HomeMy WebLinkAbout6.1-1874Fm
........... .
TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE
.,7\
`YAN STARBUCK RICE 57651
& I A 1% 1
A If I I #
It v /I E WE D" B
F\E'
e07 *v
'e"5
ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD
STUART J. PATTESON RCE 44898
A -I %
VE D B
ArPRIIJ
-, FRW-,
PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD
�oie.sNICOLAS FIDLER C 61069
m"_
BENCHMARK USED -,-
TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF KING STREET AND
EUREKA ST.
ELEVATION = 498.17 FEET (ASSUMED DATUNT)'
wj
_`ASIS OF BEARINGS:
THE BEARING OF NORTH 73*44'05" WEST FOR THE PROJECTION OF THE
CENTERLINE OF EUREKA STREET PER RECORD OF SURVEY FILED APRIL 6, 2001 IN
BOOK 21 OF SURVEYS AT PAGE 68 IN THE OFFICE OF THE KERN COUNTY
RECORDER WAS USED AS THE BASIS OF BEARINGS SHOWN UPON THESE PLANS.
LEGAL DESCRIPTION:
BLOCKS 199 AND 217 AS SHOWN ON "MAP OF BAKERSFIELD, KERN COUNTY
CALIFORNIA" , SHOWING "EAST BAKERSFIELD, FORMERLY SUMNER"' FILED JANUARY
12, 1889 IN THE OFFICE OF THE KERN COUNTY RECORDER.
,4Si
BESSE
OWENS
INTERMEDIATE tiu,
SCHOOL
PROJECT
SI TE
ONE&
AM,
MATERIALS LIST
ESTIMATED QUANTITIES FOR
PLAN
CHECK AND INSPECTION FEE CALCULATIONS.
NOT TO BE USED FOR BIDDING PURPOSES.
STREETS
LOCAL STREET
490
LF
6" CONC./4" A.B.
3,685
SF
6" CURB AND GUTTER
60
LF
4" THICK CONCRETE SIDEWALK
3,314
SF
6" CURB ONLY
348
LF
DEMO EX. CONCRETE SIDEWALK
2,360
SF
STREET SIGNS
5
EA
SAWCUT
410
LF
LIST
OF ABBREVIATIONS
SHEET No.INDEX
CL—
CENTERLINE
CD TITLE SHEET
DWY—
DRIVEWAY
FL—
FLOWLINE
M GENERAL NOTES
BCR—
BEGIN CURB RETURN
STANDARD DETAILS
ECR—
END CURB RETURN
PI—
POINT OF INTERSECTION
CD CHICO STREET
EC—
END CURVE
BC—
BEGIN CURVE
PIVC—
POINT OF INTERSECTION VERTICAL CURVE
KEY MAP LEGEND
POVC—
POINT ON VERTICAL CURVE
BVC—
BEGIN VERTICAL CURVE
SHEET INDEX NUMBER
EVC—
END VERTICAL CURVE
PRC—
POINT OF REVERSE CURVATURE
DIRECTION OF DRAINAGE
PCC—
POINT OF COMPOUND CURVATURE
POC—
POINT ON CURVE
GB—
GRADE BREAK
HP—
HIGH POINT
BGN—
BEGIN
1115011
1. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT
DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY
WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER
ASSOCIATED WITH CONSTRUCTION ACTIVITY (WQ ORDER NO. 2009-0009—DWQ AS
AMENDED BY 2010-0014—DWQ) MUST BE FILED WITH STATE WATER RESOURCES
CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION
ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER
POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT,
AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION
HOURS.
s
(k OR
�s
7-
BESSIE-OWEN
I TERIVIEDIATE SCHOOL
4.4il
__j/
UNIC
u- U-
a 0 w 0 w
0
Z
cn W
co Z a:
wwwcow <—W
0 M:r z #-- w t.- 0
0 _00- .
0 �_Zk z
CL<Z mzwwyo
W=<Z�O-Owmwp
WWMWZW> <
0 u- F- Iz 0 z w aij 3
F- 0 = — 0
zwww O<Doy
2 Z M
ui 0 Ljj uj cf) 0 L
z 0 u- 0!=
Lu Z 0 3:
< .. �1 Z uj
mo-00—W (niciiii
< E = P r -a uj
0 EL F- < — F- �- =
CZ —0wZ0E-cw1
z
<cr_0 _�!.3:02>-w
LLI a (-) - 0 < m c)
W UJ LIJ LLI Co - co Z 0
z z 0. a- Z CO 0 3: cr-
030
wz WWIP-��wxw
ww�->0Qwxww
0 W Z UJ (j) z 0
�- 2 -Z Z U-
C6 m < a 0
< 0 z ww a— 0 0 LLJ
w u- z
0 0 3: < Z
�;ii_zagww 0<
c/) _j 0 z >
Z cr 0 ly 0 w < P 0 0
= Q 6 C-) w
<wp<wj._wz0m
c6 E L) a. co
z U LLA Uj L" Lj_ X 0 z:z
0 Er d-- (K J_ rw
— a. �_Ilc CL t-- uj
_Z—ca z 0
v f — L_j Lu Lu ILL
Uj Lu > C-) LL
0- cN < < w 0) 0
(1) w D t-- () c) z —0 CO
x 3: Z < w U1 Lu —
zlowoom—
a:
F- LL, 1""
0 >
CO W X Z <;� 0 0
0 m: Q cl) w m W- Lu
z F- W u-
< 0 -A 0 co
> LL z —
Lu 0 w uj m
cw�_ wuju)wom
0 w > D
Uj<afLZ—cn— f))
>>:wF--wam-
0w00(D5zzwuwj
M LLJ 0 UJ Z _1 0 co
< cr --j 5ujo m§�_
Lu LLJ 0 w z (j) >- co
m D 2 T 0 ! w z
F_ c) m �_ 0 w <
U)
W z
L_
LJ.J < u--- - <
c) ZU)c _j
Z .(f) ui W Z CL
5Lj_am0<w
Wwww ma
cr- _3 < Of w uj
OW -W -JF-
m 0:D
z cy >_ cr-
LLJ < uj
m a < W <
F- W < 0
z U) z
< < 0
m z I-Z(.)
Li V) LLJ C) (f) 0
0 LAJ
W a ():2 W F-
L z LLJ < vio 0
_Lj W Ld 111. 0 LL_j
< < iiiiiii- M
, 0
0- w Uj
F_
0 a CL 3:::z 0 0
xzxmwzzw
bi myo-_ 0-i
LL.
-OW 1A1 LAJ ry z
<L. 3: L_ cz Li — ui V)
0 w uj U) z
U) 0 T_ 0 7-)
z �_ W D F Cow
oww-iom Pw
LLj y (.) F 0 C.) w
M < Z W LL_ L.Li Uj K
< M-0 xcr-0
0 Lij 0 Lij cr_ z
2: LL- Lj >- (,() F 0 w
0 m: C.) z Z c)
F Z D
LLJ 0 le- uj C)
(Lf-tcolF-005
ell (/) -(.)Z<<Z=)
LLJ C) 0 < _j tAJ U) LJ
z t;; uj >- 0
Z m < <
LLJ < tit-0
w iR z
U) Z m uj W LLJ < 0
ZO�_�>OF F
< 0
Z 0 F LJ
ui uj 0 (.) F-
uj :j z X Z uj F
U) r1- (D F- (D w 5i
L'i .5 cn 05 x m
)-0wu_mw0D
Lij �2_: m C) 0 0 0 0 0 0
0
0
(N
UNDERGROUND SERVICE ALERT
cp
OF SOUTHERN CALIFORNIA 3:
DIAL TOLL FREE: 811
E
AT LEAST TWO DAYS BEFORE YOU DIG >
0
p
A Lai
Ilk
<
cr_
LLI
U-
�0
w
w
Z
Z
z
uj
u-
0
<
U-
- -, � I
CL
- � � J
a
-
.j
AOM%6
u
vj u
Z 2:
u.j
Z
LLmj
I
uni Lj
LLj
W
w
u,i
> vj w vj
Ad"Abli,
u
u ZLU,
CL cl)
z
w
u.j
I a I u
LLJ
W
w
U)
z
0
U)
uj
la�
. J
. �
DATE 12/151202
PA JOB No. 3131
k * 1 .1 A Mw,
VICINITY MA?`I`I`
me I K4 mi 4
ffjw1m
COB RECORDS No. OF 3 SHEETS
GENERAL NOTES
COB STREET IMPROVEMENT NOTES (CONTIN
1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE STATE OF CALIFORNIA DEPARTMENT OF
14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL
TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION, THE CALIFORNIA BUILDING CODE, CITY
PROOF NUT ASSEMBLY OR APPROVED EQUAL, ROADSIDE SIGNS INSTALLED PER PROPOSED C.O.B. STD.
OF BAKERSFIELD ORDINANCE, LATEST EDITION, AND STANDARDS PERTAINING THERETO AND THE
DWG. T-2 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK.
GEOTECHNICAL INVESTIGATION PREPARED BY SOILS ENGINEERING, INC. DATED DECEMBER 15, 2017,
SEI FILE NO. 17-16385, AND ANY ADDENDUM THERETO. THESE DOCUMENTS SHALL MAKE A PART
15. CONTRACTOR SHALL INSTALL BLUE MARKERS IN THE STREET AT THE FIRE HYDRANTS PER THE
HEREOF. THE CONTRACTOR SHALL OBTAIN A COMPLETE COPY OF EACH.
FIRE DEPARTMENT REQUIREMENTS.
2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN
16. CONTRACTOR SHALL COMPACT SUBGRADE TO 95% FOR FULL PAVEMENT SECTION TO AT LEAST
ACCORDANCE WITH THE PROPOSED CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA,
1.0 FT. BELOW AND 1.0 FT. TO EACH SIDE OF CROSS GUTTERS AND COMMERCIAL DRIVE
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. THESE STANDARDS,
APPROACHES.
DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR
SHALL OBTAIN A COPY FOR HIS USE.
17. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS
REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A
3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF
REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING.
CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD
PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET
18. LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL
RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND
(ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF
SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE
BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS.
STREET RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF A PERMIT.
19. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE
4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY
INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN.
CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION
MAY BE NOTIFIED AT (661) 326-3049.
20. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE
5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT
4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%.
THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON
ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER
THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC.
METHOD TO PREVENT EROSION ONTO THE SIDEWALK.
MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE
21. SEE WATER, STORM -DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT
DRAWINGS.
ARE A PART OF THIS PROJECT.
6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO
22. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL
AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE
LAYOUT, COLOR AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY
CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES
RECREATION & PARKS DEPARTMENT.
PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227-2600)
23. CONTRACTOR SHALL STAMP A "C" ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATION.
SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION.
7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY THE
COB ASPHALT CONCRETE PAVING NOTES
CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS
1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS
DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY.
AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION
8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE
31
39 , ASPHALT CONCRETE," OF THE CAL TRANS STANDARD SPECIFICATIONS AND THESE SPECIAL
RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR
PROVISIONS.
TO ANY FURTHER WORK.
2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A
9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION
(MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF
NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT.
SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM
10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE
GRADING.
REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND
3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND TYPE B (MODIFIED) ASPHALT
REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE
CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY
ALLOWED FOR SUCH CORRECTION.
THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE
11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR
FOR PERFORMANCE GRADED ASPHALT BINDER, IN SECTION 92-1.02(B), "GRADES," OF THE STANDARD
OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR
SPECIFICATIONS.
CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN
4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE
RESPONSIBLE CHARGE.
DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING
SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER
12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
SHALL BE APPROVED BY THE CITY ENGINEER.
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING
EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN
5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE
IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT
FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL:
SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
A. A LIST OF AGGREGATE AND ASPHALT SOURCES.
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM
B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK
ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON
CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD
THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR
SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND
THE ENGINEER.
EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST
13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND
RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR.
SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT
C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367.
A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID
LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX
PRICE FOR THE PROJECT.
DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS
14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED
DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF
CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE
SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL
APPROVED IN WRITING BY PORTER & ASSOCIATES, INC.
PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE
I
SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD.
15. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERS FIELD PUBLIC WORKS
THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX
DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS
DESIGN.
SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE
FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE
6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE
PROVIDED PRIOR TO ISSUANCE OF A PERMIT.
EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR
PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1)
16. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT
FOOT FROM THE EXISTING EDGE OF PAVEMENT.
WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED.
17. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE
7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE
AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH
PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01,
"SUBGRADE," OF THE STAN DARD SPECIFICATIONS
SHALL BE MET.
THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP
I
IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS).
8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC.
CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT
18. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT
SURFACE BEYOND THE LIMITS OF CONSTRUCTION.
STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY
.
ENGINEER.
9"'. - P-AVI N G SEAMS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY
ENGINEER.
19. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED,,ONLY ONCE. ALL RESTAKING
10. INTERSECTIONS AND TAPERED -SHOULDERS SH ALL BE'.SURFACED AS DIRECTED BY THE CITY
OR REMARKING SHALL BE AT THE EXPENSE OF THE QONTR-ACTOk`.
ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE
'
COB. STREET IMPROVEMENT NOTES
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.
1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF
11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS,
BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK.
PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK
2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED
SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES
PER PROPOSED C.O.B. STD. DWG. ST-12.
IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL
3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET
PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE
RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER.
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.
4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "'R" VALUE AS STATED IN THE SOILS
KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO
REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD
FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME.
FURTHER TESTING SHOW A LOWER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL
BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE, IN ACCORDANCE WITH THE CITY ENGINEER.
12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT$
PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT
5. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH (T)
CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE
OF 1.1 FOOT BELOW FINISH GRADE ON LOCAL STREETS (T=1.5' TO 2.5' AS DIRECTED BY THE PUBLIC
OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS
WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF
OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET.
GUTTER. IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 90% SHALL BE OBTAINED FOR A
ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH
MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF
LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM
GUTTER TO LIP OF GUTTER).
TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER
APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF
6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND
THE CONFORMS WHEN PAVING OPERATIONS RESUME.
CURB AND GUTTER TO A DEPTH OF 6 THE LOCATION OF THE TESTS SHALL BE DETERMINED BY
13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM
THE CITY.
THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN -PLACE DENSITY SHALL BE DETERMINED IN
7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND
ACCORDANCE WITH CALIFORNIA TEST 375.
LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF
14. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR
RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR.
GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE
8. ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS./CU. YD. OF
ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS
CEMENT AND HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.50.
OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS
SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT
9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN
THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER
ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF THE
NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY
STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE
THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE DENSITY
STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS
REQUIREMENTS.
DIRECTED BY THE CITY ENGINEER.
15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE
10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS
COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED
DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT.
BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN -PLACE
11. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL.
DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE.
12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS).
16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY:
A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR
13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY
DEVICES (NOT SHOWN ON THESE PLANS) TO MEET WITH THE
B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY
APPROVAL OF THE CITY PUBLIC WORKS
BE SUBSTITUTED WITH PARAFFIN.
DIRECTOR. THE PRICE FOR THIS ITEM SHALL 13E INCLUDED IN THE PAVEMENT PRICE.
C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED.
COB ASPHALT CONCRETE PAVING NOTES (CONTNUED
17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE
TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT
UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE
OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE
CONTRACTOR'S EXPENSE.
18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES,
ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE
LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE
NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE
PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE
APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND
THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS.
A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S
EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION
AS DIRECTED BY THE CITY ENGINEER.
19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO 200-2.2
OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE
(CMB) CONFORMING TO 200-2.4 OF THE "GREENBOOK", WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT
CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE, OR A COMBINATION OF THOSE
MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95%
OF MAXIMUM DRY DENSITY.
20. THE PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS
STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD:
IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL
CONFORM TO ONE OF THE FOLLOWING:
A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE,
THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE
GRADE ESTABLISHED BY THE ENGINEER.
B. WHEN SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON
THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT
ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER.
U-
w a: U-
aEM2 WM92
z
w%TzwwT><_p0wa
w
w j F- z 0-
z ,� w 0
ffil<zzE0wmw=p
W Cl) =
0) U_ F- � (Z
F- z --I W' Cj
zsffiR(�2132z
w
F=- Z WW W
0
Z l__ F
W - W a R t 2 §
Q<. =0) oz z 0
< W= � r 9 � cwl) 129
0 a- F-
a z z-
z< &0" 0 z w
(6 ww �we 0,�� m<
go a-% g20
0
w uj >- > 0 0 03
Z F- OW
c� z< aw wo tw- mw
z z u-
cl (zl)
0 ww Lq
c, �: 20: ELI in
zw-w TSE0=82
`� CWL 0, 9 ww �,- w", 6 2 i
22wzwwTow0<<
it z a. P wo 8 2 2 6
L-Lr' 00 wz I=-- Z< (LU) < g U'J
LL �Z- Z LCLoj Fa- Z 0) cl)
>w w
0_�S<g8wFomo
0 Z cl U)
L. LL, U,
z 0 Lu a'
OW >W
(.9 Lu Z
z x: 5:3) Lu Ow LOU
§.; z �-- 5; 0 wouu-) r
w< L<U 00 w- W> Lu,- Zo -
0 w
w w
ui < z > p
>: a Z;5 ow Fn <
M CQ :D Z Z W uj
ca z * ca
< uj UJ Lu 0
w 0 CL
LLJ Lli LLI U) >- W
r *T- CT m 0z i Lu Z M
F- F- 0 a- 1— 0 0 W < M
CITY STANDARD PLATES
1. THE FOLLOWING PROPOSED CITY OF BAKERSFIELD SUBDIVISION AND ENGINEERING
DESIGN MANUAL STANDARD DRAWINGS SHALL BE CONSIDERED A
PART OF THESE
PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF
FROM
THE CITY
OF BAKERSFIELD PUBLIC WORKS WEBSITE)
CITY
STD. NO.
DESCRIPTION
CITY
STD. NO.
DESCRIPTION
ST-1
CURB AND GUTTER TYPES $'B$p AND "C"
ST-25
ST-25 HAS BEEN REMOVED (SEE ST-23) FOR STREET
ST-2
MEDIAN CURBS TYPE $$Mop $$M-1$$ & P)M-2$1
LIGHT PULL BOX DETAILS
ST-3
COMMERCI AL/MULTI -FAMILY DRIVE APPROACH -TYPE $� A 9$
ST-26
ST-26 HAS BEEN REMOVED (SEE ST-23) FOR STREET
LIGHT POLE NUMBERING
Fl
ST-4
COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE $$B)l
ST-27
REFUSE ENCLOSURE AND CONTAINER PAD
n
ST-4.1
COMMERCIAL/MULTI- FAMILY DRIVE APPROACH -TYPE $)C
ST-28
GATE DETAILS FOR REFUSE ENCLOSURE
ST-5
COMBINATION SIDEWALK
ST-29
ACCESSIBLE TRASH ENCLOSURES
ST-6
DETACHED SIDEWALK
ST-29A
ACCESSIBLE TRASH ENCLOSURES NOTES
ST-7
SINGLE FAMILY RESIDENTIAL DRIVE APPROACH -TYPE "A"
El
ST-29B
ENCLOSURE CONFIGURATION EXAMPLES
S T- 7.1
SINGLE FAMILY RESIDENTIAL DRIVE APPROACH -TYPE "B
ST-30
COMPACTOR ROLL OFF SPECIFICATIONS
ST-8
CONCRETE RIGHT TURN LANE INTO COMMERCIAL OR
PRIVATE DEVELOPMENT
ST-30A
COMPACTOR ROLL OFF SPECIFICATIONS
ST-9
CROSS GUTTER
ST-31
EDGE CONDITION DETAIL PAVEMENT SECTION
ST-1 0
CURB RAMP
El
T-1
STREET NAME SIGN, POST TYPE
ST-11
PAVEMENT PATCH
T-2
MISCELLANEOUS SIGN DETAIL
ST-12
TRENCH BACKFILL AND COMPACTION REQUIREMENTS
T-3
STREET SIGN PANEL MAST ARM MOUNT
IZ
ST-12A
TRENCH BACKFILL AND COMPACTION REQUIREMENTS
T-4
ARTERIAL EXPANSION WITHOUT BIKE LANES AT INTERSECTION
9
ST-13
STRUCTURAL PAVEMENT SECTION
WITH ARTERIAL OR COLLECTOR
El
ST-14
LOCAL INDUSTRIAL CROSS SECTION
T-5
ARTERIAL EXPANSION WITH BIKE LANES AT INTERSECTION
WITH ARTERIAL OR COLLECTOR
Fl
ST-1 4.1
LOCAL STREET CROSS SECTIONS
T-6
COLLECTOR EXPANSION AT INTERSECTION WITH ARTERIAL
ST-15
LOCAL STREET CROSS SECTIONS NEO-TRADITIONAL
NEIGHBORHOOD DESIGN
T-7
COLLECTOR EXPANSION WITH ON STREET PARKING AT
INTERSECTION WITH A COLLECTOR
ST-16A
STANDARD & ALTERNATE COLLECTOR CROSS SECTION
T-8
"T" INTERSECTION EXPANSION ARTERIAL/ARTERIAL
WITH BIKE LANES
ST-16B
ARTERIAL CROSS SECTION WITH BIKE LANES
T-9
"T" INTERSECTION EXPANSION AR TERI AL/COLLECTOR
ST-17
DETAIL HAS BEEN REMOVED
T-10
LEFT AND RIGHT TURN LANES
ST-18
ALLEY CROSS SECTION
T-15
RESTRICTED ACCESS
ST-19
DETAIL HAS BEEN REMOVED
T-16
MEDIAN END DETAIL AT INTERSECTION WITH LOCAL STREETS
El
ST-20
SYMMETRICAL AND OFFSET CUL-DE-SACS
T-17
ACCESS LOCATION
El
ST-21
STREET KNUCKLE
T-18
MINIMUM STREET ACCESS SPACING ON ARTERIALS AND
El
ST-22
SURVEY MONUMENT
COLLECTORS
ST-23
STANDARD TYPE 15 POLE (STREET LIGHT)"
El
T-19
MINIMUM STREET ACCESS SPACING ON ARTERIALS AND
COLLECTORS
El
ST-23.1
PULL BOX
T-20
RESIDENTIAL CIRCULAR DRIVEWAYS
El
ST-23.2
COMBINATION METERED/NON-METERED PEDESTAL
T- 21
TURNAROUNDS FOR STREETS TO BE EXTENDED
ST-23.3
NON -METERED UTILITY PEDESTAL
T-22
DRIVEWAY GRADES
ST-23.4
BADGE NUMBER STREET LIGHT
El
T-23
BIKE LANE STRIPING
ST-23.5
BADGE NUMBER TRAFFIC SIGNAL
El
ST-23.6
STREET LIGHT SPACING TYPICAL- PROPOSED
T-27
BUS TURNOUT DESIGN
E]
S T- 23.7
STREET LIGHT SPACING SUBDIVISION TYPICAL
T-29
CONDUIT & R/W REQUIREMENTS FOR FUTURE SIGNAL LOCATIONS
n
ST-24
ST-24 HAS BEEN REMOVED (SEE ST-23) FOR STREET
T-30
TRAFFIC SIGNAL INTERCONNECT -CONDUIT AND PULLBOXES
LIGHT BASE PLATE DETAILS AND LOCATION DETAILS
El
T-31
TRAFFIC SIGNAL INTERCONNECT- WIRING AND PULLBOXES
"FIBERGLASS
STREET LIGHTS NOT ALLOWED
T-32
ROUNDABOUT
CALTRAN5
STANDARD ELANS
1-
THE FOLLOWING
CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF)
CALTRANS STD.
PLANDESCRIPTION
N
RSP A88A
& B
R/W C/L
1 4.5' 1 40' 1
31
SCHOOL SITE
PAVEMENT
I
- 7'
m Lu
5, MIN [n
ry
AX
I VARIES
0' TO 10
1 F 3-1
.5%
NOTE:
Fx-i SEE SHEET C2.3 FOR
CONSTRUCTION NOTES
m
EXISTING IM ROVEMENTS
26'± 26'± 14'±
VARIES 26' TO 36'
SAWCUT ALONG EXISTING LIP OF
rGUTTER OR AS DIRECTED BY CITY
ENGINEER
Ex SLOPE EX SLOPE
SAWCUT AND REMOVE
EXISTING CURB & GUTTER.
0
0
3:
41
c-
0
41
4-
41
co
41
E
E
ll_�
b
z C)
cy)
cy)
0) L0
U) 8
wz
0
F_ >- h-_ C\l
uj
>
w (.0
0 =) (0
0 W a)�
U)
U z
) -
w 100 C'J
uj (0
W cy)
06 z 9
0 C,4
Z co
Lu V)
w
C)
0
L
U-
0
w
w
0
CL
z
-i
�-:
(D
. .
z
Z
F-
W
Q
()
>
Lij
w
)
LL
w
cl�
LL
0
0�
M 10
<
CL I
,\�AEER
LO
0
> 0
U_
e3 w
/038
I W
r A 0 j
v 01 0
Z
< Lu
I Wo
CL W C)
F. F� F-
z
w 0
5 w Z
w 2 <
W F-
> U) LU u)
0
z u)
U)
z
w u
Z
w 3: 1
w 0
w
LLJ
u) z
U)
vi W W
M (D
W
z
0
ui
DATE 12/15/2020
PA JOB No. 3134
SHEET
C202
OF 3 SHEETS
CONSTRUCTION NOTES
F-11 CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1.
M CONSTRUCT 7' WIDE COMBINATION SIDEWALK PER C.O.B. STD. DWG. ST-5
(LOCAL STREET ADJACENT TO SCHOOLS)
F_3� CONSTRUCT 10' WIDE TURNOUT FOR SCHOOL PARENT DROP-OFF
F4_] SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT
SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER.
F_5� PEDESTRIAN WALKWAY EASEMENT DEDICATED TO THE CITY OF BAKERSFIELD BY
DOC. No. 220190934.
F-61 CONSTRUCT CURB RAMP PER CALTRANS STD. PLAN A88A - CASE l$C$)
M CONSTRUCT 6" CONCRETE CURB ONLY PER CO.B. STD. DWG. ST-8.
--v-- INSTALL TRAFFIC SIGN PER C.O.B. STD. DWG. T-2.
ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED.
ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED.
NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO
CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES.
ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO
FINISHED GRADE PER CITY STANDARDS.
EXISTING SURVEY MONUMENT (PROTECT IN PLACE)
EXISTING STREET CENTERLINE
EXISTING STREET RIGHT-OF-WAY
---------- EXISTING STORM DRAIN
-XS- - EXISTING SEWER MAIN
0 EXISTING STORM DRAIN MANHOLE
10
7) 12' 7$
6" CURB 3 4
12+36.03 (39.87' LT)
12+66.27 (39.87'
LT)
495.49 FS
00"o 00 00"0"
(>�0,000, �o
495.47
FS
8.33% ,,).-00 -8.33%
0
L 0 Pol 0 0-,.,
MAX 0-0000go'00.0-00o c6 0 .
0-'O�. 0. MAX
6
1
Ln
0,00,00�0 000000
00
0000000 .000
0 0 000.000
0 0000( 00 000
0 0,0,0, 1 0 0
Ll)
N_iL
r, Fs-14
y - j
(C-)\ 12+38.15 (40.75' LT) Cl
7x(g
- I
495.50 FS
@ 12+64.15 (40.75
12+32-78 (36.63' LT) 495.48 FS
Cal
12+30.66 (35.75' LT)
495.44 FS 12+69.51 (36.63' LT)
12+71.63 (35.75$
LT)
495.43 FS
3 495.42 FS
495.40
FS
CHICO STREET
AREA DETAIL
�C 2. 3j SCALE: 1 "= 8'
N--�
rYA',l I'Ll
A
aw
A
A
iM
r F
AW
M A'Vlt
. Q
MIR all
SEE TAPER TABLE A CURVE TABLE -SEE TAPER TABLE "B"
CURVE RADIUS LENGTH DELTA TANGENT
cr w Of
0 ui ui ui ui C)
m UJ Z Q_ a- Cl 3.00' 2.36' 45*00'00" 1.24' CL Q_ m z
< < < <
F- F--
__j x
_j x
-H ui < < < ui
-r m m m m
0 -001
L(i x
Z z r-1 U-)
< z z . 0 11
CN N <
1__ll'_.":2 m ui m
u')
(.0
BESSIE OWENS
r-6
c�
U) U'*) -q-
+1 LO INTERMEDIATE SCHOOL I EXISTING FENCE TO LO uj
W --% z
+ ui
1 0 BE RELOCATED __j
:z uj LO L6 LO LO
V) PEDESTRIAN WALKWAY EASEMENT TO THE CITY OF BAKERSFIELD PER DOC No. 220190934 < :z
C/)
x 1-0- fS,TIKC FENCE TO PKE-20715* I I im > x
U-) EX 0
I C_� -K BE RELOCATED K-4123*/
1 0) Lo 41 23'�'/ n
I EXISTING FENCE TO 0 P_AR-1 87*
6,9 5
T_ _c< cd 5 x Sl-l/'
BE RELOCATED + + R-1 PAR-1 287* + +
L L 1-1 _31 S4-3P
-0- 94.9b, x
-7 Sl-l/S4-3p,
_x 2 x x x _x x x__ X� 17 il �x xi
+ . A X_ X x x x X_ _x
4
F1 cl-4 . BC 4 4 .
1 -41-71'7- V7 .1 U*RB.FACEd <4
> 4 . A 1 YC <
4 4. <
4. YC 4
9 yc"
49 4 4
J-
-1711- - - -* - - -7-7-'-
_7'
71
95.
_0 &9 495.
.14- 1_� 37 0
TRANSITION FROM_j 4- E2J
EXISTING 8" CURB 00 RC R28 (CA)
$p co >� u� 0 >� 1_� SEE DETAIL TRANSITION FROM 1`0 >
HEIGHT TO 6 c� ui 04 C'� uj U-) \ �C, 2. 3) tq UJ
llcl)) Q) EXISTING 8" CURB
HEIGHT TO 6 14+90.05
Q)
S 73*44'09" E
10+00.00 12 13 14
co
00
c%4 CN
V-,
TAPER "A" TABLE TAPER "B"TABLE
STATION OFFSET STATION OFFSET co
10+92.50 25.75' LT 13+75.01 35.75' LT x
10+97.50 25.91' LT 13+80.01 35.59 LT - CONSTRUCT 6" THICK CONCRETE W/ #4 REBAR AT 24" O.C. OVER
11+02.50 26.37' LT 13+85.01 35.13' LT MIN. 4" CL-11 AGGREGATE BASE OVER MIN. 14" NAT. GIRD.
11+07.50 27.16' LT 13+90.01 34.34' LT COMPACTED TO 95% MAX. DENSITY HORIZONTAL: 1"=20'
11+12.50 28.25' LT 13+95.01 1 33.25' LT- TI=6.0 R=50 VERTICAL: 1"=2'
TANGENT TANGENT
11+32.50 33.25' LT 14+15.01 28.25' LT
11+37.50 34.34' LT 14+20.01 27.16' LT
11+42.50 35.13' LT 14+25.01 26.37' LT
11+47.50 35.59 LT 14+30.01 25.91' LT
11+52.50 35.75' LT 14+35.01 25.75' LT
SAWCUT AND REPLACE EXISTING CURB & GUTTER
0-0
U-
U- t ul 0!2
ca a
F_ 8 <
z
z C)
Uj 3: OZ 0
'I-=- zw a-
cy)
cy)
w
a- z 0 z 2
rt �5 1 2 �; w!;E
0-)
U) Ca
�m
co
z ZO ;_�j s 8j) 2w
5
ui z
3�: LL
>_ t2- N
Ui _L �d =
(91 .- 0 m Q� E a!
-�V- 0?
z I.- (-) C/) 0 %.j LL- C)
0 LL, co
>
w
X CL 0 0 0
< 0 Lij z
Z��W§2R,Z,0�-.3
�ffi2dt�8z<)W-cw
0 x
4-
I � ix Lu u) c6 cri Z 0
Z z
ca cb
L_
U) 0 (1)
0 LL
uj _L ui
c z
w >- �g 23 = cl) w
mw'z--
< riJ
w z: it
uj to
W (y)
06
0 aw Eq
Z (1) a
w 0 w T
W
05 C\j
4) 1 L
2 0___
0 LL,
Z cy)
w 0)
UJI
0 OX 2 Lij >
8 z<
N CD
9 zo- CU3
0 C.0
z
w :;,! Lm a-c zz
u LLJ LLJ w w E
> :) 0
CL ;t- w 0 "a 0
0
04
0
ow
w , n<,- Z cl C/)
aww�_-6-w ww
CL
Z --j 0 w c) t CWL �as FE
< r
C,6 F- :� W Lu 0,
CO M<:
0 10 >
0) T OW
z
0
z F-r- 5; 0 U_'_
< 0 Cl) F-
E 0 zo
W R m) WLU W c, , m
W 'L > m �=
>: CW Ft Z F55 03 65 < w
W W
0>
CO U) 0 0 Z Z
m w 0 Lu Z 1 0
< E --j 5 W C) a-
0
Lij W 0 uj z U) >- cj)
3:3:rJ)W-r0 WZ=)
F- P a 6- P 0 c cr < M
1
SEE TAPER TABLE A
SEE TAPER TABLE lj'B))
23.6'±
ON CURVE
cr
0 NO
m
P0
of 0)
ui V)
a-
<
Qf _jv)
W it L_
n
ry _jv)
Uj L_L_
01-1 PO
Uj ,
a- wi
ct� 1*l
0 C�4
m '17
CN
Li O�
0
<
< ro
F--
< 0)
1-
LO
0')
-H
-H
<
m
0)0*)
< �*,q-
m
010-)
<
<
500...
0
(6
04
.................................
0
(6
N
................
0
m .......................
z
Lli ........................................................................................
m
z
0
m
m
0
z
LLJ
0
(6
04
1�
500
.......................
.
. .......................
LO
. . . .
C)
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . .
'01
. . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
0
. . . . . . . . . . . . . .
-0
. . .
04
-,1-
. .
. . . . . . . . . . . . .
. . . . . . . . .
V_
t6
04
498* ...........................................................
.....................
Iq
.......................
498
U-)
ui
............................................................
p ......................
. .......................................................................................
. ......................
I . ..
.......................
FIN15160 5l1RlAcf_,PR0F&l_
496* .
. .
T PROPOSM 0110 FA Of- 10' NOR TH OF FL ON 10)_
....................... ..............
. . . . . .
.......................
..
...
..............
496
WJTt A
-0.08%
. .
. . . . . . .
. . EXIS 17NG f L_ 0 WL INZ- - PR- OFIL . . . . . . . . . . . . . . . . . . . .
Z--/
sf f- "Noff A
. . . . . . . . . . . . . -0.08%
. . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . -0-.08%. . . . . . . .
. . . . . . . . . . . . . . . . . . . .
01 -SION FL 0 W INE PROFIL f
. . . . . . . . . . . . . . . . . . . :--0.087o . . . . . .
. . . -
. . . . . . . . . . .
'-i -)(IYTING
. . . . . . . . .
-
494* ......................................................................................................
FZ 0 kk INZ PROF& f
494
10+00
11+00
12+00
13+00
14+00
15+00
NORTH FLOWLINE PROFILE
[�`JLJ
COB RECORDS No.
uj
LL
w
0
w
z
CL
0
z
w
Z
w
F-
15
W
()
w
>
LLj
w
)
U-
w
0
U-
a.
110:;� YtW, R
0)
LO
0
0
uj > 0
w Q
103� 4c
C/)
0
0
17
u
U)
Az
UJ
W
A w
u)
uj
10
10�
0
z
0
(w)
U)
z
w
W
0
w
w
U)
w
0
L0
c\j
0
a-
-a
c
0
c
n
V)
U)
z
0
w
DATE 12/15/2020
4-
PA JOB No. 3134
U)
�-1
_c SHEET
(D
E
0
E
Nt
�0 I
OF 3 SHEETS