HomeMy WebLinkAbout1.2-7354 Ph 1 & 2* 7' MAX.
q MULTIPLE U11UTY
I TRENCH
ON DEEP SEWER, SLOPE LATERALS
TO LOT LINE SO THAT THE END OF
LATERAL IS WITHIN REQUIRED
TOLERANCE.
STAMP AN 'S" INTO CURB FACE
OVER EACH SM LATERAL
CL SEWER MAIN
q R H5' WATERLINE
TYP FINISHED STREET
/-GRADE 13
No"m
o
1% MIN''' i
'SET LATERAL. PROVIDING PROPER
CLEARANCE UNDER WATERLINE AND
UTIUTY TRENCHES
TYPICAL SEWER LATERAL INSTALLATION
# FOR SHALLOW INSTALLATION! OF SEWER LATERALS FROM SHALLOW SEWER MAINS,
THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTIUTY TRENCH.
THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN
CROSSING OVER THE WATERMAN.
A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A
A CONTINUOUS 20' SECTION OF CLASS 200 (DR 14 PER AWWA C90D) PLASTIC
PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED.
NOTE: CONTRACTOR TO VERIFY THAT WATER MAIN AND SEWER LATERAL
.CROSSINGS ARE IN CONFORMANCE WITH CAUFORNIA HEALTH. CODE REQUIREMENTS.
SUMMARY OF IMPROVEMENTS
SEWER IMPRO�MENT�IMPRO�MENT�N�
CENTERUNE
.NNIT 3
6' SEWER LINE
767
LF
415
LF
8" SEWER LINE
1907
LF
495
LF
10" SEWER LINE
862
LF
LANDSCAPING AREA
-
4" LATERALS
1480
LF
1093
LF
6" CLEANOUT
2
EA
1
EA
TEMP. 8" CLEANOUT
3
EA
PROPERTY LINE / RIGHT-OF-WAY
----
STANDARD MANHOLE
6
EA
3
EA
DROP. MANHOLE
5
EA
o
-
STORM DRAIN IMPROVEMENTS.
UNIT
1
UNIT
2,
18" DRAIN LINE
287
LF
540
LF
24" DRAIN LINE
98
LF
-
30" DRAIN LINE
56
LF
5
-
36" DRAIN LINE
1652
LF
-
STANDARD MANHOLE
9
EA
1
EA
CATCH BASINS
10
EA
W
-
I1111:039 01bB
C.L
CENTERUNE
C&G. CURB & GUTTER
INV.
INVERT.
FL FLOWUNE
SD.
STORM DRAIN
FOC FACE OF CURB
M.H.
MANHOLE
EX. EXISTING
C.O.B.
CITY OF BAKERSFIELD
ELEV. ELEVATION
L.S.
LANDSCAPING AREA
PA PROPERTY LINE
SCP
STREET CONSTRUCTION PLAN T.O.M. TOP OF MANHOLE
STA.
STATION
T.O.C. TOP OF CLEANOUT
TEMP
TEMPORARY
RAD: RADIAN
DRIVE
UNIT BOUNDARY
AVENUE
PROPERTY LINE / RIGHT-OF-WAY
----
--
----------
LITTONHAM WAY
TRACT BOUNDARY
PENLEY COURT
- - — -—
CENTERLINE
6
o
PROPOSED CURB
OFF–SITE TOTAL
- 1182 LF
- 2402 LF
- 862 LF
- 2573 LF
- 3 EA
- 3 EA
- 9 EA
- 5 EA
OFF-SITE TOTAL
37 LF 864 LF
98 LF
56 LF
1055 LF 2707 LF
6 EA 16 EA
10 EA
VICINITY MAP
NO SCALE
FUTURE TRACT
CITY OF BAKERSFIELD
KERN COUNTY CALIFORNIA
FOR IIL1.
VESTING TENTATIVE TRACT 7354 V
'� Z1 ZIZ
t4131�=1�=1 26 25 24 10 9 8 7 6 5 2 1 7 6 5 4 3 2 1 1
PBIEIEEY PA4518E AY17111E
9
L27
/I
23 11 12 16117 18 19 20 , �� 3 1 # 8 1 .10
8 7 34 35 31637�
J 22 f 27 8 1 ` 28 28 eRp1 BiREE1' 1� 1 21 t 9 ' I 132 1 2_[3 4 1 5j1'
1 6 1 7 12
29 _ t_L'_ __L�_1 I __ I
7' MAX.* - 29 13 1
— I s,l�T
30 10
1 r -r T-� --
_T i_ !-
I v' $ T 3030 31 132 iI 32 33 i 34 i 35 136 i F 1 p i 3, 26 i 25 24 23 22 21 4 J
I-II �- - 15 -�
\ I 10
33 I 16i 8 13 121 11 1 130 rJ 281 27
,\ -
�� 34 'L1�4 i 17
12 I I ' I - / -. 26 19 /
/
—1 .... UPPFR PAR6IME SIRFEI 25
13 6 5
\ \ HBI&11E f�FTN 871RET _.. _.. " I ® $ 110WIE WAN MBAR
LS. i ' --
LOT \�\� LOT iJ/1 2 1 3 – _ �3', - 24
Q411
14/
2/ :TX23
17 / i 1
2 16 1 1719 i 201 21 22 __3
�i 7 1
1 52
28 429/
//3
STOCKDALE
s
T. 'yo S,
a
R. 26 E.
- ®
CONSTRUCT SEWER MANHOLE
_•q
TYPE "A" PER C.O.B. STD. SW -4 AND SW -5.
®
CONSTRUCT SEWER CLEANOUT
AVOIR
PER C.O.B. STD. SW -6.
4.
CONSTRUCT STORM DRAIN PER CITY STANDARDS
2
0
CONSTRUCT STORM DRAIN MANHOLE .
PROJECT
S1
4
CONSTRUCT CATCH BASIN
13
W
K
j
DRIVE
MING'
AVENUE
STREET
n� n®
6
10.
LITTONHAM WAY
6
PENLEY COURT
6
o
11
2
rc
LANE
5
W
14 a..
13
m
N
THERN PACIFIC
RAILROAD
VICINITY MAP
NO SCALE
FUTURE TRACT
CITY OF BAKERSFIELD
KERN COUNTY CALIFORNIA
FOR IIL1.
VESTING TENTATIVE TRACT 7354 V
'� Z1 ZIZ
t4131�=1�=1 26 25 24 10 9 8 7 6 5 2 1 7 6 5 4 3 2 1 1
PBIEIEEY PA4518E AY17111E
9
L27
/I
23 11 12 16117 18 19 20 , �� 3 1 # 8 1 .10
8 7 34 35 31637�
J 22 f 27 8 1 ` 28 28 eRp1 BiREE1' 1� 1 21 t 9 ' I 132 1 2_[3 4 1 5j1'
1 6 1 7 12
29 _ t_L'_ __L�_1 I __ I
7' MAX.* - 29 13 1
— I s,l�T
30 10
1 r -r T-� --
_T i_ !-
I v' $ T 3030 31 132 iI 32 33 i 34 i 35 136 i F 1 p i 3, 26 i 25 24 23 22 21 4 J
I-II �- - 15 -�
\ I 10
33 I 16i 8 13 121 11 1 130 rJ 281 27
,\ -
�� 34 'L1�4 i 17
12 I I ' I - / -. 26 19 /
/
—1 .... UPPFR PAR6IME SIRFEI 25
13 6 5
\ \ HBI&11E f�FTN 871RET _.. _.. " I ® $ 110WIE WAN MBAR
LS. i ' --
LOT \�\� LOT iJ/1 2 1 3 – _ �3', - 24
Q411
14/
2/ :TX23
17 / i 1
2 16 1 1719 i 201 21 22 __3
�i 7 1
1 52
28 429/
//3
—" W
PROPOSED WATER PER SEPARATE PLANS
T .M. 6•T'
TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
1
CONSTRUCT SEWER PER CITY STANDARDS
- ®
CONSTRUCT SEWER MANHOLE
_•q
TYPE "A" PER C.O.B. STD. SW -4 AND SW -5.
®
CONSTRUCT SEWER CLEANOUT
AVOIR
PER C.O.B. STD. SW -6.
4.
CONSTRUCT STORM DRAIN PER CITY STANDARDS
-----0
0
CONSTRUCT STORM DRAIN MANHOLE .
LOWER PARKSHIRE STREET
TYPE "A" PER C.O.B. STD. SW -4 & SW -5.
4
CONSTRUCT CATCH BASIN
13
TYPE "A" PER C.O.B. SID. D-14.
j
DRIVE
8.
F
STREET
9.
RISBOROUGH COURT
10.
LITTONHAM WAY
11.
PENLEY COURT
—" W
PROPOSED WATER PER SEPARATE PLANS
T .M. 6•T'
TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
—.—s—
CONSTRUCT SEWER PER CITY STANDARDS
- ®
CONSTRUCT SEWER MANHOLE
_•q
TYPE "A" PER C.O.B. STD. SW -4 AND SW -5.
®
CONSTRUCT SEWER CLEANOUT
AVOIR
PER C.O.B. STD. SW -6.
4.
CONSTRUCT STORM DRAIN PER CITY STANDARDS
-----0
0
CONSTRUCT STORM DRAIN MANHOLE .
LOWER PARKSHIRE STREET
TYPE "A" PER C.O.B. STD. SW -4 & SW -5.
4
CONSTRUCT CATCH BASIN
13
TYPE "A" PER C.O.B. SID. D-14.
\
4
7
fd3 3
36� –34
2
PROJECT MAP
SCALE: 1"=200'
® SHEET NO. INDEX
NOTE: ALL IMPROVEMENTS CONSTRUCTED PER THESE PLANS TO BE PRIVATELY MAINTAINED.
31 ([ 1
I 18.
L-20-
26
_20_26
--Z9
30
NOIES : 1) ALL. CATCH BASINS ARE TO BE TYPE "A"
WITH 3.5' OPENINGS PER C.O.B. STD.D-14
UNLESS OTHERWISE NOTED.
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
UNLESS OTHERWISE NOTED,
3) ALL SEWER LATERALS SHALL BE 4" IN SIZE,
UNLESS OTHERWISE NOTED.
SECTION DESIGNATION:
SECnQ1 LET,ER
-2
SHEET WERE SECnON. IS 910
/—PIPE SIZE
8"S—UTILITY:
W–WATER S–SEWER
G–GAS D–DRAIN
UNITS 1 & 2
PHASES TO BE CONSTRUCTED SIMULTANEOUSLY
tragi—j
\ y�INDEX
EX. TRACT 7299
OF SHEETS
SHEET
PE
_•q
TITLE SHEET
Pw_
NOTES
AVOIR
PEMBERLEY PASSAGE AVENUE
4.
BROMSHIRE STREET
6
I
�
4,a
LOWER PARKSHIRE STREET
HIGHGATE HEATH AVENUE &
13
!,
j
DRIVE
8.
F
STREET
9.
RISBOROUGH COURT
10.
LITTONHAM WAY
NOTE: 1. PRIOR TO THE START OF ANY UNIT OF
CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY,
THE CITY CONSTRUCTION INSPECTION DEPARTMENT
SHALL BE GIVEN 24 HOURS NOTICE.
TELEPHONE 326-3049. NO CITY INSPECTIONS
WILL BE GIVEN FOR THE WORK IN THIS AREA
UNTIL A STREET PERMIT HATH APPROPRIATE
SECURITY AND INSURANCE HAS BEEN OBTAINED.
2. ALL FACILITIES TO BE PRIVATELY MAINTAINED
UNLESS OTHERWISE NOTED ON PLAN.
3. ALL MATERIALS SUPPLIED FOR THIS PROJECT
WILL REQUIRE A CERTIFICATE OF COMPLIANCE
STATING THAT THE REQUIREMENTS & STANDARDS
SET FORTH BY THE CITY OF BAKERSFIELD HAVE
BEEN MET..
z
ENGINEER'S STATEMENT
-�
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR
�I UNDER MY DIRECTION AND, TO THE BEST OF MY KNOWLEDGE AND
i271 T f BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS
'I 28�� : n1 AND DESIGN CRITERIA AND THEY 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
iiAlll AVQNE SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED
NRIGAIE _ PI. ANS SURMITTFD TO. CITY ENGINEER.
3 2
t
11,
III6
7
I r
I I 1 .6�^5'14 5,
i I i
-
I
19 ii 20 1,
21
�.O
,
1
W
�:�A
Nk'
APPROVED. BY:
IL 6- 117
DATE
IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE
IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD
PUBLIC WORKS DEPARTMENT, ALL IMPROVEMENTS HEREIN ARE PRIVATE AND
ARE TO BE PRIVATELY MAINTAINED, UNLESS OTHERWISE NOTED ON PLAN.
R.C.E. NO. 61069
\ y�INDEX
BY: STUART J.
R.G.E.
OF SHEETS
SHEET
TITLE
1.
TITLE SHEET
2.
NOTES
3.
PEMBERLEY PASSAGE AVENUE
4.
BROMSHIRE STREET
5.
UPPER PARKSHIRE STREET &
LOWER PARKSHIRE STREET
6.
HIGHGATE HEATH AVENUE &
HIGHGATE GLENN STREET
7.
WHITLORNE DRIVE & BIXSHIRE
DRIVE
8.
GILFORD STREET & WHITAKER
STREET
9.
RISBOROUGH COURT
10.
LITTONHAM WAY
11.
PENLEY COURT
APPROVED. BY:
IL 6- 117
DATE
IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE
IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD
PUBLIC WORKS DEPARTMENT, ALL IMPROVEMENTS HEREIN ARE PRIVATE AND
ARE TO BE PRIVATELY MAINTAINED, UNLESS OTHERWISE NOTED ON PLAN.
R.C.E. NO. 61069
BENCHMARK USED`.
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION
OF MING AVENUE AND ALLEN RD., ALSO BEING THE. NORTHWEST
CORNER OF SECTION 12, T.30S., R.26E.,
ELEV = 367.96' (NAVD 88 DATUM)
BASIS OF BEARINGS:
THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST LINE
SECTION 10,. T. 30 S., R. 26 E. AS SHOWN ON RECORD OF SURVEY,
BOOK 25, PAGE 49 WAS USED AS THE BASIS OF BEARING SHOWN
HEREON.
LEGAL DESCRIPTION:
BEING A SUBDIVISION OF A. PORTION OF PARCEL 2 OF LOT LINE
ADJUSTMENT NO. 17-0353 PER CERTIFICATE OF COMPLIANCE
RECORDED FEBRUARY 21, 2018 AS DOCUMENT NO. 218019657 OF
OFFICIAL RECORDS; ALSO BEING A PORTION OF THE E 1/2 OF
SECTION 10 AND W. 1/2 OF SECTION 11, TOWNSHIP 30 SOUTH,
RANGE 26 EAST, M.D.M. IN THE CITY OF BAKERSFIELD, COUNTY OF
KERN, STATE OF BAKERSFIELD. •
•
Know whars below.
Call before you dig.
BY: STUART J.
R.G.E.
PATTESON,
NO. 44898
ASSISTANT PUBUC WORKS DIRECTOR DATE
BENCHMARK USED`.
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION
OF MING AVENUE AND ALLEN RD., ALSO BEING THE. NORTHWEST
CORNER OF SECTION 12, T.30S., R.26E.,
ELEV = 367.96' (NAVD 88 DATUM)
BASIS OF BEARINGS:
THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST LINE
SECTION 10,. T. 30 S., R. 26 E. AS SHOWN ON RECORD OF SURVEY,
BOOK 25, PAGE 49 WAS USED AS THE BASIS OF BEARING SHOWN
HEREON.
LEGAL DESCRIPTION:
BEING A SUBDIVISION OF A. PORTION OF PARCEL 2 OF LOT LINE
ADJUSTMENT NO. 17-0353 PER CERTIFICATE OF COMPLIANCE
RECORDED FEBRUARY 21, 2018 AS DOCUMENT NO. 218019657 OF
OFFICIAL RECORDS; ALSO BEING A PORTION OF THE E 1/2 OF
SECTION 10 AND W. 1/2 OF SECTION 11, TOWNSHIP 30 SOUTH,
RANGE 26 EAST, M.D.M. IN THE CITY OF BAKERSFIELD, COUNTY OF
KERN, STATE OF BAKERSFIELD. •
•
Know whars below.
Call before you dig.
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 AT 811.
CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS
OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEVER AND STORM DRAIN LINES, VERTICAL
AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY
EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT NTH ANY
UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER
TO REDESIGN THE ALIGNMENT. IF RELOCARON OF EXISTING UTILITIES IS DEEMED NECESSARY
THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF
THE ALIGNMENT REWIRES 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 13E
REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE.
UTUTIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR
TO TRENCHING. CROSSING UTILITIES SHALL BE DAYUGHTED AND CHECKED FOR GRADE,
BY CONTRACTOR PRIOR TO TRENCHING.
ALL EXISTING IMPROVEMENTS & ANY OTHER ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE
DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE
REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER.
ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN
ACCORDANCE NTH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS
STAMP AN "S" INTO THE CURB FACE OVER EACH SEWER LATERAL
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC
WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-
OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND
SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN
THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT
COMPACTION TESTS SHALL BE THE RESPONSIBUTY OF THE DEVELOPER/CONTRACTOR.
THE NUMBER AND LOCATION OF REWIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER
NO PUBLIC WORKS INSPECTIONS ELL BE GIVEN FOR THE WORKING IN THE UNDEDICATED
ROADWAYS IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED.
2. STANDARD DETAILS
THE FOLLOWING CITY OF BAKERSFIELD STA14DARDS SHALL BE CONSIDERED PART OF THESE PLANS:
D-11, D-14, D-16, D-18, ST -6, ST -22
SW -1, SW -2, SW -3, SW -4, SW -5, SW -6, SW -9, SW -11, -
SEWER PIPE
3. VCP INSTALLATION
MATERIALS ,, THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY
CONFORMING TO CURRENT ASTM SPECIFICATION C-700 AND SHALL BE INSTALLED IN
CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS
OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CURRENT EDITION
AND THE CURRENT ASTM SPECIFICATIONS C-12.
JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END
NIH COMPRESSION JOINTS CONFORMING NTH THE CURRENT ASTM SPECIFICATION
C-425.
THE PIPE AND FITTINGS FOR 6", 8", 10 AND 12" SANITARY SEWER MAINS MAY
BE PLAIN -END NTH COMPRESSION COUPLINGS CONFORMING NTH THE CURRENT ASTM
SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHFAR RING AS
MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINUNE"
BANDSEAL COMPRESSION COUPUNG, OR APPROVED. EQUAL SHALL BE REWIRED.
THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING
LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING NTH THE
CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT
REQUIRED)
4. ABS PIPE INSTALLATION
MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT
ASTM SPECIFICATIONS D-2680 AND D-2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS
THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER
INJURIOUS DEFECTS FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED
IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED.
JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE
IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE ABS PIPE
CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD.
INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE NTH
THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I, 11, AND II EMBEDMENT
MATERIALS FULL BE CONSIDERED SUITABLE.
5. PVC PIPE INSTALLATION
MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT
ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS
THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER
INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED
IN LINE ON NEW PIPEUNES; CUT -IN FITTINGS ARE NOT PERMITTED.
JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL
BE IN ACCORDANCE NIH THE MANUFACTURER'S RECOMMENDAIONS WHERE PVC PIPE
CONNECTS TO VCP PIPE USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD.
INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE NTH
THE CURRENT ASTM SPECIFICAION 0-2321. ONLY CLASS 1, IL AND III EMBEDMENT
MATERIALS ELL BE CONSIDERED SUITABLE.
6. REINFORCED CONCRETE PIPE WIN PVC UNING.
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 NTH 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 NTH THE FOLLOWING PARAGRAPHS. PIPE
SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BELL
AND SPIGOT DESIGN NTH A CONTAINED O-RING GASKET.
PVC LINER SHALL BE CAST INTO THE WALL OF THE RCP AND SHALL COVER 360'
OF THE PIPE ALL WORK FOR AND IN CONNECTION NTH THE INSTALLATION OF THE
LINING IN CONCRETE PIPE AND FIELD SEALING AND WELDING OF JOINTS SHALL BE DONE
IN STRICT CONFORMITY NTH ALL APPLICABLE SPECIFICATIONS INSTRUCTIONS AND
RECOMMENDATIONS OF THE UNING MANUFACTURER. LINER SHALL MEET THE FOLLOWING
REQUIREMENTS.
1.B. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC LINER PLATE SHEETS, WELDING
STRIPS AND OTHER ACCESSORY ITEMS SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES
HIEN TESTED AT 77F t5 (25'C f3 ).
PROPERTY INLDAL (PAH, -LCE)
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 t5
(NTH RESPECT TO INITIAL TEST RESULT) 10 -SEC. 35-50 t5
WEIGHT CHANGE t1.5
TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE NTH 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 MELDING STRIP AT ANY
TIME PRIOR TO FINAL ACCEPTANCE OF THE WORK.
UNER 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' - 2T 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 UNING 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 JOINT AFTER INSTALLATIONS,
WITHOUT DAMAGE TO THE LINING.
I.C. CHEMICAL RESISTANCE OF LINER.' AFTER CONDITIONING TO CONSTANT
WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL
BE EXPOSED TO THE FOLLONNG SOLUTIONS FOR A PERIOD OF 112 DAYS AT 77' F t5
(25' C ±3 ).
AT 28 -DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANCE SPECIMENS
SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN
ACCORDANCE NTH 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 FULL BE SUBJECT TO REJECTION.
CHEMICAL SOLUTION
SULFURIC ACID
CONCENTRATION
20R+"
SODIUM HYDROXIDE
5%
AMMONIUM HYDROXIDE
5%.
NITRIC ACID
1%++
FERRIC CHLORIDE 1%
1%
SOAP
0.1%
DETERGENT
0.1%
(LINEAR ALKYL BENZYL SULFONATE OR LAS
BACTERIOLOGICAL
800 NOT LESS THAN 700 PPM
*THIS IS TO BE USED AS A PRE-OUAUFICAION TEST AND WHEN MATERIAL
FORMULATIONS ARE CHANGED.
++VOLUMETRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS.
1D. DETAILS AND DIMENSIONS OF LINER SHEETS. UNER SHEETS SHALL BE A
MINIMUM OF 0.065 INCH (1.65 MM) IN THICKNESS. LOCKING EXTENSIONS OF THE
SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED NTH THE
SHEET.
I.E. INSTALLATION OF UNING. INSTALLATION OF THE LINING, INCLUDING PREHEATING
OF SHEETS IN COLD WEATHER AND THE WELDING OF ALL JOINTS SHALL BE DONE IN
ACCORDANCE WITH THE RECOMMENDARONS OF THE LINER MANUFACTURER.
COVERAGE OF THE UNING SHALL NOT BE LESS THAN THE MINIMUM SHOWN ON
TIE PLANS
THE LINING SHALL BE INSTALLED WITH THE LOCKING EXTENSIONS RUNNING PARALLEL
NTH THE LONGITUDINAL AXIS OF THE PIPE,
THE UNING SHALL BE HELD SNUGLY IN PLACE AGAINST INNER FORMS.
LOOKING EXTENSION SHALL TERMINATE NOT MORE THAN 1-1/2 INCHES (38 MM)
FROM THE END OF THE INSIDE SURFACE OF THE PIPE SECTION. JOINT FLAPS WHEN
USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE
INSIDE SURFACE
CONCRETE POURED AGAINST LINING SHALL BE VIBRATED, SPADED OR COMPACTED IN
A CAREFUL MANNER SO AS TO PROTECT THE LINING AND PRODUCE A DENSE
HOMOGENOUS CONCRETE SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE
CONCRETE.
IN REMOVING FORMS CARE SHOULD BE TAKEN TO PROTECT THE UNING FROM
DAMAGE. SHARP INSTRUMENTS SHALL NOT BE USED TO PRY FORMS FROM LINED
SURFACES WHEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN IN THE UNING SHALL
BE PULLED, WITHOUT TEARING THE UNING, AND THE RESULTING HOLES CLEARLY MARKED.
ALL NAIL AND TIE HOES AND ALL CUT, TORN AND SERIOUSLY ABRADED AREAS IN
THE UNING SHALL BE PATCHED. PATCHES MADE ENTIRELY NTH WELDING STRIP SHALL
BE FUSED TO THE LINER OVER THE ENTRE PATCH AREA. LARGER PATCHES MAY
CONSIST OF SMOOTH LINER SHEET APPLIED OVER THE DAMAGED AREA WIN ADHESIVE.
ALL EDGES MUST BE COVERED WITH WELDING STRIP FUSED TO THE PATCH AND THE
SOUND UNING ADJOINING THE DAMAGED AREA.
HOT JOINT COMPOUNDS, SUCH AS COAL TAR, SHALL NOT BE POURED OR APPLIED
TO THE LINING.
THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO
INSTALLED UNING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE
WORK.
1.F APPLICATION TO CONCRETE PIPE - SPECIAL REQUIREMENTS. THE LINING
SHALL BE SET FLUSH WITH THE INNER EDGE OF THE BELL OR SPIGOT END OF A PIPE
SECTION AND SHALL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 4 INCHES
(100 MM) BEYOND THE OPPOSITE END DEPENDING UPON THE TYPE OF LINING JOINT
TO BE MADE NTH THE ADJOINING CONCRETE PIPE.
WHEREVER CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES PROTECTED NTH LINING,
JOIN STRUCTURES NOT SO LINED (SUCH AS BRICK STRUCTURES CONCRETE PIPE OR
CAST -IN-PLACE STRUCTURES H1H CLAY LINING OR CLAY PIPE), THE UNING SHALL BE
EXTENDED OVER AND AROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE
FOR NOT LESS THAN 4 INCHES (100 MM). THIS PROTECTING CAP MAY BE MOLDED
OR FABRICATED FROM THE LINING MATERIAL BUT NEED NOT BE LOOKED INTO THE PIPE.
WHERE A PIPE LATERAL (NOT OF PLASTIC UNED CONCRETE) IS INSTALLED THROUGH
LINED CONCRETE PIPE THE SEAL BETWEEN THE LINED PORTION AND THE LATERAL SHALL
BE PER THE MANUFACTURER'S RECOMMENDATIONS.
UNED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS
CARE SHALL BE EXERCISED IN HANDLING, TRANSPORTING AND PLACING UNED PIPE
TO PREVENT DAMAGE TO THE LINING. NO INTERIOR HOOKS OR SLINGS SHALL BE USED
IN LIFTING PIPE. ALL HANDLING OPERATION SHALL BE DONE NTH AN EXTERIOR SUNG OR
NTH A SUITABLE FORK UFT.
ON PIPE HAVING A 360' LINER COVERAGE, THE LONGITUDINAL EDGES OF THE
SHEET SHALL BE BUTT WELDED. WHEN PIPE TUBES ARE FURNISHED, THESE ARE
SHOP -WELDED JOINTS
NO PIPE NTH DAMAGED UNING WILL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN
REPAIRED TO THE SATISFACTION OF THE ENGINEER.
I.G. FIELD JOINTS IN LINING FOR CONCRETE PIPE. THE JOINT BETWEEN
SECTIONS OF UNED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER:
IF REQUIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED WITH
CEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT,
EXTEND INTO THE PIPE BEYOND THE STRAIGHT UNE CONNECING THE SURFACES OF THE
ADJACENT PIPE SECTIONS
PIPE JOINTS MUST BE DRY BEFORE LINING JOINTS ARE MADE.
ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM UNING
SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THEM CLEAN AND DRY.
FIELD JOINTS IN THE LINING AT PIPE JOINTS MAY BE EITHER OF THE FOLLOWING
DESCRIBED TYPES:
TYPE P-1: THE JOINT SHALL BE MADE WITH A SEPARATE 4 -INCH (100 -MM)
JOINT STRIP AND IN WELDING STRIPS. THE 4 -INCH (100 -MM) JOINT STRIP SHALL BE
CENTERED OVER THE JOINT, HEAT -SEALED TO THE LINING, THEN WELDED ALONG EACH
EDGE TO ADJACENT LINER SHEETS WITH A 1 -INCH (25 -MM) WED STRIP. THE 4 -INCH
(100 -MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13
MM).
TYPE P-2: THE JOINT SHALL BE MADE WITH A JOINT FLAP NTH LOCKING
EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND
THE PIPE END. THE JOINT FLAP SHALL OVERLAP THE UNING IN THE ADJACENT PIPE
SECTION A MINIMUM OF 1/2 INCH (13 MM) AND BE HEAT -SEATED 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 SHALL BE TAKEN TO PROTECT THE FLAP FROM DAMAGE. EXCESSIVE TENSION
AND DISTORTION IN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT DURING LAYING
AND JOINT MORTARING SHALL BE AVOIDED. AT TEMPERATURES BELOW 50 F(10 C),
HEATING OF THE LINER MAY BE REWIRED TO AVOID DAMAGE
THE JOINT FLAP OR STRIP W 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 OF THE LINING.
ALL WELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE ETH THE
SPECIFICATIONS AND INSTRUCTIONS OF THE LINING MANUFACTURER.
WELDING SHALL FUSE BOTH SHEETS AND WELD STRIP TOGETHER IT 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 5DO AND 600 F (260 AND 316 C).
WELDING TOOLS SHALL BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED
BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE
WELDING TOOL SHALL BE MOVED SLOWLY ENOUGH AS THE WELD PROGRESSES TO CAUSE
A SMALL BEAD OF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH EDGES AND IN FRONT
OF THE WELD STRIP.
THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY VAHEN THE LINER COVERAGE IS
360 DEGREES
WHEN GROUNDWATER IS ENCOUNTERED THE LINING JOINT SHALL NOT BE MADE UNTIL
PUMPING OF GROUNDWATER HAS BEEN DISCONTINUED FOR AT LEAST THREE DAYS AND
NO VISIBLE LEAKAGE IS EVIDENT AT THE JOINT.
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.
I.H. APPLICATION TO CAST -IN-PLACE CONCRETE STRUCTURES - SPECIAL
REQUIREMENTS. LINER SHEETS SHALL BE CLOSELY FITTED AND PROPERLY SECURED TO
THE INNER FORMS SHEETS SHALL BE CUT TO FIT CURVED AND WARPED SURFACES
USING A MINIMUM NUMBER OF SEPARATE PIECES.
UNLESS OTHERWISE SHOWN ON THE PUNS„ 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 NTH ADHESIVE BECAUSE
OF THE JOINT AT THE RETURN BEING TOO EDE OR ROUGH OR BECAUSE OF SAFETY
REGULATIONS THE JOINT SPACE SHALL BE DENSELY CAULKED NTH 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.I. TESTING AND REPAIRING DAMAGED SURFACES. AFTER THE PIPE IS
INSTALLED IN THE TRENCH, ALL SURFACES COVERED VATH UNING, INCLUDING WELDS, SHALL
BE TESTED 'NTH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR
(TINKER & RASOR MODEL NO. AP -W WHH 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
WILL BE TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS SHALL EXTEND 2
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 A SPRING BALANCE LINER ADJOINING THE WELDING
STRIP WILL 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. INSPECTIGN 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 UNER FROM
EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK.
SHOP DRAWINGS. CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION
SHOWING DIMENSIONAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW.
PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM
TRENCH DESIGNATION "C". RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH
DESIGNATION "D".
PVC FOR PIPE SIZES 18" AND LESS. POLY VINYL CHLORIDE PIPE SHALL MEET
THE FOLLOWING REQUIREMENTS:
1. MATERIAL PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH
IN ASTM 0 3034 WITH SDR OF 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORM
TO ASTM D 3212 AND ASTM F 477,
2. TESTNG. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM
F-679 (T -WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE
ENGINEER.
3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S
GUIDELINES, THESE SPECIFICATIONS AND ASTM D 2321 "UNDERGROUND INSTALLATION OF
FLEXIBLE THERMOPLASTIC SEWER PIPE".
4. FIELD TESTS. IN -FIELD PRESSURE TESTS SHALL CONFORM TO THESE
SPECIFICATIONS AND THE FOLLOWING:
DEFLECTION MEASUREMENT OF PVC PIPE AFTER 30 DAYS OF INSTALLATON THE
CONTRACTOR SHALL MEASURE PIPE DEFLECTION BY PULLING A GO -NO-GO 5% MANDREL
THE MANDREL SHALL BE PULLED THROUGH THE PIPE WITH ROPE BY ONE PERSON
WITHOUT MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LFAST AS
LONG AS THE PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE
WITH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS THE MANDREL
DIAMETER WALL BE CALCULATED USING THE FOLLOWING FORMULA:
MANDREL DIAMETER = BASE PIPE I.D.-(Y/1GO X BASE PIPE I.D.)
WHERE Y = ALLOWABLE DEFLECTION IN % (5%)
BASE I.D. = ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PIPE
MANUFACTURER)
THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES NTH 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 -BACKFILLED, RECOMPACTED AND RETESTED UNTIL THE MANDREL TEST
CAN BE PASSED. RE -ROUNDING WILL NOT BE ALLOWED.
PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD
S-39, AS MODIFIED ON THE CONTRACT PLANS COMPACTION ABOVE THE PIPE ZONE
SHALL BE AS SHOWN ON THE PLANS.
7. TRENCH EXCAVATION
8.
9
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 REWIRED.
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 SELLS 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 ELL BE AS REQUIRED BY THE
TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTIUTY CONDUIT
INSTALLATIONS SHALL MEET CITY STANDARD S-39.
TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS.
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
REGSTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING
THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY NIH ANY OF THESE
RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION
TO 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
BACKFILL AT ALL IMES.
SECTION 6422 OF THE CALIFORNIA LABOR CODE REWIRES 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 ESTA13USIED 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.
TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN
ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR
THEREOF, UNLESS OTHERESE PERMITTED BY THE ENGINEER.
ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD
SPECIFICATIONS, DATED JULY, 1992, BEDDING CLASS SHALL BE AS SPECIFIED IN THE
PIPE OPTIONS. STORM DRAIN AND UTIUTY CONDUIT INSTALLATIONS SHALL BE IN
ACCORDANCE NTH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS
THAN NINETY PERCENT (90V UP TO THIRTY INCHES (30") FROM FINISHED GRADE-
BACKFILL
RADEBACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED
TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE IN SUCH A MANNER
AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE.
BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS
AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND
SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER
SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING OR BY A
COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED.
THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION
ABOVE THE PIPE ZONE ELL 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 SHALL PROVU "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 CAREFULLY 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 SHOVEL-SUCE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS
THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS,
SHOVEL-SUCING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT
UP TO THE QUARTER POINT OF THE PIPE.
INITIAL BACKFILL "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED
IN THE PIPE ZONE FOR INNIAL BACKFILL AFTER THE PIPE HAS BEEN PROPERLY LAID
AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON 80111 SIDES AND OVER THE
PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH
SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS, THE MATERIAL SHALL
BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND
MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO
COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION
OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE
RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE
PERMITTED.
SUBSEQUENT 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 ROWING,
USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER.
WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROWING, THE BACKFILL
MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LODSE
DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING
BEFORE SUCCEEDING LAYERS ARE PLACED.
COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND GNE-HALF (2-1/2) FEET OF
FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR
ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON
STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED
PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90%) RELATIVE
COMPACTION.
SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROWING SHALL BE FREE FROM
STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE
MATTER, OR OTHER UNSATISFACTORY MATERIALS
IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTON 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 THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF
PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL
MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE
NEXT LAYER IS PLACED.
EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE
COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39
AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE
ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%)
RELATIVE COMPACTION FOR THE TOP FINISHED W. AND SHALL BE DETERMINED BY
CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE
OF THE FOLLOWING D2922 OR D1556.
IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE
SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED.
COMPACTION TESTS WILL BE THEDETER
S RESPONSIBILITY. THE NUMBER AND
LWBE
AIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
10. SEWER PIPE INSTALLATION
SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. 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 EOUIPMENT AND
APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING. UNLOADING, HANDLING
AND PLACING OF MATERIALS. SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED
RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING
NTH A JOINT DAMAGED OR 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 NII MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN
FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER.
PIPE LAYING SHALL PROCEED NTH 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 GEARED 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 WREN WORK IS NOT IN PROGRESS, OPEN ENDS OF
PIPE AND FITTINGS SHALL BE CLOSED.
NTH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO
FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SZE 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 OPERAIONS.
CUTTING PIPE THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND
SPECIAL CASING 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 ELL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED
OR INCORRECTLY CUT.
PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED
AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE NIR THE
UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4), OR THE WATER
EXRLTRATION 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 NOTIFY THE ENGINEER 24
HOURS PRIOR TO ANY TESTING.
CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE UNFS TO
EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL. WHEN PIPE LAYING IS INTERRUPTED,
AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND
BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRFLLED TO
REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT,
SPRAY HEADS, ETC, THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENING
FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER LINE
SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD.
EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO
AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION
COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS POSITIVE GRADE
TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON
THE PLANS SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE NTH
THE PIPE: MANUFACTURERS RECOMMENDATIONS PAYMENT FOR SEWER LATERALS WILL BE
PAID AS SEWER FOR THE APPROPRIATE DIAMETERS
11. SYSTEM TESTING
A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE
IN ACCORDANCE NTH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE
RECOMMENDATIONS OF THE MANUFACTURER.
PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED NTH VIDEO EQUIPMENT
DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING
360, IN ORDER TO NEW AND RECORD THE TOP AND SIDES OF THE PIPE AS REQUIRED. THE VIDEO
INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO ELL ALSO INITIAL
AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF
ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDEC
VIDEO CASSETIE, THE COMPLETED "CHAIN OF CUSTODY FORM AND A WRITTEN LOG (WHICH INCLUDE
THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERAI
OF THE INSPECTION SHALL BE PROVIDED FOR MEWING, AND SHALL BE APPROVED BY THE CITY ENGF
PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY 1
THE CITY.
12. WYE FITTINGS SHALL BE INJECTION MOLDED IN -UNE TYPE AND SHALL BE USED FOR ALL
LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE
HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN.
ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM
OF 4' BEYOND THE PROPERTY LINE OR RIGHT-OF-WAY LINE WITH 30" OF COVER AT FLOW UNE.
SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY UNE OR RIGHT -
OP -WAY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. SID. DET. SW -1 UNLESS
OTHERWISE NOTED ON PLANS.
LATERALS SHALL BE A MINIMUM OF SO DEEP AND A MAXIMUM OF Y DEEP AT PROPERTY LINE OR
RIGHT -OP -WAY LINE AND A MINIMUM OF 2.5' DEEP AT FLONINE.
13. ALL SEWER STUBS SHALL BE CLOSED NTH A STANDARD PLASTIC PLUG. SOLVENT WELDED.
14. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE NTH 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 WIN THE CITY
OF BAKERSFIELD STANDARD DRAWING S-20.
15.
M
17.
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 STALL BE SET ON A 2" MORTAR BED OR SET ON
KENT -SEAL, IN A GROOVED FOUNDATION.
STORM DRAIN PIPE
STORM DRAIN PIPE. CONTRACTOR SHALL URUZE ROP PIPE, CLASS III WIN RUBBER
GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE
CONTRACT PLANS.
REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE SHALL CONFORM TO THE
PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE", OF THE STANDARD
SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE
SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE
PLANS OR SPECIFICATIONS FOR STANDARD JOINTS.
HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE
PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED.
REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO
SECTION 65-1.D6B, "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
RESUENT JOINTS ON PIPE AND FITTINGS VALL NOT BE DAMAGED, ANY PIPE OR FITTING
NIH 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 0 o
THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT 0
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS N- M m
a v m
PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS
DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED NTH EACH PIECE LVID TRUE 0U m 't
TO UNE AND GRADE AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT k
ETH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW UNE AS THE 4 � I
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 w U m
TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS,
OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. ^ w w o 1
ETH REELED END PIPE BELL HOES STALL THEN BE EXCAVATED AT EACH JOINT TO p 1 1
FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT N � m
PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED. NOT MORE THAN W
SO (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF m
THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS.
THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM .. y
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 Ay bZI 1
ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED 1
OR INCORRECTLY CUT. '\,
BOREDIJACKED PIPE FS 2' 5
CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE STALL BE P I QS"
INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE
TOWARD ONE END. SPACE BETWEEN CASING AND PIPELNE SHALL BE BACKFILLED WITH SM038
SAND. IF THE PIPE AND CASING ARE INSTALLED B7 BORING, THE SPACE AROUND THE
CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE
BETWEEN THE CASING AND THE PIPE SHALL BE SEALED NTH GROUT. THE STRENGTH - o
OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL
LOAD ONLY ANY ADDIIIGNAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS
SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE.
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF m
BORING/JACKING OPERATIONS 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 UNE AND GRADE 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 NTH 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 OPERATONS RESULT IN DANGEROUS OR
UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF
WORKERS OR THE STABILITY OF THE SOL AND ROADWAY ABOVE, THE CONTRACTOR
SHALL FURNISH AND INSTALL OREASTBOARDING AND/OR FACE CLOSURE NTH
SUFFICIENT JACKS TO INHIBIT THE SOUGHING AND/OR CLOSING THE WORK FACE.
THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER NTH A
DETAILED PLAN OF PRECEDING NTH THE WORK, FOR HIS REVIEW AND APPROVAL
ANY AND ALL EXPENSES THEREFORE ELL BE CONSIDERED AS INCLUDED IN THE BID
PRICE AND NO ADDITIONAL COMPENSATION ELL BE MADE THEREFORE
MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL
CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCION, TO THE PROVISIONS OF
SECTIONS 7D-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL
PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS
S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD
STANDARD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE
PLANS
THE PRECAST CYLINDER. TAPER. AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE
STRENGTH REQUIREMENT OF ASTM. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL
BE SET ON A BED OF PORTLAND CEMENT GROUT OR 'KENT SEAL" TO MAKE A
WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET
PLUMB.
18. ADJUST SURVEY MONUMENT ENCASEMENTS
SURVEY MONUMENT AND FRAME AND COVER NTH ENCASEMENTS SHALL BE ADJUSTED OR
INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PUNS, 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 PUBUC 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 MO UME14T FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS
SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER.
18. CONNECTION SEAL TO PVC LINED SEWER LINE OR MANHOLE
THE CORED HOLE SHALL BE APPROXIMATELY 3 INCHED GREATER THAN
THE OUTSIDE LINE THE CORED HOLE SHALL BE DESIGNED TO CYT A
HOLE NTH MINIMUM DAMAGE TO THE REINFORCING STEEL, PIPE OR
PLASTIC LINER.
PRIOR TO THE INSTALLATION OF THE PVC BOOT ON THE CONNECTION,
THE PLASTIC LINER AROUND THE PIPE AT THE CORED HOLE SHALL BE
CLEANED PER THE PLASTIC LINER MANUFACTURE'S RECOMMENDATION.
THE END OF THE CONNECTING UNE SHALL BE SEALED TO THE PVC
BOOT NTH SIKA 449/203 PRIMER AND SIKA FLEX 1A SEALANT OR AN
APPROVED EQUAL.
THE PVC BOOT SHALL BE ORDERED SO IT WILL FIT SNUGLY TO THE
OUTSIDE WALL OF THE CONNECTION, i
THE PVC BOOT AND WELD STRIPS SHALL BE INSTALLED AND ,
TESTED FOR HOLIDAYS PER THE PLASTIC LINER MANUFACTURE'S
RECOMMENDATION.
THE CONNECTION LINE SHALL BE CENTERED IN THE CORED HOLE
AND PLACED SO IT IS FLUSH NTH THE INSIDE WALL OF THE RCP.
THE PVC BOOT WELD STRIPS SHALL BE MANUFACTURED BY Know what's below.
AMERON INC. OR AN EQUAL APPROVED BY THE CITY
ENGINEER. Cali before you dig.
BIXSHIRE DRIVE
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BI I
SEE SHEET PEMBERLEY PASSAGE AVENUE
CURVE TABLE
19+00 20+00
(STA. 17+63.00 C.L. TO STA. 22+93.97 C.L.)
ABBREVIATIONS
CENTERUNE
CURVE
RADIUS
LENGTH
rANC£NT
DBrA
SCALE: i" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
FOC FACE OF CURB
C7
500.00'
78.18'
39.17'
08'5732"
v 17+00
18+00
LEGEND:
19+00 20+00
C.L
ABBREVIATIONS
CENTERUNE
C&G CURB & GUTTER
INV.
INVERT
FL FLOWLINE
SD
STORM DRAIN
FOC FACE OF CURB
M.H.
MANHOLE
EX. EXISTING
C.O.B.
CITY OF BAKERSFIELD
ELEV. ELEVATION
L.S.
LANDSCAPING AREA
P/L PROPERTY LINE
SCP
STREET CONSTRUCTION
PLAN T.O.M. TOP OF MANHOLE
STA.
STATION
T.O.C. TOP OF CLEANOUT
TEMP
TEMPORARY
RAD. RADIAN
M
u�
UNIT BOUNDARY
----------
352 ' --
PROPERTY UNE / RIGHT-OF-WAY
----------
f
. gg ��
TRACT BOUNDARY
r—�a�
- - -
CENTERUNE
ZOw
PROPOSED CURB
21+00 22+00
— w
PROPOSED WATER PER SEPARATE PLANS
p,M, 363.2
TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
T
WITH 3.5' OPENINGS PER C.O.B. SM. D-14
—.—S—
CONSTRUCT SEWER PER CITY STANDARDS
®
CONSTRUCT SEWER MANHOLE
L3
TYPE "A" PER C.O.B. STD. SW -4 AND SW -5.
®
CONSTRUCT SEWER CLEANOUT
N 1012'22' W
PER C.O.B. STD. SW -6.
------D
CONSTRUCT STORM DRAIN PER CITY STANDARDS
®
CONSTRUCT STORM DRAIN MANHOLE
N 06'021" E
TYPE "A" PER C.O.B. STD. SW -4 & SW -5.
or
CONSTRUCT CATCH BASIN
54.00'
TYPE "A" PER C.O.B. STD. D-14.
LINE TABLE -�
23+00 24+00
NOTES : 1)
ALL CATCH BASINS ARE TO BE TYPE "A"
L1
WITH 3.5' OPENINGS PER C.O.B. SM. D-14
24.85'
UNLESS OTHERWISE NOTED.
2)
ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
L3
UNLESS OTHERWISE NOTED.
3)
ALL SEWER LATERALS SHALL BE 4" IN SIZE,
N 1012'22' W
UNLESS OTHERWISE NOTED.
L5
SECTION DESIGNATION:
SECTION LETTER
33.11'
L6
N 06'021" E
SHEET WHERE SECTION IS SHOWN 2
L7
PIPE SIZE
54.00'
8"S—UTILITY:
N 89'24'27" W
W -WATER S -SEWER
354
G -GAS D -DRAIN
LINE TABLE -�
UNE
BEARING
DISTANCE
L1
N 00'3533" E
24.85'
1-2
N 03'30'25" W
24.89'
L3
N 09'0658" W
34.53'
14
N 1012'22' W
32.95
L5
N 09'06'58" W
33.11'
L6
N 06'021" E
42.40'
L7
N 8924'27" W
54.00'
LB
N 89'24'27" W
45.75'
6a --
---1 INSTALL 2x.65 LF OF
18" RGJ-RF 0 0.115
_--- -
360
358 F---
- M
--
358
356N
-
a
I
L 356
Ila a
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o Wdz
don
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N
a
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354
M
u�
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352 ' --
w I
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m
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352
r—�a�
U
U
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350
\
-
- - ^
350
\
—
r.
348 —
348
APPR01hMAIE FN
GRADE OVER PE ;
346 ----
346
ill
I
344
---
344
INN 16"D
a
i
342 -
- r
.. -
342
w
1
I
340 r---
Im
�
---�
340
338
--
- - -'
338
/A1
SECTION
3 / SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
CONSTRUCTION NOTES:
O REMOVE CAP & CONNECT TO EXISTING STORM
DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION
AND INVERT OF EXISTING STORM DRAINISEWER
PRIOR TO CONSTRUCTION AND NOTIFY NGINEER
OF ANY DISCREPANCIES.
O CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT
LOCATIONS OF CROSSING PIPES WITH CLEARANCE
LESS THAN 12".
O3 CONTRACTOR SHALL HAVE THE SEWER/STORM
DRAIN UNE STUB LOCATION AND INVERT SURVEYED
PRIOR TO PLUGGING AND BACKFILLING TRENCH.
® REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT
UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY
AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY
LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFILL.
360-- -
BJSTAU! 24.89 LF I
I 1 OF 18'1 RGJ-RCP
358 -- -
i
356 - `• - n
354
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Z.
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348 ':r—�- --
A PU6MATE RMSIIED
GRADE OVER FE
346 --
344
INV. 18" a
342 -
_.
m
340
c+I
338
SECTION
3 SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
SCALE: 1" = 40'
40' 20' 0' 40' 80'
360
358
356
354
352
350
348
346
344
342
340
338
1�
f.
Know what's below.
Call before you dig.
BIXSHIRE DRIVE RISSOROUGH COURT
SEE SHEET 7 SEE SHEET 9
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_. FUTURE 85 m _ 56924' E 8'S 105.00' o a—'�-4�' s s 20+00-s .- N89'24'2YW 600.00'—
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i I1 - I�' MS• 1I �I _---- i ... ' i1 iI 11 II
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3137 1Q 7O 26 25 ( 24 23 22 21
UNIT3 UNIT 1 UNIT 12
(NOT A PA T) II
It
-------- I o I �r BIOMSHIE STREET ^--- I
BISEE SE DRIVE RISBOROUGH COURT
SEE SHEET 7 SEE SHEET 9
(STA. 14+80.00 C.L. TO STA. 21+90.00 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCAIF: 1" = 4' VFRTICAI.
I
11 1
I
12
I
I
WATER
WELL SITE
i
13
I
1
I
14
I
I
i
15
JGG
14+00
19+00
15+00
LEGEND:
16+00
17+00
18+00
CONSTRUCTION
ABBREVIATIONS
L2
WITH 3.5' OPENINGS PER C.O.B. STD. D-14
C.L.
CENTERLINE
C&G CURB & GUTTER
w
PROPOSED WATER PER SEPARATE PLANS
INV.
INVERT
FL FLOMJNE
DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION
SO
STORM DRAIN
FOC FACE OF CURB
T.O.M, 383.2
TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
M.H.
MANHOLE
EX. EXISTING
UNLESS OTHERWISE NOTED.
C.O.B.
CITY OF BAKERSFIELD
ELEV. ELEVATION
s
CONSTRUCT SEWER PER CITY STANDARDS
L.S.
LANDSCAPING AREA
PA PROPERTY LINE
LOCATIONS OF CROSSING PIPES WITH CLEARANCE
SCP
STREET CONSTRUCTION PLAN
T.O.M. TOP OF MANHOLE
®
CONSTRUCT SEWER MANHOLE
STA
STATION
LO.C, TOP OF CLEANOUT
TYPE "A" PER C.O.B. STD. SW -4 AND SW -5.
TEMP
TEMPORARY
RAO. RADIAN
-----
DRAIN LINE SNB LOCATION AND INVERT SURVEYED
2
®
CONSTRUCT SEWER CLEANOUT
SHEET WHERE SECTION IS SHOWN
UNIT BOUNDARY
PER C.O.B. STD. SW -6.
®
PROPERTY LINE / RIGHT—OF—WAY
CONSTRUCT STORM DRAIN PER CITY STANDARDS
----------
UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY
-----0--
----------
TRACT BOUNDARY
®
CONSTRUCT STORM DRAIN MANHOLE
LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFILL.
W -WATER S -SEWER
TYPE "A" PER C.O.B. STD. SW -4 & SW -5.
—
— —
CENTERLINE
4
CONSTRUCT CATCH BASIN
PROPOSED CURB
TYPE "A" PER C.O.B. STD. D-14,
19+00
20+00
21+00 22+00
NOTES : 1)
ALL CATCH BASINS ARE TO BE TYPE "A"
CONSTRUCTION
NOTES:
L2
WITH 3.5' OPENINGS PER C.O.B. STD. D-14
245.00'
40'
80'
UNLESS OTHERWISE NOTED.
O
REMOVE CAP & CONNECT TO EXISTING STORM
2)
ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION
UNLESS OTHERWISE NOTED.
AND INVERT OF EXISTING STORM DRAIN SEWER
3)
ALL SEWER LATERALS SHALL BE 4" IN SIZE,
PRIOR TO CONSTRUCTION AND NOTIFY NCINEER
UNLESS OTHERWISE NOTED.
OF ANY DISCREPANCIES.
O
CONSTRUCT PIPE SADDLE PER. C.O.B. STD. D-9 AT
SECTION DESIGNATION:
LOCATIONS OF CROSSING PIPES WITH CLEARANCE
LESS THAN 12'.
SECTION LETTER
3
O
CONTRACTOR SHALL HAVE THE SEWER/STORM
-----
DRAIN LINE SNB LOCATION AND INVERT SURVEYED
2
PRIOR TO PLUGGING AND BACKFILLING TRENCH.
SHEET WHERE SECTION IS SHOWN
®
REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT
—PIPE SIZE
UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY
AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY
80S -UTILITY:
LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFILL.
W -WATER S -SEWER
G—GAS D—DRAIN
JLL
23+00
LINE TABLE
UNE
BEARING
DISTANCE
Li
N 89'24'27' W
400.00'
L2
N 89-2427' W
245.00'
i
Know whars below.
Call before you dig.
�QII
SCALE:
1"
= 40'
40'
20'
O'
40'
80'
i
Know whars below.
Call before you dig.
�QII
UNIT: 3
- CURVE TABLE
< 1
$
a „
LENGTH
'
I DELTA
(NOT A PART)
78. I
1
58.12'
30'
90,WW
GILFORD
STREET
SEE
UNIT 1
PA PROPERTY UNE
SCP
STREET CONSTRUCTION
PLAN T.O.M. TOP OF MANHOLE
STA.
' 12
I
I
Nnrc
TEMPORARY
I
1
UNIT BOUNDARY
----------
3
O
o
----------
,
♦ X13
M
lWi
1
♦ .n
PROPOSED CURB
®
REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT
—PIPE SIZE
UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY
fN
I 4X
1
LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFILL.
W -WATER S -SEWER
¢,\
m
I
14
BI E
SEE UNIT _
I I SEE SHEET ET 7
7
1 4!' I 18 18, UNIT 1
i I i i 1
11
C&G FL
6'S (LI) —_
-N8924'27"W 186.00°-rp----__
N892427 W 36 D 223.0
M
87- _4—
IN
/
STA. 11+86.00 C+L UPPER PARKSHIRE STREET
ti STA. 10+00.00 C.L. BIXSHIRE DRIVE
I' 1 30 1 29 1 28 I
i
i I I I
M I I 27
I p �
`ii
r I a S N S
-, "T , < +
I
P PA
AI ° /
\'�---y---�----�---�--� ENV
a
C&G F. FOC \l
L
I � ♦
/
k12+10"E 13+0014+00N8924°2YW 252.04'FOC S79.20
UPPER PARKSHIRE STREET
(STA. 10+00.00 C.L. TO STA. 14+38.04 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
WHITAKER STREET
SEE SHEET 8
/ C&G R PA PA FOC
i
50924'2J"E 38"D O �' 'R
♦\ `� —F9_ ._. __.�.�_�" °—N89i��
19an.._,4..°
_2.,,..TV —25ZO4' —'�1T30D' --���- 1"S
n 9 - 14+0 0-
+2427W186.00°_
OC ?
-
FOG
^• s
- _
--- r--- P� r
C5
PA? - p 18" 8 I
w
r I � I � wfifi I w N I I
oma i SX (
'd S f i+� 1 ai m n I
F N
16 in 5 i i p2 i 1 d
1 30° 30' pJj
17i 18 I I s, 1 1m 19 I 20
21 1
HN I
WHITIORNEDRIVE
1 ' SEE SHEET 7 d f �-
- CURVE TABLE
< 1
$
a „
LENGTH
ZZ
I DELTA
31.4'
78. I
1
58.12'
30'
90,WW
GILFORD
STREET
SEE
SHEET 8
BI E
SEE UNIT _
I I SEE SHEET ET 7
7
1 4!' I 18 18, UNIT 1
i I i i 1
11
C&G FL
6'S (LI) —_
-N8924'27"W 186.00°-rp----__
N892427 W 36 D 223.0
M
87- _4—
IN
/
STA. 11+86.00 C+L UPPER PARKSHIRE STREET
ti STA. 10+00.00 C.L. BIXSHIRE DRIVE
I' 1 30 1 29 1 28 I
i
i I I I
M I I 27
I p �
`ii
r I a S N S
-, "T , < +
I
P PA
AI ° /
\'�---y---�----�---�--� ENV
a
C&G F. FOC \l
L
I � ♦
/
k12+10"E 13+0014+00N8924°2YW 252.04'FOC S79.20
UPPER PARKSHIRE STREET
(STA. 10+00.00 C.L. TO STA. 14+38.04 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
WHITAKER STREET
SEE SHEET 8
/ C&G R PA PA FOC
i
50924'2J"E 38"D O �' 'R
♦\ `� —F9_ ._. __.�.�_�" °—N89i��
19an.._,4..°
_2.,,..TV —25ZO4' —'�1T30D' --���- 1"S
n 9 - 14+0 0-
+2427W186.00°_
OC ?
-
FOG
^• s
- _
--- r--- P� r
C5
PA? - p 18" 8 I
w
r I � I � wfifi I w N I I
oma i SX (
'd S f i+� 1 ai m n I
F N
16 in 5 i i p2 i 1 d
1 30° 30' pJj
17i 18 I I s, 1 1m 19 I 20
21 1
HN I
WHITIORNEDRIVE
1 ' SEE SHEET 7 d f �-
LOWER
- CURVE TABLE
-
CURVE
RADIUS
LENGTH
TANGENT
I DELTA
Ci
37.W
58.12'
37.00'
90,WW
LOWER
PARKSHIRE
STREETUNIT
PAR)
(NOT T
(STA.
10+00.00 C.L. TO STA. 14+38.04
C.L.)
STORM DRAIN
FOC FACE OF CURB
SCALE: 1" = 40' HORIZONTAL
MANHOLE
EX. EXISTING
SCALE: 1" = 4' VERTICAL
�I
JG9+00
10+00 11+00
C.L.
LEGEND:
ABBREVIATIONS
CENTERLINE
C&G CURB & GUTTER
INV.
INVERT
FL FLOWUNE
SO
STORM DRAIN
FOC FACE OF CURB
M.H.
MANHOLE
EX. EXISTING
C.O.B.
CITY OF BAKERSFIELD
ELEV. ELEVATION
LS.
LANDSCAPING AREA
PA PROPERTY UNE
SCP
STREET CONSTRUCTION
PLAN T.O.M. TOP OF MANHOLE
STA.
STATION
T.O.C. TOP OF CLEANOUT
TEMP.
TEMPORARY
RAD. RADIAN
SECTION LETTER
UNIT BOUNDARY
----------
3
O
PROPERTY LINE / RIGHT-OF-WAY
----------
TRACT BOUNDARY
2
- — - - —
CENTERLINE
SHEET WHERE SECTION IS SHOWN
PROPOSED CURB
12+00
13+00
14+00
-- w
PROPOSED WATER PER SEPARATE PLANS
LO •36,• 2
TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
—.—S—
CONSTRUCT SEWER PER CITY STANDARDS
®
CONSTRUCT SEWER MANHOLE
DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION
TYPE "A" PER C.O.B. STD. SW -4 AND SW -5.
0
CONSTRUCT SEWER CLEANOUT
3) ALL SEWER LATERALS SHALL BE 4" IN SIZE,
PER C.O.B. STD. SW -6.
-----0
CONSTRUCT STORM DRAIN PER CITY STANDARDS
®
CONSTRUCT STORM DRAIN MANHOLE
37.63'
TYPE "A" PER C.O.B. STD. SW -4 & SW -5.
or
CONSTRUCT CATCH BASIN
L7S
TYPE 'A" PER C.O.B. STD. D-14.
JGV JGV
15+00 9+00
NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A"
10+00
11+00
WITH 3.5' OPENINGS PER C.O.B. STD. D-14
UNE
BEARING
UNLESS OTHERWISE NOTED.
Oj
REMOVE CAP & CONNECT TO EXISTING STORM
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
L2
DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION
UNLESS OTHERWISE NOTED.
L3
AND INVERT OF EXISTING STORM DRAIN/SEWER
3) ALL SEWER LATERALS SHALL BE 4" IN SIZE,
L4
PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER
UNLESS OTHERWISE NOTED.
LS
OF ANY DISCREPANCIES.
37.63'
O
CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT
SECTION DESIGNATION:
L7S
LOCATIONS OF CROSSING PIPES WITH CLEARANCE
34.33'
L8
LESS THAN 12".
SECTION LETTER
�
3
O
CONTRACTOR SHALL HAVE THE SEWER/STORM
-----
DRAIN UNE STUB LOCATION AND INVERT SURVEYED
2
PRIOR TO PLUGGING AND BACKRLUNG TRENCH.
SHEET WHERE SECTION IS SHOWN
®
REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT
—PIPE SIZE
UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY
AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY
8"S—UTILITY:
LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFILL.
W -WATER S -SEWER
G -GAS D -DRAIN
12+00
LINE TABLE
UNE
BEARING
DISTANCE
L1
S 89'24'27 E
175.00'
L2
N 31'5P27" W
40.00'
L3
N 28'3247" E
40.20'
L4
N 34'59'07" W
62.28'
LS
N 55'00'53' E
37.63'
L6
S 17'52'39' W
33.25'
L7S
37'4728' E
34.33'
L8
N 44'24'27- W
31.46°
13+00
14+00
SCALE: 1" = 40'
40' 20' O' 40' 80'
JLV
15+00
W
n.
,
Q
6
7
Know what's below.
Call before you dig.
o II
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
322
16+50
UNIT 1 14
ME
1
1
4
UNIT
l
,
L1
N 89.24'27" W
4
r
N 892427" W
56.39'
L3
N 892427" W
51.39'
14
N 892427" W
55.00'
rig'- 356
no
it
m<ww1
NN
(NOT A [ART)
PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER
dJ
d
- •t
�, 352
j2
MmIAN
- a
350
/ MEDIAN
/
+
Vg.g
S
O
CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT
I
348
_ N89R4'27"W 585.66
N
_—
� _ -1 00 _ 15µW
-
346
LETTER
>n
I
+N+
— —F --�
_._ 344
10"S- s
��----
/EX.
8"W�—_
--- _ 342
PER C.O.B. STD. SW -6.
- % - --
I
~
—FUTURE
- -
COMMUNITY SEWER UFT STATION PLANS)
_
2
_ 340
3 '
-
SHEET WHERE SECTION IS SHOWN
17+00 -.
FUTURE 8"S
I
FUTURE 30"D
I
I
338
_
----
INV. M -D
L
SEWER LIFT STATION PLANS)
LOCA
UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY
�'_R
336
/—PIPE
ME
1
1
4
BEARING
l
,
L1
N 89.24'27" W
46.39'
r
N 892427" W
56.39'
L3
N 892427" W
51.39'
14
N 892427" W
55.00'
rig'- 356
no
it
m<ww1
NN
If
W W
PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER
3 1 354
d
- •t
N!
S
t
\(ALFORD STREET-
I ♦ \ SEE SHEET 8__
HIGHGATE GLEN AVENUE
(STA. 17+85.61 C.L. TO STA. 18+37.00 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = V VERTICAL
17+00
LINE TABLE
ONE
BEARING
DISTANCE
L1
N 89.24'27" W
46.39'
L2
N 892427" W
56.39'
L3
N 892427" W
51.39'
14
N 892427" W
55.00'
WHITAKER STREET
SEE SHEET 8
o�
ao
1 +
allm
N S
0
a 30' 35'
'1 18' 19' s -o
3I g �
Cs
UNIT 1
26
PN
�A
UNIT 2
19
17
ki
wo
.l' -.- -
_ 3o RGA-ritg s a:Hs �
1360
_
gJ
Q
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
I
I
358
g.,
wLi
$Ji$IPi
ui
0--,
iY
uo
nm F
Q
.i
rig'- 356
no
it
m<ww1
NN
If
W W
PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER
3 1 354
d
- •t
�, 352
j2
MmIAN
- a
350
/ MEDIAN
/
+
MEDIAN \ -
O
CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT
I
348
_ N89R4'27"W 585.66
N
_—
� _ -1 00 _ 15µW
-
346
LETTER
>n
LESS THAN 12".
— —F --�
_._ 344
10"S- s
��----
/EX.
WV. 10"S
--- _ 342
PER C.O.B. STD. SW -6.
- % - --
I
s
I
- -
COMMUNITY SEWER UFT STATION PLANS)
2
_ 340
3 '
-
SHEET WHERE SECTION IS SHOWN
`
I
I
I
338
_
----
INV. M -D
- --�-
I
SEWER LIFT STATION PLANS)
LOCA
UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY
�'_R
336
/—PIPE
IN
j 334
8"S—UTILITY:
332
.r
CONSTRUCT CATCH BASIN
N
3
��
-
TYPE "A" PER C.O.B. STD. D-14.
330
t
1
!
S
0 3 w INV.
>D SJrou
328
1
I
-as 'lQ�zzz
I
; ;
326
I 1
24
0
324
3
322
18+00
LEGEND:
19+00
C.L.
ABBREVIATIONS
CENTERLINE
C&G CURB & GUTTER
INV.
INVERT
FL FLOWUNE
SO
STORM DRAIN
FOC FACE OF CURB
M.H.
MANHOLE
EX. EXISTING
C.O.B.
CITY OF BAKERSFIELD
ELEV. ELEVATION
L.S.
LANDSCAPING AREA
P/L PROPERTY LINE
SCP
STREET CONSTRUCTION PLAN T.O.M. TOP OF MANHOLE
STA.
STATION
T.O.C. TOP OF CLEANOUT
TEMP.
TEMPORARY
RAD. RADIAN
•
-- - - -. --
UNIT BOUNDARY
----------
PROPERTY UNE / RIGHT-OF-WAY
----------
TRACT BOUNDARY
CENTERLINE
PROPOSED CURB
WHITAKER STREET
SEE SHEET 8
o�
ao
1 +
allm
N S
0
a 30' 35'
'1 18' 19' s -o
3I g �
Cs
UNIT 1
26
PN
�A
UNIT 2
19
17
ki
wo
k.
A I I
LFT STATION
(SEE HIGHGATE COMMUNITY
SEWER LIFT STATION PLANS) ik;
\� 14-----------1 UNIT 6
HIGHGATE HEATH AVENUE (NOT A PART)
(STA. 10+00.00 C.L. TO STA. 15+85.66 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
V 9+00
10+00 11+00 12+00 13+00 14+00
NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" CONSTRUCTION NOTES:
WITH 3.5' OPENINGS PER C.O.B. STD. D-14
UNLESS OTHERWISE NOTED REMOVE CAP & CONNECT TO EXISTING STORM
w
PROPOSED WATER PER SEPARATE PLANS
O
Q
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION
wLi
TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
UNLESS OTHERWISE NOTED.
m
AND INVERT OF EXISTING STORM DRAIN/SEWER
.
y�
3) ALL SEWER LATERALS SHALL BE 4" IN SIZE,
PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER
w
UNLESS OTHERWISE NOTED.
OF ANY DISCREPANCIES.
s
MmIAN
- a
12+W
/ MEDIAN
/
+
MEDIAN \ -
O
CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT
+
_
-
_ N89R4'27"W 585.66
N
_—
� _ -1 00 _ 15µW
-
TYPE "A" PER C.O.B. STD. SW -4 AND SW-5.SECTION
LETTER
>n
LESS THAN 12".
— —F --�
_.
587.34302E
10"S- s
��----
/EX.
WV. 10"S
PER C.O.B. STD. SW -6.
299.82' ._.
s
//
- -
COMMUNITY SEWER UFT STATION PLANS)
2
IX. 105
/
EX. 8"S (SEE HIGHGATE
SHEET WHERE SECTION IS SHOWN
`
(SEE HIGHGATE COMMUNITY
-.
REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT
r
R/W
SEWER LIFT STATION PLANS)
LOCA
UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY
�'_R
TYPE "A" PER C.O.B. STD. SW -4 & SW -5.
/—PIPE
NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY
8"S—UTILITY:
LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFlLL.
.r
CONSTRUCT CATCH BASIN
N
TYPE "A" PER C.O.B. STD. D-14.
G -GAS D -DRAIN
t
1
!
I
I
x
I 1
24
3
k.
A I I
LFT STATION
(SEE HIGHGATE COMMUNITY
SEWER LIFT STATION PLANS) ik;
\� 14-----------1 UNIT 6
HIGHGATE HEATH AVENUE (NOT A PART)
(STA. 10+00.00 C.L. TO STA. 15+85.66 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
V 9+00
10+00 11+00 12+00 13+00 14+00
NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" CONSTRUCTION NOTES:
WITH 3.5' OPENINGS PER C.O.B. STD. D-14
UNLESS OTHERWISE NOTED REMOVE CAP & CONNECT TO EXISTING STORM
w
PROPOSED WATER PER SEPARATE PLANS
O
Q
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION
36�3.22�
TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
UNLESS OTHERWISE NOTED.
m
AND INVERT OF EXISTING STORM DRAIN/SEWER
.
y�
3) ALL SEWER LATERALS SHALL BE 4" IN SIZE,
PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER
UNLESS OTHERWISE NOTED.
OF ANY DISCREPANCIES.
s
CONSTRUCT SEWER PER CITY STANDARDS
o�
O
CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT
®
CONSTRUCT SEWER MANHOLE
SECTION DESIGNATION:
N
LOCATIONS OF CROSSING PIPES WITH CLEARANCE
j C)
TYPE "A" PER C.O.B. STD. SW -4 AND SW-5.SECTION
LETTER
>n
LESS THAN 12".
O
CONSTRUCT SEWER CLEANOUT
��----
3
O
CONTRACTOR SHALL HAVE THE SEWER/STORM
PER C.O.B. STD. SW -6.
DRAIN LINE STUB LOCATION AND INVERT SURVEYED
2
PRIOR TO PLUGGING AND BACKRLUNG TRENCH.
�0
CONSTRUCT STORM DRAIN PER CITY STANDARDS
SHEET WHERE SECTION IS SHOWN
®
REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT
®
CONSTRUCT STORM DRAIN MANHOLE
SIZE
LOCA
UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY
TYPE "A" PER C.O.B. STD. SW -4 & SW -5.
/—PIPE
NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY
8"S—UTILITY:
LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFlLL.
.r
CONSTRUCT CATCH BASIN
W–WATER S -SEWER
TYPE "A" PER C.O.B. STD. D-14.
G -GAS D -DRAIN
14+
I
Ij
II
i�
I,
II
II
I,
II
II
1 Ici�
I I
I �
II
\.:L-4
NOTE: CONTRACTOR SHALL VERIFY POINT OF
CONNECTION TO EXISTING SEWER UNE AND
NOTIFY ENGINEER OF ANY DISCREPANCIES
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
322
320
318
50
SCALE: 1" = 40'
40' 20' 0' 40' BO'
•
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Call before you dig.
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NOTE: CONTRACTOR SHALL VERIFY POINT OF
CONNECTION TO EXISTING SEWER UNE AND
NOTIFY ENGINEER OF ANY DISCREPANCIES
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
322
320
318
50
SCALE: 1" = 40'
40' 20' 0' 40' BO'
•
O
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Call before you dig.
1-s
o
UNIT 5 UNIT 1 LOWER SEE
SEE
2 (NO PART) 5
30'
m$ II
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SCALE: 1" = 40' HORIZONTAL
SCALE: 1 = 4' VERTICAL
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SCALE: 1" = 40' HORIZONTAL
INSTALL INSTALL INSTALL 14.32 LF INSTALL 49.75 LF OF SCALE: 1 = 4' VERTICAL
PEMBERLEY
155.00' 17+00-
PASSAGE AVENUE
SDD 3YW
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N 00'3533" E
SEE
SHEET 3
IT'mT-
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8"W
I
17+00 17+25 9+50
10+00
11+00
Q
13+00
1
1
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N 21'01'53" E
1
NOTES : 1)
3
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NOTES:
N 0120'16"0120'16"W
10.00'
31
Iw
5'
V
NTH 3.5' OPENINGS PER C.O.B. SID. D-14
31.79'
mIl
18'
16'
z
UNLESS OTHERIMSE NOTED.7
30'
30'
o $
CENTERLINE
C&G CURB & GUTTER
-' w
PROPOSED WATER PER SEPARATE PLANS
2)
ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION
INV.
SD
INVERT
STORM DRAIN
1
m
m
$ 7
UNLESS OTHERWISE NOTED.
AND INVERT OF EXISTING STORM DRAINdSEWER
Ilo }
T,O.M.
3)
ALL SEWER LATERALS SHALL BE 4" IN SIZE,
II
_
M.H.
MANHOLE
EX. EXISTING
N
3
IN
�<
N
UNLESS OTHERWISE NOTED.
�
C.O.D.
1z
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155.00' 17+00-
ti
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36-D 18 .i
N 00'3533" E
ASSAGE AVENUE
L2
IT'mT-
14+00
_J
8"W
I
17+00 17+25 9+50
10+00
11+00
Q
13+00
1
�
TIN
L6
N 21'01'53" E
14.32'
NOTES : 1)
3
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NOTES:
N 0120'16"0120'16"W
10.00'
FL70L8
l9
Iw
W
F92
V
8'
UNE
ti
30'
Ig
N 00'3533" E
ASSAGE AVENUE
ns
U
0 11
S
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:-_�N __r ____ ___._ .. _--INSTALL-49:75-tF�+TF--i4d2-Lf OF -_.31..79 -LF OE .____.. 360 360 r---OF-48'-RGJ--RCP_-,36--RGJ-RCP_0 ---- .--- ,-- - -- - -� ----- ...__..-..--- -- -- .-r-_- .----- ----_. _- , 360 �C �,.
360 OF A8" RGJ-R P 36? RGJ-RCP 7 181 RGJ-RCP 18" RGJ-)iCP O 0,11R ' 0.08k INSTALL 27525 LF AF 36" R RCP O 0 INSTA 280.83 OF 3e J -RCA O 08R �- INSTALL 164.17 LF' F 36" R RCP O 0. 8R 11 - p
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- aoax D.3sR ®D.o9 -, 358 358 a + - -- --- - ----- - -- ---- a w �- - --' ---'-------- _ _ ---- - I - F -, - --4---- 358
IU
356 -_ - 'ii. 1 = Wm �O M Z W Z3'WmI x iiM_ -_ •'H NNiM K iV) `,
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356 .3m;":k o 356 356
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M 4M �
352 r MiN352352 352 S ,
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P MA1E FINISHED I1
ED
348 348 �__ GRADE TEREAPPROXIMATE FIN 348AP
38 m
-_-_ L' 1
346 346346 _
346
INV344 - w .1 - - �, T 344 344 fi �• - - - * - 4 r 344
1rw
_
3 -
342I - 342 342a:e�_ - I ,
INV. &D
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340 } 340 340 - t _ < 340
,
----�l�5� _--161V.
-ItV
-6338
338
-- ---�i
-` 8 338 INV. 3rD 361D INV. D IN336336 336 336
w I
334- 334 334 �I I J I II I I I I wm I
334
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I
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'
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3 2 326326 __-- 326326 ZNr�'aI nn
324 324
Se
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n s6 Wx_�(
L W
W
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322 W '-----1 --- - - ��- - 322 322 - - ---- - - = -, _- --- ' - -'--- - --- -- O
320---- ! -- 320 320 - - ---- 320
14+00
LINE TABLE
UNE
BEARING
DISTANCE
L7
N 00'3533" E
49.75'
L2
N 2017'26" W
14+00
15+00
16+00
17+00 17+25 9+50
10+00
11+00
12+00
13+00
N 01.00'32" W
LEGEND:
L6
N 21'01'53" E
14.32'
NOTES : 1)
ALL CATCH BASINS ARE TO BE TYPE "A"
CONSTRUCTION
NOTES:
N 0120'16"0120'16"W
10.00'
FL70L8
l9
N 00.35'33" E
124.28'
NTH 3.5' OPENINGS PER C.O.B. SID. D-14
31.79'
ABBREVIATIONS
UNLESS OTHERIMSE NOTED.7
O
REMOVE CAP & CONNECT TO EXISTING STORM
C.L.
CENTERLINE
C&G CURB & GUTTER
-' w
PROPOSED WATER PER SEPARATE PLANS
2)
ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION
INV.
SD
INVERT
STORM DRAIN
FL FLOWUNE
FOC FACE OF CURB
363' 2
TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
UNLESS OTHERWISE NOTED.
AND INVERT OF EXISTING STORM DRAINdSEWER
T,O.M.
3)
ALL SEWER LATERALS SHALL BE 4" IN SIZE,
PRIOR TO CONSTRUCTION AND NOTIFY NGINEER
M.H.
MANHOLE
EX. EXISTING
UNLESS OTHERWISE NOTED.
OF ANY DISCREPANCIES.
C.O.D.
CITY OF BAKERSFlELD
ELEV. ELEVATION
-.-s-
CONSTRUCT SEWER PER CITY STANDARDS
L.S.
LANDSCAPING AREA
PA PROPERTY LINE
O
CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT
SCP
STREET CONSTRUCTION
PLAN T.O.M. TOP OF MANHOLE
®
CONSTRUCT SEWER MANHOLE
SECTION DESIGNATION:
LOCATIONS OF CROSSING PIPES WITH CLEARANCE
STA
STATION
T.O.C. TOP OF CLEANOUT
TYPE "A" PER C.O.B. STD. SW -4 AND SW -5.
SECTION LETtER
LESS THAN 12".
TEMP
TEMPORARY
RAD. RADIAN
®
CONSTRUCT SEWER CLEANOUT3
�'----
O
CONTRACTOR SHALL HAVE THE SEWER/
-- - -=
UNIT BOUNDARY
PER C.O.B. STD. SW -6.
B LOCATION AND INVERTSTORM
DRAIN LINE SNSURVEYED
2
PRIOR TO PLUGGING AND BACKFlWNG TRENCH.
----------
PROPERTY LINE / RIGHT-OF-WAY
n
CONSTRUCT STORM DRAIN PER CITY STANDARDS
SHEET WHERE SECRON IS SHOWN
®
REMOVE &SALVAGE EXISTING TEMP. CLEANOUT A7
----------
TRACT BOUNDARY
®
CONSTRUCT STORM DRAIN MANHOLE/�-
PIPE SIZE
UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY
TYPE "A" PER C.O.B. STD. SW -4 & SW -5.
AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY
-
- - - --
CENTERUNE
8"S -UTILITY:
LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFILL.
CONSTRUCT CATCH BASIN
W -WATER S -SEWER
PROPOSED CURBT
TYPE "A" PER C.O.B. STD. D-14.
G -GAS D -DRAIN
14+00
LINE TABLE
UNE
BEARING
DISTANCE
L7
N 00'3533" E
49.75'
L2
N 2017'26" W
14.12'
L3
N 8310'45" E
13.53'
L4
N 8924'27" W
23.42'
L5
N 01.00'32" W
15555'
L6
N 21'01'53" E
14.32'
L7
N 892427' W
13.42'
N 0120'16"0120'16"W
10.00'
FL70L8
l9
N 00.35'33" E
124.28'
N 00'35'33" E
31.79'
15+00
16+00
SCALE: 1" = 40'
40' 20' O' 40' 80'
17+00
18+00
x
C/]
C�
CJ
e �
O
Know whafs below.
0811 before you dig. ( ti
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA.
Ci
300.00'
72.42'
36.39'
13.49'53
SCALE: 1" = 40'
40' 20' O' 40' 80'
17+00
18+00
x
C/]
C�
CJ
e �
O
Know whafs below.
0811 before you dig. ( ti
16
17
N '
I m to
i
I�
LOWER PARKSHIRE
SEE SHEET 5
N00'3533"E
NO0735'33"E 36
LEGEND:
ABBREVIATIONS
CENTERUNE
C&G CURB & CUTTER
— - w
PROPOSED WATER PER SEPARATE PLANS
HIGHGATE GLEN
STREET
Q
(p) dy
3D'
F88
O
FOC FACE OF CURB
7.O.M 363.
UNIT 3
M.H.
SEE SHEET 6
EX. EXISTING
28
L6
C.O.B.
CITY OF BAKERSFIELD
ELEV. ELEVATION
S
CONSTRUCT SEWER PER CITY STANDARDS
T (NOT A PART)
LANDSCAPING AREA
PA PROPERTY LINE
A +
i ---
SCP
STREET CONSTRUCTION PLAN
T.O.M. TOP OF MANHOLE
®
CONSTRUCT SEWER MANHOLE
STA.
STATION
T.O.C. TOP OF CLEANOUT
i
TYPE "A" PER C.O.B. STD. SW -4 AND SW -5.
TEMP.
TEMPORARY
RAD. RADIAN
0
/yV
._
_ ... ..
UNIT BOUNDARY
DO
PER C.O.B. STD. SW -6.
----------
348
PROPERTY LINE / RIGHT-OF-WAY
INV. In
CONSTRUCT STORM DRAIN PER CITY STANDARDS
----------
1 '
TRACT BOUNDARY
o
CONSTRUCT STORM DRAIN MANHOLE
-
346
TYPE "A" PER C.O.B. STD. SW -4 & SW -5.
f \
II
CENTERLINE
1 � utj
J
! I
I 30 30
I
or
5
~
PROPOSED CURB
TYPE "A" PER C.O.B. STD. D-14.
4 ai
1
I
ee
26
\\�
340
\
a
IN
b
Jag
\
o N
o
` "
338
— e
o�
\ 15
0
I
o
N
\
w I
X
336
e
e
\
i
M
LS
1�+
334
332
330
4R0
16
17
N '
I m to
i
I�
LOWER PARKSHIRE
SEE SHEET 5
N00'3533"E
NO0735'33"E 36
GILFORD STREET
(STA. 10+00.00 C.L. TO STA. 12+06.00 C.L.)
SCALE: 1' = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
21
13
22
LOWER
1 �
423
I
12
s
i
—
I UNIT 1
$1 ,
1
UPPER PARKSHIRE STREET
SEE SHEET 5
360 --INSTALLA3G.OQQ-1F_pF 36" RGJ-RCP 0 0.08% _..__-.IN TAIL 14O.M 14O.LF-OF--38r-RGd-RGA 408%-.-- -_.----; 360
I I m I
o ( z - _ 3
L - w �.
358 w - _ - 58
" M ro
• a '`� p 1
<, .j
356- y,— - o 0 0 - 356
,- x
+Gi _-_ _i. __._+
z
354 -- 354
352 =—_ _ s S -- .o - -�' — L --- - o o 352
350- = - _ - 350
J
!APPRO%IMA1�FINISHED
i
348
I T NE - � ? 348
III �-I_ G���
� ' I I
346 - - - } 346
i II W I Y
I I I
344 ( -- �- - - -- 344
I '
INV 6"S I j
342 342
J_ -.._ __._ _ _ I
I
340 r� � — II 340
3381 fi rt 338
M
�_ __ 1- _._.iINV. 365 TINVD
336 t--� — - l 336
1'
334I
I ) �
334
i I I I
332 - �I' ! - 332
I I
330 330
-m.
moo z �� a •>>i
328 Nv e s Nv.l6"s 328
I� o
326 2 '5-1
ml 326
O o
2
N M N M
�� sFye�{ - - - 324
Wwl-- VINW IN �n
324 � �
322 INSTALL 62.281�f - --- -INSTALL --- -- INSTALL ---- - -- 322
OF PVC SEWER 9 .47 LF OF 10.00 UF OF ,
j ppO 25% _ _ 8" -PVC SENfR O- 0'YS% -�--- 6" P SEWER 0A 00%
320-- - - - - -_J --I-- 320
9+00 10+00 11+00 12+00 12+75
C.L.
LEGEND:
ABBREVIATIONS
CENTERUNE
C&G CURB & CUTTER
— - w
PROPOSED WATER PER SEPARATE PLANS
INV.
�
Q
(p) dy
3D'
F88
O
GILFORD STREET
(STA. 10+00.00 C.L. TO STA. 12+06.00 C.L.)
SCALE: 1' = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
21
13
22
LOWER
1 �
423
I
12
s
i
—
I UNIT 1
$1 ,
1
UPPER PARKSHIRE STREET
SEE SHEET 5
360 --INSTALLA3G.OQQ-1F_pF 36" RGJ-RCP 0 0.08% _..__-.IN TAIL 14O.M 14O.LF-OF--38r-RGd-RGA 408%-.-- -_.----; 360
I I m I
o ( z - _ 3
L - w �.
358 w - _ - 58
" M ro
• a '`� p 1
<, .j
356- y,— - o 0 0 - 356
,- x
+Gi _-_ _i. __._+
z
354 -- 354
352 =—_ _ s S -- .o - -�' — L --- - o o 352
350- = - _ - 350
J
!APPRO%IMA1�FINISHED
i
348
I T NE - � ? 348
III �-I_ G���
� ' I I
346 - - - } 346
i II W I Y
I I I
344 ( -- �- - - -- 344
I '
INV 6"S I j
342 342
J_ -.._ __._ _ _ I
I
340 r� � — II 340
3381 fi rt 338
M
�_ __ 1- _._.iINV. 365 TINVD
336 t--� — - l 336
1'
334I
I ) �
334
i I I I
332 - �I' ! - 332
I I
330 330
-m.
moo z �� a •>>i
328 Nv e s Nv.l6"s 328
I� o
326 2 '5-1
ml 326
O o
2
N M N M
�� sFye�{ - - - 324
Wwl-- VINW IN �n
324 � �
322 INSTALL 62.281�f - --- -INSTALL --- -- INSTALL ---- - -- 322
OF PVC SEWER 9 .47 LF OF 10.00 UF OF ,
j ppO 25% _ _ 8" -PVC SENfR O- 0'YS% -�--- 6" P SEWER 0A 00%
320-- - - - - -_J --I-- 320
9+00 10+00 11+00 12+00 12+75
C.L.
LEGEND:
ABBREVIATIONS
CENTERUNE
C&G CURB & CUTTER
— - w
PROPOSED WATER PER SEPARATE PLANS
INV.
INVERT
FL FLOWLINE
I J
3D'
SOSTORM
DRAIN
FOC FACE OF CURB
7.O.M 363.
TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
M.H.
MANHOLE
EX. EXISTING
28
L6
C.O.B.
CITY OF BAKERSFIELD
ELEV. ELEVATION
S
CONSTRUCT SEWER PER CITY STANDARDS
L.S.
LANDSCAPING AREA
PA PROPERTY LINE
A +
i ---
SCP
STREET CONSTRUCTION PLAN
T.O.M. TOP OF MANHOLE
®
CONSTRUCT SEWER MANHOLE
STA.
STATION
T.O.C. TOP OF CLEANOUT
i
TYPE "A" PER C.O.B. STD. SW -4 AND SW -5.
TEMP.
TEMPORARY
RAD. RADIAN
0
CONSTRUCT SEWER CLEANOUT
._
_ ... ..
UNIT BOUNDARY
DO
PER C.O.B. STD. SW -6.
----------
348
PROPERTY LINE / RIGHT-OF-WAY
INV. In
CONSTRUCT STORM DRAIN PER CITY STANDARDS
----------
1 '
TRACT BOUNDARY
o
CONSTRUCT STORM DRAIN MANHOLE
-
346
TYPE "A" PER C.O.B. STD. SW -4 & SW -5.
f \
II
CENTERLINE
R
! I
344
ee
or
CONSTRUCT CATCH BASIN
~
PROPOSED CURB
TYPE "A" PER C.O.B. STD. D-14.
1
UNIT 6'
(NOI A PART)
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
322
320
9+00
UNIT] 1
/
STREET
1 11
0
uw
�81=11JL_
8'W
V NOO.35'33"E 1103.07 Sp117' 1 E6'S
m m
M i M
I
I � I
m I
Iz
t 1
24 I �$
2�
M I 14' s
1 25' 25' 1
4s. _I 4s
1 HIGHGA i HEATH AVENUE'
SEE SHEET 6
WHITAKER STREET
(STA. 10+00.00 C.L. TO STA. 12+06.00 C.L.)
SCALE: 1" = 40' HORIZONTAL
UPPER PARKSHIRE STREET
SEE SHEET 5
1
3 I INS 23.421E INSTALL1142 LF
1
NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A"
VOTH 3.5' OPENINGS PER C.O.B. STD. D-14
UNLESS OTHERWISE NOTED.
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
UNLESS OTHERWISE NOTED.
3) ALL SEWER LATERALS SHALL BE 4" IN SIZE,
UNLESS OTHERWISE NOTED.
SECTION DESIGNATION:
SECTION LETTER
L__—__
2
SHEET WHERE SECTION IS SHOWN
/—PIPE SIZE
8"S —UTILITY:
W—WATER S—SEWER
G—GAS D—DRAIN
10+00 11+00 12+00
CONSTRUCTION NOTES:
O1 REMOVE CAP & CONNECT TO EXISTING STORM
DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION
AND INVERT OF EXISTING STORM DRAIN/SEWER
PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER
OF ANY DISCREPANCIES.
CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT
LOCATIONS OF CROSSING PIPES WITH CLEARANCE
LESS THAN 12".
O CONTRACTOR SHALL HAVE THE SEWER/STORM
DRAIN UNE STUB LOCATION AND INVERT SURVEYED
PRIOR TO PLUGGING AND BACKFIWNG TRENCH.
® REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT
UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY
AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY
LOCA71ON AND INVERT OF SEWER STUB PRIOR TO BACKFILL.
LINE TABLE
1
BEARING
360
113'
18
48.35'
L2
I J
3D'
L3
358
a
J mI
N 0'3533" E
356
L5
S 35'30'52" E
28
L6
N 442427" W
47.48'
L7
354
110.00'
m
A +
i ---
Www
352
�Y�3Yl!6d
1_4
Q LL <
to N
MMMF'j Q�
i
W �
APPRO7AMATE FlNI%
350
3. 3'
/
/
DO
348
/
INV. In
27
`APPRO%IM 1E FINISH
1 '
pry. I
rD IF
—I
-
346
f \
II
_
R
! I
344
ee
B
\
�\
~
YP
342
T
I
ee
26
\\�
340
i
I'
IN
\
III
338
— e
( I
yi
I
o
N
\
w I
X
336
e
e
®I i II
i
334
332
330
4R0
NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A"
VOTH 3.5' OPENINGS PER C.O.B. STD. D-14
UNLESS OTHERWISE NOTED.
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
UNLESS OTHERWISE NOTED.
3) ALL SEWER LATERALS SHALL BE 4" IN SIZE,
UNLESS OTHERWISE NOTED.
SECTION DESIGNATION:
SECTION LETTER
L__—__
2
SHEET WHERE SECTION IS SHOWN
/—PIPE SIZE
8"S —UTILITY:
W—WATER S—SEWER
G—GAS D—DRAIN
10+00 11+00 12+00
CONSTRUCTION NOTES:
O1 REMOVE CAP & CONNECT TO EXISTING STORM
DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION
AND INVERT OF EXISTING STORM DRAIN/SEWER
PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER
OF ANY DISCREPANCIES.
CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT
LOCATIONS OF CROSSING PIPES WITH CLEARANCE
LESS THAN 12".
O CONTRACTOR SHALL HAVE THE SEWER/STORM
DRAIN UNE STUB LOCATION AND INVERT SURVEYED
PRIOR TO PLUGGING AND BACKFIWNG TRENCH.
® REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT
UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY
AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY
LOCA71ON AND INVERT OF SEWER STUB PRIOR TO BACKFILL.
LINE TABLE
UNE
BEARING
DISTANCE
1_1
S 45'35'33" W
48.35'
L2
N 3459'07" W
62.28'
L3
N 5500'53" E
37.63'
L4
N 0'3533" E
103.00'
L5
S 35'30'52" E
35.64'
L6
N 442427" W
47.48'
L7
N 00.3533" E
110.00'
OF 18 RGJ-RCP
OF 18" R{3J-RCP
1118 R NGP
o!0.ztz
O o.37%
I
oat%
M
IIF z
z3w
M3
II Uf.m O'ao
"
m u
•
m
h
Www
O R O
1_4
Q LL <
MMMF'j Q�
i
W �
APPRO7AMATE FlNI%
GRADE IOVER RPE
�
T
/
/
INV. In
`APPRO%IM 1E FINISH
1 '
pry. I
rD IF
—I
-
j
I�
II
_
! I
�I
I
INV. &DI
I
I
I INv. 1�'D
II xI
3
i
I'
III
II
INV. 8"
354
%C1 SECTION
8 SCALE: 1" = 40' HORIZONTAL
352 SCALE: 1" = 4' VERTICAL
350
348
346
344
342
340
338
336
334
332
330
328
326
324
322
320
12+75
_ INSTALL 23.42 LL INSTALL 1353 LF
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
OFT6txc0-RCP
1118 R NGP
40.11%
oat%
"
m u
•
m
1_4
Q LL <
MMMF'j Q�
i
W �
>> �d¢a
�
�
T
/
/
y
`APPRO%IM 1E FINISH
GRADE 0 PIPE _a
j
I�
II
INV. &DI
I
I
I INv. 1�'D
I'
III
( I
yi
I
o
I I
w I
X
®I i II
i
360
358 a
356 c 354 L`
352 12
350
348
346 I
344 M
342 a
o
Z 4
340 < a
w=
338
N
336 Y
334
332
330
328
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328 328
SECTION
8 SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
O
Know what's below.
Cali before you dig.
SCALE: 1" = 40'
40' 20' O' 40' 80'
CITY RECORDS NO:
o �e
19
STA 914ZO,3 10+00.1
18
C.L.
LEGEND:
ABBREVIATIONS
CENTERLINE
C&G CURB & GUTTER
INV.
INVERT
FL FLOWUNE
SOSTORM
DRAIN
FOC FACE OF CURB
M.H.
MANHOLE
EX. EXISTING
C.O.B.
CITY OF BAKERSFIELD
ELEV. ELEVATION
L.S.
LANDSCAPING AREA
PA PROPERTY LINE
SCP
STREET CONSTRUCTION
PLAN T.O.M. TOP OF MANHOLE
STA.
STATION
T.O.C. TOP OF CLEANOUT
TEMP.
TEMPORARY
RAD. RADIAN
30'
-.. -. .. ...
UNIT BOUNDARY
----------
S 29'48'57' W
PROPERTY LINE / RIGHT-OF-WAY
----------
TRACT BOUNDARY
02
o a
17
CENTERLINE
PROPOSED CURB
UNIT 2
Jul
360
358
356
354
352
350
348
346
344
342
340
338
336
9+50
PROPOSED WATER PER SEPARATE PLANS
BROMSHIRE
K
— ' S
CONSTRUCT SEWER PER CITY STANDARDS
®
CONSTRUCT SEWER MANHOLE
SEE
SHEET 4
®
CONSTRUCT SEWER CLEANOUT
1
PER C.O.B. STD. SW -6.
22 5'
CONSTRUCT STORM DRAIN PER CITY STANDARDS
6
.V
Q
TYPE "A" PER C.O.B. STD. SW -4 & SW -5.
N
m
NOT USED
I
1
20�1
I
N
30'
30'
S 15'4732" E
60.67
L9
S 29'48'57' W
55.94'
N
02
o a
17
H
W U W
W
UNIT 2
Jul
360
358
356
354
352
350
348
346
344
342
340
338
336
9+50
M
;T0. 13+90.71 CLAlAO LL
rStA. 14+41.43 SE 9
1
1
1e
74%32?7 „
10
10+00 11+00 12+00 13+00 14+00
—''—W—
PROPOSED WATER PER SEPARATE PLANS
BROMSHIRE
STREET
— ' S
CONSTRUCT SEWER PER CITY STANDARDS
®
CONSTRUCT SEWER MANHOLE
SEE
SHEET 4
®
CONSTRUCT SEWER CLEANOUT
1
PER C.O.B. STD. SW -6.
22 5'
CONSTRUCT STORM DRAIN PER CITY STANDARDS
6
CONSTRUCT STORM DRAIN MANHOLE
L5
TYPE "A" PER C.O.B. STD. SW -4 & SW -5.
w 1 18
IT i
NOT USED
I
1
20�1
I
N
30'
30'
S 15'4732" E
60.67
L9
S 29'48'57' W
55.94'
N
02
o a
a
H
W U W
W
!
o
1 '
N K
W
m
m
m
7
I
m
a
I zaa
� al
♦
P
'
W _
�
P� ft
v C&G FL \- PA
FOC
FOC - M
- N00_35'33"E
228.96_ ii+00 12+00
�. N00'35'33"E 161.75'
SO'35'33'Ws-13+00 6'S 517500
N00'3573'E 8"S
2A50.00' _ _
z
0
s
p-n
n
5
9
_FOC
�P/t
FOC
Tr
S
I S I o I
Civ
6
I '.
l a •�
o < N 1
1
N
y#
o
I I I gi+N I
1
1v
f
S
16
1 15 14 I I 13
I
12 i
7 11
i
WELL SITE
N
o
I I
(0
I !
RISBOROUGH COURT
o
W
Qi
(STA. 10+00.00 C.L. TO STA. 13+90.71 C.L)
�7
SCALE: T" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
M
;T0. 13+90.71 CLAlAO LL
rStA. 14+41.43 SE 9
1
1
1e
74%32?7 „
10
10+00 11+00 12+00 13+00 14+00
—''—W—
PROPOSED WATER PER SEPARATE PLANS
,O.M '13'2
TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
— ' S
CONSTRUCT SEWER PER CITY STANDARDS
®
CONSTRUCT SEWER MANHOLE
54.88'
TYPE "A" PER C.O.B. STD. SW -4 AND SW -5.
®
CONSTRUCT SEWER CLEANOUT
L3
PER C.O.B. STD. SW -6.
---------- —0
CONSTRUCT STORM DRAIN PER CITY STANDARDS
®
CONSTRUCT STORM DRAIN MANHOLE
L5
TYPE "A" PER C.O.B. STD. SW -4 & SW -5.
or
CONSTRUCT CATCH BASIN
NOT USED
TYPE "A" PER C.O.B. STD. D-14.
NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A"
WITH 3.5' OPENINGS PER C.O.B. STD. D-14
UNLESS OTHERWISE NOTED.
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
UNLESS OTHERWISE NOTED.
3) ALL SEWER LATERALS SHALL BE 4" IN SIZE,
UNLESS OTHERWISE NOTED.
SECTION DESIGNATION:
SECTION LETTER
SHEET WHERE SECTION IS SHOWN 2
PIPE SIZE
8"S—UTIUTY:
W -WATER S -SEWER
G -GAS D -DRAIN
362
360
358
356
354
352
350
348
346
344
342
340
338
336
14+50
CONSTRUCTION NOTES:
Oj REMOVE CAP & CONNECT TO EXISTING STORM
DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION
AND INVERT OF EXISTING STORM DRAIN/SEWER
PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER
OF ANY DISCREPANCIES.
O CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT
LOCATIONS OF CROSSING PIPES WITH CLEARANCE
LESS THAN 12'.
O CONTRACTOR SHALL HAVE THE SEWER/STORM
DRAIN LINE STUB LOCATION AND INVERT SURVEYED
PRIOR TO PLUGGING AND BACKFILLING TRENCH.
® REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT
UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY
AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY
LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFILL,
SCALE: 1" = 40'
40' 20' 0' 40' 80'
I
0
9Know what's below.
0811 before you dig.
UNE TABLE
UNE
BEARING
DISTANCE
Li
S 7570927 W
54.88'
L2
N 51'4736" E
73.06'
L3
N 16'56'52" E
59.53'
14
N 4796'33' W
46.87
L5
NOT USED
-
L6
NOT USED
-
L7
S 5451'04' E
67.49
LS
S 15'4732" E
60.67
L9
S 29'48'57' W
55.94'
SCALE: 1" = 40'
40' 20' 0' 40' 80'
I
0
9Know what's below.
0811 before you dig.
m
N
®
V=
Z=
V
a
Orn
N
02
o a
a
H
W U W
W
!
o
6�
0
N K
W
m
m
m
B
3
P
z
0
5
6
U
o
(0
W
W
Qi
�7
CS$
3
`d
Uj /moi
W
WV�
11R�
V
E
=s� UNIT 2 \\� 20
\ 19 \
\o 0
\ ob Iii
♦ S \X�8 \ \♦ \\
H UNIT 16
\ I*(NOT A PART)
1
2
�N � PA
S56'35"45E 38' 114.91'
s __.11+00 D----12+00-0
\T ® o / F.FUTURE 8'S _..
•
FUTURE B'S
FUTURE C&G FL
m 1 � �+ S"• I 1 I
2
UNIT 5it E
WHITLORNE DRIVE
*(NOT A PART)
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
I DELTA
T,8
300.00'
171.80'
88.33'
32'48'42"
7.00'
L4
N 892427' W
39.68'
L5
N 89'2427' W
115.94'
0
I
"
-
`
43
O
44
I I
STA
13+35.20 rC.L�'
2
UNIT 5it E
WHITLORNE DRIVE
*(NOT A PART)
3 14 15 I 6
1
I
I
1 � I
1 1 �
NNRE 8"W
i
FUTURE FTX;
-.. N56'3545"W 458.65
FUTURE FOC
I I 1 I I
I 1 I I i
42 I 41 I 40
LITTONHAM WAY
(STA. 10+00.00 C.L. TO STA. 16+82.03 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
PENLEY COURT
SEE SHEET 11
i m
FUTURE 8"S � PA
35
34
23
UI IUNHAM WAT = 24
PENLEY COURT
39 38 37 I1 36 \`�" 33
I 1 '
* ONLY THE STORM DRAIN IS TO BE CONSTRUCTED
FOR THIS UNIT. PROPOSED SEWER WILL BE
PART OF A SEPARATE PLANS FOR UNITS 3-7.
INSTALL
36" E -RCP ®0.08% IN-_.._.-_ _,___._- + _-_ - -___ _.__._� �_-T _ - -_ INSTALL 39.68 LF _ 1000 Li OF 362
--- SITALL 400. I- LF _ 36 RGJ-RCP 6 0.08% '.. - _ ! _ _-- 36" RGJ-RCP O 0.085 00.11%
16� RGl-RW
�IflSTALC 1 4 TFC 36' ROJ-'
®011%
360�-----�-- I--- - T i 1 � -_ { I i I i m 360
358 ,...- _ o J z v1 Sk f ,,I zg j - - -E -_-__ --__ tw
- i - --- a356
.i�____. .._ 2�_ 1---- _—r_—_—�- -__- 356 x SR R 356
M-
� ¢- --- _ i -J �tr� R 354
I_'f __ �- { _354 ' -� �Wm--__, �� i ;� i II � � � .- � �� � � � .:.��r rn w w ""3i ? � �ir�+352352
-350 350
&
i
-T ___. L-____-' -1--___ -•1 APP'ATE FINISHED
-- t
348 - -� 48
GRAOE�O CENTERUtfE
- - - -- 3
- i ' (. ..J--_— INV. NN W
I � I I I I
346 � -�- { --- � -� I t---� � � I � - - I— i I� 31 - 111 346
aG.iau -
INV. EBW I
344 - �i±_ -- _ i 344
342-- �-- - * r---- -_ - `w¢INNRE6s* 342
NTAt 8 SIM'- FU
340 -._- -- - -- - FUTURE _-- 340
T-- - -- -- ---- ---
338 -- - _ --I -I -i -- t _ - _.- -- L - --- ji- -i -i 338
336 I�rrv. 36'D INV. 3s D' 336
--- ---
OI IV3fi'D .. i__.. d _.. _. ` ___- _._.a�INV.13GD ___.--____ 1 _.-. _--- J ___
r
_ ,
334 1334
�I v
332 -- -- --- -- - -- - - �- - - - - - v 332
I
330 330
328 �_�-� -_�� _ �_ _ _�. -- --� 328
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50
LEGEND: NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE 'A" CONSTRUCTION NOTES:
ABBREVIATIONS WITH 3.5' OPENINGS PER C.O.B. STD. D-14
C.L CENTERLINE C&G CURB &GUTTER w PROPOSED WATER PER SEPARATE PLANS UNLESS OTHERWISE NOTED. Oi REMOVE CAP & CONNECT TO EXISTING STORM
INV. INVERT FL CURBFLOWNE 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION
SD STORM DRAIN FOC FACE OF CURB 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION UNLESS OTHERWISE NOTED, AND INVERT OF EXISTING STORM DRAIN/SEWER
M.H. MANHOLE EX. EXISTING rO.M- 3) ALL SEWER LATERALS SHALL BE 4" IN SIZE, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER
C.O.B. CITY OF BAKERSFIELD ELEV. ELEVATION -- 8 CONSTRUCT SEWER PER CITY STANDARDS UNLESS OTHERWISE NOTED. OF ANY DISCREPANCIES.
LS. LANDSCAPING AREA PA PROPERTY LINE O2 CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT
SCP STREET CONSTRUCTION PLAN T.O.M. TOP OF MANHOLE 0 CONSTRUCT SEWER MANHOLE SECTION DESIGNATION' LOCATIONS OF CROSSING PIPES WITH CLEARANCE
STA. STATION T.O.C. TOP OF CLEANOUT TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. SECTION LETTER LESS THAN 127.
TEMP. TEMPORARY RAD. RADIAN CONSTRUCT SEWER CLEANOUT _A 3 CONTRACTOR SHALL HAVE THE SEWER/STORM
UNIT BOUNDARY ® PER C.O.B. STD. RCL L----- - O DRAIN LINE STUB LOCATION AND INVE T SURVEYED
Z PRIOR TO PLUGGING AND BACKFILLING TRENCH.
-- ------ PROPERTY LINE /RIGHT-OF-WAY --�— CONSTRUCT STORM DRAIN PER CITY STANDARDS SHEET WHERE SECTION IS SHOWN
® REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT
---------- TRACT BOUNDARY 0 CONSTRUCT STORM DRAIN MANHOLE /—PIPE SIZE UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY
TYPE "A" PER C.O.B. STD. SW -4 & SW -5. AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY
- - -- CENTERLINE 8"S—UTILITY: LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFILL
CONSTRUCT CATCH BASIN W -WATER S -SEWER
PROPOSED CURB g TYPE "A" PER C.O.B. STD, 0-14. G -GAS D -DRAIN
JUY
362
360
358
356
354
352
350
348
346
344
342
340
338
LINE TABLE
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
I DELTA
0
300.00'
171.80'
88.33'
32'48'42"
3 14 15 I 6
1
I
I
1 � I
1 1 �
NNRE 8"W
i
FUTURE FTX;
-.. N56'3545"W 458.65
FUTURE FOC
I I 1 I I
I 1 I I i
42 I 41 I 40
LITTONHAM WAY
(STA. 10+00.00 C.L. TO STA. 16+82.03 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
PENLEY COURT
SEE SHEET 11
i m
FUTURE 8"S � PA
35
34
23
UI IUNHAM WAT = 24
PENLEY COURT
39 38 37 I1 36 \`�" 33
I 1 '
* ONLY THE STORM DRAIN IS TO BE CONSTRUCTED
FOR THIS UNIT. PROPOSED SEWER WILL BE
PART OF A SEPARATE PLANS FOR UNITS 3-7.
INSTALL
36" E -RCP ®0.08% IN-_.._.-_ _,___._- + _-_ - -___ _.__._� �_-T _ - -_ INSTALL 39.68 LF _ 1000 Li OF 362
--- SITALL 400. I- LF _ 36 RGJ-RCP 6 0.08% '.. - _ ! _ _-- 36" RGJ-RCP O 0.085 00.11%
16� RGl-RW
�IflSTALC 1 4 TFC 36' ROJ-'
®011%
360�-----�-- I--- - T i 1 � -_ { I i I i m 360
358 ,...- _ o J z v1 Sk f ,,I zg j - - -E -_-__ --__ tw
- i - --- a356
.i�____. .._ 2�_ 1---- _—r_—_—�- -__- 356 x SR R 356
M-
� ¢- --- _ i -J �tr� R 354
I_'f __ �- { _354 ' -� �Wm--__, �� i ;� i II � � � .- � �� � � � .:.��r rn w w ""3i ? � �ir�+352352
-350 350
&
i
-T ___. L-____-' -1--___ -•1 APP'ATE FINISHED
-- t
348 - -� 48
GRAOE�O CENTERUtfE
- - - -- 3
- i ' (. ..J--_— INV. NN W
I � I I I I
346 � -�- { --- � -� I t---� � � I � - - I— i I� 31 - 111 346
aG.iau -
INV. EBW I
344 - �i±_ -- _ i 344
342-- �-- - * r---- -_ - `w¢INNRE6s* 342
NTAt 8 SIM'- FU
340 -._- -- - -- - FUTURE _-- 340
T-- - -- -- ---- ---
338 -- - _ --I -I -i -- t _ - _.- -- L - --- ji- -i -i 338
336 I�rrv. 36'D INV. 3s D' 336
--- ---
OI IV3fi'D .. i__.. d _.. _. ` ___- _._.a�INV.13GD ___.--____ 1 _.-. _--- J ___
r
_ ,
334 1334
�I v
332 -- -- --- -- - -- - - �- - - - - - v 332
I
330 330
328 �_�-� -_�� _ �_ _ _�. -- --� 328
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50
LEGEND: NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE 'A" CONSTRUCTION NOTES:
ABBREVIATIONS WITH 3.5' OPENINGS PER C.O.B. STD. D-14
C.L CENTERLINE C&G CURB &GUTTER w PROPOSED WATER PER SEPARATE PLANS UNLESS OTHERWISE NOTED. Oi REMOVE CAP & CONNECT TO EXISTING STORM
INV. INVERT FL CURBFLOWNE 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION
SD STORM DRAIN FOC FACE OF CURB 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION UNLESS OTHERWISE NOTED, AND INVERT OF EXISTING STORM DRAIN/SEWER
M.H. MANHOLE EX. EXISTING rO.M- 3) ALL SEWER LATERALS SHALL BE 4" IN SIZE, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER
C.O.B. CITY OF BAKERSFIELD ELEV. ELEVATION -- 8 CONSTRUCT SEWER PER CITY STANDARDS UNLESS OTHERWISE NOTED. OF ANY DISCREPANCIES.
LS. LANDSCAPING AREA PA PROPERTY LINE O2 CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT
SCP STREET CONSTRUCTION PLAN T.O.M. TOP OF MANHOLE 0 CONSTRUCT SEWER MANHOLE SECTION DESIGNATION' LOCATIONS OF CROSSING PIPES WITH CLEARANCE
STA. STATION T.O.C. TOP OF CLEANOUT TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. SECTION LETTER LESS THAN 127.
TEMP. TEMPORARY RAD. RADIAN CONSTRUCT SEWER CLEANOUT _A 3 CONTRACTOR SHALL HAVE THE SEWER/STORM
UNIT BOUNDARY ® PER C.O.B. STD. RCL L----- - O DRAIN LINE STUB LOCATION AND INVE T SURVEYED
Z PRIOR TO PLUGGING AND BACKFILLING TRENCH.
-- ------ PROPERTY LINE /RIGHT-OF-WAY --�— CONSTRUCT STORM DRAIN PER CITY STANDARDS SHEET WHERE SECTION IS SHOWN
® REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT
---------- TRACT BOUNDARY 0 CONSTRUCT STORM DRAIN MANHOLE /—PIPE SIZE UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY
TYPE "A" PER C.O.B. STD. SW -4 & SW -5. AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY
- - -- CENTERLINE 8"S—UTILITY: LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFILL
CONSTRUCT CATCH BASIN W -WATER S -SEWER
PROPOSED CURB g TYPE "A" PER C.O.B. STD, 0-14. G -GAS D -DRAIN
JUY
362
360
358
356
354
352
350
348
346
344
342
340
338
LINE TABLE
UNE
BEARING
DISTANCE
L7
S 7801'04' E
10.00'
L2
S 00'3533' W
10.00'
L3
S 00135'33" W
7.00'
L4
N 892427' W
39.68'
L5
N 89'2427' W
115.94'
INSTALL
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362
360
358
356
354
352
350
NED
348
1
346
344
342
340
338
336 -I _- --__ 336
�F 1 SECTION
10 SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
SCALE: 1" = 40'
40' 20' O' 40' 80'
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FUTURE BWV�
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/ `INV. DL 36 D _ u (REFER TO THE APPROVED \ - - --__T
SEWER & STORM DRAIN PLANS /
/ �FOR TRACT 7300, UNIT 3) /$ f-----�---
30
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362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
9+
FOR TRACT 7300. UNIT 3)
NOTE: CONTRACTOR SHALL VERIFY POINT OF
CONNECTION TO EXISTING STORM DRAIN LINE
AND NOTIFY ENGINEER OF ANY DISCREPANCIES
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PENLEY COURT
(STA. 10+00.00 C.L. TO 16+52.43 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
I '
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12
I
10
I i
i I 1
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1 �
15+00 16+00
---_—+-_--_.�_ __�_ _-
FUTURE B'S - _ ® _.. • FUTURE6'S _ 0
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* ONLY THE STORM DRAIN IS TO BE CONSTRUCTED
FOR THIS UNIT. PROPOSED SEWER WILL BE
PART OF A SEPARATE PLANS FOR UNITS 3-7.
C.L.
LEGEND:
ABBREVIATIONS
CENTERLINE
C&G CURB & GUTTER
INV,
INVERT
FL FLOWLINE
SO
STORM DRAIN
7
)
8
) 9 )
C.O.B.
I
1
�
i
ELEV. ELEVATION
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11"�' 22
24 23 —, i
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PENLEY COURT
(STA. 10+00.00 C.L. TO 16+52.43 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
I '
1 i
12
I
10
I i
i I 1
' b,
1 �
15+00 16+00
---_—+-_--_.�_ __�_ _-
FUTURE B'S - _ ® _.. • FUTURE6'S _ 0
om
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4
1 1
/ 1
/ I
/ 1
1\� I
15
19 i 18 i 17 1 16
1
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* ONLY THE STORM DRAIN IS TO BE CONSTRUCTED
FOR THIS UNIT. PROPOSED SEWER WILL BE
PART OF A SEPARATE PLANS FOR UNITS 3-7.
C.L.
LEGEND:
ABBREVIATIONS
CENTERLINE
C&G CURB & GUTTER
INV,
INVERT
FL FLOWLINE
SO
STORM DRAIN
FOC FACE OF CURB
M.H.
MANHOLE
EX. EXISTING
C.O.B.
CITY OF BAKERSFIELD
ELEV. ELEVATION
L.S.
LANDSCAPING AREA
PAL PROPERTY LINE
SCP
STREET CONSTRUCTION PLAN T.O.M. TOP OF MANHOLE
STA.
STATION
T.O.C. TOP OF CLEANOUT
TEMP.
TEMPORARY
RAD. RADIAN
.._
UNIT BOUNDARY
----
PROPERTY LINE / RIGHT-OF-WAY
----
----------
W
TRACT BOUNDARY
- - -
CENTERLINE
Q
Z
Q J
PROPOSED CURB
a
W V m
w
PROPOSED WATER PER SEPARATE PLANS
TO.M '.+63'22
TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
S
CONSTRUCT SEWER PER CITY STANDARDS
0
CONSTRUCT SEWER MANHOLE
TYPE "A" PER C.O.B. STD. SW -4 AND SW -5.
0
CONSTRUCT SEWER CLEANOUT
PER C.O.B. STD. SW -6.
--D
CONSTRUCT STORM DRAIN PER CITY STANDARDS
0
CONSTRUCT STORM DRAIN MANHOLE
TYPE "A" PER C.O.B. STD. SW -4 & SW -5.
or
CONSTRUCT CATCH BASIN
V
TYPE "A" PER C.O.B. STD. D-14.
NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A'
NTH 3.5' OPENINGS PER C.O.B. STD. D-14
UNLESS OTHERWISE NOTED.
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
UNLESS OTHERWISE NOTED.
3) ALL SEWER LATERALS SHALL BE 4" IN SIZE,
UNLESS OTHERWISE NOTED.
SECTION DESIGNATION:
SECTION LETTER
SHEET WHERE SECTION IS SHOWN 2
/—PIPE SIZE
8'S—UTIUTY:
W -WATER S -SEWER
G -GAS O -DRAIN
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
•00
CONSTRUCTION NOTES:
a REMOVE CAP & CONNECT TO EXISTING STORM
DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION
AND INVERT OF EXISTING STORM DRAIN SEWER
PRIOR TO CONSTRUCTION AND NOTIFY 4NEER
OF ANY DISCREPANCIES.
O CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT
LOCATIONS OF CROSSING PIPES WITH CLEARANCE
LESS THAN 12".
�3 CONTRACTOR SHALL HAVE THE SEWER/STORM
DRAIN LINE STUB LOCATION AND INVERT SURVEYED
PRIOR TO PLUGGING AND BACKFILLING TRENCH.
® REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT
UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY
AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY
LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFILL.
UNE TABLE
UNE
BEARING
DISTANCE
L1
N 09'20`53' W
35.56'
SCALE: 1" = 40'
40' 20' 0' 40' 80'
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