HomeMy WebLinkAbout5.1-12229 Record DrawingSTREET IMPROVEMENT PLANS
COMANCHE DRIVE
SPR #17-0041, PM 12229
BAKERSFIELD, CA. 93306
Know what's below.
Call before you dig.
UNAUTHORIZED CHANGES & USES: THE ENGINEER
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION
BASIS OF BEARING:
BENCHMARK:
PREPARING THESE PLANS WILL NOT BE RESPONSIBLE
CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
THE CENTER LINE OF COMANCHE DRIVE, AS SHOWN ON TRACT
BENCHMARK USE WAS A 3/4" REBAR WITH GREEN CAP
FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO
CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO
5656-A AS FIELD IN BOOK 47 OF MAPS AT PAGE 81 IN THE
MARKED "CANNON" LOCATED 760' SW OF THE INTERSECTION
OR USES OF THESE PLANS. ALL CHANGES TO THE
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO
CONIRACTOt SIW1 CONTACT 811 FOR
OF VALLEY STREET AND HWY 178 ALONG THE NORTH SIDE OF
LTJ
DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH
OF SAID LINE BEING NORTH 00' 22' 01' EAST
HWY 178, ON A HIGH BANK.
LACATgN 6 ALL UTATREi AT LEAST 72C7
THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL
ELEV = 792.41 PER CALTRANS HWY 178 WIDENING PROJECT.
LIOMS PPoOi 10 REONR�lC CONSIRUCTM
v
=w
>
P
}
IMPROVEMENT QUANTITIES
n
O
�pw
o
QUANTITY ITEM
I
I-
Q
wO
-- /� 625 L.F. - COMANCHE DRIVE
LII
2,696 C.Y. - EARTHWORK
LL]
n
N
871 TONS - ASPHALT CONCRETE PAVING
a
688 C.Y. - CLASS 2 AGGREGATE BASE
�_
z
; o
1,070 C.Y. - AGGREGATE SUBBASE
WU�^
/
- 462 L.F. - 6" P.C.C. CURB &GUTTER
z
�9"n
�
hh V
�R TL MPROVEMENT PLANS677 LF. - SAWCUT EXISTING PAVEMENT
��jj//
o>h e m
w
z
V
S F Pp151 EFS 2,541 S.F. - 5 1/2' COMBINATION SIDEWALK
G�+
v ..
c�
PL,1Rpl
1 EACH - INSTALL 9,500 LUMEN STREET LIGHTS
w
4 EACH - ADA CURB RAMP
1
KEY MAP
SCALE: 1" = tOD'
RECORD DRAWING
DEMLL G. WRITTEN, JR•2 RCE 051930 DATE
UNAUTHORIZED CHANGES & USES: THE ENGINEER
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION
BASIS OF BEARING:
BENCHMARK:
PREPARING THESE PLANS WILL NOT BE RESPONSIBLE
CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
THE CENTER LINE OF COMANCHE DRIVE, AS SHOWN ON TRACT
BENCHMARK USE WAS A 3/4" REBAR WITH GREEN CAP
FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO
CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO
5656-A AS FIELD IN BOOK 47 OF MAPS AT PAGE 81 IN THE
MARKED "CANNON" LOCATED 760' SW OF THE INTERSECTION
OR USES OF THESE PLANS. ALL CHANGES TO THE
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO
OFFICE OF THE RECORDER OF SAID KERN COUNTY. BEARING
OF VALLEY STREET AND HWY 178 ALONG THE NORTH SIDE OF
PLANS MUST BE IN WRITING AND MUST BE APPROVED
DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH
OF SAID LINE BEING NORTH 00' 22' 01' EAST
HWY 178, ON A HIGH BANK.
BY THE PREPARER OF THESE PLANS.
THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL
ELEV = 792.41 PER CALTRANS HWY 178 WIDENING PROJECT.
APPROVED BY:
11
DRAINAGE OUANTIITES
QUANTITY ITEM
1 EA - SO CATCH BASIN
8 L.F. - 18" SDR -35 PVC ED PIPE
SHEET INDEX
p.�
SHEET DESCRIPTION r
m
C-1.0 COVER SHEET z �
C-1.1 GENERAL NOTES
� o0
C-2.0 PLAN AND PROFILE o V N
C-3.0 STRIPING PLAN-DEMO/NEW
C-3.1 MEDIAN AND STRIPING PLAN M m
C-4.0 STREET SECTIONS/ENLARGED PLANS O
a
ENGINEER'S STATEMENT:
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF
MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN
CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW
BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN
CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED
ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
DERRILL G. WHITTEN JR.
R.C.E. ,y C-051930
3
DATE
REVIEWED: y2— 'OL�_ 3/16/4
TRAFFIC ENGINEER DATE
REVIEWED:
APPROVED BY:
I
STUART J. PATTEOSON - ASSISTANT PUBLIC WORKS DIRECTOR
R.C.E. N 44898 EXP. - 3/31/20
NICOLAS FIDLER - PUBLIC WORKS DIRECTOR
R.C.E. # 61069 EXP. - 12/31/1!
r
No,
C-051930
CIVIL
T
DATE
' {
DATE
DESIGNER:
JEM
CHECKED BY:
N
DATE:
3/14/18
DRAFTER
N
SCALE:
�
COMP. NO:
N
F"
--
z
r�
wo
I—
a
=w
>
O
�pw
wO
N
J
T
DATE
' {
DATE
DESIGNER:
JEM
CHECKED BY:
DGW
DATE:
3/14/18
DRAFTER
MAS
SCALE:
AS SHOWN
COMP. NO:
4280800_STR
JOB NO.:
428-08-00
/ d l I C-1.0 (OF 6
CITY RECORDS N0.
GENERAL NOTES: (CITY STREET PLANS)
ST -25, STREET LIGHT PULL BOX DETAILS SPECIAL NOTE
AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING
V
ST -26, POLE NUMBER
z4
PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION.
1.
ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH CITY OF
D-14, CATCH BASIN TYPE 'A'
1.
24 HOUR INSPECTION NOTICE - PRIOR TO THE START OF ANY
UU m
z a
0
BAKERSFIELD STANDARDS, LATEST EDITION.
D-17, GUTTER DEPRESSIONS
PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION
48.
PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED
�z
T-1, STANDARD STREET SIGN (POST TYPE)
SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE
TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED
2.
IMPROVEMENTS SHALL BE IN ACCORDANCE 'NTH STATE OF
T-2, MISCELLANEOUS SIGN
SECTION MAY BE NOTIFIED AT (661) 326-3049.
060
BY THE CITY ENGINEER.
CALIFORNIA BUSINESS AND TRANSPORTATION AGENCY
T-3, STREET SIGN PLATE MAST ARM MOUNT
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS
2.
COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE
49.
INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED
CURRENT EDITION, AS MODIFIED AND DETERMINED APPLICABLE
28. BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL
RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR.
AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT
BY THE DIRECTOR.
MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL2
THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE
CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND
AB) CONFORMING TO SECTION 29 OF THE STATE STANDARD
DETERMINE BY THE CITY ENGINEER,
PRIVATE DRIVE WHERE SHOWN ON THE PLANS AND AS DIRECTED
3.
ALL STREETS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE
SPECIFICATIONS. LATEST EDITION; HOWEVER NO RECYCLED OR
BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF
TRAFFIC INDEX AS SHOWN ON THE TYPICAL CROSS-SECTIONS.
RECLAIMED MATERIAL WILL BE ALLOWED, BASE MATERIAL IN
3.
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY
NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED
LOCAL ROADS SHALL BE EITHER CL 2 AB OR CRUSHED
OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK
CONNECTIONS.
4.
STREETS HAVE BEEN DESIGNED USING A MINIMUM 'R' VALUE
AS
MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2,4
PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY.
AS SHOWN ON TYPICAL CROSS-SECTIONS. SHOULD FURTHER
OF THE "GREENBOOK."
UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED
50.
WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT
TESTING SHOW A LOWER 'R' VALUE OF THE ACTUAL IN PLACE
INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S
CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL
MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE
29, IF REQUIRED FOR A MINIMUM COVER OF 30" PER COB STD. SEC,
ESTIMATE FOR THE WORK PERFORMED WITHIN THE
BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF
LOWER 'R' VALUE.
3.4.5.2, EXISTING PIPELINES AND UTILITIES SHALL BE LOWERED
RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE
EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE
AT THE DEVELOPER'S EXPENSE PRIOR TO THE INSTALLATION OF
PERMIT.
LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT
5.
ANY LAYER OF 'R' VALUE MATERIAL SPECIFIED IN THE TYPICAL
BASE OR PAVING.
GREATER THAN THAT WHICH CAN BE SURFACED DURING THE
CROSS-SECTION MAY BE INCREASED IN DEPTH PROVIDED THAT
4.
UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2)
PAVING S.
FLLOWING SHIFT OF ADDITIONAL
THE MATERIAL ABOVE THAT HAS NO LESS THAN THE MINIMUM
30. ALL PERMANENT STRIPING AND MARKING SHALL BE
WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-642-2444)
ASPHALT CONCRETE SHALL BE ALONG TONTRANSVERSE
THICKNESS SHOWN.
THERMOPLASTIC PAINT IN CONFORMANCE WITH CALTRANS SPEC.
DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT
8010-21C-19. ALL TEMPORARY STRIPING AND MARKINGS NOT
5.
NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS
CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM
6.
IF APPROVED IN WRITING BY THE DIRECTOR, AN ALTERNATE
IN THEIR ULTIMATE LOCATION SHALL BE WATERBORNE PAINT.
AREA UNTIL A SUBDIVISION PERMIT 'NTH APPROPRIATE
TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO
PAVEMENT DESIGN USING CLASS III AGGREGATE BASE ANDA
SECURITY AND INSURANCE HAS BEEN OBTAINED.
PUBLIC TRAFFIC, KRAFT PAPER, OR OTHER APPROVED BOND
THICKER A.C. SECTION MAY BE USED.
31. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM
BREAKER, MAY BE PLACED UNDER THE CONFORMS TO
FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING
PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR
6.
INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT
OPERATION RESUME.
7,
ANY WORK WHICH AFFECTS ANY EXISTING CITY MAINTAINED
THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO
LOCATIONS.
ROAD OR THE TRAFFIC THEREON SHALL BE COMPLETED WITHIN
ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT.
51.
WHERE COMPACTED THICKNESS OF A LYAER OF ASPHALT
20 WORKING DAYS FROM START OF WORK.
(FOR TRACTS NTH PRIVATE STREETS, PARCEL MAP
7.
STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN
CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS
IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS).
C.O.B. SPECIAL PROVISION SECTION 86-6.01 OR AN EQUIVALENT
SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF
8.
ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE
AS APPROVED BY CITY ENGINEER.
ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF
GUTTER FLOW-INES (INVERTS).
32. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR
THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO
INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, COLOR, AND
8 .
ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR
PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE
9.
MAXIMUM PLUS GRADE TOLERANCE FOR A.B., A.S.B. AND O.G.
/
TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE
DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS
DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT
SHALL BE 0.05 OF A FOOT.
PLANS BY THE RECREATION & PARKS DEPARTMENT.
WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY
CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN
ENGINEER.
10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED
10.
PORTLAND CEMENT CONCRETE SHALL BE CLASS B UNLESS
33. NOTE FOR 95% COMPACTION FULL PAVEMENT SECTION TO AT
ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH
OTHERWISE INDICATED.
LEAST 1.0 FT. UNDER AND EACH SIDE OF X -GUTTER AND
9.
IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE
ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND
COMMERCIAL DRIVE APPROACHES.
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES),
COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE
11.
PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY
A 'NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF
LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR
DEVICES (NOT SHOWN ON THESE PLANS) SHALL BE INSTALLED
34. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT
THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED
OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE
TO PLAN APPROVED BY THE CITY OF BAKERSFIELD ENGINEER.
SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN
WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO.
CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS
IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A
2009 -009 -DWG AS AMENDED BY ORDER 2010-0014-DWQ AND
WHEN PAVING OPERATION RESUME.
12.
STREET LIGHTING SHALL BE INSTALLED AND A MEANS PROVIDED
REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR
ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER
TO CONTRACT FOR PUBLIC UTILITY SERVICE AND MAINTENANCE.
APPROVAL 10 DAYS PRIOR TO PAVING.
RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE
52.
ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF
BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH
92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS
13.
PRIOR TO THE START OF ANY EARTHWORK, THE SUBDIVIDER
35. LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH
THE GENERAL PERMIT REQUIRES THAT A STORM WATER
DETERMINED BY ATSM D-2041. IN-PLACE DENSITY SHALL BE
SHALL OBTAIN A GRADING PERMIT AS REQUIRED BY CITY
TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL
POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED,
DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375.
ADOPTED U.B.C. (MODIFIED) AND GRADING ORDINANCE.
CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY
CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR
OF BAKERSFIELD LED STREET LIGHTING SPECIFICATION.
PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS.
53.
IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE
14.
WHEEL CHAIR RAMPS SHALL BE CONSTRUCTED AT ALL CURB
WASTE DISCHARGE INDENTIFICATION (WDID) NUMBER
IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF
RETURNS; SEE CITY OF BAKERSFIELD DEVELOPMENT STANDARDS,
36. NOTE TO STAMP A "C" ON TOP OF CURB OF MEDIAN OVER
51`15C380699 - 489568 HAS BEEN ISSUED BY THE STATE
THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE
AS DIRECTED BY THE ENGINEER.
EACH CONDUIT LOCATION.
WATER RESOURCES BOARD FOR THIS PROJECT.
ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT
BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES,
15.
ALL EXISTING FACILITIES, INCLUDING BUT NOT LIMITED TO
37. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS
ASPHALT
CONCRETE PAVING NOTES:
OR BOTH, IF NEEDED, ARE TO BE ADJUSTED. ASPHALT
STRUCTURES, POLES, PIPEJNES, CONDUCTS, CANALS AND
AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION
40.
ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL
CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL
APPURTENANCES, WHICH ARE CONSIDERED TO BE OBSTRUCTIONS
OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN
ARTERIAL AND COLLECTOR STREETS AND TYPE 'B' (MODIFIED)
THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE
BY THE CITY ENGINEER, SHALL BE RELOCATED AT THE EXPENSE
HEREIN.
ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE
OF THE SUBDIVIDER.
FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS
REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE
38. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF
IN SECTION 39, ASPHALT CONCRETE", OF THE STANDARD
IS GIVEN DOES NOT MEET THE SPECIFIC RANGE, THE ASPHALT
16.
NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS
WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET
SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND
DIRECTED BY THE CITY ENGINEER IN ORDER TO PROVIDE A SAFE
BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE
REPLACED WITH MATERIAL THAT MEET THE IN-PLACE DENSITY
CONNECTION TO THE EXISTING STREET PAVEMENT.2X
ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING
41
PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED
'A' 'B'
REQUIREMENTS.
BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION
MINERAL AGGREGATE FOR TYPE (MODIFIED) OR TYPE
17.
STORM DRAINAGE SUMP SHALL NOT BE ALLOWED TO ACCEPT
ONTO THE SIDEWALK.
(MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE
54.
IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE
WATER UNTIL SECURED BY PERMANENT FENCING OR IN THE
REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE", OF THE
INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS
CASE OF SHALLOW UNFENCED SUMPS NOT UNTIL COMPLIANCE
39. NOTE THAT NO PLANS YALE BE APPROVED UNTIL ALL
STANDARD SPECIFICATIONS FOR 3/4 INCH MAXIMUM, MEDIUM
THAN 90 PERCENT OR MORE THAN 96 PERCENT THE ASPHALT
WITH DEPTH AND SIDE SLOPE CRITERIA AS SET BY THE CITY OF
EASEMENTS HAVE RECORDED.
GRADING.
CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND
BAKERSFIELD DEVELOPMENT STANDARDS.
REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE
NOTES FROM THE ENGINEER:
42.
ASPHALT BINDER FOR TYPE 'A' (MODIFIED) ASPHALT CONCRETE
DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT
18.
ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW
SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS
THE CONTRACTOR'S EXPENSE.
ASPHALT CONCRETE PAVEMENT, AS DIRECTED BY THE CITY
1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE
OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT
ENGINEER, IN ACCORDANCE WITH THE PROVISIONS IN SECTION
START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED
BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE
55.
THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL
37 131TUMINOUS SEALS" OF THE STARD SPECIFICATIONS AND
FROM CITY/COUNTY PUBLIC WORKS DEPARTMENT FOR WORK TO
FOR "STEAM -REFINED PAVING ASPHALTS", IN SECTION 92-1.02,
BE DETERMINED BY:
THE STATE DEPARTMENT OF TRANSPORTATION'S STANDARD
BE DONE IN THE CITY/COUNTY STREET RIGHT-OF-WAY.
"GRADES", OF THE STANDARD SPECIFICATIONS.
SPECIAL PROVISIONS CURRENTLY IN EFFECT.
55.A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING
2. THE LOCATION OF EXISTING UTILITIES AND UNDERGROUND
43.
THE AMOUNT OF THE ASPHALT BINDER TO BE MIXED 'NTH THE
DEVICE IN THE FIELD, OR
19.
PAVEMENT GRINDING IN ACCORDANCE WITH SECTION 42 OF THE
PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE
MINERAL AGGREGATE SHALL BE DETERMINED BY THE
STANDARD SPECIFICATIONS SHALL BE PROVIDED AS DIRECTED
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD
55.B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR
BY THE CITY ENGINEER WHERE NEW PAVEMENT MEETS EXISTING
EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE
367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE
LABORATORY TESTING. ZINC STEARATE MAY BE
PAVEMENT.
COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE
WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED
SUBSTITUTED WITH PARAFFIN.
FOR ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS
BY THE CITY ENGINEER.
20.
ALL FRAMES AND COVERS WITHIN THE STREET RIGHT-OF-WAY
FAILURE. TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY
SS.C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED.
SHALL BE ADJUSTED TO FINISHED GRADE PER K.C.D.S. PLATE
AND ALL UNDERGROUND UTILITIES AND PIPELINES ALL EXISTING
44,
AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE
NO. R-69.
IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS GUTTERS,
CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY
56.
IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES
FENCING, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT
ENGINEER'S REVIEW AND APPROVAL:
NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE
21.
ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT
BROUGHT WITHIN TOLERANCE BY EITHER:
SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD
SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE
DETAIL ST -12.
CITY/COUNTY ENGINEER.
44.A. A LIST OF AGGREGATE AND ASPHALT SOURCES
56.A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZED DIAMOND
22.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF
3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL
44.B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE
BLADES
BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA,
OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED
INCORPORATED IN THE WORK CONFORM TO THE
"AGGREGATE",
S6.B. REMOVAL AND REPLACEMENT, OR
DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS.
BY THE CITY/COUNTY ENGINEER.
REQUIREMENTS SO SECTION 39-2.02, OF
THE STANDARD SPECIFICATIONS AND THESE SPECIAL
56.C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY.
23.
PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE
4. WHERE PROPOSED IMPROVEMENTS CONNECT TO EXISTING
PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND
CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN
FACILITIES, THE CONTRACTOR SHALL, PRIOR TO BEGINNING
EQUIVALENT TEST RESULTS SHALL NOT BE OLDER THAN
THE METHOD WILL BE SELECTED BY THE CITY
24 HOURS NOTICE. (661) 326-3049.
CONSTRUCTION VERIFY THE LOCATION (HORIZONTAL AND
SIX (6) MONTHS. ALL OTHER TESTS RESULTS SHALL BE
ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE
VERTICAL), SIZE AND TYPE OF THE EXISTING FACILITY. SHOULD
NO OLDER THAN ONE (1) YEAR.
CONTRACTORS EXPENSE.
24.
STAMP AND S" IN CURB FACE OVER EACH SEWER LATERAL
THE ACTUAL LOCATION, SIZE OR TYPE DIFFER FROM THAT
SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE
44.C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN
57.
IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED
25.
WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED
ENGINEER IMMEDIATELY FOR POSSIBLE DESIGN CHANGES.
ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY
SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL
ON POSTS WITH HAWKINS M2G SERIES BOLT AND
TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL
GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE
VANDAL -PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS
5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND
BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE
THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF
INSTALLED PER STD. T-2 SHALL BE LOCATED WITHIN SIDEWALK
COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING
THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE
GRINDING ARE AT A CONSTANT OFFSET FROM, AND PARALLEL
6" FROM BACK.
THE HOURS OF CONSTRUCTION OF THE PROJECT, INCLUDING THE
AS DETERMINED BY ASTM D2041. THE ASPHALT
TO, THE NEAREST LANE LINE OR PAVEMENT EDGE AND THE
SAFETY OF ALL PERSONAL PROPERTY; THAT THIS REQUIREMENT
CONCRETE MIX SHALL MEET THE REQUIREMENTS OF
TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE
26.
AN OPEN STREET PERMIT FOR EACH PHASE SHALL BE
SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
SECTION 39-2.02, "AGGREGATE", OF THE STANDARD
PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL CONFORM
OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS
WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND,
SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE
TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE
DEPARTMENT PRIOR TO ANY WORK BEING PERFORMED WITHIN
INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER
DATA SUBMITTED SHOWS THAT THE MATERIALS ARE
LAST FOUR PARAGRAPHS OF SECTION 42-2.02,
EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS
"CONSTRUCTION", OF THE STANDARD SPECIFICATIONS. A FOG
BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS
SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT
APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED
PROJECT, EXCEPTING THE LIABILITY ARISING FROM THE SOLE
OLD. THE CONTRACTOR SHALL BEAR ALL THE COASTS
SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL
WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED
NEGLIGENCE OF THE OMER OR THE ENGINEER.
ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN.
COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALT
SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT.
EMULSION AS DIRECTED BY THE CITY ENGINEER.
6. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE
45.
WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO
27.
THE FOLLOWING CITY OF BAKERSFIELD STANDARD DETAILS,
CITY/COUNTY CONSTRUCTION INSPECTION DEPARTMENT SHALL
EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE
58.
ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE
CURRENT EDITION, APPLY TO THESE PLANS:
BE GIVEN 24 HOURS NOTICE.
SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR
CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION
ST -1, CURB AND GUTTER TYPE "B"
PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT
200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL
ST -2, MEDIAN CURBS TYPE "M-1"
7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE
THE MINIMUM DISTANCE OF TWO AND A HALF (2.5) FOOT FROM
STREETS SHALL BE CAB OR FINE GRADATION CRUSHED
ST -3, COMMERCIAL/MULTI-FAMILY DRIVE APPROACH TYPE "A"
DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND
THE EXISTING EDGE OF PAVEMENT.
MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4
ST -10, CURB RAMP
LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE
OF THE 'TO ENB ALLOWS 50% THE
ST -ii, PAVEMENT PATCHES
CITY/COUNTY ENGINEER AND/OR IRRIGATION DISTRICT.
46.
A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS
RECLAIMED TL
VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND
AS CTT
ST -12, TRENCH BACKFILL AND COMPACTION REQUIREMENTS
TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT
CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED
ST -13, STANDARD STRUCTURAL PAVEMENT SECTION
8. CORNERSTONE ENGINEERING, INC. SHALL NOT BE RESPONSIBLE
CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION
"SUBGRADE",
BASE A COMBINATION OF THESE MATERIALS. OTHER
ST -17, MAJOR STREET CROSS SECTIONS
OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF
39-4.01, OF THE STANDARD SPECIFICATIONS
RECYCLED
D BASES SHALL NOT BE ALLOWED. AGGREGATE BASE
ST -22, SURVEY MONUMENT
THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE
SHALL BE MET.
SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY
ST -23, STANDARD STREET LIGHT
APPROVED IN WRITING BY CORNERSTONE ENGINEERING, INC
DENSITY.
ST -24, STANDARD LIGHT BASE PLATE DETAILS
47.
THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL
BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO
59. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE
FOLLOWING MODIFIED CALTRANS STANDARDS SPECIFICATION
SECTION 19-1.03 PER THE CITY OF BAKERSFIELD:
IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF
MATERIAL THEREON, THE GRADING PLACE SHALL CONFORM TO
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 0.04 FOOT ABOVE OR BELOW THE GRADE
ESTABLISHED BY THE ENGINEER.
B. WHEN THE 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.
60. COMANCHE DRIVE RIGHT-OF-WAY DEDICATION SHALL RECORD
PRIOR TO NOTICE OF COMPLETION RECORDATION.
z
0
s
No.
C-051930
aI ll
C"`1`09e (� I
rn
fV w
f'V �
fV F
lZ CD
G. > 2 O
O O Z
Q J
o �a
O
O O
wcf)w
r- � Z CD
Ncl-
Q
N
DESIGNER: JEM
,$ECORD DRAWM CHECKED BY: DGW
DATE: 3/14/18
DRAFTER MAS
SCALE: AS SHOWN
DI:RRILL G. W TTEN, JR., RCE 051930 RTE COMP. NO: 4280800_STR
JOB NO.: 428-08-00
_
FSHEETC-1.1 CITY RECORDS N0.
01
V
z4
m
W M
z
UU m
z a
0
caoJ
o
�z
M m
O b
060
rn
fV w
f'V �
fV F
lZ CD
G. > 2 O
O O Z
Q J
o �a
O
O O
wcf)w
r- � Z CD
Ncl-
Q
N
DESIGNER: JEM
,$ECORD DRAWM CHECKED BY: DGW
DATE: 3/14/18
DRAFTER MAS
SCALE: AS SHOWN
DI:RRILL G. W TTEN, JR., RCE 051930 RTE COMP. NO: 4280800_STR
JOB NO.: 428-08-00
_
FSHEETC-1.1 CITY RECORDS N0.
798
796
794
792
788
786
778
I
x -- PHASE 2 PHASE 1 ---
I II I l II I
PHASE 2 CURB, GUTTER
ADDITIONAL R/W
� Nx AND SIDEWALK NOT A PART DEDICATED PER
til OF THIS PROJECT J m v DOC#21Q031567
U < m
e m DETAIL B
SHEET C-4.0
II �xllLo
DETAIL A oNi ui
SHEET C-4.0 w N J
APA: 387-020-51 O
III+
�CL
+
o� ± ±� a
FUTRE F 1 I N m f N I 2
FS 795.27 + f .__ _ _ _ -�_ m :4-
a R/W XI \
STA:9+44.02, 28.52'L g EI-. J' C3
MATCH EX. EP N
BEGIN SAWCUT\L__-- TS 79 4�
FS (795.37) C-4.0 6 x FS 794 4 2 _ 1 ..,.-j �S 7&i48.: 3 2 3 ,r ,- y -^- S
►e - - - FS 7bt
94.52 ;• iS 7...
7 ,
,STA: 9+43.88, 22.00'L � � � � FS 795.3� FS (795.05)
SAWCUT, FS (795.54) 1"E ( ) o
I 00 NO'22'0340.14''
FS (795.73) FS (79�5.50�
J� HIL 0+00.00 // .
x x -x-- ---x
(795.14)
FS (79463) ._.. \-FS (793.11)
STA: 11+84.96
BC COMANCHE=11+99.08
I ---DRIVE ENTRANCE
FS (793.97)
EX. EP
-€x. R/w
LEGEND JADE HILLS DR.
C.O.B. - CITY OF BAKERSFIELD R/W - RIGHT OF WAY - PROPOSED SIDEWALK
BC - BEGIN CURVE VPI - VERTICAL POINT OF INTERSECTION - PROPOSED FUTURE MEDIAN CURB
BCR - BEGIN CURVE RETURN EP (55.80) - EXISTING EDGE OF PAVEMENT ELEVATION - DIRECTION OF DRAINAGE
BVC - BEGIN VERTICAL CURVE °L2., - EXISTING POWER POLE
1[(55.99) -EXISTING FLOWLINE ELEVATION
C1 -CURVE INDEX (SEE CURVE TABLE) OS -EXISTING SEWER MANHOLE
CL OR -CENTER LINE �
FS (55.99) - EXISTING FINISH SURFACE ELEVATION C - EXISTING CLEANOUT
PL
EC - END CURVE FG50.98 - FINISH GRADE ELEVATION -281 EXISTING CONTOUR
FL50.62 - FLOWUNE ELEVATION - NEW PAVEMENT
ECR - END CURVE RETURN FS54.13 - FINISH SURFACE ELEVATION
EVC - END VERTICAL CURVE TC55.88 - TOP OF CURB ELEVATION D - NEW PAVEMENT -ALTERNATE SECTION
EP - EDGE OF PAVEMENT O - SURVEY MONUMENT
EX - EXISTING 35'L -DISTANCE LEFT OF CENTERLINE OF ROAD
35'R - DISTANCE RIGHT OF CENTERLINE OF ROAD -PROPOSED FIRE HYDRANTS
GB - GRADE BREAK
H.P. -HIGH POINT 2+00.00E - DIRECTION OF STATION LABEL - EXISTING PAVEMENT
R - PROPERTY LINE - BOUNDARY/PROPERTY LINE
PI - POINT OF INTERSECTION - EXISTING RIGHT OF WAY
POC - POINT ON CURVE - PROPOSED RIGHT OF WAY
POVC - POINT ON VERTICAL CURVE - -- PROPOSED STREET FL
PRC - POINT OF REVERSE CURVE - EXISTING STREET E
PHASE 2 FLOWUNE DESIGN FOR REFERENCE ONLY, NOT A PART OF THIS PROJECT PHASE 1
_ __ _
..e___. -- - 46.60' 48.60'
[ ( ON CURVE f ON CURVE
-aw
Z +O
Curve
Length
Radius
EXISTING CI PROFILE
�
Cl
46.60'
30.00'
88' 59' 53"
go
48.60'
30.00'
92' 49' 15"
C3
91.86'
---
2' 46' 23"
C4
47.24'
30.00'
90' IS 09"
C5
47.83'
30.00'
91' 21' 13"
C6
109.26'
-
3' 14' 06"
-
/ i-
----- FUTUREi-
19' 47' 32"
C8
33.33'
30.00'
63' 39' 05"
PROFILE
Q
'A STA.: 12+15.2:
PVI ELEV. 792.90
204.2'VC
A.D.: -1.90%
K: 105.31
HP STA.:11+14.28
HP ELEV.: 793.70
ROUTE 178 m
150' RIGHT TURN POCKET 106.5' BAY TAPER
ADDITIONAL R/W e
a m DETAIL D EXISTING 12" WATER MAIN'
1" w DEDICATED PER.
DETAIL C rn SHEET C-4.0 65
DOC/218031567 U U r t z
SHEET C-4.0
+
G� �� K � ao N � •,,,\ \� z
ui
7/ tlp � • O� \ I
+
r . _
N n _ I C 4.0 N r N - SN P(jg319) o
C7 WCUT, ��
CURB INLET CAIiRANS VALE, z
EXISR}55 OF 18 SO
. • --x-- ...---�,�'. n� F783.71, LP N `j0 3E ABANDONED
.sR/W N FS (785i> .. � 1 +Pi,784.26) • rN :; 1 y
EIC. R/W U
�-£X. R :Si2- EX. EP FS ( 5.32)'"r K SAWGUi' W�
�..- '1 -St2 '""r _" FS (788.2"!- , 59.p1:�„ COMAN\�,�iE=17+56.16
FS (7g447) N10*03 W, ROUTE 1>8=883+31.31 y
FS (787.80) / FS 86.53 ` - _ 4 1 FS (785.31)
._ �Y _.....,�.: .._. FS (789.01)m' v260
FS (790.22) e� D_ 1�?600 (786.07)
1 FS =18
. FS (791.40) tat'` I L>3164,19, R-200 _
F (786.95) - % �. _,_,-. L'1RAN5
PHASE 1
COMANCHt: DRIVE
Plan and Profile
0 PAVING SECTION
TRAFFIC INDEX = "SEE NOTE", "R" VALUE = "SEE NOTE",
INSTALL 0.45' TYPE B AC/ 0.72' AB / 1.12' AS / 1'
NATIVE SOIL COMPACTED TO 95% M.D.D.
PAVING SECTION NOTE
TRAFFIC INDEX, "R" VALUE, AND PAVING SECTION WERE
TAKEN FROM FEDERAL PROJECT NO. CML -5109(055)
REALIGNMENT OF COMANCHE DRIVE AT SR 178.
ALTERNATE PAVING SECTION
TRAFFIC INDEX = 9.0, "R" VALUE = 17,
INSTALL 0.45' TYPE B AC/ 1.40' AB/ 0.5'
NATIVE SOIL COMPACTED TO 95% M.D.D.
(HAND COMPACTION OVER EXISTING UTILITIES.)
ON
47.24'
J CURVE
WEST FL
PROFILE
WEST FLOWLINE PROFILE
STING CI
WEST Fl
Curve Table
Curve
Length
Radius
Delta
Cl
46.60'
30.00'
88' 59' 53"
C2
48.60'
30.00'
92' 49' 15"
C3
91.86'
1898.09'
2' 46' 23"
C4
47.24'
30.00'
90' IS 09"
C5
47.83'
30.00'
91' 21' 13"
C6
109.26'
1935.04'
3' 14' 06"
C7
24.18'
70.00'
19' 47' 32"
C8
33.33'
30.00'
63' 39' 05"
109.26'
4.1
ON
i PVI STA.: 15+70.53
PVI ELEV. 79391 a Jig
20'VC IN
..._ ._....... A.D.: -1.51%
'(......
K: 13.51
HP STA.:15+60.53
HPV.: 7 .13
0 1
RECORD DRAWING
(WORK 'A 1CiA0�DONE
W SN
N PER SEPARPMIT.)� 1`
EX. EP CALTRANS o 't
\ 4
l
OINSTALL
CURB & GUTTER TYPE B PER "ST -i" OF THE PROPOSED C.O.B.
SUBDIVISION DESIGN STANDARDS.
Z
O2
INSTALL 5.5' WIDE, 4" THICK SIDEWALK PER THE PROPOSED C.O.B. STANDARD ST -5
N
INSTALL STANDARD WHEEL CHAIR RAMP PER CASE A OF CALTRANS RSP
3
O
A88A.
z
TYPE "A" CATCH BASIN NTH GUTTER DEPRESSION PER. C.O.B.
�
OINSTALL
STANDARDS D-14, & D-17
O
INSTALL 9500 LUMIN STREET LIGHT AND PULL BOX PER C.O.B. STANDARDS
J
5
ST -23 THRU ST -26
LLI
O6
EXISTING GATE AND FENCE TO BE REMOVED
OINSTALL
16 L.F. OF 18" SDR -35 PVC SD PIPE (SEE SPR#17-0041 GRADING
a
PLAN FOR CONTINUATION)
O
NOT USED
Q
cn
GRAPHIC SCALE
Z U
STORM DRAIN JUNCTION BOX PER C.O.B. STANDARDS D-16 AND
9 30'
OCONSTRUCT
SW -6
.::::::
U' v
HORIZ:1"=30'
9500 LUMIN STREET LIGHT PER C.O.B. STANDARDS ST -23, ST -24, &
VERT: 1"=3'
I
_INSTALL
ST -25.
��^
OF
STA: 15+99.10
ELEV. 783.70, LP I LFLOWLINE PROFILE
- t - ALONG EXISTING CURB RETURN
�I -12" EX. WATER T.P: 780.62
� I
_............_... ......... .. ..................
-18" SO INV. 779.30 W
DATE
792
790
788
786
778
12229
CITY RECORDS NO.
No. a
C-051930
CIVIL xp
1.
OF CAL\F
N
Z
zU
N
LLJg
•__,
z
�
Cr
LuJ
O
z
J
LLI
CIO�
d
jK
z
�
a
LT3
J
W
Q
cn
W
Z U
Fv1j
y
CC
O
Q
U' v
Finas
N
I
��^
w
zw=
Q
Z
9W
V
(7 V
Lij
W
Z
w�
J
_
N
[-
U
DESIGNER:
CD
MAS
CHECKED BY:
z
DGW
DATE:
3/14/18
DRAFTER:
MAS
ZD
AS SHOWN
COMP. NO:
4280800_STR
z0
428-08-00
U
N
Z
N
LLJg
�
Cr
LuJ
O
p
J
LLI
L_
d
_
�
W
Q
cn
W
M
Z
CC
O
Q
N
I
n
Q
J
W
Z
0-
_
N
[-
DESIGNER:
MAS
CHECKED BY:
DGW
DATE:
3/14/18
DRAFTER:
MAS
SCALE:
AS SHOWN
COMP. NO:
4280800_STR
JOB NO.:
428-08-00
SHEET
C-2.0
3
OF 6
JADE HILLS DR.
� I X
X
(� I-
vi I° x
X \� \
1�� x
._512—_ -- -- --
EX. STRIPING AND
1 /MARKINGS TO REMAIN
11AN0711116=06i
JADE HILLS DR.
X
X
X I ��
INSTALL TYPE III BARRICADE
(FULL WIDTH) ON SKIDS W/
X I R11-2 SIGN
I
In X
X \
xZ
- � EDGE OF PAVEMENT
Y -SEE DETAIL A
ON IS SHEET
JADE HILLS DR.
� COMANCHE DRIVE
INSTALL R3-2
e.
2 —5121
3 L.F.
-- -- -- --512— — -- --S12— -.....
STRIPING LEGEND
12 LANELINES STRIPING PER CALTRANS STD. PLAN DETAIL 12 ON SHEET "A20A"
21 NO PASSING ZONES -TWO DIRECTION STRIPING PER CALTRANS STD. PLAN DETAIL 21 ON SHEET "A20A"
22 NO PASSING ZONES -TWO DIRECTION STRIPING PER CALTRANS STD. PLAN DETAIL 22 ON SHEET "A20A"
27B RIGHT EDGELINES STRIPING PER CALTRANS STD. PLAN DETAIL 27 ON SHEET "A20B
32 TWO-WAY LEFT TURN STRIPING PER CALTRANS STD. PLAN DETAIL 32 ON SHEET "A20B"
38 CHANNELIZING STRIPING PER CALTRANS STD. PLAN DETAIL 38A ON SHEET "A20D"
39 BIKE LANE STRIPING PER CALTRANS STD. PLAN DETAIL 39 ON SHEET "A20D"
BS BIKE LANE SYMBOL WITH PERSON PER CALTRANS STD. PLAN RSP "A24C"
`� COMANCHE DRIVE
HWY 178
512 = EX. STRIPING AND \
MARKINGS TO REMAIN
— 512 --6---- A =s .� \
COMANCHE DRIVE,
EXISTING STRIPING
TO BE REMOVED
INSTALL
TYPE IV (R) ARROW
(TYP.)
4931
4 L.F.
n�
114 LF.
L.F.
32 148 L.F.
130 L.F.E38
P T
} TS12
J
EX. STRIPING AND
MARKINGS TO REMAIN
bin�•
i PEANS\
HWY 178
TYPE IV (R) ARROW
(TYP.)a\sl
—51
39 130 L.F. _\
0 I 22 108 L.F.
22 AITRANS
Ex SEE T IMPROVEMENT-�— \ \
e
COMANCHE DRIVE
PROPOSED STRIPING PLAN
RECORD DRAWING
azi
DERRILL 6. WHITTEN, JR.) RCE 051930
DATE
EDGE OF PAVEMENT
mi
27B
DETAIL A
N. TS.
4-
\ c
4'
t
HWY 178
a /h J �.
No.
C-051930
� CIVIb i
i
i
I
I
—X
X.�
--
Z
JADE HILLS DR.
� COMANCHE DRIVE
INSTALL R3-2
e.
2 —5121
3 L.F.
-- -- -- --512— — -- --S12— -.....
STRIPING LEGEND
12 LANELINES STRIPING PER CALTRANS STD. PLAN DETAIL 12 ON SHEET "A20A"
21 NO PASSING ZONES -TWO DIRECTION STRIPING PER CALTRANS STD. PLAN DETAIL 21 ON SHEET "A20A"
22 NO PASSING ZONES -TWO DIRECTION STRIPING PER CALTRANS STD. PLAN DETAIL 22 ON SHEET "A20A"
27B RIGHT EDGELINES STRIPING PER CALTRANS STD. PLAN DETAIL 27 ON SHEET "A20B
32 TWO-WAY LEFT TURN STRIPING PER CALTRANS STD. PLAN DETAIL 32 ON SHEET "A20B"
38 CHANNELIZING STRIPING PER CALTRANS STD. PLAN DETAIL 38A ON SHEET "A20D"
39 BIKE LANE STRIPING PER CALTRANS STD. PLAN DETAIL 39 ON SHEET "A20D"
BS BIKE LANE SYMBOL WITH PERSON PER CALTRANS STD. PLAN RSP "A24C"
`� COMANCHE DRIVE
HWY 178
512 = EX. STRIPING AND \
MARKINGS TO REMAIN
— 512 --6---- A =s .� \
COMANCHE DRIVE,
EXISTING STRIPING
TO BE REMOVED
INSTALL
TYPE IV (R) ARROW
(TYP.)
4931
4 L.F.
n�
114 LF.
L.F.
32 148 L.F.
130 L.F.E38
P T
} TS12
J
EX. STRIPING AND
MARKINGS TO REMAIN
bin�•
i PEANS\
HWY 178
TYPE IV (R) ARROW
(TYP.)a\sl
—51
39 130 L.F. _\
0 I 22 108 L.F.
22 AITRANS
Ex SEE T IMPROVEMENT-�— \ \
e
COMANCHE DRIVE
PROPOSED STRIPING PLAN
RECORD DRAWING
azi
DERRILL 6. WHITTEN, JR.) RCE 051930
DATE
EDGE OF PAVEMENT
mi
27B
DETAIL A
N. TS.
4-
\ c
4'
t
HWY 178
a /h J �.
No.
C-051930
� CIVIb i
N W C� p�
0- o��
C:, mm
HWY 178 o Lu I CD
Lv Tn Z
r E]_ Z —
C
Cl -
DESIGNER:
DESIGNER: JEM
CHECKED BY: DGW
GRAPHIC SCALE DATE: 3/14/18
30' 15' 01 15, 30' DRAFTER MAS
SCALE: AS SHOWN
( FEET )
1 inch 30 ft.
COMP. NO: 4280800_STR
=
JOB NO.: 428-08-00
C-3.0 SH4EET
CITY RECORDS NO. OF 6
Z
r
O
o
a
W
M
m
(n
O
Z
Q
LLI
J
LLI
Z
/y/,
QQ
Q
FI
O
ma
CDd
_
<�r
Z
I^
V
HVMn
W
N
a
H
o �
E
s
Lv
s�v
�LL
Z
W,
J
U
U
Z
F-
J
C0
N
Z
O
U
N W C� p�
0- o��
C:, mm
HWY 178 o Lu I CD
Lv Tn Z
r E]_ Z —
C
Cl -
DESIGNER:
DESIGNER: JEM
CHECKED BY: DGW
GRAPHIC SCALE DATE: 3/14/18
30' 15' 01 15, 30' DRAFTER MAS
SCALE: AS SHOWN
( FEET )
1 inch 30 ft.
COMP. NO: 4280800_STR
=
JOB NO.: 428-08-00
C-3.0 SH4EET
CITY RECORDS NO. OF 6
O
o
a
W
M
m
Z
FI
O
M
�
G]
a
N W C� p�
0- o��
C:, mm
HWY 178 o Lu I CD
Lv Tn Z
r E]_ Z —
C
Cl -
DESIGNER:
DESIGNER: JEM
CHECKED BY: DGW
GRAPHIC SCALE DATE: 3/14/18
30' 15' 01 15, 30' DRAFTER MAS
SCALE: AS SHOWN
( FEET )
1 inch 30 ft.
COMP. NO: 4280800_STR
=
JOB NO.: 428-08-00
C-3.0 SH4EET
CITY RECORDS NO. OF 6
JADE HILLS DRIVE
III I III
I II I II I
II I I II
--
N \ BIKE LANE SYMBOL W/
- ARROW (TYP.)
d
AL
-
�'O
P(792.82), BC
STA: 12+19.59, LOOT
STA: 10+41.60, 3.00'R P(793.53), EC
P(795.47), EC _ STA: 11+89.59, 299'R • A7
`� C-3.1 P(793.98), BC \
19+00,
340.14' 10t0(),'� C9
STA: 10+39.59, 5.00'R
P(795.46), BEGIN MEDIAN
STA: 10+41.56, 700'R
\ P(795.42), EC
JADE HILLS DRIVE
NOTE:
WHEN JADE HILL DR. IS FUNCTIONAL, PROVIDE NB
TO WB LEFT TURN POCKET/LANE ON COMANCHE DR.
LEGEND
—SO'21'38"W 148.01'.4
N ` N0'39'05"E 143.86'
--
_STA: 11+85.41, 7.71'R
P(793.95), BC
COMANCHE DRIVE
BIKE LANE SYMBOL W/
ARROW (TYP.)
NOTE:
MEDIAN WITH ONE-WAY OPENINGS SHOWN FOR
ILLUSTRATION ONLY. FUTURE DEVELOPMENT OF JADE
HILLS DRIVE AND EAST SIDE OF COMANCHE DRIVE WILL
DICTATE TIMING OF INTERSECTION TURN CONTROL.
FUTURE CURB &
GUTTER
D=5'09'42 T=90.87L=
C.O.B.
- CITY OF BAKERSFIELD
R/W
- RIGHT OF WAY
Ll
- PROPOSED SIDEWALK
BC
- BEGIN CURVE
VPI
- VERTICAL POINT OF INTERSECTION
— --
PROPOSED FUTURE MEDIAN CURB
BCR
- BEGIN CURVE RETURN
EP (55.80)
- EXISTING EDGE OF PAVEMENT ELEVATION
--
- DIRECTION OF DRAINAGE
BVC
- BEGIN VERTICAL CURVE
L (55.99)
-EXISTING FLOWLINE ELEVATION
`�
- EXISTING POWER POLE
C1
- CURVE INDEX (SEE CURVE TABLE)
30.17'
133.54'
(S)-
EXISTING SEWER MANHOLE
CL OR CL
- CENTER LINE
FS (55.99)
- EXISTING FINISH SURFACE ELEVATION
C)
— EXISTING CLEANOUT
EC
- END CURVE
FG50.98
- FINISH GRADE ELEVATION
--—
281
—
EXISTING CONTOUR
ECR
- END CURVE RETURN
FL50.62
- FLOWUNE ELEVATION
E
— NEW PAVEMENT
EVC
- END VERTICAL CURVE
FS54.13
- FINISH SURFACE ELEVATION
LIJ
- SURVEY MONUMENT
EP
- EDGE OF PAVEMENT
TC55.88
- TOP OF CURB ELEVATION
J
-PROPOSED FIRE HYDRANTS
EX
- EXISTING
35'L
- DISTANCE LEFT OF CENTERLINE OF ROAD
$pr
GB
- GRADE BREAK
35'R
- DISTANCE RIGHT OF CENTERLINE OF ROAD
- EXISTING PAVEMENT
H.P.
-HIGH POINT
2+00.00E
- DIRECTION OF STATION LABEL
9 M
R
- PROPERTY LINE
- BOUNDARY/PROPERTY LINE
V
PI
- POINT OF INTERSECTION
-----
EXISTING RIGHT OF WAY
POC
- POINT ON CURVE
-----
PROPOSED RIGHT OF WAY
z
i
POVC
- POINT ON VERTICAL CURVE
- - - --
PROPOSED STREET FL
PRC
- POINT OF REVERSE CURVE
- EXISTING STREET FL
J
C_4.0 _
a
_ ---
S12 -_
_ STA: 15+ .15, 13.001
P 785.54), EC
STA: 12+79 59, 13.00'L
�P(791.98), PRC
I0R ^.-• r --.fir"- , J �' 1C 2 - —
p_T43'20�T-134.1E L=267 8_• 1986. 99 r �' �• }[_ _
_.---
ys / ¢ STA: 16, 9. 0'L
D 10'26'082.-60 -- 1 9`N �P(787,03), .03), PRC
�L-36419 R=200000._Ny03
/ i STA: 14+46.16, 4.001
P(788.12), BC
STA: 14+06.16, 6.00'R -�'
n P(78&97), EC "
— - STA: 13+66.16, 11.00'R
P(790.03), BC
COMANCHE DRIVE
FUTURE MEDIAN PLAN W/ FUTURE STRIPING
Line Table
Line #
Length
Direction
Ll
30.98'
Sib' 01' 39"E
Curve Table
Curve #
Length
Radius
Delta
C9
6.25'
2.00'
178' 55' 08"
CIO
40.61'
144.00'
16' 09' 36"
C11
40.27'
175.47'
13' 08' 58"
C12
62.71'
1991.01'
V 48' 17"
C13
6.28'
2.00'
180' 00' 00"
C14
30.17'
133.54'
12' 56' 34'
C15
30.37'
114.35'
1 15' 12' 57"
3 \ i
C-3.1
S10'0� E .87�' =
co"W 110 87
ROUTE 178
-- -- _ _
-ST_A. 16+60.02, 13. 0'L -��-
P(783.61), BC \
STA: 16+62.02, 11.00'
P(783.58), END MEDIAN \
t7�00 _
1'- STA: 16+60.02, 9.00'L \
P(783.65), BC
b
—i STRE TL MP OVEMENT
S 1AT 5+49.15, 9.00'11 \ \ \
P(785.68), EC \
5+49.15
3 TYPE "M-1" MEDIAN CURB
C-3.1 f Scale: NTS
RECORD DRAV4NG
DERRILL G.
GRAPHIC SCALE
30' 15• 01 15' 30•
(IN FEET)
1 inch = 30 ft.
0
w
F /B.) 'S,
No.
C-051930
CIVIL _ .
VI
0')
f'V
LSI
Z
z
J
W
a_
z
wwZ
w
F1
�
_
—
O
>
lY
Z�
f -
O
cn
8
�oU-'d
z
Lj
a
LIJ
�zQ
J
LL)
(/)
J
m
�C
z
d
$pr
a
rn
C/')
DESIGNER:
WUNN
JEM
CHECKED BY:
9 M
w
O
12
U
V
LIi
�m�4
z
i
w
�
J
U
CD
z
Z
O
U
0')
f'V
LSI
Z
(V
J
W
a_
n
wwZ
F1
�
_
—
O
U
lY
Z�
f -
O
cn
O
�oU-'d
Lj
�zQ
(/)
J
m
�C
C/')
DESIGNER:
JEM
CHECKED BY:
DGW
DRAFTER MAS
COMP. NO: 4280800-STR
JR., RCE" 051930 DA'Z'E' JOB NO.: 428-08-00
SHEET
C-3.1 5
CITY RECORDS N0. OF 6
_ k_7TC 77
CURB RETURN
Scale: 1" : 6'
R/W
EX_
R/V
8.4'
4:1 MAX. & ( 6' fL
2:1 MIN.
FT
FUTURE SIDEWALK -7
FUTURE CURB AND GUTTER
EDGE OF PAVEMENT
TAPER
R/W
I�
4:1 MAX. & 5.5 LL
2:1 MIN.
57.7'
37.2'
EDGE OF EX. PAVEMENT
1.47% - 2.90%
22'
SAWCUT
MATCH EXISTING FS
122.8'
I -----F- 6'
PAVING SECTION
INSTALL 0.45' TYPE B AC/ 0.72' AB / 1.12' AS /
1' NATIVE SOIL COMPACTED TO 95% M.D.D.
-FS 792.64
\
\
\
FS 792.48
o \
0
Xs
FS 792.46 \
4? TC 791.94, \\
F1 791.94
sg. TC 792.41\_
FE 791.91
CURB RETURN
Scale: P' : 6'
1 56.6'
117.7'
rik-116, COMANCHE DRIVE STA: 11+37.98
C-4.0 Looking North Scale: 1":10'
FS 792.40
TC
R/W
-- FS 788.19
FS 789.63 -�-
COMANCHE DRIVE STA:
13+00.00
s
COMANCHE
DRIVE STA: 15+25.00
VO
1.50% TC 793.31
- -
TC 792.57 7.50%
_
1.50% TC 789.55 TC 788.11 \
Looking North
/
FS 793.38 FL 792.81
k 792.07
LIJ
>
/
FL 789.05 fF 787.61 \
N
F-
C7
>
'1
/
O
z
M
Cr)
a
\
IN
5
W
J
Lit
ss.
Q
v�
Z
\
/
_I
mnr
P O
U' m
J
_
TC 792.49
o }
TC 793.47
_
k 791.99
/
N
o, Q
FL 792.9792.97
w
FS 793.34
) 8°
OK
V
LIJ
TC 793.02
Z 3
/ - FS 78791
TC 787.
FS 789.81
W 3
793.02
TC 791.96
J_
N.
y
FE 791.96
FS 793.85
r 7g
aV
e \
_ k_7TC 77
CURB RETURN
Scale: 1" : 6'
R/W
EX_
R/V
8.4'
4:1 MAX. & ( 6' fL
2:1 MIN.
FT
FUTURE SIDEWALK -7
FUTURE CURB AND GUTTER
EDGE OF PAVEMENT
TAPER
R/W
I�
4:1 MAX. & 5.5 LL
2:1 MIN.
57.7'
37.2'
EDGE OF EX. PAVEMENT
1.47% - 2.90%
22'
SAWCUT
MATCH EXISTING FS
122.8'
I -----F- 6'
PAVING SECTION
INSTALL 0.45' TYPE B AC/ 0.72' AB / 1.12' AS /
1' NATIVE SOIL COMPACTED TO 95% M.D.D.
-FS 792.64
\
\
\
FS 792.48
o \
0
Xs
FS 792.46 \
4? TC 791.94, \\
F1 791.94
sg. TC 792.41\_
FE 791.91
CURB RETURN
Scale: P' : 6'
1 56.6'
117.7'
rik-116, COMANCHE DRIVE STA: 11+37.98
C-4.0 Looking North Scale: 1":10'
FS 792.40
TC
R/W
-- FS 788.19
FS 789.63 -�-
COMANCHE DRIVE STA:
13+00.00
s
COMANCHE
DRIVE STA: 15+25.00
VO
Looking North
Sole: 1":10'
_
1.50% TC 789.55 TC 788.11 \
Looking North
Scale: 1":10'
N
LIJ
>
FL 789.05 fF 787.61 \
N
F-
C7
>
'1
O
z
M
Cr)
a
\
IN
5
W
J
Lit
ZO
Q
v�
Z
\
/
_I
mnr
P O
U' m
J
_
WUNN
F
9nn
N
o
w
z
Z
OK
V
LIJ
�Nmk4
Z 3
/ - FS 78791
TC 787.
FS 789.81
W 3
J_
N.
7
(n
U
0
f6 787.46
a
N
J
a
GO
d
o
�
Ln
U
TC3 9 a� \
1A. FS 787.87
789 23 °
°3 ���
/ > TC 787.3 °o
QµoFESS,n,,
/ FS 789.86...... hC 789.79 FL 787.39
FE dq
789.2FS 787.71
o 3° 9
787.35
ax
No. a
787.35 ��
C-051930
9 TC 789.8
--• J// _ -
(18934 •?•
7 .
,,? CIVIC �p
A
_ FS 790.14 Ati r 0 _
p
C1` CA0 •,110
TC 790.08
E 789.58
R/W
18.4'
4:1 MAX. & 6' FL
2:1 MIN,
COMBINATION SIDEWALK PER C.O.B. ST -5
COMPACT UNDER SIDEWALK 4" MIN.]
TO 95% MAX. DENSITY (TYP.)
TYPE "B" CURB AND CUTTER
PER C.O.B., ST -1 COMPACT UNDER CURB
AND GUTTER 6" MIN. TO 95% (TYP.)
y�
CURB RETURN
Scale: 1":5'
IF 787.13
� CURB RETURN
JScale: 1".5'
CONSTRUCTION NOTE
3 INSTALL STANDARD WHEEL CHAIR RAMP PER CASE A OF CALTRANS RSP
O A88A.
148.4'
EX.
R/W 53.6' CE
I
43' 22' I ±28.7'
I
EDGE OF EX, PAVEMENT
1.34% - 1.79%
52'
72'
SAWCUT
MATCH EX. FS
PAVING SECTION
INSTALL 0.45' TYPE B AC/ 0.72' AB / 1.12' AS /
1' NATIVE SOIL COMPACTED TO 95% M.D.D.
z COMANCHE DRIVE STA: 14+67.74
C-4.0 Looking North Scale: 1": 10'
m
148.3'
TYPE "M-1" MEDIAN CURB
PER COB STD ST -18
4
COMANCHE DRIVE STA:
13+00.00
s
COMANCHE
DRIVE STA: 15+25.00
VO
Looking North
Sole: 1":10'
C-4.0
Looking North
Scale: 1":10'
76.4'
R/W
PAVING m
SECTION
z
EX. a
SURFACE wo
w
J
w
0
6 COMANCHE DRIVE CROSS SECTION
C 4.0 Looking North Scale: 1":10'
76.3'
R//^CCORD DRAWING
A
DERRILL G. WNITTER, JRA RCE 051430
CITY RECORDS NO.
z
N
CD
N
LIJ
>
R/W
N
F-
C7
>
'1
O
z
M
Cr)
a
(L
J
Lit
ZO
Q
v�
Z
_I
mnr
P O
U' m
J
_
WUNN
F
9nn
N
o
w
z
Z
OK
V
LIJ
�Nmk4
Z 3
W 3
J_
N.
7
(n
U
0
z
N
J
J
CL
GO
d
O
Ln
U
N
N
LIJ
>
R/W
N
F-
'1
Lil
M
Cr)
z
W
Lit
ZO
Q
_I
a
o
;-�
W
0
o
bi
cD
O
-
C)
I-
x
W�Ld
¢
N.
(n
Z
ofQN`''
N
J
CL
d
Ln
DESIGNER:
JEM
CHECKED BY:
DGW
DATE:
3/14/18
DRAFTER
MAS
SCALE:
AS SHOWN
NO:
4280800_STR
DATE
JOB
JOB NO.:
428-08-00
SHEET
C-4.0
6
OF
6