HomeMy WebLinkAbout6.1-1684 Record DrawingUANTITI ES
E QUANTITIES SHOWN BELOW ARE FOR GRADING PERMIT PURPOSES ONLY, AND
HALL NOT BE USED FOR BIDDING PURPOSES. THE CONTRACTOR SHALL MAKE HIS
WN ESTIMATE OF QUANTITIE FOR BIDDING THIS PROJECT.
E ENGINEER MAKES NO WAkRANTY AS TO THE ANTICIPATED SHRINKAGE FACTOR.
CUT FILL
IRKCALDY DRIVE 1650 14275*
EARTHWORK QUANTITY INCLUDES SUBGRADE PREPARATION
CITY OF BAKERSFIELD
KERN COUNTY, CALIFORNIA
STREET IMPROVEMENT PLANS
FOR
KIRKCALDY DRIVE EXTENSION
i f
ATERIALS SEE SHEET 3 —�♦
I
ITEM UNIT KIRKCALDY 1` / .".. u...........".....".. i
A.C. PAVING TONS 430' �♦ /. / - -:..:- - i
—
CLASS II AGG. BASE CVYD 740
SUBGRADE PREP. CUYD 725 - ` / / FUTURE BLDG. A ? f a
•
STREET LENGTH LF 682 I ♦ _,....�
CURB AND GUTTER LF 15127
`r
CONCRETE SIDEWALK LF 1512
/ FUTURE' :V
�� / ♦ Jl I r,"„ BLDG. B _ FUTURE Y FUTURE
15in RCP STORM DRAIN LF 37
BLDG. C BLDG. D °
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8in RGJ—RCP STORM DRAIN LF 40 ' I ♦ ♦ I............_""..m_....._..._.__Ji,
c I I E Q
:: m....." _
4in RGJ—RCP STORM DRAIN LF 109 r .
i��`` Q � M �'� .. _."
36in RCP STORM DRAIN LF 257
SD
SD MANHOLE EA 1 . ""
SD OMP INLET EA 1 ,`
I
SD CATCH BASIN EA 2
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SD INLET STRUCTURE EA
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SD OUTLET STRUCTURE EA
MONUMENT EA 5
A.C. PAVING TESTING NOTES:
m"..._ ....... _.....
�"........_..__.
" ALT CONCRETE SHALL BE TYPE A MODIFIED FOR ALL ARTERIAL AND COLLECTOR„ -_,-
7-1. ASPHALT CONCRETE (TYPE A). ASPH C (MODIFIED) ”
STREETS AND TYPE B (MODIFIED FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, ASPHALT
j
CON RETE," OF THE STANDARD S ECIFICATIONS AND THESE SPECIAL PROVISIONS.(/G
PRI02 TO THE ADDITION OF AS�HALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIF;ED) OR TYPE B
RM TO THE REQUIREMENTS OF SECTION 39 2.02, AGGREGATE, OF
MO IFlED ASPHALT CONCRETE' SHALL CONFORM Q
SPECIFICATIONS FOR W MAXIMUM,, MEDIUM GRADING. --r-
ASPHALT
ASP ALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED ASPHALT UNLESS
OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG64-10
VISC SITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE
REQWIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALT," IN SECTION 92-1.02, "GRADES" OF THE STANDARD
t I
SPE IFlCATIONS.
ME DIRECTED BY THE CITY �NGINEER, AGGREGATE CONFORMING TO ANY OF THE GRADING REQUIREMENTS IN SECTION
39— .02, "AGGREGATES, OF THE STANDARD SPECIFICATIONS SHALL BE USED TO SURFACE INTERSECTIONS, TAPERS, AND OTHER`
ARES WHERE THIN LAYERS OF ASPHALT ARE BEING CONSTRUCTED. LOCATION MAP
THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR
MORNING
O
IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PURPOSED FOR USE IN THE WORK. THE
p FURNISH AND INSTALL SURVEY MONUMENT PER C.O.B.
SCALE: 1"=200'
AMO NT OF ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER.
STANDARD DETAIL ST -13.
I.EAST 14 DAYS TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S
CONSTRUCT STORM DRAIN INLET PER C.O.B. STANDARD
GP�
MEADOWS
AND APPROVAL: -OR
REVIEWAT
STANDARD NOTES
A. A LIST OF AGGREGATE AND ASPHALT SOURCES.
r
B. OCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS
1.
ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS
F SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE
OF THE CITY OF BAKERSFIELD.
NALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS
2.
THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE
HOULD NOT BE OLDER THAN ONE (1) YEAR.
PLANS: D-10, ST -1, ST -6, ST -8, ST -9, ST -10, ST -11, ST -13. ST -14, ST -15, ST -19, ST -21,
C. N ASPHALT CONCRETE MI DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367, LABORATORY TEST
ST -22 SW -2, SW -4, SW -5.
ESULTS ON WHICH THE DESIGN IS BASED SHALL SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL
ABBREVIATIONS
AXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET
3.
PAVING FOR KIRKCALDY DRIVE SHALL BE:
E REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL
2Xs" TYPE "A" A.C. OVER 8" CL 2 AGGREGATE BASE OVER 8" COMPACTED O.G., O.G. TO
ROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN
BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -14.
AS PREPARED, THE DESIGN (MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED
BCM BRASS CAP MONUMENT P PAVEMENT
TH THE ASPHALT CONCRET MIX DESIGN,
4.
ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET Y4" BELOW PAVEMENT GRADE.
ME E NEW ASPHALT CONCRETE' PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENTS SHALL
5.
WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINGS
BE �AW CUT IN A NEAR STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT
M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGN INSTALLED
A MINIMUM DISTANCE OF ONE(1)T_OOT FROM THE EXISTING EDGE OF PAVEMENT.
PER STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK.
A (PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT
CR CROWN ROW RIGHT-OF-WAY
HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET.
6.
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS
C7187
DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS
THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO
SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S
AVO D TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION.
ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE
PA NG JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER.
POSTED PRIOR TO ISSUANCE OF THE PERMIT.
INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER, ADDITIONAL ASPHALT
7,
AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL AND COLLECTOR ROADWAYS
CON RETE SHALL BE PLACED AT, ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED
SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE
BY E ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS.
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION`("GREENBOOK")
THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE .SHALL BE DETERMINED BY.
AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED
MISCELLANEOUS CASE (CMB) CONFORMING TO SECTION 20-2.4 OF THE STANDARD
A. 4 PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR"
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION , LATEST EDITION.
B. kSTMD1188 WHEN SLABS OR iCORES ARE TAKEN FOR LABORATORY TESTING, ZINC STEARATE
NOTES
-
8.
SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET
C. N CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED.
1.
SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS. CITY REQUIREMENTS AND STANDARD
WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IF 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL
SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCE AND
BE (CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE
COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557.
LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE
(WQ ORDER NO. 92-08—DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD
FOL(OWING SHIFT OF NORMALPAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE
9.
FILL SHALL BE SUBJECT TO CALTRANS' STANDARDS WITH INSPECTOR PRESENT.
TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO
THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
FOR A TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER OF OTHER APPROVED BOND
10.
COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND
BRE kKER, MAY BE PLACED AT' CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS
LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
RES ME.
11.
PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION
WH RE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IF 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL
DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-2049.
BE ONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE
PRIOR TO THE DESIRED START OF CONSTRUCTION TO SET UP AN APPOINTMENT FOR THE
TRA LED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE
12
PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS
BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET.
3.
REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A
ADDITIONAL ASPHALT CONCRETE I SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE
4.
REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING.
LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT SHALL BE HAND RAKED AND COMPACTED TO
STATING THAT THE REQUIREMENTS AND STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD
FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER OF OTHER APPROVED BOND
13.
CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY STREETS FOR THE DURATION OF
BREI KER, MAY BE PLACED CONF RMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME.
THE WORK, INCLUDING NIGHTS, WEEKENDS AND HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM
IF E TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN
TO THE GUIDELINES OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION'S
90t OR MORE THAN 9696, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH
"MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" AND CITY
MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENTS. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S
STANDARDS. ONE LANE FOR EACH DIRECTION OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES.
EXPENSE.
THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY ENGINEER FOR
THE CONTRACTOR SHOULD BEA ARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY
APPROVAL PRIOR TO THE START OF ANY CONSTRUCTION. NO STREET PERMIT WILL BE ISSUED
NOR SHALL ANY CITY INSPECTION BE PROVIDED UNTIL SAID TRAFFIC CONTROL PLAN HAS BEEN
IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED TOLERANCE, IT SHALL BE BROUGHT
APPROVED BY THE CITY ENGINEER.
WI IN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH THE EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND
REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER.
14.
CONTRACTOR SHALL NOTIFY "USA" (UNDERGROUND SERVICE ALERT) AT 811, TWO WORKING
THE CORRECTIVE WORK SHALL B AT THE CONTRACTOR'S EXPENSE.
DAYS BEFORE COMMENCING EXCAVATION AND ALL UTILITY AUTHORITIES OR UTILITY COMPANIES
HAVING POSSIBLE INTEREST IN THE WORK, OF CONTRACTOR'S INTENTION TO EXCAVATE
IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES ADDITIONAL GRINDING
PROXIMATE TO EXISTING FACILITIES, AND CONTRACTOR SHALL VERIFY THE LOCATION OF ANY
SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE
UTILITIES WITHIN THE WORK AREA.
AT CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINES OR PAVEMENT EDGE, AND THE TRANSVERSE
15
STREETLIGHT LUMINAIRES ARE BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION
UMI OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS
.
UDE:
86-6.01 OF WHICH MODELS INCLUDE:
OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE STANDARD
AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES, LEO TEN EC1 THRU EC7 SERIES,
SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE.
EQUIVALENT
CREE PR SERIES AND OTHERS ON APPROVED UST, OR AN EQUIVALENT AS
THE FOR SEAL COAT SHALL BE ITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER.
APPROVED BY THE CITY ENGINEER.
APPXSPROVED B
e000l78
EAST
BAKERSFIELD
BAKERSFIELD
COUNTRY CLUB
9
A4
I
A
99;i: DOWNTOWN LOCATION ■
BAKERSFIELD � -
PIONEER DR G. L. B R U N O
z �z
zFNRIDGE RD
OAKRIDGE 4ON N
THE BOUNDARY AND EASEMENT INFORMATION SHOWN ON THESE PLANS ARE BASED ON
RECORD INFORMATION ON LOT LINE ADJUSTMENT NO. 08-0064, RECORDED OCTOBER 8,
2008, KERN COUNTY OFFICIAL RECORDS, TIED TO PHYSICAL MONUMENTS, AND WAS
PREPARED UNDER THE DIRECTION OF JOSEPH D. DAGGETT, PLS 8861.
THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING OF NORTH 67'34'39" WEST
ON THE SOUTH LINE OF STATE HIGHWAY 178 IN SECTION 24, TOWNSHIP 29 SOUTH,
RANGE 28 EAST, MOUNT DIABLO MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF
KERN, STATE OF CALIFORNIA, AS SHOWN ON STATE HIGHWAY MAP 7-1 FILED IN BOOK 4
PAGE 111, RECORDS OF KERN COUNTY.
BASIS OF ELEVATIONS
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF MORNING DRIVE
AND COLLEGE AVENUE.
ELEV. 673.40' PER TRACT NO.4519
MONUMENT ELEVATION MAP AT THE CITY OF BAKERSFIELD
SOILS REPORT
SOILS REPORT WAS PREPARED BY SOILS ENGINEERING, INC. FILE NO. 05-11217 DATED
JUNE 14, 2005 ENTITLED "PRELIMINARY SOILS INVESTIGATION FOR PROPERTY AT THE
NORTHWEST CORNER OF COLLEGE AVENUE AND MORNING DRIVE IN BAKERSFIELD,
CALIFORNIA."
ENGINEER'S STATEMENT
THESE PLANS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF
MY KNOWLEDGE AND BELIEF COMPLY WITH THE 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.
APPROVED BY:JOSEPH DAGGETT R.C.E. 71,873 DATE
EXP. 12-31-15
APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE
R.C.E. 39880 EXP. 12-31-15
REVIEWED BY:
ASSISTANT PUBLIC WORKS DIRECTOR
DATE
REVIEWED BY- TRAFFIC ENGINEER DATE
VICINITY MAP
NO SCALE
SHEET LIST
SHEET NUMBER SHEET TITLE
SHEET 1 COVER SHEET
SHEET 2 NOTES SHEET
SHEET 3 KIRKCALDY DRIVE
SHEET 4 CONSTRUCTION DETAILS
LINETYPE LEGEND
— — EXISTING PROPERTY UNE
PROPOSED CENTERLINE
— — — — — — — PROPOSED RIGHT—OF—WAY
PROPOSED EASEMENT
123 PROPOSED CONTOUR
EXISTING CONTOUR
--�� - EXISTING SEWER MAIN
PROPOSED CURB AND GUTTER
---D PROPOSED STORM DRAIN MAIN. SIZE PER PLAN.
--�-- - - FLOWLINE DRAINAGE DITCH
KIRKCALDY DRIVE
BAKERSFIELD, CA
1 1 RST SUBMITTAL 08/19/13
//2 2ND SUBMITTAL 10/10/13
A APPROVED PLANS 01/30/14
MORNING
O
STAR
p FURNISH AND INSTALL SURVEY MONUMENT PER C.O.B.
178 �o
STANDARD DETAIL ST -13.
FUTURE -lO�
MORNING D UNTAIN
CONSTRUCT STORM DRAIN INLET PER C.O.B. STANDARD
GP�
MEADOWS
DETAIL D-15. I
r
PROJECT
® DETAIL D-10.
99;i: DOWNTOWN LOCATION ■
BAKERSFIELD � -
PIONEER DR G. L. B R U N O
z �z
zFNRIDGE RD
OAKRIDGE 4ON N
THE BOUNDARY AND EASEMENT INFORMATION SHOWN ON THESE PLANS ARE BASED ON
RECORD INFORMATION ON LOT LINE ADJUSTMENT NO. 08-0064, RECORDED OCTOBER 8,
2008, KERN COUNTY OFFICIAL RECORDS, TIED TO PHYSICAL MONUMENTS, AND WAS
PREPARED UNDER THE DIRECTION OF JOSEPH D. DAGGETT, PLS 8861.
THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING OF NORTH 67'34'39" WEST
ON THE SOUTH LINE OF STATE HIGHWAY 178 IN SECTION 24, TOWNSHIP 29 SOUTH,
RANGE 28 EAST, MOUNT DIABLO MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF
KERN, STATE OF CALIFORNIA, AS SHOWN ON STATE HIGHWAY MAP 7-1 FILED IN BOOK 4
PAGE 111, RECORDS OF KERN COUNTY.
BASIS OF ELEVATIONS
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF MORNING DRIVE
AND COLLEGE AVENUE.
ELEV. 673.40' PER TRACT NO.4519
MONUMENT ELEVATION MAP AT THE CITY OF BAKERSFIELD
SOILS REPORT
SOILS REPORT WAS PREPARED BY SOILS ENGINEERING, INC. FILE NO. 05-11217 DATED
JUNE 14, 2005 ENTITLED "PRELIMINARY SOILS INVESTIGATION FOR PROPERTY AT THE
NORTHWEST CORNER OF COLLEGE AVENUE AND MORNING DRIVE IN BAKERSFIELD,
CALIFORNIA."
ENGINEER'S STATEMENT
THESE PLANS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF
MY KNOWLEDGE AND BELIEF COMPLY WITH THE 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.
APPROVED BY:JOSEPH DAGGETT R.C.E. 71,873 DATE
EXP. 12-31-15
APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE
R.C.E. 39880 EXP. 12-31-15
REVIEWED BY:
ASSISTANT PUBLIC WORKS DIRECTOR
DATE
REVIEWED BY- TRAFFIC ENGINEER DATE
VICINITY MAP
NO SCALE
SHEET LIST
SHEET NUMBER SHEET TITLE
SHEET 1 COVER SHEET
SHEET 2 NOTES SHEET
SHEET 3 KIRKCALDY DRIVE
SHEET 4 CONSTRUCTION DETAILS
LINETYPE LEGEND
— — EXISTING PROPERTY UNE
PROPOSED CENTERLINE
— — — — — — — PROPOSED RIGHT—OF—WAY
PROPOSED EASEMENT
123 PROPOSED CONTOUR
EXISTING CONTOUR
--�� - EXISTING SEWER MAIN
PROPOSED CURB AND GUTTER
---D PROPOSED STORM DRAIN MAIN. SIZE PER PLAN.
--�-- - - FLOWLINE DRAINAGE DITCH
KIRKCALDY DRIVE
BAKERSFIELD, CA
1 1 RST SUBMITTAL 08/19/13
//2 2ND SUBMITTAL 10/10/13
A APPROVED PLANS 01/30/14
SYMBOLS
p FURNISH AND INSTALL SURVEY MONUMENT PER C.O.B.
STANDARD DETAIL ST -13.
CONSTRUCT STORM DRAIN INLET PER C.O.B. STANDARD
DETAIL D-15. I
CONSTRUCT OUTLET STRUCTURE PER C.O.B. STANDARD
® DETAIL D-10.
O CONSTRUCT TYPE GCP INLET PER CALTRANS STD. PLAN D758
s= ,0050 PROPOSED SURFACE SLOPE (FEET/FOOT)
REVISION HISTORY -THIS SHEET
10% PROPOSED SURFACE SLOPE (PERCENT)
_ 9500 LUMEN STREETLIGHT PER COB STD. ST -14
ABBREVIATIONS
•
Architecture I Engineering I Planning
Hammel, Green and Abrahamson, Inc.
AB AGGREGATE BASE NG NATURAL GROUND
1410 Rocky Ridge Drive - Suite 250
AC ASPHALT CONCRETE OC ON CENTER
Roseville, California USA 95661
BCM BRASS CAP MONUMENT P PAVEMENT
Telephone 916.787.5100 Facsimile 916.784.7738
BVC BEGIN VERTICAL CURVE P,C PAVEMENT=CONCRETE
C CONCRETE PRC POINT OF REVERSE CURVATURE
CL CENTERLINE PP POWER POLE
COMPACTED NATIVE SOIL R RADIUS
FcOFES$
��' 'vql QROFESS/ON
0Ad 9�F
CNS
�4�' ��i3
CR CROWN ROW RIGHT-OF-WAY
C DIRT SD STORM DRAIN
C7187
DI DRAIN INLET SF SQUARE FEET
DWG DRAWING SL STREET LIGHT
z�;r NO. 7187
EXP L._,,.—..
,t
EC END CURVE SS SANITARY SEWER
���rFOFCAl�FO¢aCIVIL�P
EP EOF PAVEMENT
EVC ENDVERTICALCURVE STD STAN ARD
0 C
C A �F
FG FINISH GRADE STIR STRIPE
�`6Xzct ro
FL FLOW UNE TBM TEMPORARY BENCHMARK
GB GRADE BREAK TC TOP OF CURB
COVER SHEET
HP HINGE POINT TOE TOE OF SLOPE
LF LINEAR FEET TOP TOP OF SLOPE
MH MANHOLE VG VALLEY GUTTER
NOTES
�j
- A 5 +_ Btu I LT VG
1.
IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE
ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF
COMM. N0.
THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY
(WQ ORDER NO. 92-08—DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD
IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH
SCALE PER PLAN
THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC
DATE 01/29/14
INSPECTION DURING NORMAL CONSTRUCTION HOURS.
2.
A PRE—CONSTRCTUCTION CONFERENCE WILL BE REQUIRED FOR THIS PROJECT. CONTACT THE
DRAWN MW
CONSTRUCTION DIVISION AT (661) 326-3106 OR (661) 326-3049 AT LEAST 10 WORKING DAYS
PRIOR TO THE DESIRED START OF CONSTRUCTION TO SET UP AN APPOINTMENT FOR THE
PRE—CONSTRUCTION CONFERENCE.
3.
PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION
4.
DEPARTMENT SHALL BE GIVEN 48 HOURS NOTICE. TELEPHONE 326-3049.
ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE
STATING THAT THE REQUIREMENTS AND STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD
, 4
HAVE BEEN MET.
1.
1�:111JT1:1lk W2:117
UNDER OUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600.
CONTRA TOR TO CA FOR USA LOCATE AND POTHOLE A MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN
LINES. TiCAL AND HORIZONTAL LOCATION SHA BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN
DOES N T CONFLICT WITH ANY UTILITIES IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF
RELOCA ON OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHA BE COMPENSATED FOR CONSTRUCTED RELOCATION IF REDESIGN OF THE
ALIGNM T REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHA BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED
THETRACTOR SHA BE WHOLLY RESPONSIBLE FOR ITS REPAIR.
CONTRA TOR SHA VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES
SHA BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHA BE THOROUGHLY RESEARCHED ND LOCATED BY
CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYUGHTED AND CHECKED FOR GRADE BY CONTRACTOR PRIOR TO TRENCHING.
A EXI TiNG IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC) THAT ARE REMOVED
DAMA , OR UNDERCUT SHBE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER.
A EXISTING A TING PAVING AND SURFACING REMOVED, DAMAGED, OR UNDERCUT SHA BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING
ST -6 KEPT AS NOTED ON PLANS.
2
THE FOLLOWING CITY OF BAKERSFIELD �TANDARUS SHA BE CONSIDERED PART OF THESE PLANS -
S -7, S-8, S-9, S-10, S-11, S-20, S-1, ST -6, ST -22.
3.
MATER( • THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASNM SPECIFICATION 0-700 AND SHA BE INSTALLED IN
CONFOR AANCE WITH THE PROVISIONS OF iSECTION 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 SHA HAVE A SOCKET END AND A SPIGOT END 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 PLAT -END WITH COMPRESSION COUPLINGS CONFORMING THE CURRENT ASTM SPECIFICA11ON C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS
MANUFA TURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINLINE" BANDSEAL COMPRESSION COUPLING OR APPROVED EQUAL SHA BE REQUIRED.
THE PIP AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE
CURREN ASTM SPECIFCATiON C-425 (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED)
4. A IS PIPE INSTALLATION
MATER( :PIPE AND FITTINGS SHALL M THE REQUIREMENTS OF THE CURRENT ASTM SPECIFCATIONS D-2680 AND D-2751. PIPE AND FITTINGS SHA BE
HOM EOUS THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHA BE INJECTION MOLDED AND
SHA E INSTALLED IN UNE ON NEW PIPELINES, CUT -IN FITTINGS ARE NOT PERMITTED.
JOINTS' USE ONLY SOLVENT WELDED JOINTS, THE ASSEMBLY OF JOINS SHA BE IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. WHERE ABS
PIPE NECTS TO VCP. USE COUPLINGS( APPROVED BY THE CITY OF BAKERSFIELD.
INST TION: PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I, II, AND 111 EMBEDMENT
MATERI WALL BE CONSIDERED SUITABIL
5. P PIPE INSTALLATION .
MATERI PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFCATION D-3034 FOR SDR35. PIPE AND FITTINGS SHA BE
HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHA BE INJECTION MOLDED AND SHA
BE INST IN UNE ON NEW PIPEUNES. CUT -IN FITTINGS ARE NOT PERMITTED.
JOINTS' USE ONLY ELASTOMETRIC GASKET' JOINTS. THE ASSEMBLY OF JOINTS SHA BE IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS WHERE PVC
PIPE C NECTS TO VCP PIPE USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD.
INST TiON: PIPE AND FITTINGS SHA I BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I, II, AND III EMBEDMENT
MATERI WILL BE CONSIDERED SUITABLE.
6. R INFORCED CONCRETE PIPE ha
REINFOR. CONCRETE PIPE WITH PVC UINING SHA MEET THE FOLLOWING REQUIREMENTS:
A. MATER( REINFORCED CONCRETE PIPE (RCP) SHA BE EITHER CLASS IV OR CLASS V WITH WALLS "B" OR "C". RCI' SHA MEET ASTM C 76 FOR STRENGTH,
ASTM C 1 361 OR AWWA C302 EXCEPT TEST PRESSURE SHALL BE 5 PSI FOR RUBBER GASKETS, AND LINER TESTS IN ACCORDANCE WITH THE FOLLOWING
PARAGR HS. PIPE SHA BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BELL AND SPIGOT DESIGN WITH A CONTAINED 0 -RING GASKET.
PVC UN SHA BE CAST INTO THE WA OF THE RCP AND SHA COVER 360' OF THE PIPE. A 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 WITH A APPLICABLE SPECIFICATIONS, INSTRUCTIONS
AND RE OMMENDATIONS OF THE LINING MANUFACTURER. LINER SHA MEET THE FOLLOWING REQUIREMENTS.
B. PHYSIC PROPERTIES OF LINER. A PLASTIC LINER PLATE SHEETS, WELDING STRIPS AND OTHER ACCESSORY ITEMS SHA HAVE THE FOLLOWING PHYSICAL
PROPERTIES WHEN TESTED AT 77F t5 (25'C t3).
PROPERTY INITIAL (PAR. 1.C)
TENSILE STRENGTH 2200 PSI MIN(15MPA MIN.) 2100 PSI MIN. (14.5 MPA MIN.)
ELONGATION AT BREAK 20OX MIN. 20OX MIN.
SHORE DUROMETER, TYPE D 1 -SEC. 50-60 t5
(WITH RESPECT TO INITIAL TEST RESULT 10 -SEC. 35-50 15
WEIGHT CHANGE t1.5
TENSILE SPECIMENS SHA BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM D412 USING DIE B. WEIGHT CHANGE SPECIMENS SHA 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 P TE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHA 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 SHA BE MADE AT A TEMPERATURE OF 70'-80' F(21'-27' C) INCLUSIVE. A PLASTIC LINER PLATE SHEETS INCLUDING LOCKING EXTENSIONS, A 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 AUTHOR(: THE REPAIR OF SUCH DEFECTS BY APPROVED METHODS.
THE UN NG SHA HAVE GOOD IMPACT RESISTANCE, SHA BE FLEXIBLE AND SHA HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO 1/4 -INCH (6 MM) SETTLING
CRACK WHICH MAY OCCUR IN THE PIPET OR IN THE JOINT AFTER INSTALLATIONS, WITHOUT DAMAGE TO THE LINING.
C. CHEMIC RESISTANCE OF UNER.* AFTER CONDITIONING TO CONSTANT WEIGHT AT 1107(43'C) TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHA BE
EXPOSED TO THE FOLLOWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 777 f5 (251C t3).
AT 28 DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHA BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN
ACCORDANCE 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
EXPOSU '. TH MATERIAL WALL BE SUBJECT TO REJECTION.
SOLUTION CONCENTRATION
SULFURIACID 20X**
SODIUM HYDROXIDE 5X
AMMONIUM HYDROXIDE 5X*
NITRIC CID 1.0X**
FERRIC LORIDE 1.OX
SOAP 0.1 X
DETERGENT 0.1 X
(LINEAR ALKYK BENZYL SULFONATE OR S)
BACTERI OGCAL BOD NOT LESS AN 700 PPM
THiS IS TO BE USED AS A PRE -QUALIFICATION TEST AND WHEN MATERIAL FORMULATIONS ARE CHANGED **VOLUMETRIC PERCENTAGES OF CONCENTRATED C.P.
GRADE REAGENTS.
D. DETAILS AND DIMENSIONS OF LINER SH JTS�LINER SHEETS SHA BE A MINIMUM OF 0.065 INCH (1.65 MM) IN THICKNESS. LOCKING EXTENSIONS OF THE SAME
MATERIAL AS THAT OF THE LINER SHA'( BE INTEGRALLY EXTRUDED WITH THE SHEET.
E. INST 11ON OF LINING. INSTALLATION OF THE LINING INCLUDING PREHEATNG OF SHEETS IN COLD WEATHER AND THE WELDING OFA JOINTS SHA BE DONE IN
ACCORDANCE WITH THE RECOMMENDA71 S OF THE LINER MANUFACTURER.
COVERA; OF THE LINING SHA NOT BE LESS THAN THE MINIMUM SHOWN ON THE PLANS. THE LINING SHALL BE INSTALLED WITH THE LOCKING EXTENSIONS RUNNING
PAR WITH THE LONGITUDINAL AXIS ' THE PIPE THE LINING SHALL BE HELD SNUGLY IN PLACE AGAINST INNER FORMS.
MN
USEDEXTENSION SHA 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 SNIA EXTEND APPROXIMATELY 4 1 CHES (100 MM) BEYOND THE END OF THE INSIDE SURFACE.
CONCREi POURED AGAINST LINING SHAD BE VIBRATED, SPADED OR COMPACTED IN A CAREFUL MANNER SO AS TO PROTECT THE LINING AND PRODUCE A DENSE
HOM OUS CONCRETE SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE CONCRETE.
IN REM VING FORMS CARE SHOULD BE TAKEN TO PROTECT THE LINING FROM DAMAGE. SHARP INSTRUMENTS SHA NOT BE USED TO PRY FORMS FROM LINED
SURFACES. WHEN FORMS ARE REMOVED Y NAILS THAT REMAIN IN THE LINING SHA BE PULLED WITHOUT TEARING THE LINING AND THE RESULTING HOLES CLEARLY
MARK
A NAI AND TIE HOLES AND A CUT, TORN AND SERIOUSLY ABRADED AREAS IN THE LINING SHA BE PATCHED. PATCHES MADE ENTIRELY WITH WELDING STRIP
SHA BE FUSED TO THE LINER OVER THE ENTIRE PATCH AREA. LARGER PATCHES MAY CONSIST OF SMOOTH LINER SHEET APPLIED OVER THE DAMAGED AREA WITH
ADHESIME. A EDGES MUST BE COVERED WITH WELDING STRIP FUSED TO THE PATCH AND THE SOUND LINING ADJOINING THE DAMAGED AREA.
HOT JOT COMPOUNDS SUCH AS COAL AR, SHA NOT" BE POURED OR APPLIED TO THE LINING.
THE CONTRACTOR SHA TAKE A NECESSARY MEASURES TO PREVENT DAMAGE TO INSTALLED LINING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN
THROUGi THE WORK.
F. APPLICATION TO CONCRETE PIPE -SPEC REQUIREMENTS. THE LINING SHA BE SET FLUSH WITH THE INNER EDGE OF THE BELL OR SPIGOT END OF A PIPE SECTION
AND SHkLL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 4 INCHES (100 MM) BEYOND THE OPPOSITE END DEPENDING UPON THE TYPE OF LINING JOINT TO
BE MADE WITH THE ADJOINING CONCRETE PIPE.
WHER CONCRETE PIPE OR CAST- N PLACE STRUCTURES PROTECTED WITH LINING JOIN STRUCTURES NOT SO LINED (SUCH AS BRICK STRUCTURES, CONCRETE
PIPE OF CAST IN PLACE STRUCTURES WITH CLAY LINING OR CLAY PIPE) THE LINING SHA 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.
WHERE k PIPE LATERAL (NOT OF PLASTIC LINED CONCRETE) IS INSTALLED THROUGH LINED CONCRETE PIPE THE SEAL BETWEEN THE LINED PORTION AND THE
LATERAL SHA BE PER THE MANUFACTURERS RECOMMENDATIONS.
LINED CONCRETE PIPE MAY BE CURED B" 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 SHA BE
USED I LIFTING PIPE. A HANDLING OPERATION SHA BE DONE WITH AN EXTERIOR SUNG OR WITH A SUITABLE FORK UFT.
ON PIPHAVING A 360' LINER COVERAGE THE LONGITUDINAL EDGES OF THE SHEET SHA BE BUTT WELDED. WHEN PIPE TUBES ARE FURNISHED, THESE ARE
SHOP- ED JOINTS.
NO PIP WITH DAMAGED LINING WALL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN REPAIRED TO THE SATISFACTION , OF THE ENGINEER.
G. FIELD NTS IN LINING FOR CONCRETE PiPE. THE JOINT BETWEEN SECTIONS OF LINED PIPE SHA BE PREPARED IN THE FOLLOWING MANNER:
IF REQUIRED THE INSIDE JOINT SHA BEI FILLED AND CAREFULLY POINTED WITH CEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHA NOT AT ANY POINT
EXTEND INTO THE PIPE BEYOND THE STRAIGHT LINE CONNECTING THE SURFACES OF THE ADJACENT PIPE SECTIONS.
PIPE JONTS MUST BE DRY BEFORE LINING JOINTS ARE MADE. A MORTAR AND OTHER FOREIGN MATERIAL SHA BE REMOVED FROM UNING SURFACES ADJACENT TO
THE PI JOINT, LEAVING THEM CLEAN AND DRY. FIELD JOINTS IN THE LINING AT PIPE JOINTS MAY BE EITHER OF THE FOLLOWING DESCRIBED TYPES:
TYPE -1: THE JOINT SHA BE MADE WITH A SEPARATE 4 -INCH (100 -MM) JOINT STRIP AND TWO WELDING STRIPS. THE 4 -INCH (100 -MM JOINT STRIP SH
BE CENTERED OVER THE JOINT, HEAT SEALED TO THE LINING, THEN WELDED ALONG EACH EDGE TO ADJACENT LINER SHEETS WITH A 1 -INCH ( A
25 -MM) WELD STRIP.
THE 4 -INCH (10D -MM) JOINT STRIP SHA LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13 MM).
TYPE P-2: THE JOINT SHA BE MADE WITH A JOINT FLAP WITH 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 1 -INCH (25 -MM) WELD STRIP.
CARE SHA 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 SHA 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 WIDTH (MEASURED FROM THE END OF THE SPIGOT) OF APPROXIMATELY 4 INCHES (100 MM)
FOR THE ENTIRE CIRCUMFERENTIAL LENGTH THE LINING.
A WELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE WITH 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 FOR 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 SMA BEAD OF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH EDGES
AND IN FRONT OF THE WELD STRIP.
THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE LINER COVERAGE IS 36D' DEGREES. WHEN GROUNDWATER IS ENCOUNTERED THE LINING JOINT SHALL
NOT BE MADE UN71L PUMPING OF GROUNDWATER HAS BEEN DISCONTINUED FOR AT LEAST THREE DAYS AND NO VISIBLE LEAKAGE IS EVIDENT AT THE JOINT. WHEN
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 RELIEF OF
POTENTIAL FUTURE GROUNDWATER BUILD-UP.
H. APPLICATION TO CAST -IN-PLACE CONCRETE STRUCTURES - SPECIAL REQUIREMENTS. LINER SHEETS SHALL BE CLOSELY FITTED AND PROPERLY SECURED TO THE
INNER FORMS. SHEETS SHA BE CUT TO FIT CURVED AND WARPED SURFACES USING A MINIMUM NUMBER OF SEPARATE PIECES.
UNLESS OTHERWISE SHOWN ON THE PLANS, THE LINING SHALL 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 WHERE 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 WITH THE PLASTIC LINED CONCRETE. IF THE LINER CANNOT
BE SEALED WITH ADHESIVE BECAUSE OF THE JOINT AT THE RETURN BEING TOO WIDE OR ROUGH OR BECAUSE OF SAFETY REGULATIONS, THE JOINT SPACE SHALL BE
DENSELY CAULKED WITH LEAD, WOOL OR OTHER APPROVED CAULKING MATERIAL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED WITH A MINIMUM OF 1 INCH (925
MM) OF AN APPROVED CORROSION RESISTANT MATERIAL
I. TESTING AND REPAIRING DAMAGED SURFACES. AFTER THE PIPE IS INSTALLED IN THE TRENCH, ALL SURFACES COVERED WITH LINING, INCLUDING WELDS, SHALL BE
TESTED WITH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR (TINKER do RASOR MODEL NO. AP -W WITH POWER PACK OR APPROVED EQUAL)
WITH 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 WHEREVER DAMAGE HAS OCCURRED SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SECTION 7-2 03(1 E) PARA. 8 ABOVE.
EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER WLL BE TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS SHALL
EXTEND 2 INCHES -(50 MM) BELOW THE LINER TO PROVIDE A TAB. A 10-POUNO (5 KG) PULL WILL BE 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 WALL BE HELD AGAINST THE CONCRETE DURING
APPLICATION OF THE FORCE. THE 10 -POUND (5 KG) PULL WILL BE MAINTAINED IF A WELD FAILURE DEVELOPS, UNTIL 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 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 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 SHA BE INSTALLED PER ASTM TRENCH
DESIGNATION "D".
PVC FOR PIPE SIZES 18" AND LESS. POLY VINYL CHLORIDE PIPE SHALL MEET THE FOLLOWING REQUIREMENTS:
MATERIAL PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH IN ASTM D 3034 WITH SDR OF 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORM
TO ASTM D 3212 AND ASTM F 477.
TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM F-679 (T -WALL). CERTIFICATES OF COMPLIANCE SHA BE MADE AVAILABLE TO THE
ENGINEER.
INSTALLATION INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S GUIDELINES, THESE SPECIFICATIONS AND ASTM D 2321 "UNDERGROUND INSTALLATION OF
FLEXIBLE THERMOPLASTIC SEWER PIPE.
FIELD TESTS. IN FIELD PRESSURE TESTS SHA CONFORM TO THESE SPECIFICATIONS AND THE FOLLOWING.
DEFLECTION MEASUREMENT OF PVC PIPE AFTER 3D DAYS OF INSTALLATION THE CONTRACTOR SHALL MEASURE PIPE DEFLECTION BY PULLING A GO -NO-GO 5X
MANDREL THE MANDREL SHALL BE PULLED THROUGH THE PIPE WITH 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 WITH PIPE AND MANDREL MANUFACTURERS RECOMMENDATIONS. THE
MANDREL DIAMETER WILL BE CALCULATED USING THE FOLLOWING FORMULA-
MANDREL DIAMETER BASE PIPE I.D.-(Y/1DO X BASE PIPE I.D.)
WHERE Y = ALLOWABLE DEFLECT ON IN X (5X)
BASE I.D. - ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PIPE MANUFACTURER)
THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES WITH SEVEN (7) MINIMUM. THE MINIMUM LENGTH OF THE CIRCULAR PORTION OF THE MANDREL SHALL BE
EQUAL TO THE NOMINAL DIAMETER OF THE PIPE.
ANY SECTION OF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE EXCAVATED RE-BACKNLLED RECOMPACTED AND RETESTED UNTiL THE MANDREL TEST
CAN BE PASSED. RE -ROUNDING WALL NOT BE ALLOWED.
PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD S-39, AS MODIFIED ON THE CONTRACT PLANS. COMPACT ON 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 WHERE 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 BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND TO A WIDTH 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 WITH THE
DETAILED SECTIONS PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL 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 SHA MEET A FEDERAL AND STATE SAFETY REQUIREMENTS.
S. BRACING AND SHORING
EXCAVATION 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 WITH ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE
FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND AL WORK. COMPENSA11ON FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION
SHA NOT BE ALLOWED. DURING BACKFILLING 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, DRAWING 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.
tia
TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (21DO) FEET TO THE
REAR THEREOF UNLESS OTHERWISE PERMITTED BY THE ENGINEER.
ALL WORK SHA 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 WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO
LES5 THAN NINETY PERCENT (90X) UP TO THIRTY INCHES (30) FROM FINISHED GRADE.
BACKFILL MATERIALS N 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.
BACKFILL MATERIAL ABOVE THE PIPE ZONE SHA 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. EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR
MECHANICAL TAMPING, OR BY COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER
OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED.
IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED AND ANY EXCESS BEDDING 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.
ACHIEVING FIRM BEDDING BELOW PIPE SPRINGUNE. CONTRACTOR SPALL PROVIDE "FIRM 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 CAREFUL Y EXCAVATED AT PROPER INTERVALS SO THAT NO PART OF THE LOAD 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 HAND-SUCE 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 PONT OF THE PIPE.
INITIAL BACKFILL "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321 8 SHALL BE USE 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 A LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY DR 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 BACKFILL 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 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 TAMING
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 (90X) RELATIVE COMPACTION.
SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES N 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.
BACKFILL TESTING AND COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION
6-3, "TESTING", OF HE STANDARD SPECIFICATIONS STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL
MATERIAL SHA 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 COMPACT ON WITHIN THE ROADWAY STRUCTURAL SEC11ON SHA BE NO LESS THAN NINETY PERCENT
(90X) RELATIVE COMPACTION FOR THE TOP FINISHED 30" AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231 OR ASTM (CURRENT EDITION)
155 AND ONE OFT HE 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 WALL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
10.
SEWER PIPE SHALL CONFORM TO THE PLANS AND THESE SPECIAL PROVISONS. THE PRICE PER UNEAL 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 WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR
FITTING TO BE REJECTED.
PIPE LAYING. NO PIPE SHA BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH PIPE SHALL BE INSTALLED IN
STRICT ACCORDANCE WITH MANUFACTURERS RECOMMENDA.TiONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY
THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO UNE 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 UNE. 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 COND11ION OF THE TRENCH OR THE
WEATHER IS UNSUITABLE. AT TiMES WHEN WORK S 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. N ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHA 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 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.
PIPELINE TESTING. ALL SEWERS SHA BE TESTED FOR TIGHTNESS WHEN COMPLETED 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
PIPEUNES" OF THE 1994 EDITIONS, "STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION AND CHAPTER 3 OF THE CITY OF BAKERSFIELD SUBDIVISION
DESIGN MANUAL AND THE PIPE SUPPLIERS REQUIREMENTS. THE CONTRACTOR SHA NOTIFY THE ENGINEER 24 HOURS PRIOR TO ANY TESTING.
CLEANING PIPE LINES CARE SHA BE EXERCISED IN LAYING OF PIPE LINES OF EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL WHEN PIPE LAYING IS INTERRUPTED,
AS AT NIGHT THE PIPE ENDS SHA BE SUITABLY CLOSED. UPON COMPLETION, AND BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE (FLUSHED AND MANDRELLED
TO REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS EQUIPMENT, SPRAY HEADS, ETC. THE CONTRACTOR SHA MAKE PROVISIONS FOR
PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER UNE.
SEWER LATERALS. SEWER LATERALS SHA 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 WITH THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERAL WILL BE PAID AS SEWER FOR THE APPROPRIATE DIAMETERS.
11.
E
A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIP IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE
RECOMMENDATIONS OF THE MANUFACTURER. i
G.L.BRUNO
.r�' "'
KIRKCALDY DRIVE
PRIOR TO FINAL ACCEPTANCE, A SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE
THE CAPABILITY OF ROTATING 360* IN ORDER TO MEW THE OP ANDBY
THE CITY'S CONSTRUCTION INSPECTOR. WHO WILL ALSO ANDINITIALA DD DATE THE CHAINEOF CUSTODY FORM.OF THE PIPE, ASRREDTHE I SUBDIVIDER SHALL SHALL IIMME ATE Y NOTiFY. THE VIDEO INSPECTION SHALL BESED CITY OF BAKERSFIELD, CA
ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY FORM,
AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING BASED ON THE STATIONING OF THE APPROVED PLANS OF ALL CONNECTED LATERALS) OF THE INSPECTION
SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE AFTER ACCEPTANCE THE VIDEO CASSETTE SHALL BECOME
THE PROPERTY OF THE CITY. i
12. WYE MEETINGS 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 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM OF 4' BEYOND THE PROPERTY UNE OR RIGHT -OF WAY UNE WITH 30
OF COVER A FLOWLINE.
SURFACE MARKERS FOR SEWER LATERALS SHA BE INSTALLED AT THE PROPERTY UNE OR RIGHT OF WAY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL
C.O.B. STD. DET. SW -I.
LATERALS SHA BE A MIN MUM OF 2.25' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY UNE OR RIGHT-OF-WAY UNE AND MINIMUM OF 2.5' DEEP AT FLOWUNE.
13. A SEWER STUBS SHA BE CLOSED WITH A STANDARD PLASTIC PLUG SOLVENT WELDED.
14. ALL MANHOLES SHA BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S-7, S-8, AND S-21 AND SECTIONS 70-1.02H
AND 711-1.07 OF THE STANDARD SPECIFICATIONS OF THE SATE 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 4b" 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 Z MORTAR BED OR SET ON KENT SEAL IN A GROOVED FOUNDATION.
15. STORM DRAIN PIPE
i
STORM DRAIN PIPE CONTRACTOR SHA 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 THPROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE", OF THE STANDARD
SPECIFICATION AND THESE SPECIAL PROVISIONS. i
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 65-108 "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, HANDUNG,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 WALL CAUSE THAT PIPE OR
FITTING TO BE REJECTED.
PIPE LAYING. NO PIPE SHA BE LAID UN71L THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN
STRICT ACCORDANCE WITH MANUFACTURERS 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 UNE 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.
I
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 HOLIES 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. i
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 WALL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT.
16. BORED /,JACKED 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 DR 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 SPECIFICA11ONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY
BORING/JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTORS EXPENSE.
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL A PLANS OF BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING.
BORING/JACKING OPERATIONS SHALL BE CONDUCTED :N A SAFE AND EFFICIENT MANNER CONSISTENT WITH CURRENT ACCEPTED PROCEDURES WATER BORING SHALL
NOT BE PERMITTED. THE CASING PIPE SHA BE JACKED WITH SUCH PRECIS ON THAT WILL A LOW THE REPLACEMENT OF THE PIPELINE TO THE UNE AND LARADE AS
INDICATED ON THE PLANS.
UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE THE VOD 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 I
IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TiMES SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR 41
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 NOTES
CONTRACTOR BEFORE RESUMING WORK SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK. FOR HIS REVIEW AND APPROVAL ANY
ANDA EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADD111ONAL COMPENSATION WALL BE MADE 'THEREFORE.
r
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1
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4
I ;',
P.559-320-0344 E.559-3.GSEFRESNO.COM
5811 E. PRINCETON AVENUE, FRESNO, CA 93727-1377
1 1 RST SUBMITTAL 08/19/13
2 2ND SUBMITTAL 10/10/13
3 APPROVED PLANS 01/30/14
REVISION HISTORY - THIS SHEET
- R.
Architecture I Engineering I Planning
Hammel, Green and Abrahamson, Inc.
1410 Rocky Ridge Drive - Suite 250
Roseville, California USA 95661
Telephone 916.787.5100 Facsimile 916.784.7738
17.
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 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.
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
SHA BE SET PLUMB.
18.
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 SPEC AL PROVISIONS AND CITY STANDARD S-29.
THE SURFACE OF THE CONCRETE SHA 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 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.
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 ENGINEERS ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT
OF WAY AND INSURANCE SHA BE POSTED PRIOR TO ISSUANCE OF THE PERMIT.
I
A5-BUILTS
COMM. NO.
SCALE
PER PLAN
DATE
01/29/14_
DRAWN
MW
(-0.1-16ky 2
STORM D
IN LINE TABLE
LINE
DIA.
ILENGTH
BEARING
D1
15in
37.12
S79'51'23"E
D2
36in
256.96
N58'20'30"E
D3
24in
108.49
N20'56'09"E
D4
181n
1 20.00
1 S43'53'58"E
D5
18in
20.00
N43'53'58"W
D6
24in
161.91
N46'06 02 E
CENTER
E CURVE TABLE
LINE TABLE
UNE
LEN
500.00 21'24'41"
BEARING
S1
216
fNE
N46.06 02 ES2
83.
N46'06'02"E
S3
69
N90'00'00"E
S4
20.
N00'00'00"E
CENTERLIN
E CURVE TABLE
LINE LENGTH
RADIUS IDELTA
C1 186.85
500.00 21'24'41"
C2 341.97
300.00 65'18'40"
79
'?•
77
77
76
f
>>BB Aj
TIE TO EXISTING `"�• ` 4
RAINAGE PATTERN ✓ k�\1 REMOVE. ISTING CONCRETE, ``
783.00 FL- / +�
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CNISTR 109* OF 24 RCP_w� 9 , f N / / ,I�9
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8
22.
SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY
,> / TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED
SAME TIME. REMOVE AND SALVAGE SIGN WITH
CONSTRUCTION OF ADJACENT PHASE. G.L. B R U N O
��.
TIE ONTO EXISTING 15" CMP PIPE OUTLET.im,
CONSTRUCT CONCRETE COLLAR PER DETAIL *CO"
o ON SHEET 4. SALVAGE EXISTING FLAPPER VALVE.
822.3* 15 -INV (E)
CONSTRUCT CONCRETE CHANNEL
✓> / PER DETAIL "CH" ON SHEET'4.
FURNISH AND INSTALL 36* OF'
15" RCP STORM DRAIN
CONSTRUCT TYPE GCP INLET FER CALTRANS
�. STD. PLAN D75B., INSTALL SALVAGED FLAPPER
�5 CC�44T�E ON 15" PIPE INSIDE INLET WALL
sD360 823,40 - O INLET
814.00 W
KIRKCALDY DRIVE
810.00 36 (SW)
+00 S2 _
o MATCH c % /
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782.91 P �� % N® CHANNEL`\\ 88 Tc EXISTING NCRETE BAKERSFIELD CA
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6 i
- STA 15+55:b0 5.00 R.. m
- . CHANNEL, DETAIL
1 "STRUCT SD MANH CH SHEET 4
a t 783.7 MAIN
j xc TIE I TO EXISTING 24 STORt$o AIN � `'g�<
'.. .<` Jr - 1 }A -•RIM ......
V- �` \ 777.00 18 INV rNEW SE),,-' ,, ,�., a PM 11894
INSTALL / 764.40 24 INV \\e�* OF 18" RCP `` 764.40 24"INV``EXISTING/ N
I -' rI
. \ STORM DRAIN ......... ✓
STA 15+55 00 ..•'10 0 R
CT TYPE��CATCR
/ .-
..w-.� �BASIN PEW. COBD-15
26 703.1 -Tb.r
tr
778.00 18 INV (NE) �� �,;-°' �,�''� ,..•
' e EXISTING STORM�c`
TIE TO EXISTING g10 m..............s WATER BASIN r'
DRAINAGE _P-ATTERN
8.fl FL. .
<>
FURNISH AND INSTALL STATE STD. KIRKCALDY DRIVE
R2-1 (SPEED LIMIT 25) SIGN AND
STATE STD. R26(CA) (NO STOPPING
ANY TIME) SIGN ON POST
14+00 15+00 16+00 17+00 18+00 18+00 19+00 20+00 21+00 22+00
L I I boa 1830
BY SEP�RATE PLANS / / ' I 250.00' I
PARCEL AP NO. 11894 PROPOSED FINISH
STREET IMPROVEMENT AND ` GRADE AT PROFILE / �� VI STA = 20+26.84
STRIPING PLATS PREPARED BY CENTERLINE g�/ 1g°Ic PVI ELEV = 815.75
MCINTOSH ND ASSOCIATES CO - A.D. _ -4,13
- 1
' 6 9 825 K - so.48 i
+
Cq 00
SIA 34.77 / W W
788.82 :788-69-P- / i -q
>
BC / PROPOSED FINISH
1 / / GRADE AT FLOWLINE I
/ (LEFT AND RIGHT) 90 820
STA 15+55.00, 5.00 R
L;UM5IKU(;1[ 5U MANHOLE PER
CITY STD. S-2. TIE INTO / / / �3
EXISTING 24" STORM DRAIN MAIN i
7831.71 783.191 RIM ? /
777.00 18"INV CNW SE) / ✓ �'
764.45 24"INV NE / N E
764.4 24 INV (SW) EXISTING / 788.16 FLz ° I
10, 8 a 815STA 21+51 84,
� 818 f
STA 16+55.00 41.00 L _..
STA 15+50.9
6 / �,
782.91 PDETAILQ►• _ i / \
MATCH EXISTING / g��� PER IM ON SHEE 4 w co 041
i V
6• 785.00 RIM o - i
766.70 24 -INV (S� + 0 /
EXISTING GROUND AT i V
PROFILE CENTERLINE w � 8 / Ii
/
810 m}
18"SD
PROPOSED FINISH
g0 GRADE AT PROFILE 1
( ( 7 805 6 / / CENTERLINE I
STA 18+21.62 /\
......... 801.70 PRC 806.59 P / k�°jo �( 806.59 FLoe .
EXISTING GROUND AT
7 800 PROFILE CENTERLINE
801.05 FL
765 795
_._....._._....__.. I _ i
/ E
e
_
" INSTALL 109* LF OF 2" RCP O 0.1256 E i
_
6d 17901
/
SCALE IN FEET ATP. _. ..._
���� ENGINEERING, INC.
i 669-320-0346 V\ A ETR SNOOXO0 V'
1 20 40 :• 5611 E. ONC-TfN"EUUE FRESNO, CA 3n;'377
•'
1 1 RST SUBMITTAL 08/19/13
2 2ND SUBMITTAL 10/10/13
/ J\ APPROVED PLANS 01/30/14
Elm
F
' REVISION HISTORY - THIS SHEET
i
820
Architecture I Engineering I Planning
Hammel, Green and Abrahamson, Inc.
1410 Rocky Ridge Drive- Suite 250
Roseville, California USA 95661
81 Telephone 916.787.5100 Facsimile 916.784,7738
Dq�,c Fy QROFESS/Q
Dqc Fye,
LU
C 71
EXP
/zlz� i No. 7187
* ....._..._..
EM
810 �,�� CIV1?�,. c
C
�'oF�uFo� 9
yl6l�i'Ci OF C p\-\�O
KIRKCALDY DRIVE
805
A5-BUILT5
800%
SCALE PER PLANS
DATE 01/29/14
DRAWN Mw
795
79
CONCRETE
CHANNEL 5.I
4' FUTURE
LANDSCAF
\� 2.OX
30'
5' 20'
ETW
8'
2
Iv
/��\\CURB, UTTER {• �
\�I AND SIDEWALK
CONSTRUCT
CONCRETE CHANNEL
PER DETAIL "CH"
1
12'
0.20" A.C. PAVEMENT—J
0.70" AGGREGATE BASE
0.70" COMPACTED SUBGRADE
95X RELATIVE DENSITY
R=14 TI=4.5
30'
5'
FUTURE 5' 20'
LANDSCAPE
ETW
8'
2.OX 2%
#4 REINFORCING BAR
HOOPS (4—TYP.)
12'
30'
CONCRETE
5' CHANNEL
20' 5' FUTURE 4'
LANDSCAPE
ETW
12' 8'
Ma.
2.0% _ lip
CURB, GUTTER AND
SIDEWALK
MATCH
EXISTING
CONSTRUCT CONCRETE
CHANNEL PER DETAIL "CH"
30'
5'
20' 5' FUTURE
LANDSCAPE
ETW
12' 8'
r
2%
x....
CURB. GUTTER..• / / �/ �/� ��/��/��/��/��/��/��/ _ — \ ; ,..... �,.:,•
�-- CONSTRUCT
AND SIDEWALK\
\\ GUTTER p PERCONCRETE
"GH CHANNEL"
#4 REINFORCING BARS AT 12"
O.C. AROUND THE PERIMETER
OF CONCRETE COLLAR
°• d
8" MIN. ALL SIDES
a •.
d
'd 3" CLEAR
°
SECTION VIEW_
EXISTING 15" CMP
90'
v,
a `4
4 90•
AND SIDEWALK'
0.20" A.C. PAVEMENT
0.70 AGGREGATE BASE
0.70" COMPACTED SUBGRADE
95% RELATIVE DENSITY
R=14 TI=4.5 "" FILL MATERIAL SHALL BE PLACED IN LAYERS WHICH, WHEN COMPACTED,
SHALL NOT EXCEED SIX (6.0) INCHES IN THICKNESS. EACH LAYER SHALL
BE SPREAD EVENLY AND THOROUGHLY MIXED DURING THE SPREADING TO
INSURE UNIFORMITY OF MATERIAL IN EACH LAYER, TOP 6" MUST BE
COMPACTED TO 95% RELATIVE DENSITY.—REFER TO SOILS REPORT
#4 0 12"
O.C. AROUND THE PERIMETER
OF CONCRETE COLLAR
PROPOSED 15" RCP
PER PLANS
NOTES:
1. ALL REINFORCING BARS SHALL BE GRADE 60 DEFORMED BARS.
2. INSIDE JOINT SHALL BE SMOOTH FINISH (BRUSHED) AND FLUSH.
C01 CONCRETE COLLA CONSTRUCTION DETAIL
-- I SCALE: N.T.S
SEE DETAL 'Ee
FiLL CONCRETE TO
TOP ELEVATION
MATCH
MATCH FWA E
FMACIvE CONCRETE CHANNEL
BEYOND NA.ET. "ClIFOl AND
COMPACT EIOSTNND ORONND.
.. �--•_— PROPOSED CONCRETE
_ CHANNEL MATCH D OSTNNG
CHANNEL FLOWH.NNE,
CEXIISTING HANNEL OONCNETE
COVER
— Fu CHANNEL WITH CONCRETE
j ALL MCILIM INLET
2,0.OPE"N'
I
NOTES:
1. For details of steel pipe Inlets, we Standard Plan D75A.
2. For details of ladder and steps and when ladder or steps
oET� �" are required, see Standard Plan D75C.
3. Inlet pipes shall not protrude Into basin.
4. Except fa inlets used for 1Lnction boxes, bash floors shall
have minimum elope of 4:1 from all directions toward
outlet pipe, and a wood trowel finish.
5. See Standard Plan D77A and Standard Plan D778
for Grate and Frame Details and Weights of Miscellaneous
Iron and Steel.
6. Designation of Type OCPI pipe inlets an plans indicates trash
racks are to be famished and installed an all side openings.
See Standard Plan D75C for Trash Rack details.
7. More than one side opening may be requtred. Location and
number as ordered by the Engineer. Opening may be cast
In pipe.
8. Chain to be provided when specified.
9. Place pipe so bars of grate will be parallel with main
surface flow.
10. Redwood covers shall only be placed at locations designated
SECTION B—B on the plans.
TYPE OCP or OCPI
CaeareuP�� Ydet sMh wted emR —f-1114" Min Dia x 1'-3"
l� Note N) r BENT AS SHOWN
4Y" 14• RAY•
SLOT 4 x 2Y" Y• CHECKERED A
HOLE .: ..ja
SLOT Y" x 2"
Y" CHECKERED A 1?
�\
TACK WELD 1'-6• x t5
: - HEAT—TREATED CHAIN TO DETAIL w SECTION C—C
LUG AND COVER (SEE NOTE 8)l.�J�.f—
: :
'+ Y' A x 11• STATE Or CALWO NIA
14" WARTMENT Or TRANSPORTATION
DETAIL "E" CONCRETE PIPE INLETS
140 SCALE D75B
N.T.S.
r— EXISTING CONCRETE CHANNEL
FUTURE PRIVATE ROAD
NOT PART OF THIS PLAN
CURB, GUTTER
— — — — — — — — — — — — —
L J
NOTES:
1. PRIVATE ROAD IS PART OF PROPOSED FUTURE IMPROVEMENTS
AND SUBJECT TO CHANGE.
00
6'
2. � 2'•1
3' V
. d
1/2- MIN 0X3"
9/16" 0 HOLE IN ANGLE
SLOT 3/4" X 2"
Y4
1 w " CHECKERED PLATE
T • M
1 `o
4" THICK CONCRETE
24" INLET WIDTH
1/4" CHECKERED PLATE
TACK WELD 1'-6" OF Y4" 24" INLET WIDTH
HEAT—TRATED CHAIN TO FRAME (TYPICAL)
1" AND COVER PLAN
36" MIN.
V RIVETS, SPOT WELD OR TACK
36" CMP WALL WELD AT 7b" POINTS TO CSP 1/4" CHECKERED
DETAIL "C"» SEE DETAIL "D"
SEE DETAIL C
WELD )" GALVANIZED STEEL PLATE •
REINFORCEMENT (2 REQUIRED) ONE ON EACH 2.7 4 `t °. •;
SIDE OF OPENING TO PROVIDE ADDITIONAL '
SUPPORT FOR STEEL PLATE COVER :• g"
a . I
SECTION E—E _ ,2�:
Y4 CHECKERED Pu' —
L3" X 3" X 3/8" OR
1-3" X 2 7t" X 3/8"
36" CORRUGATED STEEL PIPS
(CSP) DETAIL "D"
N.T.S
WARP CONCRETE CHANNEL
CSP TO MATCH INLET
RISER 36"
Rack" X" MIN 6" (TYP')
SLOT 0
�'4"X2Y4"
INCH 9fe 0 °
LES IN ANGLE 6" °
a
fib" RIVETS, SPOT WELD
OR TACK WELD AT 76"
POINTS TO CSP 6" MIN ° • • .
SECTION C—C
• MORTAR ALL
AROUND PIPE
ELEVATION
I FT DETAIL
G. L. B R U N 0
KIRKCALDY DRIVE
BAKERSFIELD, CA
1 1 RST SUBMITTAL 08/19/13
//2 2ND SUBMITTAL 10/10/13
A APPROVED PLANS 01/30/14
REVISION HISTORY - THIS SHEET-
"
Architecture I Engineering I Planning
Hammel, Green and Abrahamson, Inc.
1410 Rocky Ridge Drive - Suite 250
Roseville, California USA 95661
Te hone 916.787.5100 Facsimile 916.784.7738
QqFti� �pQROFESS/ONS
OA
�6-11'� C 7 7 7 fy o`�`e� ccF�yc
EXP * `Y No. 7187
��
CIVI4 J1
"
OF 0A\ I,lr i`v'yt
/ OF C A�-�F
`�(�f Zotlo
CONSTRUCTION DETAILS
A5aBUILTS
COMM. NO. ----
SCALE
PER PLANS
DATE 01 /29/14
DRAWN MW