HomeMy WebLinkAbout6.1-1704 RevisionsFTI OLIVE
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FF S TE oTREET IMPRO VwE E I PLA S 13 LLJ PROJECT SITE
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APPROVED BY.• ROBERT T SWANSON
R.C.E. 43032 (x. 11 f i
1
APPROVEDY.- PUBLIC WORKS DIRECTOR
ICL
R.C.E..
12131116)
RE VIE WED B Y® TRAFFIC ENGINEER
RYAN STA C
- ll �,djlll
i��i
NOTE- 1. 24 HOUR INSPEC TION NO TICE- PRIOR TO THE
CONSTRUCTION, THE CITY CONSTRUCTION I SECTION LL GIVEN T
LEAST 2 HOURS NO TICE THE SEC TION TlFI T 1 - .
2. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THERESPONSIBILITY OF
THE DEELOPERISUB I WDERICON TRACTOR THE NUMBER A NO L OCA TION
REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
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V.141
DA TE
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JUNAUTHORIZED
1. E I 1 CL L
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OF THESE PLANS ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRI77NG BY SWANSON
ENGINEERING, I .
17THE CONTRACTOR Il1 FICC OL DIRECTED S E
CITY OF BAKERSFIELDLIC WORKS DEPARTMENT
CITY STREET IMPROVEMENT NO7FS.•
1. A LL IMPRO VEMEN IS SHA L L BE AS REQUIRED FOR TYPE '' SUBDISI S A NO THES TA IF OF CA L IFORNIA
BUSINESS A NO IRA NSPORTA TI CY DEPA R TMEN T OF IRA NSPORTA 77ON STANDA RD CIFI ,
C TITT , SIFIED AND DE7ERMINED APPLICABLEH I EC O.
. ALL STREETSIGNEDI FI INDEX AS SHOWN ON THETYPICAL
SEC TION
F W " VA L UE MA 7FRIAIFIED IN THE TYPICA L l I
L A DO VE THA T L A YER HA S NO L ESS THA N THE MINIMUMTHICKNESS
L T CONCRE IF SHAL C CONFORM TO THE PRO 14SIONSIN SEC 77ON J7,
" L T " OF THECIFIC I S. ASPHALT
BINDER L T CONCRE7F SHALL BE PG 64-1 LL CONFORM TO THE PROVISIONSI
E L IS, F THE S TA NDA RD SPECIFICALLL A YERS OF TYPE '' A SPH4 L T
CONCRETE INCLUDING LA YER SHALL CONFORM TO THE REQUIREMENTS -1
MA XIMUR, MEDIUM GRA DING,ACIFI IN TI -2. 02, 'A GGREGA IF „ OF THE S TA NDA RD
SPECIFICA TIONS NO R. A.. CL A IMED A SPH4LT CC BE USED
TREE TLI HTC UYINA IRES A RE TOBECIFI IN CIL PRO VISI C
. 01 OR A N EQUI VA L EN T A S A PFRO VED 8 Y CITY ENGINEER.
WHICH6. ANY WORK F TSANY EXIS77NG CITY1 / FIC THEREON SHALL BE
COMPLETED HIN 20 WORKING DA Y5 FROM START OF WORK
7ELEVA 77ONS AND GRADES SHOWN ON THEPROFILES T L I S (INVERTS).
8 MA XIMUM Pt US GRA BE TOL.. LL BE 0. 05 OF A FOO T.
. INSTALL BLUE PA VEMENT MARKERS A T C6117FRLINE FOR ALL FIRE HYDRANT LOCA
10. ANY PUBLIC FACIL177ESET RIGHT -OF -WA Y WTHIN 771E PROPERTY FRONTAGE
WHI
I T - F-
I STANDARD OR DAMAGED MLL REQUIRE RECON57PUC77ONREPAIR
DE7FRUINED BY THE CITY .
GEND?AL A10TES.°
1. ALL CONS TRUCTION SHALL CONFORM TO THIS PL A N, THE CA L IFORNIA BUIL DING CODE, L A TES T 01 770N,
CAL TRANS STANDARD PLANS AND SPECIFICA TIONS, ST ENRON, AND STANDARDS PERTAINING
PiFRETO. 7HESE DOCUMENTS SHALL BE MADE A PART HEREOF
2. ALL CONS TRC 77ON W THIN THE CITY RIGHI- - W4 Y OR CITY LA SEMEN IS SHA LL BE I
ACCORDANCE WITH CITY OF BAKERSFIELDDEVELOPMENT STANDARDS AND OTHER CITY ADOP7FD POLICIES
J. THE CON TRACTOR SHALL 08 THIN ALL NECESSA R Y PERY1T F TA R T OF CONS CTION
ENCROACHMENT PERMIT SHALL BE OBTAINED RO THE CITY OF BAKERSFIELD FOR ANY WORK TO BE
PERFORMED IN THE EXISTI G, ACCEPTED STREET RIGHT F- W4 Y UNLESS SECURED 8 Y A SUSDISI
AGREE ENI, SECURITY BASED ON AN APPROVED ENGINE 'S LS 77MA TE FOR THEI
L STREET RIGHT-OF-WAY AND INSURANCE AS REQUIRED, SHALL BE PROWDS9 PRIORO ISSUANCE
PRMI T.
4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONS7RUCRON INSPECTION
SECTION SHALL BE Cl VEN A T LEAST 24 HOURS NOTICE. THE SECTION IVA Y BE NO77FIE T (66 1) J26- J0
5 THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DA T, A ND REASUREMENS A T THE
BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS WRITTEN DIMENSIONS ON THESE
DRAWINGS SHALL HA VE PRECEDENCE OVER SCA L ED DIMENSIONS SWA N50N ENGINEERING, INC iYUS T BE NO TIFIED
OF ANY VA RIA TIONS FROM THE DIMENSIONS A NO CONDI TIOS SHO AN 9 Y THESE
6. EXISTING UTILITY AND UNDERGROUND LINES HA VE BEEN SHOWNIS PLAN ACCORDINGIL
T RESPONSIBLE FOR POSSIBLE OMISSIONS H I
THE ENGINE IS 0 LS 0 LE
RECORDS
RESPONSIBLE FOR VERIFICA TION OF THE LOCA TION AND DEPTH OF ALL U77LI77ES1BEGINNING ANY
RK UNDERGROUND SE CE A L LR T SHA LL RE CON TAC TED A T L EA S T TWO WORKINGS PRIOR T
CONSTRUCTION OR EXCA VA 77ON(USA. - 1-800-227-2600).
7. A N Y EXISTING IMP O VEREN IS OR U77LITIES H T A RE REMO VED, DA MA GED, OR UNDERCU T 8 Y
CON TRACTOR'S OPERA TIONS SHALL BE REPA IRED OR REPL A CLL?T THE CON IRA C TORS,
DIRECTED Y THE ENGINEER AND APPROVED GOVERNING H 1 TY.
8 1F A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIA TEL Y PRIOR O AN Y FURH
O, THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND SUPERVISION
NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT.
lO ALL WORK WHICH IS D FECTT VE IN I IS CONS TUC 77ON OR DEFICIENT INA N Y OF THE REQUIREMEN IS OF
THESE DRAWINGS AND SPECIFICA TIONS SHALL BE REMEDIED, OR REMOVE A NO REPLACE Y THE
CONTRACTOR IN AN ACCEPTABLE MANNER, A NO NO ATDI TIO AL COMPENSA 77ON WL L BE ALL 0 WED FOR
SUCH CORRECTION
11. NORMAL STAKING AND MARKING OF THE PROJECT WLL BE SUPPLIED L Y ONCE ALL RE -STAKING
REMARKING SHALL BE A T THE EXPENSE OF THE CON IRACO .
12 THE CONTRACTOR AGR ES 7HA T HE SHA LL A SSUME SOC E A ND COMPL E IF RESPONSIBILITY FOR JOB 57 TE
CONDITIONS DURING THE COURSE OF CONSTRUCTION ISJ , INCLUDING 1 ,
AND DUST CONTROL PLAN, STORY TE LLU77ON PREVEN77ON PLANIMPLEMENTA
OF ALL PERSONS AND PROPERTY; THA T THIS REQUIREMENT SHALL APPL Y CON77NUOUSLY AND NOT BE
LI I TED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD
THE OWNER .AND THE ENGINEER HARMLESS F CLI ILITY, REAL OR ALLEGED, I
CONNECTION WITH THE PERFORMANCE OF WORK ON THISOJECT,PTI LIABILITY ARISING
E SOLE NE LivE CL OF THE OWNER OR THE ENGINEER
13 IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANT G OFA N Y PA R T OF THE DRA WINGS A NO
SPECIFICATIONS OR FINDS DISC PA NCILS IN OR OMISSIONS FRO THE BRA WNGS HE SHALL SUBMIT
W I TTEN REQUEST FORA N INTERPRETA TION OR A COR ECTI THEREOF, PRIOR TO FILI G HIS BID PRICE
FOR THE PROJECT
14. MAXIMUM SLOPE RATIO FROM BACK OF SIDE ALK TO FACE OF W4LL OR S TRUC TURE SHA LL
BE 4.° 1, EXCEPT FOR TWO FELT BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALLE 2%
AL TLRA TI VEL Y, THE CITY ENGINEER MA Y APP OVE CUR81NG BEHINDSIDEW4 L
TO PREVENT EROSION ONTO THE SIDEWALK
15. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE
DE VEL OPERISU6501 VIDERICONIRACTOR. THE NUMBER A N9 L OCA 77ON OF REQUIREDL L BE
DETERMINED BY THE CITY ENGINEER.
KEY MAP
SCALE: 1 "-200'
ll. POR7LAND CEMENT CONCRE7F SHALL BE CLASS 3 UNLESS OTHERWSE
INDICA LC CONCRE7F SHALL
EXPOSED F E
I IF PIGMENE SEC 77ON
-7. E FINISHING
12. T TRAFFIC CONTROL SIOTHER SAFETY DEWCES (NOT SHOWN ON
THESE CSHALL
BE INSTALLED ER PLANS APPROVED BY THE ENGINEER.
1. REL A 77 VE COMPA C 77ON OF NO T L ESS THA N 957,, SHA LC BE 08 TA INED FOR A MINIMUM
FEET BELOW1 PLANE FOR THE T (LIP OF GUT7ZR TO LIPGUTTER) 1
TTION, REL A 77 VE COMPA C 77ON OF NO T L ESS INA N 957,, SHA LL BE 08 TA INED FOR A MINIMUMF
1. 0 FOO T BEL 0 W FII LCL S TREEIS (1. 5' TO 2.5 -' A S DIREC 70 8 Y THE PUYLl
COLLECTORDIRECTOR ON L
1 HIGHWAYS) LIP OF GUT7ER TO LIP OF T
14. AN OPEN S7REET PERMIT LL BE OBTAINEDITYOF BAKERSFIELD PUBLIC
T FOR ANY WORK PERFORMED/ , ACCEP70 STREET RIGHT-OF-WAY. UNLESS
IMPRO VEMEN T A GREEMEN T, A PPRO VED INSURA NCE A ND SECURITY BA SE9 ON A N A PPRO VED ENGINEER'
ES 77MA 7F FOR THE WORK PERFORMED W THIN THE 1 - CL BE POSED PRIOR TO ISSUA NCE OF THE
PERMIT
15 ALL EXIS77NG FACILIRES, INCLUDING BUT NOT LIM17ED TO STRUC7URES, POLES, PIPELINES, CONDUCTS,
CANALS, AND APPURTENANCES, 9HICH ARE CONSIDERED0 BE 0857RUCRONS BY THE CITY ENGINEER,
SHA C L BE BELC
1. S TORY DRA INA GE SUMP SHA LL NO T BE A L L 0 WED TO A CCEP T WA 7ER UN 77L SECURED B Y PERMA NEN T
FENCING OR IN THE CA SE OF SHA LL 0 W UNFENCED SUMPS NO T UN 77L COMPLISIDE
SLOPE CR17FRIA AS SETBY1 E FIE T STANDARDS, D114SION
17. A SPHA L T REJUT SHA L L BE A PPLl L T CONCRE IF PA VEMEN T, A S DIRECE
BY THE ENGINEER, IN ACCORDANCEH SI S 1 TI 37 'R(RIMINOUS SEALS" OF THE
5 TA NDA RD SPECIFICA Tl TA IF DEPA R TMEN T OF IRA IVSPOR TA 77ON:5TA NDA RD SPECIAL
PRO 14SIONS CURREN TL Y IN EFFECT
1. PA VEMEN T GRINDINGIN A CCORDA NCE W TH SEC 77ON 42 OF THE 5 TA NDA RD SPECIFICAL L BE
DIREC TED 8 Y THE ENGINEERXI
LL IRA YES A ND CO VERS W THINLL BE RA /S59 I
20. UNDERGROUND U Ll 77ES ICL UPING SER WOES TO BE L OCA1 I H F- WA Y SHA LL BE INS TA L L E
SURFACINGPRIOR TO
1. U77LITY VAULTS INSTALLED IN SIDEWALK AREA I SHA LL HA VE NON- SKID SORIA CESILl
E
ST -2J
1, THE FOLLOWNGCITY OFBAKERSFIELD STANDARD DRAWINGSL CONSIDERED T OF THESE PLANS
(CONTRACTOR
TO OBTAIN LATEST EDITION E 10-26-89,
UNLESS OTHERWISENOTED)
. C1/ AGO BASE(.
CITY STD. NO.
DESCRIP77ON
PROPOSED CITY SID. NO.
DESCRIPTION
ST- I
CURB AND GUTTER TYPE 13"
ST -3
COMMERCIAL I E APPROACH -
ST -3
SIDEWALK
ST -4
COMMERCIAL DRIVE APPROACH- TYPE 13"
ST -6
PA VEMENT PA TCHES
ST -10
CURB RAUP DETAILS
D-14
CATCH SI - T 'A"
ST -12
TRENCH KFILC & COMPAC77ON REQUIREMENTS
D-18
STANDARD MANHOLE""
ST -17
MAJORSTREET CROSS SEC17ONS
-11
TEMPORARY DRAINAGE BASIN
PROPOSED CITY STD. NO.
ST -2J
S7RSFT IMPROVEMENTS
ST -2
1. A.CPA WNG 0.
ST -25
. C1/ AGO BASE(.
T-2
TI (1.
IJ55 S
. SA W0T
_1
/ i -♦J
STREET LIGHT
STREET LIGHT BASE PLA 7F DETAILS
STREET LIGHT PULL BOX DETAILS
TRANS117ONS A T ROADNARROWINGS
STANDARD BANK DETAIL
S OUTLET STRUCTURE
�I HAGEI MAN 3: =
1 24 � 19 � 20
JROSE LE 11 HWY.
21 ~
� 22
28 � 27
33 �4
1p
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41 � � �X Alai U zal
CAISELED SQUAffEllff PIE TOP OF CUR8 AT THE EAST END OF THE
SOUTHEAST xr RE7URN AT THE INTERSECTION
! COFFEE ■O,,
AND HAGEMAN ROAD PER TRACT 5891 PER P.M STREET
IMPROVEMENT
PLANS PINNACLE
AENGINEER10854ING.
♦,
BASIS OFBEARIVGS
THE BEARING
i O t J! ALONG NORTH■
SALES MAP ALSO BEING THE CENTERLINE OF
OWNING AVENUE
BEIWEEN FOUND 5ALES MAP CORNERS (fiS 05- 103) WAS TAKEN AS
THE 84SIS OF 59
= r
LEGAL DESCRIPTION
A POR77ON OFSECRONT29S.,
ADDRESS
7915 DOWNING AVENUE
APN
4,52-0,50-02, /' j /t
WA NOTE:
UTILITY NOT:
ENGINEER ASSUMES NO RESPONSIBILITY FOR UNDERGROUND
Or J NOT i PLANS, ♦#
FOR INFORMA 77ON 08 TA INED FROM OUTSIDE SOURCES
(UNDERGROUND LINES ARE SHOWN PER r
CON7RACTOR
} SHALL CONTACT ALL
COMPANIES
UNDERGROUN
ACIL177ES PRIOR TO GROUND D157URBANCE TO
J AND
: i1 -800-642-2444
i i l l
NOTE.' ALL WORK IN CITY RAW
SHALL BE DONE UNDER AN
OPEN STREET PERMIT
17 THE O C TOR SHA L L GRA BE THE G A REA S TO THE FOL L 0 WNG MODIFIEDCA L IRA NS S TA NDA RD SPECIFICASEC 77ON (D CO VER SHEET
DOWNINGE
IMMEDIA 7EL Y PRIOR TO Pt A CING SUBSEOUEN T L A YERS OF MA 7FRIA L THEREON, THE GRA DIG RL A NE STRIPINGL
SHALL C G°
ASPHALT C LT CONCRE7F BASE IS TO BE PLACEDGRADING
GRADINGPLANE, THE I LL NOT VARY MORE THAN 0 02 FOOT ABOVE
OR L 0 W THE GRA BE ES TA &1 THE ENGINEER.
SUBGRA BE OR BA SE MA 7FRIAL (O THER THA N A SPHAL T CONCRE7F BA SE) IS rO BE
t A CS9 ON THE GRA DINGLE, THE GRA DINGT A N Y POINTSHA L L NO TAY MORE
L 0 W THE GRA BE ES TA Bt ISHED 8 Y THE ENGINEER.
JI
m
ESTIMATEDU E, NOT TO BE USEDBIDDING ES
S7RSFT IMPROVEMENTS
1. A.CPA WNG 0.
J58 TONS
. C1/ AGO BASE(.
7 CY
TI (1.
IJ55 S
. SA W0T
875 LF
5 CATCH BASINTYPE A'
IE
. STORY 1 (18-
18 IF
7. " CURB & 6UT7FR
410 IF
. " CONCRETE SIDEWALK
J, 222 SF
. MANHOLE
0 E
10. CONCRE7F CROSSS
11. CURB RAMP WTH ADA DOMES
2 LA
1. COMMERCIAL DRIVE APPROACH TYPE ' '
880 5F
12. STREET LIGHT
I EA
I. S7REET SIGNS
17 THE O C TOR SHA L L GRA BE THE G A REA S TO THE FOL L 0 WNG MODIFIEDCA L IRA NS S TA NDA RD SPECIFICASEC 77ON (D CO VER SHEET
DOWNINGE
IMMEDIA 7EL Y PRIOR TO Pt A CING SUBSEOUEN T L A YERS OF MA 7FRIA L THEREON, THE GRA DIG RL A NE STRIPINGL
SHALL C G°
ASPHALT C LT CONCRE7F BASE IS TO BE PLACEDGRADING
GRADINGPLANE, THE I LL NOT VARY MORE THAN 0 02 FOOT ABOVE
OR L 0 W THE GRA BE ES TA &1 THE ENGINEER.
SUBGRA BE OR BA SE MA 7FRIAL (O THER THA N A SPHAL T CONCRE7F BA SE) IS rO BE
t A CS9 ON THE GRA DINGLE, THE GRA DINGT A N Y POINTSHA L L NO TAY MORE
L 0 W THE GRA BE ES TA Bt ISHED 8 Y THE ENGINEER.
JI
m
cr
I
L-)
t1^
u 7
0
I -
O V
�
CONSTRUCITON
1
O
NO1FS
COORDINATE WITH PG&E TO
CA:
••
F8
CONSTRUCT 3.5' WIDE TYPE A' CATCH
DOC. 21516272J
BASIN PER CITY OF BAKERsmw
(i DOWNING AVE
STANDARD 0-14
0
REMOVE (E) CATCH BASIN. PLUG INE
h
1 ,
LOCAL BY: v o 0
"QUARE"
ON CONC
7' EV = 396.2
6-
F8
i
++
Nr� tN
`� JS,v J,r••.
%Ej ,�IAA,h'Gl.t C r0
l
cm
Zs
30 15
Em
�
CONSTRUCITON
1
O
NO1FS
COORDINATE WITH PG&E TO
�5.3
REMOVE/RELOCATE (E) U77LI77ES
0
CONSTRUCT 3.5' WIDE TYPE A' CATCH
DOC. 21516272J
BASIN PER CITY OF BAKERsmw
(i DOWNING AVE
STANDARD 0-14
0
REMOVE (E) CATCH BASIN. PLUG INE
DOWNNG AVE
g
45.00'
S
O
g
S
�.o
w
STANDARD ST -1
O
CONSTRUCT 5.5' COMB/NATTON TYPE
SIDEWALK PER CITY OF BAKERSFIELO
SIDEWALK EASEMENT PER
10' I DOC. 0216059143
STANDARD ST -3
CONSTRUCT STANDARD TYPE B' COMMERCIAL
10' I
ORNE APPROACH PER CITY OF BAKERSRELD
Aj
PROPOSED STANDARD ST -4. INSTALL 3' WIDE
0.4' AC PA ONG
1 1.469 TO 2.47
TRUNCATED DOMES AT EACH END OF
FG
(
DRIVEWAY, AS SHOWN ON PLAN. VERIFY WITH
EXISTING W41FR UNE
CITY INSPECTOR.
QQ
REMOVE (E) SIGN, TYP.
(E) AC PA VI1�G TIE-IN
DIRT SWALE, I FG
I TO EXIS17NG SWALE
SAWCUT (E) A.C• PAVING
O
CONSTRUCT STANDARD TYPE A'
COMMERCIAL DRIVE APPROACH PER
CITY OF BAKERSFIELO PROPOSED
_
STANDARD ST -3. SLOPE SOUTH GUTTER
Y. I
PAN 0 2.$' MAX CROSS -SLOPE.
:ve :.:..j'..:? ';{1 ':ti�' (y ••._: ri ...: Ye ._• :'i
I --i: !: ;-3: ::-: J:. :• ::-::-:.
............................. .
INSTALL STREET LIGHT PER C•O.B.
I
PROPOSED STANDARDS ST -23, ST -24,
'�•�:v_:• `-
(
AND ST -25.
11
00
•ca
oh
0
oo
hh
3 hh
(
~
':. II
3
`
INSTALLED BY CAL WA TER. PA TCH PER
vt�
v
0
OPEN -CUT DOWNING AND INSTALLS 4" TELEPHONE
NEW CURB &
GUTTER
CONDUIT. INSTALL PER AT&T STANDARDS AND COB
SAWCUT 2' BACK
OR AS DIRECTED
0.6' CLlI AGG BASE
STANDARD ST -12. 30" MIN. CO VER PATCH PER C•O.B.
N N
W4 N�t• Nqtr
h h
O NVQ- NQ�-
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QQ
cny
cam,•
Q�Q� I!
EXISTING OVERHEAD ELECTRIC UNE
0.60, AGGREGATE BASE OVER 100 NG
'%r
CURVE NUMBER - SEE CURVE
TABLE - • • - •
• - •
VERIFY DEPTH AND LOCATION
x1r_
NN
at
N��co
/l Z Xvl'i GY
1.00' NATIVE 0 959
'j
/N elRtr .0R
NEW TRAF17C SIGN
Clv L�S4-1:
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ABBREWA
77=8, R-VALUE=45
cn (,
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SECTION A
OQQ
(PER APPROVED STREET SECTIONS BY(PER
"PLANS
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Ns
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-. . . ............................ .. . ........................................ ... . . ... ............ . ... ... \ 1
C4.1 X E \, A-
3
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........... r'` ..............� � .............. ., (E' f G f7Gl! ?j2ESSlJRE
i
t .,
FOUND WEST 1/4 CORNER � Gas ISTkl:?JTIO,'• 4-s ! y 1
OF SECTION 21 -5+�
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f.
,
o•
w �..
9
X .,
9
/
X3
FOUND SALES MAP CORNER LOT 43 1107 a� �3 4 _r ��i r}3 1
ELEV = 395.93 307. 9&
-T
21+00 6 ,� 1 2240 ;5
q MONUMENT + /� X c5 ' ,
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TA 0+00
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♦ 7%
R/W PER DOC. 5162723
c„ \
r„
a
R/W PER DDC. #204084184 I �-
!!t' .n. �j,�ti• f, AF% 452-05"
r(E) SIDEWALK .,f � I 1
OWNED BY PG+E
I ! AM PW AU FAaM PROPERTY LINE
1 i 8" CURBI NAT£&TV AM A'IM ! U
I .; � Ili �✓I t
NL. M10011 S19; d'//04 Y.4ST S
I
SCALE: 1" = 30'
30 15
Em
0 30 60
wMammm
CONSTRUCITON
1
O
NO1FS
COORDINATE WITH PG&E TO
(E) RIGHT-OF-WAY PER
REMOVE/RELOCATE (E) U77LI77ES
0
CONSTRUCT 3.5' WIDE TYPE A' CATCH
DOC. 21516272J
BASIN PER CITY OF BAKERsmw
(i DOWNING AVE
STANDARD 0-14
0
REMOVE (E) CATCH BASIN. PLUG INE
DOWNNG AVE
(E) ir STORM DRAIN UNE PER CITY
45.00'
OF BAKERSRaD STANDARDS
O
CONSTRUCT TYPE B' CURB AND
GUTTER PER CITY OF BAKERSfTELD
w
STANDARD ST -1
O
CONSTRUCT 5.5' COMB/NATTON TYPE
SIDEWALK PER CITY OF BAKERSFIELO
SIDEWALK EASEMENT PER
10' I DOC. 0216059143
STANDARD ST -3
0
CONSTRUCT STANDARD TYPE B' COMMERCIAL
10' I
ORNE APPROACH PER CITY OF BAKERSRELD
4-10' k14' 6'
PROPOSED STANDARD ST -4. INSTALL 3' WIDE
0.4' AC PA ONG
1 1.469 TO 2.47
TRUNCATED DOMES AT EACH END OF
FG
(
DRIVEWAY, AS SHOWN ON PLAN. VERIFY WITH
EXISTING W41FR UNE
CITY INSPECTOR.
QQ
REMOVE (E) SIGN, TYP.
(E) AC PA VI1�G TIE-IN
DIRT SWALE, I FG
I TO EXIS17NG SWALE
SAWCUT (E) A.C• PAVING
O
CONSTRUCT STANDARD TYPE A'
COMMERCIAL DRIVE APPROACH PER
CITY OF BAKERSFIELO PROPOSED
_
STANDARD ST -3. SLOPE SOUTH GUTTER
Y. I
PAN 0 2.$' MAX CROSS -SLOPE.
:ve :.:..j'..:? ';{1 ':ti�' (y ••._: ri ...: Ye ._• :'i
I --i: !: ;-3: ::-: J:. :• ::-::-:.
............................. .
INSTALL STREET LIGHT PER C•O.B.
I
PROPOSED STANDARDS ST -23, ST -24,
'�•�:v_:• `-
(
AND ST -25.
11
REMOVE (E) WATER METERS AND
0.6' CLIP 4 G BASE
BOXES. COORDINATE WITH CAL WATFR•
0
OPEN -CUT DOWNING FOR UTILITY
INS TALLA AON• INSTALL ELEC/CABLE PER
(
DETAIL 1, SHEET ST03 AND 0 0.8.
1 0.4' AC PAVING
STANDARD ST -12. WATER TO BE
100 NATIVE 0 959
INSTALLED BY CAL WA TER. PA TCH PER
EXISTING BARBED WIRE FENCEUNE
C.O.B. PROPOSED STANDARD ST -11.
0
OPEN -CUT DOWNING AND INSTALLS 4" TELEPHONE
NEW CURB &
GUTTER
CONDUIT. INSTALL PER AT&T STANDARDS AND COB
SAWCUT 2' BACK
OR AS DIRECTED
0.6' CLlI AGG BASE
STANDARD ST -12. 30" MIN. CO VER PATCH PER C•O.B.
PROPOSED STANDARD ST -11.
•
401
400
399
398
397
396 -
J95
394
393
392
391
390
389
388
20+50
21 *00
4 PROPOSED UNDERGROUND U&ITY LINE. SEE APPROVED
0 U1LITY PLANS
Q PROPOSED WATER UNE. SEE APPROVED CAL WATER
PLAN.
22* 00
INSTALL TEMPORARY DRAINAGE BASIN PER
C.O.B. PROPOSED STANDARD 0-11. SEE SHEET STOJ
0 INSTALL STANDARD OUkET PER
C.O.B. PROPOSED STANDARD D-10. SEE SHEET ST03,
» ser. _ .. />t./T.s ti /i / �n
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p �„ •(Y .. �� (3Y}� ��'• ��� (i t' 1 r T �!Y � �?_a ♦r J' (� b�'... t.r• � b� ..� � i
' _% n: " r '1 r C% MONUMENT
U t r N' 't. 9 'tj+t w� �s
Of(l'✓Ed'%4 Y r D rr J r t »» y U� s :� S' r x S?
X �6 x" s • X 3g�' 3J�' I SCR/B X5 X 3�1'' �Q d'
a✓ c., STA 25+65. X X 4
C.l.,. „ .,
r-` ,
t7
Q '
1
y
3� ..._........................... ---..._.. � �.r ' .............................. y_.............._......_............_._Jg sfsv r i rtl! X 3� -- .. ........................ ..
,3
- - - - y 1 02 i..... X X _....._ a' ' g _._...__......._.._.. yr41
41
- - - - -
- - - - - - - - - - - - - - - - - - --F-•C�1Dll_SAtES-MAP�Qb'I �LQT_J3 L - -"
-496. g0 �; I FOUND MONUMENT Rc=4-
�lS OF Q /NG'S) ,. a5 X DOWNING AVENU X LES J96.46(, ELEV = 393.87
8946; W_� 5a _ _, 0
/ - - - - - - - -tea= - - $ e'3•�7_ - t �✓ ?$� ti�a°•Z� ea$• .
1328.! 1' 234-00 24+00 y6>>� 8' ��' f�>>cxi
26f� '� �8 ���� _ 27f� - - 28+00
- -X - �-
:_ i q
rOC•4-�S�..�...�.<!p.•�Yj / '••••Er . 'va. �
.�r�V.•.'`•� .J.•i .
r--Jr..rtef...•. •.:••.•1•'• •��•••.•••• _
.•,�
C••�:•:• ' zL3 ;.:.
\.._..f{. ...w...l.....i.-....-s...........:..7...'.........r..+....�..G.•. . b r•vr•r•r•rwv. vi �w _..vt ...l'.:..'.r..h.`.•G.•- .•r.P.�•
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...
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v
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'4
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...^, ..(.�.
.-...-',. .r• .' �
c:
�.r.r. �'a":.x..-: •.•.....•.•. • • •X :•xa7 • • •er..,,."{ -TrJ`y •.p:i'•.
;•..v. -, . 7
%A.•.i../:....
•. • . }n.., . .4.Lr I-'
:
- 50 �aS .:......
(3) --TY" rP.- tl
E y , O"M
1r •
tG
,-
2
V_
OBEC�F-
'T:a.H•
?U0J S'
R/
zK
"7 E
1Rr
1
'AeS -.....,.*. ,�.,, •s.
..• ............... r.r.. x
iiirvvr•lr • . L
.I. X
r (
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.7
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,'Gija L .......�• ..... 1 . -JP...... ..........
46
0 �95ii ................ ...T• •' �r . ......... X
.�K-
•.••. .. ........................
t ••..•••••..•• ••..•••.••.•••
'' , _c 4 � ��4.Y '
'
l/
F a •♦
!• it
,r
F
- 1
EEC ? ' :.-'!' cJ ;>10f c4- ' >„L Cttc rt PROPERJ'Y LINE
•,' ::.:;. TEL TEL « r' ;�F E:-E_..�-:��<-, �*-;�;.--f•�<� �~'.,:;':' Ai'
.'.• .. •� IEEE ,:r'
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^$ V ter itYt' _ vi :it 'ti/ lr� "d•''�"'W1. ` •71' STREET LIGHT 22169 r'��. CHANNEUZER :TYPE F' PER
_ _ _ _ Y _ _ _ a _ - Y rr # :'� ! , T!'PE OM1 -3 MARKER
t
L
�rl�sl/ V V �,I.,,•
r .a•. - - Fes- -�Vt1' ;.
, •Q
r� 1
A TRANS TAN ARD PLAN
�.� }� C L S D
ba:
oc
,,Lr.
h • dv
u, f.
ri 1
' �A
A � CTV T R W PER DOC. ,((215162723 r`
t / 1T
A73C TYP OF 2)
-RI------ -------------- ------ -
LL
g I, -J SEE APPROVED GRADING PLAN j a'5
$ 10 P.U.E. AND PUBLIC SIDEWALK PROPERTY LINE J76-4000001 FOR ON-SITE
°o IMPROVEMENTS (E) s/,>/cu- AC EDGE
0 09 I EASEMENT PER DOC. 0216059143 -" - IMPR !
# SND 10 P•U•E• AND PUBLIC SIDEWALK
1 cn �� �g6•�S 'Uz 7.05 ro806 Et4 FkTNT PER DOC. #021605RyJ
x I Z X LO`i f LLA NO. X �, X
� s
I I PROPECTY LINE 1 "° a3 . e)h 41 7 Iif` I
234-00
INSTALL 18" 011 RCP 0 0.25X
INSTALL MANHOLE PER DETAIL 2, SHEET 5703.
STA 22+54.23, 61.90' RT
DOWNING AVENUE
(STA TION 204-85.73 TO 264-66.09
24*00 25*00 26*00
SOUTH FL OKINE
SCALE: HORIZONTAL - 1" = 30'
VERTICAL - I» = 3'
SECTION LINE
(E) RIGHT -OF -WA Y PER
Length
SECTION LINE
Delta
(E) RIGHT-OF-WAY PER
Cl
SECTION LINE
(E) RIGHT -OF -WA Y
(E DOWNING AVE
DOC. 21516272J
19.89
(i DOWNING AVE
31.53'
DOC. 215162723
09079'39"
DOWNNG AVE
VARIES
45.00'
110' PUBLIC UTILITY AND
VARIES
45.00'
w
( 10'PUBLIC UTILITY AND
VARIES 30.00'
35.00'
10' I
SIDEWALK EASEMENT PER
10' I DOC. 0216059143
I i
z
35.00'
10' I
SIDEWALK EASEMENT PER
10' I DOC, 0216059143
4-10' k14' 6'
4-20)
E AC PA�NG
O
�_ 1.57
0.4' AC PA ONG
1 1.469 TO 2.47
5.5 CONK
SIDEWALK
FG
(
E AC P� VING f 10'
() I I 1.57 I
EXISTING W41FR UNE
0.4 AC PAVING
1.97 TO
5.5 CONCV
SIDEWALK
FG CONC CURB
(E) AC PA VI1�G TIE-IN
DIRT SWALE, I FG
I TO EXIS17NG SWALE
1 1
---- EXISTING SEWER UNE
W
EXISTING WATER VALVE
2.47
_
Y. I
EXISTING ELECTRICAL BOX
:ve :.:..j'..:? ';{1 ':ti�' (y ••._: ri ...: Ye ._• :'i
I --i: !: ;-3: ::-: J:. :• ::-::-:.
............................. .
i`Mii:.: ..
I
I
:'?. �'. '': ::: •
�:..;fi-;.1,�.-,"''fi:�1',.�f -`l ::lLrs 4-4?i"t T•"'f�-"" fL;:tl "-'Tt�� •;• ft :+ :': �, •::.:•, ::.
'�•�:v_:• `-
(
I
.t:' .. t .
� - j :°�7�'-°
(E) 2" SO CAL GAS LINE, �'
0.6' CLIP 4 G BASE
NEW CURB & I
(
SAWCUT 2' BACK
0.6' C0 AGG BASE
(
(
1 0.4' AC PAVING
VERIFY DEPTH AND LOCATION,
SAWCUT 2' BACK
OR AS DIRECTEDBY
100 NATIVE 0 959
GUTTER
EXISTING BARBED WIRE FENCEUNE
OR AS DIRECTED
CITY INSPECTOR
100' NATIVE 0 957
NEW CURB &
GUTTER
o
SAWCUT 2' BACK
OR AS DIRECTED
0.6' CLlI AGG BASE
CONSTRUCT 0.4' AC PAVING OVER
_- GE
EXIS77NG ELECTRIC UNE
o
CONSTRUCT 0.4' AC PAVING OVER
BY CITY INSPECTOR
BY CITY INSPECTOR
c
W
0.60 AGGREGA IF BASE OVER 1.00 NG
(E) 2 SO CAL GAS LINE,
:�! E
EXISTING OVERHEAD ELECTRIC UNE
0.60, AGGREGATE BASE OVER 100 NG
CURVE NUMBER - SEE CURVE
TABLE - • • - •
• - •
COMPACTED TO 959' MAX DENSITY
VERIFY DEPTH AND LOCATION
p--�
NEW STREET LIGHT
_ _ _
COMPACTED TO 957 MAX DENSITY.
1.00' NATIVE 0 959
m
-�
NEW TRAF17C SIGN
77=8, R-VALUE=45
O
N
ABBREWA
77=8, R-VALUE=45
n
SECTION A
(PER APPROVED STREET SECTIONS BY(PER
"PLANS
EXISTING
Q
SECTION B
-
APPROVED STREET SECTIONS BY
"PLANS
SECTION C
TYPICAL
STA: 204-85.73 TO 234-47.92
SCALE- 1`10'
_____
COUNTY OF KERN 777ZED FOR
CONSTRUCTION ON DOWNING AVENUE, S210F,
W
c�
F0.
STA: 234-47.92 TO 264-66.09
COUNTY OF KERN 777ZED FOR
CONSTRUCTION ON DOWNING AVENUE, S21OF;
I
I
i
I
(
1
I (
I�
I
I
FOUND WEST 1/4 CORNER
OF SECTION 21 - - - - -
FOUND SALES MAP CORNER LOT 43
ELEV = 395.93 11.07
J MOWUMENT
STA 20+00 30.00
N
30.00 - -
0 z I
I
I
1
_.� -- _ _ _
_..... __ _..... a ..._--....._.............................- -- ----- -- _ w ....._.......6i1 m BA,SES-2-�z:r; _: _._ _ ..... _
_. _.. _.. _ PR
_-.....__....._.- _._.....__ _ _ _.
OPERIY LINE
44.00
44.
SZV
18 a
-W--- - __..........__ -- - - - X -- -- --
1
lqqm`v PROPERTY LINE
0
N 89646 00' W 8286-
�o
7 -- -- --
i
------- ------ ----
/ , R/W PER DOC. #21516272375
o \ o
• oar o>o
�, ~ R/W PER DOC. #215162723 N
ppig------- - -- -------------------------------------: - 3---------------;3 Q Q
- - - - - -Z� .-._..... .. .. ................
• h R/W PER DOC. #204084184 I {(--------------------------------------------------------- w o - -----
��` • = o; ( { I SEE APPROVED GRADING PLAN o Q-11 Wo
^� I �, ^ , O
FOR ON --SITE z I o
AP%� 452-0J0-01 W o { a- � N 10 P.U.E. AND PUBLIC SIDEWALK PROPERTY LINE j ; ;
116-4000001
q; :: EN7S
OWNED BY PG+E m -' Q EASEMENT PER DOC. 10216059143 _.__-__.-.-... IMPROVEM 10' P.U.E. AND PUBLIC SIDEWALK ; m
I PER PW AIL FAM70 PROPERTY LINE � c,�
fury aEEN Aa VONEV. N I i LOT LLA NO. X5•-0428 i i I N m # f
{ O i AN z Q �.
x ( 2+ ! t EASEMENT PER DOC. 021605914 3 !
LOT 1, LLA NO 15-0428 N N
PROPERTY LINE ( o Q Q
PROPERTY UNE ! I
tli r f ( i I C//71A/AI'r AAM r1DAMIA/117' CAC'Cl/CArT
I
depth of drive opproach.
26 %'
GFlVDW NOTES
ALL nUAO AAD COVERS SHALL BE TWW,, 6R4 Y CAST MM, FRET FRAM
•
.......................... .
........... ...... ................. z ...........
I
;, r t
A. C. PA VEMENT
U
-E3-'
#Vff LAT FLASH
CASINGS WALL CO'W'ORII 7V 71AE' PRONSCWS CF 71E 9WFK'A7KWS FAR
/ 1..........
......... ................. ...-::::-a,:_,__.............................T ....................._= =..........................._........_..
........................... _.._.............. ...._____...................... .._..--_..
Wa AY--h%W WARM 9941AL DI UWA7 W ASTM.• A48(LANST RENSIOV� aASS
- s ..................
........................ .............. ........... ...
Na ,iat
v
1'MIN.
ALL FRAAES AAV COVERS 9MIL BE TESTED FW AGSi64CY w FIT AAAI 9YAL
V
.................. ............. . ..... ..................... ..
......................... ........ . ........ . ............ ........... . .................... ....... . . .....
shall be sowcut at the limits of removal as directed by the City Engineer.
BE MARKED IN SETS PAW 70 DaAERY.
The section being removed shall be a min. of 5.0' in length and sawcuts
SHELf
F•-- 18� -{
2. A current Street Permit issued b the Cit of Bokersi<e/d Public
y y
HE SEATS CIF FRAMES AND BEARING FACES OF 71E 001f RS 5YAU BE
yO
(Zi
............. ... ...._................................................
11. Sections being replaced may be poured against existing pavement,
if in good condition and with prior approval of the City Engineer.
AND CABLE
i
UI
CITY OF BAKERSFIELD-
T03-ELEC
Wff-0R)1Af4 XT -Buff ASWAL nC W~D IV PROME A PR007EC71W
to the requirements of Standard Detail ST -11.
OF%NGS)A
DowNnvG I'1
pi
LOCAL BM. CD-
2g
TIE NAME LT M4A11JFAC7WAfG COMPANY SifALC BE OV 77E C4YM SW CF IEE
!
+
�
��O
Wow
' 22+00
WNL
� �
rn
SQUARE,ON CONC
receive a uniform application of white pigmented curing compound
PAfWS THE CIOVFR 9MLL MEVV OMIT LESS THAN 1210 PAWS 07 MORE THAN
�
15. A minimum of 22' of full height curb shall separate drive approaches,
_........................................ _...__....._.... _...... _.......
.,....._. _�....._..._... _................__.................-.............................................................._..........
/ �
__ ..__.....__� _.._._.
ELEV = 396.27'
J�
�� � ROPERTY LINE
- P
17. No portion of the drive approach shall be constructed on adjacent
_......_ ._ .._. _..
18 W.
�
18. See Toble 6.9.1 for use of this drive approach standard.
15.00
*•:'o ; ; t •
MIN. 12' CLEAR .r,
"
,..�
-------------------------
- - -
- =T BETWEEN WATER &
- - - - v - _ - -
............. ............................... ............................ ............._............ _................. ............
Q
..........................._..__..
f
R/W PER DOC. 1215162723 wN S STORM DRAIN
60
R/W PER DOC. #204084184
• 452-�
-----------
I
--�
,
_ � - --------------------------------
u0 1$
�
I
��
:-.:
..............................
_ _-
EASEMENT PER DOC. 10216059143
...
..`.....................
...
_.� -- _ _ _
_..... __ _..... a ..._--....._.............................- -- ----- -- _ w ....._.......6i1 m BA,SES-2-�z:r; _: _._ _ ..... _
_. _.. _.. _ PR
_-.....__....._.- _._.....__ _ _ _.
OPERIY LINE
44.00
44.
SZV
18 a
-W--- - __..........__ -- - - - X -- -- --
1
lqqm`v PROPERTY LINE
0
N 89646 00' W 8286-
�o
7 -- -- --
i
------- ------ ----
/ , R/W PER DOC. #21516272375
o \ o
• oar o>o
�, ~ R/W PER DOC. #215162723 N
ppig------- - -- -------------------------------------: - 3---------------;3 Q Q
- - - - - -Z� .-._..... .. .. ................
• h R/W PER DOC. #204084184 I {(--------------------------------------------------------- w o - -----
��` • = o; ( { I SEE APPROVED GRADING PLAN o Q-11 Wo
^� I �, ^ , O
FOR ON --SITE z I o
AP%� 452-0J0-01 W o { a- � N 10 P.U.E. AND PUBLIC SIDEWALK PROPERTY LINE j ; ;
116-4000001
q; :: EN7S
OWNED BY PG+E m -' Q EASEMENT PER DOC. 10216059143 _.__-__.-.-... IMPROVEM 10' P.U.E. AND PUBLIC SIDEWALK ; m
I PER PW AIL FAM70 PROPERTY LINE � c,�
fury aEEN Aa VONEV. N I i LOT LLA NO. X5•-0428 i i I N m # f
{ O i AN z Q �.
x ( 2+ ! t EASEMENT PER DOC. 021605914 3 !
LOT 1, LLA NO 15-0428 N N
PROPERTY LINE ( o Q Q
PROPERTY UNE ! I
tli r f ( i I C//71A/AI'r AAM r1DAMIA/117' CAC'Cl/CArT
GE]VERAL NOES -
TAR SHALL CONSIST OF ONE PART POIRTLAND
CSM T M 7W PARTS OF arm, KU W&M SAND.
2 NIS 91AU BE FILLET) )NIH MORTAR AND NEATLY
R
OR M1PED OW IN.0E OF PIPE:
10.0'
depth of drive opproach.
26 %'
GFlVDW NOTES
ALL nUAO AAD COVERS SHALL BE TWW,, 6R4 Y CAST MM, FRET FRAM
•
.......................... .
........... ...... ................. z ...........
I t ...................... ........
;, r t
A. C. PA VEMENT
1 Y2'
\
-E3-'
#Vff LAT FLASH
CASINGS WALL CO'W'ORII 7V 71AE' PRONSCWS CF 71E 9WFK'A7KWS FAR
/ 1..........
......... ................. ...-::::-a,:_,__.............................T ....................._= =..........................._........_..
........................... _.._.............. ...._____...................... .._..--_..
Wa AY--h%W WARM 9941AL DI UWA7 W ASTM.• A48(LANST RENSIOV� aASS
- s ..................
........................ .............. ........... ...
Na ,iat
SECT�OIV A -A spaced, continuous
1'MIN.
ALL FRAAES AAV COVERS 9MIL BE TESTED FW AGSi64CY w FIT AAAI 9YAL
.......... . ........... ... .............
.................. ............. . ..... ..................... ..
......................... ........ . ........ . ............ ........... . .................... ....... . . .....
shall be sowcut at the limits of removal as directed by the City Engineer.
BE MARKED IN SETS PAW 70 DaAERY.
The section being removed shall be a min. of 5.0' in length and sawcuts
SHELf
F•-- 18� -{
2. A current Street Permit issued b the Cit of Bokersi<e/d Public
y y
HE SEATS CIF FRAMES AND BEARING FACES OF 71E 001f RS 5YAU BE
yO
U
2
............. ... ...._................................................
11. Sections being replaced may be poured against existing pavement,
if in good condition and with prior approval of the City Engineer.
AND CABLE
CASNNGS SHALL BE MPOUgA! Y aZ4AEV AAD DIPPED W IN A
CITY OF BAKERSFIELD-
T03-ELEC
Wff-0R)1Af4 XT -Buff ASWAL nC W~D IV PROME A PR007EC71W
to the requirements of Standard Detail ST -11.
OF%NGS)A
DowNnvG I'1
_ _.........................._........_.
not monolithically.
TIE NAME LT M4A11JFAC7WAfG COMPANY SifALC BE OV 77E C4YM SW CF IEE
N 89046 00 W
<Y
?1+00
' 22+00
HIEN
_ }_
LABEL 'SEVER' OR 'DRAIN'
receive a uniform application of white pigmented curing compound
PAfWS THE CIOVFR 9MLL MEVV OMIT LESS THAN 1210 PAWS 07 MORE THAN
AS APPUCABLE
15. A minimum of 22' of full height curb shall separate drive approaches,
_........................................ _...__....._.... _...... _.......
.,....._. _�....._..._... _................__.................-.............................................................._..........
/ �
__ ..__.....__� _.._._.
_ ... _ - _W .�s� - _...
_......_ .__ �
�� � ROPERTY LINE
- P
17. No portion of the drive approach shall be constructed on adjacent
_......_ ._ .._. _..
18 W.
�
18. See Toble 6.9.1 for use of this drive approach standard.
15.00
*•:'o ; ; t •
MIN. 12' CLEAR .r,
"
,..�
-------------------------
- - -
- =T BETWEEN WATER &
- - - - v - _ - -
BLINDPla( HOI E
R/W PER DOC. 1215162723 wN S STORM DRAIN
60
R/W PER DOC. #204084184
• 452-�
-----------
I
� 396,
_ � - --------------------------------
u0 1$
sides
on Detoll ST 10.100
I
��
"' 10' P.U.E.
AND PUBL/C SIDEWALK PROPERTY L/NE
P,ca� B P PROPERTY L/NE
(
_ _-
EASEMENT PER DOC. 10216059143
X71► Aa1M0CNliL
LOT Z LLA NO. 15-0428
(�•-O
NEW STREET LIGHT
i 14,
28' PRORL I r LINE
� T
-v-
NEW TRAFFIC SIGN
�
-- -
-
--
HIGH WATER
i' 2.1 6
- - -
- - -
EREV = 393.10 � �
i
I
`� I
FLOWAGE AND DRAINAGE EASEMENT
RThr��£ Pr MOOD SiG4/
V
SAWCUTLINE
/� ��
,�96 I
TO THE CITY OF BAKERSFIELD PER
452-I�:ZO-05
�
,�
-N}-
�'
-•-•-•- -
(
DOC. #0216059144
1
;;,1 .........................................
T51'L-
.....................................
.; S .....................................
W
EXISTING SEWER LINE
EXISTING GAS UNE
�
................ _.._....... _____
'
_........ _
TEMP SUMP -4.5 WATER DEPTH
....................................
0
............................
SUMP BOTTOM - 38860
0
HIGH WATER EL EV - 393.10
p
_ ......... .......
. ................................
VOL REOLVED - 3,600 CF.
t:) E:::
ZI
(0.15x0.951k25, 700sf)
-••-••-••-••-
VOL PROVEED - 4,400 CF.
- - -
- - -
(1,860 + (4*WO) + 280 / 6) • 4.5
..................................................................................................
WSTALL PER COB STANDARD D-11
EXIS778G CURB & GUT7FR
GE]VERAL NOES -
TAR SHALL CONSIST OF ONE PART POIRTLAND
CSM T M 7W PARTS OF arm, KU W&M SAND.
2 NIS 91AU BE FILLET) )NIH MORTAR AND NEATLY
R
OR M1PED OW IN.0E OF PIPE:
24' ti 2:1 MORTAR,
DRY PACKED
DIA.
STEPS\\
12" O.C.
n
PRECAST RSWORIED MANDE STCTKWS SMALL BE COVSIRUC0
N ACCWOANCE• W7H X P14100W OF ASIA/ C-474 a4MT
EANTIOIK
INSTALL STANDARD CALVMVff.D STEPS 012' AN -a N71R F
MA001 DEPTH DMW 5: POUR 3' SOVARE M4Z '3' CONCRETE
CILAR, 6' 71#CK
LABEL COVER `SORT/ AWN' CMT ISM' AS APPLICABLE
ME 10W AND BOTTOM JNIS CM" 71E LON& MANDE ZCJIOV
SMALL BE SEi1LED BY A KENT -SEAL OR APPROVED EQUAL.
MANHOLES INCWP R4 WO PLAS77C PIPE 91ALL BE COVSMUCEED
W771 WAIERSTOPS N ANE OF NE FaLOWVG MANNERS
L MANHOLE COWUNGS PROMWO ELASIOAIEIR/C G49ffT SEAL
WW7ED NTC! MANDE
2 tiEXw BOOT oR RmK 0-RAVG O? G4.AKET WAIERSTOp
WWIED Nm MANDE WALL.
,L PWCAST M4AVI61 Z WIH CG ffCDAV PARIS AND
EZASI%WE7Iv'lC SMS PRECAST NTO MANDE WALLS
1;
PLAN 1R097ION LIf7NfZV NVERT SM BE A SMOOTH WARPED SURF'ALE:
PLAN
SLOPE, I a '3' O`apy(;v I -3P -- SEE M FOR FRAME
PER 1 4' Ml • 5 1/2 S46K).
CLASS 2' - S.
AND COVER DETAIL
L', z CONCRE7F
N i �
w
Q: � r
n
9" -A
AM P.CC SLAB NOT In BE POURED UN77L
SECTION PANNG IS /N PLACE
2 MANHOLE W1 ECCENTRIC CONE
STO
PLAN
DOWNING AVENUE
(STATION 20+85.73 TO 26f66.09)
SEC17ON LINE
DOW" AVE
VARIES
1
(E) AC PA VING
APPROVED BY.- ROBERT T. SWANSON DA TE
R. C.E. 4JOJ2 (EXP. OJIJ1/18)
vi PA 3-a7-17
APPROVED BY.- DANIEL PADILLA DATE
R. C.E. 67008 (EXP. 09/30/18)
10.0'
depth of drive opproach.
26 %'
GFlVDW NOTES
ALL nUAO AAD COVERS SHALL BE TWW,, 6R4 Y CAST MM, FRET FRAM
6.0' min.
25 %'
EXISTING FIRE HYDRANT
WARPS CRA= HCYES SMELLS AND all -S SOT AAV "LL HAW A
A. C. PA VEMENT
1 Y2'
\
-E3-'
#Vff LAT FLASH
CASINGS WALL CO'W'ORII 7V 71AE' PRONSCWS CF 71E 9WFK'A7KWS FAR
44
� 1-4" CABLE
Wa AY--h%W WARM 9941AL DI UWA7 W ASTM.• A48(LANST RENSIOV� aASS
14 Rebar - 24' O.C. both ways, full width of body of
2.0' from bottom
5,
Na ,iat
SECT�OIV A -A spaced, continuous
1'MIN.
ALL FRAAES AAV COVERS 9MIL BE TESTED FW AGSi64CY w FIT AAAI 9YAL
1. A# workmanship and materials shall conform to the opplicable
ELECTRIC PRIMARY---_
CLEAR OPENING _
shall be sowcut at the limits of removal as directed by the City Engineer.
BE MARKED IN SETS PAW 70 DaAERY.
The section being removed shall be a min. of 5.0' in length and sawcuts
SHELf
F•-- 18� -{
2. A current Street Permit issued b the Cit of Bokersi<e/d Public
y y
HE SEATS CIF FRAMES AND BEARING FACES OF 71E 001f RS 5YAU BE
7
JOINT UTILITY TRENCH
M4000 f A SMOOTH NCV -ROCKING FTT BTM OV NE 7Mt7 CASINGS
11. Sections being replaced may be poured against existing pavement,
if in good condition and with prior approval of the City Engineer.
AND CABLE
CASNNGS SHALL BE MPOUgA! Y aZ4AEV AAD DIPPED W IN A
CITY OF BAKERSFIELD-
T03-ELEC
24' ti 2:1 MORTAR,
DRY PACKED
DIA.
STEPS\\
12" O.C.
n
PRECAST RSWORIED MANDE STCTKWS SMALL BE COVSIRUC0
N ACCWOANCE• W7H X P14100W OF ASIA/ C-474 a4MT
EANTIOIK
INSTALL STANDARD CALVMVff.D STEPS 012' AN -a N71R F
MA001 DEPTH DMW 5: POUR 3' SOVARE M4Z '3' CONCRETE
CILAR, 6' 71#CK
LABEL COVER `SORT/ AWN' CMT ISM' AS APPLICABLE
ME 10W AND BOTTOM JNIS CM" 71E LON& MANDE ZCJIOV
SMALL BE SEi1LED BY A KENT -SEAL OR APPROVED EQUAL.
MANHOLES INCWP R4 WO PLAS77C PIPE 91ALL BE COVSMUCEED
W771 WAIERSTOPS N ANE OF NE FaLOWVG MANNERS
L MANHOLE COWUNGS PROMWO ELASIOAIEIR/C G49ffT SEAL
WW7ED NTC! MANDE
2 tiEXw BOOT oR RmK 0-RAVG O? G4.AKET WAIERSTOp
WWIED Nm MANDE WALL.
,L PWCAST M4AVI61 Z WIH CG ffCDAV PARIS AND
EZASI%WE7Iv'lC SMS PRECAST NTO MANDE WALLS
1;
PLAN 1R097ION LIf7NfZV NVERT SM BE A SMOOTH WARPED SURF'ALE:
PLAN
SLOPE, I a '3' O`apy(;v I -3P -- SEE M FOR FRAME
PER 1 4' Ml • 5 1/2 S46K).
CLASS 2' - S.
AND COVER DETAIL
L', z CONCRE7F
N i �
w
Q: � r
n
9" -A
AM P.CC SLAB NOT In BE POURED UN77L
SECTION PANNG IS /N PLACE
2 MANHOLE W1 ECCENTRIC CONE
STO
PLAN
DOWNING AVENUE
(STATION 20+85.73 TO 26f66.09)
SEC17ON LINE
DOW" AVE
VARIES
1
(E) AC PA VING
APPROVED BY.- ROBERT T. SWANSON DA TE
R. C.E. 4JOJ2 (EXP. OJIJ1/18)
vi PA 3-a7-17
APPROVED BY.- DANIEL PADILLA DATE
R. C.E. 67008 (EXP. 09/30/18)
MANHOLE-. -
(E) JIGHT-OF- WAY PER
DOC. 215162723
45'
I
10'
0.4' A PA VING
10'
10' PUBLIC UTILITY AND
SIDEWALK EASEMENT PER
DOC. 0216059143
12' 15.5'
1
1
NEW 6' FENCE
\ MANHOLE
1
,
�- 0.6' AGG ---
8" CAL WATER
MAIN LINE. iZ' OF 18" CLAI
1. DO' NATIVE ®9 RCP 0 0.259
CONSTRUCT 3.5' WIDE TYPE A'
CA TCH BASIN PER CITY OF
BAKERSFIELD STANDARD D-14
VARIES
12'
7FMPORARY SUM PER
COB. PROPOSED STANDARD D -Il
RAMP
OUTLET STRUCTURE
111.5' OF 18" CLIII RCP
0 0.259
SECTION o
STA: 22+54.19
SCALE 1`10'
If necessaryy, adjust R/W or obtain 4.0' min.
easement to accommodate full
10.0'
depth of drive opproach.
26 %'
GFlVDW NOTES
ALL nUAO AAD COVERS SHALL BE TWW,, 6R4 Y CAST MM, FRET FRAM
6.0' min.
25 %'
EXISTING FIRE HYDRANT
WARPS CRA= HCYES SMELLS AND all -S SOT AAV "LL HAW A
SEE DETAIL 'A'
1 Y2'
\
-E3-'
#Vff LAT FLASH
CASINGS WALL CO'W'ORII 7V 71AE' PRONSCWS CF 71E 9WFK'A7KWS FAR
44
6.0' min.
Wa AY--h%W WARM 9941AL DI UWA7 W ASTM.• A48(LANST RENSIOV� aASS
14 Rebar - 24' O.C. both ways, full width of body of
2.0' from bottom
Cold joint. 2 - 14 Rebar even!
full
Na ,iat
SECT�OIV A -A spaced, continuous
1 3/8°
ALL FRAAES AAV COVERS 9MIL BE TESTED FW AGSi64CY w FIT AAAI 9YAL
1. A# workmanship and materials shall conform to the opplicable
10. Sections of existing drive approach being removed for replacement
CLEAR OPENING _
shall be sowcut at the limits of removal as directed by the City Engineer.
BE MARKED IN SETS PAW 70 DaAERY.
The section being removed shall be a min. of 5.0' in length and sawcuts
Specifications, current City approved edition.
32 %2'
2. A current Street Permit issued b the Cit of Bokersi<e/d Public
y y
HE SEATS CIF FRAMES AND BEARING FACES OF 71E 001f RS 5YAU BE
Works Department must accompany oil work within City right-of-way.
COUNTY OF KERN
M4000 f A SMOOTH NCV -ROCKING FTT BTM OV NE 7Mt7 CASINGS
11. Sections being replaced may be poured against existing pavement,
if in good condition and with prior approval of the City Engineer.
SECTION A -A
CASNNGS SHALL BE MPOUgA! Y aZ4AEV AAD DIPPED W IN A
CITY OF BAKERSFIELD-
the edge of concrete or as directed. Pavement patch shall conform
Wff-0R)1Af4 XT -Buff ASWAL nC W~D IV PROME A PR007EC71W
to the requirements of Standard Detail ST -11.
Standard Specifrcotions for minor concrete (min. cement content of
505 /b/cu )d). Concrete shall contain no additives unless prior approval
COATNG
is obtained from the City Engineer.
not monolithically.
TIE NAME LT M4A11JFAC7WAfG COMPANY SifALC BE OV 77E C4YM SW CF IEE
2' PA TM LE
.J
COVER
1/8'
HIEN
MANDE FRME "LL METH'! AVT LESS THAN 120 PWAOS 0? MORE NAN 250
LABEL 'SEVER' OR 'DRAIN'
receive a uniform application of white pigmented curing compound
PAfWS THE CIOVFR 9MLL MEVV OMIT LESS THAN 1210 PAWS 07 MORE THAN
AS APPUCABLE
15. A minimum of 22' of full height curb shall separate drive approaches,
2W PLUM
A
/ �
A MANDE COW57S SM4L1 HAW A SELF -AR MAV &1AV RX HALE 07 S
and at 10 max. intervals or as directed by the City Engineer.
curb return.
17. No portion of the drive approach shall be constructed on adjacent
8. Expansion joint filler materia/ shall consist of preformed strips of
TM
durable, resilient compound that conform to the requirements of the
Standard Specifications
18. See Toble 6.9.1 for use of this drive approach standard.
9. Where new approach is being constructed adjacent to existing curb
A TXT
and gutter, the existing curb and gutter shall be completely removed
'curb
%32 MACHINED SURFACES
"
1 1/2" MF DRAINING
�45'op.
10112-
01/2"BUND
E.C.R.
BLINDPla( HOI E
TAPER
60
3.0' of Detectable Worning Surface,
TOP OF PAVEMENT
full width of sidewalk, typ. both
of approach. See Note 4
sides
on Detoll ST 10.100
COVER
GRADE BREAKC\1
FRAME
CURVE NUMBER -SEE CURVF TABLE
P1 AN
QEIAIL NA "
MANHOLE-. -
(E) JIGHT-OF- WAY PER
DOC. 215162723
45'
I
10'
0.4' A PA VING
10'
10' PUBLIC UTILITY AND
SIDEWALK EASEMENT PER
DOC. 0216059143
12' 15.5'
1
1
NEW 6' FENCE
\ MANHOLE
1
,
�- 0.6' AGG ---
8" CAL WATER
MAIN LINE. iZ' OF 18" CLAI
1. DO' NATIVE ®9 RCP 0 0.259
CONSTRUCT 3.5' WIDE TYPE A'
CA TCH BASIN PER CITY OF
BAKERSFIELD STANDARD D-14
VARIES
12'
7FMPORARY SUM PER
COB. PROPOSED STANDARD D -Il
RAMP
OUTLET STRUCTURE
111.5' OF 18" CLIII RCP
0 0.259
SECTION o
STA: 22+54.19
SCALE 1`10'
If necessaryy, adjust R/W or obtain 4.0' min.
easement to accommodate full
10.0'
depth of drive opproach.
2.0% max. slope
-.
ABBREVIATIONS.•
6.0' min.
1.0' Lip
EXISTING FIRE HYDRANT
(E)
EAIS77NG
-E3-'
EXIS77NG POWER POLE
44
6.0' min.
•
14 Rebar - 24' O.C. both ways, full width of body of
2.0' from bottom
Cold joint. 2 - 14 Rebar even!
full
approach, with clearance of concrete.
SECT�OIV A -A spaced, continuous
NOTES•
width of approach C & G.
1. A# workmanship and materials shall conform to the opplicable
10. Sections of existing drive approach being removed for replacement
sections of the specifications entitled 'State of Califomia, Deet. of
shall be sowcut at the limits of removal as directed by the City Engineer.
Transportation Standard Specifications', hereafter known as Standard
The section being removed shall be a min. of 5.0' in length and sawcuts
Specifications, current City approved edition.
shall align with existing joint or score line. Replacement shall conform
2. A current Street Permit issued b the Cit of Bokersi<e/d Public
y y
in dimension and location to the adjacent existing improvements
unless otherwise directed.
Works Department must accompany oil work within City right-of-way.
COUNTY OF KERN
J. Subgrade shall be constructed true to grade and cross section
11. Sections being replaced may be poured against existing pavement,
if in good condition and with prior approval of the City Engineer.
and compacted to 95% of maximum dry density as determined by AS1M
ASTM 9-1557 to a depth of 6.0" below top of subgrods
Otherwise, the existing pavement shall be sawcut a min. of 2.0' from
CITY OF BAKERSFIELD-
the edge of concrete or as directed. Pavement patch shall conform
4. Concrete for drive approach shall conform to the requirements of the
to the requirements of Standard Detail ST -11.
Standard Specifrcotions for minor concrete (min. cement content of
505 /b/cu )d). Concrete shall contain no additives unless prior approval
12. Curb and gutter and body of approach shall be poured separately,
is obtained from the City Engineer.
not monolithically.
5. Timber forms shall be surfaced on the side placed next to the
concrete and shall not be less than 1.5' thick after surfacing. Forms
13, Total maximum allowable drive approach width shall not exceed 60%'
of commercial/multi-family property frontogs Drive approach dimension,
and subgrode shall be wetted immediately prior to concrete placement
as shown on approved plan, shall be the basis of such determination.
6. Concrete shall be troweled smooth, edged and then given a light
14. nth approval from the City Engineer, total approach width, including
broom finish. Immediately after finishing, o// exposed surfaces shall
wings, moy be increased to 50 maximum for M-1 and M-2 uses, where
receive a uniform application of white pigmented curing compound
high volumes of semi -truck and fro#er use warrant
conforming to the Standard Specifications The concrete surface shall
be kept moist until the curing compound is applied.
15. A minimum of 22' of full height curb shall separate drive approaches,
EDGE OF PAVEMENT
except as noted on Standard Deta# T-20, or as approved by City Engineer.
7. Expansion joints shall be constructed at both ends of approach.
Weakened /an joints, 2.0' deep, shall be placed at center of approach
16. No drive approach construction is permitted within a street or alley
and at 10 max. intervals or as directed by the City Engineer.
curb return.
17. No portion of the drive approach shall be constructed on adjacent
8. Expansion joint filler materia/ shall consist of preformed strips of
property frontage unless specifically approved by the City Engineer.
durable, resilient compound that conform to the requirements of the
Standard Specifications
18. See Toble 6.9.1 for use of this drive approach standard.
9. Where new approach is being constructed adjacent to existing curb
and gutter, the existing curb and gutter shall be completely removed
'curb
BEGIN CURB RETURN
and replaced with rebar as shown above. No cut' is
�45'op.
allowed for commerciol/multi-fomily drive approach
E.C.R.
construction.
FE -1
60
3.0' of Detectable Worning Surface,
TOP OF PAVEMENT
full width of sidewalk, typ. both
of approach. See Note 4
sides
on Detoll ST 10.100
GB
GRADE BREAKC\1
CURVE NUMBER -SEE CURVF TABLE
CL
C07ERUNE
0
VARIES 12' f5'
i
NEW 6' FENCE
i
(E) PROPERTY LINE
it
LEGEND:
ABBREVIATIONS.•
%y
w,,
EXISTING FIRE HYDRANT
(E)
EAIS77NG
-E3-'
EXIS77NG POWER POLE
TYP.
TYPICAL
a�
FD.
FOUND
VJ
EXISTING STREET LIGHT
BK.
BOOK
PG.
PAGE
Z
EAIS77NG SURVEY MONUMENT
C.O.K.
COUNTY OF KERN
C.O.B.
CITY OF BAKERSFIELD-
AO)
EXISTING TRAFFIC SIGN
CONC
CONCRETE
yrl%
EXISTING WA TER VAL VE
A. C
ASPHAL T PA VEMENT
N-
-
FG
FINISH GRADE
J
EXIS77NG ELECTRICAL BOX
EP
EDGE OF PAVEMENT
TC
TOP OF CURB
Q-
aC
EAIS77NG STORM DRAIN MH
FL
FLOWUNE
B.C.R.
BEGIN CURB RETURN
` (
EXIS77NG GAS VALVE
E.C.R.
END CURB RETURN
FE -1
NEW ELECTRICAL BOX
TP
TOP OF PAVEMENT
GB
GRADE BREAKC\1
CURVE NUMBER -SEE CURVF TABLE
CL
C07ERUNE
(�•-O
NEW STREET LIGHT
-v-
NEW TRAFFIC SIGN
-- -
-
--
EXISTING CENTERLINE
- - -
- - -
RIGHT -OF -WA Y
-------
O
V
SAWCUTLINE
......................................
; (:)......................................
EXIS77NG STORM DRAIN LINE
QLO
..........................................
;;,1 .........................................
EXIS77NG WATER LINE
.....................................
.; S .....................................
W
EXISTING SEWER LINE
EXISTING GAS UNE
�
................ _.._....... _____
X _____....__._........
_........ _
EXIS77NG CHAINUNK fENCELINE
....................................
0
............................
EXIS77NG WOOD FENCEUNE
0
EXIS77NG BARBED WIRE FENCEUNE
p
_ ......... .......
. ................................
EXISTING ELECTRIC UNE
t:) E:::
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EXISTING OVERHEAD ELECTRIC UNE
-••-••-••-••-
EXIS77NG PROPERTY UNE
- - -
- - -
EXIS71NG RIGHT -0E -WA Y
..................................................................................................
EXIS778G CURB & GUT7FR
........... z// .................................
,//.........................
A ............ ..._
EXIS77NG EDGE -OF -PA VEMENT
-
SD
NEW STORM DRAIN LINE
W
NEW WA7ER UNE BY CAL WATER
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