HomeMy WebLinkAbout1.2-6760 RevisedLEGEND:
AS813EVIATION5
CL
CENTERLINE
INV
INVERT
SD
STORM DRAIN
MH
MANHOLE
CB
CATCH BASIN
JB
JUNCTION BOX
SMH
SEWER MANHOLE
SCO
SEWER CLEANOUT
SDMH
STORM DRAIN MANHOLE
EXIST
EXISTING
ELEV
ELEVATION
R/W
RIGHT OF WAY
T.O. - 363t-2,2__.
TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
PHASE BOUNDARY
r r yti r t ,f X r!
CONSTRUCT SEWER MANHOLE
TYPE "A" PER C.O.B. STD. S-7.
CONSTRUCT SEWER CLEANOUT
PER C.O.B. STD. S-20.
CONSTRUCT STORM DRAIN PER CITY STANDARDS
CONSTRUCT STORM DRAIN
MANHOLE TYPE "A" PER C.O.B. STD. S-7.
cStr CONSTRUCT CATCH BASIN
TYPE "A" PER C.O.B. STD. S-12.
W_ WATER LINE SHOWN AT LOCATIONS OF PIPE CROSSINGS
CITY OF BAKERSFIELD
KERN COUNTY CALIFORNIA
SEWER, & STORM DRAIN PLANS
VICINITY • r
0
CL MULTIPLE UTILITY
TRENCH (L SEWER MAIN
ck
q ,
4' TYP. 4'
I STAMP AN 'S" Ss WATERLINE
d ¢ FACE ABOVE IN THE CURBlYP FINISHED STREET Q
m 3: SEWER LETERAL GRADE
I® 60" 36" TYP.
7'
7 MAX. oo TYP. AX.
4' LATERAL (TYP) ~ ` ` _ _ ____�4' LATERAL (TYP)
ON DEEP SEWER' SLOPE LATERALS �` ` ® '' ®� SET LATERAL PROVIDING PROPER
TO LOT LINE SOTHAT THE END OF CLEARANCE UNDER WATERLINE AND
LATERAL IS WITHIN REQUIRED UTILITY TRENCHES
TOLERANCE.
NOTE: CONTRACTOR TO VERIFY THAT WATER DETAIL
MAIN AND SEWER LATERAL CROSSINGS TYPICAL SEWER LATERAL INSTALLATION
ARE IN CONFORMANCE WITH CALIFORNIA
HEALTH CODE REQUIREMENTS.
FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS,
THE SEWER LATERALS MUST CROSS OVER THE WATER O. U11LITY TRENCH.
THESE INSTALLATIONS i. LATERALS
CROSSINGCROSSING OVER THE WATERMAIN.
A SEWER LATERAL :f CONSTRUCTED OF
CON11NUOUS 20' SECTIONOF 0+ :R 14 PER •1i
PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING
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TRACT Na. 6290
UNIT 3
Mi SK, 56, PG. 131
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APN:
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13 31
14
15
16
17 27
25
19
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srrr
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APN= 532--040--c
HIGHWAY
D
PROJECT MAP
SCALE: 1"=200'
SHEET NO. INDEX
INDEX F SHEETS
SHEET T1 TLE
1. COVER SHEET
2. NOTES & SPECIFICATIONS
X. KANOSH COBBLE DRIVE
AGASSIZ ROCK WAY
SEWER IMPROVEMEL4!S— TOTAL
yr SEWER LINE 941 LF
8" SEWER LINE 165 LF
STANDARD MANHOLE 4 EA
SEWER CLEAN OUT 1 EA
STORM DBAIbI ILAPROVEMENTS TOTAL
18" STORM DRAIN
900 LF
STORM N MANHOLES 3 EA
BASINSCATCH / A.
NOTE: 1. PRIOR TO THE START OF ANY PHASE OF
CONSTRUCTION,
INSPEC11ON DEPARTMENT
` HOURS TELEPHONE 326-3049
2. ALL MATERIALS SUPPLIED FOR THIS PROJECT
WILL REQUIRE
Qr , CERTIFICATE
, , COMPLIANCE r, STANDARDS
STATING THAT THE
REQUIREMENTS &
FORTHSET BY S BAKERSFIELD HAVE
BEEN
3. NO CITY INSPECTIONSFOR THE
WORK
w AREA
a, , STREET
PERMIT
NTH APPROPRIATE
rrrr+rr, SECURITY AND
INSURANCE
HAS BEEN OBTAINED.
ENGINEER'S 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.
ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES,
STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION
SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED
PLANS SUBMITTED TO THE CITY ENGINEER.
, w • r, . '� � w r, , n r r �
w r •
APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR
• 61069 EXP. 12-31-18
Ma
REVIEWED BY
BENCHMARK:
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
EAST END OF AGASSIZ ROCK WAY.
ELEVATION = 347.12' (U.S.G.S. DATUM NAVD 88) (PER
TRACT 6491 MONUMENT ELEVATION MAP)
BASIS OF BEARINGS:
THE BEARING OF N 89'04'29" W SHOWN FOR THE
SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION
341, T. 30 S., R. 27 E. SHOWN ON TRACT NO. 6491
PHASE 3, M. BOOK 58, PAGE 91 WAS USED AS THE
BASIS OF BEARINGS SHOWN HEREON.
LEGAL DESCRIPTION:
THE EAST HALF OF THE WEST HALF OF THE SOUTHWEST
QUARTER OF THE SOUTHEAST QUARTER OF SECTION 34,
TOWNSHIP 30 SOUTH, RANGE 27 EAST, MOUNT DIABLO
MERIDIAN, AS PER THE OFFICIAL PLAT THEREOF ON FILE IN THE
OFFICE OF THE SURVEYOR GENERAL.
EXCEPTING THEREFROM THE WEST 208 FEET OF THE SOUTH
225 FEET OF THE EAST HALF OF THE WEST HALF OF THE
SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF
SECTION 34, TOWNSHIP 30 SOUTH, RANGE 27 EAST, MOUNT
DIABLO MERIDIAN, AS PER THE OFFICIAL PLAT THEREOF ON
FILE IN THE OFFICE OF THE SURVEYOR GENERAL.
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STANDARD NOTES
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 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 MALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY
EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOLS 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 SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF
THE ALIGNMENT 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 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 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 EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES,
ETC.) THAT ARE REMOVED, DAMAGED, UNDERCUT OR THAT DO NOT MEET CURRENT
C.O.B. 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
»
2• STANDARD DETAILS
THE FOLLOWING CITY OF BAKERSFIELD STANDARDS
SHALL BE CONSIDERED PART OF THESE PLANS:
D-11, D-14, D-16, D-18
SW -1, SW -2, SW -3, SW -4, SW -5, SW -6, SW -9, SW -11,
ST -6, ST -22
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 WiITH 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
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 COyiPRESSION 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
JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE
IN ACCORDANCE WITH THE MANUFACTURERS 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, 11AND IIi EMBEDMENT
MATERIALS WILL BE CONSIDERED SUITABLE.
5, PVC PIPE INSTALLATION
s
!•!; i r, i r • •
REINFORCED CONCRETE PIPE NTH PVC LINING SHALL MEET THE FOLLOWING
REQUIREMENTS:
1.A. MATERIALS. REINFORCED CONCRETE PiPE (RCP) SHALL BE EITHER CLASS IV
OR CLASS V WITH WALLS *B* OR *C*. 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 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 SHALL COVER 360°
OF THE PIPE. ALL WORK FOR AND IN CONNECTION WITH THE INSTALLATION OF THE
LINING IN CONCRETE PIPE AND FIELD SEALING AND WELDING OF JOINTS SHALL BE DONE
IN STRICT CONFORMITY LITH ALL APPLICABLE SPECIFICATIONS, INSTRUCTIONS AND
RECOMMENDATIONS OF THE LINING MANUFACTURER. LINER SHALL MEET THE FOLLOWING
REQUIREMENTS.
1.13. 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 t3 }.
PR9EERTY immAL (PA
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 D 1—SEC. 50-60 f5
(WITH RESPECT TO INITIAL TEST RESULT) 10—SEC. 35-50 t5
WEIGHT CHANGE ±1.5
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 PULL 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 SHALL 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, SHALL BE FLEXIBLE AND SHALL
HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO 1/4—INCH 6 MM SETTLING
CRACKS, WHICH MAY OCCUR IN THE PIPE OR iN THE ,ANT 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 SOLU11OINS FOR A PERIOD OF 112 DAYS AT 77* F t5
(25r C f3 ).
AT 28—DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS
SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN
ACCORDANCE WITH SECTION 7-2.03(1.8) 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.
01EMICAL =119N
. 91
SODIUMSULFURIC ACID
!'! #
HYDROXIDEAMMONIUM
NITRIC1
FERRIC i# ►
SOA•
DETERGENT
(LINEAR ALKYL BENZYL SULFONATE OR LAS
BACTERIOLOGICAL
Is ! ► . »' R +
• • #
•-
1.D. DETAILS AND DIMENSIONS OF - SHEETS. LINER SHEETS SHALL, BE A
MINIMUM OF 0.065 LOCKING
SAME MATERIAL AS THAT OF •: EXTRUDED NTH THE
INSTALLATIONOF ! OF INCLUDING
OF SHEETS IN COLD WEATHER AND THE WELDING OF ALL JOINTS, SHALL BE DONE IN
ACCORDANCE RECOMMENDATIONS
•,♦•' • LINER • r
COVERAGE OF iT BE LESS THAN THE MINIMUM SHOWN ON
INSTALLEDTHE PLANS.
THE LINING SHALL BE WITH THE LOCKINGEXTENSIONS
NTH THE LONGITUDINAL OF PIPE.
THE LINING SHAH BE ! SNUGLY IN PLACE AGAINST INNER FORMS.
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INSTALLED1.1. TES11NG AND REPAIRING DAMAGED SURFACES. AFTERTHEPIPEIS
IN THE TRENCH, SURFACES COVERED
s # INCLUDING WELDS,
BE TESTED WITH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR
(TINKER & RASOR MODEL NO. AP—W WITH POWER PACK OR APPROVED EQUAL) WITH
THE INSTRUMENT SET BETWEEN t•t AND 2ZOOO VOLTS.
ALL WELDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD.
ALL PATCHES OVER HOLES, OR REPAIRS TO THE LINER WHEREVER DAMAGE HAS
OCCURRED, SHALL BE ACCOMPUS14ED IN ACCORDANCE WITH SECTION 7-2.0.3(l.E) PARA.
ABOVE.
i
EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER
WILL BE TESTEDTHE PURCHASING AGENCY. THE BY WELDING STRIPS EXTEND
INCHES (50 MM) BELOW THE LINER TO PROVIDE A TAB. A, 10—POUND (5 KG) PULL
WILL BE APPLIED TO EACH TAB. THE FORCE WILL BE APPLIED NORMAL TO THE FACE OF
THE STRUCTURE BY MEANS OF •• BALANCE LINER ADJOINING
STRIP WILL BE r AGAINST THE CONCRETEDURING APPLICATION OF THE FORCE.
SEPARATION10—POUND (5 KG) PULL WIH BE MAINTAINED IF A WELD FAILURE DEVELOPS, UNTIL NO
FURTHER ► BE
BEEN h
• •
MADE.• • ► : • OF
SHOWINGAFTER THE WELDING STRIP HAS PASSED INSPECTION. INSPEC71ON SHALL BE MADE
WITHIN 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
•NAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR
PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE
TRENCH DESIGNATIONCLASS INSTALLEDSHALL PER ASTM TRENCH
DESIGNATION W.
PVC O. PIPE SIZES r LESS. POLY CHLORIDE PIPE SHALL MEET
THE FOU OWING REQUIREMENTS:
1. MATERIAL PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTSFORTH
IN ASTM D 3034 WITH SDR OF 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORWI
TO ASTM # 3212 AND ASTM F 477.
METHODS MANUFACTURING TESTING CONFORM
• CERTIFICATES COMPLIANCE SHALL BE MADETO THE
ENGINEER.
INSTALLATION.3. ! PIPE SHALL# •
GUIDELINES, !NS AND ASTM D 2321 "UNDERGROUND INSTALLATION OF
THERMOPLASTICFLEXIBLE • •
FIELD4. r PRESSURE CONFORM TO THESE
SPECIFICATIONS AND THE FOLLOWING:
DEFLECTION MEASUREMENT OF PVC PIPE. AFTER 30 DAYS OF INSTALLA11ON THE
CONTRACTOR SHALL MEASURE PIPE DEFLECTION BY PULLING A GO—NO—GO 5% MANDR
THE MANDREL SHALL BE PULLED THROUGH THE PIPE WITH ROPE BY
NE PERSON
WITHOUT ADVANTAGE.- E + ES AT LEAST AS•
DIAMETER.LONG AS THE PIPE #. BE
# CONFORMANCE
WITH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS. THE MANDREL
DIAMETER WILL BE CALCULATED USING THE FOLLOWING FORMULA:
MANDREL DIAMETER = BASE
WHERE Y ALLOWABLE DEFLEC11ON
•
MANDRELASE I.D. ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PIPE
THE ii! NUMBER OF VANES NTH SEVEN (7)
SECTIONTHE MINIMUM LENGTH OF THE CIRCULAR POR11ON OF THE MANDREL SHALL BE
EQUAL TO THE NOMINAL DIAMETER OF THE PIPE.
ANY OF r PIPE THAT FAILS THE MANDREL
EXCAVATED
RE—BACKFILLED, RECOMPACTED AND RETESTED UNTIL THE MANDREL TEST
CAN BE • r RE—ROUNDINNOT BE ALLOWED.
PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDAR
S-39, AS MODIFIED ON THE CONTRACT PLANS. COMPACTION ABOVE THE PIPE ZONE
SHALL BE AS SHOWN ON THE PLANS.
THE EXCAVATION OF #- PIPING r IN THE GROUND SHALL BE IN
OPEN—CUT
r
'i ! 'i ► BORING IS REQUIRED.
THE TRENCHES SHAH BE OF WIDTH AS SHOWN ON STANDARD S-39 AND DETAILED
SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION.
THE HOLES i " BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH
PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION 0
THESE REQUIREMENTS • PROVIDE UNIFORM BEARING!- THE PIPE.
INSTALLATIONSCONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE NTH THE DETAILED SECTIONS
PROVIDED IN THE PLANS. SELEC11ON OF TRENCH TYPES WILL BE AS REQUIRED BY THE
TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT
►`"#
TRENCH SHALL1 AND REQUIREMENTS.
T. BRAQNQ AND 21QRING
REGULATIONSEXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND
OF DIVISION OF ! CONTRACTOR
11
REGISTERED CIVIL NGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING
THE ALTERNATE
PROCEDURES ! BE USED. FAILURE TO COMPLYOF
ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISIi
SECTIONTO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE
CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING
BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE
BAcKnLL AT ALL TIMES.
OF #' #" CODE REQUIRESCONTRACTOR TO SUBMI
TO THE ENGINEER DETAILED PLAN, DRAWING DESIGN OF SHORING,fir+
SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE
OF WORKER PROTEC11ON FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF !• CONSTRUCTION OF PROJECT. IF
SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABUSHED BY THE
CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A
REGISTERED CIVIL ORHOWEVER,
I ESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS
PROHIBITED ON `#
!/ ► ► •# # :
CONTRACTORTHE TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATIONOF
IN—SITU MATERIALS.
AQ81EANG EIRM BEDDING BELQW RJEE SERINGUbJE. CONTRACTOR SHALL PROVIDE 'FIRM
BEDDIW SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS THAT
THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY
SPECIFICATIONS.
BELL
THAT O PART OF # t IS SUPPORTED BY THE BELLS OR COUPLINGS.DURING
BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS
AND COUPLINGS SHALL BE AVOIDED.
CONTRACTOR SHALL SHOVEL—SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS
THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS.
SHOVEL—SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT
UP TO THE QUARTER POINT OF PIPE.
BACKFILL.INITIAL U&MILL "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED
IN THE PIPE ZONE FOR INITIAL
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 i THE ELEVATIONi ON PLANS.• .
MANNERBE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND
OF TAMPING ► s �. •rsr WRITING s ENGINEER PRIOR
TO IN +r
COMMENCING OPERATION. '+CT EQUIPMALLOWEDUNDERr i
OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE
RESULTING FROM THE USE OF THIS EQUIPMENT.HYDRA-HAMMERNOT
PERMITTED.
BACKFILLEDSUB=ENT EAQKELL, ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE
FROM TRENCH EXCAVATION, OR AT THE
OPTION OF ! • • SELECT IMPORTED MATERIALS MAY BE USED.
EQUIPMENTMATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING,
USING r METHODS APPROVED
MATERIALMEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL
# IN LAYERS NOT#LOOSE
DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING
BEFORE
•r 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 SHAM BE COMPACTED TO NINETY PERCENT (90%) RELATIVE
COMPACTiOON.
i# #• iiiq
.ACH LAYER OF BACKFILL SHAH BE THOROUGHLYCOMPACTED TO THE RELATIVE
COMPAC11ON OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S -311T
AS MODIFIED ON • PLANS,
i EXCEPT COMPACT10N WITHIN THE
.';'%`OADWAY
STRUCTURAL is NO LESS THAN NINETY PERCENT • i.
AIELATIVE COMPACTIONFOR •.FINISHED 30 AND SHALL BE DETERMINED BY
CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE
i'THE FOLLOWINGD2922 OR
!F THE RELATIVE COMPACTION. DETERMINED BY TESTING, FAILS TO MEET THE
FoPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE—EXCAVATED AND RE—COMPACTED.
COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND
LOCATIONS OF DETERMINED BY THE CITY ENGINEER.
PRICESEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE
FOOT SHALL INCLUDEBUT NOTBE LIMITED TO EXCAVATION,BEDDING
BACKnLL
HANDLINGOF " i CASTINGS MUST
BE
JOINTCAREFULLY 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
WITH A DAMAGED OR r WILL CAUSE THAT PIPE OR FITTING TO BE
REJECTED. r
M • • r
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PIPELINE ALL SEWERS . SHA TESTING. A BE TESTED FOR TIGHTNESS WHEN COMPLETED
S LL
AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH 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 PIPELINES
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 N01IFY THE ENGINEER 24
HOURS PRIOR TO ANY TESTING.
r
11. SYSTEM TESTING
A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE
IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE
RECOMMENDATIONS OF THE MANUFACTURER.
PRIOR TO FINAL ACCEPTANCE, AH SEWER LINES SHALL BE INSPECTED NTH VIDEO EQUIPMENT
DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING
,3607, IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO
INSPECTION SHALL BE WITNESSED BY THE CITYS CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL
AND r i#FORM.# r' SHALL IMMEDIATELY• OF
SHALLANY PIPE LOCATIONS REVEAIED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED
VIDEO CASSETTE, THE COMPI ETED "CHAIN OF CUSTODY* FORM AND A WRITTEN LOG (WHIQi INCLUDES
THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS)
OF THE INSPECTION AND SHALL BE APPROVED BY THE CITY ENGINEEA
PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF
THE CITY.
12. WYE FITTINGS SHAH BE INJECTION • r AND SHALL BE ► FOR ALL
LATERAL CONNEC11ONS AND SHAH BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE
HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN.
AH LATERALS SHALL - • # •EXTENDING
OF 4' BEYOND THE PROPERTY LINE OR RIGHT—OF—WAY LINE NTH • 30" OF COVER AT
j
W LINE.
SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED PROPERTY
s! r s ! • RIGHT-OF—
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LATERALS
- is BE
. • AND
i r PROPERTY
r
MINIMUM # # # r • • +
RIGHT—OF—WAY r OF DEEP AT FLOWLINE.
13. ALL SEWER STUBS SMALL 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 SHALL 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 650 *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
SECTION 65-1.068, RUBBER 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 BE EXERCISED SO THAT PREFORMED
RESILIENT JOINTS ON PiPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING
WITH 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 CONDITION 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
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 IN 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
ADDITIONAL COMPENSATION WiLL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED
OR INCORRECTLY CUT.
IM
CASING OR SMOOTH OUTSIDE WALLED PiPE FOR BORED/JACKED PIPE SHALL BE
n 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 CAGING AND THE PIPE SHALL BE SEALED NTH GROUT. THE STRENGTH
OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL
LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BRINGfJA
CLING OPERATIONS
SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE.
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF
BORING JACKING OPERATiOONS PRIOR TO BORING OR JACKING.
BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER,
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 LINE AND GRADE AS INDICATED ON
THE PLANS.
17.
UPON COMPLETION OF THE INSTALLA11ON 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.
IT iS 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 SOUL 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 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 TILL 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 THESE SPECIAL
PROVISIONS. MANHOLES SMALL 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.
SURVEY MONUMENT AND FRAME AND COVER WITH 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 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 WILL PROVIDE SURVEYS.
CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE 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.
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KANOSH COBBLE DRIVE
WF ql4FFT 3
14
COBBLE MOUNTAIN ROAD KANOSH COBB
(NOT A PART) SEE SHEET
(SEE TRACT 6491 - PHASE 3) AGASSIZ ROCK DRIVE
11+42.81 C.L. TO 13+03.15
SCALE: 1 " = 50' HORIZONTAL
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SCALE: 1" = 50' HORIZONTAL
SCALE: 1" = 5' VER11CAL
13+00
wol
m
m
NMI
mm
KX
M
m
W*
*NOTE CONTRACTOR TO REMOVE PLUG IN EXISTING
18" STORM DRAIN AND 8" SEWER AND VERIFY
EACH INVERT ELEVATION PRIOR TO CONSTRUCTION.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF
ANY DISCREPANCIES.
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CENTERLINE
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STORM DRAIN MANHOLE
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MH
MANHOLE
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EXISTING
MANHOLE TYPE *A* PER C.O.B. SID. SW -4. SCALE: 1 50'
CB
CATCH BASIN
ELEV
ELEVATION
JB
JUNCTION BOX
R/W
RIGHT OF WAY
1 -Ir CONSTRUCT CATCH BASIN 00
*9 50" 25' 50' 100,
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STREET CONSTRUCTION PLAN
TYPE PER C.O.B. STD. D-14.
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"STA. 11+42.81 C.L. TO 13+03.15 C.L.)
SCALE: 1" = 50' HORIZONTAL
SCALE: 1" = 5' VER11CAL
13+00
wol
m
m
NMI
mm
KX
M
m
W*
*NOTE CONTRACTOR TO REMOVE PLUG IN EXISTING
18" STORM DRAIN AND 8" SEWER AND VERIFY
EACH INVERT ELEVATION PRIOR TO CONSTRUCTION.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF
ANY DISCREPANCIES.
CL
CENTERLINE
SMH
SEWER MANHOLE
CONSTRUCT STORM DRAIN PER CITY STANDARDS
INV
INVERT
sco
SEWER CLEANOUT
F1
SD
STORM DRAIN
SDMH
STORM DRAIN MANHOLE
0 CONSTRUCT STORM DRAIN
MH
MANHOLE
EXIST
EXISTING
MANHOLE TYPE *A* PER C.O.B. SID. SW -4. SCALE: 1 50'
CB
CATCH BASIN
ELEV
ELEVATION
JB
JUNCTION BOX
R/W
RIGHT OF WAY
1 -Ir CONSTRUCT CATCH BASIN 00
*9 50" 25' 50' 100,
SCP
STREET CONSTRUCTION PLAN
TYPE PER C.O.B. STD. D-14.
TRACT BOUNDARY
_T 0
�55 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATIOK
• s CONSTRUCT SEWER PER CITY STANDARDS
G CONSTRUCT SEWER MANHOLE
TYPE "A" PER C.O.B. STD. SW -4.
CONSTRUCT SEWER CLEANOUT
PER C.O.B. SID. SW -6.
NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A"
WITH 3.5' OPENINGS PER C.O.B. STD. D-14.
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVA11ONS
UNLESS OTHERWISE NOTED.
SEC119N DES 914ABON:
SECTO LETTER
L
2
�4_
SHUT WERE SECRON IS SHOW