HomeMy WebLinkAbout1.1-7317 PH A Record DrawingREVIEWED BY:
1 -, I / / 7'-/
TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE
REVIEWED BY:
ASSISTANT PUBLIC WOWS DIRECTOR, CITY OF BAKERSFIELD rj4+A-
THEODORE D. WRIGHT C 33710
APPROVED BY:
PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD -- DATE
NICOLAS FIDLER C 61069
BENCHMARK USED:
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT CENFERLINE INTERSECTION OF PADDINGTON STREET
AND STOCKDALE RANCH DRIVE.
ELEVATION = 350.57 (CITY DATUM) PER TRACT 7240-2
BENCHMARK SET:
SET NAIL ON TOP OF CURB AT EAST SIDE OF THE SOUTHEAST CURB RETURN Al THE INTERSECTION
OF STOCKDALE HIGHWAY AND STOCKDALE RANCH DRIVE.
ELEVATION - 356.49 (CITY DATUM)
BASIS OF BEARINGS:
THE BEARING OF NORTH 89°27'57" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF
i
STOCKDALE
SECTION 3, T, 30 S., R. 26 E., M.D.B.& M. (ALSO BEING THE CENTERLINE OF ,IOCKDALE EIIGHNbAY)
PER PARCEL MAP 12062-1 FILED IN BOOK 60 OF PARCEL MAPS AT PAGE 76 IN THE OFFICE OF THE
KERN COUNTY RECORDER'S OFFICE WAS USED AS THE BASIS OF BEARINGS SHOWN UPON THIS MAP.
LALDESCRIPTIQN:
PARCELS A AND B OF PARCEL MERGER NO. 16-0152 PER CERTIFICATE OF COMPLIANCE
RECORDED ON SEPTEMBER 2, 2016 AS DOCUMENT NO. 000216120378 OF OFFICIAL RECORDS;
ALSO BEING A DIVISION OF A PORTION OF SECTION(S) 3 AND 4, IN TOWNSHIP 30 SOUTH, RANGE
26 EAST, MOUNT DIABLO EASE AND MERIDIAN, IN ITE CITY OF BAKERSFIELD, COUNTY OF KERN,
STATE OF CALIFORNIA.
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PROJECT SITE.
MORTH HALF OF
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7240
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NO SCALE
Bio! OGi0GiCO�CLEARANOE SURV Y N TE
ALL CONSTRUCTION ACTIVITY, INCLUDING STAGING, SHALL BE WITHIN THE LIMITS SHOWN ON THIS PLAN.
CONTRACTOR SHALL. OBTAIN A COPY OF THE BIOLOGICAL CLEARANCE SURVEY FOR THIS PROJECT.
CONTRACTOR SHALL BE SOLELY LIABLE AND RESPONSIBLE FOR FOLLOWING THE RECOMMENDA[IONS OF THE
BIOLOGICAL CLEARANCE SURVEY, NO STAGING, GRADING, OR OTHER DISTURBANCE SHALL OCCUR OUTSIDE
THE LIMITS SHOWN ON THIS PLAN.
GRADING LIMITS — HCP AREA
BiG CLEARANCE SURVEY
MINE
M�INETABLE
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MBHCP PLAN NOTE
I CERTIFY UNDER PENALTY OF LAW, BASED ON INFORMATION AND
BELIEF- FORMED AFTER REASONABLE INQUIRY, THAT .THE SUBMITTED
DOCUMENTS ACCURATELY DEPICT THE PROPOSED URBAN
DEVELOPMENT AREA AND THAT THE STATEMENTS AND INFORMATION
CONTAINED HEREIN ARE TRUE, ACCURATE AND COMPLETE.
TOTAL DISTURBED AREA (FOR PERMIT PURPOSES) 4.34 GROSS ACRE_
FRED W. PORTER, R.C.E 33448 �_- DATE
PHASE A MATERIALS
DIST
ESTIMATED QUANTITIES FOR
PLAN
CHECK AND INSPECTION FEE CALCULATIONS,
NJI TO BE USED FOR BIDDING PURPOSES.
STREETS
S BEET
1,117 LF
0_16' A.C./0.55' A.B.
75,336 SF
C CURB AND GUTTER
2,203 LF
4" THICK MULTI JSE TRAI_
2
_,330 SF
BARRICADE
1 EA
SURVEY MONUMENT ENCASEMENT
5 EA
METRO STREET NAME SIGNS
4 EA
TRAFFIC CONTROL SIGNS
14 EA
WHEFI-CHAIR RAMPS
4 FA
LED SIRFET LIGHTS
3 EA
SAWCUT
56 LF
STRIPING
1,794 LF
TRAFFIC SIGNAL INTERCONNECT
1,112 LF
#5 PULL BOXES
4 EA
SH ET No. lNDE
C, ) TITLE SHEET
M GENERAL NOTES
& DETAILS
O PLAN AND PROFILE
STATION 64-1-24 TO
68+00
CiD PLAN AND PROFILE
STATION 68+00 TO
75+42
STRIPING & SIGNAGE PLAN
STATION 64+24 TO
75+42
1 CN-
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SOUTHER CALIICF9
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BCR- BEGIN CURB RETURN
ECR- END CURB RETURN
ox
PI- POINT OF INTERSECTION
o
EC- END CURVE
BC- BEGIN CURVE-.
PIVG POINT OF INTERSECTION
VERTICAL CURVE
POVC- POINT ON VERTICAL CURVE
SVC- BEGIN VERTICAL CURVE
OF 5
SHEETS
a
EVC- END VERTICAL CURVE
PRC- POINT OF REVERSE CURVATURE
PCC- POINT OF COMPOUND CURVATURE
POC- POINT ON CURVE
----,- —
G8- GRADE BREAK
DIAL TOLL FREE 1-80227260U
HP- HIGH POINT
AT LEAST T100 DAYS BEFORE'fOU DIG
RECORD DRAWING
�s_:✓s�
6Y1 FRED W, PORTER, RICE. 3 446 ESP. � DATE
SWPPP NOTE
IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE
ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS OF THE
GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY
(SNRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER
2.012-0006-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 ASTORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE
.PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION
DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER
5FLS�Z3011OZ_ HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT.
OPEN 57RECT PERMINOTE
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS
DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS
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
PROVIDED PRIOR TO ISSUANCE OF A PERMIT.
�
r
' FOR THE WORK IN THIS AREA Uhl-fIL AN ENCROA ,HMEN
NO CITY INSPECTIONS SHALL BE GIVEN E ! E
-_�
PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED.
LANDSCAPE MAINTENANCE N-OiE
NOTE: ALL LANDSCAPING,_ SHALL BE MAINTAINED BY THE CITY OF BAKERSFIELD PARKS DEPARTMENT.
LANDSCAPE DESIGN NO_
THE LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE
DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 2%. JI
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SHEET INDEX NUMBER FREEWAY
-- DIRECTION OF DRAINAGE INTERCHANGE I
ej EXISTING CONCRETE MONUMENT �--
,� (PROTECT N PLACE)
®PROPOSED CONCRETE MONUMENT
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PA JOB No 2709E
SHEET
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PA JOB No 2709E
SHEET
GENERAL NOTES
1 All CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF. BAKERSFIELD
ORDINANCE No. 4637, LATEST EDITION AND STANDARDS PERTAINING ?HERETO. THESE DOCUMENTS SHALL BE
MADE A PART HEREOF.
2 AL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH
CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT or TRANSPORTATION STANDARD
SPECIFICATIONS DATED MAY 2006. THESE STANDARDS, DRA'WNGS AND DETAILS SHALL BE CONSIDERED A PART
OF THESE PLANS AND TFIE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE.
3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION,
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE
PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT -OF --WAY. UNLESS SECURED BY A SUBDIVISION
AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED 'WITHIN THE
STREET RIGHT -OF -'NAY AND INSURANCE, AS REQUIRES, SHALL BE PROVIDED BY THE: CONTRACTOR PRIOR 10
ISSUANCE OF A PERMIT.
4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION
INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE THE SECTION MAY BE NOTIFIED AT (661)
326-3049,
5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS DATA AND MEASUREMENTS AT THEBUILDING
SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL.
HAVE PRECEDENCE OVER SCALED DIMENSIONS PORTER & ASSOCIATES, INC MUST BE NOTIFIED OF ANY
VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.
6 EXISTING UTILITY AND UNUERGROINC LINES HAVE BEEN SHOWN ON HISPLAN ACCORDING
TO AVAILABLE
RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE_ ERRORS OR OMISSIONS- THE CONTRACTOR IS
^ T
^F
.ON"B FOR VERIFICATION T "J I PRIOR O BEGINNING OF ANY
RESPONSIBLE LE ). VE HFLA 10. OF THE LOCATION .GRID DEPTI OF ALL LTILITIEJ R
WORK. UNDERGROUND SERVICE AI ERT (U.S A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO
WORKING DAYS PRIOR.T
0 ANY CONSTRUCTION OR EXCAVATION.
7.
ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S
_
OPERATIONS SHALL B REPAIRED I REPLACED AT THE CONTRACTOR'S EXPENSE, P.5 DIRtCTED B'( THE
.L E E E 04 EP D C CO. CRA TDR 5 EXPCN- .
ENGINEER
'C
NGIN�_R AND APPROVED BY THE GOVERNING AUTHORITY.
8. IF A PROFIT -EM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY
OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK.
9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY
FOR A COMPLEIE AND FUNCTIONAL PROD
DCT.
a \'
1 ALL WOR,( WHICH IS SELECTIVE /E NITSCONSTRUCTION � J THE REQUIREMENTS OF THESE
0 L C E I OR DEFICIENT IN ANY OF
DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN q.
ACCEPTABLE MANNER AND NO COMPENSATION WILL
BE ALLOWED h0e2 SUCH CORRECTION,
L H
11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER
DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL
NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE.
12 IDE AGREES HE SHLI ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR TOP SITE
CONDITION'S OUTING THE COURSE OF CONSTR FN Or THIS
PROJECT; INCLUDING EROSION, e DIM[NTA- N
&
GU,T. CONTROL PLAN AND STORM WATER POLLUTION PRE7ENTI0\I PIAN IMPLEMENTATION 71 \
AND FILE SAFETY OF
ALLL PERSONS AND PROPERTY; THAT THIS Rc4J ReMEPT SHALL APPLY CONTINUOUSL
Y AND NOT HE UNITED TO
NORMAL WORKING HOURS; AND FAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY qNU HOLD THE OWNER AND
THE ENGINEER HARMLESS FROM ANY AND AlL LIABILITY,RcALOR ALLEGED, PCOPNEr CONNECTOR
WITH THE
PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE O
THE OWNER OR THE ENGINEER
13, IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PARTOF THE DRAWINGS AND SPECIFICATIONS
OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR
AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT,
14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES
F THS PAS. 1 P, CHANCES 'D IN WRITING BY PORTER &
Q THESE PLANS. AD AND ALL ,r1A GES 1D THESE PLANS MUST BE APPROVE
ASSOCIATES, INS.
15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE, ALL RESTAKING OR
REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR.
COB STREET IMPRO 'MENT NATES
1 THE SUBDIVIDER, IF REQUIRED, SHALT. OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD
ORDINANCE, PRIOR TO START OF ANY EARTHWORK.
2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE B.ACKFILEO AND COMPACTED PER CITY
STANDARD DETAIL ST -22.
3, THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS
DIRECTED BY THE CITY ENGINEER
4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT. SEE
STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTING SHOW A
LOWER "R" VALINE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE
L.OWER R„ VALUE,
A UE, IJ ACCORDANCE
WITH CITY
ENGINEER.
5 RELATIVE COMPACTION OF NOT LESS THAN 957 SHALL BE OBTAINED FOR A MINIMUM DEPTH (T) OF 1.1 FOOT
BELOW FINISH GRADE ON LOCAL STREETS (T=1.5' TO 2.5" AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON
COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER IN ADDITION, RELATIVE
COMPACTION OF NOT LESS THAN 90% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW
GRADING PLANE. FOR THE ENTIRE 'WIDTH OF PAVEMENT (IJP OF GUTTER TO LIP OF GUTTER)
6 1'H:_ CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH ME SIDEWALK AND CURB AND
GUTTER TO A DEPTH OF 6". THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY.
7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER, THE NUMBER AND LOCATION OF
REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED
COMPACTION TESTS 'MLI_ BE BAC.KCFIH`r'GED TO THE CONTRACTOR.
I
8 ALL CONCRETE SHA 3 AND HAL CONTAIN n CJ YD_ OF CEMENT AND
CON E LL BE CLASS S 1 CO 7A N A MINIMUM OF 505 L85 /
HAUS A MAXIMUM WATER/CEMENT RATIO OF 0.50.
9. ASPHALT REJU /tNATfP1G AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEvMFNT IN ACCORDANCE
WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF THE STATE DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE DERARTMEN1 3F
TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER.
10. NEW STREETS SHALL HE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBUC WORKS DIRECTOR IN
ORDER TO PROVIDE A TIF INTO EXISTING STREET PAVEMENT.
11. SEWER LATERA.. LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL.
12, El EVA HONG AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVER'TS).
13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT
SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. THE PRICE
P
FOR THIS ITEM SHAE
L. B_ INCLUDED IN 7H_ PAVEMENT PRICE,
14. SIGN PANFI S SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PREOP NUT
ASSEMBLY OR EQUAL, ROADSIDE SIGNS INSTALLED PER CITY. STANDARD DECA'ILT-19 SHABE LOCATED
D
WTHIN SIDEWALK, 6" FROMB ACK.
I E F
U. CONTRACTOR SHAL INSTALL BLUE MARKER_, IN THE STREET T THE FIR=' '"DRAW 5 PER Trl. FIRE
E c A � H
DEPARTMENT REQUIREMENTS
16 SFE WATER AND TRAFFIC SIGNAL PLANS (BY OTHERS) FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS
PROJECT.
1/ ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S
ESTIMATE FOR THE WORK IN THE EASTNG PUBLIC RIGHT OF -WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR
A STREET PERMIT (FOR TRACTS WITH PRIVAIE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS
WITHOUT RECORDED MAPS).
IB. PRIOR TO PAVING, HE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONI5 REMAIN THE SAME
AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE
SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING.
19. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY
PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER.
20. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET -LIGHTS SHALL BE INSTALLED AT THE
EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN.
21. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF. NAD_ OR STRUCTURE SHALL BE 4:1 EXCEPT
FOR 1'WO FEET BEHIND SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, HE ONLY
ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR DRIER METHOD TO PREVENT EROSION ONTO THE
SIDEWALK.
COB ASPHALT GONBRE lE PAVINGNOTES
I ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B
(MODIFIED) FOR LOCAL STREETS .AND SHALL CONFORM TO THE PROVISIONS IN DECTiON 39, "ASPHALT
CONCRET'E," OF THE CAI TRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
2. PRIOR TO THE ADDITION OF ASPHALT FINDER, THE COMBINED M'NERAL AGGREGATE FOR TYPE A (MODIFIED) OR
TYPE B (MODIFIED) ASPHALT CONCRETE SHAI L CONFORM TO THE REQUIREMENTS OF SECTION 39-202,
"AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING.
G. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND TYPE B (MODIFIED) ASPHALT CONCRETE
SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT UNLESS O -R ERWISE DEFECTED BY THE CITY ENGINEER.
THE ASPHALT BINDER SHALL CONFORM TO THEE REQUIREMENTS IN ITS TABLE FOR PERFORMANCE GRADED
E
S
ASPHALT BINDER, IN SECTION 92-1.02(8), "GRADES," OF THE STANDARD SPEGIFICATONS.
\
4. THE AMOUNT OF ASPHALT BINDER T4 BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DFTEP,MNED BY THE
CONTRACTOR FACCORDANCE WITH CALIFORNIA TEST METHOD 361 USING SAMPLES
OF MATERIALSS PROPOSED
6
CITY T'F. � I I F '-F
R _ T K h A 0 F (`F I BY 1, L_ Cli ENGitJEER.
, 0 US Ih HE WOR _ M JN ASPHA_T B ND_R SFIALL BE A, PROVED
5. AT LEAST 14 DAYS PRIOR TO -THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE
CITY ENGINEER'S REVIEW AND APPROVAL
A. A LIST OF AGGREGATE AND ASPHALT SOURCES.
r „ E
v• AGGREGATES E "
B. DOCUMENTATION / RIFTING THAT THE 4 A S - RA IN THE WORK CONFORM TD THE
c T He HG» EG T T B INCORPORATED TED
G E
REQUIREMENTS O SECTION 3 2. 'I"AGGREGATE,"T ECIr,L.ATIONJ^ AFJD THESE
EQ c T5 F C N 3 OOF H� STANDARD SI a
SPECIAL PROVISIONS MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT 'TEST RESULTS SHOULD Nor BE
OLDER THAN SIX (6) MONTHS ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR.
COB A$PNALTC, ELEA NOTES
C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WIT}{ CALIFORNIA FEST 367.
LABORATORY `FST RESULTS 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 ASTIM
02041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE,"
OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS
THAT THE MATERIALS ARE SUBSTANiNALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN
MAY BE UP TO THREE (3) YEARS OLD. THE. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE
ASPHALT CONCRETE MIX DESIGN.
6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMEPIT IS
p
F T I F 1 1 F
W .IVP �A" STRAIGHT _INE EITHER PARA. E_ OR PERPENDICULAR TO THE CEP T_,•LINE OF THE 'TR`:"d
TO B_ SA CU 1 Nc f 1 STREET,
.
AND AT A MINIMUM DISTANCE OF ONE (i) FOOT FROM THE EXISTING EDGE OF PAVEMENT.
F NON -PAVED ARA
H
7. APR PA COAT WILL NOT 7"e REQUIRED Oi•! NON PA _ AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF
ASPHALT CONCRETE, HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD
SPECIFICATIONS SHALL BE MET.
PAINT
I'
THE AREA TO WHICH ALIT BIND R HAS BEEN APPLIED SHALL 0c CLOSED TO PUEG .0 TRAFFIC,. BARE SHALL BE TAKEN
8. E E
TO ;VOID TRACKING BIDDER MATERIAL .HTO THE EXSfN9 PAVEMENT MENT SU FACE BEYOND THE LIMITS OF CONSTRUE -ZION.
9. PAVING JOINTS °HALl MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED 9Y THE CITY ENGINEER.
70. INTERSECTIONS AND 'PAPERED SHOULDERS SHALL BE SURFACES A., DIRECTED BY ME CITY ENGINEER. ADDITIONAL
ASPHALT CONCRETE SHALL DE PLACED A, ROFV-) CONNECTIONS AND PRIVATE DRIVES, WHERE
SHOWN ON THE PLANS
AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTFI,
TAPERED CONNECTIONS.
11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS
SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG
- I I'T \ CI
THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES f5 P.,.T GREATER THAN THAT PJHICF, CAN BE SURFACED
rH L
CURING THE
FOLLOWING SHIFT GO NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETEr SHALL BE PLACED
ALONG THE TRANS J"R>r CROP 0rl ON EACH LANE SUCH ADDITIONAL ASPHALT CONCRETE SHA L BE HAND RAKED
AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED IC PUBLIC TRAFFIC, KRAFT PAPER,
BOND RAKER MAY BE PLACED UNDER THE CONFORMS T FACILITATE THE REM -VAT Of THE
OR OTHER APPROVED O D B E Q I . O
S -
CONFORMS WHEN PAVING AVIPIG OPERATIONS RESUME.
i2. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOD PAVING OPERATIONS
SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LATER OF ASPHALT CONCRETE IS PLACED ON ALL CO 'GUOUS
LANES OP THE TRAVELED WAY BEFORE ITS LANES ARE OPENED FO PUBLIC TRAFFIC. AT THE END OF EACH WORK
SHEF, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT IANES SHALL NOT BE
GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON
EACH _ANE AND ALONG iHTL _
ONG'UD NfL DROP-OFF BETWEEN ADJACENT LANES. SUCHT ADDITIONAL ASPHALTT
CONCRETE `HALL BE HANJD RAKED ANDCO COMPACTED FORM TEMP 2ARY 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 THE CONFORMS WHEN PAVING OPERATIONS RESUME,
13, ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS
DETERMINED B Y ASi M U"041. RI -PLACE CEN fY SHALL BE DE
rERMINED IN ACCORDANCE WIH CALIFORNIA TEST 375.
14, IF THE J Pt,EJEN Y 0F ANY LOT 0 , PHA 7 CONCRETE S THAN 92 PERCENT OR GREATER ATF
R THAN 94
PFRC NOF THE MAXIMUNI THEORETICAL DENSITY,
THE CONTRACT}
R WILL BE ADVISED THAT THE RE URED RELATIVE
COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR. BOTH, IF NEEDED, NEED
ADJUSTMENT, ASP.A_T CONCRETE C SPREADIG
SHALL NU'r CONTINUE UNTIL THE CONTRACTOR PS NOTIFIED
FI
ED
THE CITY ENGINEER NEER OFIiE ADJUSTMENTUSTM ' i T WILL BE MADE IN J
R Ek TO MEET .Hc_ REQUIRED COMPACTION, IF
Y
SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE
REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MASRIAL THAT MEETS ]HE IN-PLACE DENSIT`!
REQUIREMENTS.
15. IF THE -TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS
THAN 90% OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENfEO BY THAT LOT SHALL BE REMOVED AND
REPLACED ATH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT
THE CONTRACTOR'S EXPENSE.
16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHAL BE DETERMINED BY:
A. q PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD,
OR
B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED
WITH PARAFFIN.
C. IN CASE OF DISPUTE, PAEROD "B" SHALL BE USED. -
17, IF THE FINISHED SURFACE OF THE. ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL
BE BROUGHT WITHIN TOLERANCE BY ETHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UNUZING 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 TOO FRANCES, 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 PAVFMFNT COLE,
AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CFNTERLtNE. ALL GROUND AREAS SHALL BE
NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE, ABRASIVE GRINDING SHALL CONFORM! TO THE
REQUIREMENTS IN THE FIRST PARAGRAPH AIDS THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCHONI," OF
THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL. BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE
"'ON FRACT02 S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHAI T REJUVENATING AGENT OR ASPHALTIC
EMULSION AS DIRECTED BY THE CITY ENGINEER.
R
19. BASE MATERIAL IN ALL CITY STREEFS INCLUDING ARTERIAL COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER MEET THE
SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 20" OF THE CAI -TRANS STANDARD
SPECIFICATIONS, LATEST EDITION, OR SHALL BE FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO
SECTION 200 -22 OF THE "GREENBOOK" WHICHALLOWS UP i0 507 of THE VOLUME TO BE RECLAIMED Ateco
. HALT
CONCRETE, PORTLAND CEMENT CONICRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE, OR A COMBINATION OF
THOSE MATERIALS - OTHER RECYCLED BASES SHALL NOT BE Al LOWED,
AGGREGATE BASE SHAD BE COMPACTED TO A AWIAJM OF 95% OF MAXIMUM DR{ DENSITY.
20, THC PAVING G CONTRACTOR 'SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD
SPECIFICATION SECTION 19-1.93 PER THE CITY OF BAKERSFIELD:
IMMEDIATELY ATET( PRIOR i, PLACING SUBSEQUENT LAYERS OF MATERIAL ]HEREON, THE r
RATING PLANE SHALL ONrOiM TO
ONE. OF THE FOLLOWING:
A. WHEN ,ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PANE, THE GRADING
PLANE AT ANY POINT SHAD_ NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE
ENGINEER.
B. WHEN SU88ASF 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.
591LS ffL ORT NO LE
I . ALL GRADING AND SITE PREPARATION SHALL CONFORM TO THIS PLAN, APPENDIX J OF CALIFORNIA BUILDING CODE AS
MODIFIED BY CITY OF BAKERSFIELD ORDINANCE NO. 4472, AND THE CEO-FECHNiCAL INVESTIGATION PREPARED BY SOILS
ENGINEERING, INC., DATED AUGUST 24, 2016, SEI FILE NO. 16-15873 AND ANY ADDENDUM THERETO. TI{ESE DOCUMENTS
SHALL BE MADE A PART HEREOF.
CITY STANDARD PLATYS
I. THE FOU OWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR
TO OBTAIN LATEST EDITION, 10-26-89, UNLESS OTHERWISE NOTED)
CITY STD. NO. DESCRIPTION CITY `.LTD. NO. DESCRIPTION
1� ST -1 CURB AND GUTTER (TYPE "A","B" FIND "C") ❑ ST -17 WIDE CROSS -GUTTER
❑ ST -2 COMMERCIAL DRIVEWAY t�Kj ST -2 DATED 6/2/99 MEDIAN CURBS (TYPE "M","M-1" AND -"
I ST -:5 SIDEWALK ❑ ST -19 HANDICAP RAMPS
ST -4 RESIDENCE DRIVEWAY ❑ ST -20 PRIVATE STREET GATES
❑ ST -5 HOUSE NUMBER FOR CURBS ❑ ST -21 REFUSE CONTAINER PAD
ST -6 DATED 1/11/99 PAVEMENT PATCHES.] ST -22 DATED 1/11/99 TRENCH BACKFILL AND COMPACTION
REQUIREMENTS
❑ 51-7 CROSS, GUTTERS ❑ D-10 SIDEWALK UNDERDRAIN
❑ ST -8 26 INCH PART CIRCLE CULVERT D-11 DRAINAGE BASIN
I ST -9 STREET SPECIFICATIONS D-14 CATCH -BASIN, TYPE "A"
ST -10 STREET SECTIONS ❑ G-15. CATCH -BASIN, TYPE "A-'1"
El S7 -10A STREET
SECTIONS � U-16 GUTTER DEPRESSIONS -
0 ST -11 STREET CROS SECTIONS ❑ SW -4 MANHOLE, TYPF "A" WITH DROP CONNECTION
ST --12 ALLEY CROSS SECTION
❑ SW -6 FRAMES &COVER FOR MANHOLES Fz CLEANOU TS
ST -1.3 SURVEY MONUMENT T-'1 STREET SIGH, POST TYPE
SI-14**ST2�F7 LIGHT, MST ARM 'F •(PE
c _ ❑ 7--3 MAJOR COLLECTOR TRANSITION
CI ST -15 CUL-DE SACS
1-17. MINIMUM ACCESS RESIGN
❑ ST -I6 STREET KNUCKLE T-34 DATED 09/99 TRAFFIC. SIGNAL INTERCONNECT - WRING
*-FIBERGLASS STREET LIGHTS NOT Al OWED AND PULL BOXES
C,gJPAt S `-TANDARD & NS
I. THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST
EDITION
T 01 JON THERE )t,.OF
CALIRANJS STD, PLAN DESCRIPTION
9 RSP A88A & B CURB RAMP DETAILS
! R
TEMPORARY
' DETAILS
�y
SUNAPEE DR
TEMPORARYD AINAME BASIN 'A'
BOTTOM OF BASIN=346.60
HIGH WATER ELEVATION -348.60
VOLUME REQJIRF
D_ 5 Z
15 C.F.
VOLUME PROVIDED -5,730 C.F.
SIDE SLOPES 2.1 MAX (U.N.O.)
I
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CHICHESTER CT
TEMPORARY DRAINAGE BASIN B
BOTTOM OF BASIN=344.70
HIGH WATER ELEVA TION=347.70
VOLUME REQUIRED=8,628 C.F.
-
f
`JOLUM-f'
PROVIDED -884a .,. F.
SIDEI
.,IDE SLOPES 2:7 k(IAX U.N.O.
STOCKDALE
RANCH DR
TEMPORARY DRAINAGE BASIN 'C'
BOTTOM OF BASIN=346.2
HIGH WATER 347.7
VOLUME RE'J UIRED=4 215 C.F.
V01-UME PROVIDE0=4,380 C.F.
SIDE SLOPES 2:1 MAX (U.N.O./
6' CHAIN LINK FENCE PER
C.O.B, STD. DWG. D-12
N
TEMPORARY DRAINAGE BASIN SECTION
N j N.T.S.
TYP.
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[] CONSTRUCT 2" x 12" THICK NOMINAL RIP -RAP -
PROPOSED EDGE OF PAVEMENT (PER CONSTRUCTION PHASE)
LIST OF ABBREVIATION,
TEMPORARY BASIN DETAILS ONLY
FG = FINISHED GRADE
NG = NATURAL GROUND
U.N 0.= UNLESS NOTED OTHERWISE
MAX = MAXIMUM
FL = FLO'PILINE
EP = EDGE OF PAVEMENT
HWM = HIGH WATER MARK
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*= EXISTING RICH "r -OF -WAY AS DEDICATED ON PARCEL MAP
12062-1 FILED FEBRUARY 22, 2016 IN HOOK 60 OF PARCEL MAPS,
AT PAGE 76 IN THE OFFICE OF "ME KERN COOLLY RECORDER.
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C PR i
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(SEE PLAN VIEW FOR STRUCTURAL SECTION)
PER GPA/ZC NO, 09�-0263
TYPICAL CROSS-SECTION
L C OSS
STOCKDALE RANCH DRIVE
F
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NOT TO SCA__
*= EXISTING RICH "r -OF -WAY AS DEDICATED ON PARCEL MAP
12062-1 FILED FEBRUARY 22, 2016 IN HOOK 60 OF PARCEL MAPS,
AT PAGE 76 IN THE OFFICE OF "ME KERN COOLLY RECORDER.
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- EXISTING ADD 0 h i
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12232 FILED OCTOBER 3, 2017 IN BOOK 60 OF PARCEL MAPS, AT
PAGE 192 IN THE OFFICE OF THE KERN COUNT" RECORDER..
CONSTRUCTION NOTES
F-11 CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. ADJUST ALL EXISTING MANHOLES, CLEANOUT;, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO
(]2 INTENTIONALLY OMITTED FINISHED GRACE PER CITY STANDARDS
E3 CONSTRUC,T WHEELCHAIR RAMP PER CALIFRANS REVISED STANDARD PLAN A88A CASE "A". J INSEAIL 9,500 LUMEN STREET LIGHT PER C.O.B. STO. DWG. ST -23 THIRD 20" AND J ---'--
XXX C'.0 B. SPECIAL PROVISION SEG'r10N 86 6.01 LIGHT EMITTING DIODE (LED) LUMINARIES J a6N J
171 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD, DING NO. 0-14 MOD'LS INCLUDE HOLOLPHANE LV'UI SERIES LEO TED GCI SERIES, CREE XSP SERIES I 'Q
r SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUf AND/ OR TAPER GRIND OR _RUIVAL£NT AS APPROVED BY CITY ENGINEER. Iles PA
SHALL BE DETERMINED BY CITY OF BAKERSFiELO ENGINEER, G CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.R. STD. DWG. ST -22. STOC KDALE RANCH— -'
[o] CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER C.O.B. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE.
STD. T-34. INTERMEDIATE PULL BOXES NOT SHOWN.
(•)] INTENTIONALLY OMITTED V5 PROPOSED SEWER MANHOLE (SE" SEWER AND STORM DRAIN PLANS)
CONSTRUCT 12' WIDE CONCRETE MULTI --USE TRAIL (4' THICK CLASS "B" CONCRETE) (SEE C.O.B. STD. LD PROPOSED STORM DRAIN MANHOLE (SEE SEWER AND STORM DRAIN PLANS)
Q DWG. ST -3. FOR CONCRETE SPECIFICATIONS, JOINTS, EIC.)r
EXIS.ING RIGHT-OF-WAY (PEN PARCEL MAP 12062-1)
Q h-
l�8PPOSED LANDSCAPE AREA SFE LANDSCAPE _ Pt.1NS-BY OTHERS. -PdOPOSED DJI-ICNAL RIGHT OF-WAYIO 8E DEDI DEDICATED PER PARCEL
MAP Y[232
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STOC AL DRIVE) AR CITY P BAKERSRELC 3
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i..
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C� ^F ) CIP
! IN (-SEE SEWER AND STORid DRAIN FLANS — � S,
PER PARCEL MAP 17062-1 RECORDED FEBRUARY 2'2., 2016 IN BOOK 60 OF PARCEL MAPS, AI PAGE 6 PROPOSED OStD o tVER MA (�Ec _ A ) i �""�' j �''�� �h
IN THE OFFICE OF THE KERN COUNTY RECORDER - _ = PROPOSED STORM DRAIN (SEE_ SEWER AND STORM DRAIN PLANS)
=j Im - f
NORTH FL = NORTH SIDE FLOWLINE STATION EXISTING EDGE OF PAVEMENT i-+-\
I 'h i o [ i
SOUTH = SOUTH SIDE FEQW�NE srATlonl SEE SHEET 2 FOR TEMPORARY DRAINAGE BASIN DETAILS I `� °��� °�s_�
CPLANI - - -.4%
ALL PLAN VIEW STATIONING IS BASED ON CENFERLINE DATA UNLESS OTHERWISE NOTED. ---\
ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA. UNLESS OTHERWISE NOTED. SEE SHEET �J FOR STRIPING �C SIGNAGE
A PAVEMENT DETAILV�`_.d����
3 SCALE 1"=30'
FUTURE PHASE B PHASE A
CONSTRUCTION CONSTRUCTION
BY SEPARATE PI -ANS 1
SU�Pp1�E. �-
��T6 PUENS� +
I \
CURVE TABLE
--
CURVE
--
RFlDIUS
LENGTH
- —
_DELTA _
TANGENT
-
C2
1[000_00
615 59'
19'21'15'"
341.04
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DATE
11729/201:1
PA JOB
No,
2709L
SHFFT
3
OF 5
SHEETS
C{3NTRi3CTI0N NTS r _I_ U
-- r_____-- j I ii QT i i I _ _-� � --CURVE TABLE 1 uo o m�B d
Y ` \ - E r i i �'^� " ` j ' CURVE RADIUS LENG I H GFLTH TANGEN y w u t; z
[1] CONSTRUCT TYPE "B" B" CURB & GUTTER PER C.0 -B. STD. DWG, ST -1. ADIUST ALL EXISTING 1ANHOLES, CLEANCUTS, VALVE COVERS, MOIIUMENT ENGAGEMENTS, ETC. TO I. J A i � I _C1_ _�- � � xzr
FINISHED GRADE PER CITY STANDARDS. I _ / ,/ --' �-a- _ ! \ i -' 1--- o z t6i
2
INTENTIONALLY OMITTED -'-- 2,1 ' ''-"''� _
X2.0% -y C2 L000 CO'._6i559' .9°21'15" 341.04 xoiszwow®�� m.4
1'y3] CCNSTRiICT WHEELCHAIR RAMP PERCAL"TR,4D1S REVISED STANDARD PLAN A86A CASE "A', '-> INSTALL 9,500 LUMEN STRFET LIGHT PER 00.0. STD. OWN. ST -23 THRU 26 AND ( ' qWG 90 '` - _ -
XXX C,OB SPECIAL PROVISION SECTION 56-6.07 LIGHT EMITTING DIODE. (LED) LUMINARIES. �'------____ '' � ` ` - -
C3 .1.. fT_ ^�Ow�UUaZm. z
MODELS INCLUDE HOLOLPHANE LYUI SERIES, LEO TEK GCI SERIES, CREF XSP SER'.ES _. _ 4 -- I C4 -- , - - - <s w z N „`. �-- NJ .�
'[4] CONSTRUCT TYPE A CATCH BASIN PER C,0.8. STD. DWG. NO. D_14 : - -- r ,,p
OR EQUIVALEhIT AS APPROVED BY CITY ENGINEER. I 9. W'w' - \� 5Q3£38 CS- I_,i- i z v 0 0 0--'
[] SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT I OCA110N OF SAWCU'I' NJ
AND/OR TAPER GRIND I---� .r ~-�9S �C _ _ I- _..__�;_.- _ ---
SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER OO CONSTRUCT SURVEY MONUMEN r ENCASEMENT PER C.O.D. STD, DWC. ST -22. _ --'-� C \ <�P �I� a9 95 -G7- C6 -- - - --
[6]
CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT' &PULL BOXES AT 400' MAX SPACING PER C.O.B. i OS C7 _--- -- a°"s <�' a-Niz tt qq `U
4 -,�z
EXISTING SURVF'Y FJG`iNt1MF!JT - PROIECT IN PLACE. I g� ��\ �h F"FP 6 s I —_ o -oc m a a p 4 U)
STD. T-34. INTERMEDIATE PULL BOXES NOT SHOWN. - - -- U_
[]] INTENTIONALLY OMITTED D FROF1OSED SEWER MANHOLE (SEE SEWER AND STORM DRAIN PLANS) I � �� I qui"i P ) -=
US u_
CONSTRUCT 1'L' MADE CONCRETE MULTI --USE ?RAIL (4" THtC✓. CI -,A55 "B" CONCRETE (SEE C.O.H. STD. 0) PROPOSED S:ORF.A DEAN MANHOLE (SEF RAWER AND STORM DRAIN PLANS} i \" � �/ �JQ � j--9 ' _, _ N z � o � P o �'o w ! � � z
DWG. ST -3. FOR CONCRETE SPEGIFICATIONS, JOINTS, ETC. _.______ _ 1D - n„z q o ppt� LL: tV
) } EX STING RICHT-OF-`AIA.Y (PER PARCEL MAP 12062-1} ( �-_, r\ I � �—��- T- � "$ fT., G � w o o � m � � "i5'j !nOj
9 PROPOSED LANDSCAPE AREA SEE LANDSCAPE PIANS -BY OTHERS). �___._... - ._ . -. C11 w'-
( ) -^ PROPOSED ADDITIONAL RIGHT-OF-WAY (TO BE DEDICATED PER PARCEL MAP 12232) I 0_ _74.17' -.F'� o
90' 'rNDF STREET RIGHT -OF -'NAY DEDICATION STOCKDALE RANCID DRIVE) TO THE CITY OF BAKERSFIELC STOCKDALE RANCH I �,C72, .145600 14827 4'19 T` ,8 4a oz>
oFzw Ing_ I._.
-- roo
�G PER PARCEL MAP 12067--1 RECORDED FEBRUARY 22, 2ti16 IN BOOK 6Q OF PARCEL MAPS, AT PAGE 75 - - - - - PROPOSED SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS} ( 5°0 i DRIVE � C14 2032 0' 540 44�Y23 31 274,So' a a � � � ? � o o y [� w � �
9 ! �C14 30.90' 4793" 91'37'41' 0D.86� z�z'-'ofii�aa [U m m
IN 7}dE OFFICE OF THE KERN COUNTY RECORDER. -_ = PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) t -- -
P STATION _. _ i oiI�-Piz�zwtlpU N td
MONTH FI_ = NORTH SIDE FLOWLINE - EXISTING EDGE OF PAVEMENT�gQ
SOUTH FL =SOUTH SIDE FLOWLIPIE STATION c c =- I '� m , Q
ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ,SEE SHEET 2 FOR TEMPORARY DRAINAGE BASIN DE TAILS I` — " -_ --- � i � � � `a w � � � �i ty
APROFILE STATIONING Is BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. DEE SHEET D FOR STRIPING & SIGNAGE PLAN — ---- � ��_ �a �� CL
i--- _ — — i �,0 0oxps
<<�o
A PAVEMENT DETAIL od"15�� '�L
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TRAIL, LANDSCAPING AND YUZ
.�. EASEMENT PER PARCEL MAP Q N
TRACT 7.,17 12232, P.M. DK 60, PG. 192 TRACT 7240
(PHASE 1)
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VERTICAL: 1"-2'
CONSTRUCT MIN. 0.50' A,C. PAVING OVER
MIN, 0.55' CL -11 AGGREGATE BASE OVER MIN. 1,00' NAT. GRD.
COMPACTED TO 95% MAX. DENSITY
T1=6.0 R=32 -
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352 - - -
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:i NOTE.: VERIFY EXISTING LO CATION AND ELEVATION
_7IJES/GN rJoIVINF PRO,,W PRIOR TO CONSTRUCHOM AND NOTIFY : 3350
' � I , .-----st- IN FIELD, .
350. m t6.2u a FIJGINEER IF TI ERE ARE ANY 06CR! PANCIES..
10.25%
66+00 ... 69+00 70+00 71+00 72+00 73 -FOO 74-1-00 75+00 76+00
,I W rn I V NORTH FLO INE PROFILE
o0Ri,7
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W FIELD, PRIOR TO CONSTRUCTION AND NOTIFY 3 Q
.350. _�' . 1-WFS1GN F/O#ZM/F" ENGINEER IF THERE ARF. ANY DISCREPANCIES.: - .
4n.zsx
66+00 69+00 70+00 71+00 72-F00 73+Ofl 74+00 75+00 76+00
SOUTH FLO LINE PROFILE
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DATE DA7E tti29lzo17
BY, FRED w 16�_RTER__,_RCF 33448 XR. N LEA JOB No. _ 2709L
SHEET -
i
t3r 7I f
[COS�RECORDS No. 'l OF 5 SHEETS
RQADSIDE SIGN & PAVERAENT DELIN ATION NOTS
1. TRAFFIC STRIPING, PAVEMENT LEGENDS, ^u RECESSED MARKERS SHALL BE
PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006 AND
THE CALIFORNIA MUYCD CURRENT EDITION,
2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC).
J. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING.
ALL CONFLICTING RAISED PAVEMENT MARKERS SHAH BY PRIED OFF AND
ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL
SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE
FOG SEALED.
4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER
THE CALIFORNIA MUTCO CURRENT EDITION.
5. ALL POSTS SHALT_ BE PER CITY STANDARD OR APPROVED EQUAL.
6. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT
TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT.
7. STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHAH BE
THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD
SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE.
8. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS
STANDARD SPECIFICATION PTH-02ALKYD
9, ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING,
PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND
INSTALLED BY THE CONTRACTOR.
10. LANE WIDTHS SHOWN ON THE PLAID ARE DIMENSIONED FROM FACE OF CURB
TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES.
11. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO
REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATONS
SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.
PAVEMENT DELINEATION LEGEhlD
INSTAI 1. TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A208,
OX) AND A200. NUMBER INCDINDICATES DETAIL, NO. ON STANDARD PLAN.
,W INSTALL 12" WHITE CROSSWALK LINE AS SHOWN.
(LL� INSTALL 12" 'WHITE LIMIT LINE AS SHOWN PER CALTRANS STD. PLAN A24E
REMOVE ALL EXISTING PAVEMENT MARKINGS AND%OR TRAFFIC STRIPING IN
C�
CONFLICT WThI NEW CONSIRUCTION (TYPICAL).
t- INSTALL TYPE iV(R) WHITE ARROW CENTERED IN LANE AS SHOWN PER CALTRANS
STD. PLAN A24A
INSTALL. TYPE !V(L) WHITE ARROW GEN "TIERED IN LANE AS SHOWN PER CALTRANS
STD. PLAN A24A
INSTALL TYPE VII(R) WHITE ARROW CENTERED IN LANE AS SHOWN PER CALTRANS
ap
STD. PLAN A24A
AINSTALL "BIKE LANE" LEGEND AND ARROW AS SHOWN PER CALTRANS "STD. PLAN A240
STOP INSTALL WHITE "STOP" LEGEND AS SHOWN PER CALTRANS STD. PLAN A24D
STOP IISTAU WHITE "STOP AHEAD" LEGEND AS SHOWN PER CALTRANS STD, PLAN A240
AHEAD
NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY
CONDITIONS REMAIN THE SAME AS SHOWN IN TETE APPROVED PLANS. SHOULD
CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED 10 THE
CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING.
SUNAPEE
DRIVE
(BY SEPARATE P
SIGN CODES
OM1 -3 - YELLOW DIAMOND OBJECT MARKER
0612-2V
INSTALL NEW SIGN ON EXISTING
TYPE 11 VERTICAL OBJECT MARKER
01
's �
RED DIAMOND OBJECT MARKER
SNS
REMOVE EXISTING SIGN
STREET NAME SIGN
SNS -METRO
-"-
METRO STREET NAME SIGN
Rl-1
U
STOP SIGN
R3 -5(R)
uj
RIGHT TURN ONLY
R4-7
M
DIVIDED ROAD
R5-1
N
DO NOT ENTER
R6 -1(R)
ti
ONE WAY (RIGHT)
R7-9
a
NO PARWNG BIKE LANE.
Rif -2
I
ROAD CLOSED
R26(CA)
--11/29/2017
NO PARKING ANYTIME -
R81(CA)
-•-
BIKE LANE
Wl-6 (R)
ONE -DIRECTIONAL LARGE ARROW SIGN (RIGHT)
W1-6 (L)
ONE -DIRECTIONAL LARGE ARROW SIGN (LEFT)
W1-7
TWO -DIRECTIONAL LARGE ARROW SIGN
V3-1
w
STOP AHEAD
W3-3
".
SIGNAL AHEAD
W31(CA)
END
NOTE: SIGN
CODES ARE FEDERAL CODES
UNLESS OTHERWISE
INDICATED BY (CA).
(CA) INDICATES
CALIFORNIA CODES.
SIGN LEGEND
EXISTING SIGN TO REMAIN
INSTALL NEW 1 POST SIGN.
INSTALL. NEW 2 POST SIGN.
53,Agv�
s oipl E R�PNsi W3IA cP) -
pA�' TRAG7 731
is N� (PHASE 2) -
_ SNS
METRO
TRACT 7317
(PHASE 2)
( ! i cA DC7
INSTALL TEMPORARY TYPE 3— ) - ` sC�o>L 1
BARRICADE ON SKIDS WITH (3) OM4-3 ( _ - _ �'� `"" a
AND (1) W31 (CA) (RELOCATE FROM TRACT 7317 - _ -- �'� �� l� e
PADDINGTON STREET) (PHASE 5) - _ _ ) ' //- R26 ),
'9 �it22g
�„j(-A)
�IR26
�'(CA) --- -- _-_---
SNS
METROTRO-ice rn
Zn --7 I - c"'� `-' w 26 /
�� I H 65
rTl 5; I> 9
> n I R26
-
I-
�-
TRACT 7317
(PHASE :3)
INSTALL NEW SIGN ON EXISTING
ZI
STREET LIGHT STANDARD.
's �
RELOCATE EXISTING SIGN.
REMOVE EXISTING SIGN
(SALVAGE TO CONTRACTOR).
-"-
SIGN LOCATION
53,Agv�
s oipl E R�PNsi W3IA cP) -
pA�' TRAG7 731
is N� (PHASE 2) -
_ SNS
METRO
TRACT 7317
(PHASE 2)
( ! i cA DC7
INSTALL TEMPORARY TYPE 3— ) - ` sC�o>L 1
BARRICADE ON SKIDS WITH (3) OM4-3 ( _ - _ �'� `"" a
AND (1) W31 (CA) (RELOCATE FROM TRACT 7317 - _ -- �'� �� l� e
PADDINGTON STREET) (PHASE 5) - _ _ ) ' //- R26 ),
'9 �it22g
�„j(-A)
�IR26
�'(CA) --- -- _-_---
SNS
METROTRO-ice rn
Zn --7 I - c"'� `-' w 26 /
�� I H 65
rTl 5; I> 9
> n I R26
-
I-
�-
TRACT 7317
(PHASE :3)
CHICHESTER
COURT
(g`( SEPARATE PLANS)
STATRON 64+24 - 70+00
;'
II '--2110r SP,�CIfIG PLF,tJ
"`f I TRACT 7317 co.Q. Rtwo Jnoncrwgv043gR �E
(PHASE 2) ` 044-04
0--_ —
I � N
-- �-� --, _' � NG. -_ n - —
\ \ -- + ' 0*
-- ---- - - - ---- -- ...---- — --- - -----
I 1 _H 1
CEJ'
T.
TRACT 7317
(PHASE 1)
I
TRACT 7317
(PHASE 1) HORIZONTAL: 1"-40'
TRACT 7240
_ f1'
a
EXISTING STRIPING U
C. H'
N
�x
w
Q�
- _ On
NOTE: REMOVE EXISTING TEMPORARY BARRICADE
ON SKIDS AT PADDINGTON STRFET AND
STOCKDALE RANCH DRIVE RELOCATE TO
CHICHESTER COURT (SHOWN ABOVE)
RECORD DRAWING
TRACT 7240 /
91
RY rDEC? §� PORTER, yRCE 3448 EXR
ATE
RECORDS No.
U)
ZI
26
's �
U)
CHICHESTER
COURT
(g`( SEPARATE PLANS)
STATRON 64+24 - 70+00
;'
II '--2110r SP,�CIfIG PLF,tJ
"`f I TRACT 7317 co.Q. Rtwo Jnoncrwgv043gR �E
(PHASE 2) ` 044-04
0--_ —
I � N
-- �-� --, _' � NG. -_ n - —
\ \ -- + ' 0*
-- ---- - - - ---- -- ...---- — --- - -----
I 1 _H 1
CEJ'
T.
TRACT 7317
(PHASE 1)
I
TRACT 7317
(PHASE 1) HORIZONTAL: 1"-40'
TRACT 7240
_ f1'
a
EXISTING STRIPING U
C. H'
N
�x
w
Q�
- _ On
NOTE: REMOVE EXISTING TEMPORARY BARRICADE
ON SKIDS AT PADDINGTON STRFET AND
STOCKDALE RANCH DRIVE RELOCATE TO
CHICHESTER COURT (SHOWN ABOVE)
RECORD DRAWING
TRACT 7240 /
91
RY rDEC? §� PORTER, yRCE 3448 EXR
ATE
RECORDS No.
U)
ZI
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U)
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0
0 06
U
0
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i i1
uj
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CDS TE
PA JOB No. 2709E
--11/29/2017
(SHEET
Or 5SHEETS