HomeMy WebLinkAbout1.2-7335 Ph 1 - 3NOTES:
L 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 811.
CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS
OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAM UNES. VERTICAL
AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY
EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY
UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER
TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTIUTIES IS DEEMED NECESSARY
THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF
THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR
SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE
CONTRACTOR SHALL BE MOLLY RESPONSIBLE FOR ITS REPAIR.
CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT
THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE
REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE.
UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR
TO TRENCHING. CROSSING UTILITIES SHALL BE DAYUC4TED AND CHECKED FOR GRADE,
BY CONTRACTOR PRIOR TO TRENCHING.
ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES
ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED
AS DIRECTED BY THE CITY ENGINEER.
ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE
REPLACED IN ACCORDANCE NTH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -8,
EXCEPT AS NOTED ON PLANS.
STAMP AN 'S' INTO THE CURB FACE OVER EACH SEWER LATERAL
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC
WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-
OF-WAY. UNLESS SECURED BY AN IMPROVENT AGREEMENT, APPROVED INSURANCE AND
SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN
THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT
COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR.
THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER
2. STANDARD DETAILS
THE FOLLOWING CITY OF BAKERSFIELD STANDARDS
SHALL BE CONSIDERED PART OF THESE PLANS:
0-11, D-14, D-16, D-18
SW -1, SW -Z SW -3, SW -4, SW -5, SW -6, SW -9, SW -11,
ST -6, ST -22
3. VCP INSTALLATION
MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY
CONFORMING TO CURRENT ASTM SPECIFICATION C-700 AND SHALL BE INSTALLED IN
CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS
OF THE STATE OF CALIFORNIA, DEPARTMENT DF TRANSPORTATION, CURRENT EDITION
AND THE CURRENT ASTM SPECIFICATIONS C-12.
JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END
WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION
C-425.
THE PIPE AND FITTINGS FOR 6", 8", 10, AND 10 SANITARY SEVIER MAINS MAY
BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM
SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS
MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THBR "MAINLINE'
BANDSEAL COMPRESSION COLIPLING, OR APPROVED EQUAL, SHALL BE REQUIRED.
THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING
LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPUNGS CONFORMING WITH THE
CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT
REQUIRED)
4. ABS PIPE INSTALLATION
MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT
ASTM SPECIFICATIONS 0-2680 AND 0-2751. PIPE ANO 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 PIPEUNES; CUT -IN FITTINGS ARE NOT PERMITTED.
JOINTS : USE ONLY SOLVENT WELDED JOINTS THE ASSEMBLY OF JOINTS SMALL BE
IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE ABS PIPE
CONNECTS TO VCP, USE COUPUNGS APPROVED BY THE CITY OF BAKERSFIELD.
INSTALLATION : PIPE AND FITTINGS SMALL BE INSTALLED IN ACCORDANCE WITH
THE CURRENT ASTM SPECIFICATION D-2321. ONLY LASS 1, 11, AND III EMBEDMENT
MATERIALS WILL BE CONSIDERED SUITABLE,
5, PVC PIPE INSTALLATION
MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT
ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS
THROUGHOUT AND FREE FROM CRACK$ HOLES, FOREIGN INCLUSIONS OR OTHER
INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED
IN UNE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED.
JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL
BE IN ACCORDANCE WTH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE
CONNECTS TO VCP PPE, USE COUPUNGS APPROVED BY THE CITY OF BAKERSFIELD.
INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH
THE CURRENT ASTM SPECIFICATION D-2321. ONLY CUSS 1, It, AND 111 EMBEDMENT
MATERIALS WILL BE CONSIDERED SUITABLE
6. REINFORCED CONCRETE PIPE WITH PVC UNING. _
REINFORCED CONCRETE PIPE WITH PVC UNING SHALL MEET 114E FOLLOWING
REQUIREMENTS
LA. MATERIALS REINFORCED CONCRETE PIPE (RCP) SHALL BE EITHER CLASS IV
OR CLASS V WITH WALLS 'B" OR "C". RCP SHALL MEET ASTM C 76 FOR STRENGTH,
ASTM C 361 OR AWWA C302 EXCEPT TEST PRESSURE SHALL BE 5 PSI FOR RUBBER
GASKETS, AND UNER TESTS IN ACCORDANCE WITH THE FOLLOWING PARAGRAPHS PIPE
SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BEL.
AND SPIGOT DESIGN WITH A CONTAINED 0 -RING GASKET.
PVC UNER SHALL BE CAST INTO THE WALL OF THE RCP AND SHALL COVER 360'
OF THE PIPE. ALL WORK FOR AND IN CONNECTION VATH THE INSTALLATION OF THE
UNING IN CONCRETE PIPE AND FIELD SEALING AND WELDING OF JOINTS SHALL BE DONE
IN STRICT CONFORMITY WITH ALL APPUCABLE SPECIFICATIONS INSTRUCTIONS AND
RECOMMENDATIONS OF THE LINING MANUFACTURER. LINER SHALL MEET THE FOLLOWING
REQUIREMENTS.
I.B. PHYSICAL PROPERTIES OF UNER. ALL PLASTIC LINER PLATE SHEETS, WELDING
STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES
WIZEN TESTED AT 77F t5 (25'C t3 ).
PROPERTY INITIAL (PAR, ID)
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 35
(WITH RESPECT TO INITIAL TEST RESULT) 10 -SEC. 35-50 15
WEIGHT CHANGE ±1.5
TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM
D412 USING OE 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 UNER PLATE SHEET AND WELDING 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 UNEAR INCH (1800 KG/M), APPLIED
PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERIOD OF ONE MINUTE, WITHOUT
RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL FROM EMBEDMENT. THIS TEST
SHALL BE MADE AT A TEMPERATURE OF 70' - 80' F(21' - 27' C) INCLUSIVE
ALL PLASTIC UNER 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 NATURAL. THE
ENGINEER MAY AUTHORIZE THE REPAIR OF SUCH DEFECTS BY APPROVED METHODS.
THE UNING SHALL RAVE 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 UNING.
1.C. CHEMICAL RESISTANCE OF UNER." AFTER CONDITIONING TO CONSTANT
WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL
BE EXPOSED TO THE FOLLOWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 77' F i5
(25' C t3 ).
AT 28 -DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS
SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN
ACCORDANCE WITH SECTION 7-2.03(1.8) PARA. 2 ABOVE. IF ANY SPECIMEN FAILS TO
MEET THE 112 -DAY REQUIREMENTS BEFORE COMPLETION OF THE 112 -DAY EXPOSURE,
THE MATERIAL WILL BE SUBJECT TO REJECTION.
STAMP AN "S" INTO CURB FACE
OVER EACH SEWER LATERAL.
CL MULTIPLE UTILITY
TRENCH (E SEWER MAIN
4' R 5' TTP. CL STREET
¢. R
I 5' WATERLINE 4'
Y Y TYR Y Y
a FINISHED STREET a a
m 3 GRADE m 3
* 4.5' MIN. 80 36" TTP. 4.5' MIN.
TO T MAX. T� O TO 7' MAX.
7% MIN. I% MIN. '
4" SEWER LATERAL SURFACE MARKER
FOR LATERALS PE
ON DEEP SEWER, SLOPE LATERALS 4 SENA `SET LATERAL PROVIDING PROPER C.O.B. STD. S-1
TO LOT UNE SO THAT THE END OF CLEARANCE UNDER WATERUNE AND
LATERAL IS WITHIN REQUIRED UTILITY TRENCHES
TOLERANCE.
Z3' MM. TO 60' MAX. 6' OR 8' SEWER MAIN
DETAIL
SCALE: NONE
TYPICAL SEWER LATERAL INSTALLATION
* FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS,
THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH.
THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN
CROSSING OVER THE WATERMAIN.
A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A
CONTINUOUS 20' SECTION OF CUSS 200 (OR 14 PER AWWA 0900) 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.
-{-
�i
E
a
n
w 1
11 EXISTING DRILL
o I� SITE
(NOT A PART)
I11�-
11\I�A � U�►f 11 �
EXISTING RESIDENTIAL DEVELOPMENT
TRACT 6578
FUTURE PARK BITE
(NOT A PART)
PHASE 8
SrITE i
CITY OF BAKERSFIELD
KERN COUNTY CALIFORNIA
SEWER AND STORM DRAIN PLANS
FOR
VESTING TENTATIVE TRACT 7335
NO SCALE
jil
- j . �, EXISTING RESIDENTIAL DEVELOPMENT
is )
t "3:''._!ai�l TRACT 8578 L
7 2 3 4 5 8 [7j8] 9 10 a 11 12 ,(, 1 2 3 4 5 6 7
%1 BURNHAM STREET - _ - 4 -_ 8
- -
PHASE 2 - - z PHASE 1 9
,
_ 2
25 24 23 22 14 t0
1 21 20 19 i6 15 13
/ L I tB - 77� -�.±, ), 37 36 1 35 111_I_
( LL J
I� I
.. 26 27 28 29 30 31 32 33 34 35 36 37 '' 31 32 33 34 12 13 14 115
�� � �� . Lao 134 I ��
W11-
2 3 1 4 1 5 1 6 7 8 9 VI 11 12 1"T
__ 7
_ 29
UUINER DRIVE
_ _ _ i3 (;: 51 tg A5 44 38
v w " _ �_ _ _ 14 50 61 46 NI 43 §) 39 { 28
F r r �r _ n rrC�
n
I 1 27 1 1 I 1 1 1 I 1 1 1 1 \ 15�
28 1 126 125 124 123 I Z2 i 21 i 20 i t9 i 18 i 17 0 16 \` 49148 \\\ +7 i 421 41 \\\40
II
RE TRACT 7884 i�
I --! EXISTING AGRICULTURE LAND I, EXISTING AGRICULTURE NAND !
PROJECT MAP ® SHEET NO, INDEX
SCALE: 1"=200'
SEWER
IMPROVEMENTS
PHASE 1
PHASE
2
021
3
6"
SEWER UNE
389
LF
485
LF
255
LF
8"
SEWER LINE
1329
LF
1381
LF
1035
LF
4"
LATERALS
1477
LF
1883
LF
920
LF
STANDARD MANHOLE
5
EA
5
EA
5
EA
6"
CLEANOUT
3
EA
3
EA
2
EA
8"
TEMP. CLEANOUT
2
EA
ELEV.
-
EA
-
SEWER MANHOLE
C.O.B.
CITY OF BAKERFIELD
�i���111��311111111Ha1�
SDMH
STORM DRAIN MANHOLE
T.O.M.
TOP OF MANHOLE
CB
CATCH BASIN
TO.C.
A
i
NO SCALE
jil
- j . �, EXISTING RESIDENTIAL DEVELOPMENT
is )
t "3:''._!ai�l TRACT 8578 L
7 2 3 4 5 8 [7j8] 9 10 a 11 12 ,(, 1 2 3 4 5 6 7
%1 BURNHAM STREET - _ - 4 -_ 8
- -
PHASE 2 - - z PHASE 1 9
,
_ 2
25 24 23 22 14 t0
1 21 20 19 i6 15 13
/ L I tB - 77� -�.±, ), 37 36 1 35 111_I_
( LL J
I� I
.. 26 27 28 29 30 31 32 33 34 35 36 37 '' 31 32 33 34 12 13 14 115
�� � �� . Lao 134 I ��
W11-
2 3 1 4 1 5 1 6 7 8 9 VI 11 12 1"T
__ 7
_ 29
UUINER DRIVE
_ _ _ i3 (;: 51 tg A5 44 38
v w " _ �_ _ _ 14 50 61 46 NI 43 §) 39 { 28
F r r �r _ n rrC�
n
I 1 27 1 1 I 1 1 1 I 1 1 1 1 \ 15�
28 1 126 125 124 123 I Z2 i 21 i 20 i t9 i 18 i 17 0 16 \` 49148 \\\ +7 i 421 41 \\\40
II
RE TRACT 7884 i�
I --! EXISTING AGRICULTURE LAND I, EXISTING AGRICULTURE NAND !
PROJECT MAP ® SHEET NO, INDEX
SCALE: 1"=200'
SEWER
IMPROVEMENTS
PHASE 1
PHASE
2
PHASE
3
6"
SEWER UNE
389
LF
485
LF
255
LF
8"
SEWER LINE
1329
LF
1381
LF
1035
LF
4"
LATERALS
1477
LF
1883
LF
920
LF
STANDARD MANHOLE
5
EA
5
EA
5
EA
6"
CLEANOUT
3
EA
3
EA
2
EA
8"
TEMP. CLEANOUT
2
EA
ELEV.
-
EA
-
STORM DRAIN
IMPROVEMENTS
PHASE 1
PHASE 2 PHASE 3
18" DRAIN
LINE 2005
LF
109 LF -
24" DRAIN
LINE
977
LF
- -
CATCH BASINS
8
EA
3 EA -
STANDARD
MANHOLE
10
EA
2 EA -
OUTLET STRUCTURE
1
EA
- -
RIP RAP
2
10
CY
- -
LEGEND:
ANY PHASE OF CONSTRUCTION, THE CITY
ABBREVIATIONS
CONSTRUCTION INSPECTION SECTION SHALL
TOTAL
FL/F.L.
FLOWLINE
BE GIVEN AT LEAST 24 HOUR NOTICE. THE
R/W
RIGHT-OF-WAY
CL/C.L.
CENTERLINE
977
Ni
MANHOLE
ELEV.
ELEVATION
EA
SMH
SEWER MANHOLE
C.O.B.
CITY OF BAKERFIELD
SDMH
STORM DRAIN MANHOLE
T.O.M.
TOP OF MANHOLE
CB
CATCH BASIN
TO.C.
TOP OF CLEANOUT
GB
GRADE BREAK
EL./ELEV.
ELEVATION
S/W
SIDEWALK
PA
PROPERTY UNE
FH
FIRE HYDRANT
E.P.
EDGE OF PAVEMENT
D.W.S.
DESIGN WATER SURFACE
EX./EXIST.
EXISTING
XRW
EX. RIGHT-OF-WAY
C/G
CURB & CUTTER
CWS
CITY WATER SERVICE
INV.
INVERT
STD.
STANDARD
SECTION DESIGNATION:
SECTION LETTER
2
SHEET WHERE SECTION IS SHOWN
LEGEND (CONT.)
CONSTRUCT SEWER PER CITY STANDARDS
CONSTRUCT SEWER MANHOLE TYPE 'A'
PER C.O.B. STD. SW -4 AND SW -5.
CONSTRUCT SEWER CLEANOUT
PER C.O.B. STD. SW -6.
CONSTRUCT STORM DRAIN PER CITY STANDARDS
CONSTRUCT STORM DRAIN MANHOLE TYPE 'A"
PER C.O.B. STD. SW -4 & SW -5.
CONSTRUCT CATCH BASIN TYPE 'A"
PER C.O.B. STD. D-14.
EXISTING SEWER UNE
EXISTING STORM DRAIN UNE
I 76
a�)23`L22
24 21 17
�s 9
26 25 18
� 20 19
EXISTING BUENA VISTA, CANAL
PHASE 1-3
INDEX
OF SHEETS
NOTES:
TITLE.
TOTAL
COVER SHEET
2.
1129
LF
1.
ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT
3745
LF
BURNHAM STREET (CONT.)
ARE DAMAGED OR DO NOT MEET CURRENT
4280
LF
PIANO DRIVE (CONT.)
STANDARDS SET BY PUBLIC WORKS WILL
15
EA
SCARPA STREET & GERBER LANE
REQUIRE REPAIRING AND/OR UPGRADING AS
8
EA
PER CITY ENGINEER.
2
EA
2.
24 HOUR NOTICE: PRIOR TO THE START OF
ANY PHASE OF CONSTRUCTION, THE CITY
CONSTRUCTION INSPECTION SECTION SHALL
TOTAL
BE GIVEN AT LEAST 24 HOUR NOTICE. THE
2114
LF
SECTION MAY BE NOTIFIED AT (661) 326-3049
977
LF
11
EA
3.
TEMPORARY FLOWAGE AND DRAINAGE EASEMENT
12
EA
PER DOCUMENT No. 218153988
1
EA
10
CY
LEGEND (CONT.)
CONSTRUCT SEWER PER CITY STANDARDS
CONSTRUCT SEWER MANHOLE TYPE 'A'
PER C.O.B. STD. SW -4 AND SW -5.
CONSTRUCT SEWER CLEANOUT
PER C.O.B. STD. SW -6.
CONSTRUCT STORM DRAIN PER CITY STANDARDS
CONSTRUCT STORM DRAIN MANHOLE TYPE 'A"
PER C.O.B. STD. SW -4 & SW -5.
CONSTRUCT CATCH BASIN TYPE 'A"
PER C.O.B. STD. D-14.
EXISTING SEWER UNE
EXISTING STORM DRAIN UNE
I 76
a�)23`L22
24 21 17
�s 9
26 25 18
� 20 19
EXISTING BUENA VISTA, CANAL
PHASE 1-3
INDEX
OF SHEETS
SHEET
TITLE.
1.
COVER SHEET
2.
NOTES/SPECIFICATIONS &
SUMP DETAIL
3.
BURNHAM STREET
4.
BURNHAM STREET (CONT.)
5.
PIANO DRIVE
6.
PIANO DRIVE (CONT.)
7.
LAUTNER DRIVE
B.
SCARPA STREET & GERBER LANE
9.
MiZNER COURT & HERZON COURT
10. YEADON WAY & ZUMTHOR COURT
11. JAYDYN LANE & VENTURI COURT
LEGEND (CONT.)
EXISTING SEWER MANHOLE
EXISTING SEWER CLEANOUT
EXISTING DRAIN MANHOLE
CENTERLINE MONUMENT
CENTERLINE
PHASE LINE
TRACT BOUNDARY
TOP OF MANHOLE/TOP OF
CLEANOUT ELEVATION
/--PIPE SIZE
B"S-UTIUTY:
W -WATER S -SEWER
G -GAS D -DRAIN
NOTE: 1. PRIOR TO THE START OF ANY PHASE 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
HALL BE GIVEN FOR THE WORK IN THIS AREA
UNTIL A STREET PERMIT WITH APPROPRIATE
SECURITY AND INSURANCE HAS BEEN OBTAINED.
2. 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.
ENGINEER'S STATEMENT
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR
UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND
BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS,
AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS
OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON
THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF
THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA ENCOUNTERED
DURING CONSTRUCTION. SHALL BE CORRECTED AND SUCH CORRECTIONS
REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
APPROVED BY: BUINE NEPTUNE R.C.E. 55102 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 PUBLIC AND
ARE TO BE PUBLICLY MAINTAINED.
�.F a.XJL_> IItLI�I't
APPROVED BY: NICOLAS Fl LER, PUBUC WORKS DIRECTOR DATE
R.C.E. NO. .61069
REVIEWED BY:
STU>RT. PATTESON, ASSISTANT PUBLIC WORKS DIRECTOR
R.C.E. NO. 44898
BASIS OF BEARINGS:
THE BEARING OF N 0'54'43" E SHOWN FOR THE EAST
LINE OF THE SOUTHEAST 1/4 OF SECTION 24, T.30
S., R.26 E., AS SHOWN ON SURVEY INVESTIGATION
MAP NO. 7-1 BK. 6, PG. 34 WAS USED AS THE
BASIS OF BEARING SHOWN HEREON.
BENCHMARK USED:
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
CENTERUNE INTERSECTION OF BUENA VISTA AND
CAUCO STREET.
ELEVATION = 348.89' (U.S.G.S. DATUM)
PER TRACT NO. 6140 PHASE 5
Know what's below.
Call before you dig.
o
We O
\Z �U931I
U
�P
'X
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 PUBLIC AND
ARE TO BE PUBLICLY MAINTAINED.
�.F a.XJL_> IItLI�I't
APPROVED BY: NICOLAS Fl LER, PUBUC WORKS DIRECTOR DATE
R.C.E. NO. .61069
REVIEWED BY:
STU>RT. PATTESON, ASSISTANT PUBLIC WORKS DIRECTOR
R.C.E. NO. 44898
BASIS OF BEARINGS:
THE BEARING OF N 0'54'43" E SHOWN FOR THE EAST
LINE OF THE SOUTHEAST 1/4 OF SECTION 24, T.30
S., R.26 E., AS SHOWN ON SURVEY INVESTIGATION
MAP NO. 7-1 BK. 6, PG. 34 WAS USED AS THE
BASIS OF BEARING SHOWN HEREON.
BENCHMARK USED:
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
CENTERUNE INTERSECTION OF BUENA VISTA AND
CAUCO STREET.
ELEVATION = 348.89' (U.S.G.S. DATUM)
PER TRACT NO. 6140 PHASE 5
Know what's below.
Call before you dig.
NOTES (CONT.
CHEMICAL SOLUTION
SULFURIC ACID
CONCENTRATION
2OV#
SODIUM HYDROXIDE
5%
AMMONIUM HYDROXIDE
5%'+
NITRIC ACID
1%"
FERRIC CHLORIDE 1%
1%
SOAP
0.1%
DETERGENT
0.1%
(UNEAR ALKYL BENZYL SULFONATE OR LAS
BACTERIOLOGICAL
BOD NOT LESS THAN 700 PPM
'THIS IS TO BE USED AS A PRE -QUALIFICATION TEST AND WHEN MATERIAL
FORMULATIONS ARE CHANGED.
-VOLUMETRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS.
1.D. DETAILS AND DIMENSONS OF LINER SHEETS. LINER SHEETS SHALL BE A
MINIMUM OF 0065 INCH (1.65 MIA) IN THICKNESS LOCKING EXTENSIONS OF THE
SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED WITH THE
SHEET.
1.E INSTALLATION OF LINING. INSTALLATION OF THE LINING, INCLUDING PREHEATING
OF SHEETS IN COD WEATHER AND THE WELDING OF ALL JOINTS, SHALL BE DONE IN
ACCORDANCE PATH THE RECOMMENDATIONS OF THE LINER MANUFACTURER.
COVERAGE OF THE LINING SHALL NOT BE LESS THAN THE MINIMUM SHOWN ON
THE PLANS
THE LINING SHALL BE INSTALLED WITH THE LOCKING EXTENSIONS RUNNING PARALLEL
WITH THE LONOTUDINAL AXIS OF THE PIPE
THE LINING SHALL BE HELD SNUGLY IN PLACE AGAINST INNER FORMS.
LOCKING EXTENSION SHALL TERMINATE NOT MORE THAN 1-1/2 INCHES (38 MM)
FROM THE END OF THE INSIDE SURFACE OF THE PIPE SECTION. JOINT FLAPS WHEN
USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE
INSIDE SURFACE
CONCRETE POURED AGAINST LINING SHALL BE VIBRATED, SPADED OR COMPACTED IN
A CAREFUL MANNER SO AS TO PROTECT THE LINING AND PRODUCE A DENSE,
HOMOGENOUS CONCRETE, SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE
CONCRETE.
IN REMOVING FORMS, CARE SHOULD BE TAKEN TO PROTECT THE LINING FROM
DAMAGE. SHARP INSTRUMENTS SHALL NOT BE USED TO PRY FORMS FROM LINED
SURFACES. WHEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN IN THE UNING SHALL
BE PULLED, WITHOUT TEARING THE LINING AND THE RESULTING HOES CLEARLY MARKED.
ALL NAIL AND TIE HOLES AND ALL CUT, TORN AND SERIOUSLY ABRADED AREAS IN
THE UNING SHALL BE PATCHED. PATCHES MADE ENTIRELY WITH WELDING STRIP SHALL
BE FUSED TO THE LINER OVER THE ENTIRE PATCH AREA. LARGER PATCHES MAY
CONSIST OF SMOOTH LINER SHEET APPLIED OVER THE DAMAGED AREA PATH 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 APPUED
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 UNING JOINT
TO BE MADE WITH THE ADJOINING CONCRETE PIPE.
WHEREVER CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES PROTECTED OATH LINING,
JOIN STRUCTURES NOT SO LINED (SUCH AS BRICK STRUCTURES, CONCRETE PIPE OR
CAST -IN-PLACE STRUCTURES WITH CLAY UNING OR CLAY PIPE) THE LINING SHALL BE
EXTENDED OVER AND AROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE
FOR NOT LESS THAN 4 INCHES (100 MM). THIS PROTECTING CAP MAY BE MOLDED
OR FABRICATED FROM THE LINING MATERIAL BUT NEED NOT BE LOCKED INTO THE PIPE.
WHERE A PIPE LATERAL (NOT OF PLASTIC LINED CONCRETE) IS INSTALLED THROUGH
LINED CONCRETE PIPE, THE SEAL BETWEEN THE LINED PORTION AND THE LATERAL SHALL
BE PER THE MANUFACTURER'S RECOMMENDATIONS
LINED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS
CARE SHALL BE EXERCISED IN HANDLING, TRANSPORTING AND PLACING LINED PIPE
TO PREVENT DAMAGE TO THE LINING NO INTERIOR HOOKS OR SUNGS SHALL BE USED
IN LIFTING PIPE ALL HANDLING OPERATION SHALL BE DONE WITH AN EXTERIOR SUNG
OR WITH 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 WITH DAMAGED LINING WILL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN
REPAIRED TO THE SATISFACTION OF THE ENGINEER.
1.G. FIELD JOINTS IN UNING FOR CONCRETE PIPE THE JOINT BETWEEN
SECTIONS OF LINED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER:
IF REQUIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED PITH
CEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT,
EXTEND INTO THE PIPE BEYOND THE STRAIGHT LINE CONNECTING THE SURFACES OF THE
ADJACENT PIPE SECTIONS
PIPE JOINTS MUST BE DRY BEFORE LINING JOINTS ARE MADE
ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM LINING
SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THEM DEAN AND DRY.
FIELD JOINTS IN THE LINING AT PIPE JOINTS MAY BE EITHER OF THE FOLLOWING
DESCRIBED TYPES:
TWE P-1: THE JOINT SHALL BE MADE WATT A SEPARATE 4 -INCH (100 -MM)
,TONT STRIP AND TWO WELDING STRIPS THE 4 -INCH (100 -MM) JOINT STRIP SHALL BE
CENTERED OVER THE JOINT, HEAT -SEALED TO THE UNING, THEN WELDED ALONG EACH
EDGE TO ADJACENT LINER SHEETS WITH A 1 -INCH (25 -MM) WELD STRIP. THE 4 -INCH
(100 -MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13
MM).
TYPE P-2: THE JOINT SHALL BE MADE WITH A JOINT FLAP WITH LOCKING
EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND
THE PIPE END. THE JOINT FLAP SHALL OVERLAP THE LINING IN THE ADJACENT PIPE
SECTION A MINIMUM OF 1/2 INCH (13 MM) AND BE HEAT -SEALED IN PLACE PRIOR
TO WELDING. THE FIELD JOINT SHALL BE COMPLETED BY WELDING THE FLAP TO THE
LINING OF THE ADJACENT PIPE USING 1 -INCH (25 -MM) WELD STRIP.
CARE 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 ON BEVELED PIPE SHALL BE TRIMMED TO A WIDTH
(MEASURED FROM THE END OF THE SPIGOT) OF APPROXIMATELY 4 INCHES (100 MM)
FOR THE ENTIRE CIRCUMFERENTIAL LENGTH OF THE UNING.
ALL WELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE WITH THE
SPECIFICATIONS AND INSTRUCTIONS OF THE LINING MANUFACTURER.
WELDING SHALL FUSE BOTH SHEETS AND WELD STRIP TOGETHER TO PROVIDE A
CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND WPERMEABIUTY TO THE LINER
PLATE.
HOT-AIR WELDING TOOLS SHALL PROVIDE EFFLUENT AIR TO THE SHEETS TO BE
JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316 C).
WELDING TOOLS SHALL BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED
BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE
WELDING TOOL SHALL BE MOVED SLOWLY ENOUGH AS THE WELD PROGRESSES TO CAUSE
A SMALL BEAD OF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH EDGES AND IN FRONT
O THE WELD STRIP.
THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE LINER COVERAGE IS
360 DEGREES:
WHEN GROUNDWATER IS ENCOUNTERED THE LINING JOINT SHALL NOT BE MADE UNTIL
PUMPING OF GROUNDWATER HAS BEEN DISCONTNUED FOR AT LEAST THREE DAYS AND
NO VISIBLE LEAKAGE IS EVIDENT AT THE JOINT.
WHET? 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.
1.H. APPLICATION TO CAST -IN-PLACE CONCRETE STRUCTURES - SPECIAL
REQUIREMENTS. LINER SHEETS SHALL BE CLOSELY FITTED AND PROPERLY SECURED TO
THE INNER FORMS. SHEETS SHALL BE CUT TO FIT CURVED AND WARPED SURFACES
USING A MINIMUM NUMBER OF SEPARATE PIECES
UNLESS OTHERWISE SHOWN ON THE PLANS„ THE LINING 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-UNED CONCRETE. IF THE LINER CANNOT BE SEALED WITH ADHESIVE BECAUSE
O THE JOINT AT THE RETURN BEING TOO WIDE OR ROUGH OR BECAUSE OF SAFETY
REGULATIONS, THE JOINT SPACE SHALL BE DENSELY CAULKED WITH LEAD WOOL OR OTHER
APPROVED CAULKING MATERIAL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED
WITH A MINIMUM OF 1 INCH 925 MM) OF AN APPROVED CORROSION RESISTANT
MATERIAL
1.1. TESTING AND REPAIRING DAMAGED SURFACES. AFTER THE PIPE IS
INSTALLED IN THE TRENCH, ALL SURFACES COVERED 'VAIN LINING, INCLUDING WIELDS SHALL
BE TESTED NTH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR
(TINKER & RASOR MODEL NO. AP -W WITH POWER PACK OR APPROVED EQUAL) WITH
THE INSTRUMENT STT BETWEEN 18,000 AND 22,000 VOLTS.
ALL WILDS 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. INSPECTION SHALL BE MADE
WITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING
THE PROJECTING WELD STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM
EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK.
SHOP DRAWINGS CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION
SHOWING DIMENSIONAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW.
PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM
TRENCH DESIGNATION "C'. RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH
DESIGNATION V.
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 D 3034 WITH SDR O 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORM
TO ASTM D 3212 AND ASTM F 477.
2. TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM
F-679 (T -WALL). CERTIFICATES OF 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 O
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 INSTALLATION 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
WATHOUT MECHANICAL ADVANTAGE THE MANDREL SHALL HAVE VANES AT LEAST AS
LONG AS THE PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE
NTH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS THE MANDREL
DIAMETER WILL BE CALCULATED USING THE FOLLOWING FORMULA:
MANDREL DIAMETER = BASE PIPE I.D. -(Y/100 X BASE PIPE I.D.)
WHERE Y - ALLOWABLE DEFLECTION IN % (5X)
BASE LD. = ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PIPE
MANUFACTURER)
THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES WITH SEVEN (7)
MINIMUM.
THE MINIMUM LENGTH OF THE CIRCULAR PORTION OF THE MANDREL SHALL BE
EQUAL TO THE NOMINAL DIAMETER OF THE PIPE
ANY SECTION OF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE
EXCAVATED, RE -BACKFILLED, RECGMPACTED 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
ST -22, AS MODIFIED ON THE CONTRACT PLANS. COMPACTION ABOVE THE PIPE ZONE
SHALL BE AS SHOWN ON THE PLANS.
7. TRENCH EXCAVATION
8
THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN
OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED.
THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD ST -22 AND DETAILED
SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION.
THE HOBS FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH
PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF
THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE
CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE NTH THE DETAILED SECTIONS
PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE
TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UPUTY CONDUIT
INSTALLATIONS SHALL MEET CITY STANDARD ST -22.
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 DEWATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A
REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING
THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY O 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 TIMES.
SECTION 6422 O THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT
TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING,
SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE
OF WORKER PROTECTION FROM THE HAZARD OF CAWNG GROUND DURING THE
EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF
SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD FSTABUSHED BY THE
CONSTRUCTION SAFETY ORDERS THE PLANS SHALL BE PREPARED AND CERTIFIED BY A
REGISTERED OVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE
LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS
PROHIBITED ON THIS PROJECT.
9. TRENCH BACKFILL
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 OTHERWISE PERMITTED BY THE ENGINEER.
ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD
SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE
PIPE OPTIONS STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN
ACCORDANCE WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO
LESS THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30') FROM FINISHED GRADE.
BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED
TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SDE O 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 DGHTEEN (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 WILL BE ALLOWED.
IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS
BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE
DISPOSAL OF THE CONTRACTOR.
THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF
IN-SITU MATERIALS.
ACHIEVING FIRM BEDDING BELOW PIPE SPRINGUNE, CONTRACTOR SHALL PROVIDE "FIRM
BEDDING' SUPPORT FOR THE PIPE BELOW THE SPRINGINE. 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 BACKFIWNG, CONSOLIDATION OF MATERIAL AROUND AND UNDER SELLS
AND COUPLINGS SHALL BE AVOIDED.
10
CONTRACTOR SHALL SHOVEL-SUCE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS
THIS WALL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS
SHOVEL -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT
UP TO THE QUARTER PONT OF THE PIPE
INITIAL BACKFILL "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED
IN THE PIPE ZONE FOR INITIAL BACKFILL AFTER THE PIPE HAS BEEN PROPERLY LAID
AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE
PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH
SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS THE MATERIAL SHALL
BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND
MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRION 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 O INITIAL BACKFILL, THE TRENCH MAY BE
BACKFILLED NTH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVADON, OR AT THE
OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE
MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING,
USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER.
MIEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL
MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE
DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING
BEFORE SUCCEEDING LAYERS ARE PLACED.
COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF
FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR
ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON
STREETS, THE BACKFILL WTHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED
PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (901) RELATIVE
COMPACTION.
SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM
STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE
MATTER, OR OTHER UNSATISFACTORY MATERIALS.
IN NO CASE SHALL JETTING BE ALLOYED FOR BACKFILL COMPACTION WITHIN THE STREET.
WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS.
BACKFILL TESTING AND COMPACTION TESTING O BACKFILL MATERIALS AND COMPACTION
SHALL BE IN ACCORDANCE NTH 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 PLAINS, EXCEPT THAT COMPACTION WITI9N THE
ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%)
RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY
CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE
OF THE FOLLOWING D2922 OR D1556.
IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING. FAILS TO MEET THE
SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED.
COMPACTION TESTS WALL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND
LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS THE
PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION. BEDDING
AND BACKFILL
HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE
CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND
APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING
AND PLACING OF MATERIALS. SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED
RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING
WITH A JOINT DAMAGED OR FLATTENED WELL CAUSE THAT PIPE OR FITTING TO BE
REJECTED.
PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES
THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT
ACCORDANCE NTH MANUFACTURER'S RECOMMENDATIONS PIPE LAYING SHALL BEGIN
FROM THE DOWNSTREAM END O THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER.
PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO UNE AND GRADE, AND IN
SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE
AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE
INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY
DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE
WEATHER IS UNSUITABLE AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF
PIPE AND FITTINGS SHALL BE CLOSED.
WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO
FACIUTATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFRCIENT SIZE FOR THAT
PURPOSE. IN ORDER THAT BELL HOES MAY BE PROPERLY LOCATED, NOT MORE THAN
SIX (6) HOES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF
THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS.
CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND
SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE
WORK. ALL PIPE SHALL BE WT TO FT ACCURATELY, WITH SMOOTH EDGES AND FACES
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO
ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED
OR INCORRECTLY CUT.
PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED
AND READY FOR SERVICE TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE
UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4), OR THE WATER
EXFILTRATION TEST OR AIR PRESSURE TEST PER SECTION 306-1.4, "TESTING PIPELINES"
OF THE 1994 EDITIONS, 'STANDARD SPECIFICATIONS' FOR PUBLIC WORKS CONSTRUCTION,
AND CHAPTER 1.3 OF THE CITY O BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE
PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENOREEN 24
HOURS PRIOR TO ANY TESTING
CLEANING PIPE UNE& CARE SHALL BE EXERCISED IN LAYING O PIPE LINES 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 MANDRELLED TO
REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT,
SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING
FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER UNE
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 SE MAINTAINED AND INVERT GRADES SET AS CALLED ON
THE PLANS SEWER WYES SHALL BE INSTALLED ON 114E TRUNK IN ACCORDANCE WITH
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 O ROTATING 360', IN ORDER TO VIEW AND RECORD THE TOPAND SIDES OF
THE PIPE, AS REQUIRED. THE MDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S
CONSTRUCTION INSPECTOR, WHO WILL 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 RECORDED VIDEO
CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH
INCLUDES THE STATIONING BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL
CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL
BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE
VIDEO CASSETTE SHALL BECOME THE PROPERTY OF THE CITY.
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 CENTERUNE O THE MAIN.
ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A
MINIMUM O 4' BEYOND THE PROPERTY UNE OR RIGHT-OF-WAY LINE WITH 30' OF COVER
AT FLOW LINE
SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE OR
RIGHT -OP -WAY LINE AS SHOWN IN THE "SEWER LATERAL MARKER' DETAIL, C.O.B. STD.
DET. SW -1.
LATERALS SHALL BE A MINIMUM OF 5.0' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY
LINE OR RIGHT-OF-WAY LINE AND A MINIMUM O 2.5' DEEP AT FLOWUNE.
13, ALL SEWER STUBS SHALL BE CLOSED NTH A STANDARD PLASTIC PLUG. SOLVENT WELDED
14. ALL MANHOLES SHALL SE CONSTRUCTED IN ACCORDANCE WITH THE CITY O BAKERSFIELD
STANDARD DRAWINGS S-7, S-8, AND S-21 AND SECTIONS 70-1.02H AND 71-1.07 OF
THE STANDARD SPECIFICATIONS OF THE STATE OF CAUFORNIA, DEPARTMENT OF
TRANSPORTATION, CURRENT EDITION. ALL CIEANQUTS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING S-20.
MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48' IN DIAMETER AND TIDE 'B' FOR
PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE THE BOTTOM MANHOLE
BARREL A THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON
KENT -SEAL. IN A GROOVED FOUNDATION.
15. STORM DRAIN PIPE
STORM DRAIN PIPE CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III PATH RUBBER
GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE
CONTRACT PLANS.
IN
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', O THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED.
REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO
SECTION 65-1.06B, 'RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS.
HANDLING O 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, HAUUNG, UNLOADING, HANDLING
AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED
RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING
WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE
REJECTED.
PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES
THE CONDITION O THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS
DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED PATH EACH PIECE LAID TRUE
TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT
WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE
WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED O ALL DIRT AND
DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE
TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS,
OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED.
WITH BELIED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO
FACILITATE THE JOINT OPERATIONS AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT
PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN
SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING. ON ACCOUNT OF
THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS.
THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM
BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE
CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND
SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE
WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, PATH SMOOTH EDGES AND FACES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO
ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED
OR INCORRECTLY CUT.
CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE
INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE
TOWARD ONE END. SPACE 13ETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH
SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE
CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE
BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH
OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL
LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS
SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE.
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF
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 PRECISON THAT WILL
ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON
THE PLANS.
UPON COMPLETION OF THE INSTALLATION O THE CASING AND INSTALLATION OF THE
PIPELINE TO GRADE, THE VOD BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION
SHALL BE COMPLETELY FILED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING
SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS
APPROVAL
IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL
TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR
UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF
WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR
SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH
SUFFICIENT JACKS TO INHIBIT THE SOUGHING AND/OR CLOSING THE WORK FACE.
THE CONTRACTOR, 13EFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A
DETAILED PLAN O PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL.
ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID
PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE
1 ,
1
17 CONNECTION SEAL TO PVC UNED 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 WITH MINIMUM DAMAGE TO THE REINFORCING STEEL, PIPE OR
PLASTIC LINER.
PRIOR TO THE INSTALLATON OF THE PVC BOOT ON THE CONNECTION,
THE PLASTIC LINER AROUND THE PIPE AT THE CORED HOLE SHALL DE
CLEANED PER THE PLASTIC LINER MANUFACTURE'S RECOMMENDATION.
THE END OF THE CONNECTING LINE SHALL BE SEALED TO THE PVC
BOOT WITH 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.
111E 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 WITH THE INSIDE WALL OF THE RCP.
THE PVC BOOT WELD STRIPS SHALL BE MANUFACTURED BY
AMERON INC. OR AN EQUAL APPROVED BY THE CITY
ENGINEER. I
18 MINOR STRUCTURES
MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL
CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF
SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL
PROVISIONS MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS
S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD
STANDARD S-12. 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.
19 ADJUST SURVEY MONUMENT ENCASEMENTS
SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR
INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN
ACCORDANCE WITH THESE SPECIAL PROVISIONS AND CITY STANDARD S-29.
THE SURFACE O 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 MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS
SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER.
PLANS
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21
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YEADON WAY EX" TRACT No. 6578 - UNIT 7 i
SEE SHEET 10
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(STA. 10+00.00 C.L. TO 16+00.00 C.L.)
SCALE: 1" = 40' HORIZONTAL
354
INSTALL L64 LF of s RG1 R o 0 205 - v 354
wN -PHASEt - o
i - - I' --T ALL 35R' 12 IF OF 8" RGJ-RCP 0 0.295
-�" -- smucT ( LcoysmucTlrwn PHnsi 352
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342 ----- -0ATE FINISHED ADE®bNTERUNE --T 342
340 -- --- +� —T f --
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1R" ---- -
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330
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328 Ir �-'— I i I
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326 I (CON IRUCT M PHASE 2) j _ �_ -_. _ -- _ - - - -
- INSTALL 40b.OD LF OF PVC SE ®-0.2551
i I -1 I _ t CONSTRUCT 7'H PHASE 1 1 r
_ , --'- -- ---- - 326
- 10+00 11+00 12+00 13+00 14+00 15+00 16+00 -
(STA. 10+00.00 C.L. TO 16+00.00 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
C1
500.00'
140.73'
70.83'
16'07'33°
C2
500.00'
20.67•
10.34'
022207'
LINE TABLE
LINE
BEARING
DISTANCE
LI
N 08'1720' E
25.65
L2
N OO'35'27' E
15.42'
L3
N 225337' W
31.62'
L4
N 35'33'05" E
47.59'
356
354
352
350
348
346
344
342
340
338
336
334
IMcren
f-_----
INSTALL 25.65 LF
1542
LF OF
'
LEGEND
OF 18" RGS-RCP
18°
RGJ RCP
(CONT.)
0-0.9%
0 3
ABBREVIATIONS
-(CONS
FRUUMTlt PHASE 1j-
{CONSIRUWTH
n
FLOWUNE
R/W
RIGHT-OF-WAY
s
CONSTRUCT SEWER PER CITY STANDARDS
o
NOTES
: 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH
n
z
CENTERLINE
M.H./MH
MANHOLE
®
CONSTRUCT SEWER MANHOLE TYPE °A"
EXISTING SEWER CLEANOUT
3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS
Iz
ELEV.
z -
.�
SEWER MANHOLE
n
z�Q--
d
OTHERWISE NOTED.
C.O.B.
CITY OF BAKERFIELD
SDMH
STORM DRAIN MANHOLE
EXISTING DRAIN MANHOLE
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT
VI
WWW
CB
CATCH BASIN
®
WN
M]
U z0
ELEVATIONS, UNLESS OTHERWISE NOTED.
WN�
T.O.C.
TOP OF CLEANOUT
GB
GRADE BREAK
PER C.O.B. STD. SW -6.
p
CENTERLINE MONUMENT
3) ALL SEWER LATERALS SHALL BE 4" IN SIZE,
EL/ELEV.
ELEVATION
S/W
SIDEWALK
— - — - — -
CENTERUNE
%(MATE
PA
PROPERTY UNE
FH
FIRE HYDRANT
D
CONSTRUCT STORM DRAIN PER CITY STANDARDS
OW
ABD
ABE
PIPGRADE
E.P.
EDGE OF PAVEMENT
T
DESIGN WATER SURFACE
PHASE LINE
CONSTRUCTION NOTES
EX./EXIST.
EXISTING
XRW
EX. RIGHT-OF-WAY
®
CONSTRUCT STORM DRAIN MANHOLE TYPE "A"
Qi
CONSTRUCT PIPE SADDLE PER C.O.B. STD. AT
C/G
CURB & GUTTER
CWS
CITY WATER SERVICE
PER C.O.B. STD. SW -4 & SW -5.
�---'-®---^—
TRACT BOUNDARY
LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS
,�
INV 18b
INVERT
STD.
STANDARD
CONSTRUCT CATCH BASIN TYPE °A"
INV
I
18"D
,
THAN 12".
; '"v
,
I
SECTION DESIGNATION:
la"s
it
I I
%A�'\ SECTION
3 J SCALE: 1" = 40' HORIZ.
1" = 4' VERT.
356
354
352
350
348
346
344
342
340
338
336
334
5
LEGEND:
LEGEND
(CONT.)
LEGEND
(CONT.)
LEGEND (CONT.):
ABBREVIATIONS
FL/F.L.
FLOWUNE
R/W
RIGHT-OF-WAY
s
CONSTRUCT SEWER PER CITY STANDARDS
EXISTING SEWER MANHOLE
NOTES
: 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH
CL/C.L
CENTERLINE
M.H./MH
MANHOLE
®
CONSTRUCT SEWER MANHOLE TYPE °A"
EXISTING SEWER CLEANOUT
3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS
ELEV.
ELEVATION
SMH
SEWER MANHOLE
PER C.O.B. STD. SW -4 AND SW -5.
OTHERWISE NOTED.
C.O.B.
CITY OF BAKERFIELD
SDMH
STORM DRAIN MANHOLE
EXISTING DRAIN MANHOLE
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT
T.O.M.
TOP OF MANHOLE
CB
CATCH BASIN
®
CONSTRUCT SEWER CLEANOUT
ELEVATIONS, UNLESS OTHERWISE NOTED.
T.O.C.
TOP OF CLEANOUT
GB
GRADE BREAK
PER C.O.B. STD. SW -6.
p
CENTERLINE MONUMENT
3) ALL SEWER LATERALS SHALL BE 4" IN SIZE,
EL/ELEV.
ELEVATION
S/W
SIDEWALK
— - — - — -
CENTERUNE
UNLESS OTHERWISE NOTED.
PA
PROPERTY UNE
FH
FIRE HYDRANT
D
CONSTRUCT STORM DRAIN PER CITY STANDARDS
E.P.
EDGE OF PAVEMENT
D.W.S.
DESIGN WATER SURFACE
PHASE LINE
CONSTRUCTION NOTES
EX./EXIST.
EXISTING
XRW
EX. RIGHT-OF-WAY
®
CONSTRUCT STORM DRAIN MANHOLE TYPE "A"
Qi
CONSTRUCT PIPE SADDLE PER C.O.B. STD. AT
C/G
CURB & GUTTER
CWS
CITY WATER SERVICE
PER C.O.B. STD. SW -4 & SW -5.
�---'-®---^—
TRACT BOUNDARY
LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS
INV.
INVERT
STD.
STANDARD
CONSTRUCT CATCH BASIN TYPE °A"
7 0 M. 363.22
TOP OF MANHOLE/TOP OF
THAN 12".
,
SECTION DESIGNATION:
PER C.O.S. STD. D-14.
CLEANOUT ELEVATION
CONSTRUCT TEMPORARY SEWER CLEANOUT AT PHASE
®
BOUNDARY AND REMOVE WITH CONSTRUCTION OF
LETTER
EXISTING SEWER LINE
PIPE SIZE
SUBSEQUENT PHASE.
'0
--SECTION
EXISTING STORM DRAIN UNE
8"S —UTILITY.
QSEWER.
CONTO STING STORM (
REMOVE CAP &
(LOCATION
Know what's below.
2
W—WATER
G—GAS
S—SEWER
D—DRAIN
CONTRA TORNTOTVERIFY AND INVERT OF
NG STORM DRAIN/SEWER PRIOR TO CONSTRUCTION
Call before dig.
you
SHEET
WHERE SECTION IS SHOWN
ANOTIFY ENGINEER OF ANY DISCREPANCIES. SCALE: 1" = 40'
AND D
ID
CONSTRUCT TEMPORARY CMP RISER FOR SURFACE DRAINAGE 40' 20' 0' 40' 80'
1.2-7335 Ph 1 - 3
OF PHASE 1 AND REMOVE AND CONSTURCT MANHOLE
WITH PHASE 2. SEE DETAIL ON SHEET "5"
CITY RECORDS NO:
II
J •
N
�
N 1OJH�\
(CONT.)
LEGEND
r
CD ,
V
+ F \
1—
� ,
336
344
1
+
FLOWLINE
J
�
s
a,
x
N
X10
CL/C.L.
R• I
'
cn'
n
ap:
+
I
I
z
ELEV.
ELEVATION
b
N
d'
N
N
PER C.O.B. STD. SW -4 AND SW -5.
C.O.B.
1N PLACE EX. TRACT No. 6578 - UNIT 7
20' I' _�__ —_
_I 30' I 8.W-��
WATER PLANS
i
± I W yy2II I WATER pJ
V I PLANS W I O O I 1 O I N r S N X
P O O d q q fV O tV Z
11" 112 " I -� 1 2 ( �O�;Nw SN
rc
DfI I3%++
I 1 Ji "� L ♦♦ I n i 1s- i♦♦� ® i� 4
+� NFy� +
O tV OO� 8°W 1 . 2 I I N l3N N Z C¢O]" [J 1 8•W SEE N
I � m of ♦♦ h WPI S -- �', a ~ R/W I m IWATER PLANS-
(nN p" . v' t'i• 1 .u. 2, d.m
---- —i`_ ---f{--_.
N89.24'33"W_ M -18—D -i 35872
8
M n I m
LU
W IH ,
W
7 16 15
w
J N 1
t-' I1
L
--- -18+00 ---N89'24'33'W __-
N89'2433 18b 3,581 0 0
1 T
RAW
r I o 11 0 'j o I rn ¢
.I 14 113 !, 37136 1
I v ti I w I a
I y
8W -SEE
WATER PLANS
s , 1
BURNHAM STREET (CONT.)
(STA. 16+00.00 C.L. TO 22+32.34 C.L.)
SCALE: 1" = 40' HORIZONTAL
i N8924'33 -W BSS
—t_—__
21+00 N89 -24'33°W 162.20 24
I- N
P
R/W R/
8
N
�
N 1OJH�\
(CONT.)
LEGEND
r
350
V
+ F \
p
m
346
336
344
334
FL/F.L.
FLOWLINE
286'1-
RIGHT-OF-WAY
s
CONSTRUCT SEWER PER CITY STANDARDS
x
EXISTING SEWER MANHOLE
CL/C.L.
CENTERLINE
M.H./MH
MANHOLE
0
CONSTRUCT SEWER MANHOLE TYPE "A"
EXISTING SEWER CLEANOUT
ELEV.
ELEVATION
I
SEWER MANHOLE
PER C.O.B. STD. SW -4 AND SW -5.
C.O.B.
CITY OF BAKERFIELD
SDMH
STORM DRAIN MANHOLE
EXISTING DRAIN MANHOLE
T.O.M.
TOP OF MANHOLE
CB
CATCH BASIN
0
�ry11�
CENTERLINE MONUMENT
10
<M
GB
GRADE BREAK
PER C.O.B. STD. SW -6.
O
EL/ELEV.
ELEVATION
S/W
SIDEWALK
I
— — — — — — — —
�
36Q
PROPERTY LINE
FH
FIRE HYDRANT
N
CONSTRUCT STORM DRAIN PER CITY STANDARDS
E.P.
EDGE OF PAVEMENT
D.W.S.
DESIGN WATER SURFACE
R/W R/
8
N
I
N 1OJH�\
(CONT.)
LEGEND
(CONT.)
350
V
+ F \
p
m
346
336
344
334
FL/F.L.
FLOWLINE
R/W
RIGHT-OF-WAY
s
CONSTRUCT SEWER PER CITY STANDARDS
336
EXISTING SEWER MANHOLE
CL/C.L.
CENTERLINE
M.H./MH
MANHOLE
0
CONSTRUCT SEWER MANHOLE TYPE "A"
EXISTING SEWER CLEANOUT
ELEV.
ELEVATION
I
LEGEND:
a:w
346
LEGEND
(CONT.)
LEGEND
(CONT.)
350
ABBREVIATIONS
348
338
346
336
344
334
FL/F.L.
FLOWLINE
R/W
RIGHT-OF-WAY
s
CONSTRUCT SEWER PER CITY STANDARDS
336
EXISTING SEWER MANHOLE
CL/C.L.
CENTERLINE
M.H./MH
MANHOLE
0
CONSTRUCT SEWER MANHOLE TYPE "A"
EXISTING SEWER CLEANOUT
ELEV.
ELEVATION
SMH
SEWER MANHOLE
PER C.O.B. STD. SW -4 AND SW -5.
C.O.B.
CITY OF BAKERFIELD
SDMH
STORM DRAIN MANHOLE
EXISTING DRAIN MANHOLE
T.O.M.
TOP OF MANHOLE
CB
CATCH BASIN
0
CONSTRUCT SEWER CLEANOUT
CENTERLINE MONUMENT
T.O.C.
TOP OF CLEANOUT
GB
GRADE BREAK
PER C.O.B. STD. SW -6.
O
EL/ELEV.
ELEVATION
S/W
SIDEWALK
— — — — — — — —
CENTERUNE
PA
PROPERTY LINE
FH
FIRE HYDRANT
--
CONSTRUCT STORM DRAIN PER CITY STANDARDS
E.P.
EDGE OF PAVEMENT
D.W.S.
DESIGN WATER SURFACE
PHASE UNE
EX./EXIST.
EXISTING
XRW
EX. RIGHT—OF—WAY
0
CONSTRUCT STORM DRAIN MANHOLE TYPE "A°
C/G
CURB & GUTTER
CWS
CITY WATER SERVICE
PER C.O.B. STD. SW -4 & SW -5.
—"—'--------
TRACT BOUNDARY
INV.
INVERT
STD.
STANDARD363.22
CONSTRUCT CATCH BASIN TYPE "A"
LO.M•
TOP OF MANHOLE TOP OF
SECTION DESIGNATION:
PER C.O.B. STD. D-14.
CLEANOUT ELEVATION
SEC ION LETTER
EXISTING SEWER UNE
SIZE
A/,—PIPE
EXISTING STORM DRAIN UNE
8"S —UTILITY:
W -WATER
S -SEWER
2
G—GAS
D—DRAIN
SHEET WHERE SECTION IS SHOWN
354
352
350
ora
a:w
346
354
344
352
342
350
340
348
338
346
336
344
334
342
332
340
330
338
328
336
LINE TABLE
LME
BEARING
DISTANCE
L1
N 3092'52' E
31.26'
{ (CON UCT NTHPHASE1)
INSTALL 31.x}6 !I
RGJ-RCP p
288%
I
I � t
N ZT N 3-
O
�.,'oommh i�wl it it
_. 5z__� N
�1�q^
ii Q pq
M1��p pN
L M 0-0i W41 W�
>i
� I
1 i
— 4--I -
I� 1 I APPRLXMATE FM
OR ABOVE PII
I
' INV. 18"0 f
I
INV. e's I
000
354
352
350
348
346
344
342
3E 340
I
338
336
334
B SECTION
4 SCALE: 1" = 40' HORIZ.
1" = 4' VERT.
LEGEND (CONT.):
NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH
3.5' OPENINGS PER C.O.B. STD. 0-14 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.
CONSTRUCTION NOTES
CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT
LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS
THAN 12".
CONSTRUCT TEMPORARY SEWER CLEANOUT AT PHASE
Q BOUNDARY AND REMOVE WITH CONSTRUCTION OF
SUBSEQUENT PHASE.
O 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 TEMPORARY CMP RISER FOR SURFACE DRAINAGE
OF PHASE i AND REMOVE AND CONSTURCT MANHOLE
WITH PHASE 2. SEE DETAIL ON SHEET "5"
PIPE SADDLE DETAIL
SCALE: NONE
SCALE: 1" = 40'
40' 20' o' 40' 80'
v
as
Know wha£s below.
Call before you dig.
1.2-7335 Ph 1 - 3
CITY RECORDS NO:
iY.
m
N
® w
v
Z Z
Y
j
V
o
M vi m
M
= o
OV K a o
Z 40 1 N
z J
W U M
W� LL
0
0 0
W m
m �
Va
F W
i
0
r
N
0
fN
W
a
.. Z
ed w JZ
W a0
¢' U
L- aQ
W x G W
�e
mW
i
J v N iy�
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4 A
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~
UJmJ
Vim
Wi n
S
G
F i
rz
tL
0
000
354
352
350
348
346
344
342
3E 340
I
338
336
334
B SECTION
4 SCALE: 1" = 40' HORIZ.
1" = 4' VERT.
LEGEND (CONT.):
NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH
3.5' OPENINGS PER C.O.B. STD. 0-14 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.
CONSTRUCTION NOTES
CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT
LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS
THAN 12".
CONSTRUCT TEMPORARY SEWER CLEANOUT AT PHASE
Q BOUNDARY AND REMOVE WITH CONSTRUCTION OF
SUBSEQUENT PHASE.
O 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 TEMPORARY CMP RISER FOR SURFACE DRAINAGE
OF PHASE i AND REMOVE AND CONSTURCT MANHOLE
WITH PHASE 2. SEE DETAIL ON SHEET "5"
PIPE SADDLE DETAIL
SCALE: NONE
SCALE: 1" = 40'
40' 20' o' 40' 80'
v
as
Know wha£s below.
Call before you dig.
1.2-7335 Ph 1 - 3
CITY RECORDS NO:
iY.
m
N
® w
v
Z Z
Y
j
V
o
M vi m
M
= o
OV K a o
Z 40 1 N
z J
W U M
W� LL
0
0 0
W m
m �
Va
F W
i
0
r
N
0
fN
W
a
.. Z
ed w JZ
W a0
¢' U
L- aQ
W x G W
�e
mW
i
J v N iy�
r W OO V—
d��
4 A
v � otS Q
v cr. _
~
UJmJ
Vim
Wi n
S
G
F i
rz
tL
0
R/W
W -SEE
WATER
PLANS
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
9
N
W
N
n
gi
S8924'33'E8'S
f
INV. 8"W -SEE
WATER PUNS
(L1,
12+00
1924335W—
-
FL/F.L.
=�wW
LL
�g
m
LL
$,a
N8924'33'W
qq
MANHOLE
m+�y
U
FKy
��nzo
g
CITY OF BAKERFIELD
R/W
W -SEE
WATER
PLANS
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
9
N
W
N
n
gi
L--- L �__ �1 ---1-- I_ --
+
1 Nm n .'i i1 w i°Jrcy� "'
O JJ 11 t$ O W r N N ry
Z ULLY�I O Z
29a ss�LL $o 301 31 32 I
g® Ss 1. A < w I y 133 , 34 ; 35 _4 J6 ;
+ 7 I g g -g
FeY i-nwz al N �� I 1 i m ?+m+
i y w I h d R/yp 1 d i r L
^
S8924'33'E8'S
f
INV. 8"W -SEE
WATER PUNS
(L1,
12+00
1924335W—
-
FL/F.L.
FLOWLINE
R/W
RIGHT-OF-WAY
CL/C.L.
N8924'33'W
18'D ryo0321.00'
MANHOLE
g 26 WW
27 ;
28
SEWER MANHOLE
g
CITY OF BAKERFIELD
m
a I
�
wt I
a
+
TOP OF MANHOLE
R/W
CATCH BASIN
L--- L �__ �1 ---1-- I_ --
+
1 Nm n .'i i1 w i°Jrcy� "'
O JJ 11 t$ O W r N N ry
Z ULLY�I O Z
29a ss�LL $o 301 31 32 I
g® Ss 1. A < w I y 133 , 34 ; 35 _4 J6 ;
+ 7 I g g -g
FeY i-nwz al N �� I 1 i m ?+m+
i y w I h d R/yp 1 d i r L
^
S8924'33'E8'S
316.00' �'
"'
(L1,
12+00
1924335W—
-
FL/F.L.
FLOWLINE
R/W
RIGHT-OF-WAY
CL/C.L.
N8924'33'W
18'D ryo0321.00'
MANHOLE
ELEV.
ELEVATION
SMH
SEWER MANHOLE
FL
CITY OF BAKERFIELD
SDMH
STORM DRAIN MANHOLE
T.O.M.
TOP OF MANHOLE
CB
CATCH BASIN
T.O.C.
.
GB
J
EL./ELEV.
ELEVATION
S/W
SIDEWALK
PA
R
INV. 8'W -$EE
6
FIRE HYDRANT
E.P.
EDGE OF PAVEMENT
D.W.S.
WATER PUNS
EX./EXIST.
EXISTING
-a3
13
EX. RIGHT-OF-WAY
51-
,
CWS
CITY WATER SERVICE
INV.
1;
STD.
STANDARD
- - -
SECTION DESIGNATION:
PIPE SIZE
~
-- -- --
EXISTING STORM DRAIN LINE
SECTIONLETTER
I
_
�--�--
2
S -SEWER
SHEET WHERE SECTION IS SHOWN
1
' `APPRWGMATE
G -GAS
14 INV. 8'W SEE 1
50 WATER PLANS
PIANO DRIVE
(STA. 10+00.00 C.L. TO 17+00.00 C.L.)
SCALE: 1" = 40' HORIZONTAL
— F Na92163-W 14+00 31COO'-' -
VENTURI COURT
SEE SHEET 11
INV. 8*W-SEE
WATER PLANS
45
Me
--- m --I 1—�F-- ' ---L
S 316 00'
—F_—_-} -I--_
15+00 16+00
w w
R/W INV. SEE
_r
WATER PS
LAN \
i,
43 INT.
� WATERR PLANS PLANS 1
1
ZUMTHOR COURT
SEE SHEET 10
N
R/W J
f� —
W
' W
,I
W
z
U
1-
a
3('
3�
LEGEND:
(CONT.):
LEGEND
CONT.):
ABBREVIATIONS
CONSTRUCT SEWER PER CITY STANDARDS
-
FL/F.L.
FLOWLINE
R/W
RIGHT-OF-WAY
CL/C.L.
CENTERLINE
M.H./MH
MANHOLE
ELEV.
ELEVATION
SMH
SEWER MANHOLE
C.O.B.
CITY OF BAKERFIELD
SDMH
STORM DRAIN MANHOLE
T.O.M.
TOP OF MANHOLE
CB
CATCH BASIN
T.O.C.
TOP OF CLEANOUT
GB
GRADE BREAK
EL./ELEV.
ELEVATION
S/W
SIDEWALK
PA
PROPERTY LINE
FH
FIRE HYDRANT
E.P.
EDGE OF PAVEMENT
D.W.S.
DESIGN WATER SURFACE
EX./EXIST.
EXISTING
XRW
EX. RIGHT-OF-WAY
C/G
CURB & GUTTER
CWS
CITY WATER SERVICE
INV.
INVERT
STD.
STANDARD
- - -
SECTION DESIGNATION:
PIPE SIZE
~
-- -- --
EXISTING STORM DRAIN LINE
SECTIONLETTER
I
_
�--�--
2
S -SEWER
SHEET WHERE SECTION IS SHOWN
1
' `APPRWGMATE
G -GAS
(STA. 10+00.00 C.L. TO 17+00.00 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
LEGEND
(CONT.):
LEGEND
CONT.):
• s
CONSTRUCT SEWER PER CITY STANDARDS
-
EXISTING SEWER MANHOLE
®
CONSTRUCT SEWER MANHOLE TYPE "A"
..
EXISTING SEWER CLEANOUT
T W179—
2) 2) ^
PER C.O.B. STD. SW -4 AND SW -5.
r
W
? W
2
O
I
EXISTING DRAIN MANHOLE
®
CONSTRUCT SEWER CLEANOUT
4
CENTERLINE MONUMENT
PER C.O.B. STD. SW -6.
d
N�
Mi Q
ZZ
—
CENTERUNE
o
CONSTRUCT STORM DRAIN PER CITY STANDARDS
000
Z
J �
nnnj
PHASE UNE
(D
CONSTRUCT STORM DRAIN MANHOLE TYPE 'A'
J
m
PER C.O.B. STD. SW -4 & SW-5.
'�
TRACT BOUNDARY
CONSTRUCT CATCH BASIN TYPE "A"
T.O.M 36322
TOP OF MANHOLE/TOP OF
CLEANOUT ELEVATION
�
PER C.O.B. STD. D-14.
s
N
- - -
EXISTING SEWER UNE
PIPE SIZE
~
-- -- --
EXISTING STORM DRAIN LINE
8"S—UTILITY:
I
_
W -WATER
S -SEWER
I
1
' `APPRWGMATE
G -GAS
D -DRAIN
LINE TABLE
UNE
BEARING
DISTANCE
L1
N 0354'30° W
25.50'
L2
N 8924'33• W
10.42'
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
50
LEGEND (CONT.
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.
CONSTRUCTION NOTES
CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT
LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS
THAN 12".
CONSTRUCT TEMPORARY SEWER CLEANOUT AT PHASE
BOUNDARY AND REMOVE WITH CONSTRUCTION OF
SUBSEQUENT PHASE.
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 TEMPORARY CMP RISER FOR SURFACE DRAINAGE
OF PHASE i AND REMOVE AND CONSTURCT MANHOLE
WITH PHASE 2. SEE DETAIL ON SHEET "5"
LID TO BE 1/4' STEEL PL
FASTENED TO CTAP WITH 3/8•
RIVETS, SPOT WELD, OR TACK
WELD AT 1/8 POINTS OR BETTER.
PROVIDE 4 - 1:
CMP RISER OUTLET DETAIL
SCALE: NONE
354 NsrALL25.59
354
352
350
348
346
344
342
340
338
336
334
332
3
LF of
18•
—
RGJ
PLP
,
0,20%
20'
O'
=Q
40'
PHA
T W179—
2) 2) ^
c
7
r
W
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2
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BB
Q J
4
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ZZ
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I
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w
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i
INV. 18*0
5"
352
350
348
346
344
342
340
338
336
334
332
30 330
C SECTION
5 SCALE: 1" = 40' HORIZ.
I" = 4' VERT.
I
rn
d
SCALE:
1"
= 40'
m
40'
20'
O'
=Q
40'
80'
gra
c
7
r
W
? W
I
rn
d
M
n
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v
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w
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1.2-7335 Ph 1 - 3
CITY RECORDS NO:
O
-
1 1 �-
w --�
CD
8'W -SEE I
p WATER PLANS 1 I
+ 7 n I 1 5' }1
1 I 1 I gI
o , o x c 1 8
Q1� I N i S I g 20' 20'I ; N I IYJ 8
�36
n ,( f I 30' 30.
N
37 30 31 32ag `I 12 III 13 r (1w �oNt
14 i,
15
S 9 o g S _
go n w +
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mr6
R/W i -n
m
ow
S89 433E S89"14'33_FLe 8'S 164. S89'24'33°E B'S 178.00' o o S89'2t'33 'o" 'S 740.00' 5897433 S'S 178.67'
— - — — - —
+-----�
Off+— — - 17+00 I N892433 W �— - — 20+00 N89'24'33"W iJ6.00 + - - —� - -+— - --
Z<w , 78}00 316.00' 19+00 - - -I— - — -
;� o �o 227+� N89 4'33"W X22+�00 140.00 _
FL ,,, R. o I o 0 23+00 N8924'33'W 24+0
!IFL
FL N
® 38 !_
348
346
344
342
340
338
336
334
332
330
328
326
324
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CURVE
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LENGTH I
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* CONNECT TO EXISTING SEWER/STORM DRAIN.
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OF BASTING SEWER/STDRM DRAIN PRIOR TO
CONSTRUCTION AND NOTIFY THE ENGINEER OF
ANY DISCREPANCIES.
17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
(STA. 17+00.00 C.L. TO 24+72.70 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
LEGEND:
(CONT.)
s
CONSTRUCT SEWER PER CITY STANDARDS
ABBREVIATIONS
CONSTRUCT SEWER MANHOLE TYPE "A"
FL/F.L
FLOWLINE
R/W
RIGHT-OF-WAY
CL/C.L
CENTERLINE
M.H./MH
MANHOLE
ELEV.
ELEVATION
SMH
SEWER MANHOLE
C.O.B.
CITY OF BAKERFIELD
SDMH
STORM DRAIN MANHOLE
T.O.M.
TOP OF MANHOLE
CB
CATCH BASIN
T.O.C.
TOP OF CLEANOUT
GB
GRADE BREAK
EL/ELEV.
ELEVATION
S/W
SIDEWALK
PAL
PROPERTY LINE
FH
FIRE HYDRANT
E.P.
EDGE OF PAVEMENT
D.W.S.
DESIGN WATER SURFACE
EX./EXIST.
EXISTING
XRW
EX. RIGHT-OF-WAY
C/G
CURB & GUTTER
CW'S
CITY WATER SERVICE
INV,
INVERT
STD.
STANDARD
SECTION DESIGNATION:
SECTIONLETTER
�-----
2
2
SHEET WHERE SECTION IS SHOWN
LEGEND
(CONT.)
s
CONSTRUCT SEWER PER CITY STANDARDS
®
CONSTRUCT SEWER MANHOLE TYPE "A"
PER C.O.B. STD. SW -4 AND SW -5.
®
CONSTRUCT SEWER CLEANOUT
PHASE UNE
PER C.O.B. STD. SW -6.
o
CONSTRUCT STORM DRAIN PER CITY STANDARDS
®
CONSTRUCT STORM DRAIN MANHOLE TYPE "A"
CLEANOUT ELEVATION
PER C.O.B. STD. SW -4 & SW -5.
CONSTRUCT CATCH BASIN TYPE "A"
w
PER C.O.B. STD. D-14.
- --
- EXISTING SEWER LINE
- -- -
EXISTING STORM DRAIN LINE
LEGEND (CONT
-
EXISTING SEWER MANHOLE
_
EXISTING SEWER CLEANOUT
M
<
EXISTING DRAIN MANHOLE
CENTERLINE MONUMENT
--------
CENTERLINE
PHASE UNE
Q J
TRACT BOUNDARY
36322
TOP OF MANHOLE/TOP OF
w U W
CLEANOUT ELEVATION
PIPE SIZE
B'S —UTILITY:
w
W -WATER
S -SEWER
G -GAS
D -DRAIN
348
346
344
342
340
338
336
334
332
330
328
326
324
25+00
LEGEND (CONT.):
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.
CONSTRUCTION NOTES
0 CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT
LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS
THAN 12".
CONSTRUCT TEMPORARY SEWER CLEANOUT AT PHASE
BOUNDARY AND REMOVE WITH CONSTRUCTION OF
SUBSEQUENT PHASE.
O 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.
SCALE: 1" = 40'
40' 20' O' 40' 80'
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DISTANCE
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N 8996'52" W
79.15'
12
N 892433' W
100.00'
L3
N 39'52'50" E
56.85'
L4
N 26'23'50" W
34.46'
• .4
10+00
LEGEND:
(CONT.):
• s
CONSTRUCT SEWER PER CITY STANDARDS
ABBREVIATIONS
CONSTRUCT SEWER MANHOLE TYPE "A"
= 4' VERTICAL
FL/F.L.
FLOWLINE
R/W
RIGHT-OF-WAY
CL/C.L
CENTERLINE
M.H./MH
MANHOLE
ELEV.
ELEVATION
SMH
SEWER MANHOLE
C.O.B.
CITY OF BAKERFIELD
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STORM DRAIN MANHOLE
T.O.M.
TOP OF MANHOLE
CB
CATCH BASIN
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GB
GRADE BREAK
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ELEVATION
S/W
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PAL
PROPERTY LINE
FH
FIRE HYDRANT
E.P.
EDGE OF PAVEMENT
D.W.S.
DESIGN WATER SURFACE
EX./EXIST.
EXISTING
XRW
EX. RIGHT-OF-WAY
C/G
CURB & GUTTER
CWS
CITY WATER SERVICE
INV.
INVERT
STD.
STANDARD
SECTION DESIGNATION:
SECTION LETTER
2
2
SHEET WHERE SECTION IS SHOYM
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11+00 12+00
LEGEND
(CONT.):
• s
CONSTRUCT SEWER PER CITY STANDARDS
®
CONSTRUCT SEWER MANHOLE TYPE "A"
= 4' VERTICAL
PER C.O.B. STD. SW -4 AND SW -5.
®
CONSTRUCT SEWER CLEANOUT
EXISTING SEWER MANHOLE
PER C.O.B. STD. SW -6.
o
CONSTRUCT STORM DRAIN PER CITY STANDARDS
®
CONSTRUCT STORM DRAIN MANHOLE TYPE "A"
CENTERLINE MONUMENT
PER C.O.B. STD. SW -4 & SW -5.
CENTERLINE
CONSTRUCT CATCH BASIN TYPE "A"
PHASE LINE
PER C.O.B. STD. D-14.
-- - -- --
EXISTING SEWER LINE
-- -- --
- EXISTING STORM DRAIN LINE
13+00 14+00 15+00
(STA. 9+00.00 C.L.
TO 18+11.93 C.L.)
SCALE: i" =
40' HORIZONTAL
SCALE: 1"
= 4' VERTICAL
LEGEND
(CONT.
-
EXISTING SEWER MANHOLE
U 2 a
EXISTING SEWER CLEANOUT
EXISTING DRAIN MANHOLE
p
CENTERLINE MONUMENT
W
CENTERLINE
,� �. . .... . , .....
PHASE LINE
-------------
TRACT BOUNDARY
7 O.M• 36322
TOP OF MANHOLE/TOP OF
o
CLEANOUT ELEVATION
l—PIPE SIZE
8"S—UTILITY:
W -WATER
S -SEWER
G -GAS
D -DRAIN
16+00 17+00
LEGEND (CONT.
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.
CONSTRUCTION NOTES
�i CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT
LOCATIONS OF CROSSING PIPES NTH CLEARANCE LESS
THAN 12".
CONSTRUCT TEMPORARY SEWER CLEANOUT AT PHASE
O BOUNDARY AND REMOVE WITH CONSTRUCTION OF
SUBSEQUENT PHASE.
O 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.
18+00
19+00
SCALE:
40' 20' O'
1"
= 40'
40'
80'
M
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SEE SHEET 6
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GERBER LANE
(STA. 10+00.00 C.L. TO 12+80.00 C.L.)
SCALE: 1" = 40' HORIZONTAL -
LINE TABLE
BURNHAM
BEARING
STREET
L7
N 8924'33" W
30.47
L2
SEE SHEET
36
L3
N 00i E
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SEE SHEET 6
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GERBER LANE
(STA. 10+00.00 C.L. TO 12+80.00 C.L.)
SCALE: 1" = 40' HORIZONTAL -
LINE TABLE
BURNHAM
BEARING
STREET
L7
N 8924'33" W
30.47
L2
SEE SHEET
4
L3
N 00i E
42.75'
TRACT BOUNDARY
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11+00
I
12+00
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INV.
INVERT
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GERBER LANE
(STA. 10+00.00 C.L. TO 12+80.00 C.L.)
SCALE: 1" = 40' HORIZONTAL -
LINE TABLE
UNE
BEARING
DISTANCE
L7
N 8924'33" W
30.47
L2
N 892433" W
10.42'
L3
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42.75'
TRACT BOUNDARY
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11+00
R/W
12+00
CL/C.L.
CENTERLINE
M.H./MH
MANHOLE
ELEV.
ELEVATION
SMH
SEWER MANHOLE
C.O.B.
CITY OF BAKERFIELD
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STORM DRAIN MANHOLE
T.O.M.
TOP OF MANHOLE
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S00'352 7'W 8'S
280.W'
CWS
GTY WATER SERVICE
INV.
INVERT
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STANDARD
SECTION DESIGNATION:
------_
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GERBER LANE
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SCALE: 1" = 40' HORIZONTAL -
LINE TABLE
UNE
BEARING
DISTANCE
L7
N 8924'33" W
30.47
L2
N 892433" W
10.42'
L3
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42.75'
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BURNNHH M STREET
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10+00
11+00
LEGEND:
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SCALE: 1" = 40' HORIZONTAL
•�"
SCALE: 1' = V VERTICAL
O
0
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LEGEND
(CONT.
s
CONSTRUCT SEWER PER CITY STANDARDS
ABBREVIATIONS
CONSTRUCT SEWER MANHOLE TWE "A"
TRACT BOUNDARY
FL/F.1-
FLOWLINE
R/W
RIGHT-OF-WAY
CL/C.L.
CENTERLINE
M.H./MH
MANHOLE
ELEV.
ELEVATION
SMH
SEWER MANHOLE
C.O.B.
CITY OF BAKERFIELD
SDMH
STORM DRAIN MANHOLE
T.O.M.
TOP OF MANHOLE
CB
CATCH BASIN
T.O.C.
TOP OF CLEANOUT
GB
GRADE BREAK
EL./ELEV.
ELEVATION
S/W
SIDEWALK
PA
PROPERTY LINE
FH
FIRE HYDRANT
E.P.
EDGE OF PAVEMENT
D.W.S.
DESIGN WATER SURFACE
EX./EXIST.
EXISTING
XRW
EX. RIGHT-OF-WAY
C/G
CURB & GUTTER
CWS
GTY WATER SERVICE
INV.
INVERT
STD.
STANDARD
SECTION DESIGNATION:
o^+—�
SECTIONLETTER
Ai� v
2 )
<
SHEET WHERE SECTION IS SHOWN
11+00
12+00 13+00
(STA. 10+00.00 C.L. TO 12+80.00 C.L.)
SCALE: 1" = 40' HORIZONTAL
•�"
SCALE: 1' = V VERTICAL
O
0
N
LEGEND
(CONT.
s
CONSTRUCT SEWER PER CITY STANDARDS
®
CONSTRUCT SEWER MANHOLE TWE "A"
TRACT BOUNDARY
PER C.O.B. STD. SW -4 AND SW -5.
0
CONSTRUCT SEWER CLEANOUT
CLEANOUT ELEVATION
PER C.O.B. STD. SW -6.
s
CONSTRUCT STORM DRAIN PER CITY STANDARDS
o
0
CONSTRUCT STORM DRAIN MANHOLE TWE "A"
v
PER C.O.B. STD. SW -4 & SW -5.
CONSTRUCT CATCH BASIN TWE "A"
W i z
PER C.O.B. STD. D-14.
-- - ---
EXISTING SEWER UNE
- - -
EXISTING STORM DRAIN LINE
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
13+50
LEGEND (CONT.
/—PIPE SIZE
8"S —UTILITY:
W -WATER S -SEWER
G -GAS D -DRAIN
13URNHAM STREET
SEE SHEET 4
—--®] \H I.
8"W -SEE
WATER PLANS 1
� o
+
5 i z
N
20 20
30' 30 'co
n I
I p
M o n I Z
�(Li • I � � I � o J Ih
d Z
4 Oo z O 4
Imo! it W �o (Fr
2S
+t I O<
w 1 t
8 \ vv' 8•W -SEE W R
\ WATER PLANS /W
L-
1
SW35;27"W 6.55 100.00' N o N
-12+00 a
140.00' .n I �
� 11+W � 1
!-
�
s
� / a
9m
1 I
g 8 I 17
K O
M I
1 I
I
1
w w —
SCARPA STREET
(STA. 10+00.00 C.L. TO 11+40.00 C.L.)
SCALE: 1" = 40' HORIZONTAL
348 ( 34
I
3461 I � 3466
APPRO MATE FlNI m ^3�
344 -- x = i 344
1 I 1
342 342
340 ,
— - -- --ice 340
338---- — --- - --1 -I 338
336 I = + 336
!, INV.
� bpm
334�
3 m — s 1 34
1
a m
332 - -- -- j ',- -- +�T� 332
i
330 & 330
I
328 r srALr'( 5 &-6-PVD am - ' ! 328
1) a
326
9+50
10+00 11+00 11+50
(STA. 10+00.00 C.L. TO 11+40.00 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE 1" = 4' VERTICAL
LEGEND (CONT.):
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.
CONSTRUCTION NOTES
Q CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT
LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS
THAN 12".
CONSTRUCT TEMPORARY SEWER CLEANOUT AT PHASE
Q BOUNDARY AND REMOVE WITH CONSTRUCTION OF
SUBSEQUENT PHASE.
® 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.
(J CONSTRUCT TEMPORARY CMP RISER FOR SURFACE DRAINAGE
OF PHASE 1 AND REMOVE AND CONSTURCT MANHOLE
WITH PHASE 2. SEE DETAIL ON SHEET "5"
356
354
352
350
348
346
344
342
340
338
336
334
EXISTING SEWER MANHOLE
INSTALL
EXISTING SEWER CLEANOUT
•�"
EXISTING DRAIN MANHOLE
O
0
N
CENTERUNE MONUMENT
— -
CENTERUNE
PHASE UNE
-------------
TRACT BOUNDARY
1.0•M. 363.22
TOP OF MANHOLE/TOP OF
CLEANOUT ELEVATION
/—PIPE SIZE
8"S —UTILITY:
W -WATER S -SEWER
G -GAS D -DRAIN
13URNHAM STREET
SEE SHEET 4
—--®] \H I.
8"W -SEE
WATER PLANS 1
� o
+
5 i z
N
20 20
30' 30 'co
n I
I p
M o n I Z
�(Li • I � � I � o J Ih
d Z
4 Oo z O 4
Imo! it W �o (Fr
2S
+t I O<
w 1 t
8 \ vv' 8•W -SEE W R
\ WATER PLANS /W
L-
1
SW35;27"W 6.55 100.00' N o N
-12+00 a
140.00' .n I �
� 11+W � 1
!-
�
s
� / a
9m
1 I
g 8 I 17
K O
M I
1 I
I
1
w w —
SCARPA STREET
(STA. 10+00.00 C.L. TO 11+40.00 C.L.)
SCALE: 1" = 40' HORIZONTAL
348 ( 34
I
3461 I � 3466
APPRO MATE FlNI m ^3�
344 -- x = i 344
1 I 1
342 342
340 ,
— - -- --ice 340
338---- — --- - --1 -I 338
336 I = + 336
!, INV.
� bpm
334�
3 m — s 1 34
1
a m
332 - -- -- j ',- -- +�T� 332
i
330 & 330
I
328 r srALr'( 5 &-6-PVD am - ' ! 328
1) a
326
9+50
10+00 11+00 11+50
(STA. 10+00.00 C.L. TO 11+40.00 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE 1" = 4' VERTICAL
LEGEND (CONT.):
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.
CONSTRUCTION NOTES
Q CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT
LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS
THAN 12".
CONSTRUCT TEMPORARY SEWER CLEANOUT AT PHASE
Q BOUNDARY AND REMOVE WITH CONSTRUCTION OF
SUBSEQUENT PHASE.
® 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.
(J CONSTRUCT TEMPORARY CMP RISER FOR SURFACE DRAINAGE
OF PHASE 1 AND REMOVE AND CONSTURCT MANHOLE
WITH PHASE 2. SEE DETAIL ON SHEET "5"
356
354
352
350
348
346
344
342
340
338
336
334
SCALE: 1" = 40'
40' 20' 0' 40' so'
o SECTION
$ SCALE: 1" = 40' HORIZ.
1" = 4' VERT.
356
354
352
350
348
346
344
342
340
338
336
334
■
49
O
Know what's below.
Cali before you dig.
INSTALL J -R LFOF
18• R
.48% O
INSTALL
ALL- 0.4
LF OF
0.16818".
O
0
N
ICONSTRUCT}'MTN
(C NSIRUCT M
PHASE 11
I
PHASE 1)
W
Z
s
N
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m of
I
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m
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PIPE�a_
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INV.18D1
'
W
5
_
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¢� INV BJIS
I
SCALE: 1" = 40'
40' 20' 0' 40' so'
o SECTION
$ SCALE: 1" = 40' HORIZ.
1" = 4' VERT.
356
354
352
350
348
346
344
342
340
338
336
334
■
49
O
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Cali before you dig.
rk
O
0
N
N
W
Z
s
N
Va
m
M
02
OU K �
e
o
o
0
€
k
Z
Q J °
won
w (0
00
0
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m
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N
<
k'
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w
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=
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W
O
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<
T- o
i/i
<
W <
'
a
W
Ix
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c
3
a
F
W
co�
W
1
1
21
20
S `
r
a
STA. 9+46,94 SEI" 19.
(�
49 LT
19 &CUini"._AC..1 .. , 1100
/ L$16
i 0 X11.
SIP'
221
6'W -SEES
WATER PLANS 1
PIANO DRIVE
SEE SHEET 6
8'W SE
1 WATER PLANS
I li
5—
F Sl
I N
�O� 1 � W
n.i I !i
350
348
346
344
342
340
338
336
334
332
330
328
326
UNE
BEARING
LEGEND
(CONT.)
I
18 ems.
1
I
M6
17
14
1
O
o
Q
+
I N
•tn
.n
I I
1�Jdd
V1 N
M.H./MH
MANHOLE
/
CONSTRUCT SEWER MANHOLE TYPE 'A"
1
1
-------------
SMH
�
MIZNER
COURT
(STA. 10+00.00
C.L.
TO 11+39.27 C.L.)
SCALE: i'
= 40'
HORIZONTAL
350
348
346
344
342
340
338
336
334
332
330
328
326
UNE
BEARING
LEGEND
(CONT.)
S 2456'47* E
ABBREVIATIONS
L2
S 18139'03° W
<
14
FL/F.L.
FLOWLINE
R/W
I
•tn
CONSTRUCT SEWER PER CITY STANDARDS
M
CENTERLINE
M.H./MH
MANHOLE
�
CONSTRUCT SEWER MANHOLE TYPE 'A"
NI
ELEVATION
SMH
SEWER MANHOLE
1 x -r
PER C.O.B. STD. SW -4 AND SW -5.
21
CITY OF BAKERFIELD
SDMH
STORM DRAIN MANHOLE
s +
---�
T.O.M.
TOP OF MANHOLE
CB
CATCH BASIN
o
CONSTRUCT SEWER CLEANOUT
1
— I i
I
N
GRADE BREAK
I �
PER C.O.R. STD. SW -6.
EL./ELEV.
ELEVATION
S/W
x
15
'
INV.
FH
FIRE HYDRANT
o
WW -SEE
E.P.
EDGE OF PAVEMENT
D.W.S.
20'
30'
I
,Y WATER PLANS
–
EXISTING
'
--
+
T
CONSTRUCT STORM DRAIN MANHOLE TYPE "A°
C/G
CURB & GUTTER
CWS
CITY WATER SERVICE
PER C.O.B. STD. SW -4 & SW -5.
INV.
INVERT
STD.
STANDARD
CONSTRUCT CATCH BASIN TYPE °A°
1
SECTION DESIGNATION:
Q
PER C.O.B. STD. D-14.
9+46.
1$491T
/
/
SECTION LETTER
I
14STALL 144.7 LF OF W PVC SEWER
O 1.00$
Ir
IT l�rswcml u•T wnl aNAa
� �
UNE
BEARING
LEGEND
(CONT.)
S 2456'47* E
ABBREVIATIONS
L2
S 18139'03° W
62.86'
L3
FL/F.L.
FLOWLINE
R/W
RIGHT—OF—WAY
s
CONSTRUCT SEWER PER CITY STANDARDS
I
CENTERLINE
M.H./MH
MANHOLE
APPROXIMATE FINISHED
._GRADE--AUNTQQINE
CONSTRUCT SEWER MANHOLE TYPE 'A"
ELEV.
ELEVATION
SMH
SEWER MANHOLE
�—
PER C.O.B. STD. SW -4 AND SW -5.
INV WWI
CITY OF BAKERFIELD
SDMH
STORM DRAIN MANHOLE
---�
T.O.M.
TOP OF MANHOLE
CB
CATCH BASIN
o
CONSTRUCT SEWER CLEANOUT
1
— I i
I
GB
GRADE BREAK
I
PER C.O.R. STD. SW -6.
EL./ELEV.
ELEVATION
S/W
x
' 32
'
INV.
FH
FIRE HYDRANT
o
CONSTRUCT STORM DRAIN PER CITY STANDARDS
E.P.
EDGE OF PAVEMENT
D.W.S.
DESIGN WATER SURFACE
–
EXISTING
- - cs
--
I +
CONSTRUCT STORM DRAIN MANHOLE TYPE "A°
C/G
CURB & GUTTER
CWS
CITY WATER SERVICE
PER C.O.B. STD. SW -4 & SW -5.
INV.
INVERT
STD.
STANDARD
CONSTRUCT CATCH BASIN TYPE °A°
1
SECTION DESIGNATION:
Q
PER C.O.B. STD. D-14.
9+46.
1$491T
/
/
SECTION LETTER
I
14STALL 144.7 LF OF W PVC SEWER
O 1.00$
Ir
IT l�rswcml u•T wnl aNAa
� �
_- I... _.--JAI --
I i
!
324 ---- -- — --- –
9+50 10+00 11+00
(STA. 10+00.00 C.L. TO 11+39.27 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
350
348
346
I
344
342
I
340
t338
I
336
334
332
i
330
328
326
– 324
12+00
LEGEND:
UNE
BEARING
LEGEND
(CONT.)
S 2456'47* E
ABBREVIATIONS
L2
S 18139'03° W
62.86'
L3
FL/F.L.
FLOWLINE
R/W
RIGHT—OF—WAY
s
CONSTRUCT SEWER PER CITY STANDARDS
CL/C.L.
CENTERLINE
M.H./MH
MANHOLE
®
CONSTRUCT SEWER MANHOLE TYPE 'A"
ELEV.
ELEVATION
SMH
SEWER MANHOLE
�—
PER C.O.B. STD. SW -4 AND SW -5.
C.O.B.
CITY OF BAKERFIELD
SDMH
STORM DRAIN MANHOLE
---�
T.O.M.
TOP OF MANHOLE
CB
CATCH BASIN
o
CONSTRUCT SEWER CLEANOUT
T.O.C.
TOP OF CLEANOUT
GB
GRADE BREAK
I
PER C.O.R. STD. SW -6.
EL./ELEV.
ELEVATION
S/W
SIDEWALK
' 32
PA
PROPERTY LINE
FH
FIRE HYDRANT
o
CONSTRUCT STORM DRAIN PER CITY STANDARDS
E.P.
EDGE OF PAVEMENT
D.W.S.
DESIGN WATER SURFACE
EX./EXIST.
EXISTING
XRW
EX. RIGHT-OF-WAY
o
CONSTRUCT STORM DRAIN MANHOLE TYPE "A°
C/G
CURB & GUTTER
CWS
CITY WATER SERVICE
PER C.O.B. STD. SW -4 & SW -5.
INV.
INVERT
STD.
STANDARD
CONSTRUCT CATCH BASIN TYPE °A°
1
SECTION DESIGNATION:
Q
PER C.O.B. STD. D-14.
9+46.
1$491T
/
/
SECTION LETTER
I
-. _. -_--__
EXISTING SEWER UNE
L_----_
P'
----
_.— "-
EXISTING STORM DRAIN UNE
-
SHEET WHERE SECTION IS SHOWN
2
LINE TABLE
UNE
BEARING
DISTANCE
11
S 2456'47* E
62.13'
L2
S 18139'03° W
62.86'
L3
S 33'26'05' W
70.68'
LEGEND (CONT.
'
EXISTING SEWER MANHOLE
..
EXISTING SEWER CLEANOUT
...
EXISTING DRAIN MANHOLE
p
CENTERLINE MONUMENT
- - - -—
CENTERLINE
PHASE UNE
-------------
.TRACT BOUNDARY
T O.M• 36322
TOP OF MANHOLE/TOP OF
CLEANOUT ELEVATION
PIPE SZE
8"S—UTIUTY:
W -WATER S -SEWER
G -GAS D -DRAIN
29
J
8
M
N
n
g W SEE 1 0
N0075.27 -E 139.2%
-
Q CUL-DE-SAC pL N0095'27*E 6'S ,,
Z I STA 10+00.00 GL
s' 6k
9ZP. c
25
1 /
R24
1 pp
g
1
I /
1 / I
1 i
jvv
348
346
344
342
340
338
336
334
332
330
328
326
FC
0
23
HERZON COURT
(STA. 10+00.00 C.L. TO 11+39.27 C.L.)
SCALE: 1" = 40' HORIZONTAL
PIANO
DRIVE
SEE SHEET
6
f
01
A
3
30
PROXIMATE NISHEO' � ��
N,
I WW -SEE
ZI
1
WATER PLANS
1
INV. 8'W
Ir l�
�—
I
20
\`, 28
30'
30
---�
8
1!
yi
I O N
O,T
o
27
I
�
N I W W J
p F
' 32
STALL 144.7 LF OF 6 PVC SEWER O 1.005
( SIRUCT PW11i PHASE )
`
_j
1
STA. 1
Q
,
9+46.
1$491T
/
/
I
2
�
fi.
29
J
8
M
N
n
g W SEE 1 0
N0075.27 -E 139.2%
-
Q CUL-DE-SAC pL N0095'27*E 6'S ,,
Z I STA 10+00.00 GL
s' 6k
9ZP. c
25
1 /
R24
1 pp
g
1
I /
1 / I
1 i
jvv
348
346
344
342
340
338
336
334
332
330
328
326
FC
0
23
HERZON COURT
(STA. 10+00.00 C.L. TO 11+39.27 C.L.)
SCALE: 1" = 40' HORIZONTAL
PIANO
DRIVE
SEE SHEET
6
01
A
3
30
PROXIMATE NISHEO' � ��
N,
I WW -SEE
ZI
I
1
WATER PLANS
1
INV. 8'W
Ir l�
�—
20
20
31
30'
30
---�
8
1!
yi
I O N
O,T
Bohm %o'm li
I
I
N I W W J
p F
' 32
dl 1
j 8'W -SEE
WATER PLANS
s 33
FilI
4- N IH•
W b:
5I I 34
�I
I
1 �
SEE PIANO DRIVE EET 6 Im,
%� )t
324 __ - --
9+50 10+00 11+00
(STA. 10+00.00 C.L. TO 11+39.27 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE. i" = 4' VERTICAL
LEGEND(Cl
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.
CONSTRUCTION NOTES
Qt CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT
LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS
THAN 12".
CONSTRUCT TEMPORARY SEWER CLEANOUT AT PHASE
BOUNDARY AND REMOVE WITH CONSTRUCTION OF
SUBSEQUENT PHASE.
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 TEMPORARY CMP RISER FOR SURFACE DRAINAGE
OF PHASE 1 AND REMOVE AND CONSTURCT MANHOLE
WITH PHASE 2. SEE DETAIL ON SHEET "5"
350
348
346
344
342
340
338
336
334
332
330
328
I
326
324
12+00
150
Know what's below.
Call before you dig.
01
A
`s 0•
PROXIMATE NISHEO' � ��
/✓_— __
IRADE
0 C E UNE
��I
1
INV. 8'W
Ir l�
�—
�—
I
f 4L=:
---�
IIY.65 I,_
I
�
Bohm %o'm li
I
N I W W J
STALL 144.7 LF OF 6 PVC SEWER O 1.005
( SIRUCT PW11i PHASE )
324 __ - --
9+50 10+00 11+00
(STA. 10+00.00 C.L. TO 11+39.27 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE. i" = 4' VERTICAL
LEGEND(Cl
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.
CONSTRUCTION NOTES
Qt CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT
LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS
THAN 12".
CONSTRUCT TEMPORARY SEWER CLEANOUT AT PHASE
BOUNDARY AND REMOVE WITH CONSTRUCTION OF
SUBSEQUENT PHASE.
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 TEMPORARY CMP RISER FOR SURFACE DRAINAGE
OF PHASE 1 AND REMOVE AND CONSTURCT MANHOLE
WITH PHASE 2. SEE DETAIL ON SHEET "5"
350
348
346
344
342
340
338
336
334
332
330
328
I
326
324
12+00
150
Know what's below.
Call before you dig.
N00'3627"E ^' -
8"S L2
I 20'.
RADIUS
o
a
-----------
C1
50040'
C5
--I
18
30'
500.00'
161.39'
81.41'
a -p
L5
S 18'45'16" W
52.40'
30'
S 34'3728" W
'��' ♦V /
I 28'
-
�9R 1y01
I 8"W -SFE
CONSTRUCT SEWER MANHOLE TYPE "A°
1.
EXISTING SEWER CLEANOUT
i
S•
ELEV.
ELEVATION
I
WATER PLANS
add
vi
I i
rc
/
C.O.B.
CITY OF BAKERFIELD
N
STORM DRAIN MANHOLE
8
J
/
EXISTING DRAIN MANHOLE
p I
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT
{y
11
TOP OF MANHOLE
CB
14
I
Y
13+
N
+
ELEVATIONS, UNLESS OTHERWISE NOTED.
T.O.C.
TOP OF CLEANOUT
GB
to
1
INSTAI 45.00 LF
L (ca
OF 6" PVC'SEWER O +1.00%
I
a
EL/ELEV.
ELEVATION
S/W
SIDEWALK
- — -
CENTERLINE
UNLESS OTHERWISE NOTED.
P/L
it
FH
FIRE HYDRANT
_
—_
17
'
NOTES
E.P.
EDGE OF PAVEMENT
D.W.S.
2
O �M
- •<•� -� < - -- .--••,
PHASE UNE
� W
j•l
EX./EXIST.
EXISTING
XRW
EX. RIGHT-OF-WAY
0
OOI
----------
Iz
PE SADDLE PER C.O.B. STD. STD.CLED D-9 9 AT
CONSTRUCT PIPE
1 R/W
a
rz
clLL�w •��I
CITY WATER SERVICE
'd
---®---------
yl
LOCATIONS CROSSING PIPES WITH LESS
.1
INV.
INVERT
STD.
STANDARD
CONSTRUCT CATCH BASIN TYPE "A"
T.OM. 363.22
TOP OF MANHOLE/TOP OF
THAN 12".
gS
SECTION DESIGNATION:
m
�i ui�o
CLEANOUT ELEVATION
CONSTRUCT TEMPORARY SEWER CLEANOUT AT PHASE
•
+$+I
16,,
Q
BOUNDARY AND REMOVE WITH CONSTRUCTION OF
\ '♦
SECTION LETTER
Ngo
""�.
EXISTING SEWER LINE/�—PIPE
SIZE
SUBSEQUENT PHASE.
=
EXISTING STORM DRAIN LINE
8"S—UTILITY:
O
REMOVE CAP & CONNECT TO EXISTING STORM DRAIN/ SCALE: 1" = 40'
Know what's below.
N00'3627"E ^' -
8"S L2
FUTURE PARK SITE
(NOT A PART)
R! va
12+00 `
ro---
S/4y` 14J71'
20. 20" 1 6
30• 30 z
I ly S
S' a
5' � 26
I s+- - 8°W -SEE
WATER PLANS
25 i
e f I
3 I I
PIANS DRIVE
SEE SHEET S YEA DON W A Y
(STA. 10+00.00 C.L. TO 13+95.93 C.L.)
SCALE: 1" = 40' HORIZONTAL
1'
r
RADIUS
LENGTH
a
DELTA
C1
50040'
C5
n I
34 45' F
C2
500.00'
161.39'
81.41'
a -p
L5
S 18'45'16" W
52.40'
L6
S 34'3728" W
'��' ♦V /
�
W
�9R 1y01
®
CONSTRUCT SEWER MANHOLE TYPE "A°
1.
EXISTING SEWER CLEANOUT
i
7)v. 8"w -�
ELEV.
ELEVATION
I
SEWER MANHOLE
add
vi
�
rc
/
C.O.B.
CITY OF BAKERFIELD
N
STORM DRAIN MANHOLE
8
J
/
EXISTING DRAIN MANHOLE
p I
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT
{y
I I
TOP OF MANHOLE
CB
14
I
Y
13+
N
+
ELEVATIONS, UNLESS OTHERWISE NOTED.
T.O.C.
TOP OF CLEANOUT
GB
to
1
INSTAI 45.00 LF
L (ca
OF 6" PVC'SEWER O +1.00%
I
a
EL/ELEV.
FUTURE PARK SITE
(NOT A PART)
R! va
12+00 `
ro---
S/4y` 14J71'
20. 20" 1 6
30• 30 z
I ly S
S' a
5' � 26
I s+- - 8°W -SEE
WATER PLANS
25 i
e f I
3 I I
PIANS DRIVE
SEE SHEET S YEA DON W A Y
(STA. 10+00.00 C.L. TO 13+95.93 C.L.)
SCALE: 1" = 40' HORIZONTAL
1'
354 i r -----aN5rAL1-iw Go LFA T- - - __ ..I _.
-? RGJ-RCP 0 0.168 NSTALL .12 LF OF 8" RGJ-R 0 0.20%{ - - --- --__--i 354
(CONSTRUCT w4M , PHASE 1) �L., - - (ODNSTRJJCT VON PHASE }
i
352
350 350
348 �
4
------
�_
—
-_----
_
j 3
48
346346AR )MATE F6p ED
CRAOCENTERUNE
344 344
AR91AE FlNItED
TRUGRADE0CENEE
I I
342 �- iI - -- i - 342
j
340 I �— — F- i - - i � I - ( L_�_ � 1 L - i � r 340
L __
INN. 8"W j
{{
338 �� -!-- � � yl-- -- � II � - i �- I - - i - � ,- � 338
336 ---�-- 1 ----INV.leS = - -+ -- -- j --; ;- - y
1 II . i 336
I
334 TII I -- j• 334
332 ! J --. :3. _ - 1 za'0' ---
$--IIN¢ 1s°o -----I - 1--- F ----_-. -. 1._- wY+------- ----
332
- - INSTALL 300 LF +
I
E144
-- 328
�aII� W w 1
326 IN TAU. 70.00 I OF 8" P SEWER ®'', 0.25R ST�RUCT 1H -0.257 w 1--- _i
1 - - -3 ---� �_.-_ � I � — I � -1 326
9+00 10+00 11+00 12+00 13+00 14+00 14+50
(STA. 10+00.00 C.L. TO 13+95.93 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
CURVE TABLE
r
RADIUS
LENGTH
a
DELTA
C1
50040'
121.56'
61.08'
13'55'46"
C2
500.00'
161.39'
81.41'
18'29'40"
L5
S 18'45'16" W
52.40'
L6
S 34'3728" W
6 I
Cj ti
M.H./MH
t�
Vl'K V�p
®
CONSTRUCT SEWER MANHOLE TYPE "A°
EXISTING SEWER CLEANOUT
i
7)v. 8"w -�
ELEV.
ELEVATION
I
SEWER MANHOLE
ZNN
-
- - - -
354 i r -----aN5rAL1-iw Go LFA T- - - __ ..I _.
-? RGJ-RCP 0 0.168 NSTALL .12 LF OF 8" RGJ-R 0 0.20%{ - - --- --__--i 354
(CONSTRUCT w4M , PHASE 1) �L., - - (ODNSTRJJCT VON PHASE }
i
352
350 350
348 �
4
------
�_
—
-_----
_
j 3
48
346346AR )MATE F6p ED
CRAOCENTERUNE
344 344
AR91AE FlNItED
TRUGRADE0CENEE
I I
342 �- iI - -- i - 342
j
340 I �— — F- i - - i � I - ( L_�_ � 1 L - i � r 340
L __
INN. 8"W j
{{
338 �� -!-- � � yl-- -- � II � - i �- I - - i - � ,- � 338
336 ---�-- 1 ----INV.leS = - -+ -- -- j --; ;- - y
1 II . i 336
I
334 TII I -- j• 334
332 ! J --. :3. _ - 1 za'0' ---
$--IIN¢ 1s°o -----I - 1--- F ----_-. -. 1._- wY+------- ----
332
- - INSTALL 300 LF +
I
E144
-- 328
�aII� W w 1
326 IN TAU. 70.00 I OF 8" P SEWER ®'', 0.25R ST�RUCT 1H -0.257 w 1--- _i
1 - - -3 ---� �_.-_ � I � — I � -1 326
9+00 10+00 11+00 12+00 13+00 14+00 14+50
(STA. 10+00.00 C.L. TO 13+95.93 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
C1
50040'
121.56'
61.08'
13'55'46"
C2
500.00'
161.39'
81.41'
18'29'40"
UNE TABLE
LINE
BEARING
DISTANCE
U
N 58'3725" W
27.16'
L2
S 03527 W
69.75
L3
N 0'3527° E
3500'
L4
S 254SW E
5298'
L5
S 18'45'16" W
52.40'
L6
S 34'3728" W
61.84'
---------- - — --
\ i
\ i
1
I , J
f \ rl I
1 �I
I 42 43 44
1 � t
Z
®i STR
I r
">\ gx Q�1i 1 �.�Sg• ,�y4_ 9 /8W -SEE
WATER PLANS
+o
Lu
R,Y,
STA 9+46.18,
7yU SiNEq 16.34 LT• <e ss•
v 41 I "s [6 - NOW35'27°E 129.27 _
Q I N& '27"E 6"S
—
}C^
PIANO DRIVE
SEE SHEET 5
– 1 20• 2G
3D' 30'
,I
r �I.
0
p <I W
'i
3ZI
(jlO 1
TTI' 1 5'
_ml j
1
i
p j
e
t
- it II
I �1
{
R I I z
�
5♦w /W I
1 i I �' 36
Y
P 40 20' '
1 z w I d i 30' 30 f
1 $- S'. i W IE j 5 I
/ X39 N I 38 8°w -SEE I 127
WATER PLANS
r ,
� -< I 37
H
1 I I r.
I0
ZUMTHOR COURT PIANOEDRIVE
ET5
SEE SHEET 5
(STA. 10+00.00 C.L. TO 11+29.27 C.L.)
SCALE: 1" = 40' HORIZONTAL
33
34
I
17 35
JYO
346
344
342
340
338
336
334
332
330
328
9+50 10+00 11+00
(STA. 10+00.00 C.L. TO 11+29.27 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
348
346
344
342
340
338
336
334
332
330
328
12+00
/4'
LEGEND:
LEGEND
(CONT.)
I
(CONT.)
LEGEND (CONT.):
FL/EL.
\
f
A.
-
APPROXIMATEKNISH._
-.- - GRAN 0
C JINISHNq
EXISTING SEWER MANHOLE
NOTES
: 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH
CL/C.L.
CENTERUNE
M.H./MH
MANHOLE
®
CONSTRUCT SEWER MANHOLE TYPE "A°
EXISTING SEWER CLEANOUT
i
7)v. 8"w -�
ELEV.
ELEVATION
I
SEWER MANHOLE
-
- - - -
C.O.B.
CITY OF BAKERFIELD
SDMH
STORM DRAIN MANHOLE
I
EXISTING DRAIN MANHOLE
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT
I I
TOP OF MANHOLE
CB
CATCH BASIN
0
CONSTRUCT SEWER CLEANOUT
ELEVATIONS, UNLESS OTHERWISE NOTED.
T.O.C.
TOP OF CLEANOUT
GB
GRADE BREAK
INSTAI 45.00 LF
L (ca
OF 6" PVC'SEWER O +1.00%
CENTERLINE MONUMENT
3) ALL SEWER LATERALS SHALL BE 4" IN SIZE,
EL/ELEV.
9+50 10+00 11+00
(STA. 10+00.00 C.L. TO 11+29.27 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
348
346
344
342
340
338
336
334
332
330
328
12+00
/4'
LEGEND:
LEGEND
(CONT.)
LEGEND
(CONT.)
LEGEND (CONT.):
FL/EL.
ABBREVIATIONS
FLOWLINE
R/W
RIGHT-OF-WAY
s
CONSTRUCT SEWER PER CITY STANDARDS
EXISTING SEWER MANHOLE
NOTES
: 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH
CL/C.L.
CENTERUNE
M.H./MH
MANHOLE
®
CONSTRUCT SEWER MANHOLE TYPE "A°
EXISTING SEWER CLEANOUT
3.5° OPENINGS PER C.O.S. STD. 0-14 UNLESS
OTHERWISE NOTED.
ELEV.
ELEVATION
SMH
SEWER MANHOLE
PER C.O.B. STD. SW -4 AND SW -5.
C.O.B.
CITY OF BAKERFIELD
SDMH
STORM DRAIN MANHOLE
EXISTING DRAIN MANHOLE
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT
T.O.M.
TOP OF MANHOLE
CB
CATCH BASIN
0
CONSTRUCT SEWER CLEANOUT
ELEVATIONS, UNLESS OTHERWISE NOTED.
T.O.C.
TOP OF CLEANOUT
GB
GRADE BREAK
PER C.O.B. STD. SW -6.
Q
CENTERLINE MONUMENT
3) ALL SEWER LATERALS SHALL BE 4" IN SIZE,
EL/ELEV.
ELEVATION
S/W
SIDEWALK
- — -
CENTERLINE
UNLESS OTHERWISE NOTED.
P/L
PROPERTY UNE
FH
FIRE HYDRANT
o
CONSTRUCT STORM DRAIN PER CITY STANDARDS
CONSTRUCTION
NOTES
E.P.
EDGE OF PAVEMENT
D.W.S.
DESIGN WATER SURFACE
- •<•� -� < - -- .--••,
PHASE UNE
EX./EXIST.
EXISTING
XRW
EX. RIGHT-OF-WAY
0
CONSTRUCT STORM DRAIN MANHOLE TYPE "A"
t
PE SADDLE PER C.O.B. STD. STD.CLED D-9 9 AT
CONSTRUCT PIPE
C/G
CURB & GUTTER
CWS
CITY WATER SERVICE
PER C.O.B. STD. SW -4 & SW -5.
---®---------
TRACT BOUNDARY
LOCATIONS CROSSING PIPES WITH LESS
INV.
INVERT
STD.
STANDARD
CONSTRUCT CATCH BASIN TYPE "A"
T.OM. 363.22
TOP OF MANHOLE/TOP OF
THAN 12".
,
SECTION DESIGNATION:
PER C.O.B. STD. D-14.
CLEANOUT ELEVATION
CONSTRUCT TEMPORARY SEWER CLEANOUT AT PHASE
•
Q
BOUNDARY AND REMOVE WITH CONSTRUCTION OF
SECTION LETTER
EXISTING SEWER LINE/�—PIPE
SIZE
SUBSEQUENT PHASE.
EXISTING STORM DRAIN LINE
8"S—UTILITY:
O
REMOVE CAP & CONNECT TO EXISTING STORM DRAIN/ SCALE: 1" = 40'
Know what's below.
W -WATER
S -SEWER
SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF 40' 20' o' 40' Bo'
2
G -GAS
D -DRAIN
UCPRIOR TO
EXISAND¶NOTIFYNG OENG OFE
Call before you dig.
SHEET WHERE SECTION IS SHOWN
NEER ANY DISCREPANCIES.
®
CONSTRUCT TEMPORARY CMP RISER FOR SURFACE DRAINAGE
1.2-7335 Ph 1 - 3
OF PHASE 1 AND REMOVE AND CONSTURCT MANHOLE
WITH PHASE 2. SEE DETAIL ON SHEET "5"
CITY RECORDS NO:
0
N
b
ull
344
342
340
338
336
334
332
330
328
SUMP
SEE SHEET 2
7
6' BLOCK WALL
PER SEPERATE
PLANS
EXISTING .DRILL SITE
(NOT A PART) p{
R/W
L N N
+--
29 WATER
WELL NCO'3554°E 98S 255.92' f °°
SITE_+— _
78'D L7 / o S00' '54'W leb 83. 11+00 _ 12+130—_ I_ °
i
ISD L2 FL I`
12+00
p
Yj � II l
N pi I A
x
SCALE: 1" = 40' HORIZONTAL
OF EXISTING SEWER/STORM DRAIN PRIOR TO
Fl I. GRAD
FLOWLINE
R/W
WATER
PIPE
CENTERLINE
M.H./MH
MANHOLE
z"
N y
SMH
CONSTRUCTION AND NOTIFY THE ENGINEER OF
ANY DISCREPANCIES.
o
B
�
)
\ J4
w;..:.
• -_
(
m
T.O.C.
6' BLOCK WALL
PER SEPERATE
PLANS
EXISTING .DRILL SITE
(NOT A PART) p{
R/W
L N N
+--
29 WATER
WELL NCO'3554°E 98S 255.92' f °°
SITE_+— _
78'D L7 / o S00' '54'W leb 83. 11+00 _ 12+130—_ I_ °
i
ISD L2 FL I`
R/W
Fri
W
r
N
CQ 1
H
50F 1 O Z O
M i
49
A � �C \ TER PLANS 1 ro g + r o a �"
*CONNECT TO EASRNG SEWER/STORMSTORM DRAIN. S ST10 WA
Op
CONTRACTOR TO VERIFY LOCATION AND INVERT ° \ \. Ta gx 00 CL \ R/W q 1 o ' &
12+00
e
PROXIMATE
x
SCALE: 1" = 40' HORIZONTAL
OF EXISTING SEWER/STORM DRAIN PRIOR TO
Fl I. GRAD
FLOWLINE
R/W
WATER
PIPE
CENTERLINE
M.H./MH
MANHOLE
z"
N y
SMH
CONSTRUCTION AND NOTIFY THE ENGINEER OF
ANY DISCREPANCIES.
28 WELL
B
_
)
\ J4
w;..:.
• -_
(
CATCH BASIN
T.O.C.
TOP OF CLEANOUT
GB
SITE
EL/ELEV.
ELEVATION
S/W
SIDEWALK
PA
o
_--
o
'
I
i
�
I
NV. S°S
9+46-61
XRW
EX. RIGHT-OF-WAY
i
JJy�
w
CITY WATER SERVICE
.t
z
rI
I
334
J
344
0
UJ Z
SECnON LETTER
�
o
WITH PHASE 2. SEE DETAIL ON SHEET "5"
LU i
co j3
1
fXIMATE
+�ppE
1
Iff. TALL 145.0d
LF OF 6° I vC SEIVER O 100%
ABO
1
m
N0035W4
B'S 147.43'
1_ 8'S
1
SEC RON IS SHOWN
342
<B
w
p
J�I
8
PVC
----H-
1 N
I
I C
I •O
340
O�
CWIS
UCT NTH ASE
o
b
N009
418.32' 14100
.
�^
W
Z
o
+
—
I
336
NV~i2S
�
I
I
�
334
�,:
�\ N00'3527°E
N
EV
m
27
I
FL
--------I
o
I
I
1
N
II
i.d
Ws
/ 4-^_
'
2
WATER PLANS
I10
R/W
Fri
W
r
N
CQ 1
H
50F 1 O Z O
M i
49
A � �C \ TER PLANS 1 ro g + r o a �"
*CONNECT TO EASRNG SEWER/STORMSTORM DRAIN. S ST10 WA
Op
CONTRACTOR TO VERIFY LOCATION AND INVERT ° \ \. Ta gx 00 CL \ R/W q 1 o ' &
FUTURE PARK SITE
(NOT A PART)
I8"W-SEE 1
20' -21Y WATER PLANS 1
30' 30'
I 28 I
26 ' s f 1 ---------
j
IADRI
SEESHEET 7 VE JAYDYN LANE
EE H
(STA. 10+00.00 C.L. TO 14+18.32 C.L.)
SCALE: 1" = 40' HORIZONTAL
... -
12+00
e
PROXIMATE
x
SCALE: 1" = 40' HORIZONTAL
OF EXISTING SEWER/STORM DRAIN PRIOR TO
Fl I. GRAD
FLOWLINE
R/W
RIGHT-OF-WAY
PIPE
CENTERLINE
M.H./MH
MANHOLE
z"
N y
SMH
CONSTRUCTION AND NOTIFY THE ENGINEER OF
ANY DISCREPANCIES.
!
B
STORM DRAIN MANHOLE
)
\ J4
w;..:.
• -_
CB
CATCH BASIN
T.O.C.
TOP OF CLEANOUT
GB
GRADE BREAK
EL/ELEV.
ELEVATION
S/W
SIDEWALK
PA
PROPERTY LINE
_--
FIRE HYDRANT
E.P.
I
i
�
DESIGN WATER SURFACE
NV. S°S
9+46-61
XRW
EX. RIGHT-OF-WAY
I
CURB & GUTTER
w
CITY WATER SERVICE
m
3z I
ISFA
STANDARD
334
SECTION DESIGNATION:
344
0
UJ Z
SECnON LETTER
�
o
WITH PHASE 2. SEE DETAIL ON SHEET "5"
LU i
co j3
1
fXIMATE
+�ppE
1
Iff. TALL 145.0d
LF OF 6° I vC SEIVER O 100%
ABO
1
m
N0035W4
B'S 147.43'
1_ 8'S
1
SEC RON IS SHOWN
342
<B
w
p
J�I
8
PVC
----H-
-08.32'
!
_E,
® -D.25s
340
f
CWIS
UCT NTH ASE
o
b
N009
418.32' 14100
.
--I----_
15+00
336
o
—
Cal before you dig.
336
TIE
I
I
�
334
�,:
�\ N00'3527°E
1.2-7335 Ph 1 — 3
rz
II
FL
B W SEE
I
Ws
/ 4-^_
'
WATER PLANS
- 330
o
r;
--1 328
z Z 0
d •' yg5,
-,, .
FUTURE PARK SITE
(NOT A PART)
I8"W-SEE 1
20' -21Y WATER PLANS 1
30' 30'
I 28 I
26 ' s f 1 ---------
j
IADRI
SEESHEET 7 VE JAYDYN LANE
EE H
(STA. 10+00.00 C.L. TO 14+18.32 C.L.)
SCALE: 1" = 40' HORIZONTAL
... -
12+00
-
PROXIMATE
ABBREVIATIONS
SCALE: 1" = 40' HORIZONTAL
LEGEND
Fl I. GRAD
FLOWLINE
R/W
RIGHT-OF-WAY
PIPE
CENTERLINE
M.H./MH
MANHOLE
ELEV.
ELEVATION
SMH
SEWER MANHOLE
C.O.B.
!
SDMH
STORM DRAIN MANHOLE
T.O.M.
TOP OF MANHOLE
CB
CATCH BASIN
T.O.C.
TOP OF CLEANOUT
GB
GRADE BREAK
EL/ELEV.
ELEVATION
S/W
SIDEWALK
PA
PROPERTY LINE
_--
FIRE HYDRANT
E.P.
I
i
�
DESIGN WATER SURFACE
NV. S°S
i
XRW
EX. RIGHT-OF-WAY
I
CURB & GUTTER
w
CITY WATER SERVICE
m
3z I
STD.
STANDARD
334
SECTION DESIGNATION:
344
0
UJ Z
SECnON LETTER
�
o
WITH PHASE 2. SEE DETAIL ON SHEET "5"
LU i
co j3
1
fXIMATE
+�ppE
1
Iff. TALL 145.0d
LF OF 6° I vC SEIVER O 100%
ABO
1
m
PIPE�,
Il
2
SHEETtIfilf
SEC RON IS SHOWN
342
INSTALL ' rc
w
p
J�I
8
PVC
SEVO
!
® -D.25s
340
'I
CWIS
UCT NTH ASE
326
�F1 SECTION
11 SCALE: 1- = 40' HORIZ.
1" = 4' VERT.
Lsa
R/W
PIANO DRIVE
SEE SHEET 5
ail I.1
a*" 1
20' 20 27
28' 1
5 I
i+ I
= 28
n I
s
o+ I I < 1
29
30
.
lij
m_ LL' / Z N 1'-1l —
L-jv 1 5 m I �— N�I Fyl 3a z n
�z 'O
TY 4
h
352 of 15" 0 12 AF.- r --- grnLE e3.z--r---- -- — -----T
3N
o 1
RCP
j -N---
1 (CONSTRUCT z 18'� RGJ-RCP
35O LCONIIRUCT a �(Cfk15TRUCT WITH
Y91T1 PHASE i)
348 -
344 346 .... _. �', -------
342
- �
342 344- H
� (GRADE o, o ' � � __. __- _.__ ..__..��,:— '-- __. - •'�ry --- /'I APPRox9AAc:Ef�+'IENRUNE: ,
340 3421
338 340 --- 1 t--- 1 - - -- -- - -- - - --
336 338
i-- t
' 3I
334 336 -�- INi 6°S
I
I N
a-_ I I . 4' 3 a i INS. 8's _ _\INV. EIL 8"5 !
332 334 _ _ II '� - r-- --�- Il _ -- -, m --
I I
m m
330 332
iK g
-
INV. 1p 0 m n "K1 `rX 19„K'i
328 330
326 328
326 _- -- NST 255.CIXd$IRUCT8M11H SEWER )4 0.25% _ INSTALL 147(3 LF OF 8° Pt PHASE 3) 0. 5>6
PHASE 3 T WITH PHASE 3 ml l
324 L - L -L---
10+00 -
9+50
10+00
LEGEND:
12+00
-
(STA. 10+00.00 C.L. TO 14+18.32 C.L.)
ABBREVIATIONS
SCALE: 1" = 40' HORIZONTAL
LEGEND
FL/F.L
FLOWLINE
R/W
RIGHT-OF-WAY
CL/C.L.
CENTERLINE
M.H./MH
MANHOLE
ELEV.
ELEVATION
SMH
SEWER MANHOLE
C.O.B.
CITY OF BAKERFIELD
SDMH
STORM DRAIN MANHOLE
T.O.M.
TOP OF MANHOLE
CB
CATCH BASIN
T.O.C.
TOP OF CLEANOUT
GB
GRADE BREAK
EL/ELEV.
ELEVATION
S/W
SIDEWALK
PA
PROPERTY LINE
FH
FIRE HYDRANT
E.P.
EDGE OF PAVEMENT
D.W.S.
DESIGN WATER SURFACE
EX./EXIST.
EXISTING
XRW
EX. RIGHT-OF-WAY
C/G
CURB & GUTTER
CWS
CITY WATER SERVICE
INV.
INVERT
STD.
STANDARD
334
SECTION DESIGNATION:
344
0
UJ Z
SECnON LETTER
�
o
WITH PHASE 2. SEE DETAIL ON SHEET "5"
LU i
co j3
1
fXIMATE
+�ppE
1
Iff. TALL 145.0d
LF OF 6° I vC SEIVER O 100%
ABO
1
m
PIPE�,
Il
2
SHEETtIfilf
SEC RON IS SHOWN
342
342
11+00
12+00
-
(STA. 10+00.00 C.L. TO 14+18.32 C.L.)
LI
SCALE: 1" = 40' HORIZONTAL
LEGEND
(CONT.): SCALE: i" = 4' VERTICAL
s
CONSTRUCT SEWER PER CITY STANDARDS
®
CONSTRUCT SEWER MANHOLE TYPE "A"
-----� ----
PER C.O.B. STD. SW -4 AND SW -5.
0
CONSTRUCT SEWER CLEANOUT
L5
PER C.O.B. STD. SW -6.
5298'
CONSTRUCT STORM DRAIN PER CITY STANDARDS
-- o
0
CONSTRUCT STORM DRAIN MANHOLE TYPE "A"
S 3491'28" W
PER C.O.B. STD. SW -4 & SW -5.
�{a
L
CONSTRUCT CATCH BASIN TYPE "A"
25.42'
PER C.O.B. STD. D-14.
_-- -
EXISTING SEWER UNE
-- --- ----
EXISTING STORM DRAIN LINE
13+00 14+00
LEGEND (CONT.
-
EXISTING SEWER MANHOLE
-
EXISTING SEWER CLEANOUT
LI
EXISTING DRAIN MANHOLE
p
CENTERLINE MONUMENT
N 89'24'06' W
CENTERLINE
-b -- •_ • <
PHASE LINE
-----� ----
TRACT BOUNDARY
10 M 363.22
TOP OF MANHOLE/TOP OF
L5
CLEANOUT ELEVATION
—PIPE SIZE
B"S—UTIUTY:
W—WATER S—SEWER
G—GAS D—DRAIN
14+
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
75
LINE TABLE
UNE
BEARING
DISTANCE
LI
N 0'35'53' E
4433
L2
N 89'24'06' W
10.42'
L3
S 899229° W
35.92'
L4
S 8924.08" E
25.00'
L5
S 25'43'04" E
5298'
L6
S 20'58'22° W
5263'
L7
S 3491'28" W
61.84'
LB
N 8924'33' W
25.42'
L9
N 8924'.;3" W
15.42'
,'I
N O'35'2T E
4276'
354
352
350
348
346
344
342
340
338
336
334
332
330
/ � I `.• 1- tV NI Z CS I.SI I g+=
1 / I ili'J N
47
^a
46 I _ �m� -----
I
w l
� I 1
U
5 1
---------- 45 aSEE '
WATER PLANS
20' 20'
30' 30' I
I I
SECTION
11 SCALE: 1" = 40' HORIZ.
1" = 4' VERT.
354
352
350
348
346
344
342
340
338
336
334
332
330
352
350
348
346
344
342
340
338
336
334
332
330
328
VENTURI COURT SEE SHEET
(STA. 10+00.00 C.L. TO 11+29.27 C.L.)
SCALE: i" = 40' HORIZONTAL
32
rn
- 14
..,
o
M
�
m
M
3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS
AI•PRoxl
Q
OTHERWISE NOTED.
N)
GRADE CENTERLINE
L—
d
O
oU a
o
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0
3) ALL SEWER LATERALS SHALL BE 4" IN SIZE,
344
.♦1.nw
a' ryim 2J
UNLESS OTHERWISE NOTED.
<
Q J
i•
1
3
- 350
t —� •-�-
INV !
-- I 6'w I
W U M
340
�
g
i n
gT
S 0 P
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I
._
W r0
338
SUBSEQUENT PHASE.
11
in.
O
d
it
mm
346
N
IN 1801 .Im
EXISTING STORM DRAIN/SEWER PRIOR TO CONSTRUCTION
r
m
334
®
344
0
UJ Z
OF PHASE 1 AND REMOVE AND CONSTURCT MANHOLE
�
o
,I 352
-
�I
- 14
..,
NOTES
---—
NS42j76 LF OF 1
RGJ
I RGJ-RCP O 0708 I ,
(CONSTRUCT WITH PHASE 2) n 4 4
W? W
348
W W
I
3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS
AI•PRoxl
N W W
OTHERWISE NOTED.
N)
GRADE CENTERLINE
L—
�Nti
/�
__
ELEVATIONS, UNLESS OTHERWISE NOTED.
�'r*i3
3) ALL SEWER LATERALS SHALL BE 4" IN SIZE,
344
.♦1.nw
a' ryim 2J
UNLESS OTHERWISE NOTED.
<
L—
i•
1
Q
- 350
t —� •-�-
INV !
-- I 6'w I
-
340
THAN 12".
g
i n
CONSTRUCT TEMPORARY SEWER CLEANOUT AT PHASE
348
I
._
BOUNDARY AND REMOVE WITH CONSTRUCTION OF
338
SUBSEQUENT PHASE.
11
in.
O
d
it
mm
346
SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF
IN 1801 .Im
EXISTING STORM DRAIN/SEWER PRIOR TO CONSTRUCTION
r
AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
334
®
344
0
UJ Z
OF PHASE 1 AND REMOVE AND CONSTURCT MANHOLE
�
o
WITH PHASE 2. SEE DETAIL ON SHEET "5"
LU i
co j3
1
fXIMATE
+�ppE
1
Iff. TALL 145.0d
LF OF 6° I vC SEIVER O 100%
ABO
1
m
PIPE�,
Il
I
Q
342
342
w
p
J�I
y
Nv
I
340
340
3
1338
338
336
Know whafs below.
Cal before you dig.
336
TIE
334
1.2-7335 Ph 1 — 3
rz
II
j 334
332
~
- 330
--1 328
z Z 0
a
- 14
..,
NOTES
---—
NS42j76 LF OF 1
RGJ
I RGJ-RCP O 0708 I ,
(CONSTRUCT WITH PHASE 2) n 4 4
W? W
348
W W
I
3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS
AI•PRoxl
N W W
OTHERWISE NOTED.
N)
GRADE CENTERLINE
L—
�Nti
/�
__
ELEVATIONS, UNLESS OTHERWISE NOTED.
�'r*i3
3) ALL SEWER LATERALS SHALL BE 4" IN SIZE,
344
.♦1.nw
a' ryim 2J
UNLESS OTHERWISE NOTED.
<
L—
i•
1
Q
CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT
t —� •-�-
INV !
-- I 6'w I
-
340
THAN 12".
g
i n
CONSTRUCT TEMPORARY SEWER CLEANOUT AT PHASE
L B'S
I
._
BOUNDARY AND REMOVE WITH CONSTRUCTION OF
338
SUBSEQUENT PHASE.
11
in.
O
d
it
mm
t,
SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF
IN 1801 .Im
EXISTING STORM DRAIN/SEWER PRIOR TO CONSTRUCTION
r
AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
334
®
CONSTRUCT TEMPORARY CMP RISER FOR SURFACE DRAINAGE
»
UJ Z
OF PHASE 1 AND REMOVE AND CONSTURCT MANHOLE
�
o
WITH PHASE 2. SEE DETAIL ON SHEET "5"
LU i
co j3
1
fXIMATE
+�ppE
1
Iff. TALL 145.0d
LF OF 6° I vC SEIVER O 100%
ABO
1
m
PIPE�,
Il
I
Q
9+50 10+00 11+00
(STA. 10+00.00 C.L. TO 11+29.27 C.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
INSTALL 15.42 LF OF INSTALL 25.42 LF OF 18"
352
— SECTION
it SCALE: 1" = 4VER
1" = 4'' VERT.
LEGEND (CONT.).
350
NOTES
: 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH
348
—(Gars�auGT vni
PHASE
3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS
—,
OTHERWISE NOTED.
N)
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT
346
__
ELEVATIONS, UNLESS OTHERWISE NOTED.
�'r*i3
3) ALL SEWER LATERALS SHALL BE 4" IN SIZE,
344
.♦1.nw
a' ryim 2J
UNLESS OTHERWISE NOTED.
<
CONSTRUCTION NOTES
342
Q
CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT
=
a W
LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS
340
THAN 12".
g
CONSTRUCT TEMPORARY SEWER CLEANOUT AT PHASE
J
Q
BOUNDARY AND REMOVE WITH CONSTRUCTION OF
338
SUBSEQUENT PHASE.
11
in.
O
REMOVE CAP & CONNECT TO EXISTING STORM DRAIN/
336
t,
SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF
us Q
EXISTING STORM DRAIN/SEWER PRIOR TO CONSTRUCTION
r
AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
334
®
CONSTRUCT TEMPORARY CMP RISER FOR SURFACE DRAINAGE
m
UJ Z
OF PHASE 1 AND REMOVE AND CONSTURCT MANHOLE
�
o
WITH PHASE 2. SEE DETAIL ON SHEET "5"
LU i
co j3
— SECTION
it SCALE: 1" = 4VER
1" = 4'' VERT.
I8 K6 -I V J.MA
I KUJ-KL 4 U.IR
—(Gars�auGT vni
PHASE
seT- vnnf+�ryasE
—,
N)
z
__
w..
'�
�'r*i3
�3 I
.♦1.nw
a' ryim 2J
w3a nl°'eo
<
�dry9 `o I
W
=
a W
352
d
g
J
r
M
O �!
350
11
in.
348
t,
us Q
'w
r
346
40' 20' 0' 40' 80'
7
m
UJ Z
�
o
I,
LU i
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1
fXIMATE
+�ppE
1
ABO
1
m
PIPE�,
Il
I
Q
342
J�I
y
Nv
I
340
i
— SECTION
it SCALE: 1" = 4VER
1" = 4'' VERT.
CITY RECORDS NO:
12+00
z
<
Ge Z
W
=
a W
352
d
g
J
r
M
O �!
350
348
us Q
SCALE: 1" = 40'
r
346
40' 20' 0' 40' 80'
7
m
UJ Z
o
LU i
co j3
344
�
Q
342
y
340
i
3
338
336
Know whafs below.
Cal before you dig.
334
1.2-7335 Ph 1 — 3
rz
II
CITY RECORDS NO: