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CITY OF BAKERSFIELD
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KERN COUNTY CALIFOR�N�IA
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,FF= TE T RM DRAIN,
IMPROVEMENT PLAN
0 sl s 0
FOR
PARCEL MAP NOW 121112
VICINITY MAP
NO SCALE
CONSTRUCTION NOTES:
(D INSTALL MANHOLE D
0 OR TO THE START OF ANY PHASE OF
CONSTRUCTION9
INSPECTION
oO DEPARTMENT
r,, r SHALL +r
BE
24 HOURS NOTICE. TELEPHONE 326-3049
ALL
MATERIALS
ra rr! FOR THIS
PROJECT
WILL REQUIRE A CER11FICATE OF COMPLIANCE
STATING THAT THE REQUIREMENTS & STANDARDS1
SET FORTH
BY
OF
BAKERSFIELD
r
BEEN
3. NO CITY r
tu nONS WILL BE GIVEN FOR THEi
i
WORK
AREA a 4 STREET • r
MIT
NTH APPROPRIATE
rrrOrrA SECURITY AND
INSURANCE
HAS BEEN OBTAINED.
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 ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE
CORRECTED DURING CONSTRUCTION. -
-17
w w • i r• r a. McINTOSH R.C.E. DATE
EXP. 6-30-18
y0ESS/
r No. 33322
S��i CIVt��Q'
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 INDICATED AS "PRIVATE"
HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED.
APPROVED
•• • ir! • j i r PUBLIC WORKS ■ r is
R
:• 61069 • 1 •. i
/Z _
REVIEWED w,.
ASSISTANT
i • w• WORKS DIRECTOR
O Da
INDEX OFSHEETS
0
LEGENDs
E.P.
EDGE OF PAVEMENT FS
FINISH SURFACE
TC
TOP OF CURB FC
FINISH CONCRETE
FL
FL0IMINE TG
TOP OF GRATE
FF
FINISH FLOOR ELEVATION
RIGHT--OF-WAY
3 COFFEE ROAD BORE
EXIST. SEWER MANHOLE
PROJECT BOUNDARY
4 RETENTION BASIN
EXIST. DRAIN MANHOLE
- PROPOSED EDGE OF PAVEMENT
EXISTING TRAFFIC SIGN
3b9 PROPOSED CONTOUR ELEVATION
-- —
- EXISTING EDGE OF PAVEMENT
D PROPOSE} DRAIN LINE
__-- 369
EXISTING CONTOUR ELEVATION
S PROPOSED SEWER UNE
--
EXISTING DRAIN UNE
W PROPOSED WATER UNE
-- ----
EXISTING SEWER UNE
PROPOSED GRATE INLET
WEST LINE OF SECTION 33, T.29S., R.27E., MDM ON
OUTLET STRUCTURE
1 EA
G—
EXISTING GAS UNE
FUTURE CATCH BASIN
- -
- - EXISTING WATER UNE
fi DETAIL NO.
(D
PROPOSED DRAIN MANHOLE
MEET N0.
CONSTRUCTION NOTES:
(D INSTALL MANHOLE D
0 OR TO THE START OF ANY PHASE OF
CONSTRUCTION9
INSPECTION
oO DEPARTMENT
r,, r SHALL +r
BE
24 HOURS NOTICE. TELEPHONE 326-3049
ALL
MATERIALS
ra rr! FOR THIS
PROJECT
WILL REQUIRE A CER11FICATE OF COMPLIANCE
STATING THAT THE REQUIREMENTS & STANDARDS1
SET FORTH
BY
OF
BAKERSFIELD
r
BEEN
3. NO CITY r
tu nONS WILL BE GIVEN FOR THEi
i
WORK
AREA a 4 STREET • r
MIT
NTH APPROPRIATE
rrrOrrA SECURITY AND
INSURANCE
HAS BEEN OBTAINED.
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 ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE
CORRECTED DURING CONSTRUCTION. -
-17
w w • i r• r a. McINTOSH R.C.E. DATE
EXP. 6-30-18
y0ESS/
r No. 33322
S��i CIVt��Q'
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 INDICATED AS "PRIVATE"
HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED.
APPROVED
•• • ir! • j i r PUBLIC WORKS ■ r is
R
:• 61069 • 1 •. i
/Z _
REVIEWED w,.
ASSISTANT
i • w• WORKS DIRECTOR
O Da
INDEX OFSHEETS
SHEET TI
1 COVER SHEET
2 NOTES & SPECIFICATIONS
3 COFFEE ROAD BORE
4 RETENTION BASIN
MODIFICATION
LIST OF MATERIALS
MEM DEAN IMEBOVEMENT3
TOTAL
BASIS
BEARINGS®
24" STORM DRAIN LINE
$, STEEL CASING
163 LF
120 LF
THE BEARING
OF N 00`01'18" E AS SHOWN FOR THE
STORM DRAIN MANHOLE
1 EA
WEST LINE OF SECTION 33, T.29S., R.27E., MDM ON
OUTLET STRUCTURE
1 EA
PARCEL MAP
No. 5700 FILED IN PARCEL MAP BK. 26,
PG. 7 IN THE
KERN COUNTY RECORDERS OFFICE WAS
USED AS THE
BASIS OF BEARINGS SHOWN HEREON.
BENCHMARK USED:
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
INTERSECTION • ROAD
• a If a DESERET WAY.
ELEVATION •o •' • i i BENCH BOOK)
LEGAL DESCRIPTION:
r ` • • r a • •• m m • • 0 r
•r (t 1•D a r •r • r a r a. W
a r • •• r - `* r • N 0 ! n r
• t • w • • • r ` •;
IN
• • • r • r It . • a � •
a • i a r • r • • • � ` r • •
II! i ` li •' w a r
Know whars below.
Calbefomyou dig.
IIIIIIIIII
UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS
BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600.
CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS
OR ARE WITHIN 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 NOTIFIED IN ORDER
TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY
THE CONTRACTOR SHAM BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF
THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR
SHAH 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 LINES 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.
UTILITIES SHAH 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 EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES,
ETC.) THAT ARE REMOVED, DAMAGED, UNDERCUT, OR DO NOT MEET CURRENT
STANDARDS 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 WITH 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 WITHIN EXISTING ACCEPTED STREET RIGHT-
OF-WAY. UNLESS SECURED BY AN IMPROVENT AGREEMENT, APPROVED INSURANCE AND
SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN
THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT
.. 1. •. !" • r ■:1 �. �... 1 !.# i •:. w ; !r
•
• i/ •, 1 i•! / 1 r i
2. STANDARD DETAILS
THE FOLLOWING CITY OF BAKERSFIELD STANDARDS
SHALL BE CONSIDERED PART OF THESE PLANS -
D -11, D-12, D-13, S-7, SW -8
3. VCP INSTALLATION
MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY
CONFORMING TO CURRENT ASTM SPECIFICATION C-700 AND SHALL BE INSTALLED IN
CONFORMANCE WITH 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.
ANTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END
WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION
C-425.
THE PIPE AND FITTINGS FOR 6", 8", 10", AND 12" SANITARY SEWER MAINS MAY
BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM
SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS
MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINLINE"
BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED.
THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING
LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE
CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RiNGS ARE NOT
REQUIRED)
4. ABS PIPE INSTALLATION
MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS 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 �JOINTS SHALL BE
IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE
CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD.
INSTALLATION : PiPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH
THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, 11, AND iII EMBEDMENT
MATERIALS WILL BE CONSIDERED SUITABLE.
5. PVC PIPE INSTALLATION
MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT
ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHAH BE HOMOGENEOUS
THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER
INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHAH BE INSTALLED
IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED.
JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL
BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE
CONNECTS TO VCP PIP USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD.
E, E B ELD
INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH
THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, 11, AND III EMBEDMENT
MATERIALS WILL BE CONSIDERED SUITABLE.
6. REINFORCED CONCRETE PiPE WITH PVC LINING.
REINFORCED CONCRETE PIPE WITH PVC LINING SHALL MEET THE FOLLOWING
REQUIREMENTS:
1.A. MATERIALS. REINFORCED CONCRETE PIPE (RCP) SHAH BE EITHER CLASS IV
OR CLASS V WITH WALLS "B" OR "C". RCP SHAH MEET ASTM C 76 FOR STRENGTH,
ASTM C 361 OR AWWA C302 EXCEPT TEST PRESSURE SHAH BE 5 PSI FOR RUBBER
GASKETS, AND LINER TESTS IN ACCORDANCE WITH THE FOLLOWING PARAGRAPHS. PiPE
SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BELL
AND SPIGOT DESIGN WITH A CONTAINED 0 -RING GASKET.
PVC LINER SHALL BE CAST INTO THE WALL OF THE RCP AND SHAH COVER 3600
OF THE PIPE. AH WORK FOR AND IN CONNECTION WITH THE INSTALLATION OF THE
LINING IN CONCRETE PIPE AND FIELD SEALING AND WELDING OF JOINTS SHAH BE DONE
IN STRICT CONFORMITY WITH ALL APPLICABLE SPECIFICATIONS, INSTRUCTIONS AND
RECOMMENDATIONS OF THE LINING MANUFACTURER. LINER SHAH MEET THE FOLLOWING
REQUIREMENTS.
1.B. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC LINER PLATE SHEETS, WELDING
STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES
WHEN TESTED AT 77-F t5 (25•C f3 ).
PROPERIX INITIAL EAR, LQ
TENSILE STRENGTH 2200 PSI MIN, 2100 PSI MIN.
(15 MPA MIN.) (14.5 MPA MIN.)
ELONGATION AT BREAK 200% MIN. 2007o MIN.
SHORE DUROMETER, TYPE D 1 -SEC. 50-60 t5
(WITH RESPECT TO INITIAL TEST RESULT) 10 -SEC. 35-50 t5
WEIGHT CHANGE f1.5
TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM
D412 USING DIE B. WEIGHT CHANGE SPECIMENS SHALL BE 1 -INCH (25 -MM) BY
3 -INCH (75 -MM) SAMPLES. 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 PUH OF AT LEAST 100 POUNDS PER LINEAR INCH (1800 KG/M), APPLIED
PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERIOD OF ONE MINUTE, WITHOUT
RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL 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 SHAH BE FREE OF CRACKS, CLEAVAGES OR OTHER DEFECTS
ADVERSELY AFFECTING 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, SHAH BE FLEXIBLE AND SHAH
HAVE AN ELONGA11ON SUFFICIENT TO BRIDGE UP TO 1/4 -INCH 6 MM SETTLING
/ ( } TTLI
CRACKS, WHICH MAY OCCUR IN THE PiPE OR IN THE JOiNT AFTER INSTALLATIONS,
WITHOUT DAMAGE TO THE LINING.
1.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 77• F t5
(25' C t3 ).
AT 28 -DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS
SHAH BE REMOVED FROM EACH �' THE CHEMICAL SOLUTIONS AND TESTED iN
AGCORDANCE WITH SECTION 7-2.03{1.B) PARA. 2 ABOVE. iF ANY SPECIMEN FAILS TO
MEET THE 112 -DAY REQUIREMENTS BEFORE COMPLETION OF THE 112 -DAY EXPOSURE,
THE MATERIAL WILL BE SUBJECT TO REJECTION.
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9. BENCH BACKFILL
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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 ROLLING
BEFORE SUCCEEDING LAYERS ARE PLACED.
COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF
FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR
ROLLING 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 (907,) RELATIVE
COMPACTION.
SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM
STONES OR LUMPS EXCEEDING THREE (3) INCHES iN GREATEST DIMENSIONS, VEGETABLE
MATTER, OR OTHER UNSATISFACTORY MATERIALS.
IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET.
WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS.
i• ;, it •- •- ! • ! + r •
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SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE
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 FlTTiNG
WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE
REJECTED.
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13. ALL SEWER STUBS SHALL BE CLOSED WITH 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 CALIFORNIA, DEPARTMENT OF TRANSPORTATION,
CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY
OF BAKERSFIELD STANDARD DRAWING S-20.
MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR
PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE
BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON
KENT -SEAL, IN A GROOVED FOUNDATION.
15. STORM DRAIN PIPE
STORM DRAiN PIPE. CONTRACTOR SHAH UTILIZE RCP PiPE, CLASS iII WITH 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, "REINFORCED CONCRETE PIPE", OF THE STANDARD
SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE
SPECIFICATIONS, JOINTS 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
"RUBBER GASKEIED JOINTS", OF THE STANDARD SPECIFICATIONS.
SECTION 65-1.068,
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 FlTTING
WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR nTTTNG TO BE
REJECTED.
PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES
THE COND11ION OF THE BOTTOM OF THE TRENCH. PIPE SHAH 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
WITH 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 WHEN WORK IS NOT 1N PROGRESS,
OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED.
WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO
FACILITATE 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 PROVISIONS 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, WITH SMOOTH EDGES AND FACES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO
ADD11IONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED
OR INCORRECTLY CUT.
16. BQRED,IJAC_KED PIPE
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 WITH
SAND. IF THE PiPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE
CASING ALSO SHALL BE BACKFILLED WITH 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.
17.
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL AH PLANS OF
BORING/JACKING OPERA11ONS PRIOR TO BORING OR JACKING.
BORING/JACKING OPERATIONS SHA BECONDUCTD IN A SAFE AND EFFICIENT MANNER,
a
CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE
PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL
ALLOW THE REPLACEMENT OF THE PIPELINE TO THE UNE 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 WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING
SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HiS
APPROVAL
ITIS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION 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 WITH
SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE.
THE CONTRACTOR BEFORE G WORK, D K, SHAL FURNISH L FU SH THE ENGINEER WITH A
DETAILED PLAN OF PRECEDING WITH 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, a a IN DESIGN, MATERIALS AND CONSTRUCTION TO THE PROVISIONS OF
SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE 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 SHAH 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 WITH ENCASEMENTS SHAH 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 SHAH BE PROTECTED FROM PUBLIC 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 WILL BE SET BY OTHERS. THE OWNER WALL PROVIDE SURVEYS.
CONTRACTOR SHALL GIVE THE OWNER 24 HOURS N0110E WHEN SURVEYS ARE REQUIRED.
ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS
SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER.
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD
PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET
RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT
BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE
RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE
PERMIT.
IIIIIIIIII
SEC TION
PIPE CA SING IMF
4Z of
-OW DIAMETER STEEL CASING WITH 3/8
WALL THICKNESS PER SECTION 70 OF THE
2015 CAL TRANS STANDARD SPECIFICATIONS.
HIGH DENSITY POLYMYLENE
PLAS77C PIPE INSULATOR W TH
SKIDS TO CLEAR PIPE BELLS
(CALPICO MODEL P)
k Me
wo
W
"A
WA
Nm
m1i
Im
R3-4 WESTFIELD ROAD
S8905rl5"E
INTERSECTIONH
vi'M4. - _r
PUBLIC PRIVATE PH.1, PARCEL 1 BOUNDARY PER P.M. NO.
V) 12112 PH. 1, P.M. B. 59, PIGS. 173-175, O.R.
WEST LINE OF SECTION 33,
T.29S., R.27E., M.D.M.
_U U _UL
20": WATER W --------
W W- R/W P.0 '> PEP
--------------- -- - -- - -- - -- --
BOR10 12112= PHASE
E 120 LF - SEE DETAIL A ON THIS SHEET UM DRAIN MANHOLE NO. I NO
589*58'42"E 162.87' - 24" RGJ-RCP DRAIN
=+ STA. 22+55.59, C.L. 67.77RIC) =R2�' STA. 12+29.88, C.L. DRAIN
SEE PROFILE BELOW
ti I
11 it 11 it 11 It 11
V) 11 If 11 11 11 11 11 11 11
S3716'00rE 5.00 11 if 11 11 If 11 11 11 It
PROPOSED 1�1 I If if If 11 It
12" DRAIN 0 2%1 SEE STOCKDALE CENTER FOOD 11 It it
4 4W_C*ASING if COURT GRADING & DRAINAGE
W t it it 11 If
If 11 11
tt PLANS (C.U.P. NO. 15-0321) it it
FOR ON-SITE PRIVATE STORM I] It If
W
STUB 127 DRAIN EM RMHE DRAIN PLANS
372.16 INV 12"
30! WIDE FLOWAGE &
M
it EXISTING CURB, GUTTER & SIDEWALK DRAINAGE EASEMENT BY
LU PER P.M. NO. 12112 PH. 1 STREETDOCUMENT #000216180681
CONSTRUCTION PLANS
IUL
EXISTING CURB
i i t I\\\ s�oo�'� PHASE 1
LL
GUTTER & SIDEWALK PARCEL
TO REMAIN I EXISTING MEDIAN I ILL
STREET RIGHT-OF-WAY
AT % 11 1 P.M. NO. 12112 PHASE 1
CURB TO REMAIN
1- fIf I DEDICATION PER P.M. NO.
-12-112, PHASE 1, BK. 59,
P.M. 13K. 59, PGS. 173-175, O.R
45' 56"
- 1 1 1
C1 i66PGS. 173-175, O.R. %
if
55' 63'it i 10 WIDE P.U.E. PER
04
P.M. NO. 12112, PHASE 1
it
SCALE: 1 20' HORIZONTAL
R/W EXISTING CHAINLINK FENCE
WITH REDWOOD SLATS
PROPOSED FINISH GROUND ALONG
r STORM DRAIN CENTERLINE
Alw
I
1. CASING SHALL BE INSTALLED BY THE BORF, JACK, AND/OR TUNNEL METHOD.
2. INSTALLA11ON SHALL BE AS RECOMMENDED BY THE PIPE MANUFACTURER.
3. ALL CASING SECTIONS SHALL BE JOINED BY CONTINUOUS PROCESS.
4. FILL VOID BETWEEN CARRIER PIPE AND CASING NTH SAND SLURRY. IF SAND IS
USED, COMPACT BY USE OF AIR BLOWING SAND EQUIPMENT OR AS DIRECTED BY
THE CITY ENGINEER.
5. REDWOOD SKIDS SHALL BE CONSTRUCTION GRADE.
6. REDWOOD SKIDS SHALL BE VEED TO FIT CONTOUR OF PIPE.
7. REDWOOD SKIDS SHALL BE STRAPPED TO THE PIPE WITH STRAPPING OR APPROVED
Ll
VIRE 84MILU
5'x5'x1' RIP -RAP'S 11+00
STA. 22+55.59 C.L. COFFEE RD. 95.10 LT.
STA. 10+67.01 C.L. DRAIN
C.L. OUTLET STRUCTURE 363.25 INV 2e E
STA. 22+55.59 C.L. COFFEE RD. 100.00 LT.
STA. 10+62.11 C.L. DRAIN
RIW
I II I
IV 20 10' MAXIMUM 2'-6 SP
MIN.
HORIZONTAL
1 " = 2' VERTICAL
H
L;
2'-6` 10' MAXIMUM
- - 120*
12+00 PUBLIC I PRIVATE
M
A&
m
mi
M
UK
m
me�
362
12+75
INVERT 24" DRAIN PER STOCKDALE CENTER FOOD
COURT GRADING & DRAINAGE
PLANS (C.U.P. NO. 15-0321)
WUMIN UMN M.H. NV. I
STA'. 22+55.597,C.L 67.77 RT.
STA. 12+29.88, C.L. DRAIN
372.06 INV 12" SW
363.43 INV 24! SE -W
42 of
6&z,D1AME7ER S7EEL CASING WTH J18 -
WALL THICKNESS PER SEC77ON 70 OF THE
2015 CALTRANS STANDARD SPECIFICATFONS,
PLAS77C SKIDDED 01
F REDWOOD INSULA TOta
24" RCP STORM
DRAIN LINE
��� SAI
���i iiii�°� ��i
I I I 1 1
2'-6" 2'-6*' 1 10" MAXIMUM
COFFEE ROAD PIPE BORING
C.O.B. STD. DWG. NO. SW -1
N. TS.
LCASING END SEAL, smAp
TO PIPE AND CASING W774
STAINLESS STEEL CLAMPS
(CALPICO MODEL C)
MANHOLE PER
DETAIL D ON
SHEET 4
LEGEND:
373 Q-Af
E.P. EDGE OF PAVEMENT FS FINISH SURFACE
TIC TOP OF CURB FC FINISH CONCRETE
FL FLOWLINE TG TOP OF GRATE
cx
FF FINISH FLOOR ELEVATION RIGHT-OF-WAY
APPROXIMATE EXISTING
GROUND-)`
so EXIST. SEWER MANHOLE PROJECT BOUNDARY
ALONG STORM
DRAIN
EAST. DRAIN MANHOLE PROPOSED EDGE OF PAVEMENT
EXISTING TRAFFIC SIGN __,369— PROPOSED CONTOUR ELEVATION
zV)
0
(n
EXISTING EDGE OF PAVEMENT D— PROPOSED DRAIN LINE
Uj
cr_
__— -369EXISTING CONTOUR ELEVATION S PROPOSED SEWER LINE
EXIST. 20" WATER_
TAT
I
EXISTING DRAIN LINE W PROPOSED WATER LINE
EXIST. DRY
UTILITYf
EXIST DRY UTILITIES
EXISTING SEWER LINE PROPOSED GRATE INLET
EXIST. 2e DRAIN
EXISTING GAS LINE FUTURE CATCH BASIN
�12* DRAIN
EXISTING WATER LINE DETAIL NO.
INVERT 372.06
0 PROPOSED DRAIN MANHOLE SHEET NO.
W
NOTE
EXISTING UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS.
C
CONTRACTOR SHALL VERIFY LOCATION & ELEVATION OF ALL
EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.
EXIST.
10" SEWER
PI
tOPOSED SUMP
Rf
120 LF 4W STEEL CASING
SEE DETAIL A ON THIS SHEET
4z
0 STEEL CASING
EXISTING SUMP
CONSTRUCT OUTLET
STRUCTURE PER
C.O.B. SM.
DET. D-11.
SUMP
1H
BOTTOM=363.0
INVERT 24* RGJ-RCP DRAIN
1. CASING SHALL BE INSTALLED BY THE BORF, JACK, AND/OR TUNNEL METHOD.
2. INSTALLA11ON SHALL BE AS RECOMMENDED BY THE PIPE MANUFACTURER.
3. ALL CASING SECTIONS SHALL BE JOINED BY CONTINUOUS PROCESS.
4. FILL VOID BETWEEN CARRIER PIPE AND CASING NTH SAND SLURRY. IF SAND IS
USED, COMPACT BY USE OF AIR BLOWING SAND EQUIPMENT OR AS DIRECTED BY
THE CITY ENGINEER.
5. REDWOOD SKIDS SHALL BE CONSTRUCTION GRADE.
6. REDWOOD SKIDS SHALL BE VEED TO FIT CONTOUR OF PIPE.
7. REDWOOD SKIDS SHALL BE STRAPPED TO THE PIPE WITH STRAPPING OR APPROVED
Ll
VIRE 84MILU
5'x5'x1' RIP -RAP'S 11+00
STA. 22+55.59 C.L. COFFEE RD. 95.10 LT.
STA. 10+67.01 C.L. DRAIN
C.L. OUTLET STRUCTURE 363.25 INV 2e E
STA. 22+55.59 C.L. COFFEE RD. 100.00 LT.
STA. 10+62.11 C.L. DRAIN
RIW
I II I
IV 20 10' MAXIMUM 2'-6 SP
MIN.
HORIZONTAL
1 " = 2' VERTICAL
H
L;
2'-6` 10' MAXIMUM
- - 120*
12+00 PUBLIC I PRIVATE
M
A&
m
mi
M
UK
m
me�
362
12+75
INVERT 24" DRAIN PER STOCKDALE CENTER FOOD
COURT GRADING & DRAINAGE
PLANS (C.U.P. NO. 15-0321)
WUMIN UMN M.H. NV. I
STA'. 22+55.597,C.L 67.77 RT.
STA. 12+29.88, C.L. DRAIN
372.06 INV 12" SW
363.43 INV 24! SE -W
42 of
6&z,D1AME7ER S7EEL CASING WTH J18 -
WALL THICKNESS PER SEC77ON 70 OF THE
2015 CALTRANS STANDARD SPECIFICATFONS,
PLAS77C SKIDDED 01
F REDWOOD INSULA TOta
24" RCP STORM
DRAIN LINE
��� SAI
���i iiii�°� ��i
I I I 1 1
2'-6" 2'-6*' 1 10" MAXIMUM
COFFEE ROAD PIPE BORING
C.O.B. STD. DWG. NO. SW -1
N. TS.
LCASING END SEAL, smAp
TO PIPE AND CASING W774
STAINLESS STEEL CLAMPS
(CALPICO MODEL C)
MANHOLE PER
DETAIL D ON
SHEET 4
LEGEND:
E.P. EDGE OF PAVEMENT FS FINISH SURFACE
TIC TOP OF CURB FC FINISH CONCRETE
FL FLOWLINE TG TOP OF GRATE
FF FINISH FLOOR ELEVATION RIGHT-OF-WAY
so EXIST. SEWER MANHOLE PROJECT BOUNDARY
EAST. DRAIN MANHOLE PROPOSED EDGE OF PAVEMENT
EXISTING TRAFFIC SIGN __,369— PROPOSED CONTOUR ELEVATION
zV)
0
(n
EXISTING EDGE OF PAVEMENT D— PROPOSED DRAIN LINE
Uj
cr_
__— -369EXISTING CONTOUR ELEVATION S PROPOSED SEWER LINE
EXISTING DRAIN LINE W PROPOSED WATER LINE
EXISTING SEWER LINE PROPOSED GRATE INLET
EXISTING GAS LINE FUTURE CATCH BASIN
EXISTING WATER LINE DETAIL NO.
0 PROPOSED DRAIN MANHOLE SHEET NO.
W
C
CONSTRUCTION NOTES:
INSTALL MANHOLE PER DETAILS D & E ON SHEET 4.
SCALE: 1 = 20'
20' 109 oil 20' 40'
Know what's below,
Call before you d1mg.
.4/
EXISTING
ACCESS GATE
fl
CANALR/W _"Y
® EXISTING CHAIN
® LINKFEN
CE
END OFEXISTING
CHAIN LINK FENCE �. _® INP
9111111;
E -
S89 87' 24" RGJ-RCP DRAIN
'58'42"E 162.
ffa€ ; SEE PROFILE ON SHEET 3
C.L. OUTLET STRUCTURE t _
STA. 22+55.59 C.L< COFFEE RD. 100.00 LT.
EXISTING CONCRETE OUTLET STA. 10+67.01 C.L. DRAIN
STRUCTURE TO REMAIN f �R'� 363.25 INV 18' E "' `� "' \ 14
(PROTECT IN PLACE DURING s -- - 5 x5 xi RIP -RAP
--- /1
Ld
SUMP RECONSTRUCTION) ' f �`� f /' 1 (I' I ' -jJ
�" r _ �_
crZ-1 m INC
35
31 3f x1f R�I-P----_RAP
--
tiG �
- J ��I € EXISTING CURB,
EXISTING CHAIN 34.4bA)1vu 7LET N4754 50 E 27.31' ATTER & SIDEWALK
S3X2'19E 7.41LINK FENCE 1O REMAIN
30
f�
f
�i
- 1 I' EXISTING MEDIAN
C>
-511• 365 i I i I a ! ! CURB TO REMAIN
I €
EXISTING CONCRETE OUTLET�G 10' WIDE P.U.E. PER - -
370 STRUCTURE TO REMAIN
075 �� € P.M. 740. 12112, PHASE 1 €
PROTECT IN PLACE DURING € #
## #
------
SUMP RECONSTRUCTION) / € I ;0 R/W ffir
T ,3j8 r ♦ E 9 ' �� II �#
LU
.— ,... -�..�
€ I ADDITIONAL RIGHT-OF-WAY
_tiy 1 i DEDICATION TO THE CITY
SMP TO BE CONSTRUCTED EXISTING (MAIN } t OF BAK ERSFIELD PER DOC. ! I ! -
/€ I
PER C.O.B. STD. DETAILS LINK FENCE NO. 000215086863, O.R. E }
` - D-11, D-12, D-13fit
SCALE: 1" = 30' HORIZONTAL
36
384
32
30
378
376
374
2
370
368
366
34
362
0
CANAL
3$6
384
-
SEE MANHOLE
FRAME AND COVER
DETAIL THIS SHEET
382
380
380
378
R/W
i { i
376
EASING
EXISTING 61 TALL
CHAT
UNK
EUSTING
6'
TAIL CH
NUNK
--r—
366
364
FEN
WITH
FE WITH REDWOOD
TS
SLATS
11111
REDWOOD
SLATS
'-�j
x
i`
1
i
I
dl
1
{
x
i I-----
-----G
EXISTING GAS UNE
x
I
-�
X13'
DETAIL NO.
t19' .
x
EXISTING
L13'
t16'
DESIGN
WATER
SURFACE
t13'
_DESIGN
WA
SURFA`
l
i
0
DESIGN
WATER SJRFACE
�►
EXISTING
SUMP
PROPOSED
SUMP
MODIFICATION
cp
DESi
3N !ATE
SURFACE
�Q
°
�
l
2.1 MAX SLOPE
1
1
1
E
STING
MP
,moi
f
2:
SLOPE
\
1
EXISTING
EXIST1 G SUMP
AMP
\
EXISTINGSUMP
ELEV.
364.7\
SUN
P BOTT
2:1 SLOPE
MATCH
EXST.
363.
2: i
SLOPE \
2:1
LOPE
v
/
I
EIEV.
±36A..8'\
SU
�
ST.
363
F
ATCH EX
2:1 SLOP
SUMP
BOTTOM
PROPOSED
SUP
363.0
AT14N
DM
D RAMP
77—
15%
AXPH
P MODIFICATION--'
36
384
32
30
378
376
374
2
370
368
366
34
362
0
CANAL
3$6
384
-
SEE MANHOLE
FRAME AND COVER
DETAIL THIS SHEET
382
380
380
378
R/W
i { i
376
EASING
6' TALL
CHAIN
NK
EUSTING
6'
TAIL CH
NUNK
--r—
366
364
FEN
WITH
{d
TS
FENCE
11111
REDWOOD
SLATS
'-�j
x
i`
1
i
I
dl
1
{
i I-----
-----G
EXISTING GAS UNE
x
I
-�
X13'
DETAIL NO.
t19' .
x
EXISTING
GROUND
t16'
DESIGN
WATER
SURFACE
t13'
_DESIGN
WA
SURFA`
l
i
0
�►
EXISTING
SUMP
PROPOSED
SUMP
MODIFICATION
cp
DESi
3N !ATE
SURFACE
°
�
l
2.1 MAX SLOPE
1
1
1
E
STING
MP
�
f
2:
SLOPE
\
1
EXISTING
SUMP
ELEV.
364.7\
SUN
P BOTT
2:1 SLOPE
MATCH
EXST.
363.
2:1
LOPE
v
SCALE 1 "= 50' HORIZONTAL
1 " = 5' VER T
4=O
3$6
384
-
SEE MANHOLE
FRAME AND COVER
DETAIL THIS SHEET
382
380
380
378
378
i { i
376
CLASS B
374
372
372
CONCRETE
{
368
i
(5 SACK)
366
364
364
362
{d
360
ti
EXISTING CONTOUR ELEVATION
S PROPOSED SEWER UNE
----D
FENCE WITH'
PLAN{
i`
1
i
I
dl
1
{
i I-----
rNowp
rp
;. �..... ■..
_jrjjff
SHELF SLOPE
r PER •
CLASS "A"
CONCRETE -
NOTE.
BE
POURED PAVING
IS IN PLA CE.
�--- 12" MIN.
USE DROP MANHOLE "TEE"
WHERE PIPE
OR
386
3$6
384
384
382
382
380
380
378
378
376
376
374
374
372
372
370
37
368
368
366
366
364
364
362
362
360
360
SHEI
OUTLET
WHERE INCOMING AND OUTGOING
SEWERS IN MANHOLE VARY IN
SIZE, EXTEND LOWER HALVES
OF SEWERS B" BEYOND INSIDE
OF WALL AND SHAPE TRANSITION
CHANNEL BETWEEN ENDS OF
LOWER HALVES OF PIPES
HELF
WHERE INCOMING AND OUTGOING
SEWERS IN MANHOLE ARE OF
774E SAME DIAMETER, THE TOP
HALF OF PIPE ONLY SHALL BE
REMOVED BETWEEN WALLS AND
THE BROKEN EDGES SHALL BE
PLASTERED SMOOTH WrT74
CEMENT MORTOR.
G bfm8AL bj0,2
ALL WORK SHALL CONFORM TO 714E APPLICABLE SEC77ONS
OF THE SPECIRCA77ONS EN777LED "STANDARD SPECIFICATIONS,
STATE OF CALIFORNIA, DEPAR77WENT OF PUBLIC WORKS,
DIVISION OF HIGHWAYS."
JOINTS SHALL BE FILLED WITH MORTOR AND NEATLY RAKED
OR WIPED ON INSIDE OF PIPE.
PRECAST REINFORCED CONCRETE MANHOLE SECTIONS AS
MANUFACTURED BY CONCRETE CONDUIT CO. OF FRESNO,
CALIFORNIA, OR BY ASSOCIATED CONCRETE PRODUCTS, INC.,
OF COSTA MESA, CALIFORNIA, OR EQUAL.
WHENEVER THE VERTICAL DISTANCE BET WEN 774E INVERTS OF
SEWR LINE CONNEC7701VS EXCEEDS THIRTY (30) INCHES
A DROP CONNEC77ON SHALL BE CONSTRUCTED AS SHOWY.
NO Vi
714E TOP AND BOTTOM JOINTS OF 714E LOWER MANHOLE
SECTION SHALL BE SEALED BY A KENT -SEAL OR APPROVED
EQUAL.
MANHOLES INCORPORA77NG PLASTIC PIPE SHALL BE CONS7RUCTE'D
W T H WA 7E'RSTOPS IN ONE OF THE FOLLOWING MANNERS:
1. MANHOLE COUPLINGS PROVIDING ELASTOME7RIC GASKET
SEAL GROUTED INTO MANHOLE.
.2. FLEXIBLE BOOT OR SLEEVE, 0 -RING OR GASKET
WATE'RSTOP GROUTED INTO MANHOLE WALL.
3. PRECAST MANHOLES W774 CONNEC77ON PARTS AND
ELASTOMET RIC SEALS PRECAST INTO MANHOLE WALLS.
4 SOFTEN PIPE W77-1 SOLVENT AND COVER W TN SAND
AND GROUT INTO MANHOLE WALL.
MANHOLE DETAIL TYPE A
C.O.B.
N. T. S
CANAL
382
380
380
378
378
376
376
374
374
R/W
372
374
370
368
TALL
366
366
364
R/W
362
362
360
360
- - --
- EXISTING EDGE OF PAVEMENT
D PROPOSED DRAIN UNE
—..,369—
EXISTING CONTOUR ELEVATION
S PROPOSED SEWER UNE
----D
FENCE WITH'
'REDWOODCHAINUNTSK
-- 5--- --
EXISTING SEWER UNE
PROPOSED (MATE INLET
-----G
EXISTING GAS UNE
FUTURE CATCH BASIN
-�
EXISTING WATER UNE
DETAIL NO.
t19' .
x
EXISTING
GROUND
DESIGN
WATER
SURFACE
t13'
l
0
EXISTING
SUMP
PROPOSED
SUMP
MODIFICATION
DESi
3N !ATE
SURFACE
°
�
2.1 MAX SLOPE
1
1
1
�
�
f
EXISTING
SUMP
2:1 SLOPE
i
I
EIEV.
±36A..8'\
SU
OPBOTTO
ST.
363
ATCH EX
2:1 SLOP
PROPOSED
SUP
MODIFI
AT14N
SEC 77ON
SCALE. ° 1"_ 50' HORIZONTAL
1 " = 5' VERT
382
382
380
380
378
378
376
376
374
374
372
372
374
370
368
368
366
366
364
364
362
362
360
360
CANAL. R/W
SEE DE1
1 �!
SECTION A --A
LABEL 'DRAIN'
'SEWER' AS AF
1)1* SELF
BUND P10
M29141to
ALL FRAMES AND COVERS SHALL BE TOUGH, GRAY CAST IRON, FREE FROM WARPS,
CRACKS, HOLES, SWELLS, AND COLD -SHOT AND SHALL HAVE A WORKMANLIKE FINISH.
CASTINGS SHALL CONFORM TO THE PROVISIONS OF THE SPECIFICATIONS FOR
GRAY -IRON CASTINGS, SERIAL DESIGNATION ASTM: A48(I®test revision), CLASS NO. 30B.
ALL FRAMES AND COVERS SHALL BE TESTED FOR ACCURACY OF FIT AND SHALL BE
MARKED 1N SETS PRIOR TO DELIVERY.
THE SEATS OF FRAMES AND BEARING FACES OF THE COVERS SHALL BE MACHINED
FOR A SMOOTH NON -ROCKING FIT BETWEEN THE TWO CASTINGS.
CASTINGS SHALL BE THOROUGHLY CLEANED AND DIPPED TWICE IN A QUICK -DRYING,
JET-BLACK ASPHALTIC COMPOUND TO PROVIDE A PROTECTIVE COATING.
THE NAME OF MANUFACTURING COMPANY SHALL BE ON THE UNDER SIDE OF THE
COVER.
MANHOLE FRAME SHALL WEIGH NOT LESS THAN 120 POUNDS OR MORE THAN 250
POUNDS. THE COVER SHALL WEIGH NOT LESS THAN 120 POUNDS OR MORE THAN 200
POUNDS.
MANHOLE COVERS SHALL HAVE A SELF -DRAINING BLIND PICK HOLE OF SOME TYPE.
EXISTING 6' TALL CHAINUNK
1---'FENCE WITH REDWOOD SLATS
150' --
CONSTRUCTION NOTES:
OINSTALL MANHOLEDETAILS ► & E ON
LEGEND:
a
z
E.P.
EDGE OF PAVEMENT FS
FINISH SURFACE
TC
TOP OF CURB FC
FINISH CONCRETE
FL
FLOWUNE TG
TOP OF GRATE
FF
FINISH FLOOR ELEVATION
®-- RIGHT-OF-WAY
G
EXIST. SEWER MANHOLE
" " PROJECT BOUNDARY
CL
EXIST. DRAIN MANHOLE
-- -- PROPOSED EDGE OF PAVEMENT
EXISTING TRAFFIC SIGN
x..369— PROPOSED CONTOUR ELEVATION
- - --
- EXISTING EDGE OF PAVEMENT
D PROPOSED DRAIN UNE
—..,369—
EXISTING CONTOUR ELEVATION
S PROPOSED SEWER UNE
----D
EXISTING DRAIN UNE
W PROPOSED WATER UNE
-- 5--- --
EXISTING SEWER UNE
PROPOSED (MATE INLET
-----G
EXISTING GAS UNE
FUTURE CATCH BASIN
-�
EXISTING WATER UNE
DETAIL NO.
PROPOSED DRAIN MANHOLE
SHEET N0.
CONSTRUCTION NOTES:
OINSTALL MANHOLEDETAILS ► & E ON
r5"'N SECTION
4
SCALE. 1" 50' HORIZONTAL
1 $1 = 5' VER T.
Know what's below,
Call before youd
a
z
CL
EXISTING
GROUND
DESIGN
WATER
SURFACE
l
EXISTING
SUMP
PROPOSED
SUMP
MODIFICATION
°
IIIIIIIIII
2.1 MAX SLOPE
PROPOSED SUMP
BOTTOM 363.0
r5"'N SECTION
4
SCALE. 1" 50' HORIZONTAL
1 $1 = 5' VER T.
Know what's below,
Call before youd
IIIIIIIIII