HomeMy WebLinkAbout1.3-5130LIST OF DRAWINGS
SHEET 7 — TI TLE SHEE T
SHEE T 2 — SECTION AND DETAILS
SHEE T 3 — WILLOW CREEK STORM DRAIN
SHEE T 4 — FEATHER RIVER DRIVE AT CLEAR LAKE S TREE T &
HUN TING TON COURT AT CLEAR LAKE STREET
YUMA WAY AT SIX RIVERS S TREE T
BENCHMARK
TOP OF CONCRE TE MONUMEN T A T THE IN TERSEC TION
OF PAT TON WAY AND BA ND OL ERO WAY
ELEV= 398.25
BA SIS OF BEARING
CL WILLOW CREEK DRIVE FROM COFFEE ROAD
MONUMENT TO SODA SPRINGS PLACE MONUMENT
S 89 ° 06' 52" E
CITY STANDARDS
SI -7, S—J, ST -7, ST -9, ST—Il, ST—I41t D—I4, D—I8
STATE STANDARDS
RSP A 88A LATEST REVISION
CONVENTIONAL SYMBOLS
CIV
ITY OOF 1111
BA : ER=FIELD
STREET LIGHT W/MAST ARM BENCHMARK
C.O.
Q CLEAN OUT
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F THER RIVER DRIVE f }
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HAO -N ROA01
L 0 CA TION MAP
NO T TO SCALE
FINAL PAY QUANTITIES
EA SEMEN T
ESTIMATED
QUANTITY
EXIST. CURB & CUTTER
EARTHWORK (ROADWAY EXCAVATION)
RIGHT—OF—WAY
———— — —
— — —— EXIST. A. C. FL0WLINE
CEN TERLINE—`�=
— — '�' —
— '�'— EXIST EDGE OF PA VEMEN T
IIIIIIIIIIIIIIIIII
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RAILROAD TRACKS
GUARD RAIL
CHAIN LINK FENCE
IMPROVEMENTS
X
UTILITY
SYMBOLS
w
EXIST WA TER LINE
EXIST SEWER LINE
S
G
EXIST GAS LINE
EXIST STORM DRAIN
SD
EXIST AERIAL
E
EXIST UNDERGROUND
OH
LINES
POWER LINE
TV
EX/ S T UNDERGROUND
EXIS T UNDERGROUND
T
TV CABLES
PHONE LINE
M.H.
MANHOLEF.H.
FIRE HYDRANT
P.P.
W.M.
-�-
POWER POLE
11
WATER METER
WV
EXISTING MONUMENT
N
WATER VALVE
®
FU TORE MONUMEN T
G.M.
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GA S ME TER
S. L.
GV
STREET LIGHT
N
GAS VAL VE
STREET LIGHT W/MAST ARM BENCHMARK
C.O.
Q CLEAN OUT
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F THER RIVER DRIVE f }
� I
HAO -N ROA01
L 0 CA TION MAP
NO T TO SCALE
FINAL PAY QUANTITIES
TEM
ESTIMATED
QUANTITY
UNIT OF
MEASURE
EARTHWORK (ROADWAY EXCAVATION)
745
LY
Project No.: E41<103
File Path: S; \PROJECTS\KIRK\COMPLETED
File Name: Storm Drain Improv TR5130.dwg
STATE OF CALIFORNIA
NO TE.-
THE
E:THE CON TRA C TOR MUST POSSESS THE FOL L 0 WING
VALID LICENSES:
CLASS A
NO TE:
THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR
SERVICE 1-800-642-2444, 48 HOURS PRIOR TO
EXCA VA TION.
PROJECT LENGTH
0. 12 MILES
APPROVEV BY:
NICOLAS FIDLER, R.C.E. 61069, EXPIRES 12-31-16
PUBLIC WORKS DIRECTOR
APPROVAL RECOMMENDED BY:
ASSISTANT PUBLIC WORKS DIRECTOR
Jis
DATE
DATE
CIVIL E GINEER IV — DESIGN ENGINEERING DATE
3 11ltd �4opaeA-8�
CITY RECORD No. TRAFFIC ENGINEERING DATE
STORM DRAIN IMPROVEMENTS TR5130 NO
WILLOW CREEK DRIVE, FEATHER RIVER DRIVE, CLEAR LAKE STREET, OF
HUNTINGTON COURT, YUMA WAY + SIX RIVERS STREET 4
SHEETS
0 1 2
3
STA. 12+69.5824.81' LT
EXIS77AfG CATCH BASIN
(EX.) LID ELEV. 390.57
(EX.) W. INV ELEV. 385.95
30' — 30'
0
I� 12.00' L T 2
INCTION BOX 03 EXISTING PAVEMENT
2�
EXIS77NG CURB
AND GUTTER
�3
I
18" CLASS Nl R.C.P. i
fl 10.20%1 k--_sToRmDRA1N
101- L EXISTING 8" SEWFR
ELEV. 384,03 NTS
CLASS !l! R.C.P.
A STORM DRAIN SECTION - WILLOW CREEK DRIVE
2 STA. 12+69.58 NOT TO SCALE
#5 AT 18" O.C.
4'2" (MIN.)
4'2" (MIN.)
A r. 11
z z
N N SAWCUT
� 'v
#5 AT 6" O.C. WHEN
OUTSIDE DIAMETER OF PIPE
IS 30" OR GREATER
PLAN SECTION B -B
• .����\ `mow
WHERE APPLICABLE,
ADA60C NU15 TO BE
CONTRACTOR SHALL
SAWCUT AND REMOVE
1:1 SLOPE
THIS PORTION OF PIPE 7" MAX.
PCAa MHEN PLATE 1S NV
O
TO ALLOW STORM WATER
R£INFORONC S�EEL, �.
PRMR P09110 ..
WN
„
#5 AT 18 O.C.
EWAbX0
FROM EXISTING SIPHON
_
A r. 11
z z
N N SAWCUT
� 'v
#5 AT 6" O.C. WHEN
OUTSIDE DIAMETER OF PIPE
IS 30" OR GREATER
PLAN SECTION B -B
• .����\ `mow
N
7" MAX.
i-SAWCUT LIMIT
VARIABLE
(7'2" MAX.)
TYPICAL JUNCTION BOX
N. T. S.
CITY lBAKERSFIELD, C.4LIFORIVIA
30' 30'
0
4, 15+02.2312.00' LT 4,'L
NSTRUCT JUNCRON BOX
EXISTING CURB k"o EXISTING PAVEMENT
ANO GUTTER
EXISTING CURB
w. AND GUTTER
3 STA° 15+6
3� CONSTRUC
_ 18" CLASS 111 t C.P
STORM DRAIN
0.110%
£XISDNG 8" SEWER
ELEV. 383° 17 NTS°
100 L.F. 18" CLASS IN R.C.P.
QRpFESS/pN�
FtOKINE EIEVA71ON AT THIS POINT SHALL �� 5 I NGN
NOT BE BELOW REVA71ON AT ON£R END
OF THIS RETURN 2 ,�
T_ Z
VAR EXPANS/ONJO/NT VAR. REGISTERED CIVIL ENGINEER C80507
STREET R/W
VARIABLE EXPO ON *
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CITY OF BA KER SFI EL D
FLPGGU•IrIER *� 1501 TRUX TUN AVENUE q�F C/V1�
BAKERSFIELD, CA 93301 OF CA��F
'R' FLOMLIN£ XPANSION JOINTREVISIONS
OF GUTTER CROSSCUTTER GRADE = 0°6%MIN CURB No. DA TE DESCRIPTION
EXPANSION JOINT
T)'PIGAL 12' CROSS GUTTER
N. T. S. 2
3
6. 0* ASPHALT CONCRETE
47
B STORM DRAIN SECTION - WILLOW CREEK DRIVE
z STA. 15+02.23 A/0T TO grAI F
LIMIT
—WHERE APPLICABLE,
CONTRACTOR SHALL
SAWCUT AND REMOVE
THIS PORTION OF PIPE
TO ALLOW STORM WATER
TO ENTER JUNCTION BOX
FROM EXISTING SIPHON
EXISTING STORMDRAIN RCP
A
1.0' 1,0' NA17VE GROUND
COMPACTED TO 95Z
6.0' 1 6.0'
14'
TYPICAL 12' CROSS GUTTER SECTION
TYPICAL PA VEMENT SECTION
N. TS.
— EXISTING STORMDRAIN RCP
RECONSTRUCT EXISTING _,� ` ���' •' � •,' RECONSTRUCT EXISTING
CATCH BASIN --------\ I — CATCH BASIN
;
M_....• .__. y ._
AFTER DRY WELL INSTALLATION ; i AFTER DRY WELL INSTALLATION
j
CONCRETE COLLAR
1 ............._ F i { t a
� F � t •`�-`-` ,d°"'�-•;,,,q,-I I � r��W �- CONCRETE COLLAR
......;;
I-� 3
NATIVE GROUND 3 i '� m
s
S..,..• :
NATIVE GROUND
18' SLOTTED SDR 35 PVC W.,_.__. 7 €
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20, w_
M.... { _
1 y„ - 2" DRAIN ROCK
Ii i _...,,,•....., i 3 ......,,. Q I I •. .•.•.
!•:-,-„ I ;�µ i r ( I i^'_,_„ 1 Y2" - 2" DRAIN ROCK
SECTION A -A SECTION B -B
TYPICAL DRY WELL DETAIL
N. T S.
File Name: TR5130.DWG Drawn: K BOLAND
PUBLIC WORKS DEPARTMENT Project No.: E4K103 Engineer: L SUN
Date: 8/25/14 Checked By
N. TS.
CONCRETE
CL -2
OMPACTED
TO 95% MAX REL. DENSITY
R = 0.5" I ,
610,
0
o
TYPICAL CURB AND GUTTER TYPE nB"
0.4' ASPHALT
CONCRETE SURFACING ASP AL TIC PAINT FUNDER
EXISTING ROAD x
MIXED SURFACING
0 0ut
SELECT MA TERIAL 0 0 0 0 0
(IF REQUIRED)
BACKFILL
-PAVEMENT PATCH DETAIL
N. T. S.
VMA&£
WHERE APPLICABLE,
ADA60C NU15 TO BE
CONTRACTOR SHALL
SAWCUT AND REMOVE
1:1 SLOPE
THIS PORTION OF PIPE 7" MAX.
PCAa MHEN PLATE 1S NV
O
TO ALLOW STORM WATER
R£INFORONC S�EEL, �.
PRMR P09110 ..
TO ENTER JUNCTION BOX
„
#5 AT 18 O.C.
SEE PLAN N£W
FROM EXISTING SIPHON
_
e`
NORMAL
1.
14
45" &, .:.
R
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.T.
EXPN06y MATERIAL
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�.:
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BETMEEN BOX AND
JOINT
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-
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3'2" (MIN.)
OUTSIDE DIAM. OF-
F-..OUTLET
STEEL PLATE DETAIL
ALHANVA fOVAC RY CALK. FRAMf &
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4'2" (MIN.)
6'10" (MAX.)
W
SOR£M5 (SET OPP09TE AAO FNSh D S/DEWALX STOP£
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N
7" MAX.
i-SAWCUT LIMIT
VARIABLE
(7'2" MAX.)
TYPICAL JUNCTION BOX
N. T. S.
CITY lBAKERSFIELD, C.4LIFORIVIA
30' 30'
0
4, 15+02.2312.00' LT 4,'L
NSTRUCT JUNCRON BOX
EXISTING CURB k"o EXISTING PAVEMENT
ANO GUTTER
EXISTING CURB
w. AND GUTTER
3 STA° 15+6
3� CONSTRUC
_ 18" CLASS 111 t C.P
STORM DRAIN
0.110%
£XISDNG 8" SEWER
ELEV. 383° 17 NTS°
100 L.F. 18" CLASS IN R.C.P.
QRpFESS/pN�
FtOKINE EIEVA71ON AT THIS POINT SHALL �� 5 I NGN
NOT BE BELOW REVA71ON AT ON£R END
OF THIS RETURN 2 ,�
T_ Z
VAR EXPANS/ONJO/NT VAR. REGISTERED CIVIL ENGINEER C80507
STREET R/W
VARIABLE EXPO ON *
Exp. 3— 31-15
o JOINT J� LIVE CITY
CITY OF BA KER SFI EL D
FLPGGU•IrIER *� 1501 TRUX TUN AVENUE q�F C/V1�
BAKERSFIELD, CA 93301 OF CA��F
'R' FLOMLIN£ XPANSION JOINTREVISIONS
OF GUTTER CROSSCUTTER GRADE = 0°6%MIN CURB No. DA TE DESCRIPTION
EXPANSION JOINT
T)'PIGAL 12' CROSS GUTTER
N. T. S. 2
3
6. 0* ASPHALT CONCRETE
47
B STORM DRAIN SECTION - WILLOW CREEK DRIVE
z STA. 15+02.23 A/0T TO grAI F
LIMIT
—WHERE APPLICABLE,
CONTRACTOR SHALL
SAWCUT AND REMOVE
THIS PORTION OF PIPE
TO ALLOW STORM WATER
TO ENTER JUNCTION BOX
FROM EXISTING SIPHON
EXISTING STORMDRAIN RCP
A
1.0' 1,0' NA17VE GROUND
COMPACTED TO 95Z
6.0' 1 6.0'
14'
TYPICAL 12' CROSS GUTTER SECTION
TYPICAL PA VEMENT SECTION
N. TS.
— EXISTING STORMDRAIN RCP
RECONSTRUCT EXISTING _,� ` ���' •' � •,' RECONSTRUCT EXISTING
CATCH BASIN --------\ I — CATCH BASIN
;
M_....• .__. y ._
AFTER DRY WELL INSTALLATION ; i AFTER DRY WELL INSTALLATION
j
CONCRETE COLLAR
1 ............._ F i { t a
� F � t •`�-`-` ,d°"'�-•;,,,q,-I I � r��W �- CONCRETE COLLAR
......;;
I-� 3
NATIVE GROUND 3 i '� m
s
S..,..• :
NATIVE GROUND
18' SLOTTED SDR 35 PVC W.,_.__. 7 €
I -_._._.....,::
- €--•-••-•-•=° .y. t� ; " '" 18" SLOTTED SDR 35 PVC
20, w_
M.... { _
1 y„ - 2" DRAIN ROCK
Ii i _...,,,•....., i 3 ......,,. Q I I •. .•.•.
!•:-,-„ I ;�µ i r ( I i^'_,_„ 1 Y2" - 2" DRAIN ROCK
SECTION A -A SECTION B -B
TYPICAL DRY WELL DETAIL
N. T S.
File Name: TR5130.DWG Drawn: K BOLAND
PUBLIC WORKS DEPARTMENT Project No.: E4K103 Engineer: L SUN
Date: 8/25/14 Checked By
N. TS.
CONCRETE
CL -2
OMPACTED
TO 95% MAX REL. DENSITY
R = 0.5" I ,
610,
0
o
TYPICAL CURB AND GUTTER TYPE nB"
0.4' ASPHALT
CONCRETE SURFACING ASP AL TIC PAINT FUNDER
EXISTING ROAD x
MIXED SURFACING
0 0ut
SELECT MA TERIAL 0 0 0 0 0
(IF REQUIRED)
BACKFILL
-PAVEMENT PATCH DETAIL
N. T. S.
VMA&£
1
l
1
ADA60C NU15 TO BE
'T' .15' "1"
ftGHTENED AAO SECURED NV
UNLESS OHRNSE
PCAa MHEN PLATE 1S NV
NO1£0
R£INFORONC S�EEL, �.
PRMR P09110 ..
SEE PLAN N£W
R=0.25•
e`
NORMAL
1.
14
45" &, .:.
R
CURB
H 0U71£R 1£IG1/T
ROMLNI£
1.
ALHAIIOM FOUNDRY CURB ARMOR
A 2
/A-3911 NIH ANCHORS OR £O/AL
A 2.0'
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�INI.16 t
h
PR07ECDW
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0.5" DVA. sme
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R=30"
.T.
EXPN06y MATERIAL
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GUTTER I
OR 20" DEEP xWT
BETMEEN BOX AND
AND LIlBfM NNTO
CURB
DEPRESSIOV
•r�
WALL 1:0'M. PLAN
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ALHANVA fOVAC RY CALK. FRAMf &
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STAMESS S7E£L -WfET HEAD SET
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PLATE DETAIL
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IVa 4W o
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ROUAVED, R=PIP£
H WALL INtp(N£SS '
SLOPE TO DIUIIET
FRAU ALL ORECNONS
81IB(,TtADE IS 1 LMME55 OIIlERM151 NUIEO V\
6IONWAL NTH KAR/A&E
CONTRACTOR " 7.0" WATER STOY'S
ON RASRC
PWES
SECTION A -A
M /4 BAR - TOTAL OF 4
6.0" RP,
• QR
.=�._ 1.0' MNN.
REINFORCING AROUND PIPE
TYPICAL CATCH BASIN DETAIL
-SI3 b
STORM DRAIN IMPROVEMENTS TR5130
WILLOW CREEK DRIVE STORM DRAIN SECTIONS AND DETAILS
SHEET NO.
2OF4
1
l
1
I
C. 0.
EXISTING CA TCH BASIN
STA 11+8308 - 24' L
E. INV EL=385.&
19
EXIS TIM & TCH BASIN
STA l l 7.82 — 22' k
SQ
ak
1
v�
XISTING C� C
TA 12+67.6 24'
W. IN385.
CONS7RUGT JUNCTION BOX
STA 127L69.58 — 12' L T
INV EL=385.97
INV EL=386.07
2
M. H.
r4o-A BACK OF SIDEWALK
FLOWLINE LIP OF GUTTER
' EXISTING CATCH BASIN
STA 12+69.58 — 24' L T
— W. INV EL = 385.95 — —
10' C lI 18" STORMDRAIN 233' CL 111 18" STORMORAIN —�
13 ., 14
S 89 06 52 E .a
GENERAL NOTE:
1. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONL Y, AND
REPRESENT THE BEST INFORMA LION SUPPLIED BY THE VARIOUS
UTILITY COMPANIES FINAL RESPONSIBILITY FOR LOCATING
UTILITIES IN THE FIELD IS THE CONTRACTOR'S
0
SCALE. I " = 20' HORIZONTAL
SCALE. • 1 "= Y VERTICAL
CONSTRUCTION NOTES:
Ot INSTALL NEW CLASS III 18" CL -3 RCP.
O2 CONSTRUCT STANDARD CURB AND GUTTER TYPE "B" INCLUDING
A 2' WIDE PAVEMENT TIE—IN PER CITY STANDARD ST -1.
03 CONTRACTOR SHALL SAWCUT AND REMOVE AC PAVEMENT A 5'X5'
OPENING IN ORDER FOR UTILITY COMPANIES TO RELOCATE THEIR
SERVICES CONTRACTOR SHALL REPAIR ASPHALT CONCRETE AFTER
ALL UTILITIES HAVE BEEN RELOCATED PER CITY STANDARD ST -11.
4O CONTRACTOR SHALL CONSTRUCT NEW JUNCTION BOX PER CITY
STANDARD D-16.
O CONTRACTOR SHALL RECONSTRUCT EXISTING CA TCH BASIN AND
CONSTRUCT A NEW DRY WELL PER DETAILS ON SHEET 2.
12
M
�'--- SEWER LA TERAL
EXISTING UTILITIES
LATERAL LINE TRENCH
EXISTING UTILITIES
LATERAL LINE TRENCH
1N
EXISTING UTILITY TRENCH
2 "PE (GAS CO.)
PG&E ELECTRICAL
BRIGHT HOUSE NETWORKS
A T& T '
Wlft-OW CREEK— DRWE (15+ 45) AND
SODA SPRINGS PLACE (12+00)
CONSTRUCT JUNCTION BOX O
STA 15+02.23N12LT '
IN V EL = 386.33
S. INV EL =386.53 _
RE STRUCT EXISTING CATCH BASIN
CONSTRUCT DRY WELL
STA 15+01.89 — 23.84' RT
N. INV EL=386.64
E. INV EL =385.82
15
iff CL /Il 18"
M
I � QRpfESSION
S t N Gh
j 2 rn
REGISTERED CIVIL ENGINEER C 80507
Lu
v Exp. 3-31-15
CITY OF BAKERSFIELDn�9T CIV1L 1501 TRUX TUN AVENUE F Fp
+,` I OF-
BAKERSFIELD,
CA 93301
REVISIONS
No. DA TE DESCRIP TION
Ni Tj
? IN
4
I
I
EXISTING CA TCH BASIN
STA ll+33.13 — 23.10' RT
W. INV EL=386.64
E
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
File Name: TR5130.DWG Drawn: K BOLAND
Project No.: E4K 103 En gin eer: L SUN
Date: 1/27/2015 Checked BY L,
STORM DRAIN IMPROVEMENTS TR5130
WILLOW CREEK DRIVE STORM DRAIN
3-5130
SHEET NO.
3OF4
Lu
W
V,
EXISTING U TIL I T Y TRENCH
2 "PE (GAS CO.)
PG&E ELECTRICAL
BRIGHT HOUSE NETWORKS J
AT&T /
G -
STA 11+27 05 N 20.10 L T
STA 11+03.36 ti0 00
CL MONUMEN T
STA 11+21.10 N 19.70 RT
MATCH EXISTING FL ELEV. J92,57
STA 11+27.09 N 19.70 RT
FL ELEV. 392.59
EXISTING UTILITY TRENCH
2"PE (GAS CO.) STA 13+46.90 N 20.14 L T
PG&E ELECTRICAL MATCH EXISTING FL ELEV. 394.06
BRIGHT HOUSE NETWORKS
A T& T STA 13+35.76 N 24.00 L T
FL ELEV. 393.98
STA 13+27.50 N 24.00 LT 6
FL ELEV. 393.84
STA 13+27.36 N 56.09 LT 3
MATCH EXISTING FL ELEV. 393.93 2 •"
CL MONUMENT STA 13+ 09.48 N 00.00
GRADE ON CROWN OF°'CLEAR LAK Ali/
4
-0-4,67.
STA 12+90.70 N 39.61 L T
MA TCH EXISTING FL ELEV. 393.32 a
STA 12+82.74 N 24.00 LT
FL ELEV. 393.09
STA 12+71.09 N 19.89 L T
FL ELEV. 393.01
STA 12+57.49 - 19.85 L T
MATCH EXISTING FL ELEV. 393.40
E
STA 11+2307 N 39.97 L T
MATCH EXISTING FL ELEV. 393.28
STA 11+2708 N 28.09 LT
FL ELEV. 393.10
STA 11+43.17 N 20.10 LT
2 FL ELEV. 392.98
a 3 STA 11 +61.55 - 20.01 L T
' `,`•::. MA TCH EXISTING FL
FA
S 89' 06'52" E
6 FEA THEK KI VEE 091 VE
_.W
-- --"� - STA 11 +46.68 N 19.71 RT
MATCH EXISTING FL
io
SCALE. 1 "= 20'
EmFULL DEPTH RECONSTRUCTION /N AREAS
INDICATED ON THE PLANS THE DEPTH OF
RECONSTRUCTION SHALL CONFORM TO THE
DETAILS SHOWN ON SHEET 2 OF THE
ISSUED FOR THIS PROJECT.
QRpFESS/0N�
\e S I N Gy
i��JpC,Q��F.yG
REGISTERED CIVIL ENGINEER C80507
* Exp. 3-31-15
CITY OF BAKERSFIELD q C/vet
1501 TRUXTUN AVENUE
BAKERSFIELD, CA 93301 F OF cp&\F
REVISIONS
No. DA TE DESCRIP TION
471
STA 11+24.93 N 46.62 L T
MATCH EXISTING FL ELEV. 396.29
STA 11+24 9J N 42 08 L T
STA 10+85.02 N 46.64 L T FL ELEV. 396.27
MATCH EXSI TING FL ELEV. 396.07
_ STA 11+24.93 N 25.60 L T
STA 10+85.02 N 39.41 L T 16 � FL ELEV. 396.14
EXISTING UTILITY TRENCH FL ELEV 396.00 STA 11 +33.36 N 25.84 L T
2"PE (GAS CO.)
PG&E ELECTRICAL STA 10+77.35 N 24.42 LT.. •• •...• ..... o ...•.•............. STA 11+44.60 N 2216 LT
BRIGHT HOUSE NETWORKS FL ELEV. 395.83 6
T&T FL ELEV. 396.22
A'�'
STA 10+64.72 19.89 LT • '' �? ;" 2
-AMTCN XISTING FL ELEV. 395.76 `` 5 3
STA 13+50.95 ti 19.80 RT=� }.
MA TCN EXISTING FL ELEV. 394.34 m 5
STA 13+35.81 N 24.00 RT :................ ... ......................... ... .................. ..................
................................................................ f
FL ELEV. 394.26 6 2' N 2'
N 1 �
N
6 '® S 89' 06' 52" E % 4 1
STA 13+27.53 N 24.00 RT I -- �
FL ELEV. 394.05 S S S ... '.H _ �11 S
s �
2 STA 13+27.49 N 55.55 RT
YUM WA Y
3 IMA TCH EXISTING FL ELEV. 394.16 6
R
s
HUNTINGTON COU9T
6"P. V.C. SIHIR
w 6
STA 12+91.75 N 42.10 RT
MA TCH EXISTING FL ELEV. 393.92
2
j STA 12+83.54 N 24.00 RT
FL ELEV. 393.73
3 3
STA 12+71.75 N 20.16 RT
FL ELEV. 393.64
STA 12+55.88 - 20.08 RT
MA TCH EXISTING FL ELEV. 393.51
I
a
STA 11+86.76 N 21.95 L T
MATCH EXISTING FL ELEV. 396.28
--I- --
,._
1"o
STA 11+41.89 N 21.91 RT
_ STA 11 +58.13 N 21.89 RT
QRpFESS/0N�
\e S I N Gy
i��JpC,Q��F.yG
REGISTERED CIVIL ENGINEER C80507
* Exp. 3-31-15
CITY OF BAKERSFIELD q C/vet
1501 TRUXTUN AVENUE
BAKERSFIELD, CA 93301 F OF cp&\F
REVISIONS
No. DA TE DESCRIP TION
471
STA 11+24.93 N 46.62 L T
MATCH EXISTING FL ELEV. 396.29
STA 11+24 9J N 42 08 L T
STA 10+85.02 N 46.64 L T FL ELEV. 396.27
MATCH EXSI TING FL ELEV. 396.07
_ STA 11+24.93 N 25.60 L T
STA 10+85.02 N 39.41 L T 16 � FL ELEV. 396.14
EXISTING UTILITY TRENCH FL ELEV 396.00 STA 11 +33.36 N 25.84 L T
2"PE (GAS CO.)
PG&E ELECTRICAL STA 10+77.35 N 24.42 LT.. •• •...• ..... o ...•.•............. STA 11+44.60 N 2216 LT
BRIGHT HOUSE NETWORKS FL ELEV. 395.83 6
T&T FL ELEV. 396.22
A'�'
STA 10+64.72 19.89 LT • '' �? ;" 2
-AMTCN XISTING FL ELEV. 395.76 `` 5 3
STA 13+50.95 ti 19.80 RT=� }.
MA TCN EXISTING FL ELEV. 394.34 m 5
STA 13+35.81 N 24.00 RT :................ ... ......................... ... .................. ..................
................................................................ f
FL ELEV. 394.26 6 2' N 2'
N 1 �
N
6 '® S 89' 06' 52" E % 4 1
STA 13+27.53 N 24.00 RT I -- �
FL ELEV. 394.05 S S S ... '.H _ �11 S
s �
2 STA 13+27.49 N 55.55 RT
YUM WA Y
3 IMA TCH EXISTING FL ELEV. 394.16 6
R
s
HUNTINGTON COU9T
6"P. V.C. SIHIR
w 6
STA 12+91.75 N 42.10 RT
MA TCH EXISTING FL ELEV. 393.92
2
j STA 12+83.54 N 24.00 RT
FL ELEV. 393.73
3 3
STA 12+71.75 N 20.16 RT
FL ELEV. 393.64
STA 12+55.88 - 20.08 RT
MA TCH EXISTING FL ELEV. 393.51
I
a
STA 11+86.76 N 21.95 L T
MATCH EXISTING FL ELEV. 396.28
--I- --
,._
MA TCH EXISTING FL ELEV. 395.77
CONSTRUCTION NOTES:
Ot CONSTRUCT STANDARD WIDE (12) CROSS GUTTER PER CITY
STANDARD ST -9,
O CONSTRUCT STANDARD CURB: AND, GUTTER TYPE "B" INCLUDING
A 2' WIDE PAVEMENT TIE-IN PER CITY STANDARD ST -1.
O ABANDON EXISTING CATCH BASIN AND MATCH EXISTING FLOWLINE.
4O ABANDON EXISTING 18" STORM DRAIN PIPE. EXISTING CONCRETE
STRUCTURES SHALL BE COMPLETLEY BACKFILLED WITH CONTROLLED
LOW STRENGTH MA TER/AL (CL SU). PER STANDARD SPECIFICA TIONS
O CONTRACTOR SHALL CONSTRUCT HANDICAP RAMPS PER
CAL TRANS 2010 STANDARD PLAN (A88A), CASE A
INCLUDING A 2' WIDE TIE-IN PER CITY STANDARD ST -1.
O CONSTRUCT COMBINATION SIDEWALK PER CITY STANDARD S-3.
O
TRANSITION CROSS GUTTER TO MATCH EXISTING GUTTER LIP
ELEVATION. GRADE TO DRAIN.
O ADJUST SEWER MANHOLE
O ADJUST SURVEY MONUMENT ENCASEMENT
MATCH EXISTING FL ELEV. 395.79
GENERAL NOTES:
1. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF
THE SPECIFICA TIONS EN TI TL ED "STANDARD SPECIFICA TIONS ,
STATE OF CALIFORNIA, DEPARTMENT OF TRANSPOR TA TION ",
2010 EDITION.
2. SUBGRADE PREPARATION FOR CROSS GUTTER SHALL CONFORM
TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS
3. CONCRETE FOR CROSSGUTTER SHALL SE CLASS "B" AND SHALL
CONFORM TO THE REQUIREMENTS OF THE STANDARD
SPECIFICA TIONS.
4. EXPANSION JOINT SHALL BE CONSTRUCTED AT EVERY 30' OR
AS DIRECTED BY THE ENGINEER.
1. x- 51 -3 0
File Name: TR5130.DWG Drown: K BOLAND STORM DRAIN IMPROVEMENTS TR5130 SHEET NO.
CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Project No.: E4K103 Engineer: L SUN
Date: 8125//4 Checked By. FEATHER RIVER OR + HUNTINGTON CT AT CLEAR LAKE STS YUMA WAY AT SIX RIVERS ST 4 OF 4
- --
STA 11+41.89 N 21.91 RT
_ STA 11 +58.13 N 21.89 RT
MA TCH EXISTING FL ELEV. 395.77
CONSTRUCTION NOTES:
Ot CONSTRUCT STANDARD WIDE (12) CROSS GUTTER PER CITY
STANDARD ST -9,
O CONSTRUCT STANDARD CURB: AND, GUTTER TYPE "B" INCLUDING
A 2' WIDE PAVEMENT TIE-IN PER CITY STANDARD ST -1.
O ABANDON EXISTING CATCH BASIN AND MATCH EXISTING FLOWLINE.
4O ABANDON EXISTING 18" STORM DRAIN PIPE. EXISTING CONCRETE
STRUCTURES SHALL BE COMPLETLEY BACKFILLED WITH CONTROLLED
LOW STRENGTH MA TER/AL (CL SU). PER STANDARD SPECIFICA TIONS
O CONTRACTOR SHALL CONSTRUCT HANDICAP RAMPS PER
CAL TRANS 2010 STANDARD PLAN (A88A), CASE A
INCLUDING A 2' WIDE TIE-IN PER CITY STANDARD ST -1.
O CONSTRUCT COMBINATION SIDEWALK PER CITY STANDARD S-3.
O
TRANSITION CROSS GUTTER TO MATCH EXISTING GUTTER LIP
ELEVATION. GRADE TO DRAIN.
O ADJUST SEWER MANHOLE
O ADJUST SURVEY MONUMENT ENCASEMENT
MATCH EXISTING FL ELEV. 395.79
GENERAL NOTES:
1. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF
THE SPECIFICA TIONS EN TI TL ED "STANDARD SPECIFICA TIONS ,
STATE OF CALIFORNIA, DEPARTMENT OF TRANSPOR TA TION ",
2010 EDITION.
2. SUBGRADE PREPARATION FOR CROSS GUTTER SHALL CONFORM
TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS
3. CONCRETE FOR CROSSGUTTER SHALL SE CLASS "B" AND SHALL
CONFORM TO THE REQUIREMENTS OF THE STANDARD
SPECIFICA TIONS.
4. EXPANSION JOINT SHALL BE CONSTRUCTED AT EVERY 30' OR
AS DIRECTED BY THE ENGINEER.
1. x- 51 -3 0
File Name: TR5130.DWG Drown: K BOLAND STORM DRAIN IMPROVEMENTS TR5130 SHEET NO.
CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Project No.: E4K103 Engineer: L SUN
Date: 8125//4 Checked By. FEATHER RIVER OR + HUNTINGTON CT AT CLEAR LAKE STS YUMA WAY AT SIX RIVERS ST 4 OF 4