT
UNLESS OTHERWISE NOTED.
6 PROPOSED 27 BLOWOFF
CONSTRUCT SEWER MANHOLE TYPE OAN
ASSEMBLY - SEE CWS PLAN
PER C.O.B. STANDARD DETAIL S-7.
/—PIPE SZE
CONSTRUCT SEWER CLEANOUT PER
I
8 . S —UTILITY..
C.O.B. STANDARD DETAIL S-20.
W-WA7ER S-SEWER
G)
EXISTING SEWER MANHOLE
G-GAS D-DRAIN
tp
L2
130.00 LF OF Eer SS S0911 OE
71
SHEET
JE
QL INTERSECTION
ET
STA. 19+20.00 CL YUKON RIVER
STA_ 13+00.00 C.L LAGO PUCCINI
CHETOO
RIVER STREET
3(Y
30
ee d _1 to
I ee
13
1
18, 18, 112'
Ems +t;
24 1 99
++ Nil
+ +
t
w3i z
/RW_
25
NEW WATER MAIN PER
WATER PLANS (TYP)
�J�222 7g LIF OF 18' SO tB911 �51-W 1 1 SO FL
DO 17+00 18+00
L3
s
17mw u o bb mu 11 01 T7s. SS N8911 I W 4
LF OF 6
IZ-7- L,—
aw
C?
m
66
70 69 68 67=w 65 64
g
+ + +
\C.L INTERSEG�TION
STA. 14+MGO C.L. YUKON RIVER AVENUE
STA. 13+00.00 C.L. COW GREEK WAY
LEGEND (CONT.):
519 To M.
TOP OF MANHOLE
,jPL-�
— - — - — -
— CENTERUNE
CONSTRUCT STORM DRAIN PER C.O.B. SM.
9—
CONSTRUCT SEWER PER CO.B. STANDARD
_w—
PROPOSED WATER - SEE CWS PLAN
TRACT BOUNDARY
EXISTING SEWER
EXISTING WATER
a(ISTING STORM DRAIN
EXISTING EDGE OF PAVEMENT
I=t 1=1
M PHASE LINE
EASDAENT LEGEND
GTION LETTER
A
2
SHEET MHERE SECTION IS SHOWN
CONSTRUCTION NOTES
STUB & PLUS STORM DRAW/SEWER.
EXTEND WTH FUTURE DEVELOPMENT.
CONTRACTOR TO HAVE LICENSED
SURVEYOR VERIFY LOCA71ON AND
ELEVATION OF INVERT PRIOR TO
BACKFILL
CONSTRUCT PIPE SADDLE PER
C.O.B. SM. D-9 AT LOCATIONS OF
CROSSING PIPES WITH CLEARANCE
LESS THAN 12�
I
36
H+,O
5a L 37
4i iC
�CCINI STREET
SHEET 8)
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
DO
9"o
LINE TABLE
LINE #
LENGTH
BEARING
Li
300.00
NEW 11' 51sW
1_2
130.00
SEW 11' 51"E
L3
170.00
SB9* 11' 51"F
L4
320.00
S89' 11' 51"E
L5
37.01
S37' 36' 56"
0
a 9-/_� !;�i I
v 0 FT qw
...........
"&4
CITY RECORDS NO:
<
o
0
0
L
L.J.J..
I
i
...
__1_LJ
uj
Lu
>
Lu
>
z
o
L_-A
A
Co CREEK
SHEE
13V F 1 3
55 561
+
;i 27AS
123.31 LTF 8�� SsEVmV
W
53
30,
52
112, 18,
STA. 11+30.00 C.L. BREETENBUSH AVENUE PHASE 1
STX 10+00.00 C.L COW CREEK WAY
y
ej w
IN't 66
V�I,AII%30 1,
STX 'D+DCUA
1
9
N5 58 59 t2 62
"57 61 6,6
1 60 1
to
I +
9 +
9
+
MIA=
+ +
Rw
I M&E Ij 8� SE 24VOa LF 8* 1
207.51
_D Limm�
L
2SOM
c�
1
51
50
49
1 48 1 47
9
PHASE 1
BREITENBUSH AVENUE
STA.
10+00.00
C.L. TO 16+20.00 C.L
SCALE: 1*
= 50' HORIZONTAL
1 1 =
5' VERWAL
LAGO
PUCCINI STREET
FF
SEE SHEET 8)
LINE TABLE
30" 30 1
63
2' 11111 8' 12'
UNE #
LENGTH
BEARING
40
LI
159.54
NOD' 48' OVE
98
L2
26.41
S32' 59' OCE
+ +
L3
130.00
S89' 11' WE
L4
490.00
SB9* 11' 51�E
L5
5016
N14* 39' 36"W
44
43
946
45
1
+
Ed
0�1
Q!
41
q INTERSECTION
STA. 16+20.00 C.L. BREFTENBUSH AVENUE
STA. 10+00.00 C.L. LAGO PUCCINI STREET
raw
42
d
STORM DRAIN TO SUMP
(SEE SHEET 9)
SCALE: 1*' = 50'
50' 25' ol so' Too'
9+50 10+00
11+00
12+00 13+00 14+00
15+00 16+00
17+00 17+i5
f A SECTION MEW - STA, 14+05.00
HOWZ_ I =
VERT. 11 51
LEGEND:
LEGEND (CONT.):
CONSTRUCTION NOTES:
ABEERFMATIONS
G) STUB & PLUG STORM DRAIN/SEWER.
FL/F.L. FLOWLINE R/W
RIGHT-OF-WAY
ejg� TOP OF MANHOLE
EXTEND WITH FUTURE DEVELOPMENT.
C.L CENTERUNE M.H./MH
MANHOLE
CONTRACTOR TO HAVE LICENSED
ELEV. ELEVATION SMH
SEWER MANHOLE
— - — - — - — GENTEFEUNE
SURVEYOR VERIFY LOCATION AND
C.O.B. CITY OF BAKERFIELD SDMH
STORM DRAIN MANHOLE
ELEVATION OF INVERT PRIOR It)
T.O.M. TOP OF MANHOLE Cs
CATCH BASIN
CONSTRUCT STORM DRAIN PER C.O.B. STD.
SACKFlLL
7,
T.O.C. TOP OF CLEANOUT GB
GRADE BREAK
_.—s— CONSTRUCT SEWER PER C.O.B. STANDARD
INV. NYRT S/W
SIDEWALK
CONSTRUCT PIPE SADDLE PER
EL/ELEV. ELEVATION PH
FIRE HYDRANT
PROPOSED WATER SEE CWS PLAN
C.O.B. STD. D-9 AT LOCATIONS OF
PA PROPERTY LINE D.W.S.
DESIGN WATER SURFACE
TRACT BOUNDARY
CROSSING PIPES M7H CLEARANCE
E.P. EDGE OF PAVEMENT XRW
EX. RIGHT-OF-WAY
LESS THAN 12w
EX/EXIST. EXISTING CWS
CITY WATER SERVICE
EXISTING SEWER
t
C/G CURB & GUTTER SID.
STANDARD
EXISTING WATER
SURVEY MONUMENT
PROPOSED CATE VALVE & VALVE
BOX - SEE M PLAN
EXISTING STORM DRAIN
0 STORM DRAIN MANHOLE TYPE *A"
X EXISTING GATE VALVE
EXISTING EDGE OF PAVEMENT
PER C.O.B. STANDARD.
CATCH BASIN WITH 3.5' OPENING
V PROPOSED FIRE HYDRANT
ASSEMBLY - SEE CWS
PLAN
M PHASE LINE
PER C.". STANDARD DETAIL S-1Z
EXISTING FIRE HYDRANT
EASEMENT LEGEND
v m A*T
UNLESS OTHERWISE NOTED.
"A-
PROPOSED 27 BLOWOFF
tj
CONSTRUCT SEWER MANHOLE TYPE
ASSEMBLY - SEE COS PLAN
SECTION LETTER
PER C.O.B. STANDARD DETAIL S-7.
/---PIPE SIZE
j S
CONSTRUCT SEWER CLEANOUT PER
SINS —UTILITY..
�w4SHEET
C.O.B. STANDARD DETAIL S-20.
W-WATER S-SEWER
�D EXISTING SEVIER MANHOLE
C-GAS D-DRAIN
MERE SECIION IS SHOWN
IO+OD.00 C.L K0YUK RIVM STREET
26
54
WATER MAIN
aS7
WATER PU Typ)
IT
259-25 LF 180 SI
5 LF 8 SI
53
TRwT
52
INA
"k'
51
141
50
I=
IS
IS
4D
+
c
I=I ct
SCALE: 1" - 50'
IzI
50' 25' 0 50,
Too'
,w1w
9+50
10+00 ll+Oc
LIGEND:
FL/F.L
ABBREMATIONS
FLOWUNE
R/W
RIGHT-OF-WAY
C.L
CENTERLINE
MM./MH
MANHOLE
ELEV.
ELEVATION
SMH
SEWER MANHOLE
C.O.B.
CITY OF RAKERFIELD
SDMH
STORM DRAIN MANHOLE
T.O.M.
TOP OF MANHOLE
CB
CATCH BASIN
T.O.C.
TOP OF CLEANOUT
OR
GRADE BREAK
INV.
INVERT
S/W
SIDEWALK
EL/ELEV.
ELEVATION
F14
FIRE HYDRANT
PA
PROPERTY LINE
OW.S.
DESIGN WATER SURFACE
F P.
EDGE OF PAVEMENT
XRW
EX. RIGHT-OF-WAY
EX./EXIST.
EXISTING
CWS
CITY WATER SERVICE
C/O
CURB & GUTTER
SM.
STANDARD
SURVEY MONUMENT
PROPOSED GATE VALVE & VALVE
BOX - SEE GWS PLAN
0
STORM DRAIN MANHOLE TYPE
-A-
X EXISTING GATE VALVE
I
PER C.O.B. STANDARD.
)SE'
CATCH BASIN WTH 3.5 OPEHING
PROPOSED FIRE HYDRANT
ASSEMBLY - SEE CWS PLAN
PER CO.B. STANDARD DETAIL
S-IZ
V EXISANG FIRE HYDRANT
UNLESS OTHERVASE NOTED.
6 PROPOM 27 BLOWOFF
CONSTRUCT SEWER MANHOLE
TYPE *A"
ASSEMBLY - SEE CWS PLAN
PER C.O.B. STANDARD DETAIL
S-7.
—PIPE SIZE
0
CONSTRUCT SEWIN CLEANOUT
POR
a . S—UTILITY:
C.O.B. STANDARD DETAIL S-20.
W-WATER S-SEWER
OS
EXISTING SEWER MANHOLE
G-GAS D-DRAIN
27
49
9
NOT'Al-13
48
13+00,00 C.L LAKE BRACCIANNO AVENUE
10+00.00 rL LAKE GARDA STREET
e INTERSECTION
STA. 15+47.31 QL LAKE BRACCIANNO AVENUE
STA. 11+5EL54 C.L MAR DAN RIVER STRUT
PHASE 2
t8 w�?
9
%Jni 29 1 Ili 30 31 1 32g 1 33'- 1 34 1 35
III I
+
I :t I k\ I I
47
INS
IZ)
IX
w 46
eg
98
+ +
b
I =
CR
I
45
44
t
LAKE BRACCIANNO AVENUE
STA. 10+00.00 C.L. TO 18+55.00 C.L.
SCALE: 1" = 50' HORIZONTAL
1 1 = 5' VERTICAL
12+00
13+00
LEGEND (CONT.):
19 Tom.
Ikj��
TOP OF MANHOLE
— -
— - — -
— CENTERUNE
—0
---
CONSTRUCT STORM DRAIN PER C.O.B. STD.
�-�s�
CONSTRUCT SEWER PER C.O.B. STANDARD
—w—
PROPOSED WATER - SEE CWS PLAN
TRACT BOUNDARY
EXISTING SEWER
—w—
EXISTING WATER
EXISTING STORM DRAIN
EXJSIING EDGE OF PAVEMENT
M PHASE LINE
EASEMENT LEGEND
SECTION LEM
A
2
SHUT WHERE SECTION IS SHOWN
p
wz�
�� I tRW
43
I
42
IFL
T
41
PHASE 2
36
40
9
37
STORM DRAJN TO SUMP
(SEE SHEET 9)
38
35.0-
SUMP
SEE SHEET 9
w
cl)
X
IL
LINE TABLE
UNE #
ING
Ll
L2
13
14
14+00 15+00 16+00 17+00 18+00 19+00 20+00
CONSTRUCTION NOTES:
STUB & PLUG STORM DRAIN/SEWER.
EXTEND WITH FUTURE DEVELOPMENT.
CONTRACTOR TO HAVE LICENSED
SURVEYOR VMIFY LOCATION AND
O-EVATION OF INVERT PRIOR TO
BACKFILL
CONSTRUCT PIPE SADDLE PER
C.O.B. STD. D-9 AT LOCATIONS OF
CROSSING PIPES WTH CLEARANCE
LESS THAN 120
�Iw
20+50
360 360
360 360
358
358
358 1 358
356
zt 356
356 356
+ >
Sri
>w> MLM
I z 354 354
354 354
4
I
--J 352 352 352
352
350 350
INSTALL 16,64 LF
350 350 IN 3TALL a
OF 181 R -RCP
0 Ifr RGE-RCP Gi
_0 i
348 - 0 1100%L 348
348 348
lzINSTALL 6.00 LF
OF 18' RGJ-RCP 346
346
346
346
344
344
344
1 Nz.
344
FINE H GROUN
PRO ILE OVU
342 342 342 342
340 - '340
340 340
PIPE
338
ik - 338
338
338
Hil -A, I
336 336
36
336 3 <
334
334
334 334
;I
ir SEWER 0
z
<
332 332
332 ------ 2
330
330
330 330
328 328
328 q 328
326
326 1 326 �en
326 A,
324
1? b V 324
324 32
4
-4
>
322 322
322
322
8
320 320
320 320
318
318 318
318
316
316
316 316
A SEC B SECTION MEW STk 15+15.00 C.L.
TION \AEW STA. 12+54.25 C.L
�GALt: MUHL. 1'-:;� sLALL: MUHL. lm I, 5V
VERT. 1' 5' VERT. 1 p 5
360 360
358
358
356 1- 356
354 354
352
Ew]
352
z
350 350
348
348
i INSTALL 23.00 IF OF li*-�
346 prf�m Ilk 1 346
344
344
342
FINIS I GROUNIJ 342
340 PROF LE� 340
PIPE
338
336 336
334
334
332 332
330
330
328 1- 328
I
326
326
rri OR c� cq
324 ------ a�M�— 1 324
322
32.2
320
320
8
318 318
316 316
ZI�UIIUIN j&vy - ZIIA.
Al-t: HUH4- I �U
VERT. l" = S'
U14 I-T OL
u gil I
LJ
A
w
1`54
�E53
+
gm
m
+ +
52
0
SENTO Y
5
1 30 1 30
IS' 2Z 22�
E 255.84'-S-
40OG0 LF
'.2
50
o 26
0 25
1
RE
3 30,
49
g
LAKE EIRACCIANNO AVENUE
(SEE SHEET 5)
7
b
PHASE
2
3g
4
5
2
6
311i
/RW
OVG�l DRAJ909 SQO&48'09 \FIL co
+ 14+00 15+,00 S W48*09" W 349.16- 16+00
s
E S0019120�W FIL .00 LF 8- SEWER, T00:48-04-W
FL 00 LF 8- -09-W
RN PROPOSED WAT;ER MAIN
PER WATER PUNS (TYP)
1Z 12 18' 18� 12, 5
119
1 0, 30,
m 9
230d
24 1 �=� p K 1 21 17
22 1 E
;iE 2 0
PHASE 2
w w 18 w w
YUKON RIVER AVENUE
+ +
w =a (SEE SHEET 3)
BERKSHIRE ROAD
0 tj
WN 10
7 8 9
Ilz
5S 45J
36.15' 13' 111' 34' 3e 11'1
+
7�+w
. . ........
N 0*481 E 35OGO' 1 +
cij
UNE
BEARING
DISTANCE
W
W
ELI
31
co
N W47470 E
43.24'
L2
S 6518,390 W
51.9s
L3
S 6tWW E
58.9v
1 16
515 1
gl 4
n
12
+
+
+ +
8-4
m tua�
KOYUK RIVER STREET
STA. 10+00.00 C.L. TO 19+55.00 C.L.
SCALE: 1" = 50' HORIZONTAL
360 . ..... 360
INSTALL 99.50 LF1 OF
360 360 z I 11 26.09 LF 18* ROII-RCP 0 0.20% 2ox
18" 1 a cL,
358
358
358 358 0
356 356
z
356
I
354
354 m I
352
352
352
w 4 z 350
�01
350
T 350
348 348
348 346
348 346
INSTIi 13.00 LF OF i
346 10! RG'i 0'-100% 346 1 1
344 "IN
i 344
344
344 -T 342
342
342 342
340
IND
340
340
PIPE338 - -- — --- ------ . ..... - - ------ -
338 L-
338
336
336
%-'INV.
336 336
334
334
�Ni le DRAIN 1
INV. 8' SEIIIER I
334 1 S* SEWER 334
-717 1
332
-A
332
I r
332 332
330 L 330
330 1
;o 330
T 398
328
8
32 Z Z
328 . . . ...... L I . .... 1 326
326
326
326 324
324
i awl w u
i r! PVC SSEEil 0 0.2' X
I INSTALL 40a.001 LF OF EIR Pvc Si 0 0.26% INSTALL 400.001 LF OF 01 LF OF Er Pvc si 0 100%
324 --- --- ----t 324 i
322 322
i f
322 322
320
320
320
318 318
318 318 1 L
316
316
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50
316 316 STA. 10+00.00 C.L TO 19+55.00 C1.
SCALE: I" = 5V HORIZONTAL
1 5' VERTICAL
SECTION MEW STA. 12+05.69 C.L. EXISTING WATER
bUAi HUXL. T = 50'
VERT. 10 5! SURVEY MONUMENT PROPOSED GATE VALVE & VALVE CONSTRUCTION NO]i
LEGEND: LEGEND (CONT.): BOX - SEE CWS PLAN EXISIINO STORM DRAIN
z
Ink
0 STORM DRAIN MANHOLE TYPE -A- EXISTING GATE VALVE EXISlING EDGE OF PAVEMENT STUB & PLUG STORM DRAJN/SEWER.
ABBREVIATIONS PER C.O.B. STANDARD.
Fi FLOWLINE R/W RIGHT-OF-WAY CATCH BASIN WITH 3.5 , OPENING PROPOSED FIRE HYDRANT PHASE UNE EXTEND WITH FUTURE DEVELOPMENT.
C.L. CENTERUNE Mi MANHOLE TOP OF MANHOLE ASSEMBLY - SEE CIS PLAN CONTRACTOR TO HAVE LICENSED
PER GO.B. STANDARD DETAIL S-12, V EXISTING FIRE HYDRANT EASEMENT LEGEND SURVEYOR VERIFY LOCATION AND
CENTERUNE UNLESS OTHERWISE NOTED. 6 PROPOSED 2� BLOWOFF BACKIFILL
Ei ELEVATION SMEH SEWER MANHOLE ELEVATION OF INVERT PRIOR TO
C.O.B. CITY OF BAKERFIEUD SDMH STORM GRAIN MANHOLE CONSTRUCT SEVIER MANHOLE TYPE "A- ASSEMBLY - SEE CWS PLAN SECIRON LETTER
TIO.M. TOP OF MANHOLE CB CATCH BASIN CONSTRUCT STORM DRAIN PER QO.B. STD. PER C.O.B. STANDARD DETAIL S-7.
T.O.C. TOP OF CLEANOUT GB GRADE BREAK CONSTRUCT SEWER PER r.O.B. STANDARD 0 CONSTRUCT SEWER CLEANOUT PER /—PIPE SIZE A CONSTRUCT PIPE SADDLE PER
INV. INVERT S/W SIDEWALK B�s —UTIi 2 C.O.B. STD. D-9 AT LOCATIONS OF
EL/i ELEVATION FH FINE HYDRANT PROPOSED WATER - SEE CWS PLAN C.O.B. STANDARD DETAIL S-20. W-WATER S-SEWER CROSSING PIPES WITH CLEARANCE
PA PROPERTY UNE D.W.S. DESIGN WATER SURFACE S) EXISTING SEWER MANHOLE G-GAS D-DRAIN SHEET WHERE SECTION IS SHOWN LESS THAN 12'
EP. EDGE OF PAVEMENT XRW EX. RIGHT-OF-WAY TRACT BOUNDARY
i EXISTING CWS CITY WATER SERVICE EXISTING SEWER
C/G CURB & GUTTER STD. STANDARD
V V4 I-T I
- ---------
360
360
358
-------- - +
358
350
INS fA[L-f3—L OF
1
350
ligro R POP 0 00%
348
346
346
344
344
FINISH GROUN
PROFILE OVER
338
338
336
336
2
334
Ei SEWER
334
332
L
332
33 0
330
328
9
-1
328
4e
326
326
324
INSTILL
25.131LEF i
----d
324
322
it
322
320
320
318
L
318
316
L
316
SECTION VIEW — STA. 13+05.59 C.L
�CA�: HURL.
VERT. 1" 5'
SCALE: 1 50'
50' 25' 01 50' 1002
1" 1 1
01
120
�j
LAKE EIRACCIANW
AVENUE
(SEE SHI
5)
354
352
350
348
w
344
342
340
338
336
334
332
330
328
326
324
322
320
318
316
9-
-50
I
-z
28 I
�52
w
CO
m
w 53
27
<
IN I
w
X
I
(L
w
�02
"2
w
+
+
�?'
+ -
-
Rl
I I rL—
DO S O448'Gg" W 305-00), 12+00
- ---r - � - I- — - L - — -
FL
R A= j
PER WATER PLANS (TYP)
PHASE 2 TER "All
5
29
10+00 11+00 12+00
STA. 10+00.00 C.L. TO 13+05.00 C.L.
SCALE: 1* = 50' HORIZONTAL
1 0 = 5' VERTICAL
54
EIREITENBUSH AVENUE
(SEE SHEET 4)
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
322
320
318
'A i A
13+00 13+50
900j,
�1�1 =
AVENUE
RW56
mf;x �T
C INTERSECTION
STA. 13+00.00
C.L COW
JRW
STA_ 14+30-00 C.L. YUK
:NUE 11
54.9 LF OF
255.05F
18-ORMN S
.RD`48`O9l
481
S-11+00—
—N 048*09m E 300.00
290.00
�O
8" SEWER
FIL
Soo
109�11!
1
12'
-18'
18' 12'
30,
30
57
4m
u INI
BREITENBUSH AVENUE
g
(SEE SHEET 4)
�l� I
:,I 2j 18'
71
I
AY
AVENUE
!2
70
4� "-�tf
YUKON RIVER AVENUE ggd�4
i(SEE SHEET 3) g w4l4n
t2" 't
It;
COW CREEK WAY
STA. 10+00.00 C.L. TO 13+00.00 C.L.
SCALE: 1" = 50' HORIZONTAL
LINE TABLE
LINE #
LENGTH I
BEARING
1-1
59.09
N73* 26'56.19"W
L2
52.08
S6C 57' 46.48-W
PROPOSED WATER MAIN
PER WATER PLANS (TYP)
2
189
YUKON RIVER AVENUE
(SEE SHEET 3)
SCALE: 1" 50'
50' 25' 0, 50' 100'
360
I
------ _- �_
T ----1 --- --- -
360
360
360
,358
INSTALL 95 LF
OF 186 R�-Rl
91STALL-M 05-W OP-w- AG&_RCP
358
358
�IINST Al
358
INSTALL 3.00
LF I I
OF 'rttt
OF 18" J-RCP
10 T00%
356
356
356
356
354
354
354
354
To -w
352
352
352
352
N,
350
a,
350
350 1
350
7. Mww
348
348
348
www
348
346
346
346
FNISH GROUND PROFILE 0 0 ENTERLINE
344
344
344
344
342
,' --------
342
342
IT,— NO,
342
340
114
1
340
340
PROP f OVER
-PIPE
340
338
L
338
3 38
338
1EEffi DR
336
z
336
33 6
336
INV. ar.
z
Bm SEWER
334
------ —
334
334
334
332
332
332
332
330
com . ... ..
z z . . .. ....
330
330
--------- —
330
328
La
- — - - - - - - - -
328
328
328
DO
T__ i
326
L
326
326
326
324
T_
324
324
324
322
322
322
322
320
INS 290.00 LF 8' PVC 0 01?5%
OF SEWER
-1
320
3 120
320
318
318
318 1
------- — - — --- 1
318
x1r
.4 16
316
lip
9+50 10+00
11+00
12+00
1,3+00 1,3+50
STA. 10+00.00 C.L. TO 13+00.00 C.L.
�A SECTION VIEW - STA. 10+49.95 C.L.
SCALE:
1" = SIT HORIZONTAL
�GAFE' HORZ '1� 50
1
5' VER11CAL
VERT. 11 = 5,
LEGEND:
LEGEND (CONT.):
CONSTRUCTION NOTES:
ABBREVIATIONS
E, ) STUB & PUUG STORM DRAINI
FI
FLOWUNE R/W
RtGHT-OF-WAY
TOP OF MANHOLE:
EXIEND WITH FUTURE DEVELOPMENT.
C.L
CE141SUNE MN./MH
MANHOLE
CONTRACTOR TO HAVE LICENSED
EII
ELEVATION SMH
SEWER MANHOLE
— - — - — ---
CENTERLIENE
SURVEYOR VERIFY LOCATION AND
C.O.B.
C31Y OF BAKERFIELD SDMH
STORM DRAIN MANHOLE
ELEVATION OF INVERT PRIOR TO
T.O.M.
TOP OF MANHOLE CB
CATCH BASIN
CONSTRUCT STORM DRAIN PER C.O.B. STD.
BACKnJLL
T.O.C.
TOP OF CLEANOUT GB
GRADE BREAK
S—
CONSTRUCT SEWER PER C.0-8. STANDARD
INV.
INVERT S/W
SIDEWALK
EL/aEV
ELEVATION FH
FIRE HYDRANT
PROPOSED WATER - SEE CWS PLAN
CONSTRUCT PIPE SADDLE PER
PA
PROPERTY LINE D.W.S.
DESIGN WA70 SURFACE
C.O.B. STD. D-9 AT LOCATIONS OF
E.P.
EDGE OF PAVEMENT XRW
EX. RIGHT-OF-WAY
TRACT BOUNDARY
CROSSING PIPES WTH C-EARANCE
LESS THAN 12'
EX./EXIST.
EXISTING CWS
CITY WATER SERVICE
EXISTING SEWER
C/G
CURB & GUTTER STD.
STANDARD
EXISTING WATER
SURVEY MONUMENT
N PROPOSED GATE VALVE & VALVE
BOX - SEE CWS PLAN
EXISTING STORM DRAIN
0
STORM DRAIN MANHOLE TYPE "A"
X EXISTING GATE VALVE
EXISTING EDGE OF PAVEMENT
PER C.O.B. STANDARD.
CATCH BASIN WTH 3.5' OPENING
)1( PROPOSED FIRE HYDRANT
ASSEMBLY - SEE CWS PLAN
PHASE LINE
PER C.O.B. STANDARD DETAIL S-1z
EXISTING FIRE HYDRANT
EASEMENT LEGEND
UNLESS OTHERWISE NOTED.
PROPOSED 2" BLOWDFF
CONSTRUCT SEWER MANHOLE TYPE *Am
ASSEMBLY - SEE CWS PLAN
SECTION LETTER
PER C.O.B. STANDARD DETAIL S-7.
/—PIPE S17E
0
CONSTRUCT SEWER CLEANOUT PER
B�s —UTIUTy-
4SHEET
C.O.B. STANDARD DETAIL S-20.
W-WAiR S-SEWER
OS
EXISTING SEWER MANHOLE
G-GAS D-DRAIN
WHERE SECTION IS SHOWN
�aw
9+50
PHASE 1
tj
3
EV-,,
11+00 N CW4ErOg* E 350.00 12+D0
FL
260.00 11 LF 87 SEWER Nor, wE
FIL
R;7
12
g g1l g 10
+ +
4
5
Le,
99
99
8
g
?
SCRIVIA COURT
STA. 10+00.00 C.L. TO 13+50.00 C.L.
SCALE: 10 = 50' HORIZONTAL
10+00 11+00 12+00 13+00
STA. 10+00.00 C.L. TO 13+50.00 C.L.
SCALE: 1" = 50' HORIZONTAL
1 " = 5' VERTICAL
viv
14+00
M
E;
�7)
STA. 18+OZ94 C.L. 13ERKSHRE ROAD
C
�15
17 1
C
T+
13
1
s14 1
18
9
9,
0
3V
8
9
9
1;4 �A f7��
+
112'1 18'1
8' 12'
vt
t
+
+
I
4-
1
I
Ft
-W
W
A.
PBOPn
11+00
12+00
N 0'409" E 4
0
1�4+ 0
S
FL,\
WE
WATWED MAIM
PER WATER PLANS TYP
YUKON RIVER AVENUE
24
1 c;
23
g 22 1
�21 1
g 20
19
(SEE SHEET
3)
13,1 II*
34� 11',
+
+
+
+
58'
BERKSHIRE ROAD
CHETCO RIVER STREET
STA. 10+00.00 C.L. TO 14+67.74 C.L.
SCALE: 1" = 50' HORIZONTAL
1 0 = 5' VERTICAL
3
0.
3 2
z
41
LINE TABLE
ONE #
LENGTH
BEARING
Ll
58.82
N74' 25' 23"W
L2
50.59
S71- 29- 06-W
63 1
MSEC11ON I
lO+0GG0 CL LAGO PUWMI STREET
CL BREITINBUSHi AVENUE
�umm`� 0 * �11+000�N 0*48'W E 300.00`�o
9
A
0
81
9+50 10+00 11+00 12+00 13+00 14+00 15+00
15+50 1�+ �3
1 0�00
LEGEND:
FL/F.L
ABBREVIATIONS
FLOVAUNE R
RIGHT-OF-WAY
C.L.
M.e
CENTERUNE /MH
MANHOLE
ELEV.
ELEVATION SMH
SEWER MANHOLE
CO.B.
CITY OF BAKERFIELD SDMH
STORM GRAIN MANHOLE
TAM.
TOP OF MANHOLE 03
CATCH BASIN
T.O.C,
TOP OF QIANOUT G8
GRADE BREAK
INV.
INVERT S/W
SIDEWALK
EL/ELEV.
O-EVATION AN
FIRE HYDRANT
PA
PROPERTY ONE D.w.s.
DESIGN WATER SURFACE
LIP.
EDGE OF PAWMENT XRW
EX. RIGHT-OF-WAY
EX/EXIST.
EXISTING CWS
CITY WATER SERVICE
C/G
CURB & GUTTER SID.
STANDARD
SURVEY MONUMENT
PROPOSED GATE VALVE VALVE
BOX - SEE CWS PLAN
0
STORM GRAIN MANHOLE TYPE wA"
x EXISTING GATE VALVE
PER C.O.B. STANDARD.
mr
CATCH BASIN WITH 3.5 OPENING
PROPOSED FIRE HYDRANT
ASSEMBLY - SEE CWIS PLAN
PER C.O.B. STANDARD DETAIL S-12,
EXISTING ARE HYDRANT
UNLESS OTHERVASE NOTED.
PROPOSED 27 BLOWOFF
(D
CONSTRUCT SEWER MANHOLE TYPE "e
ASSEMBLY - SEE CWS PLAN
PER C.O.B. STANDARD DETAIL S-7.
/—PPE SIZE
0
CONSTRUCT SEWER CLEANOUT PER
8.S —UTILITY..
CAR. STANDARD DETAIL S-20.
W-WATER S-SEWER
IS�
EXISTING SEWER MANHOLE
G-GAS D-DRAIN
8gd
8
8
&ANAYUKON RIVER AVENUE
9;
(SEE S T 3
25
Iv 26
127
28
t; Iy; 30' 30
1
�3
12' 18' 18' 111
6 4
R
7;
0149W E
8 1 'SEWER
SGO 48i(W�W TiT
I-
S-T— �14+0611
j=Li-423"---
243.31 LF 60 Flo
--T
Tw-
w
X
8
1 0;
1 m 13N
0;
1
tN
c;
R39
1 938
R c;
637
I c; 35 CR
'R
c;
R� 34
I
33
+
+
iz 06
+ +
5 � +
1 +
+
+
LAGO
PUCCINNI
STREET
STA. 10+00.00 C.L. TO 16+50.00 C.L
SCALE I = 50' HORIZONTAL
1 1 = 5' VERTICAL
LEGEND (CONT.):
3519 Tom.
W�� TOP OF MANHOLE
— - — - — - — CENTMNE
I>----- CONSTRUCT STORM DRAIN PER C.O.B. SM.
—.—s— CONSTRUCT SEWER PER C.O.S. STANDARD
PROPOSED WATER - SEE CWS PLAN
TRACT BOUNDARY
EXISTING SEWER
EXISTING WATER
EXISTING STORM DRAIN
EXISTING EDGE OF PAVEMENT
111111111 M PHASE LINE
EASEMENT LEGEND
.IEESECTION LETTER
SHET WHIERE SECTION IS SHOWN
3
k?9
BERKSHIRE ROAD
p
+
1�* 13' 11' 34'
1 58, +1 45'
go
+ 9
+
!Q
I'D
16+00 L
1,09- 1
6+00 L
ci 0
WR 0
3t
rc <
-4
R32
mw
;5;i 0 <
31 GO
SCALE: 1" 50' 1�x
50' 25' 01 50, 100,
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
00
LAKE BRACCIANNO AVENUE EIREITENBUSH AVENUE
50' 25'
SCALE:
01
1"
50'
50,
100,
SUMP LOT
STA, 10+00.00 CL TO 19+55.00 C.L.
SCALE: 1* = 50' HORIZONTAL
0
348 --- - ---
T_
1346
346
I APPROXIMATE FG
OVER STORM DRAIN
344 344
41 t
342
342 7
340
340
-- ------- --- 338
338
336
336
334
334
332 332
330 -A 330
BOTTOM ELEV IN
GRAIN
328
328
326 326
324
324
322 322
3 0 320
2
IN U 53�78 LF I
7- ___r_ _F ------ 318
318
INSTAI L 260.02 LF! OF le LGL-RCP R 0.20%'i 006
5 LF Of
316 316
SUMP LOT STORM DRAIN
\1 �9 1-50'
LEGEND:
FL/F.L
ABBREVIATIONS
FLOMME R W
RtGHT-OF-WAY
QL
CENTERLINE M.H�/MHI
MANHOLE
ELEV.
ELEVAT10N SMH
SEWER MANHOLE
GOB.
CITY OF BAKERFIELD SDMH
STORM GRAIN MANHOLE
T.O.M.
TOP OF MANHOLE CB
CATCH BASIN
T.O.C.
TOP OF CLEANOUT GB
GRADE BREAK
INV.
INVERT S/W
SIDEWALK
EL/ELEV.
ELEVATION FH
FIRE HYDRANT
PA
PROPERTY LINE D.W.S.
DESIGN WATER SURFACE
E.P.
EDGE OF PAVEMENT XRVV
EX. RIGHT-OF-WAY
EX./EXIST.
EXISTING GINS
CITY WATER SERVICE
C/G
CURB & GUTTER STD.
STANDARD
SURVEY MONUMENT
PROPOSED GATE VALVE & VALVE
BOX - SEE M PLAN
0
STORM DRAIN MANHOLE TYPE -A-
EXISTING GATE VALVE
PER COB. STANDARD.
)1( PROPOSED FIRE HYDRANT
mr
CATCH BASIN WITH 3.51 OPENING
ASSEMBLY - SEE CWS PLAN
PER C.O.B. STANDARD DETAIL S-IZ
V EXISTING FIRE HYDRANT
UNLESS 07HERVASE NOTED.
6 PROPOSED 0 BLOWOFF
(D
CONSTRUCT SEWER MANHOLE TYPE -A'
ASSEMBLY - SEE CWS PLAN
PER C.O.B. STANDARD DETAIL S-7.
/�PIPE SIZE
o
CONSTRUCT SEVIER CLEANCUT PER
Bas-UnRiTy..
C.O.B. STANDARD DETAIL S-20.
W-WATER S-SEWER
CD
EXISTING SEWER MANHOLE
G-GAS D-DRAIN
LEGEND (CQNT.L
519 TO A
,.j� TOP OF MANHOLE
- - - - - - - CENTERLINE
�D --- CONSTRUCT STORM DRAIN PER C.O.B. SM.
�s� CONSTRUCT SEWER PER C.O.B. STANDARD
-w- PROPOSED WATER - SEE CWS PLAN
TRACT BOUNDARY
EXISTING SEVER
EXISTING WATER
EXISTING STORM DRAIN
EXISTING EDGE OF PAVEMENT
m PHASE LINE
EASEMENT LEGEND
SECTION LETTER
A
2
�t �uim IS SHOWN
CONSTRUCTION NOTES:
STUB & PWG STORM DRA1N/SEWER.
EXTEND WITH FUTURE DEVELOPMENT
CONTRACTOR TO HAVE LICENSED
SURVEYOR VERIFY LOCATION AND
ELEVATION OF INVERT PRIOR TO
BACKFft.L
CONSTRUCT PIPE SADDLE PER
C.O.B. SM. D-9 AT LOCATIONS OF
GROSSING PIPES NTH CLEARANCE
LESS THAN 12m
CONSTRUCT STORM DRAIN MANHOLE
TYPE *A7 WITH TRAFFIC RATED
GRATE INLET COVER. CONTRACTOR
TO ROTATE GONE TO WHERE THE
OPEN114G MATCHES SWALE FLOWUNE
CURVE TABLE
GURVEE
ADIUS
LENGTH
TANGENT
DELTA
CI
10!kOW
39.42�
19.9dV
2103W340
C2
63.00'
7L50'
40,15?
65601'2e
C3
136.77'
M56
11-30'
9*2644r
C4
9Z31'
55.04'
2&37*
FUTURE
LOT LINE
LINE
TABLE
LINE ff
LENGTH
BEARING
Li
216,41
SO4
48'
08.90"W
L2
20.57
N89*
5S
57.1rW
L3
23.77
N89'
11'
51.100W
L4
48.80
N5G*
15'
13.72�W
1_5
229.43
NO'
34'
06.84"E
L6
95.62
N72'
27'
57.03"E
L7
23.18
S68'
08�
17.47"E
1_8
2.66
SEW
37'
47.WE
L9
62.13
N72*
13'
28.72"E
L10
10.11
N7*
50'
50.22-W
L11
97,36
NO*
23'
41.53"E
L12
84.02
NO�
37'
4&59"E
L13
19.67
N50'
15
13.72"W
L14
79,35
So'
26'
08191"W
13.00
N89-
52'
25.19-W
RL15
L16
66.18
SO'
25'
11.39OW
L 17
30.89
SS
25'
46�24�W
W
BACKFILL PER SOL SUMP OvEREXCAvATIoN W9.00,
ABSORPTION EVALUATION . . . . . . .
SEC11ON
EXPANDED SUMP
SCALE. N.TS.
IN
US
��-a�t/
VFJ IT
TRACT BOUNDARY 4
SEXISTING
CHAIN LINK
FENCE SCALE: 1" 30'
(PROTECT IN PLACE)
30, 15' 0. 30' 60
Know whars below.
Call before you dig.
Uj
m
0
0
<
d
0
z
0
CL
X
uj
CL
ca
0 �� - �) 0 Ll L4 P), I �, ->-
CITY RECORDS NO:
OD
FUTURE STREET 29
SEE LEFT FOR CONTINUATION
FUTURE STREET 98" CL. INTERSECTION
STA. 6+60.05 C.L STREET 'C!
SEE RIGHT FOR CONTINUATION tj t tj
C.L. INTERSECTION STA. 1+00.00 C.L. STREET Of 0
STA. 1+00.00 C.L. STREET 'B"
F SSMIJ-05
STA. 3+19.66 C.L. STREET 'All Ilk
T W 6+6500 �CL 500 LT
0 tj I
8
9 STA. 19+25.00 SEWER
C.L INTERSECTION
+ �ig e
Z �2 2+4.55 C L
A r 'C'
/f 1+00.00 C1 SITREET 'a' 9
�jfi -4� `,0 9 9 9 9 9 9 9 9
+
n
P G + 6 0 m 'Pis & PLUG 80 SIDWER
+ + +
STA. 0+98.22 C.L 5.00 FIT. al;� �<: STA. 6+75-00 C.L 5.00 LT.
- - -- - - - - - - - - - ;� �i
STA. 13+65.00 SEVER
+ F e
SSMH-03
�i w A�
- - - - - - - - - - - - 2+41155, QL 5.00p RUT t�; ;5 ;s
//1FUTURE STR T $80 F_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T - - -
STA. 13+65.00 SEWER
FUTURE STREET W
2+00
NOT4BOTE
zl 1 -0 9 1 281100 LF 8" SEWER +G, Sol ]::SOO`_j8l 0. SEVER
_2+00� Elf SEWER 140.3 LF Il Swl
07 S_ -Do- -- Js� N 4+00- 5+ IS 6+00—s 7+00
Q9*w L
flll'
0
+
SS
A-
8' SE7R
ST) .4
51-E
S 8911,51" E 7' - — - — - — ---- 8* SEVER - +
SEWER EASEMENT
SEWER EASEMENT 10.000 24.1 IQOe Elf SEWER
FSEE NOTE BELOW PER DOC. # 219119141 L - - - - - S 57027'Oe IN S8911,510E IN T49090 E
_,Z�PER DOC. IF 219119141
ad; 1, 1 � __-I :::E
EX. 48' SEWER 1 FUTURE STREET `C' SEWER EASEMENT PER Dl #219119141 10.00'
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
g FUTURE STREET `C` _7
MN I C.L. INTERSECTION
SEE RIGHT FOR CONTINUATION
STA. 1+00.00 C.L STREET C
Ign rf�
+ STA. 3+19.66 C.L. STREET 'A'
-ft STA. 2+43.55 C.L. STREET Fr
gi L I
C.L INTERSECIMN
STA. 1+00.00 C.L. STREET El p
FUTURE STREET$W FUTURE STREET "Do
SEE LEFT FOR CONTINUATION INSTALL 10 LF OF 8" PVC SEW 0 0.25% SEE SHEET 11 FOR CONTINUATION
& CAP FOR FUTURE CONNECTION
INV. O-EV. = 329.20
STREET "Al
SCALE 10 = 50' HOR.
1 " = 5* VERT.
350 ------ 7 T __ �_ f -T____� - -
350
348
348
346
346
344
4
344
342
342
340
340
OVER PIPE (APPOOK)
338
338
336
336
334
334
332
332
330
----- -
330
328
: I--
'i f ___1
328
326
— -----
526
INV. B*
SEWER
324
324
322
322
320
320
318
318
316
316
+
314
<
314
312
ILSAlL M�4S7V_LT_rPWSV1ER r6_V,57%+_
312
310
1 - L
310
0+50
1+00
2+00
3+00 3+60
OFFlllllllf SITE IMPROVEMENTS
FUTURE TRACT No. 7041
SCALE 1 = 50' HORIZONTAL
1 4 = 5 VERTICAL
STREET 9131*
SCALE Is 50' HOR.
im 51 VERT.
STREET `Cs
SCALE 1 0 50t HOR,
1" 59 VERT.
354 rrrrrr—rr I --- r-r-r-r-r- -
3 54 354 y T T_ T 354
if if
352 352 f 352
352
1
4 350 350 f
350 L
350
T
348 348 348 348
346 346 346 346
1 4
344 344 344 344
Lf - - - - - -
342
342 342 342 1 T_! f
EX GROUND PROFILE OVER Pik (AP
EX, GROUND ROFILE
ili VC6 Jaw
340 4lD 340 340
am
338 338 4-
338 338
336 336 336 f j
336
334
334 334 334
332 332 332 F 332
330 330
330 330
1 -1 17�
328
328 328 328
P SEVER
INV. e SEWER i 12
i INV. Er SEWER
f INSTALL 1DOD LF 'OF Bw
INSTALL 10.00 LF f 0.25% CAP F� FUTURE ECTI
Vil 8" SEWER
326 f i j 326 326
PVC 0 25%
& FOR FUTURE f f
NECTION w
324 324 324
ED n l
r 4
I L-Li
f m 322 2 T' 322
322 32
flf;
cf, -d
fg
n i I i 320
320 t 320 320
ix I &2�
Li
318 318 318 318
i S 'ALL IJA33 LF OF El PVC SEWER 0 6.25% f
INSTAU� 2KOO1 LF OF 8`1 PVC SEWER 0 0.2§% f
IEMI 28DOO LF OF Ef M 2Dn 0 DR5% i
z
3 _T 316 LLI
316 ? ---- - -- 16 316
w�
314 L__ 314 314 ------ L__ 314 UJI
>
1+00 0+50 1+00 2+00 3+00 4+00 5+00 6+00 7+00
0+25 2+00 2+75
LEGEND:
LEGEND (CONT.):
CONSTRUCTION NOTES:
ABBREVIATIONS (V.I.F-)
VERIFY IN FIELD
519 TOM'
STUB & PLUG STORM DRAIN/SEWER.
FL/l
FLOWLINE W
RIGHT-OF-WAY
TOP OF MANHOLE
EXTEND VATH FUTURE DEVELOPMENT. FWF—SITE
IMPROVEMENTS
TO BE
CONSTRUC'urED
WITH
PHASE
1
C.L
MR
CENTERLENE N�/MH
MANHOLE
CONTRACTOR TO HAVE LICENSED
vp Ior
ELEV.
ELEVATION SMH
SEWER MANHOLE
CENTERUNE
SURVEYOR VERIFY LOCATION AND
C.O.B.
CITY OF SAKERRELD SDMH
STORM DRAIN MANHOLE
ELEVATION OF INVERT PRIOR M
T.O.M.
TOP OF MANHOLE CB
CATCH BASIN
CONSTRUCT STORM DRAIN PER C.O.B. STD.
BACKFILL
14��
T.O.C.
TOP OF CLEANOUT OR
GRADE BREAK
�l CONSTRUCT SEWER PER C.O.B. STANDARD
S�_�
INV.
INVERT S/W
SIDEWALK
EL/ELEV
ELEVATOR FH
FIRE HYDRANT
—w— PROPOSED WATER - SEE CWS PLAN
CONSTRUCT PIPE SADDLE PER
P/L
Fk ROPIETITY LINE Owl
DESIGN WATER SURFACE
C.O.B. SM. D-9 AT LOCATIONS OF
FP.
EDGE OF PAVEMENT XRW
EX. RIGHT-OF-WAY
TRACT BOUNDARY
CROSSING PIPES WITH CLEARANCE
LESS THAN 120
EX./EXIST.
EXISTING CWS
CITY WATER SERVICE
EXISTING SEWER
C/G
CURB & GUTTER SM.
STANDARD
EXISTING WATER
(1)
SURVEY MONUMENT
H PROPOSED GATE VALVE & VALVE
BOX - SEE CIS PLAN
a(ISTING STORM DRAIN
SCALE:
1"
50'
0
STORM DRAIN MANHOLE TYPE `A I
�N EXISTING GATE VALVE
EXISTING EDGE OF PAVEMENT
50* 25' of
50' 100*
PER C.O.B. STANDARD.
4(
CATCH BASIN NTH 3.5 OPENING
PROPOSED FIRE HYDRANT
ASSEMBLY - SEE CWS PLAN
11111 PHASE LINE
PER C.O.B. STANDARD DETAIL S-12,
b/ EXISTING FIRE HYDRANT
EASEMENT LEGEND
UNLESS OTHERVASE NOTED '
6 PROPOSED 2m BLOWOFF
CONSTRUCT SEWER MANHOLE TYPE *A*
ASSEMBLY - SE M PLAN
SECTION LETTER
PER C.O.B. STANDARD DETAIL S-7.
SIZE
/—PIPE
C014STRUCT SEWER CUFANOUT PER
B"S—UTILITY..
.44:SHEET
C.O.B. STANDARD DETAIL S-20.
W-WATER S-SEWER
(D
EXISTING SEWER MANHOLE
G-GAS D-DRAIN
WHERE SECTION IS SHOWN
FUTURE MARTIAN RIVER STREET
SEE —RIGHT FOR CONTINUATION
I w
C.L INTERSECIION C.L. INTERSECTION
STA. 1+00.00 C.L. §TREETD STA. 3+82.50 CIL. STREET T�
STA. 6+60.00 C.L. STREET 'C* STA. I+GDOG C.L FUTURE MARTIAN RIVER SSMH-06
STA6. 3+77.50
INSTALL 10 LF OF 8' STA. 22+10.70
FUTURE 0ONNECTIOl
INV. ELEV. = 329.8 R
---------------------
SEWER EASNENT PER DOC. #2191191141 V-�SS911'51'E
PW SEWER & 1125% NOG'a48oG91E I
& PLUG AT END FO
282.50 LF OF 8ft SS N89`11'510W laOD LF OF e SS
3+00
72+'60 7FUTTURE-
STREET ID1
u F —�F-
b
+ +
m
?
FUTURE STREET *Co
SEE SHEET 10 FOR CONTINUATION
STA. 3+87.50 C.L. 5.00 LT.
__j
41.61'
N 1943V337 W
OFFIIIIII
SITE IMPROVEMENTS
F=RE TRA%'.l No. 7043
SCALE:
1"
50'
50' 25,
ol
50, Too'
SCALE: 1" 50' HORIZONTAL
356
356
--T
354
L-, -J -- - ------
354
352
352
350
I r
350
348
348
346
--
-----
346
344
344
- --- --- --------- --------------
-------------
342
(EX.
342
GROUND PROFILE OVER PIPE (APPROX)
340
340
338
338
336
------
336
334
------ --------- -
334
332
332
330
I r
330
INSTALL 10 06 LF OF 8* PVC
L
328
328
I kialOO.25XI
CAP FOR FUTURE CONNECTION
326
--t - -----
326
324
_J ------ - L ... .......... 11
324
4
322
322
320
-4
320
318
T
318
INSTALL i8Z50 LF i OF F PVC SEWER6o.26%
-41 R
116
0+50 1+00 2+00 3+00 4+00
SCALE I = 50' HORIZONTAL
1 1 = 5' VERTICAL
4+50
FUTURE STREET V
SEE LEFT FOR CONTINUATION
tj
pod
SE"�12 EASEMENT PER DOC. #219119141
7 4+00 1
I IS 5+1 S�
256.1 LUF OF SS SDO*48'09*i:�� - 46.00 LF OF 8' SSIO
1 10. 100' NW48'09*E
8 r SEWER
SE
S8911,51WE
- — — — — — — — — — — —
cr c; a 6 c;
OFF�SITE IMPROVEMENTS
F=RE TRACT No. 7043
SCALE: I" = 50' HORIZONTAL
T-
3-09-W- - —310,83 LF OF 8- SS SOO-48-09-W -
lo.00' / N
B" SEWER TRACT BWNDARY
S8911'WE STA. 7+63�211 C.L.
INSTALL 10 LF OF 9" PVC SEWER 0 0.2,15%
& PLUG AT END FOR FUTURE CONNECTION
INV. ELEV. = 33ZO9
SCALE: I" = 50* HORIZONTAL
I I = 5' VERTICAL
43
RW
FIL Tj
FIN
42
I 1 11
LAKE BRACC10
SEE SHE
50' 25'
SCALE:
0,
1"
50'
50'
Too'
LEGEND:
LEGEND (CONT.):
CONSTRUCTION NOTES:
FL/F L
ABBREVIATIONS
FLOWLINE R/W
RIGHT-OF-WAY
19 TOM.
TOP OF MANHOLE
STUB & PLUG STORM DRAIN/SEWER.
EXTEND WIIHI FUTURE DEVELOPMENT.
OFF -SITE IMPROVEMENTS TO BE CONSTRUCTED WITH PHASE 1
C.L.
CENTERILINE M.H./MH
MANHOLE
CONTRACTOR TO HAVE LICENSED
ELEV.
ELEVATION SMH
SEWER MANHOLE
— - — - — - — CENTERUNE
SURVEYOR VERIFY LOCATION AND
CO.B.
CITY OF BAKERFIELD SDMH
STORM DRAIN MANHOLE
ELEVATION OF INVERT PRIOR TO
TAM.
TOP OF MANHOLE ca
CATCH BASIN
CONSTRUCT STORM DRAIN PER CO.B. STD-
BACKFILL
T.o.c.
TOP OF CLEANOUT GB
GRADE BREAK
--s— CONSTRUCT SEWER PER C.O.D. STANDARD
Ntip�, V
& N
INV.
INVERT S/W
SIDEWALK
EL/ELEV.
ELEVATION FH
FIRE HYDRANT
PROPOSED WATER - SEE CWS PLAN
CONSTRUCT PIPE SADDLE PER
PAL
PROPERTY LINE DAS,
DESIGN WATER SURFACE
C.O.B. STD. 0-9 AT LOCATIONS OF
CROSSING PIPES WITH CLEARANCE
E.P.
EDGE OF PAVEMENT XRW
EX. RIGHT-OF-WAY
TRACT BOUNDARY
LESS THAN If
EX./EXIST.
EXIS IING CWS
CITY WATER SERVICE
EXISTING SM
C/O
CURB & GUTTER STD.
STANDARD
EXISTING WATER
Fc
0
SURVEY MONUMENT
N PROPOSED GATE VALVE & VALVE
BOX - SEE GWS PLAN
L) EXISTING STORM DRAIN
0 49 -a -'a
0
STORM DRAIN MANHOLE TYPE "A-
X DOSTING GATE VALVE
EXIS IRIG EDGE OF PAVEMENT
PER C.O.B. STANDARD
CATCH BASIN WITH 3.5' OPENING
PROPOSED
ASSUABLY
FIRE HYDRANT
- SEE CWS PLAN
IIIIIIIII PHASE LINE
PER C.O.B. STANDARD DETAIL S-IZ
EXISTING FIRE HYDRANT
4> EASEMENT LEGEND
UNLESS OT14ERVASE NOTED.
vt4 IT 1�
CONSTRUCT SEWER MANHOLE TYPE *9
PROPOSED 27 BLOWOFF
AMBLY - SEE CWS RAN
SECTION LETTER
PER C.O.D. STANDARD DETAIL S-7.
/—PIPE SIZE
A
5
0
CONSTRUCT SEWER ClEANOUT PER
ans—LITILITY..
—ESHEET
n
C.O-B. STANDARD DETAIL S-20.
W-WATER S-SEWER
2
(!S�
EXISTING SEWER MANHOLE
G-GAS D-DRAIN
WHIRL SECTION IS SHOWN