HomeMy WebLinkAbout6.1-1878 Revisionc'--'EE T IND"
1)/ / ��A
(D
T1 TL E SHEET
2
NOTES AND DETAILS
39
EAST PANAMA LANE STA
40+00.00 TO STA 52+50.00
EAST PANAMA LANE STA
52+50�00 TO STA 65+25.00
EAST PANAMA LANE STA
65+25.00 TO STA 68+41.81
COTTONWOOD ROAD STA
5+71.09 TO STA 18+50.00
�gx
COTTONWOOD ROAD STA
18+50.00 TO STA 27+,32.,3J
____�SIGN
& STRIPING PLAN -
EAST PANAMA LANE
SIGN & STRIPING PLAN -
COTTONWOOD ROAD
Q JO
FUTURE MEDIAN DESIGN
- EAST PANAMA LANE &
COTTONWOOD ROAD
0
SCALE: 1 200'
200 100 0 200
400
Ez
Q)
1�6 R
CITY OF -BA.
COUN Ty nF KEW I
Lij
L IS T OF MA TERIA L 5
FSTIUATE'D QUANTITIES. NOT TO HE USED FOR BIDDING PURPOSES.
ITEM QUANTITY
LENGTH OF ARTERIAL STREET TTONWOOD ROA
2,162 kF
LENGTH OF ARTERIAL STREET PANAM4 LA�YEJ
2,802 L F
A � C. PA VEMEN T
7, J4 7 TONS
CLASS // AGGREGATE BASE
4) 280 C Y
CURB AND GUTTER
J,586 LF
SIDEWALK
25 J87 SF
STRIPING
LANE UNES
21,J9J IF
PA VEMENT MARKINGS
1, 125 SF
CROSSWALK STRIPING
850 tF
SIGNS
ROA DSIDE SIGNS
J9 EA
STREET NAIVE SIGNS L MOUNTED)
7 LA
CORNER RAMPS
21 LA
SA WCUT
C.O.5 TYPE A' J.5' OPENING CATCH BASIN
7,742 L F
J EA
STREET LIGHTS
8 [A
TRAFFIC SIGNAL INTERCONNECT
1,2JO LF
mi
CONCRETE MONUMENT FOR SW CORNER
SECTION 21 TJOS, R.28E, MD.M PER
FIL ED YA P 800K 6, PA GE 86
APN
414-210-OJ
rpjZAlWMWj
THE GRID BEARING OF N. 00'2422 " E BETWLEN FOUND
MONUMENTS FOR THE WEST LINE OF THE SOUTHWEST QUARTER
OF SECTION 21, TJOS., R.28E, MD.M. PER KERN COUNTY
SURVEYOR'S FLED M4P 7-1 AS f_kED IN BOOK 6 AT PAGE 86,
IN THE OF17CE OF THE KERN COUNTY SURVEYOR, WAS USED AS
THE BASIS OF ALL BEARINGS SHOWN HEREON
A
ZU�
AM
CONCRETE MONUIVENT FOR S 114 CORNER
SECTION 21 TJOS, R.28E, M.D.R.
PEI? FILED IVAP BOOK 6, PAGE 86
NO TES: PRIOR TO THE START OF ANYPHASE OF
CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION
DEPARTIVENT SHAI.I. BE GIVEN 24 HOURS NOTICE
TELEPHONE - J26-J049
2. AI.L MA TERIALS SUPPLIED FOR THIS PROJECT WILL
REQUIRE A CER TIFICA TE OF COUR 1A NCL_ S TA TING
THA T THE REO UIREIVEN IS & S TA NDA RD S SE T FOR TH
8)/ THE CIT111 OF SAKERSFUD HA VE SEEN MET
BENCHMARK
THE BENCHIVARK FOR THIS SURVEY IS TAKEN FROM THE TOP OF
A BRASS CAP SET IN THE EASTERN PORTION OF A CONCRETE
HEADWALL FOR THE KERN ISLAND CANAk, LOCATED
APPROXIIVA TEL Y AT THE SOUTHEAST CORNER OF SOUTH H
STREET AND HIGHWAY 119 (TAFT HIGHWAY) STAMPED X J64
(PID FUI624) PEI? NGS DATASHEETS UTILIZING A NAV9 88, GEOID
12b GPS PROJECTION
ELEVATION = J49.00' (CONVERTED FROM METERS TO DECIUAL
FLET) NAV9 88, ORTHO HEIGHT
FOUND CITY OF BAKERSFIELD
CONCRETE MONUIVENT FOR CENTER
SECTION 21 TJOSI R28E, MD.Y. PER
RECORD OF SUR VEY BOOK 6 PAGE 52
Mma
d�AL
ol i b *-I w_j
THE LAND RL-FERR&D TO HEREIN
BL _L 0 W IS S/ TUA TL 'D IN THL -
UNINCORPORATED AREA IN COUNTY
OF KERN, S TA TF OF CA L IFORNIA
AND IS DESCRIBED AS /`OLLOW5-
ALL OF THE SOUTH HALF OF THE
SOUTHWEST QUARTER OF SECTION
21, TOWNSHIP JO SOUTH, RANGE 28
L'A S T, MOUN T DIA a 0 BA SE A N0
MERIDIAN, COUNTY OF KERN, STA IF
OF CA L IFORNIA,
EXCEPTING THEREFROM A STRIP OF
LAND JO FEET WIDE OFF THE
SOUTHLRL Y END OF SAID PREIVISES
RESER W'D FOR HIGHWAY PURPOSES;
ALSO EXCL-PTING THEREFROM THIS
CONVEYANCE, HOWEVER, AND
EXPRESS� Y RESER VING UNTO THE
GRANTOR AND UNDIVIDED ONE-HALF
IN TERES T OF, IN A NO TO A L L OIL,
GAS OR OTHER HYDROCARSON
SUBSTANCLS IN OR UND�Rt YING
SAID PREIVISES, WITH THE FUtt
RIGH T TO EXPL ORE FOR A NO
EXTRACT THE SAME AND ALt
REASONABLE USE OF THE SERVICE
OF SAID LAND FOR THE PURPOSE
OF THIS RESE? VA TION.
A
L 0 CA L BEN CHMA RK
THE LOCAL BENCHMARK FOR THIS PROJLCT IS TAKLN FROM THE
TOP OF A BRASS CAP IN CONCRETE MONUIVENT LOCATED AT THE
INTERSECTION OF PANAM4 LANE AND COTTONWOOD ROAD.
PIP il;;�� I
........ . .....
FLANZ
...... ............... ...........................
I ROAD
ER
. ..... . ............................................. . .......
......................... ............. ..................
.. ..
...........
\ji. 1
... . . .......
17
1 (D
15
14
.. .........
RO. ...... ......
...................................
; ..........
............ ---
. .......... ..........
ROAD
21
22
23
19
20
PANAMA
LANE
I
................................
—A—W
.................. ......................... . ..........
N
..........
....... ................
I EDI 0 N1 17
.......... ...... ................. .............
.................................................
.............
I ......................... ........ ...... ............
29
2
PROJECT 6
...... . ............ .
30
HOSIM'6-"
RD.
SITE
31
..................
!Z:
32
PANA
33
............
. ............. . .......... .............. - ----------- --------------------------------
34 35 11
ROAD . .......
- - - -------------------- - - --- - ---------------------------
VICINTlY AVAP
N. TS.
lilllll�
THESE PL A NS A NO SPECIFICA TIONS WERE PREPA RED 8 Y ME OR UNDER IV Y D/REC TION, A NO, TO THE
BEST OF MY KNOWLEDGE AND BELIEF, COPPL Y WITH CITY OF BAKERSFIL-LD ORDINANCES,
S TA NDA ROS A NO DESIGN CRI TERIA'� A NO THE Y INCL U0E A L L IIVPI?O VEIVEN T REOUIREIVEN IS OF THE
A D VISOR Y A GENC Y OR 0 THER RE VIEW BOA RD. A N Y [PRORS, OMISSIONS, OR VIOL A TIONS OF THOSE
ORDINANCES, STANDARDS, OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE
CORRECTED AND SUCH CORRECTIONS REfZECTED ON CORRECTED PLANS SUBIVITTED TO THE CITY
ENGINEER.
APPROVED BY- ROBERT T SWANSON
R. C. E. 4,3OJ2
W-2 7-01
rolml
\11 _? I
APPROVED BY- CITY OF BAKERSFIELD PUBLIC WORKS DIRECTOR DA TE
NICOLAS FIDLER
R. C. E. 61069
_7?
REVIEWED BY- CITY OF BAKERSFIELD ASST PUBLIC WORKS DIRECTOR DA TE
S TUA R T PA TTESON
R. C. E. 44898
loo� 411111111111,110 llllllt4.�' tf/2-7 12-06-1
REVIEWED BY- CITY OF BAKERSFIELD TRAFFIC ENGINEER DA TE
RYAN STARBUCK
ApPAol1Q> GY. lqo86gr 7. SlAINYSPArl
1?49. A(o Zt-(3o3Z-
'1150'� �14 iiv
hp tIc-D /3 PA9-VT :5. erspz-
p4c.e. mo, aqcqe
SYMBOLS LEGEND
EX
POWER POLE & DOWN GUY
................... .... .......
EX
OVERHEAD ELECTRICAL
EX
DRAIN INL E T RISER
EX
STORY DRAIN MANHOLE
- - -------- .......... -- - -----------
EX
STORY DRAIN MAIN
EX
SANITARY SEWER MANHOLE
. . ........ ............... ........ . .
EX
SEWER IVA IN
EX
FIRE HYDRANT
ElY
WA TER VA � VE
EX
WA TER METER
. ............... ...................
EX
WA TER IVA IN
EX
BOLLARD
. . ......
EX
CENTER LINE
EX
RIGHT OF WA Y
OffiffillANNUMIN 01101
EX
Cl TY/CObN TY BOUNDA R Y
PROPOSED CATCH BASIN
PROPOSED DRAINAGE FLOWS
PROPOSED CURB & GUTTER
PROPOSED STREET LIGHT
GONG
A C.
Ex
TYP.
a
DWY
Ft
BCR
ECR
FG
GS
TP
SP
Ec
BC
P/ VC
PO Vc
8 VC
E VC
PRC
PCC
C. 0. K
C. 0. R
PEDE
win
IN
M'
CONCRETE
A SPHA L T PA VEIVEN T
EXIS TING
TYPICAL
CENTER LINE
DRI VEWA Y
FL 0 WL INE
BEGIN CURB RETURN
END CURB RETURN
FINISHED GRA DE
GRADE BREA K
TOP OF PA VEIVEN T
EDGE OF PA VEIVEN T
END CURVE
BEGIN CURVE
POINT OF IN TERSECTION VEP T1 CA L CUR VE
POIN T OF VER TICA L CUR VE
SEGIN VER TICA L CUR VE
END VER TI CA L CUR VE
P OIN T OF REVERSE CUR VA TURE
POINT OF COMPOUND CUR VA TURE
COUNTY OF KERN
CITY OF BAKERSFIED
PEDES TRIA N [A SEMEN T
ccl.
CITY RECORDS NO.
C�6
................
r
C4
Cc
told
Q)
Q)
Q)
Q
Ll
r1l)
ca
Q cv) UJ
ir z
0
0 <
0
0 cl)
cl) cj) <
m -T w
e� '(3 0
K, >
ro ��
cr w
w
QL
GENERAL NOTES-
1. A I. L CONS TRUC TION SHA L L CONFORM TO THIS PL A N, THE CA L IFORNIA BUIL DING CODL -, L A TES T EDI TION, CA L IRA NS S TA NDA RD PL A NS A NO SPECIFICA TIONS DA TED 20 18, A NO
STANDARDS PERTAINING THERETO THESE DOCUMENTS SHALL BE MADE A PART HEREOF
2. ALL CONSTRUCTION WITHIN THE COUNTY RIGHT -OF -WA Y OR COUNTY EASEMENTS SHALL BE IN ACCORDANCE WITH KERN COUNTY DEVELOPIVENT STANDARDS AND OTHER
COUNTY ADOPTED POLICY
J THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERIVITS BEFORE START OF CONSTRUCTION. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE COUNTY OF KERN
FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT -OF -AA Y UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED
ENGINEER"S L"STM4 TE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT -OF -WA Y AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT
4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT -OF -WA Y THE CONTRACTOR SHALL GIVE THE COUNTY CONSTRUCTION INSPECTION
DEPARTMENT 48 HOURS NOTICE
5 THE CON IRA C TOR IS RESPONS&L E FOR VERIF YING D11VENSIONS, DA TA A NO YEA SUREIVEN IS A T THE BUIL DING S( IF PRIOR TO CONS TRUC TION D 0 NO T SCA L E DRA WINGS WRI TIEN
DIMENSIONS ON THESE DRA WINGS SHA L L HA VE PRECEDENCE 0 VER SCA L ED DIMENSIONS S WA NSON ENGINEERING MUS T BE NO TIFIED OF A N Y VA RIA TIONS FROM THE DIMENSIONS
AND CONDITIONS SHOWN BY THESE DRAWINGS
6. EXISTING UTILITY AND UNDERCROUND LINES HA VE BEEN SHOWN ON THIS PLAN ACCORDING TO A VAILABLE RECORDS THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS
OR OMISSIONS THE CON IRA C TOR IS RESPONSIBL E FOR VERIFICA TION OF THE L OCA TION A NO DEP IN OF A LL U TIL I TIES PRIOR TO BEGINNING A N Y WORK UNDERGROUND SER VICE
A L ER T SHA L L BE CON TA C TED A T L EA S T TWO WORKING DA Y5 PRIOR TO A N Y CONS TRUC TION OR EXCA VA TION ( U S A. - 811 )�
7 A N Y EXIS TING IMPRO VEIVEN IS OR U Tlt I TIES THA T A RE REMO VED, DA M4 6LD, OR UNDERCU T B Y CON IRA C TOR'S OPERA TIONS SHA L L BE REPA IRED OR REPL A CED A T THE
CONTRACTOR'S EXPENSE, AS DIRECTED 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 CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIA TEL Y
PRIOR TO ANY FURTHER WORK
9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT
10. A L L WORK WHICH IS DEFEC TI VE IN I IS CONS TRUC TION OF DEFICIEN T IN A N Y OF THE REQUIREMEN IS OF THESE DRA WINGS A NO SPECIFICA TIONS SHA L L BE REMEDIED, OR
REMO VED A NO REPt A CED B Y THE CON IRA C TOR IN A N A CCEP TA 8L E MA NNER, A NO NO A DD/ TIONA L COMPENSA TION WIL L BE A L L 0 WED FOR SUCH CORREC TION.
11. NORMA L S TA KING A NO MA RKING OF THE PROJEC T WIL L BE SUPIL 10 ONL Y ONCE A L L RES TA KING OR REMA RKING SHA L L BE A T THE EXPENSE OF THE CON IRA C TOR.
12. THE CON IRA C TOR A GREES THA T HE SHA L L A SSUPF SOL E A ND COYPL E TE RESPONSIBIL I T Y FOR JOB S( TE CONDI TIONS D URING THE COURSE OF CONS TRUC TION OF THIS PROJEC I, -
INCLUDING EROSION, SEDIMENTA TION, AND DUST CONTROL PLAN, STORM WA TER POLLUTION PREVENTION PLAN IMPLEMENTA TION, AND THE SAFETY OF ALL PERSONS AND
PROPER T Y, THA T THIS REQUIREMEN T SHA L L A PPL Y CON TINUOUSL Y A ND NO T BE L /M/ TED TO NORMA L WORKING HOURS; A NO THA T THE CON IRA C TOR SHA L L DEFEND, INDEMNIF Y,
AND HOLD THE OWNER AND THE ENGINEER HARIVLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING FOR LMSILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINETR,
13 IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICA TIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS,
HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETA TION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT
14. SWANSON ENGINEERING 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
CITY OF BAKERSFIELD ADDITIOM NOTES-
1. 24 HOUR NO TICE- PRIOR TO THE S TA R T OF A N Y PHA SE OF CONS TRUC TION, THE Cl TY CONS TRUC TION INSPEC TION SEC TION SHA L L BE 61 VEN A T I. LA S T 24 HOUR NO TICE THE
SECTION IVA Y BE NOTIFIED A T (661) J26-3049.
2 ALL CONSTRUCTION WITHIN THE CITY RIGHT -OF- WA Y OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STA 7F OF CALIFORNIA,
DEPARTMENT OF TRANSPORTA TION STANDARD SPECIFICA TIONS, LA TEST EDITION THESE STANDARDS, DRA WINGS, AND DETAILS SHALL SE CONSIDERED A PART OF THESE
RL A NS A NO THE CON IRA C TOR SHA L L 08 TA IN A COP Y FOR HIS USE
J AN OPEN STREET PERIVIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFOMVED WITHIN EXISTING ACCEPTED STREET
RIGH I- OF- WA Y UNL LSS SECURED B Y A N IMPRO VEIVEN T A GREEIVEN T, A PPRO VED INSURA NCE A NO SECURI TY 8A SED ON A N A PPRO VED LWGINEER'S ES fiM4 7F FOR THE WORK
PERFORMED W1 THIN THE RIGH I- OF- WA Y SHA L L BE POS TED PRIOR TO ISSUA NCE OF THE PERIVI T
4 NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR WORK IN THE UNDEDICA TED ROADWA YS IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED
5. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVA TE PROPERTY WILL REQUIRE AN LNGINLER:5 L-STIMA If- FOR THE WORK IN THE- EXISTING PUBLIC
RIGH I- OF- AA Y TO [S TA SL ISH THE NECESSA R Y DEPOSI T FOR A S TREE T PERY1 T (FOR IRA C IS W1 IN PRI VA 7F S TREE IS, PA RCEL MA P IMPRO VEMEN IS, OR PUBL IC IRA C IS
WITHOUT RECORDED MAPS)
6. UNDERGROUND SER VICE A L ER T SHA L L BE CON TA C TED TWO (2) WORKING DA Y5 PRIOR TO CONS TRUC TION (U S A. - 811)
7 SUBGRA DE FOR DRI VE A PPROA CHES A NO CROSS GU TIERS SHA L L BE CONS TRUC TED TRUE TO GRA DE A NO CROSS SEC TION A NO C01VPA C TED TO 957, OF MA X)MUM DR Y
DENSITY AS DETERIVINED BY ASTY D-1557 TO A DEPTH OF I.O'BELOW TOP OF SUBGRADE AND 1.0' TO EACH SIDE OF APPROACH AND CROSS GUTTER.
8. LUMINARIES SHALL BE SOLID STA 7F LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LA TEST REQUIREMENT S OF THE
CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICA DONS
CITY OF BAKERSFIELD ASPHAL. T CONCRETE PA VING NOTES
1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS
A NO SHA L L CONFORM TO THE PRO VISIONS IN SEC TION J9, 'A SPH4 L T CONCRE 7E - OF THE S TA NDA RD SPECIFICA TIONS A NO THESE SPECIA L
PRO VISIONS
2. PRIOR TO THE A DDI TION OF A SPH4 L T BINDER, THE COMBINED MINERA L A GGREGA 7F FOR T YPE A (MODIFIED) OR TYPE 8 (MODIFIED) A SPH4 L T
CONCRE TE SHA L L CONFORM TO THE REQUIREMEN IS OF SEC TION J9 - 2 02, "A GGREGA IF - OF THE S TA NDA RD SPECIFICA TIONS FOR J14 - MA XIMUM,
MEDIUM GRA DING.
J A SPHA L T BINDER FOR T YPE A (M ODIFIED) A SPHA L T CON CRE TE A NO T YPE 8 (M 001FIED) A SPHA L T CONCRE 7F SHA L L BE P G 6 4 - 10 PERFORMA NCE
GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE
TABLE FOR ';0ERf_0RYANCE GRADED ASPHAL T BINDER" IN SECTION 92-102(B), "GRADES, " OF THE STANDARD SPECIFICA TIONS
4. THE A MOUN T OF A SPHA L T BINDER TO BE MIXED W1 TH THE MINERA L A GGREGA 7F SHA L L BE DETERMINED B Y THE CON IRA C TOR IN A CCORDA NCE
WITH CALIFORNIA TEST METHOD J67 USING SAMPLES OF M4 TERIALS PROPOSED FOR USE IN THE WORK THE AMOUNT OF ASPHAL T BINDER SHALL
BE APPROVED BY THE CITY ENGINEER.
5. A T LfA S T 14 DA Y5 PRIOR TO THE S TA R T OF WORK, THE CON IRA C TOR SHA L L SUBMI T THE FOL L 0 WING FOR THE Cl T Y ENGINEER:5 RE VIEW A NO
APPROVAL.-
8 DOCUMENTA TION VERIFYING THAT THE A GGREGA TES TO BE INCORPORA TED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION
J9 - 2 02, 'A GGREGA 7E - OF THE S TA NDA RD SPECIFICA TIONS A NO THESE SPECIA L PRO VISIONS M4 TERIA L SIE VE A NA L YSIS A NO SA NO EQUI VA L EN T
7TS T RESUL IS SHOUL D NO T BE OL DER THA N SIX (6) MON THS A L L 0 THER TES T RESUL IS SHOUt D NO T BE Ot DER THA N ONE (1) YEA 9
C AN ASPHAL T CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST J67 LABORA TORY TEST RESUt IS ON WHICH THE
DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS
DETERMINED BY ASTY D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION J9-202, 'AGGREGATE, - OF THE
S TA NDA RD SPECIFICA TIONS A NO THESE SPECIA L PRO VISIONS IF THE DA TA SUBMI TIED SHO WS THA T THE MA TERIA L S A RE SUBS TA N TA L L Y THE
SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN M4 Y BE UP TO THREE (J) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS
ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN.
6. WHERE NEW A SPHA L T CONCRE TE PA VEMEN T IS TO CONFORM TO EXIS TING PA VED SURFA CES, THE EXIS TING PA VEMEN T SHA L L BE SA W CU T
7 A PRIME COA T WIL L NO T BE REQUIRED ON NON- PA VED A REA S TO BE SURFA CED PRIOR TO THE PL A CEMEN T OF A SPH4 L T CONCRE 7F- HO WE VER,
A L L 0 THER REQUIREMEN IS OF SEC TION J9 - 4. 0 1, "SU6GRA DE - OF THE S TA NDA RD SPECIFICA TIONS SHA L L BE ME T
8 THE A REA TO WHICH PA IN T BINDER HA S BEEN A PPL 10 SHA L L BE CL OSED TO PUBL IC IRA FFIC CA RE SHA L L BE TA KEN TO A VOID IRA CKING
BINDER M4 TERIA L ON TO THE EXIS TING PA VEMEN T SURFA CE BE YOND THE L /Y/ IS OF CONS TRUC TION
a WE qll FITA wifill %swoof., WA F ME= A w T, a, i Is- I I Irl 19 0,
10 INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER ADDITIONAL ASPHALT CONCRETE SHALL
BE PLACED A T ROAD CONNECTIONS AND PRIVA TE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND
RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS
11 WHERE THE COMPACTED THICKNESS OF A LA YER OF ASPHAL T CONCRETE IS 0. 15 FOOT OR LESS, PA VING OPERA TIONS SHALL BE CONDUCTED IN
SUCH A MA NNER THA T A T THE END OF EA CH WORK SHIFT, THE L ENG TH OF PA VEMEN T A L ONG THE L ONGI TUDINA L DROP- OFF BETWEEN A DJA CEN T
LANES IS NOT GREA TER THAN THA T WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PA VING OPERA TIONS ADDITIONAL
ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE
HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER
A PPRO VED BOND BREA KER, MA Y BE Pt A CED UNDER THE CONFORMS TO FA CIL I TA TE THE REMO VA L OF THE CONFORMS WHEN PA VING OPERA TIONS
RESUME
12 WHERE THE COMPA C TED THICKNESS OF A L A YER OF A SPH4 L T CONCRE TE IS MORE THA N 0. 15 TOO T, PA VING OPERA TIONS SHA L L BE CONDUC TED
IN SUCH A MA NNER THA T THE L A YER OF A SPHA L T CONCRETE IS Pt A CED ON A L L CON TIGUOUS L A NES OF THE IRA W-L ED WA Y BEFORE THE L A NES
A RE OPENED TO PUSL IC IRA FFIC A T THE END OF EA CH WORK SHIFT, THE D/S TA NCE BE TWEEN THE ENDS OF A L A YER OF A SPHA L T CONCRE TE
ON A DJA CEN T L A NES SHA L L NO T BE GREA TER THA N 10 FEE T A DDI TIONA L A SPHA L T CONCRE 7F SHA L L BE PL A CED A L ONG THE IRA NS VERSE
DROP - OFFS ON EA CH L A NE A NO A L ONG THE L ONG1 TUDINA L DROP- OFF BE TWEEN A DJA CEN T L A NES SUCH A DDI TIONA L A SPHA L T CONCRE TE SHA L L
BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC KRAFT PAPER, OR
0 THER A PFRO VED BOND BREA KER, M4 Y BE PL A CED UNDER THE CONFORMS TO FA CIL I TA 7F THE REMO VA L OF THE CONFORMS WHEN PA VING
OPERA TIONS RESUME
C1 T Y OF 8A KERSFU D S TA NDA 10 PL A TES
1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS.
(CON IRA C TOR TO 06 TA IN L A TES T EDI TION THEREOF)
9.
ANY ITEMS IN PUBLIC RIGHT -OF- WA Y THA T ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING ANDIOR UPGRADING AS
CITY STD. NO.
DESCRIPTION
PEI? CITY ENGINEER.
0
ST_ I
CURB AND GUTTER TYPES ';9" & "C"
10.
NO IF TO S TA UP A "'C " ON TOP OF CURB OR MEDIA N 0 VER EA CH CONDUl T L OCA TION.
E]
ST-2
MEDIAN CURB TYPES W " V- I " & W-2
11.
YA AIRUM SL Off RA TIC FROM BA CK OF SIDEWA L K TO FA CE OF WA L L OR S TRUC TURE SHA L L BE 4: 1, EXCEP T FOR TWO FEE T BEHIND THE SIDEW4 L K WHERE THE M4 AIRUM
El
ST-i
COMMERCIALIMUL TI-FAMIL Y DRIVE APPROACH - TYPE 'A
SL OFF SHA L L BE 2% A L TERNA TI 0 Y, THE Cl TY ENGINEER M4 Y A PPRO VE CURBING BEHIND THE SIDEWA L K OR 0 THER ME THOO TO PRE VEN T EROSION ON TO THE SIDEW4 L K
El
ST-4
COUIVERCIALIMUL TI-f AMIL Y DRI VE APPROACH - TYPE '�D
El
ST-4.1
COMMERCIALIMUL TI-FAIVIL Y DRIVE APPROACH - TYPE "C-
CITY OF BAKERSFIELD STREET 1UPROVEMENT NOTES-
N
ST-5
C01V81NA TION SIDEWALK
1.
THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK
ST-6
DETACHED SIDEWALK
2
ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE SACKFILLED AND COMPACTED PER CITY STANDARD DRAWING ST-22.
ST-7
SINGLE FAIVIL Y RESIDENTIAL DRIVE APPROACH - TYPE 'A
J
THE CON IRA C TOR SHA L L REMO VE A N010R REL OCA TE A L L COS TRUC DONS W1 THIN THE S TREE T RIGH I- OF- WA Y A S DIREC TED 8 Y THE Cl TY ENGINEER.
El
ST-71
SINGLE FAIVIL Y RESIDENTIAL DRIVE APPROACH - TYPE 19"'
El
ST-8
CONCRE IF RIGH T TURN L A NE IN TO COUIVERCIA L OR PRI VA TE BE 05L OPMEN T
4.
A I. L S TREE IS HA VE BEEN DESIGNED USING A MIN11YUR 'R "" VA L U[ A S S TA TED IN THE SOIL S REPOR T SEE S TRUC TURA L SEC TIONS FOR EA CH S TREE T FOR SPECIFIC
El
ST 9
CROSS GUTTER
INFORMA TION SHOUL D FUR THER TES TING SHO W A L 0 WER ';? " VA L UE FOR THE A C TUA L IN Pt A CE YA TERIA L, S TREE IS SHA L L BE REDESIGNED FOR THE L 0 WER 'P " VALUE IN
A CCORDA NCE W1 TH THE REOUIREIVEN IS OF THE Cl TY ENGINEER
ST_ 10
CURB RAMP
5
RELA TIVE COMPACTION OF NOT LESS THAN 957, SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1� 0 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PA VEIVENT (LIP
ST-11
PA VEMEN T PA TCH
OF GU TIER TO L IP OF GU TIER) IN A DDI TION, REL A T1 VE COMPA C TION OF NO T L ESS THA N 9510,1 SHA L L BE 08 TA INED FOR A IVINIIVUIV DER TH OF 10 FEE T BEL 0 W FINISH GRA DE
El
ST 12
TRENCH BACKFILL AND COMPACTION REQUIREMENTS
ON LOCAL STREETS (1.5 FEET TO 2.5 FEET AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWA YS) FROM LIP OF GUTTER TO LIP OF
El
ST- 12A
TRENCH BACKFILL AND COMPACTION REQUIREMENTS
GO TIER.
ST ii
STRUCTURAL PA WiVENT SECTION
6.
THE CON IRA C TOR SHA L L 08 TA IN NO T L ESS THA N 907, REL A TI VE COMPA C TION FOR A IVINIMOM DEP IN OF 1. 0 FEE T UNDERNEA IN SIDEW4 L K A NO CURB A NO GU TIER. THE
El
ST-14
LOCAL INDUSTRIAL CROSS SECTION
LOCATION OF TESTS SHALL BE DETERIVINED BY THE CITY
El
ST- 14� 1
LOCAL STREET CROSS SECTIONS
7
CCMPA CTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVEL OPER. THE NUMBER AND L OCA TION OF REQUIRED TESTS SHALL BE DETERMINED 8 Y THE CITY ENGINEER. THE
COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACK CHARGED TO THE CONTRACTOR
El
ST-15
LOCAL STREET CROSS SECTIONS NEO- TRADITIONAL NEIGH80RHOOD DESIGN
El
S T 16A
S TA NDA RD & A L TERNA TE COL L EC TOR CROSS SEC TION W1 TH BIKE L A NES
8.
ALL CONCRETE TO BE CLASS B, 5 SACK, 2 112 TO 5 112 SLUMP PER CITY STANDARDS CEMENT SHALL BE TYPE
0
5 1- 16B
ARTERIAL CROSS SECTION WITH BIKE LANES
9.
A SPHA L T REJU VENA TING A GEN T SHA L L BE A PFL 10 TO NEW A SPHA L T CONCRE TE PA VEMEN T IN A CCORDA NCE W1 TH THE PRO VISIONS FOR FOG SEA L IN SEC TION J7-
El
ST-18
ALLEY CROSS SECTION
B/ TUIVINOUS SEA I S OF THE S TA IF OF CA L IFORNIA DEPA R TIVEN T OF IRA NSPOR TA TION S TA NOA RD SPECIFICA TIONS, CURREN T 01 TION, A NO THE S TA TE OF CA L IFORNIA
DLTA R TMEN T OF IRA NSPOR TA TION S TA NDA RD SPECIA L PRO VISIONS CURREN TL Y IN EFFEC I, A S DIREC TED B Y THE Cl TY ENGINEER
[:1
ST-20
SYMMETRICAL AND OFFSET CUL-DE-SACS
10.
NEW S TREE IS SHA L L BE EX TENDED A T IN TERSEC TIONS A S DIREC TED B Y THE PUBL IC WORKS DIREC TOR IN ORDER TO PRO VIDE A TE IN TO EXIS TING S TREE T PA VEIVEN T 11.
El
ST-21
STREET KNUCKLE
SEWER L A TERA L L OCA TIONS SHA L L BE IVA RKED 9// IN A N ':5 " S TA MPS9 IN TO THE CURB FA CE 0 VER EA CH L A 7TRA L.
ST-22
SUR VEY MONUIVENT
12.
ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOWLINES (INVERTS)
ST2J
TYPE 15 POLE
ST2J I
PULL BOX
1J
THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET THE APPROVAL OF THE
El
ST2J2
C001NA TION METEREDINON-1YETERLD PEDESTAL
PU8L IC WORKS DIREC TOR THE PRICE FOR THIS I TEIV SHA L L BE INCL 00 IN THE PA VEMEN T PRICE
El
ST2J J
NON-YETERED UTILITY PEDESTAL
14.
SIGN PA NEL S SHA L L BE MOUN TED ON POS IS W TH HA WKINS M2G SERIES BOL T A NO VA NDA L PROOF NU T A SSEMBL Y OR A PFRO VED EQUA L. ROA DSIDE SIGNS INS TA L L ED PER
Cl TY S TA NDA RD DRA WING 1- 19 SHA L L BE L OCA TED W1 IN THE SIDEWA L K, 6 INCHES FROM BA CK
0
ST-2J 4
SADOE NUMBER STREET LIGHT
ST-2J 5
BADGE NUMBER TRAFFIC SIGNAL
15
PRIOR TO PA VING, THE DESIGN ENGINEER FOR THE PROJEC T SHA L L VERIF Y THA T CONDI TIONS REMA IN THE SA HE A S SHO WN IN THE A PFRO Vf _D Pt A NS SHOU� D CONDI TIONS BE
CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DA Y5 PRIOR TO PA VING
ST2J 6
STREET LIGHT SPACING TYPICAL -PROPOSED
16.
CON IRA C TOR SHA L L INS TA L L BL UE M4 RKERS IN THE S TREE T A T FIRE H YDRA N T L 0 CA TIONS PER FIRE DEPA R TREN T REQUIREMEN IS
El
ST-2J 7
STREET LIGHT SPACING SUBDIVISION TYPICAL
El
ST-27
REFUSE ENCLOSURE AND CONTAINER PAD
11
MO-21 WE I WAYNE US 101090 MIEWRA
1 A
I J A SPHA L T CONCRE 7F SHA L L BE COMPA C TED TO A MINIMUM 92 PL-RCEN T OF THE MA XIIVUIV THEORE TICA L DENSI T Y A S BE TERIVINED 8 Y A S TY
D-2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST J75
14. F THE IN -PLACE DENSITY OF ANY LOT OF ASPHAL T CONCRETE IS LESS THAN 92 PERCENT OR GREA TER THAN 94 PERCENT OF THE MAXIMUM
THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THA T THE REQUIRED RELA TIVE COMPACTION IS NOT BEING A TTAINED AND THA T THE
M4 TERIALS OR PROCEDURES OR BOTH, F NEEDED, NEED ADJUSTMENT ASPHAL T CONCRETE SPREADING OPERA TIONS SHALL NOT CONTINUE UNTIL
THE CON IRA C TOR HA S NO TIFIED THE Cl T Y ENGINEER OF THE A DJUS TIVEN T THA T WIL I. BE M4 BE IN ORDER TO MEE T THE REQUIRED COMPA C TION
F ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT
SHA L L BE REMO VED A NO REPL A CED W1 TH IVA TERIA L THA T MEE IS THE IN- PL A CE DENSI T Y REQUIREIVEN IS
15 F THE TES T RESUL IS FOR A N Y L 0 T OF A SPHA L T CONCRE TE INDICA IF THA T THE REL A T1 VE COMFA C TION IS [7 THER L ESS THA N 907, THE
A SPH4 L T CONCRETE REPRESEN TED B Y THA T L 0 T OR MORE THA N 96Z SHA L L BE REMO VED A NO REPI. A C[D W1 IN IVA TERIA L THA T D OES MEE T THE
IN -PLACE DENSITY REQUIREMENT THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE
16 THE FIEL D DENS1 T Y OF C0MFA C TED A SPHA L T CONCRE TE SHA L L BE DE TERYINED 8 Y-
A� A PROPERL Y CALIBRA TED NUCLEAR ASPHAL T TESTING DEVICE IN THE FIELD, OR
B. A S TY D 1188 WHEN SL A LIS OR CORES A RE TA KEN FOR I. A BORA TOR Y TES TING ZINC S TEA RA TE IVA Y BE SUBS T1 TU TED W1 TH PA RA FFIN
C IN CASE OF DISPUTE, METHOD "D"" SHALL BE USED.
17 F THE FINISHED SURFA CE OF THE A SPHA L T CONCRE TE D OES NO T MEE T THE SPECIFIED SURFA CE TOL ERA NCES, I T SHA L L BE BROUGH T W1 THIN
TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT OR (J) PLACEMENT
OF A N A SPH4 L T CONCRE 7F 0 VERL A Y THE ME THOD WIL L BE SEL L-C TED B Y THE Cl TY ENGINEL-R. THE CORREC TI VE WORK SHA L L BE A T THE
CONTRA CTOR'S EXPENSE
18. F ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE
PERFORMED, A S NECESSA R Y, TO ENL A RGE THE GRINDING A REA SO THA T THE L ONGI TUDINA L L /Y/ IS OF GRINDING A RE A T A CONS TA N T OFFSE T
FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LYMITS OF GRINDING ARE NORMAL TO THE
PA VEMEN T CEN TERL INE A L L GROUND A REA S SHA I. L BE NEA T REC TA NGUL A R A REA S OF UNIFORM SURFA CE A PPEA RA NCE A BRA 57 VE GRINDING
SHA I. L CONFORM TO THE REQUIREMEN IS IN THE FIRS T PA RA GRA PH A NO THE L A S T FOUR PA RA GRA PHS OF SEC TION 42- 2 02, "CONS TRUC TION, - OF
THE S TA NOA RD SPL-CIFICA TIONS A FOG SEA L COA T SHA L L BE A PFI. 10 TO A L L FINISHED A SPH4 L T SURFA CES A T THE CON IRA C TORS EXPENSE
THE FOG SEA I. COA T SHA L I. BE El THER A SPH4 L T REJU VENA TING A GEN T OR A SPHA L TIC EMUL SION A S DIREC TED B Y THE Cl T Y ENGINEER.
19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR AND LOCAL ROAD BEDS SHALL EITHER MEET THE SPECIFICATIONS FOR
CL A SS 2 A GGREGA 7F BA SE (CL 2 A B) CONFORIVING TO SEC TION 26 OF THE CA L IRA NS S TA NDA RD SPECIFICA TIONS, I. A TES T 01 TION, OR SHA L L BE
FINE GRADATION CRUSHED MISCELLANEOUS BASE (CUB) CONFORMING TO SECTION 200-2 4 OF THE "GREENBOOK- WHICH ALLOWS UP TO 507. OF THE
VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE, OR A COMBINATION
OF THESE MA TERIA L S- 0 THER REC YCL ED BA SES SHA L L NO T BE A L L 0 WED A GGREGA 7F BA SE SHA L L BE COMPA C TED TO A MINIMUM OF 957, OF
MAXIMUM DRY DENSITY
20 THE PA VING CON IRA C TOR SHA L L GRA DE THE PA VNG A REA S TO THE FOL L 0 WNG MODIFIED CA L IRA NS S TA NDA RD SPECIFICA TION SEC TION 19 - 103
PER THE CITY OF BAKERSFIELD
IMMEDIA TEL Y PRIOR TO Pt A CING SUSSEQUEN T L A YERS OF MA If RIA t THEREON, THE GRA DING PL A NE SHA L L CONFORM TO ONE OF THE FOL 1. 0 WING:
A. WHEN A SPH4 L T CONCRE 7F OR A SPH4 L T CONCRE TE BA SE IS TO BE Pt A CED ON THE GRA DING PL A NE, THE GRA DING PL A NE A T A N Y POIN T
SHA L L NO T VA R Y MORE THA N 0. 02 TOO T A DO VE OR BEL 0 W THE GRA DE LS TA 8L ISHED 8 Y THE ENGINEER.
8 WHEN SU584 SE OR BA SE M4 TERIA L (0 THER THA N A SPHA L T CONCRE IF 84 5E) IS TO BE Pt A C[D ON THE GRA DING Pt A NE, THE GRA DING
PLANE A T ANY POINT SHALL NOT VARY MORE THAN 0. 04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER,
2 1. IF THE PROJEC T IS SUBJEC T TO THE PRO VISIONS OF THE NA TIONA L POL L U TA N T DISCHA RGE EL IMINA TION S YS TER (NPDES), A "NO TICE OF
INTENT" (NO() TO COMFL. Y WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WA TER ASSOCIA TED ASSOCIA TED WITH CONSTRUCTION
ACTIVITY (SWRC8 ORDER NO. 2009-009-DWO AS AMENDED BY ORDER 2010-0014-DWO AND ORDER 2012-0006-DWO) MUST BE FILED WITH STATE
W4 TER RESOURCES CON TROL BOA RD IN SA CRA MEN TO BEFORE THE BEGINNING OF A N Y CONS TRUC TION A C TI V1 TY COMPL M NCE W1 IN THE GENERA L
PERY1 T REQUIRES THA T A 5 TORY WA TER ROL L U TION PRE VEN TION Pt A N (SAPPP) BE PREPA RED, CON TINUOUSL Y CA RRIED OU T A NO A L WA Y5 BE
A VAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS WASTE DISCHARGE IDENTIFICA TION (WDID) NOM5E? 5/715090420 HAS
BEEN ISSUED BY THE SA TE W4 TER RESOURCES FOR THIS PROJECT
STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE-
AMERICAN ELECTRIC LIGHTING A R30, AUTOBAHN SERIES
LEO TEK ECI THRU EC7 SERIES
CREE XSP / XSPR SERIES A NO 0 THERS ON A PPR 0 VED L IS T
OR AN EQUIVALENT AS APPROVED BY THE CITY ENGINEER.
CITY STD. NO.
DESCRIPTION
El
ST-28
GA TE DE TA It S FOR REFUSE ENCL OSURE
El
ST-29
A CCESSIBL E IRA SH ENCL OSURES
El
ST-29A
A CCESSIBL E IRA SH ENCL OSURES
El
ST-29B
ENCLOSURE CONFIGURA TION L`X4 MPL ES
El
ST-JO
COMPA C TOR ROLL OFF SPECIFICA TIONS
El
STJDA
COMPA C TOR ROLL OFF SPECIFICA TIONS
z
ST-il
EDGE CONDITION DETAIL PA VEMENT SECTION
CITY STD. NO
SW-6
CITY STD. NO.
Z D-14
Z D-17
go
CITY STD. NO
z
1- 1
Z
T-2
z
T-i
El
1- 4
Z
1- 5
El
1- 6
El
1- 7
El
T-8
El
T-9
z
1- 10
z
T-11
El
1- 12
El
1- 13
DESCRIP TION
FRAMES AND COVERS FOR MANHOLE5 & CtEANOUTS
CATCH BASIN TYPE 'A"
GUTTER DEPRESSIONS
El
1- 14
ONE- WA Y ULDIA N OPENING W1 IN 14' WIDE MEDIA N
El
1- 15
RES TRIC TED A CCESS
El
1- 16
MEDIA N END DE TA IL A T IN TERSEC 77 ON W1 TH L 0 CA L S TREE IS
El
1- 17
ACCESS L OCA TION
El
1- 18
MINIMUM S TREE T A CCESS SPA CING ON A R TERIA L S A NO COL I. EC TORS
El
T_ 19
MINIMUM S TREE T A CCESS SPA CING ON A R TERIA L S A NO COL L EC TORS
0
T-20
RESIDEN TA L CIRCUL A R DRI VEW4 YS
El
T-21
TURNAROUNDS FOR STREETS TO SE EXTENDED
El
T-22
DRI VEWA Y CRA DES
Z
T2J
BIKE LANE STRIPING
Z
T-24
ARTERIAL STRIPING PLAN
Z
T-25
TYPICAL STRIPING PLAN FOR ARTERIAL AND COLLECTOR APPROACHES
Z
T-26
ROADWIDTH TRANSITIONS
El
T-27
BUS TURNOUT DESIGN
El
T-28
ADA COIVPLMNT PARKING POCKETS
El
T-29
CONDUI T & RAW REQUIREIVEN IS FOR FU TURE SIGNA L L OCA TIONS
z
T-JO
TRAFFIC SIGNAL INTERCONNECT -CONDUIT AND PULLBOZES
T-il
TRAFFIC SIGNAL INTERCONNECT -WIRING AND PULL BOXES
El
I- J2
ROUNDABOUT
DESCRIP TION
STREET NAME SIGN POST TYPE
MISCELLANEOUS SIGN DETAIL
STREET SIGN PANEL MAST ARM MOUNT
A R TERIA L EXPA NSION W1 THOU T BIKE L A NES A T IN TERSEC TION W1 IN A R TERIA L OR COt L EC TOR
A R TERIA L EXPA NSION W1 TH BIKEL A NES A T IN TERSEC TION W1 TH A R TERIA L OR COL L EC TOR
COL L EC TOR EXPA NSION A T IN TERSEC TION W1 TH A R TERIA L
COLLECTOR EXPANSION WITH ON STREET PARKING A T INTERSECTION WITH A COLLECTOR
'T- INTERSECTION EXPANSION ARTERIALIARTERIAL
'T- INTERSECTION EXPANSION ARTERIALICOLLECTOR
LEFT AND RIGHT 7ZIRN LANES
SIGHT DISTANCE REQUIREMENTS FOR INTERSECTIONS
SICHT LINE REQUIREMENTS FOR LANDSCAPING
OFFSTREET PARKING SPACE DIMENSIONS
1.
THE FOL L 0 WING CA L IRA NS S TA NOA RD PL A NS SHA L L BE
CONSIDERED A PART OF THESE PLANS (CONTRACTOR TO
OB TA IN L A TEST E91 R ON
THEREOF)
CAL
TRANS STD. RAN
DESCRIP TION
Z
A20A
PA VEMENT MARKERS & TRAFFIC LINES - TYPICAL DETAILS
Z
A208
PA VEMENT MARKERS & TRAFFIC LINES - TYPICAL DETAILS
Z
A20D
PA VEMENT MARKERS & TRAFFIC LINES - TYPICAL DETAILS
Z
A24A
PA VEMEN T IVA RKINGS - A RRO WS
Z
RSP A 888
CURB RA UP DE TA IL S
Z
RSP A 883
CURB RA MP DE TA IL S
CONSTRUCTION LEGEND
CONSTRUCPON NOTES
REMOVE EXISTING STORM DRAIN SIPHON
SA WCUT TO A NEA T CLEAN VERTICAL FACE- AS DIRECTED BY CITY INSPECTOR.
CONS TRUC T
TYPE `B " CURB & GU TTER PER C. 0. B. S TD. S T- 1.
REMOVEIRELOCATE EXISTING
SIGN; SEE PAVEMENT DELINEATION PLAN.
CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. ST-22.
CONSTRUCT
COMBINATION SIDEWALK PER C.O.B. STD. ST-5.
REMOVEIRELOCATE UTILITY;
COORDINATE WITH OWNER.
EXISTING SURVEY MONUMENT; PROTECT IN PLACE OR RESET
CONSTRUCT
DETACHED SIDEWALK PER C.O.B. STD. ST-6.
I
REMOVE EXISTING IRRIGATION
VALVES & RISERS.
INSTALL 9500 LUMEN STREET LIGHT & PULL BOX PER C.O.B. STDS. ST-2J, ST-231, ST-234.
CONSTRUCT
TYPE 'A" CATCH BASIN PER C.O.B. STD. D-74 (OPENING - 35).
GRIND 0.45' & OVERLAY EX.
PAVEMENT ON NORTH SIDE OF 'EAST
PANAMA LN AND EAST SIDE
OF COTTONWOOD RD (AS SHOWN). A,
CONSTRUCT CURB RAMP PER C.O.B. STD ST-10.
0.4 AC 0.50' NATIVE @ 90% (FOR PEDESTRIAN REFUGE AREAS AT INTERSECTION)
FUTURE CURB Em 'V-- �__ (�) REMOVE EXISTING FENCE AS SH 0 WN. GRIND 0.20' & OVERLAY EX. PAVEMENT ON SOUTH SIDE OF EAST
PANAMA LN AND WEST SIDE OF COTTONWOOD RD (AS SHOWN).
__j --.i __j
RETURN L 0 CA TION
rc _---s
Qz) L-Li
cz-3, (Z) I GRIND 0. 20' & 0 VERLA Y FULL WID TH OF EX. PA VEMEN T (A S SHO WN).
RIW PEI? DOC. 2201279JJ
EA T
COTTONWOOD ROAD <z,
PED EASSIVENT PER
DOC. j 2201279J4
CA TCH BA SIN
ji; HIGH SCHOOL #19
DOC 2201279J4 LQ PER DOC j 2201279JJ
+1 61 1,9.58
Q� 06
0. LT L,--j
1. 570? 3
V';
4
7
8
5
w__ W_ w
----------------- -2 Vv .............
. ....... IRR . ....... . ...... -
IRR . ....... . ...... .. . ....... pR vu
....... . ..... - I/ A & .............
w . . .............. .... 4 w 5 -,ov 5
;RR
... ...... RR . ........
Q) ........... . - . ................ ss �cz7J__. cez i !R' IRR ... .......... ................ UZ2 .............. iKl.zl*l .......................... . ......... . .............. �1'.1,11.".1 ...................
.......... . . .... ...
.. . . ......... . ............... ................ .,.:f . .................
.......... _L T- 0;�H: ............ -.
... . ..................... . .............. 1. ..... . . . . .....
40-k,00. 00 EAST PANAMA L ==;L79� - EE
lllll� �PR_
"s 7t 7'"': �2 i�
8
RIW
c3-� 8 55
/0*00`00 CO,TTONMOODRD' 9 (E)
..... ..... .... ...... ..... ..... . ......
... ...... ..... . ........... .... ...... .... ......
-4;�'77L-7
1�37or lro
#6 7V57�772F PF
�e_' A i i - 1 1
. - - - __ - - - _+ - __ - - - - -----------
..............
9
C7 2 9.14'
..... ..... . ... . . ...... ..... ..... ..... .. ..... ..... .... .... ..... ..... .... ...... .... ...... ...... . ...... .. .... .. .....
1 q EA ANAMA'UNE
Lo Yt__ 9 72
...............
--a . . ........... 'SIMON*
CHI—_
x =.Bmmffi wi SOMEONE- -pa.- A-111 10 mn",n SM.MR, ®R
......... . ...... win
. .. ..........
LZ... ..........
1.570
8 *J8.88 (E) R1W
(E) R1W
COUNTY
.... . .. . ... . ....... ........ 8 . ......
. . . . .......... 24_00 1?-T . . .............. . ....
.. .................... .......... . . . . ..... . .... .......... . . . . .. ....
---------- .......... . . .
------------------_ -------- -- ------ -
Q,�> Qz
RESIDENTIAL
b Z4
Lr) -
A Lj
TAPER DATA NO. CURVE TABLE
cn
cr)
SEE SHEET S T6R AST PANAMA LAN
NO TES.-
- A L L S FA T1 ONIN G IS BA SED ON CEN TERL INE UNL ESS 0 THER WISE N 0 TED. SL OPES A RE A L ON G FL 0 WL INE.
- MANHOLES AND VALVES SHALL BE ADJUSTED TO FINISH PAVING GRADE. CONTRACTOR SHALL FIELD
VERIF Y THE FINA L L 0 CA T1 ON OF EA CH FA CIL I T Y C ON TRA C TOR SHA L L BE REIMB URSED B Y 0 WNER FOR
THE COST OF ANY ADJUSTED FACILITIES BEYOND THOSE SHOWN ON PLAN.
- CUR VE DA TA FOR CURB RETURNS ARE TERMINA TED A T THE 8 CRIECR OR THE BA CK OF THE
PEDESTRIAN EASEMENT (PEDE), WHICHEVER OCCURS FIRST.
.................................
Rlw
9)
7.5
COIV81NA TION
SIDEWALK PER
S TD. S T- 5
TYPE Y C&G
PER STD. ST-1
1 ffoA
Rlw
73'
PEDE VAR.
64'
24
o'- 2 1
7
Rlw
30'
8
1--..p
2
. .... ...... .... . . . .....
SAWCUTi SAWCUT
2'
0,45'AC VAR.
2.4%
2.
2.5-%1-
0.
Z.
45' A 6
2.07o
.57o
H! I
J
_T
DL A CHLD
0. 1. 55' NA T1
FX /_-'Al W-I'vIRkI I
0. 50' CL A GG BA SE
_W
SIDL ALK SlIVItAR
SEC TIOAl I/A R IE5-
1. 55' NA T1 VE 957o
TO S TD. S T- 6
EAST PANAMA LANE
TYPICAL SECTION
TYPE Y
C&G
��JR STATION 40+84.12 TO
42+70.00 0
12.5 25
PER STD.
ST-1
SCALE. 1 )l = 12.5'
1
(STATION 40*84.12 TO 52*50. 00)
CONS TRUC T 0. 45' A C PA VING 0 VER
0.50 ) A GGREGA TE BA SE 0 VER 1. 55' NG
COIVPACTED TO 957o MAX DENSITY
Tl= 9. 0 R=51
� S TA TION
OFFSET FROM
f-L L-LEVA TION
42* 70. 00
64. 00' L T
59.78
42+80.00
6J 84' L T
59.80
42+90.00
6J J8' L T
59.84
4J* 00. 00
62.59' L T
59.87
4J* 10. 00
61.50' L T
59.92
4J-k JO. 00
59. 00' L T
60. OJ
4J-k 50. 00
56.50' L T
60. IJ
4J* 60. 00
55.41' L T
60.18
4J+ 70. 00
54.62' L T
60.22
4J+ 80. 00
54.16' L T
60.25
4J* 90. 00
54. 00' L T
60.27
VA R.
61' 55'
VAR.
54) 48' 24'
--------- - - ----------- --- - __
it L
5
_.Alm .......... .. .. .... . 1-70 ------- .......
2 SA WCU T i SA WCU T 2
i �d/w
0.45'AC VAR. -0 -0 * 45' A
2.3% - 3.3% 2. - _15 1 2. 557,±
1 _1-4-___-l_ 1- - ------ W_ 2.54
CURVE
RADIUS
LENGTH
TANGENT
DEL TA
0
JO. 00'
4718'
JO. 06'
90 '06J6
2
JO. 00'
26.07'
IJ 92
49"4648"
1
50. 00'
10. 57'
5. JO'
12 "06'J6 �l
50. 00'
12. 11'
6.08'
1,3*52'12"
JO. 00'
25.15'
IJ J7'
48 '02 �24
6
JO. 00'
25.16'
IJJ7'
48'02'24
7
50. 00'
12. IJ'
6, 09'
IJ05J�?4
3
50. 00'
12.46'
6,26'
14-16"48
JO. 00'
25.16'
IJ J7'
48#02:24
JO. 00'
25.16'
IJ J7'
48*02:24"
50. 00'
12.45'
6.26'
14 '15J6
20. 00'
J1. Jl'
19.00'
89 #42J6
Rlw
PEDE VAR.
1 6±'-28±) 7
101
E` D
E
7 7 1) .50' CL A GG BASE D TA CH_
0. 50' CL A GG. BA SE 1. 55' NA T1 VE @ 957o f X. Irll, Vf _/l//f A/ T SIDEWALK SlIVILAR
SEc/,-' /T/ ON IIA RIES 1. 55 NA T1 VE @ 957o TO S TD. S T- 6
EAST PANAMA LANE - TYPICAL SECTION T�PE Y C&G
�,S TJR) (� T TIoN 4.3,Lgn on To 4 7-,� gn nn 0 12.5 25 PER STD. ST-1
2 �-_
s j
Qc: �-,
___j
7 ,
Z. �__
--j
2_� PC: �_� �_
Qs -�j
Q -
2s k-_j
�9 �3 --
__j
C:� �3 --
j
2-s --
--i
2�
Q31�
Qc) -
QL_ -
QL_ -
Q6
Z
c-::)
Q-S
Co z
Qs
Qyi
Q)�
Q�z Q_
. L
E�
(NO
CQ::
�_j
EXISTING EDGE OF
Nq_
Lr)
PA VEU 0vT FROf ILE
ILOW Om
m
.... ... ..... .
........................... .................................... I ................ ]�.. " .. I ..............
--I . - -1- -"- -*-I-- _... _-j ___ __ _-_� ......... ......... -4 - - -4 4 -
........................... ................................ ................. * ............. ...
EVS1716,VC, G40UND 4 T
40*00 41*00
42-f 00 4J*00 44*00
. . . ........
12. 11'
CUR
fi
45-f 00
SCALE. 1" 12.5'
Q)
Ql�
Cy�
rn
(31�
Q)
cd
rl<
Q3
Q.1)
EXIS TING CEN TERL INE
D A I IL-UC-A / T DDIV-11 C
pzz
t_Q
THE FINA � PA VIN G k IF T
SHA � � SE CON TINUOUS
ACROSS BOTH THE EXISTING
ROA D WA K GRINDING A S WEt Z
AS ALL NEW PAVEIVENT
N�l N�l N�l
f-A 1r) (- A T
Z�
0. 50' Ct // A GG. 8A SE _j \L-V X-f J_ 0. 50' CL // A GG. SA S&
1. 55' NA TI VE 0 9570 j a I�A WWW L 1. 55' NA TI VE 0 951olo-
EAST PANAMA LANE TYPICAL SECTION
STAPON 47+20.00
TO
55+36-84 0 12.5 25
SCALE: 1 12.5'
Ql�_
Q-)
cl-
Q7� -
cx:j
Q)
oc)
Lr)
Lr)
............................. I .................................... I ..................................... I ............ ............................. ....... .............................. ...... I .................................... I ........................ [� ................ ; ..... .. ..................................... I .................................... .................................... .......................... A ........... ............ .................................... ........... ........................ ............................... .... ..................................... .................................... ............................... -
I --I * --------**-I ** *"*"*"** ........... *i ........................ 16, ........... ................................ I ........................... 1 6 ........... ................................ 16 1 'JI, k.36_2 XT
--- t _", f ...- �_ - --- I- __ -.--
-0-25
wMemol-rij
NORTH F�OWUNF FROFI�ES
.25%
49-f 00
on"m ME
L4,j
!:Z)
L
..........
...................................
EXISTING
....................................
06-E
.....................................
OF
....................................
...........................
..... ION- .............
---]ON
...
.............. ...........
.............. .....................
....................................
...... ..........
J61
�4 VSV�
N 7'" PR
yk
C U-Yff
CIU/?'Vl
1*
-
---------------
. ................................
.............. ....
............................
............ ....
.. . .......
. ......
.......... ..........
......... . ........ . ................... - - -------- .......
....... . ........ . .......
J60
.1 ....
........ . ....... .
......... ...... . .. ..... ....
...
....... . .... ..
.....................
...................................
.................
........... ....................
-G.25%.
..........................................................................
..................... ..
. .....
-0 .257o
.. ....
- J58
RESIGN
OW INk,
oFk
.
........ .... .... .. .... ...
w... cf. u.R.-YE.--m.
............ . .......
.......................
. ............................ ......
... ...........
. ........
J57
..................................
.....................................
....................................
.....................................
....................................
.....................................
......................
............
.................................... ... ................. ....................................
....................................
6 RD i� J/V
.............................
9 A T
J56
1DRO OS4,Z)
F-7
J55
SCALE: 1" 50'
50100
51-�00
c� 52*00
50 25 0 50 100
Qr
SCA Z E- 50' H ORIZON TA Z
At
2' VER TICA Z
C\l
C4,; co
L!J
to
C) ;L
c�- L
x
LAU
APPROVED BY: ROBERT T. SWANSON
R.C.E. NO. 43032
11-14 _Z/
DATE
APPROVED BV MANPREtT S. BEHI
7k.C.E. NO. 89698
-&. - - _,&�
AL _�&l _AL
DATE
CONSTRUCTION LEGEND
- - - SA WCUT TO A NEA T, CLEAN VERTICAL FACE; AS DIRECTED BY CITY INSPECTOR.
A CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. ST-22.
PROTECT IN PLACE OR RESET
EXISTING SURVEY MONUMENT,
INSTALL 9500 LUMEN STREET LIGHT & PULL BOX PER C. O.B. STDS. ST-2,3, ST-2j. 1, ST-2J. 4.
0.4 " AC / 0.50' NATIVE @ 90% (FOR PEDESTRIAN REFUGE AREAS AT INTERSECTION)
�wj D�m V�rmz� �gq"M��m
NO TES.-
L-Q 1,:� ;�'�
Q 7 A T-/ n LD A C'EY) n A E-A / 7= A / E- A E- Q Q n -rLJ E-0 I A Q E- A / n -rf-n Q / /1 f"D E- Q A D E- A /-) A E-1 /-) I A A / E-
/"i "//VL7 11-D
MANHOLES AND VALVES SHALL BE ADJUSTED TO FINISH PAVING GRADE. CONTRACTOR SHALL FIELD
VERIF Y THE FINA L L 0 CA T1 ON OF EA CH FA CIL I T Y C ON TRA C TOR SHA L L BE REIMB URSED B Y 0 WNER FOR
THE COST OF ANY ADJUSTED FACILITIES BEYOND THOSE SHOWN ON PLAN.
CUR VE DA TA FOR CURB RETURNS ARE TERMINA TED A T THE 8 CRIECR OR THE BA CK OF THE
PEDESTRIAN EASEMENT (PEDE), WHICHEVER OCCURS FIRST
PEDE VAR.
8'-23-±
8
DE TA CHED
SIDL-WALK SIMILAR
TO S TD. S T- 6
RIW
7 1
TYPL- �3' C&G
PER STD. ST-1
(3 ---j <3
QQ)-
J62................................ I ............
67 )
60' 16.8'-24
- RIW
30'
1 4 (E),
.*.*,T. / 1. 2
................ ...............
0. 45' A C VA R. 2 SA WCU T SA WCU T - 2 0. 45' A 6'
2.2% - 3.77o 2,57o±
L5 7o
:ffl::::-1I U III: III ill ill
0. 50' C� A GG BASE 0. 50' Ct A GG. BASE
1. 55' NA T1 VE 9 957o E/,,, P11 V5111,6-1\1 T 1. 55' NA T1 VE @ 9510ol
�S"Ec fl OA/ VAI
EAST PANAMA LANE TYPICAL SECTION
STATION 56+36.68 TO 57+92.94 0 12.5 25
,�T,4Timl � L 7,9 717
L-iz
L-Z �3 --j
C5
06
Lr)
14"D)
.........................
.... .................................... ................
................. ...........................
125 18
........
5J* 00
�i
A
,�J
2.
--5-CA ��: I = 12.
1=1101
. .. ......... ........ I - - ------ - 4-
CONS TRUC PON NO TES REMOVE EXISTING STORM DRAIN SIPHON
CONSTRUCT TYPE 'B' CURB & GUTTER PER C.O.B. STD. ST-1. REMOVEIRELOCATE EXISTING SIGN; SEE PAVEMENT DELINEATION PLAN.
CONSTRUCT COMBINATION SIDEWALK PER C.O.B. STD. ST-5. REMOVEIRELOCATE UTILITY; COORDINATE WITH OWNER.
Q CONSTRUCT DETACHED SIDEWALK PER C.O.B. STD. ST-6. 10 REMOVE EXISTING IRRIGATION VALVES & RISERS.
CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. D-14 (OPENING - 3.5). GRIND 0.45' & OVERLAY EX. PAVEMENT ON NORTH SIDE OF EAST
CONSTRUCT CURB RAMP PER C.O.B. STD ST-10. PED EA SEIVEN T PL-1? PANAMA LN AND EAST SIDE OF COTTONWOOD RD (AS SHOWN). A,
REMOVE EXISTING FENCE AS SHOWN. DOC. // 221158JI1 GRIND 0. 20' & 0 VERLA Y EX. PA VEMEN T ON SOU TH SIDE OF EA S T
PANAMA LN AND WEST SIDE OF COTTONWOOD RD (AS SHOWN).
Qz: kz Q,- r*-, k-
0Q) --j -_j I GRIND 0. 20' & 0 VERLA Y FULL WIDTH OF EX. PA VEMEN T (AS SH OWN).
Q',4
PLD LASLIVENT PER
- - --------------
_j
DOC. 2201279,34 RIW PER DOC
2201279JJ
CA TCH BASIN
61 * 19.58 AGRIGULTURE
-Eowo- -LT-
LIf
11MLAFAMI
(STA TION 52*50. 00 TO 65-f 25, 00)
CONS TRUC T 0. 45' A C PA VING OVER
0. 50' A GGREGA TF BA SE 0 VER 1. 55' NG
COUPA C TED TO 957o IVA X DENSI TY
T1=9. 0 R-51
RIW 2L
jj / M VL (9v Yj/0
(--E� EAST PANAMA LANE - TYPICAL SECTION
STAPON 62+1717 TO 68+41.81 0 12.5 25
A 1 11 =12 5'
rl%- �- Irl� Ir,,- r,%- �- Irl- r, t- I . ri- I.- Ir,,- rl�- L- Irv, r,.- L- Irv- r1% L- Ir*% k
. ......... . . ......... . . . ......
........................................................ ................................... ......................
...................... .................... ............... ................ .............. ......................................................................... ......................... ......... ........... ............... ..........
0.40
55-7L 00
56-7L 00
L-Li
Q)
(z3
(Z-)
�e
cz:-
�e
. ...... .......
.... . .....
--- - ---- ------ - ... L
(� -_-j
1-Z (�-- -__j
Q3
C:�
czs
Z
Q�s
.................................. .............................
,52
..... I ..................................... ...
25.4,31
................................ ..................................... .................................... ................................... ....
......................... .................................... V.
-ON
IIIIIIIIII-mm
-_j
cl� --,j
Q3
Q'�
11� ;��
C"4
rri u-F IL
............................
........... ......................... . . ........ ... . :,_� . ........ ..... .............. .................................... . . . ................................ .................................... ...........................
.............. ................ .....................
........ .............. ......... ..
N4:
57*00 58*00 59*00 60* 00
NOR TH f -� 0 K INE PR Of ES
APPROVED BY: ROBERT T. SWANSON
61*00
627L 00
DATE
(1) Rlw
TA PER DATA NO. 0
� STATION
OFFSET FROU
F� E�EVA TION
57*92.94
60. 00' L T
5792
58-h 02.27
59.81' L T
5795
58*09.61
59.26' L T
5798
58-� 16.94
58. J1' L T
58.01
58-f24.27
57 00' L T
58.04
58*J8.94
54. 00' L T
58.10
58-f 53 61
51. 00' L T
58.16
58*60.94
49.69' L T
58.19
58-�68.27
48.74' L T
58.22
58* 75.61
48.19' L T
5825
58*82.94
48. 00' L T
5828
TAPER DATA NO. 0
� S TA TION
OFFSE T FR OM
FL EL E VA T1 ON
61-k2717
60. 00' L T
57 J9
61*J4.67
59.81' L T
5740
61-k42.17
59.26' L T
5742
61*49.67
58. J1' L T
5744
61*5717
57 00' L T
5747
61 * 72.17
54. 00' L T
57 5J
61*8717
51. 00' L T
5759
61*94.67
49,69'm L T
5761
62*02.17
48.74' L T
57 6J
62*09.67
48.19' L T
5765
62* 17 17
48.00 1 L T
5766
CURVE-- TABLE
CURVE
RADIUS
�ENGTH
TANGENT
DEL TA
JO. 00'
25.16'
IJ,37'
48 'OJ'00
50. 00'
12.97'
6.52'
14 '52'12
50. 00'
IJ 35'
6.71'
15*18'00
JO. 00'
2518'
IJ J9'
48 '06'00
,30. 00'
25.60'
IJ 6J'
48 '5248
50. 00'
19.90'
10.08,
22 '48'00
50. 00'
6.68'
J J4'
7*J9'00 11
0
JO. 00'
25.4J'
13 54'
48'J4'12"
20. 00'
J1. 52'
20.10
90'17:24
50. 00'
9.62'
4.82'
11 '002
0
J0. 00'
25.4J'
1,3.54'
48',34'12
r r)
CONSTRUCTION LEGEND
SA WCUT TO A NEAT, CLEAN VERTICAL FACE; AS DIRECTED BY CITY INSPECTOR.
CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. ST-22.
EXISTING SURVEY MONUMENT; PROTECT IN PLACE OR RESET
INSTALL 9500 LUMEN STREET LIGHT & PULL BOX PER C.O.B. STDS. ST-2,3, ST-23.1j, ST-234.
0.4 ' AC / 0.50' NATIVE @ 90% (FOR PEDESTRIAN REFUGE AREAS AT INTERSECTION)
J62
J61
J60
J59
J58
J57
J56
955
RfR
66*49.14 EAST PANAMA tN
CONS TRUC PON NO TES
CONSTRUCT TYPE 'B' CURB & GUTTER PER C.O.B. STD. ST-1.
CONSTRUCT COMBINATION SIDEWALK PER C.O.B. STD. ST-5.
CONSTRUCT DETACHED SIDEWALK PER C.O.B. STD. ST-6.
CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. D-14 (OPENING J.5).
CONSTRUCT CURB RAMP PER C.O.B. STD ST-10.
REMOVE EXISTING FENCE AS SHOWN.
(L-) Rlw
EAST PANAMA LAN
(STATION 65*2500 TO 68141.81)
THE FINA t PA VIN G � IF T
SHA I I BE CON TNUOUS
A CI?OSS BOTH THE EXISTING
I?OADWA Y GI?INDING AS WEI
AS Al� NEW PAVEIVENT
'r-A
CONS TRUC T 0. 45' A C PA VING OVER
0. 50' A GGREGA TF BA SE 0 WR 1. 55' NG
COUPACTED TO 957o MAX DENSW
Tl= 9. 0 R-51
ootuu 0 / _71- uu
NORTH f-LOWLINE PROFILES
()(5--l-uu
-(0 Rlw
69-f 00
oy-�-uu
A I /—, =r— e�
REMOVE EXISTING STORM DRAIN SIPHON
REMO VEIREL OCA TE EXIS TING SIGN'. SEE PA VEMEN T DELINEA TION PLAN.
REMOVEIRELOCATE UTILITY; COORDINATE WITH OWNER.
60� REMOVE EXISTING IRRIGATION VALVES & RISERS.
GRIND 0. 45' & 0 VERLA Y EX. PA VEMEN T ON NOR TH SIDE OF EA S T
PANAMA LN AND EAST SIDE OF COTTONWOOD RD (AS SHOWN). Z�L
GRIND 0. 20' & 0 VERLA Y EX. PA VEMEN T ON SOU TH SIDE OF EA S T
PANAMA LN AND WEST SIDE OF COTTONWOOD RD (AS SHOWN).
GRIND 0. 2 0' & 0 VERL A Y FUL L WID TH OF EX. PA VEMEN T (A S SH 0 WN).
— ALL STATIONING IS BASED ON CENTERLINE UNLESS OTHERWISE NOTED. SLOPES ARE ALONG FLOWLINE.
MA NH OL ES A ND VA L VES SHA L L BE A D JUS' TED TO FINISH PA VIN G GRA DE. C ON TRA C TOR SHA L L FIEL D
VERIF Y THE FINA L L 0 CA TI ON OF EA CH FA CIL I T Y C ON TRA C TOR SHA L L BE REIMB URSED B Y 0 WNER FOR
THE COST OF ANY ADJUSTED FACILITIES BEYOND THOSE SHOWN ON PLAN.
CUR VE DA TA FOR CURB RE TURNS A RE TER MINA TED A T THE B CRIECR OR THE BA CK OF THE
PEDESTRIAN EASEMENT (PEDE), WHICHEVER OCCURS FIRST
J62
J61
J60
J59
J58
J57
J56
J55
!a
SCA I E- 50' HORIZON TA
1" 2' VERTICAL
co
Lu
gee
APPROVED BY: ROBERT T. SWANSON DATE
R.C.E. NO. 43032
0
Y 'M"IRAN'IREET S. 1EIL .1
APPROVED B:
�k.C.E. NO. 89698
I (I', -&,I tl
VOW
.................. ..........
CONSTRUCTION LEGEND
- SA WCUT TO A NEA T, CLEAN VERTICAL FACE; AS DIRECTED BY CITY INSPECTOR.
CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. ST-22.
PROTECT IN PLACE OR RESET
EXISTING SURVEY MONUMENT,
INSTALL NEW STREET LIGHT & PULL BOX PER C.O.B. STDS. ST-2J, ST-231, ST-2j.4.
0.4 AC / 0.50' NATIVE @ 90% (FOR PEDESTRIAN REFUGE AREAS AT INTERSECTION)
SEE 'VEW HIGH SCHOOL /19 - OFF -SITE" FU TURE CURB
SEE TRAFFIC SIGNAL P�AN IMPR 0 VEMEN TS RETURN L 0 CA TION
FOR STREET LIGHTS A T FOR WORK WEST OF COTTONWOOD ROAD rRIIW PER DOC. j 221002767
AGRICULTURE
(FUTURE JR. HIGH)
61
CZ)
TAPER DATA NO.<�>
� STA TION
OFFSET FROM
FL ELEVATION
10*94.17
54. 00' R T
59.96
11*01.67
54.19'RT
59.91
11*09.17
54.75 RT
59.90
11*16.67
55.69'RT
59.87
11*24.17
57 00' R T
59.81
ll*J9.17
60. 00' R T
59.77
11*54.17
6J 00' R T
59.71
11*61.67
64. Jl' R T
59.68
11*69.17
65.25'RT
59.65
11*76.67
65.81'RT
59.61
11*84.17
66. 00' R T
59.58
J6J
(E) /?/w ---\,
40* 00. 00 EA S
CURVE
RADIUS
LENGTH
TA NGEN T
DEL TA
10. 00'
15 67'
9.97'
89 '48100
SEE
SHEET
ST-i
JO. 00'
25.59'
IJ 6J'
48*52'12"*
50. 00'
11.86'
5 96'
lJ*J6'00"
20. 00'
J1. 19'
19.78'
89 21'J6 "
JO. 00'
25.16'
IJ J7'
48 "02:24 "
50. 00'
IJ20'
6.64'
15*0748"
50. 00'
11. 05'
5 55'
12 'J9J6
JO. 00'
26.82'
14.J8'
51'IJ'48
23)-29'
cs
0. 45' A C
0. 50' CL // A GG, HA Sf-
p T
1. 55' NA TI VE 0 957o
COTTONWOOD ROAD - TYPICAL SECTION
STATION 5+71.09 TO 9+66.14 0 12.5 25
SCALE 1`12,11,15 F7
............
...........
............
!:J� c"i
Q-)
Q) Q)
Ql)
Lr)
m
CONS TRUC PON NO TES
CONSTRUCT TYPE 'B' CURB & GUTTER PER C.O.B. STD. ST-1.
CONSTRUCT COMBINATION SIDEWALK PER C.O.B. STD. ST-5.
CONSTRUCT DETACHED SIDEWALK PER C.O.B. STD. ST-6.
CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. D-14 (OPENING = J.5).
CONSTRUCT CURB
RAMP
PER C.O.B. ST9 ST-10.
REMOVE EXISTING
FENCE
AS SHOWN.
REMOVE EXISTING STORM DRAIN SIPHON
REMOVEIRELOCATE EXISTING SIGN; SEE PAVEMENT DELINEATION PLAN.
REMOVEIRELOCATE UTILITY; COORDINATE WITH OWNER.
FIO� REMOVE EXISTING IRRIGATION VALVES & RISERS.
GRIND 0. 45' & 0 VERLA Y EX. PA VEMEN T ON NOR TH SIDE OF EA S T
PANAMA LN AND EAST SIDE OF COTTONWOOD RD (AS SHOWN). A,
GRIND 0. 20' & 0 VERLA Y EX. PA VEMEN T ON SOU TH SIDE OF EA S T
PANAMA LN AND WEST SIDE OF COTTONWOOD RD (AS SHOWN).
(1� GRIND 0.20' & OVERLAY FULL WIDTH OF EX. PAVEMENT (AS SHOWN).,
AGRICULTURE
R/W PEI? DOC. # 221002767 (PARCEL MAP 11250)
STEP Ep
*,9718 /y/w
\-2j
24. 00' L T
f - n n I / -r
197
55-j
3
HIGH SCHOOL #19 3
1?1W PEI? DOC--,� zl- PED LLASEMENT P[R
If 2201279JJ ZA RIW PEI? DOC.
PED EASEIVENT PER
DOC. 2207279J4
Lj-j DOC. 2201279J4 j 2201279JJ
r, 1 EA )A
�--Doo Z 7�L
Nl� C�-
LZ
Qs
S
CA TCH BASIN
1 2 j
47 Q3
J+ J2. J4
1�0 66. 00' L T
NO TES. -
co I ONWOOD ROAD
VAR.
6 l'- 70'
24
h- L- tD Lf
7' 8
SA WCU T SA WCU T 2
- A L L S TA TI ONIN G IS BA SED ON CEN TERL INE UNL ESS 0 THER WISE N 0 TED. SL OPES A RE A L ON G FL 0 WL INE.
(STA TION 5* 71.091 TO 18-f 50. 00) - MANHOLES AND VALVES SHALL BE ADJUSTED TO FINISH PAVING GRADE CONTRACTOR SHALL FIELD
CONS TRUC T 0. 45' A C PA VING 0 VER VERIFY THE FINAL LOCATION OF EACH FACILITY CONTRACTOR SHALL BE REIMBURSED BY OWNER FOR
0. 50' A GGREGA TE HA SE 0 VER 1. 55' NG THE COST OF ANY ADJUSTED FACILITIES BEYOND THOSE SHOWN ON PLAN.
COIVPACTE-D TO 957o MAY DENSITY - CUR VE DA TA FOR CURB RETURNS ARE TERMINA TED A T THE BCI?IECR OR THE BA CK OF THE
77- 8.5 R-51 PEDESTRIAN EASEMENT (FEDE), WHICHEVER OCCURS FIRST
R w Rlw R11
VA R. VAR.
76' A 55'-61) 55'-60'
on
0. 45' A C- VA R. 0.45'AC
2.5%j--- ir (I I
2,.5/&o/ . ..... 2.,31&ol - 3.4%
Ty
10 1
7.5
. . . . . . . . COUBINA TION
0. 50' CL A GG, BASE 0. 50' CL A GG BA SE- SIDEWALK PEI?
7 /--*'/", PA 1. 55' NA T1 VE @ 957o STD. ST-5
1. 55' NA TI VE 0 9517'o' SF(,- T/0)/lk/ VA Flf �5 T�PE �9' C&G
(`G--� COTTONWOOD ROAD - TYPICAL SECTION PEI? S TD. S T- 1
EXISTING EDGE Of
............................ .................................... .................................... ..... ..................... ....................... t-111-1 . ........................... .................................... .................................... .................... ................................ ............ ............
z ...... ......
kLE-114T
�A V
. ...... . .....
............................. .................................... .................................... .......... ........................ ................................... . ; .................................... .................................... .......... ......................... .................................... ..............................
....... .. ...... ...... .
. . ...... .....
STATION 11+84.17 TO 13+34.59 0 12.5 25
SCALE. 1 "- 12.5'
Q�) (Z:)
Ql� Q6 Ql� Q�i z
cQ)
L //Vf
In
,D/11 tlEMIEN T P.,,qur,,F'L'E
............................ ........... ............. .... . ......................... ...........
1567
O-A/
....... ............ ................ ...................
CUM . . .... . ....
................. ...... ........ ........................ .... .. .................................... .................................... .................................... ............ ....................... .................................... .................................... ...........
................................ ........... .............. ............ ........................... ......
A,-
.............................. .................................... ..................................... .................................... ................. ................... .0-1:V4 ..................................
............ ...................... .......................................................................... ...........
................... ........................... L ............. 4
4/0;
DESIGN EP
PROFYE
APPROVED BY: ROBERT T. SWANSON
R.C.E. NO. 43032
Wworl
DATE
11, 1-1
VAR.
48'-53.48' VAR.
M�W�,Wff, WAFA V -- ----
APPROVED BY: ANPREET BEHL
R.C.E. NO. 89698
A
�vl
DATE
THE FINAL PA VING t IF T
SHA t I BE CON TINUOUS
ACROSS 80 TH THE EXISTING
ROA D WA � GRINDING A S WE� t
A S A Z Z NEW PA VEUEN T
"A
VAR. PEDE
-8
DE TA CHED
qln T- INA / w QA //// A p
S�ALL.- 7",�U'HUHIZUNIAL
1"' 2" VERTICAL
Lu
CL
ui
Rlw
j6j
J6J
J6J
J62
J6 /
J60
L359
J58
. ..............
CONSTRUCTION LEGEND
--- SA WCUT TO A NEAT CLEAN VERTICAL FACE; AS DIRECTED BY CITY INSPECTOR.
CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. ST-22.
PROTECT IN PLACE OR RESET
EXISTING SURVEY MONUMENT,
INSTALL NEW STREET LIGHT & PULL BOX PER C. O.B. STDS. ST-2,3, ST-23. 1, ST-23.4.
AC / 0.50) NATIVE @ 90% (FOR PEDESTRIAN REFUGE AREAS AT INTERSECTION)
0.45
A CR TCT TT TT Tl? IP
// 2201279JJ
RIW
Qz� � L DETA CHED
FX, PA 11011 Fh'T 0.50, CL #AGG BASE L TYPE Y C&G SIDEWALK SIMILAR
SECT/oN VARE-5 '-- 1. 551 NA T1 VE 0 957o PER STD. ST-1 TO S TD. S T- 6
COTTONWOOD ROAD - TYPICAL SECTION
STATION 18+47.32 TO 20+94.12 0 25
SCALE. 1 -12.5' F wz M, 0 /Z//,ffl
CONSTRUCRON NOTES
CONS TRUC T TYPE -B -' CURB & GU TTER PER C. 0. B. S TD. S T- 1.
CONSTRUCT COMBINATION SIDEWALK PER C.O.B. STD. ST-5.
CONSTRUCT DETACHED SIDEWALK PER C.O.B. STD. ST-6.
CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. D-14 (OPENING - 3.5).
CONSTRUCT CURB RAMP PER C.O.B. STD ST-10.
REMOVE EXISTING FENCE AS SHOWN.
SEE TRAFFIC SIGNAI PLAN FOR
STREET LIGHTS A T
BUS EXIT/ COTTONWOOD ROAD
/A/ TFR qFr T10A1
AGRICULTURE
(L-) Rlw
27100
k- �--
c, c-, U I NJ V V U U L.) rl U /A Lo)
(STATION 5*71.091 TO 18�-50.00)
CONS TRUC T 0. 45' A C PA VING 0 61?
0. 50' A GGI?EGA TE BA SE 0 VER 1. 55' NG
COUPACTED TO 957o MAX DENSIT�
T1- 8.5 R-51
-�H: . .......................
............. 0H ...................... .............. C .- 11 t-
- -mowasm- - --awalimm- - �
REMOVE EXISTING STORM DRAIN SIPHON
REM 0 V�-IREL 0 CA TE EXIS TIN G S1 GN,- SEE PA VEMEN T DEL INEA T1 ON PL A N.
REMOVEIRELOCATE UTILITY, COORDINATE WITH OWNER.
Cl 0 REMOVE EXISTING IRRIGATION VALVES & RISERS.
GRIND 0.45' & OVERLAY EX. PAVEMENT ON NORTH SIDE OF EAST
PANAMA LN AND EAST SIDE OF COTTONWOOD RD (AS SHOWN). A,
GRIND 0.20' & OVERLAY EX. PAVEMENT ON SOUTH SIDE OF EAST
PANAMA LN AND WEST SIDE OF COTTONWOOD RD (AS SHOWN).
(7� GRIND 0.20' & OVERLAY FULL WIDTH OF EX. PAVEMENT (AS SHOWN).�
CURVE TABLE
CUI? VE
I?A DIUS
I ENG TH
TA N GEN T
DEL TA
20. 00'
J1.29'
19.87'
89 'J74,5
20. 00'
J1. 56'
20.14'
90:?4J6"
25 00'
J9. 09'
24.82'
89J5 �24 "
25. 00'
J9.45'
25.18'
90:24J6 B,
- A L L S TA TI ONIN G IS BA SED ON CEN TERL INE UNL ESS 0 THER WISE N 0 TED. SL OPES A RE A L ON G FL 0 WL INE,
- MANHOLES AND VALVES SHALL BE ADJUSTED TO FINISH PAVING GRADE CONTRACTOR SHALL FIELD
VERIFY THE FINAL LOCATION OF EACH FACILITY CONTRACTOR SHALL BE REIMBURSED BY OWNER FOR
THE COST OF ANY ADJUSTED FACILITIES BEYOND THOSE SHOWN ON PLAN.
- CURVE DA TA FOR CURB RETURNS ARE TERMINA TED A T THE 3CRIECR OR THE 8A CK OF THE
PEDESTRIAN EASEMENT (PEDE), WHICHEVER OCCURS FIRST
R1w
55 Cz
PEDE
VAR.
22)-32) 48' 7' 12' 24'-33'
Rlw Rlw -zV
................ ............
.......... .......... ................ . . ..... .......... ...........
8
p
7 18)
......................................................................... ..............................................................................
12 SA WCU T SA WCU T 2) 1 SA WCU T 2'0
1 0. 45' A C-
0. 45' A C
0.45 AC
2.0%
2.57ol z,j7o± o
3.6%
2.9%VAR.
......... . . ....... "'y 1-y",;T, I.";
011.
DE TA CHED
0. 50' Ct A GG BA SE 0. 50' Ct A GG BASE PA fl./l�//'[,A/ 7 . ...... 0. 50' C� A GG. SA SL
Fl, PA- 10,1011 T SIDEWALK SIMILAR
1. 55' NA T1 VE @ 957o -()frT0k1 IIARZES 1. 55' NA 77 VE @ 957o TYPE C&G TO S TD. S T- 6 1. 55' NA 77 VE @ 957o
COTTONWOOD ROAD TYPICAL SECTION PER STD. ST-1 COTTONWOOD ROAD TYPICAL SECTION
STATION 20+94.12 TO 22+47.44 0 12.5 25 STATION 23+27.44 TO 27+32.33 0 12.5 25
SCALE. 1 "- 12.5' 1 mm��� SCALE I "- 12.5' 1 F11111�7��
J63
t-56,3
J6,3
J62
J60
J59
J58
n
MA
/Ytuu zutuu Z/tuu zztuu zituu Z�Ltuu zituu zotuu Z/tuu zotuu SCALE: 1" = 50'
50 25 0 50 100
'A
EA S T F� 0 K INE PR OFIL ES 6m� 2111111111111111111-hIll I
A SCALE- 1 50' H01?1ZON TA L
1" 2' VI-lUICAL
z
APPROVED BY: ROBERT T. SWANSON DATE APPROVED BY: MAhPREET S. 9EHL ATE
R.C.E. NO. 43032 R.C.E. NO. 89698
I I I
2' k-� 2'
HIGH V1S18VTY` CROSSWA�K DETAk
SCALE- 1 11 = 5'
COTTONWOOD ROAD
SEE SHEET S T- 9
COTTONWOOD ROAD
SEE SHEET S T 9
c1c)
NO TES: SIGN & PA OVEN T DE INEA TION NO TES & EGEND f -URNISH A NO INS TA t t IRA FF1 C SIGNS PER C 0. B S TD 1— 2
ALL STRIPING AND PA VEMENT MARKINGS SHALL BE THERYOPtASTIC PAINT PER NEW S TRIPING — DENO TES CA L TRA NS DE TA It NUtVBLR RI —I STOP
CA t IRA NS S TA NDA RD SPECIFICA TION P TH— 02A L K YD, UNt ESS 0 THER WISE NO TED. RI-2
YlEl D
BIKE LANE SYPSO�S & ARROWS, AND HIGH VISIBILITY CROSSWALKS SHAtt INS TA t L YEtLOW CROSSWALK RJ— 7 'RIGHT IANE MUST TURN RIGHT
INCtUDE ANTI—SKID TREATMENT TO BE REVIEWED AND APPROVED BY THE CITY R5-1 DO NOT ENTER
ENGINEER. INSTAL HIGH VISIBItITY YELOW CROSSWALK PEI? DETAlt
R26(CA) NO PARKING ANY T11WE
R81(GA) rV BIKE t A NE
C6NFZ. IC TING PA VEMEN T YA RKINGS SHA L t BE REMO VED B Y GRINDING OR A S INS TA t t 12" 00W bVIT LINE cz)
r1l ';9L-GIN > .
DIRECTED BY THE CITY ENGINEER RSIA(CA)
SJ2(CA) '�DOPTA—HIGHWA Y" ASSEYBt Y olz
INSTALL 12 " YEL t 0 W DIA GONA t, SPA CED A T 25' ON CEN TER
Bt bF ';90 TTS D 0 IS " SHA L t BE INS TA L L ED I' FROM CEN TERt INE Of PA VING, SR4— I(CA)(25) SCHOOL SPEED LIMIT A SSEYBt Y C (25 MPH)
SW24—J(CA) SCHOOL A D VA NCL_ WA RNING A SSEUBt Y ;9'
OFFSE T TO S TREE T H YDRA N T SIDE, A T EA CH H YDRA N T L 0 CA TION. C123
REMO VE EXIS TING SIGN A N0101? PA VEIVEN T DL'L INEA TION A S SHO WN wi— I ADVANCE STOP WARNING
wi- i ADVANCE SIGNAL WARNING
SIGN CODES A RE FEDERA L CODES UN� [SS DENO TED 8 Y (CA) WHICH INDICA TES Rf _t OCA TE EXISTING SIGN AS SHOWN W4-2 ry
CA L IFORNIA CODES L A NE ENDS
'R/GHT LANE ENDS
W9 — I (R T) rV
INSTAtL TYPE IV ARROW PER CAL TRANS STD. RSP A24A
'R/GHT LANE TURNS RIGHT AHEAD
W7JA (CA) /-V
W74(CA) "THRU TRAFFIC MERGE LEFT"
INSTAtL TYPE V (t) ARROW PEI? CAL TRANS ST9. RSP A24A
MOUNT SIGN ON STREET LIGHT OR SIGNAL STANDARD
. . . .......
INSTALL BIKE LANE SYWOL (WITH PERSON) PER CAL TRANS STD. RSP A24C Adf0o"' INSTAtt TYPE V1 'VERGE " A RRO W PER CA t TRA NS S TD� RSP A 24A
INS TA L L BIKE L A NE A RRO W PER CA L IRA NS S TD. RSP A 24A 100 INS TA L I "SIGNA L A HEA D " LEGEND PLR CA t TRA NS S TD. RSP A24D
INSTAtt BIKE LOOP DETECTOR SYMBOL PEI? CAL TRANS STD. RSP A24C ig INS TA t L " YlEt D " L EGEND PEI? CA L TRA NS S TD. RSP A 2 4D
EAST PANAMA �ANE
EAST PANAMA LANE
0
/,,— � OF ROA D OR L A NE L INE ON
SAW & PA VEIVEN T DEL INEA TION NO TES & L EGENO
NEW S TRIPING DENO TES CA L TRA NS DE TA IL NUMBER FURNISH A NO INS TA L L TRA FFIC SIGNS PER C 0 B S TD T— 2
INSTALL YELLOW CROSSWALK RI— I ry STOP
RI-2 YIL L D
INSTALL HIGH VISIBItITY YL-tLOW CROSSWALK PEI? DETAlt RJ-7 'R/GHT LANE MUST TURN RIGHT"
r-j DO NOT ENTER oc-)
R5-1
W4 C2
INSTALL 12" YELL091 LIMIT LINE R26(CA) NO PARKING ANY T`UF "4
1?81(CA) BIKE L A NE
Y;9L-GIN
INSTALL 12" YELLOW DIAGONAL, SPACED A T 25' ON CL-N TER ry ob cy�
R8 IA (CA)
SJ2(CA) '�DOPT—A—HIGHWA Y" ASSEYBt Y
INS TA L L 12 " WHI TE DIA GONA Z., SPA CED A T 25' ON CL-N TER
SR4— I(CA)(25) SCHOOL SPL-L-D bVIT A SSL-IVBL Y C (25 MPH)
SW24—J(CA) SCHOOL A D VA NCL- WA RNING A SSEIVBt Y
LR
REMO VE EXIS TING SIGN A NDIOR PA VEIVEN T DL L INEA TION A S SHO WN WJ— I ADVANCE STOP WARNING
. .. . . . ....
wi— i Lu
ADVANCE SIGNAL WARNING
RE OCA TE EXISTING SIGN AS SHOWN W4-2 LANE ENDS
W9 — I (R T) "R/6HT LANE ENDS
Ah,
INS TA L L TYPE I V (R) A RRO W PEI? CA L IRA NS S TD. RSP A 24A
ry 'R/6HT L A NE TURNS RIGHT AHEAD
W7JA (CA)
INSTALL TYPE IV (t) ARROW PER CAL TRANS STD. RSP A24A W74(CA) r", "THRU TRAf-FIC MERGE LEFT"
** MOUNT SIGN ON STREET LIGHT OR SIGNAL STANDARD
INSTALL BIKE LANE SYMBOL (WITH PERSON) PER CAL TRANS STD. RSP A24C Aiff0o` INSTALL TYPE V1 WERGE " A RRO W PER CA L TRA NS S 0 RSP A 24A
INSTALL BIKE LANE ARROW PER CAL 00 INS TA L L "Sl GNA L A HL-A D " L EGEND PEI? CA L TRA NS S TD. RsP A24D
IRA NS S TD. RSP A 24A 13
INS TA L L YlEt D L EGEND PER CA Z. TRA NS S TD. RSP A 24D
INSTALL BIKE LOOP DETECTOR SYMBOL PER CAL TRANS STD. RSP A24C 0;;j w�l �i
>
uxcJL
9 7f? 38
R
— --------- —1 .... . .. ......
R
r
.......... ............
�-�Cy ........
n�nT L - * * * I * * I - I . I I � . I � I I I . I I � , , � - -.1--l. ..- I I . I I I � I . I I � � .....................
zz
........... — ----- .. .. ......
i - - -1-11-1.1.11 1 1 .............. . . . . . . . . . . . . . . . . . . . . . . . .....
. . . . . . . . . . . .
5100 .................. -- — ------ - . . .........
..........
PROPOSED
SIGNAL
IVA TCH EXISTING J8
. ....... 27
.... . ......
21
.............. ........... x .. .. . . ......
..........
27B
Of
ALL \5 TRIPING W1 THIN
IN TERSEC TION
EAST PANAMA Z.ANE
SEE SHEET ST-8
NO TES:
A L L S TRIPING A NO PA VEIVEN T IVA RKINGS SHA t k BE THERIVOI`Z. A S TIC PA IN T PER
CA t IRA NS S TA NDA RD SPECIFICA TION P TH— 02A I. K Y9, UNt ESS 0 THER WISE NO TED.
HIKE LANE SY1V80tS & ARROWS, AND HIGH VISIBILITY CROSSWALKS SHALL
IN Ct UDE A N TI — SKID TREA TMEN T TO BE RE VIE WED A NO A PPI? 0 VED B Y THE C/ T Y
ENGINEER.
CONFt IC TING PA VEMEN T RA RKINGS SHA L L BE REMO VED B Y GRINDING OR A S
DIRECTED BY THE CITY ENGINEER
BLUE '�50TTS DOTS"' SHALL BE INSTALLED I' FROM CENTERtINE OF PA VING,
OFFSET TO S TREE T H YDRA N T SIDE, A T LA CH H YDRA N T L 0 CA T1 ON.
SIGN CODES A RE FEDERA L CODES UNt ESS DENO TED B Y (CA) WHICH INDICA TES
CA I. IFORNIA CODES
SEE 'VEW HIGH SCHOOL 1119 OFF —SITES"
FOR EA S T PA NA IVA L.A/VE WEST OF COTTONWOOD
el N or Is
278
MA TCH EXISTING
275 R XN-1 DA
Q�
cz:� �--
�o c1c:
COTTONWOOD ROAD
SEE 8 0 T TOM OF SHEE T
40*00. 00 EAST PANA YA IN
10-�00.00 COTTONWOOD RD
................
..................
N Lr�
LNr)
L6
Lc-'),
(Z� k- (Z.) r-,, I-, r", k- r�� k- k- rl� k- k- r" k- Lr) �-- r-) �-- r'o �-- r4c� �--
Q� --j Qz k- N-,) -,i -,i r) Qt:: I-) Qc 00 -,1 Q:S j N --j
Qs -�j -�j 1q:
Lr) Lc�
'V-- L6
Z� Z�
ZZ
Rlw
----- - - ---
. . . .........
z R,
'kx
. . . .......
........ ..
. .. . . . .................
- ------------------- ........ ....
-1-1 Nk�t
............ T'n
x.................
Rlw
MEDIAN TAPER DA TA MEDIAN TAPER DA TA MEDIAN TAPER DATA
S TA TION
Off -SET FROM
42+ 70 00
9.00'RT
42+80.00
668RT
42+90 00
7 76' RT
4J+ 00 00
6 18' RT
4J+ 10. 00
4. 00' RT
4J+J0 00
1� 00' L T
4J+ 50. 00
6. 00' L T
4J+ 60 00
8.18' L T
4J+ 70. 00
R 76' L T
4J+80. 00
10. 68' L T
4J+ 90. 00
11.00'LT
S TA TION
OFFSET FROM C
45*24J7
10. 56' R T
45+Jl. 79
10 J7' RT
45+J9�20
9.81'RT
45+46.62
687RT
45+54 04
756RT
45*68.87
456'RT
45+8J. 70
1.56** RT
45+91.12
0. 25' L T
45+98.54
0. 69' L T
46+05.95
1.25'LT
46+ IJ. J7
1. 44' L T
-R
------
. ............
--- ----------
S TA T1 ON
OFFSE T FR O/V
49-k 17 26
7 00' RT
49+24.76
6.81' RT
49-kJ226
6 25' R T
49-kJ9.76
5. Jl' RT
491-4726
4. 00' RT
49-k62.26
1. 00' RT
49*7726
2. 00' L T
49+84.76
JJ1'LT
49+92.26
4 25' L T
49*99.76
4.81' L T
50+0726
5 00' L T
. .................. ......... . . ............................
.............. ........... .. .. ...... ............................ ............................
........... x ................. .. --x x . .. ....
Rlw
A K I A L A A I A L I MEDIAN TAPER DATA MEDIAN TAPER DATA MEDIAN TAPER DATA
CURVE
RADIUS LNGTH
TANGENT
DL TA
1
2 00' 6.28 11
-
180'00'00
2
1� 00' J 14'
-
180'00'00
60. 00' J796'
19.64'
J6 7 458 "
4
2. 00' 117'
0. 65'
J6 7 4 '58 "
5
2. 00' 1. 72'
0 92'
49:?I'J6 "
6
60. 00' 51.69'
27 57'
4 92 1 `J6 AI
54*81� 14
700" RT
54+88.64
6.81' R T
54+96.14
6.25" RT
55+ OJ 64
5.JI'RT
55-h 11. 14
4.00" RT
55*26.14
1. 00' RT
55*41.14
2. 00' L T
55+48.64
JJI'LT
55+56.14
4.25' L T
55+ 6J 64
4.81' L T
55+71.14
5. 00' L T
STATION
OFFSET FROM
12* 70. 00
9.00'RT
12+80.00
8.68' R T
12-k 90. 00
7 76' RT
li+ 00. 00
6 18' RT
li* 10. 00
4. 00' RT
li*JO. 00
1. 00' L T
IJ+50. 00
6 00' L T
1J+ 60. 00
8.18' L T
IJ+ 70. 00
9.76' L T
15*80. 00
10. 68' L T
li+ 90. 00
11.00'LT
STA TON OFFSET FROM
J
16*86 18 5.61'RT
164-9J 68 5.41'RT
Lj�j
17*01. 18 4.8J' R T
17*08.68 J.8J'RT
17-k 16.18 2.46' R T
17*Jl� 18 0.69' LT
17+46.18 J 85' L T
17+ 5J 68 5.22' L T
17+61.18 6.22' L T
17+68.68 6.80' L T
17+76.18 700' LT
Rlw
Rlw
/?/w
Ao
AS PANAMA LANE
MEDIAN
S TA T1 ON
TAPER DA TA
OFFSE T F? OU
FOINAC MC-DOff P6fe (!:�-IrY
19+47 7J
5. 00' R T
?-KA�Xc tfgpl Av
19-�5512J
4.81'RT
19-t-62.7J
4.25' R T
19+ 70 2J
JJ1'RT
19+ 77 7J
2. 00' RT
19 + 92 7J
1. 00' L T
20-f 07 7J
4. 00' L T
20+152J
5. Jl' L T
20-�22.7J
6.25' L T
20-kJO.2J
6.81' L T
20+J7 7J
700' LT
40*00, Ob EAST PANAMA LN
Mmo
Rlw
Q,�
Qr-
V<
--i
-�j j
(�-s
QZ QZ
c'-s
�Q
L6
Am
NMI
-�j
--j -�j
Qz Qz
r-< L6
II/w
---------------- ---------------------
------ ------ ---------------------- --------------------- ------------------ 2-2 ------------ 2J
12 t
o14 ------------- 15*00 ----- -- ------------ 7-6 ------ R=2 5'
------------------------------------------- ----------- -- --------- v Ot ---
....................
.... ............... ....................
................... - . .......... ..
....................
........ ........