HomeMy WebLinkAbout6.2-620ENGINEER'S STA TEMENT
THESE PLANS AND SPECIFICA TIONS WERE PREPARED BY ME OR UNDER MY DIRECTION, AND TO
THE BEST OF MY KNOWLEDGE AND BELIEF COMPL Y WITH CITY OF BAKERSFIELD ORDINANCES,
STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE
ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLA TIONS OF
THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION
SHALL BE CORRECTED.
APPROVED BY- ROBERT T. SWANSON
R. C.E. 43032 (EXP. 03/31 /18)
APPROVED BY- PUBLIC WORKS DIRECTOR
NICOLAS FIDLER
R. C.E. 61069 (EXP. 12/31 /18)
IWA
0
A SSIS TAN T PUBLIC WORKS DIRECTOR
DA TE
m
NOTE' 1. 24 HOUR INSPECTION NOTICE - PRIOR TO THE START OF ANY PHASE OF
CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT
LEAST 24 HOURS NOTICE. THE SECTION MA Y BE NOTIFIED A T (661) 326-3049.
2. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF
THE DE VELOPERISUBD1 UIDER/CONTRA CTOR. THE NUMBER AND LOCA TION OF
REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
GENERAL NO TES
1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LATEST EDITION, AND
STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF.
2. ALL CONSTRUCTION WI THIN THE CITY RIGHT -OF -AA Y OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF
BAKERSFIELD STANDARDS AND STA 7F OF CALIFORNIA, DEPARTMENT OF IRA NSPORTA TION STANDARD SPECIFICA TIONS,
LATEST EDITION. THESE STANDARDS, DRAWINGS, AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS
AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE.
J THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION AN OPEN STREET
PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING,
ACCEPTED STREET RIGHT OF -WA Y. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY 8A SED ON AN
APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY AND INSURANCE,
AS REQUIRED, SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT.
4. 24 HOUR NOTICE- PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT-OF-WAY,
THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION SECTION 24 HOURS NOTICE,• THE SECTION MA Y
BE NOTIFIED AT (661) 326-3049.
5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, OA TA, AND MEASUREMENTS A T THE BUILDING S1 IF
PRIOR TO CONS TRUC77ON. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON (NESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS. SWANSON ENGINEERING, INC., MUST BE N077FIED OF ANY VARIA TIONS FROM
THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.
6. EXISTING UTILITY AND UNDERGROUND LINES HA VE BEEN SHOWN ON THIS PLAN ACCORDING TO A VAILABLE RECORDS.
THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR 1S RESPONSIBLE FOR
VERIFICA77ON OF THE LOCA 77ON AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING ANY WORK. UNDERGROUND
SERVICE ALERT SHALL BE CONTACTED A T LEAST TWO WORKING DA YS PRIOR TO ANY CONS TRUC77ON OR
EXCA VA TION (U. 5 A. - 1-800-227-2600)
7. ANY EXISTING IMPROVEMENTS OR UTIL I77ES THAT ARE REMOVED, DAMAGED, UNDERCUT BY CONTRACTOR'S
OPERA TIONS, OR DO NOT MEET CURRENT CITY OF BAKERSFIELD STANDARDS SHALL BE REPAIRED OR REPLACED A T
THE CONTRACTOR'S EXPENSE, AS DIREC7E0 BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY.
8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF
THE 0W AISR OR CON 7RACTOR TO NO77FY THE ENGINEER IMMEDIA TEL Y PRIOR TO ANY FURTHER WORK.
9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MA TERIALS, TOOLS, EQUIPMENT, AND SUPERVISION NECESSARY FOR
A COMPLETE AND FUNCTIONAL PRODUCT,
10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OF DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE
DRAWNGS AND SPECIFICA77ONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN
ACCEPTABLE MANNER, AND NO COMPENSA TION WILL BE ALLOWED FOR SUCH CORRECTION.
11. THE CONTRACTOR AGREES THA T HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILI TY FOR J08 SITE
CONDITIONS DURING THE COURSE OF CONS 7RUCTION OF THIS PROJECT, INCLUDING EROSION, SEDIMENTATION, ANO
DUST CONTROL PLAN, STORM WA TER POLLUTION PREVENTION PLAN IMPLEMENTA TION, AND THE SAFETY OF ALL
PERSONS AND PROPERTY,• THAT THIS REQUIREMENT SHALL APPL Y CON TINUOUSL Y AND NOT BE LIMITED TO NORMAL
WORKING HOURS,• AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE
ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE
OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR
THE ENCINEER.
12. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWNGS AND SPECIFICA77ONS OR
FINDS DISCREPANCIES IN OR OMISSIONS FROM THE ORAWMNGS, HE SHALL SUBMIT A WRIT7FN REQUEST FOR AN
INTERPRETATION OR A CORREC77ON THEREOF, PRIOR TO COMMENCING CONSTRUC77ON.
13. SWANSON ENGINEERING, INC., WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF
THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY SWANSON
ENGINEERING, INC.
14. COMPAC77ON TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED
TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
BAKERSFIELD,
1
,,A,.,
KEY MAP °
SCALE. 1 "--200
GENERAL
1. CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT, AND
SUPERVISION NECESSARY TO COMPLETE INS TALLA TION.
1W ' A
1. MA 7FRIAL5 - PIPE ANO FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT
ASTM SPECIFICA 77ON D-3034 FOR SOR35 PVC. PIPE AND FITTINGS SHALL BE
HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS, OR
OTHER INJURIOUS DEFECTS.
2 JOINTS - USE ONL Y ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE
IN ACCORDANCE WI TH THE MANUFACTURER'S RECOMMENDA 77ONS. WHERE PVC PIPE CONNECTS
TO VCP PIPE, USE ONL Y COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD.
J INSTALLATION - PIPE ANO FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE
CURRENT ASTM SPECIFICA 770N D-2321. ONL Y CLASS I AND II EMBEDMENT MA TERIALS WILL
BE CONSIDERED SUITABLE
SYSTEM TES77NG
1. A PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE WNI TH THE
Cl TY OF BAKERSFIELD SUBDI VISION DESIGN MANUAL ANO THE RECOMMENOA TIONS OF THE
MANUFACTURER.
MISCELLANEOUS
SHEET INDEX
CO VER SHEET
® COFFEE ROAD
(26+25.00 TO 33+25.55)
® COFFEE ROAD
(19+77.55 TO 26+25.00)
® DOWNING A VENUE
�L HAGEIIMAN
I
4 < 1 <C
� U 2�
ROSE LE HWY.
;I3�..i�
�.._ 22-.._5 - 2
.............................................. .__
2.
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:L1[..._ .__
- 1 ..::.......::.�:::.--.:.. :::.::.:::.:::... ............
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36
31
TRAFFIC CONTROL NOT
CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO BE APPROVED
BY THE CITY TRAFFIC ENGINEER PRIOR TO OBTAINING THE STREET PERMIT.
1. WYE FITTINGS SHALL BE INJECTION MOLDED IN-LINE TYPE AND SHALL BE USED FOR ALL
LA TERAL CONNECTIONS
2 ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLAS77C PLUG, SOL VENT WELDED.
3. WATER JETTING AND FLOODING SHALL NOT BE USED FOR BACKFILL COMPACTION.
4. UNDERGROUND SERVICE ALERT (USA) SHALL BE N077FIED A T LEAST 2 WORKING DA YS
BEFORE CONS7RUCTION. TELEPHONE (1-800-642-2444)
5. CONTRACTOR TO CALL FOR USA LOCA TE ANO POTHOLE ALL MARKED UT1LI77ES INA T
CROSS OR ARE WI THIN 5' HORIZONTAL DISTANCE OF SEWER ANO STORM DRAIN LINES.
VER77CAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD
OF ANY EXCA VA TIONS TO VERIFY TNA T THE PROPOSED DESIGN DOES NOT CONFLICT WTH
ANY U77LI77ES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE N077FIED IN
ORDER TO REDESIGN THE ALIGNMENT IF RELOCA TION OF EXISTING U77LI77ES IS DEEMED
NECESSARY, THE CONTRACTOR SHALL BE COMPENSA TED FOR INSTRUCTED REL OCA TION IF
REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE, OR EXCA VA TION THE
CONTRACTOR SHALL BE COMPENSA TED FOR REVISION. IN THE EVENT A U77LI TY IS DAMAGED,
THE CONTRACTOR SHALL BE WHOLL Y RESPONSI8LE FOR ITS REPAIR.
6. CONTRACTOR SHALL VERIFY LOCA TIONS ANO ELEVA 77ONS OF EXISTING SEWER ANO STORM
DRAIN LINES TNA T THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING ANY DISCREPANCIES
SHALL BE REPORTED TO THE ENGINEER SO TKA T ANY NECESSARY ADJUSTMENTS MA Y BE
MADE. UTIL I TIES SHALL BE THOROUGHL Y RESEARCHED ANO LOCA TED BY THE CONTRACTOR
PRIOR '70 TRENCHING CROSSING UTILITIES SHALL BE DA PLIGHTED AND CHECKED FOR GRADE
BY THE CONTRACTOR PRIOR TO TRENCHING
CITY OF BAKERSFIELD STANDARD PLATES
1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS
(CONTRACTOR TO OBTAIN LA TEST EDI TION THEREOF 10-26--89, UNLESS OTHERWISE NOTED)
CITY STD. NO. DESCRIPTION
® SW -1 SEWER LA TERAL MARKER ® ST -6 PA VEMENT PA TCHES
® SW -4 TYPE A' SEWER MANHOLE ® ST -22 TRENCH BACKFILL & COMPACTION REQUIREMENTS
® SW -5 MANHOLE FRAMES AND COVERS
3 3
34�
4 i3
VICINI TY MAP
N. T.S.
14
PROJECT SITE
CHISELED SOUARE IN THE TOP OF CURB AT THE EAST END OF THE
SOUTHEAST CURB RETURN AT THE INTERSECTION OF COFFEE ROAD
AND HAGEM4N ROAD PER TRACT 5891 PER P.M. 10854: STREET
IMPROVEMENT PLANS BY PINNACLE ENGINEERING.
ELEVATION = 391.13' (CITY DATUM)
B A S I S u" F EIE A R I N G`E'
THE BEARING OF N89°46'OO V ALONG THE NORTH LINE OF THE
SALES MAP ALSO BEING THE CENTERLINE OF DOWNING AVENUE
BETWEEN FOUND SALES MAP CORNERS (RS 05-103) WAS TAKEN AS
THE BASIS OF BEARINGS SHOWN HEREON
LEGAL i
PTION
A PORTION OF SECTION 21, T 29S, R. 27E.
7915 DOWNING AVENUE
APN
452-050-02, 04, 05, 06
UTILITY NOTE.'
NOT ALL UTILITIES WERE LOCATED ON THIS PLAN. THE
ENGINEER ASSUMES NO RESP0981UTY FOR UNDERGROUND
UTILITIES OR FACIL171ES NOT SHOWN ON 7HEZ PLANS, OR
FOR INFORMATTOW OBTAINED FROM 01175/DE SOURCES
(UNDERGROUND LINES ARE SHOWN PER RECORD PLANS).
CONTRACTOR SHALL CONTACT ALL COMPANIES W11H
UNDERGROUND FACILITIES PRIOR TO GROUND DIS7UR8ANCE TO
VERIFY EXACT LOCATION AND DEPTH OF ALL UNDERGROUND
FACILITIES AND UTTUAES USA 1-800-642-2444
NOTE.' ALL WORK /N CITY R/W
SHALL BE DONE UNDER AN
OPEN STREET PERMIT
MA TERIALS LIST
ESTIMA TED QUA NTI TIES, NOT TO BE USED
FOR BIDDING PURPOSES.
1 F
4�
4" PVC SEWER
30 LF
6" PVC SEWER
27 LF
10" PVC SEINER
1,298 LF
8" PVC SEWER
694 IF
MANHOLE
7 EA
TIE-IN TO EXISTING SEWER
I EA
SAWCUT
1815 LF
6.2-620
Cl TY RECORDS NO: .
1 F
4�
cj
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N
400
399
398
397
396
395
394
191
392
391
390
389
388
387
386
385
384
181
382
381
CITY OF BAKERFIELD
28*00
E —s ss ss
R L
,
NOTES
1. CONTRACTOR TO CALL USA LOCATE
AND VERIFY ALL U771177ES PRIOR
TO CONS7RUC770N, AND N077FY ENGINEER
OF ANY DISCREPANCIES
2 CONTRACTOR TO VERIFY ALL DIMENSIONS
AND NOTIFY ENGINEER OF ANY DISCREPANCIES
OR CHANGES TO DESIGN PRIOR TO CONSWC770N
J GRIND REMAINDER Of - NO 1 LANE 0.15' AND
OW5RtA Y DURING FINAL LIFT OF RE -PA WING
CITY OF
COUNTY OF
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BAKERSFIELD
KERN
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CITY OF BAKERFIELD
28*00
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,
NOTES
1. CONTRACTOR TO CALL USA LOCATE
AND VERIFY ALL U771177ES PRIOR
TO CONS7RUC770N, AND N077FY ENGINEER
OF ANY DISCREPANCIES
2 CONTRACTOR TO VERIFY ALL DIMENSIONS
AND NOTIFY ENGINEER OF ANY DISCREPANCIES
OR CHANGES TO DESIGN PRIOR TO CONSWC770N
J GRIND REMAINDER Of - NO 1 LANE 0.15' AND
OW5RtA Y DURING FINAL LIFT OF RE -PA WING
MEDIAN
CURB
.f
SHORING, VERIFY
VERIFY I
71
PROPOSED SA WCU T,
LIMIT OF EXCA VA TION
W44WINM
PROPOSED SA WCUT,
LIMIT OF EXCA VA /70N
-'— (N) 10*q SEWER
SEWER INSTALLATION SECTION
+............... ............ . ... .......... ..... . .. ....
................
"; . .. ............. .......
.................. ......
..........
..........
L11ST11V6 CURB OTTL
AND 51DEWA'11,
COON TY OF KERN
COFFEE
ROA
(S TA TION 26125.00 TO 33+25.55)
(E) GAS
(E) ELEC
\_ (E) 18 WA TER MAIN
CONSTRUCTION LEGEND
INS TA L L SEWER MA NH OL E PER C.O.B. STD. SW -4;
FRAMES
W -4, -
FRAMES AND COVERS SHALL BE PER C.O.B. STD. SW -5.
SS INSTALL SEWER MAIN PER C.O.B. STANDARDS.
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SA WCU T AND PA TCH PER C. 0. B. DETAIL ST -6
AND AS DIRECTED BY THE CITY ENGINEER
. . . . . . . . . . ....
............ .
CITY LIMITS00
J2+00
S SS ss
----400--t.F 10" ss 0 0.201011,
-
N 0070 57" W N 0070,'
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SCAM HORIZONTAL I jo
VERTICAL I ;) J;
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NOTE- VERIFY EXISTING t OCA 77ON AND EtEVA 77ON
IN THE FIELD PRIOR TO COMMENCING
CON57RUC77ON AND N077FY THE ENGINEER OF
ANY DISCREPANCIES, ENGINEER SHALL SUBMIT
REVISED PIANS IF EtEVA 77ON CHANGES
6.2-620
Cl TY RECORDS NO:
CITY OF
COUNTY OF
q
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KERN
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MEDIAN
CURB
.f
SHORING, VERIFY
VERIFY I
71
PROPOSED SA WCU T,
LIMIT OF EXCA VA TION
W44WINM
PROPOSED SA WCUT,
LIMIT OF EXCA VA /70N
-'— (N) 10*q SEWER
SEWER INSTALLATION SECTION
+............... ............ . ... .......... ..... . .. ....
................
"; . .. ............. .......
.................. ......
..........
..........
L11ST11V6 CURB OTTL
AND 51DEWA'11,
COON TY OF KERN
COFFEE
ROA
(S TA TION 26125.00 TO 33+25.55)
(E) GAS
(E) ELEC
\_ (E) 18 WA TER MAIN
CONSTRUCTION LEGEND
INS TA L L SEWER MA NH OL E PER C.O.B. STD. SW -4;
FRAMES
W -4, -
FRAMES AND COVERS SHALL BE PER C.O.B. STD. SW -5.
SS INSTALL SEWER MAIN PER C.O.B. STANDARDS.
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SA WCU T AND PA TCH PER C. 0. B. DETAIL ST -6
AND AS DIRECTED BY THE CITY ENGINEER
. . . . . . . . . . ....
............ .
CITY LIMITS00
J2+00
S SS ss
----400--t.F 10" ss 0 0.201011,
-
N 0070 57" W N 0070,'
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NOTE- VERIFY EXISTING t OCA 77ON AND EtEVA 77ON
IN THE FIELD PRIOR TO COMMENCING
CON57RUC77ON AND N077FY THE ENGINEER OF
ANY DISCREPANCIES, ENGINEER SHALL SUBMIT
REVISED PIANS IF EtEVA 77ON CHANGES
6.2-620
Cl TY RECORDS NO:
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STA 20*11.01
COFFEE RD
��s
10' x 10' RECEIVING PIT -
COFFEE ROAD
N 00°10 57" W
S 204-00.00
C C
10,
IA '0100 00
ZFFEE RD
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10'x 30' BORE PIT
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NOTE- IF MEDIAN IS DAMAGED DURING THE
COURSE OF CONSTRUCTION, CONTRACTOR SHALL
REPAIR AS DIRECTED BY THE CITY ENGINEER
,i,
SAWCUT AND PATCH PER CO.8 DETAIL ST 6.
AND AS DIRECTED BY THE CITY ENGINEER
CIC
z
CITY OF BAKERFIELD
CONSTRUCTION LEGEND
(D INSTALL SEWER MANHOLE PER C.O.B. STD. SW -4, -
FRAMES AND COVERS SHALL BE PER C.O.B. STD. SW -5.
ss INSTALL SEWER MAIN PER C.O.B. STANDARDS.
.. .. .. ... ......
Ir
O
.i
25+'
26+00
....... . ..
ss ss S s
7o—oL. 7 17 —ss®0.209' -
N 00*01'42" W
...............
-tk
�i
R
co ROAD
E
(S TA TION 19+77.55 TO 26t25.00)
NO TE- A L L STA TIONING IS BASED ON CEN TERL INE OF COFFEE ROAD UNLESS 0 THER WISE NOTED.
PROFILE LENGTHS ARE ALONG PIPE
400
399
398
397
396
395
394
191
392
391
390
389
388
387
386
385
384
181
382
381
CASING NOTES.
1. STEEL CASING SHALL BE LEAK PROOF CONS7RU00N AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM A0
(ASTM A I39 GRADE 18"
2. STEEL CASING PIPE SHALL HAVE A MINIMUM YIELD STRENGTH OF J5, 000 PSI
J STEEL CASING PIPE SEC77ONS SHALL HAVE BEVELED ENDS WITH SINGLE V --GROOVE AND SHALL BE FULL
PSNE7RARON BUTT WELDED ON THE OUTSIDE OF THE CASING
4. ALL JOINTS OF THE STEEL CASING SHALL BE BUTT WELDED PRIOR TO BEING SUBJECTED TO THE JACKING OPERATION
5 BENTONITE MAY BE USED FOR LUBRICATING THE CASING PIPE BUT SHALL NOT BE PROJECTED AHEAD OF THE BORE
6. SLUICING AND JETTING WILL NOT BE PERMITTED
7 JACKING OF WELDED STEEL PIPE SHALL BE IN ACCORDANCE WITH SECTIONS 65 AND 70 OF THE STATE STANDARD
SPECIFICATIONS
ZZ7-uu le -.i / vv
SEWER MAIN PROFILE
SCA L E HORIZON TA L I = io,
VERTICAL I i
Z-"/-Fuu
400
399
398
397
396
395
394
393
392
391
390
389
388
387
386
385
384
181
382
381
6.2-620
Cl TY RECORDS NO:
FOR COFFEE SEWER
SE SHEET SS J
I
SECTION LINE
NOTES -
1. CONTRACTOR TO CALL USA LOCATE
AND VERIFY ALL U77LI77ES PRIOR TO
CONSTRU00k, AND N077FY ENGINEER
OF ANY DISCREPANCIES
2 CON7RACTOR TO VERIFY ALL DIMENSIONS
AND N077FY ENGINEER OF ANY DISCREPANCIES
OR CHANGES TO DESIGN PRIOR TO
CO&S7RUC770N
3 PA WING PER STREET IMPROVEMENT PLANS,
TO 8E COMPLETED IMMEDIA 7EL Y AFTER SEWER
IWALLA TION
j
LOCAL BM:
SCRIBED "SQUARE" ON CONC
EIEV = 396.27'
R"
"T
i.
...............
9� A ---------
•
. . . . ....... --------- - - ----- . .. .... ..... ... . ............ . ..... -
LEV 6. . ...... ...............................
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71,
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6��4:w :. .� . - _/. _/___
. ..........
STA 20*00.00 .......... .
...............
. ......... ....................
.......... .............. ...........
(E) AC P, VNG
N<
CONSTRUCTION LEGEND
(E) RIGHT -OF --WA Y PER
DOC. 215162723 INSTALL SEWER MANHOLE PER C.O.B. STD. SW -4;
FRAMES AND CO VERS SHA L L BE PER C. 0. B. S TD. SW- 5.
VARIES 45.00' 10' PUBLIC U77LITY AND
SIDEWALK EASEMENT PER ss INSTALL SEWER MAIN PER C.O.B. STANDARDS.
J5. 00' 10, 10' DOC. 0216059143
22.50'
16.5' SEE NOTE J CONC CURB
4) - I SHORING, NEW CURB, GUTTER,
(E) 2" SO CAL GAS LINE, VERIFY VERIFY & SIDEWALK
VERIFY DEPTH AND LOCA 770N �7 LIMIT OF EXCA VA 77ON NOTE- SEE STREET IMPROVEMENT PLANS FOR
LIMIT OF EXCA VA 770N NEW PAVING, CURB, GUTTER, AND SIDEWALK
L n ii I
(N) 8- SEWER
SEWER INS TA I I A TION SECTION
SCRIBED 'Y
[LEV = 3973I
...............
_j
............... ....... ................ . ..................... ............ .................................... ............ . ............ ................ ........... ........... ........................ ... ....... ............ ............ .......... .................. ................ . . . ---- ......................... ............................... ....
. .............. ...................... ...................... ... ........... .... ........... ................
DOWNING AVE: v_
.. ............. .......
.... . .......
....................... ....................... . ....... .............. ................. ..........
............. ...............
.................. . . . . .................
........... ..... ......... ... . .. ..... .. .... .... .. .. .... .. ...... ... . .. ....... ..... .. .. . ...... . .. ...................
. .......... .. .. ....... . ..... ...... .. .. . .. ..... ....... . .................
'ss ii
............
-:-6
i�'i6T AND' PA TCN PER C OR DETAIL ST
................
'v"el . ..... ........... .. .
FOUND SALES MAP CORNER 43 C ........................... S IDIREC TED 8Y THE CITY ENGINEER w
.. ... ............. ------ ..................... . AND
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/I ". FOUND MONUMENT 28104
ELEV J95. gj
.......... . .....
11.07 DOWNING AVENUE ELEV= J96.46 INSTALL 61 LF OF 80 PVC SEWER
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0 0.257.; CAP END AT PROPERTY LINE
(BASIS OF
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N 8946 00 W
STORY DRAIN TO 8E REMOVED
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..... . ..... ;___ CITY OF BA KERFIE D `---CONSTRUCT 6" SEWER 0.507., Sw 4 EAER 1.07 FOR
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J0'f_0R SITE CONNE0770N.
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A T PROPERTY
APN- 452-050-01 ..... ..
OWNED BY PG+E-__ XX
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PER PW, Au FAMMS
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INSTALL 61 LF OF 8" PVC SEWER
0 0.259 CAP END AT PROPERTY LINE
6.2-620
CITY RECORDS NO:
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