HomeMy WebLinkAbout1.1-72371. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION i4ic61TY�
CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN �R -
NOTICE. a;•
2. ALL COMPACTION TESTING SHALL BE THE RESPONSIBIL.ITY OF THE
DEVELOPER MD SHALL BE PROVIDED BY THE ENGINER, NUMBER
AND LOCATION OF !, ■r i DETERMINED
BY THE CITY ENGINEER OR HIS AUTHORIZED AGENT.
STAMPED ON `C OF 1 LOCA-
TION OF LATERAL
4. IT IS THE RESPONSIBIL.ITY
OF
ALL UNDERGROUND
w i. }.. ♦ • !.• TO ENSURE
t • IMPROVEMENTS, • • OF
STREET RIGHT OF !i: ' E} PRIOR TO THE
START OF , CONSTRUCTION j .,
5. WITH THE EXCEPTION OF THOSE it RETURNS, SIGNS
MD STRET LIGHTS SHALL BE INSTALLED AT THE
EXTENSION OF ! BEEN
ENSUREINDICATED ON THESE PLANS. THE CONTRACTOR SHALL
r SIGNS PROPERLY
SIDEWALK6. SIGN PMELS SHALL BE MOUNIIED ON POSTS WITH HAWKINS M2G
SERIES BOLT AND VMDAL PROOF NUT ASSEMBLY OR EQUAL
ROADSIDE SIGNS INSTAU.ED PER STD. T-19 SHALL BE LOCATED
WITHIN a FROM B.
7. MY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE
BACKFIUED AND COMPACTED PER CITY STANDARD ST -22.
• OPEN STREET PERMIT
• •. OBTAINED
FROM
OF
BAKERSFIELD PUBIJC WORKS DEPARTMENT PRIOR TO MY WORK BEING
PERFORMED WITHIN EXISTING ACCEPTED STRET RIGHT-OF-WAY. UNLESS
SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN
APPROVED ENGINERS ESTIMATE FOR WORK PERFORMED WITHIN THE
RIGHT-OF-WAY AND INSURANCE SHALL BE
OF THE
PONIT
9. STRETUGHT WMINAIRES ARIE TO BE LED AS SPECIFIED IN COB SPECIAL
PROVISONS SECTION 86-6.01 OF isINCLUDE:
r-! AUTOBAHN
LEO
CRE XSP/XSPR SERIES AND OTHMS ON APPROVAL UST
OR AN EQUIVALENT 71si ; (N
r1Q UNDWOUND SERVICE ALERT SiALL BE CONTACTED M (2) WMMDAYS PRIOR TO CONSTRUCTION. (1-M-642-2444)
ASPHALTASPHALT CONCRETE PAVING NOTEL
1. CONCRETE'Bl. ASPHALT CONCRETE,
SPEC-
IFICATIONS� WFIED� FOR ALL ARTERIAL AND COU.ECTOR STREETS MD TYPE V
MmWFIED FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS
} THESE SPECIAL PROVISIONS.
2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL
AGGREGATE FOR TYPE -A- (moDinED) OR TYPE B (MODIFIED) ASPHALT
CONCRETE !4 !'' / THE REQUIREMENTSOF i
FOR 31e MAXIMUM,1 1
3. ASPHALT BINDER FOR TYPE *9 (MODIFIED) ASPHALT CONCRETE SHALL BE
PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE
CITY ENGINEER. ASPHALT BINDER FOR TYPE -8- (MODIFIED) ASPHALT CONCRETE
SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED
BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE
REQUIREMENTS IN THE TABLE FOR 'STEAM -REFINED PAVING ASPHALTS!, IN SEC11ON
• i 'GRADES, OF r,'! SPECIFICATIONS.
4. THE AMWNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE
SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CAUFORNIA
TEST Il 367 USING SAMPLES OF PROPOSED FOR USE IN
WORK.THE i OF • BINDER BE APPROVED :
BY THE CITY ENGINEER.
5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR
SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINERS REVIEW AND APPROVAL
OF AGGREGATE } ASPHALT SOURCES.
STANDARDB. DOCUMENTAIION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED
IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02,
"AGGREGAW, OF THE SPECIFICATIONS AND THESE SPECIAL
PROVISIONS. l SAND EQUIVALENT
RESULTS SHALL NOT BE OLDER •yMONTHS. OTHER
TESTS RESULTS SHALL BE NO OLDER THAN i
C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDMCE WITH
THE CAUFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE
DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG
THEORETICALTHE DENSITY OF THE DESIGN MIXTURE) 1,
BY ASTM D-2041. / #l'
REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE,* OF THE STMDARD
spEcincooNs MD PROVISIONS. DATA !
SHOWS • SUBSTANTIALLY
DESIGNWAS, .. lTHE DESIGN, THRE (3) YMS OLD.
THE CONTRACTOR SHALL BEAR Ali C! ! 1 WITH THE ASPHALT
CONCRETE DESIGN.
WHERE6. NEW ASPHALT CONCRETE PAVEMENT TO CONFORM
TO EXISTING PAVED
EITHERSURFACES, THE EASTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT UNE,
PARALLEL i-• PERPENDICULARf THE CENTERUNE OF THE STRET,
A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT
7. A PRIME COAT i REQUIRED ON NON -PAVED AREAS TO BE
SURFACED PRIOR Ti THE PLACEMENT ASPHALT CONCRETE -HOWEVER,
ALL OTHER REQUIREMENTS OF SECTION 39-4.01, SUBGRADEm OF THE
STMDARD SPECIFICATIONS SHALL BE MEL
& THE AREA TO WHIM PAINT BINDER HAS BEEN APPUED SHAIL BE CLOSED TO
PUBUC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL
ONTO THE EXISTING PA"ENT SURFACE BEYOND THE UMITS OF CONSTRUCTION.
9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE
LOCATIONS OTHERWISE PERMITTED BY THE ENGINEER.
11ti
E-CONSTUCTION CONFERENCE WILL BE REQUIRED
�. CONTACT THIS PROJECT. CONSTRUCTION
DIVISION AT LEAST 10 WORKINGDAYS PRIOR TO THE DESIRED START OF CONSTRUCTIONTO SET UP AN APPOINTMENT FOR PRE- CONSTRUCTIONCONFERENCE. $1
Drawing File: 7237STRFS
10/30/2017
10. INTERSECTIONS MD TAPERED SHOULDERS SHAL1. BE SURFACED AS DIRECTED
BY THE CITY ENGINEER. ADDITIONAL A• CONCRETE
PLACED .!;} CONNECTIONS AND PRIVATE DRIVES,SHOWN ON
THE PLANS AND AS DIRIECTED BY THE CITY ENGINER, AND SHALL BE HAND
RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS.
11. WERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE
IS 0.15 FOOT OF LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A
MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT
ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT
GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING
SHIFT OF NORMAL PAVING OPERATIONS. ADD11IONAL ASPHALT CONCRETE SHALL
BE PLACED ALONG
r DROP-OFFS i,. LANE. SUCH
ADDITIONAL i ' i RAKED AND COMPACTED TO
FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBIJC TRAFFIC.
KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER
THE CONFORMS TO FACIUTATE THE REMOVAL OF THE CONFORMS WHEN
PAVING f diRESUME
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 CONCRETE IS PLACED ON ALL
CONTIGUOUS OF THE IRAVO.ED WAY BEFORE•E1
TRAFFIC.TO PUBLJC } OF EACH WORK
BETWEEN
THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT
BE GREATER THAN 10 FEEL ADD111ONAL ASPHALT CONCRETE SHALL BE PLACED
ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADD11IONAL ASPHALT
CONCRETE SHALL BE HAND RAKED AND COMPMED TO FORM TEMPORARY CONFORMS
BEFORE THE LANES ARE OPENED TO PUBUC TRAFFIC. KRAFT PAPER, OR OTHER
APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACIUTATE
THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME.
13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT
OF #' DENSITY AS DETERMINED BY ASTM D-2041.
IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA
TEST 375.
14. F THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN
92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL
DENSITYTHE CONTRACTOR WILI BE ADVISED THAT THE REQUIRED RELATIVE
COMPAC11ON IS NOT BONG ATTAINED AND THAT THE MATERIALS OR PROCEDURES
OR BOTH, IF NEDED, ARE M BE ADJUSTED. ASPHALT CONCRETE SPREADING
OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE
CITY ENGINEER OF THE ADJUSTME14TBE MADEORDERi MEET THE
REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT
MET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT
SHALL BE
DENSITY i
CONCRETE15. IF THE TEST RESULTS FOR MY LOT OF ASPHALT CONCRETE INDICATE THAT
THE RELATIVE COMPACTION IS OTHER LESS THAN 90% OR MORE THAN 96% ,
THE ASPHALT REPRESENTED BY THAT LOTREMOVED AND
• 1 WITH MATERIAL,! DENSITY REQUIREMENT.
THE CORRECTIVE WORK SHALL BE AT THE CONTRACT12S 49EN.T.
4. THE FIM DENSITY ifr COMPACTO) A ALT CONCRETE SHALL BE DETERMINED BY:
A. A PROPERLY ■
RATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, ORB. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTINQ
ZJNC STEARATE MAY BE
FINISHEDC. IN CASE OF DISPUTE, METHOD *B` SHALL BE USED.
17. IF THE SURFACE OF THE ASPHALTCONCRETE DOES NOT
SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY OTHER:
A. ABRASIVE GRINDING WITH EQUIPMENT U11UZED DIAMOND BLADES,
B. REMOVAL } REPLACEMENT, OR
C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY.
THE i/ BE SELECTED BY THE CITY EIGNEER.
i.. !.•
SHALL BE , ,• ,•
:. IF ABRASIVE GRINDING i TO BRING THE FINISHED TO
NEARESTSPECIFIED SURFACE TOLERMCES� ADDITIONAL GRINDING SHALL BE PERFORMED,
AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL UMITS
OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND PARALLEL TO, THE
OR
PAVEMENT
, ill 1 THE TRANSVERSE OF GRINDING
ARE NORMAL TO THE PAVEMENT CENTERUNE. ALL GROUND AREAS SHALL CONFORM
TO THE REQUIREMENTS• l THE LAST FOUR
PARAGRAPHS OF ! !Z *CONSTRUCTIOW,OF . , : «, SPECIFICATIONS.
A FOG SEAL COAT SHALL BE APPUED TO ALL FINISHED ASPHALT SURFACES AT THE
CONTRACTOR'S FOG SEAL i REJUVENATING
•
AGENT OR ASPHALT EMULSION AS DIRECTED BY THE CITY ENGINEER.
19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE
BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE -GREENBOOK . BASE MATERIAL
FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS
BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE 'GREENBOW ....... WHICH ALLOWS
• TO a" OF fg TO BE RECLAIMED ASPHALT CONCRETE • 1 CEMENT
BASESCONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF
THESE MATERIALS. OTHER RECYCLED BE
BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY.
!' PAVING CONTRACTOR SHALL GRADE' , THE FOLLOWINGMODIFIED
CALTRANS STAISIDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD:
IMMEDIATELY PRIOR ! PLACING ; v ¢ OF 1,
GRADING! i' TO THE FOLLOWING:
A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON
ON THE GRADING PLANE, THE GRADING PLANE AT MY PONT SHALL NOT VARY MORE
THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABUSHED BY THE ENGINER.
B. MEN THE SUBBASE OR BASE • (OTHER THAN ASPHALT C,• ,• BASE)
IS !PLACED f +,, •,1 POINT
•
NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABUSHED BY THE
ENGINEER.
21. ANY PUBUC FACIUTIES IN STREET RIGHT-OF-WAY PROPERTY
rip• s ARE FRONTAGE s ,;: ;
WHICH ri ri OR
DAMAGED
WILI . : • ♦ r RECONSTRUCTION
i i•. REPAIR
AS DETERMINED BY CITY ENGINEER.
22. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT
CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD
CONDITIONS } REVISED
,, iSTRIPING PLAN SHALL BE SUBMITTED TO
THE CITY i• APPROVAL 10 DAYS PRIOR TO PAVING.
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TRACT No. 7237
CONSTRUCTION PLANS
STREET PLAN • PROFILE
CHISELED *0* #
• r NORTHERLY
♦ r •
ELEVATIONRETURN AT THE N/E CORNER OF PALM RANCH
AND COCO PALM.
:1
BENCH MARK SET:
! 1 iSOUTH
CORNER
OF ALLEN ROAD
1 •x `
ELEVATION 362.06
x
ROSEDALE HWY. 00
Ln
00
� �
� Q
HINAULT
I DRIMHALL I RD.
BASIS OF BEARI s
"THE BEARING OF N 89°.9'04-" E ALONG THE TRACT BOUNDARY OF HINAUL T ROAD
AS SHORN ON TRACT 6436 ,UNI T 3 RECORDED IN BOOK 54 A T PAGES 137-138
OF MAPS WAS TAKEN AS THE 'BASIS OF BEARINGS SHOWN HEREON"
�Q ROSEDALE HIGHWAY.
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BOOK 53 OF MAPS, PAGES 36 - 38
LI FC.O.B.
STANDARDS E HIV:
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BASIS OF BEARI s
"THE BEARING OF N 89°.9'04-" E ALONG THE TRACT BOUNDARY OF HINAUL T ROAD
AS SHORN ON TRACT 6436 ,UNI T 3 RECORDED IN BOOK 54 A T PAGES 137-138
OF MAPS WAS TAKEN AS THE 'BASIS OF BEARINGS SHOWN HEREON"
�Q ROSEDALE HIGHWAY.
�cily HINAI
TRACT NO. 6036 - UNIT 3
BOOK 53 OF MAPS, PAGES 36 - 38
LI FC.O.B.
STANDARDS E HIV:
TEPE
XTR
PE 6036
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- CURB AND GUTI`ER TYPE "B"
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ADDITIONAL
OWNER: BAILEY
20 ; • ,
BAKERSFIELD, CA 93312
SUBDIVIDER: KELLY BAILEY
9200 :' i ,
BAKERSFIELD, CA 93312
ENGINEErr
: SMITHTECH USA, INC.
142417TH
l STREET
B SSFIELD, CA :.
DW - DRIVEWAY
• • BEGIN CURVE r •
!
ECR
D CURVE RETURN
# POINT INTERSECTION
EC - END CURVE
• BEGIN
G CURVE
i •
r POINT INTERSECTION VERTICAL CURVE
O POINT O, VERTICAL CURVE
s BEGIN
G rA CURVE
1 !
EVC - END VER11CAL CURVE
PRC - POINT OF REVERSE CURVE
PCC - POINT OF COMPOUND CURVE
I``I w1 off
NOM- •<, !
CROSS SECTION 6 0 RjW___
OF =ti , S,}
P A LOCAL
1 STREET
6 L OVER `.-4 i + is
! 1 i f O.G.
i • *. •. • • s �.r r i s s
. . r
VIA
WMINAIRES SHALL BE i #1 ! PHOTOCELL
(ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT
CITY OF :, `+ i lSTREET SPECIFICATIONS.
NOTE TO STAMP A mC* ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATION.
WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET UGHTS SHALL BE
INSTAL.LED AT THE EXTENSION OF THE NEAREST LOT UNE TO WHERE THEY ARE SHOWN HEREI
INSTALL BLUE MARKERS AT CENTERUNE FOR FIRE HYDRANT LOCAPONS.
ADA COMPLIANT DRIVEWAYS
i r •' r• r
• i
4 �OFESSIOE.
���
w No. 35473 m
a 9/30/19
i�
9 CIVIL St��
Q�' CALt��4
n
1 �
REVIEWED BY:
TRAFFIC ENGINEER.-
REVIEWED
NGIN EER:
RENEWED Y..
B_..._.._....__..__..�._.a_.�.�_._.....� ___ �.
ASSISTANT PUBLIC WORKSDIRECTOR
.r
APPROVED BY.
NICOLAS G� FIDLE C. 61069 EXP. 12-31-18
PUBLIC WORKS DIRECTOR
CITY OF BAKERSFIEL
TRACT NO. 6036 - UNIT 3
BOOK 53 OF MAPS, PAGES 36 - 38
LI FC.O.B.
STANDARDS E HIV:
VICINITY
STI
- CURB AND GUTI`ER TYPE "B"
N.T.S.
WITH COMBINA TION SIDEWALK
A.P.N.: P TN, 495-460-13-00
D-12
- STANDARD CHAIN LINK FENCE
SUMMARY
IMPROVEMEWS-w
D- I3
- STANDARD CHAIN LINK CA TES
6" CURB & GUTTER
425 L.F.
D- 14
- STANDARD CATCH BASIN TYPE FA's
4' CONCRETE SIDEWALK
1,913 S.F.
ST -22
- STANDARD SURVEY MONUMENTINDEXA.C.
6' CONCRETE DRIVEWAY
PAVING (749 S.F.)
1,026 S.F.
11 TONS
ST -10
- STANDARD CURB RAMP
s�. BTS
11
LEGAL
DESCRIPTION
PLAN A -88A
-(CAL7RANS) STANDARD CIURB RAMP
H T. 0.
HET C IP
425 L.F.
F
CASE -A
1.
TITLE SHEET
LOT 12 OF TRACT 6036, UNIT THREE, I THE CITY OF BAKERSFIELD,
ST -7
- STANDARD RESIDENCE DRIVEWA Y
(ADA COMPLIANT)
HINAULT DRIVE
COUNTY OF KERN STATE � F S PER MAP RECORDED
CALIFORNIA,'
ST- 14-17
- STANDARD STREET CROSS SECTIONS
3e
COCO PAL COURT
FEBRUARY 14, 2006 IN BOOK 4, PACE 137 OF MAPS, IN THE
ST --2
- STANDARD MEDIAN CURBS TYPE "M"
OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.
ST -2J
- STANDARD STREET LIGHT "MAST ARM" TYPE
ST -9
- STANDARD RESIDENTIAL CROSS GUTTERS
i=34
- STANDARD TRAFFIC SIGNAL INTERCONNECT,
>_
WIRING AND PULL BOXES
�
�
HINAULT DRIVE
T- I
- STANDARD STREET SIGN (POST TYPE)
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ADDITIONAL
OWNER: BAILEY
20 ; • ,
BAKERSFIELD, CA 93312
SUBDIVIDER: KELLY BAILEY
9200 :' i ,
BAKERSFIELD, CA 93312
ENGINEErr
: SMITHTECH USA, INC.
142417TH
l STREET
B SSFIELD, CA :.
DW - DRIVEWAY
• • BEGIN CURVE r •
!
ECR
D CURVE RETURN
# POINT INTERSECTION
EC - END CURVE
• BEGIN
G CURVE
i •
r POINT INTERSECTION VERTICAL CURVE
O POINT O, VERTICAL CURVE
s BEGIN
G rA CURVE
1 !
EVC - END VER11CAL CURVE
PRC - POINT OF REVERSE CURVE
PCC - POINT OF COMPOUND CURVE
I``I w1 off
NOM- •<, !
CROSS SECTION 6 0 RjW___
OF =ti , S,}
P A LOCAL
1 STREET
6 L OVER `.-4 i + is
! 1 i f O.G.
i • *. •. • • s �.r r i s s
. . r
VIA
WMINAIRES SHALL BE i #1 ! PHOTOCELL
(ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT
CITY OF :, `+ i lSTREET SPECIFICATIONS.
NOTE TO STAMP A mC* ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATION.
WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET UGHTS SHALL BE
INSTAL.LED AT THE EXTENSION OF THE NEAREST LOT UNE TO WHERE THEY ARE SHOWN HEREI
INSTALL BLUE MARKERS AT CENTERUNE FOR FIRE HYDRANT LOCAPONS.
ADA COMPLIANT DRIVEWAYS
i r •' r• r
• i
4 �OFESSIOE.
���
w No. 35473 m
a 9/30/19
i�
9 CIVIL St��
Q�' CALt��4
n
1 �
REVIEWED BY:
TRAFFIC ENGINEER.-
REVIEWED
NGIN EER:
RENEWED Y..
B_..._.._....__..__..�._.a_.�.�_._.....� ___ �.
ASSISTANT PUBLIC WORKSDIRECTOR
.r
APPROVED BY.
NICOLAS G� FIDLE C. 61069 EXP. 12-31-18
PUBLIC WORKS DIRECTOR
CITY OF BAKERSFIEL