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Y 9
CONTRACTOR SHALL CONTACT 811 FOR
LOCATION OF ALL UTILITIES. AT LEAST 72
HOURS FOR TO BEGINNING CONSTRUCTION
SET SITE B81CM ZARK
SIDEWALK APPROXIMATELY 100.5 FEET WEST AND 2.6 FEET
ELEVATION:SOUTH OF SE CORNER OF PROPERTY
r ::
BASIS OF BEARING:
THE CENTERLINE OF ROSEDALE HIGHWAY SHOWN AS S89*08'01"E, PER RECORD
OF # 3430 ' PG. 147 WAS USED AS THE BASISOF
BEARINGS FOR THIS SURVEY. THE RIGHT OF WAY FOR ROSEDALE HIGHWAY AND
HENRY
PER
CALTRANS
RELINQUISHMENT
# ,• ON
r
COUNTY SURVEYOR'S OFFICE AS FIr MAP PG. 5 AND THE ROAD
DEDICA11ON PER BK 3262, PG. 831, O.R. FOR HENRY LANE WERE BOTH ROTATE1
TO MATCH THE BASIS OF BEARINGS HEREON.
OWNER INFO:
DANNY NUNEZ
4000 SKOKIE DR.
BAKERSFlELD, CA 93306
661-858-4469
DANNY.NUNEZOTACOSLAVILLAMGBRANDCO.COM
APN: 452-060-23
1
SHEET INDEX
SHEET DESCRIPTION
C -1A COVER SHEET
COUNTY C-1.1 GENERAL NOTES
SURVEYORS NOTE: c-2.0 HENRY LANE PLAN AND PROFILE
THE BOUNDARY INfORMA710N SHOWN HEREON IS � CIN C-2.1 CITY STANDARDS
BASED UPON RECORD INFORMATION, A BOUNDARY I U
RETRACEMENT WAS NOT PERFORMED FOR THIS
PLAN. IT IS RECOMMENDED THAT THE BOUNDARY
BE LOCATED PRIOR TO PLACEMENT OF ANY Illml W
STRUCTURES ON THE PROPERTY. ,.,
FLOOD ZONE:
NONE
ENGINEER INFO:
ROGER D. HANEY, P.E.
9513 SLEEPY HOLLOW LANE,
BAKERSFlELD, CA 93311
661-444-5563
RDHENGINEERINGOYAHOO.COM
LEGEND
ITEM
x
E
r
- LOCAL STREET
99 C.Y.
i
FS 104.04
- ASPHALT CONCRETE PAVING (0.40')
Ak -dam
EXISTING WATER MAIN & SIZE
59 L.F.
F
---S6---
EXISTING SANITARY SEWER PIPE & SIZE
TC
= TOP OF CONCRETE
— — SD1 & ---- --
}
K
= K—VALUE
r -'
L_ J
EXISTING UTILITY VAULT
AP
= ANGLE POINT
-rte
i
t
A.D.
= GRADE CHANGE
q` s
6
EXISTING FENCEL.INE
= PROPOSED GRADIENT
- - - - - -
EXISTING EDGE OF PAVEMENT
BC
s
x
{
BCR
.o � 5• SF x
,it M
EXISTING VALVE BOX
N,
= BEGIN VERTICAL CURVE STATION
302 a°
s
SHEET INDEX
SHEET DESCRIPTION
C -1A COVER SHEET
COUNTY C-1.1 GENERAL NOTES
SURVEYORS NOTE: c-2.0 HENRY LANE PLAN AND PROFILE
THE BOUNDARY INfORMA710N SHOWN HEREON IS � CIN C-2.1 CITY STANDARDS
BASED UPON RECORD INFORMATION, A BOUNDARY I U
RETRACEMENT WAS NOT PERFORMED FOR THIS
PLAN. IT IS RECOMMENDED THAT THE BOUNDARY
BE LOCATED PRIOR TO PLACEMENT OF ANY Illml W
STRUCTURES ON THE PROPERTY. ,.,
FLOOD ZONE:
NONE
ENGINEER INFO:
ROGER D. HANEY, P.E.
9513 SLEEPY HOLLOW LANE,
BAKERSFlELD, CA 93311
661-444-5563
RDHENGINEERINGOYAHOO.COM
LEGEND
ITEM
79 L.F.
- LOCAL STREET
99 C.Y.
- EARTHWORK
FS 104.04
- ASPHALT CONCRETE PAVING (0.40')
— -- -W12- -- —
EXISTING WATER MAIN & SIZE
59 L.F.
= PROPOSED GRADE ELEVATION
---S6---
EXISTING SANITARY SEWER PIPE & SIZE
TC
= TOP OF CONCRETE
— — SD1 & ---- --
EXISTING STORM DRAIN PIPE & SIZE
K
= K—VALUE
r -'
L_ J
EXISTING UTILITY VAULT
AP
= ANGLE POINT
-rte
EXISTING DRIVE APPROACH
A.D.
= GRADE CHANGE
EXISTING FENCEL.INE
= PROPOSED GRADIENT
- - - - - -
EXISTING EDGE OF PAVEMENT
BC
= BEGIN CURVE
EXISTING FIRE HYDRANT
BCR
= BEGIN CURB RETURN
Dd
EXISTING VALVE BOX
BVCS
= BEGIN VERTICAL CURVE STATION
302 a°
EXISTING -TOPO POINT
BVCE
= BEGIN VERTICAL CURVE ELEVATION
EC
=END CURVE
®
EXISTING WATER METER
M.D.D.
= MAXIMUM DRY DENSITY
�-- 303 ~-'
EXISTING CONTOUR W/ELEVATION
EVCS
= END VERTICAL CURVE STATION
•- --
STREET R/W
EVCE
= END VERTICAL CURVE ELEVATION
-•-•-•-•--•-
SAWCUT LINE
FL
= FLOWLINE
EXSITNG CATCH BASIN
FS
= FINISHED SURFACE
ELEV
= ELEVATION
NEW PAVEMENT
BGN
=BEGIN
GB
= GRADE BREAK
STA
= STATION
PVI
= POINT OF VERTICAL INTERSECTION
POVC
= POINT ON VERTICAL CURVE
CL
= CENTERLINE
C.O.B.
= CITY OF BAKERSFlELD STANDARDS
201
= DISTANCE LEFT OF CENTERLINE OF ROAD
20'R
= DISTANCE RIGHT OF CENTERLINE OF ROAD
w
R00
--a --{}has —
CL ROSEDALE HY
S89'08'01 "E
BASIS OE FEARING
KEY MAP
GRAPHIC SCALE
30' 15' o' 15' 30'
( IN FEET)
1 inch = 30 ft.
HENRY LANE IMPROVEMENTS
QUANTITY
ITEM
79 L.F.
- LOCAL STREET
99 C.Y.
- EARTHWORK
15.6 TONS
- ASPHALT CONCRETE PAVING (0.40')
9.6 C. Y.
- CLASS 2 AGGREGATE BASE (0.50')
59 L.F.
- 6" P.C.C. CURB & GUTTER
134 L.F.
- SAWCUT EXISTING PAVEMENT
425 S.F.
- 4" THICK SIDEWALK
392 S.F.
- 6" THICK DRIVE APPROACH
42 L.F.
- 12' WIDE X -GUTTER
PEDRO J. PEDROZA
Land Surveying
and
Civil Engineering Services
425 19th Street
Bakersfield, Ca 93301
P. 661.578.1357
pjpedroza@gmail.com
ENGINEER'S S
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND, TO THE BEST OF
MY KNOWLEDGE AND BELIEF, COMPLY NTH CITY OF BAKERSFlELD ORDINANCES, STANDARDS AND DESIGN
CRITERIA AND THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW
BOARD. ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA
ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CONDITIONAL USE
CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. ..—.
pROFEssraPERMIT. #18-0317
JOB:
APPROVED BY: JULY 172020 No.
-Nd' 47354 DATE ISSUED FOR
ROGER D. HANEY UT V DATE * 6/10/20 1 ST REVIEW
R.C.E. 47354 srq CIVI o��. 7/2/20 2ND REVIEW
OFCAI.%F 7/16/20 3RD REVIEW
REVIEWED:
RYAN STARBUCK DATE
TRAFFIC ENGINEER
REVIEWED: 5 -- 2,&2c)
STUART J. PATTESON - ASSISTANT PUBLIC WORKS DIRECTOR DATE
R.C.E. # 44898
Annn
V GLJ D T
NICOLAS FIDLER — PUBLIC WORKS DIRECTOR DATE
R.C.E. # 61069
CITY RECORDS NO.
GENERAL NOTES: (CITY'STREET
1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH CITY OF
BAKERSFIELD STANDARDS, LATEST EDITION.
2. IMPROVEMENTS SHALL BE IN ACCORDANCE WITH STATE OF
CALIFORNIA BUSINESS AND TRANSPORTATION AGENCY
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS
CURRENT EDITION, AS MODIFIED AND DETERMINED APPLICABLE
BY THE DIRECTOR.
3. ALL STREETS HAVE BEEN DESIGNED IN ACCORDANCE NTH THE
TRAFFIC INDEX AS SHOWN ON THE TYPICAL CROSS-SECTIONS.
4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM 'R' VALUE
AS SHOWN ON TYPICAL CROSS-SECTIONS. SHOULD FURTHER
TESTING SHOW A LOWER 'R' VALUE OF THE ACTUAL IN-PLACE
MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE
LOWER 'R' VALUE.
5. ANY LAYER OF 'R' VALUE MATERIAL SPECIFIED IN THE TYPICAL
CROSS-SECTION MAY BE INCREASED IN DEPTH PROVIDED THAT
THE MATERIAL ABOVE HAS NO LESS THAN THE MINIMUM
THICKNESS SHOWN.
6. IF APPROVED IN WRITING BY THE DIRECTOR, AN ALTERNATE
PAVEMENT DESIGN USING CLASS iII AGGREGATE BASE AND A
THICKER A.C. SECTION MAY BE USED.
7. ANY WORK WHICH AFFECTS ANY EXISTING CiTY MAINTAINED
ROAD OR THE TRAFFIC THEREON SHALL BE COMPLETED WITHIN
20 WORKING DAYS FROM START OF WORK.
8. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE
GUTTER FLOWLINES (INVERTS).
9. MAXIMUM PLUS GRADE TOLERANCE FOR A.B., A.S.B./ AND O:G.
SHALL BE 0.05 OF A FOOT.
10. PORTLAND CEMENT CONCRETE SHALL BE CLASS B UNLESS
OTHERWISE INDICATED.
11. PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY
DEVICES (NOT SHOWN ON THESE PLANS) SHALL BE INSTALLED
TO PLAN APPROVED BY THE CITY OF BAKERSFIELD ENGINEER.
12. STREET LIGHTING SHALL BE INSTALLED AND A MEANS PROVIDED
TO CONTRACT FOR PUBLIC UTILITY SERVICE AND MAINTENANCE.
13. PRIOR TO THE START OF ANY EARTHWORK, THE SUBDIVIDER
SHALL OBTAIN A GRADING PERMIT AS REQUIRED BY CITY
ADOPTED U.B.C. (MODIFIED) AND GRADING ORDINANCE.
14. WHEEL CHAIR RAMPS SHALL BE CONSTRUCTED AT ALL CURB
RETURNS; SEE CITY OF BAKERSFIELD DEVELOPMENT STANDARDS,
AS DIRECTED BY THE ENGINEER.
15. ALL EXISTING FACILITIES, INCLUDING BUT NOT LIMITED TO
STRUCTURES, POLES, PIPELINES, CONDUCTS, CANALS AND
APPURTENANCES, WHICH ARE CONSIDERED TO BE OBSTRUCTIONS
BY THE CITY ENGINEER, SHALL BE RELOCATED AT THE EXPENSE
OF THE SUBDIVIDER.
16. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS
DIRECTED BY THE CITY ENGINEER IN ORDER TO PROVIDE A SAFE
CONNECTION TO THE EXISTING STREET PAVEMENT.
17. STORM DRAINAGE SUMP SHALL NOT BE ALLOWED TO ACCEPT
WATER UNTIL SECURED BY PERMANENT FENCING OR IN THE
CASE OF SHALLOW UNFENCED SUMPS NOT UNTIL COMPLIANCE
WITH DEPTH AND SIDE SLOPE CRITERIA AS SET BY THE CITY OF
BAKERSFIELD DEVELOPMENT STANDARDS.
18. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW
ASPHALT CONCRETE PAVEMENT, AS DIRECTED BY THE CITY
ENGINEER, IN ACCORDANCE NTH THE PROVISIONS IN SECTION
37 "BITUMINOUS SEALS" OF THE STANDARD SPECIFICATIONS
AND THE STATE DEPARTMENT OF TRANSPORTATION'S STANDARD
SPECIAL PROVISIONS CURRENTLY IN EFFECT.
19. PAVEMENT GRINDING IN ACCORDANCE WITH SECTION 42 OF THE
STANDARD SPECIFICATIONS SHALL BE PROVIDED AS DIRECTED
BY THE CITY ENGINEER MERE NEW PAVEMENT MEETS EXISTING
PAVEMENT.
20. ALL FRAMES AND COVERS WITHIN THE STREET RIGHT-OF-WAY
SHALL BE ADJUSTED TO FINISHED GRADE PER K.C.D.S. PLATE
NO. R-69.
21. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT
SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD
DETAIL ST -12.
22. ALL CONSTRUCTION SHALL BE iN ACCORDANCE WITH CITY OF
BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA,
DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS.
23. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION TIME
CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN
24 HOURS NOTICE. (661) 326-3049.
24. STAMP AN S" IN CURB FACE OVER EACH SEWER LATERAL.
25. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED
ON POSTS WITH HAWCINS M2G SERIES BOLT AND
VANDAL -PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS
INSTALLED PER STD. T-2 SHALL BE LOCATED WITHIN SIDEWALK
6" FROM BACK.
26. 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 IMPROVEMENT AGREEMENT, APPROVED
INSURANCE AND, SECURITY BASED ON AN APPROVED
ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE
RIGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE
POSTED PRIOR TO ISSUANCE OF THE PERMIT.
27. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DETAILS,
CURRENT EDITION, APPLY TO THESE PLANS:
ST -1, CURB AND GUTTER TYPE "B"
ST -4, COMMERCIAL DRIVE APPROACH TYPE "B"
ST -5, COMBINATION SIDEWALK
ST -9, CROSS GUTTER
ST -11, STANDARD PAVEMENT PATCH
• i , ! , r ! r [ r • ! • • , r r r x •
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#
r [ NOTE
1. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2)
WORKING DAYS PRIOR TO CONSTRUCTION.
2. NO CITY # BE GIVEN FOR THE WORK IN THIS
SECURITYAREA UN11L A SUBDIVISION PERMIT WITH APPROPRIATE
r INSURANCE HASOBTAINED.
3. INSTALL
RAISED
[r •• MARKERS
•• STREET AND AT
ALL
•
HYDRANT ! ` i PER
r DEPARTMENT w s
4. ANY ITEMS IN PUBLIC RIGHT-OF-WAY TH, ARE DAMAGED i-
1# NOT MEET CURRENT STANDARDS SET ; PUBLIC WORKS
WILL REQUIRE
. r .[. AND/OR
i iR . ii i A PER CITY
5. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE
NATIONAL POLLUTANT DISCHARGE i i •t
A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF
THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATE),
NTH CONSTRUCTION ACTIVITY (S• : ORDER NO.
2009-009-DWO AS AMENDED BY ORDER 2010-0014-DWQ AND
ORDER 2012-0006-DWQ)BE FILED WITH STATE WATER
RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE
BEGINNING OF i • i COMPLIANCE
THE GENERAL PERMIT REQUIRES THAT A STORM WATER
POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED,
CON11NUOUSLY
CARRIED # AND
ALWAYS BE AVAILABLE !•
PUBLIC
; •! DURING
r # w , CONSTRUCTION
w# ! i
ASPHALT
[ #• PAVING
, !
40. ASPHALT CONCRETE SHALL; [ (MODIFIED) FOR ALL
ARTERIAL AND COLLECTOR STREETS AND TYPE V (MODIFIED)
FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS
IN SECTION 39, "ASPHALT CONCRETE " , OF THE STANDARD
SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
41. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED
MINERAL AGGREGATE FOR TYPE 'A' (MODIFIED) OR TYPE V
(MODIFIED) ASPHALT !CONFORM TO THE
REQUIREMENTS OF !39-2.02,` OF
STANDARD SPECIFICATIONS FOR 3/4 INCH MAXIMUM, MEDIUM
GRADING.
42. ASPHALT BINDER FOR TYPE 'A' (MODIFIED) ASPHALT CONCRETE
SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS
OTHERWISE DIRECTED BY THE CITY ENGINEER.BINDER
FOR TYPE V (MODIFIED) ASPHALT CONCRETE SHALL BE PG
64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE
DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER
CONFORM TO THE REQUIREMENTS IN THE TABLE FOR
"STE"STEAM-REFINED PAVING
i . • [ i 92-1.02,
•,i OF r`•! SPECIFICATIONS.
43. THE AMOUNT OF ASPHALTBINDER TO BE MIXED NTH THE
MINERAL AGGREGATE SHALL BE DETERMINED BY THE
CONTRACTOR IN ACCORDANCE [ i !r
367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE
WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED
BY
ENGINEER.
REQUIREMENTS44. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE
CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY
ENGINEER'S REVIEW AND APPROVAL:
44.A. A LIST OF AGGREGATE AAD ASPHALT SOURCES
44.8. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE
INCORPORATED IN THE WORK CONFORM TO THE
OF SECTION • ! OF
MONTHS.THE STANDARD SPECIFICATIONS AND THESE SPECIAL
PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND
EQUIVALENT TEST RESULTS SHALL NOT BE OLDER THAN
ALL ! • TESTS RESULTS BE w
NO OLDER ONE YEAR.
ASPHALT CONCRETEDESIGN DETERMINED
ACCORDANCE NTH CALIFORNIA TEST 367. LABORATORY
TEST RESULTS ON DESIGN IS BASED SHALL
BE : ! WITH THE MIX DESIGN ALONG
THEORE11CAL MAXIMUM DENSITY OF DESIGN MIXTURE
CONCRETEAS DETERMINED BY ASTM D2041. THE ASPHALT
` REQUIREMENTS OF
SECTION 39-2.02, "AGGREGATE", OF THE STANDARD
SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE
DATA SUBMITTED SHOWS THAT THE MATERIALS ARE
SUBSTANTIALLY
[ SAME
AS MEN THE
DESIGN 1
PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS
OLD. THE CONTRACTOR SHALL BEAR ALL THE COSTS
ASSOCIATED NTH THE ASPHALT CONCRETEDESIGN.
45. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO
EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE
SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR
PERPENDICULAR ! THE CENTERLINEOF AND .
THE MINIMUM DISTANCE OF ONE !iFROM THE EXISTING
EDGE OF PAVEMENT.
46. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS
TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT
CONCRETE.
r !r ! • REQUIREMENTS
j! ! i
SHALL39-4.01, "SUBGRADE", OF THE STANDARD SPECIFICA11ONS
BE■
47. THE AREA TO MICH PAINT BINDER s
EEN APPLIED SHALLBE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO
AVOID TRACKING BINDER MATERIAL.ONTO THE EXISTING
PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION.
L 12. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED
TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED
BY •
CONCRETE49. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED
AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT
` BE PLACED r `i`r CONNECTIONS AND
PRIVATE DRIVE WHERE SHOWN ON THE PLANS AND AS DIRECTED
BY THE CITY ENGINEER AND SHAH BE HAND RAKED, IF
NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED
CONNECTIONS.
! • ! ! !' • [ ! • • [ ! f
!
r
11
•!' `' ! !• !' !• !
#• ' [ Is •
51. • COMPACTED
•,t OF
1 LAYER OF
ASP&ALT-
CONCRETE
SHALL BE CONDUCTED - THAT THE LAYER
ASPHALT CONCRETEPLACED ! ALL # ! OF
THE TRAVELED WAY BEFORE THE LANES
1• OPENED TO
PUBLIC
DISTANCE ! OF OF ASPHALT
CONCRETEON ADJACENT LANES SHALL NOTBE GREATER THAN
ALONG10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED
• [ • DROP-OFFS ON j
ADDITIONAL ASPHAI T CONCRETE SHALL BE HAND RAKED AND
COMPACTED TO FORM TEMPORARYCONFORMS BEFORE
LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR
OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE
CONFORMS # FACILITATE THE REMOVALOF i !'
PAVING #. !
52. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF
92 PERCENTOF [XIMUM THEORE11CAL DENSITY
DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE
DETERMINED ACCORDANCE WITH CALIF!*
53. IF THE IN-PLACE DENSITY OF ANY.LOT OF ASPHALT CONCRETE
IS I ESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF
THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE
ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT
BEING ATTAINED ! THAT THE MATERIALS # # PROCEDURES, •#r r
OR BOTH,i 1 ARE i BE ADJUSTED. ASPHALT
CONCRETE SPREADING OPERATIONS SHALL NOT CON11NUE UNTIL
THE CONTRACTOR ` i l THE CITY ENGINEER OF
ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE
REQUIRED i •[ # ANY AFTER NOTICE
IS GIVEN DOES NOT MEET THE SPECIFIC RANGE, THE ASPHALT
CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AN1,
REPLACED NTH MATERIAL THAT MEET THE IN-PLACE DENSITY
REQUIREMENTS. # •
54. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE
INDICATE THAT THE RELA11VE COMPACTION IS EITHER LESS
THAN 90 PERCENT OR MORE THAN 96 PERCENT THE ASPHALT
CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AN1
REPLACED
■ ir MATERIAL
. DOES
!IN-PLACE
DENSITY REQUIREMENT. 'THE CORRECTIVE WORK SHALL BE AT
THE CONTRACTOR'S EXPENSE.
55. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL
BE DETERMINED ■
4 r PROPERLY
•#■ • • , w r NUCLEAR •
DEVICE IN THE FIELD, i•
i
. ASTM D1188 MEN SLABS OR CORES ARE TAKEN FOR
LABORATORY TESTING. ZINC STEARATE MAY BE
SUBSTITUTED WITH PARAFFIN.
CASE OF DISPUTE,it "B" SHALL BE r
56. IF THE FINISHED SURFACE OF ASPHALT CONCRETEDOES
NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE
BROUGHT WITHIN TOLERANCE ; EITHER:
• ` ABRASIVE GRINDING i • UTILIZED DIAMOND
BLADES
56.B. REMOVALAND REPLACEMENT,OR
METHOD56.C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY.
THE WILL BE SELECTED BY THE CITY
ENGINEER. CORRECTIVE WORK SHALLBE
CONTRACTORS EXPENSE.
TRANSVERSE57. IF ABRASIVE GRINDING IS USED TO BRING THE FINISr"&8---
SURFACE ITO SPECIFIED SURFACE TOI 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 PARALLEL
TO, THE NEAREST LANE LINE OR PAVEMENT EDGE AND THE
OFGRINDING ARE NORMAL ! THE
PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL CONFORM
TO THE REQUIREMENTS IN THEFIRST PARAGRAPH AND THE
LAST FOURPARAGRAPHS OF # !
"CONSTRUCTION", OF THE STANDARD SPECIFICATIONS. A FOG
SEAL COAT SHALL BE APPLIED TO ALLFINISHED ASPHALT
SURFACES
[ ! CONTRACTOR'S
• A!.• EXPENSE. i y
COAT SHAH BE EITHER REJUVENATING AGENT OR ASPHALT
EMULSION AS
DIRECTED
•rTHE'CITY ENGINEER.
STREETS58. 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
` `• OR FINE GRADATIONCRUSHED
MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4
OF :iiALLOWS UP T1 !'. OF
VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND
CEMENT CONCRETE, [N CONCRETE BASE,t
BASE OR A COMBINATION OF THESE MATERIALS. OTHER
RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE
SHALL BE COMPACTED TO a MINIMUM OF ' OF ` r'
DENSITY.
59. SUBGRADE FOR DRIVE APPROACHES AND CROSS GUTTERS
SHALL BE CONSTRUCTED TRUE TO GRADE AND CROSS SECTION
AND COMPACTED TO 95% OF MAXIMUM DRY DENSITY AS
DETERMINED s r TO A DEPTH OF 0' BELOW TOP
OF SUBGRADE AND 1.0' TO EACH SIDE OF APPROACH AND
.! r
•! PAVING CONTRACTOR SHALL GRADEPAVING AREAS TO THE
FOLLOWING MODIFIED CALTRANS STANDARDS SPECIFICA11ON
i 19-1.03 OF BAKERSFIELD:
IMMEDIATELY PRIOR TO PLACING i i OF
MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO
THE FOLLOWING:
A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE
BASE IS TO BE PLACED ON ',r PLANE, THE
GRADINGANY POINT SHALL NOT
ESTABLISHEDMORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE
BY
B. SUBBASE r
ASE MATERIAL (OTHER THAN
ASPHALT
i ! #• BASE) TO BE PLACED
GRADING
t • a GRADING PLANE . ANY
POINT
SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR
-BELOW THE GRADE ESTABLISHED BY THE ENGINEER.
APPROVED BY:
'PROFESS/pl
No.+
47354
4
F
• s t
JU-LY 177 2020
"I
PEDRO J. PEDROZA
Land Surveying
and
Civil Engineering Services
425 19th Street
Bakersfield, Ca 93301
P. 661.578.1357
pjpedroza@gmail.com
i
D
CONDITIONAL USE
r w p 18-0317
r[ ,i FOR
t
! !1ST
REVIEW
a !
•r ' �
I
o
A
rB 1,
r
"?o
,83'6; ,
N SAWCUT AND REMOVE
W
)klDiNANA"I
w WICIR, j
12OF EXISTING
8 6 01
FL 8TTM, CURB/GUTTER
w
383,21
w FL-- TOP WC, R2
A
-SD18-
S -SD18-
S[Df�� - -SD18-
11
......... ILI "A, 0.17%
. ... .. ... .
_X
\-�
j
81. 4 9
w Kl_ _1ECR w "IL -41".)p STA: 1+61.53, 21.951
. .... CR
5TA: 1+73.Q, 21.921
3`B 111,,.7 f BGN CURB/GUTTER
/G m
W�
I�V F11. -13TTM WVNAVAY END CURB Ul R
FL 381.71
4
FL 381.69
STA: 1+67.53, 21.931
X
STA: 0+00.00
END X -GUTTER E
00
CL HENRY LANE AND CL HENRY LANE FL 3800
T-10- . ... ....
..............
ROSEDALE HWY
b Pe)
C A . . . . . . . . . . . . . . . . . . ........
..... . . . . . . . .
STA: 1+40.75. 0.
•
U_ N
C/l AC FS 382.11 .... FS 382.09
w CL 23' WIDE DWY
NO*31'53"E 1+)0 MATCH
ct MATCH
X
4
+00
382,1
A,
-A, S> ,
W. AC
FS (382.98) FS (382.34) 11, _/ "
S (382.08) ✓
FS (382.06)�z
CL
. . . . . . . . . . . . . . . .
Vol
4.
0 STA: 1+29.51. 20.00'R C C
................. ....
0 ......
U� GB C
U) STA: 0+93.86, 14.50'R 10- LO
C-4 FS 382.64 C14
. . ... ..
. ..........
6
49 FS 382.08
4'
FS 382.87, MATCH FS 381.98 12"
MATCH C)
MATCH
MATCH c"4 FS 382.03
STA: 0+93.85, 17.68 R STA: 0+99. 4. 20.00'R FS 382.00 /B 2 08
/4-7ZiF
. ......... z
.... . . . ... STA: 1+73.53, 20.00 R ^b
777
FS 382.80, MATCH AP A MATCH MATCH
7.77,
Z
N. .. ........... .. .
. ..........
. . . .......
1 ... ......
STA: 0+94
.20, 19.6 'R
. . . ......... ...
... ... IM, END , IMPROVEMENTS
IN,
BGN IMPROVEMENTS
7.177
......... .
/3 2, ", 2 V. 0
1 65-7*-
N."
x
00c, 0,570 '*-�5TA: 1+§7.5 v
)00(, . . .. 4. - I
-000 - , - , 20. QO'R
0 0 0 Rix -GUTTER
BGN X
D001
)OOC
u) 4 2,,0 /K"
)OOC
F, R. - EC L, G .i T8x 000
004
x cD B FL 381.96
00C
4
00t
w_ 000
W8 _zz _.�>Ooc _�FS /382.68 x
000
Doc -
M,2 D W8
W8
>OOC 000."
w
0 0-0-0- 0 0
AVVI.
000
3,82. 4 000:
00 LO D F
w 000 W -113A. 00(
x I. ;_:
FS 383.13 00 000-
Imm
'00 4
G
FS 382.85 lv'
44'
F
FS 383.12
V M",
FS 382.
/ / / MATCH 7 FS 382.68
41,&. V, 11";TR_1?_11F1 /-10.78
3,8,2,71 FS 382.56--/0,3i'13.40_j 11
E -AIL::_ -
SN'LK VAIL::
SAWCUT AND REMOVE EXISTING FS 382.70 z
CURB GUTTER. TRANSITION TO 11
MATCH BACK OF WALK 0 0
APN: 452-060-23 SAWCUT AND REMOVE 5' OF 0
PEDESTRIAN EASEMENT PER EXISTING V -GUTTER. TRANSITION
DOC NO. 220098955 TO MATCH BACK OF WALK
__j
Y^C
Uj
0-
0
cr
CL
i y zill 11 3
STA:
1+04.51
ELEV:
382.45
STA:
1+14.51
ELEV:
382.30
STA:
1+24.51.
ELEV:
382.18
STA:
1+29.51
ELEV:
382.13
STA:
1+34.51
ELEV-
382.09
STA:
1+44.51
ELEV:
382.02
STA:
1+54.51
1 ELEV:
381.991
HENRY LANE
PAVING SECTION
TRAFFIC INDEX = 5.0
CONSTRUCT 0.40' TYPE B AC/ 0.50' AB / 1.0'
NATIVE SOIL COMPACTED TO 959' M.D.D.
PER C.O.B. STD. ST -11
x
x
CITY
COUNTY
APN: 452-060-22
wmmmmw,_
GRAPHIC SCALE
10, of 10,
HORIZ: 1"=10'
VERT: 1"=2'
1 +UU 1+5u 2+00
FLOWLINE PROFILES
=7� -T-
/ u
3 1,
W AL
EXISTING CURB/GUTTER
AND SIDEWALK
EXISTING PAVEMENT
x x
FS ( 2.21) FS (382.28)jl
_zlx
3+00
--I-
-66
A EXISTING IMPROVEMENTS _I
R/W
±22 30
20 10
14.5' SAWCUT LINE 27o MIN.
0
L CONSTRUCT 6.5' WIDE SIDEWALK
PER C.O.B. STD. ST -5
f%r%K1Q"M"PT C" P"DOHTTCO
CONSTRUCT TYPE "B" CURB PER C.O.B. STD. ST -1
CONSTRUCT 23' WIDE TYPE "B" DRIVE APPROACH PER C.O.B. STD. ST -4
SAWCUT/GRIND AND MATCH EXISTING PAVEMENT AS DIRECTED BY THE
ENGINEER.
CONSTRUCT 6.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. ST -5
CONSTRUCT CROSS GUTTER PER C.O.B. STD. 5T-9. SUBGRADE FOR THE
CROSS -GUTTER SHALL BE COMPACTED TO 95% TO A DEPTH OF 1.0' BELOW
TOP OF SUBGRADE AND 1.0' TO EACH SIDE OF CROSS -GUTTER
EXISTING UTILITIES SHALL BE PROTECTED IN PLACE
EXISTING VAULT SHALL BE ADJUSTED/RELOCATED AS REQUIRED
I
EAMNQ SECIIQN /V
PER C.O.B. STD. ST -1 wINSTALL 0.40' TYPE B AC/ 0.50' AB / 1.0' NA11VE
SOIL COMPACTED TO 95% M.D.D.
PER C.O.B. STD. ST -11 Uj
EXISTING IMPROVEMENTS
--A
R/W
Uj
HENRY LANE TYPICAL STREET SECTION f22' i 30 4'
A20 10' 4'
Looking North scale: 1":10'
14.5' SAWCUT LINE
2/ MIN. M I N.
4! 6# 6 4 L
*CONSTRUCT DRIVE APPROACH
EXISTING PAVEMENT o Uj Uj
PER C.O.B. STD. ST -4
EXISTING
PNG
PAVEMENT SEWN
4q �37V 4% INSTALL 0.40' TYPE B AC/ 0.50' AB / 1.0- NATIVE
SOIL COMPACTED TO 957* M.D.D.
PER C.O.B. STD. ST -11
PAMNQ SECDON
EAC CDON INSTALL 0.40' TYPE B AC/
INSTALL 0.40' TYPE B AC/ 0.50' AB / 1.0' NATIVE
0.50' AB / 1.0' NA11VE SOIL COMPACTED TO 95% M.D.D.
SOIL COMPACTED TO 95% M.D.D. PER C.O.B. SM. ST -11
PER C.O.B. STD. ST -11 B TYPICAL DRIVE APPROACH SECTION
12' WIDE V -GUTTER PER Looking North Scale: 1": 10'
C.O.B. STD. ST -9
TYPICAL CROSS GUTTER SECTION
Looking West Scale: 1":10'
APPROVED BY:
90ESS/
r�dz� No.
47354
At clvl\.
OF 1�
ROGER D. HANEY
R.C.E. # 47354
July 29, 2020
PEDRO J. PEDROZA
Land Surveying
and
Civil Engineering Services
425 19th Street
Bakersfield, Ca 93301
P. 661.578.1357
pjpedroza@gmail.com
CONDITIONAL USE
PERMIT # 18-0317
ii c
DATE
ISSUED FOR
6/10/20
1 ST REVIEW
7/2/20
2ND REVIEW
7/16/20
....... ................................... ...................
....... .......... . .................................................. ........................ : ..........................
STA.1+29.51
.......... ....... ............ .................................... ...... ........... ...................... .......
......PVI
PVI ELEV: 382.04
388
50.00'VC
00
300
A. D.: 1.44%
K: 34.70
............................. .............. ............................................ ........... ....
... .................. .......... .......... 1 ......... .......... ............... .................... . .................................................... - ..........
.............. . .
..................................................................................................... ...................... .....................................................................................................
............................................... .......... . .......... .................................................
EXISTING GROUND
386
F ALONG CL OF
386
HENRY LANE
............. ................................................ ............ .
+ POCL COC.4
.......... . C) ..................... ........... I ....................... .......... ...... ..........
V--
C-4 U! a �®
....... ........ .................. ................ ...... ........ .... .. ............. ......
1w) ro 00
M_ w Lq 5w
...... ......... ...... .......
384
,0 m 0) +
< _Z +
w--00 CN
00 NCO
+ 00 pe) Cj
+ + + 00 00
tn CF) 0) to C4 0
r- 00m
co 66 5 +
384
L4J
_jQ-C:1
(n L.Li M
L.0 +
LLI 0 ;!s Ui
to na-
_+00 +P0 X $:
Liq
mm
V) uj CL 0 ;!5 !tjj 0 Uj
C/) Uj CL C)
(n LLj CL Cr) Uj Q_ _j
()i Q •t.Li Li
j
...................................................... .. ...... . . .....
V) W CL
..................... ......... ...................... ........ ................ . ..................... ..................... .. ...... ......... . ...... ... ... ........
C/) UJ LAJ
Ww Cn Uj m
.
. ..... ....... .......................... ............... ... .......... .......... ...... ............ ....... ........ ........
...... ......... ......... .................... ......
382
__1,a_2M= Z --2.=- 1
382
EXISTING GROUND PROFILE
0 20'R OF CL STA: 1+61.53 STA: 1+73.53
ELEV: 381.71
...... .................... ...... ...................................... ...... ....... ................................................. ..... .............. ....... ...... .................................................... ........ ...... ......... .... .. .... ...... .. ..... ELEV: 381.69 ..........
............ ......... ....................
BGN CURB/GUTTER
DESIGN FLOWLINE PROFILE' END CURB/GUTTER
380
0 20'R OF CL -0.17% -0.177*
380
STA: 1+67.53
........... ................. ..... ...... ............ ................................................ ...... ............... DESIGN
FLOWL:INE PROFILE ....................... ... ELEV: 381.70 ................................................................. ..
..... .......... .......... ................... ... ...........................................
0 221 OF CL END 'X -GUTTER
378
3/0
..................................................................................... .......... ............ ....................................................... .......................... .............. ..................... ...... .................................................................... ..........
....................................................... ........................................... . .. ................... .................. .....................................................................................................
...................................................................... ....................................................
376
376
1 +UU 1+5u 2+00
FLOWLINE PROFILES
=7� -T-
/ u
3 1,
W AL
EXISTING CURB/GUTTER
AND SIDEWALK
EXISTING PAVEMENT
x x
FS ( 2.21) FS (382.28)jl
_zlx
3+00
--I-
-66
A EXISTING IMPROVEMENTS _I
R/W
±22 30
20 10
14.5' SAWCUT LINE 27o MIN.
0
L CONSTRUCT 6.5' WIDE SIDEWALK
PER C.O.B. STD. ST -5
f%r%K1Q"M"PT C" P"DOHTTCO
CONSTRUCT TYPE "B" CURB PER C.O.B. STD. ST -1
CONSTRUCT 23' WIDE TYPE "B" DRIVE APPROACH PER C.O.B. STD. ST -4
SAWCUT/GRIND AND MATCH EXISTING PAVEMENT AS DIRECTED BY THE
ENGINEER.
CONSTRUCT 6.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. ST -5
CONSTRUCT CROSS GUTTER PER C.O.B. STD. 5T-9. SUBGRADE FOR THE
CROSS -GUTTER SHALL BE COMPACTED TO 95% TO A DEPTH OF 1.0' BELOW
TOP OF SUBGRADE AND 1.0' TO EACH SIDE OF CROSS -GUTTER
EXISTING UTILITIES SHALL BE PROTECTED IN PLACE
EXISTING VAULT SHALL BE ADJUSTED/RELOCATED AS REQUIRED
I
EAMNQ SECIIQN /V
PER C.O.B. STD. ST -1 wINSTALL 0.40' TYPE B AC/ 0.50' AB / 1.0' NA11VE
SOIL COMPACTED TO 95% M.D.D.
PER C.O.B. STD. ST -11 Uj
EXISTING IMPROVEMENTS
--A
R/W
Uj
HENRY LANE TYPICAL STREET SECTION f22' i 30 4'
A20 10' 4'
Looking North scale: 1":10'
14.5' SAWCUT LINE
2/ MIN. M I N.
4! 6# 6 4 L
*CONSTRUCT DRIVE APPROACH
EXISTING PAVEMENT o Uj Uj
PER C.O.B. STD. ST -4
EXISTING
PNG
PAVEMENT SEWN
4q �37V 4% INSTALL 0.40' TYPE B AC/ 0.50' AB / 1.0- NATIVE
SOIL COMPACTED TO 957* M.D.D.
PER C.O.B. STD. ST -11
PAMNQ SECDON
EAC CDON INSTALL 0.40' TYPE B AC/
INSTALL 0.40' TYPE B AC/ 0.50' AB / 1.0' NATIVE
0.50' AB / 1.0' NA11VE SOIL COMPACTED TO 95% M.D.D.
SOIL COMPACTED TO 95% M.D.D. PER C.O.B. SM. ST -11
PER C.O.B. STD. ST -11 B TYPICAL DRIVE APPROACH SECTION
12' WIDE V -GUTTER PER Looking North Scale: 1": 10'
C.O.B. STD. ST -9
TYPICAL CROSS GUTTER SECTION
Looking West Scale: 1":10'
APPROVED BY:
90ESS/
r�dz� No.
47354
At clvl\.
OF 1�
ROGER D. HANEY
R.C.E. # 47354
July 29, 2020
PEDRO J. PEDROZA
Land Surveying
and
Civil Engineering Services
425 19th Street
Bakersfield, Ca 93301
P. 661.578.1357
pjpedroza@gmail.com
CONDITIONAL USE
PERMIT # 18-0317
ii c
DATE
ISSUED FOR
6/10/20
1 ST REVIEW
7/2/20
2ND REVIEW
7/16/20
3RD RE1�EW
7/28/20
PED EASEMENT INFO
OF
4
SHEETS
md,
*t b016 tomm'
f
Per 51ta%6W Dote# ST 1a
t.
ft~tgftt:.Of, way ay,
All I
1010
t, A#, wonbnW4 and meW*: shd.cwkrm to the
Z.L)PWSfW jbkts she be eo& side �f 6VC4 M,
wp*001e, nctk"$ Of 1*1 *Wdftt1Ws 80t1?kd'9d1ebf
at girds of ah rete s &7d at 00'Lia ha# art ords. Yk*efted
CalDo sent Stmdwd
P/bie, )bk t4 2 0*40% be placed at � 19, manImm: Jh*y*
A400 ass' S10dordwi
at boffiW od center iWae0
1%
torrent ,City ,owowatft.
anaw jo:is . may he oftitated kr eykaded cu& acrd guliar:
I A ctovat Sbwt pe mit hkW, ky'the 0j, ofA
mat she
Me of bn W. of
Aubk, " owarbreat must. aoco"tv a wo wiffion the
mike comp000d that mbm to 00 mWirements of
l, F ok
f Q K/
the; Standard *0*okm
3 tot of t)pes -of: dirk and gutter sow be
#tszs:of erls4ft.curb and gutter b removed i&
t to'atwrd_ 0* *1kft One COMP00tod
replacement sha# be, sdftt at ft 44ft 0 refit oW as **led
.to 9OX, ofmaxMim dty dvw't as aftwhedh AW
me i F,
I -a. z wifthimig- ' Y. 0
Me remo ed affbio -a
.0-1557, to a -dWth- of 0!60AW t000f w*odh
inzin of 'V -in aid -sow
in 'SW/ dr )W* a** Ow.
the a $*Ans of Me. spe��s 0~
or scom She Rept Oa/ carfaxrrr .»anaursrotr aid focrr#far
4. C*crob for, w& grid ,gutter -.-shafftoofam to the
to -M-e adjl7cwt emoting _i%piWWWts wess 0*0* *VPW
Mqua�rize01 of -the Blended ,4W1&d1k#s fa` hear cocrele:
I a- t*,roved
5ecb vis of erM4 cross gutt beh
,win. 510:IkAu A'. �abacretv, :allot . conibb
16. soc, Mors h* 400wed mar be Poured what' al"n 9
40 ami ties 04W Plor �MYMV is obtehed"fim the CltV;
Pao"* # in goat ondibm and *0, " ' Of
pw-approval'ot 44ty,
ffw. R6k, *& A"-* t" fiko MCW*WY
&ghW Othfirwb% the e%*hngpowmaot aWlbe: se#wt a
ail w NA47 the Cly reit-off way
inhimm of 201�om Ifte -edge �o(mwvto or as directed
5. AftbWAYft snail be A&YOW on ffie s* pbeeff next to.
PWond0t, POO OW cox to: 0& mqukweni� of Stand(rd
the Morete and ":not be --lm the IX&O after bab#
Detd# $Timll,
sr*0 Forms and 94,000 be "Hoffjvftol*moi
�
16 %Ctkns ba h V agost * sti
WOW en ing
pr* to 000MMI .0f, mereto.,
11, Prior to &d accWtanck e# now curb std gutier shall be �ft
s0grade and 10ta each 0*,o.f.cross gu*
o
tested t detect OrSOF fiolov water Any 4r Addng more YW
6. :6hxroto, xff Ibm shaff be- ftwekd w- wtfiadW .arid
a-.07- of stw*g tow ".#e coffecied,
theft o light bro= Ahish. how** a*Wft:
the Cray A Aairt Poo ow cWtorm to the
ail a et `tail r 4,00*W4 uniform coo*
t) w ofsoftip
of white prgtrierited c CV to 0e,
aWess ahoffiff t)o.,!s #,vvvsd am
0 by the atrE*ew.
ffievoncrete
,yp
siir caSOW he karat is
12 00 V`006 flr9t1
*a next to tate concrete and sw, not be
in ptivale, subdWiva
*t b016 tomm'
f
Per 51ta%6W Dote# ST 1a
t.
ft~tgftt:.Of, way ay,
All I
ff nin.
1010
*ffi of-Anw- 2 01V MOX
Min..
•
&0 min.
: . . . . . . .....
1 r - 24" &
.I as bo. ; - ", Y4, Wffi of bad
2W from,
fyp
&Ar
SECMVA spate coamwow''T4
Class S/Op4o not to Weed a
waft &* od, twi* - ccof o . 0PP6ca6k
I am t AN
I Alf 04'. . an mo, sho
a.
a.
WtIms- the spedfMAW :entitled ms -tate Of cawma D, of
sW be sawatt at the fth of remond as *eded b.
T the City &gheer
l, F ok
f Q K/
b*, W �bdl
sfttko remo be a true. of. 15.01 il length. and 0000
CWWt D)V wmwd oftn,
Mall d), joa SOW coatirm
V, I exbtbg pmt or svore,107a 'Romemeat
'ot
I A current Street P67n# &%W by. the CY-ty' of Bhk,&W�d Public
See We .1 NFC�IM A -A
OWSAW?wt must wwomm: aff W* Nft 41tv rot-of-wq,
Asphaltic Binder
Tank Coat
All w0rnQ10i arid lef,7**
P . al.. � 470 1 -, � : 00# 000400, to
r3ow$im *t Or *0*v $haff 40VO of Prelb1med
the a $*Ans of Me. spe��s 0~
s0os of M* raftt caVoondthat pofiO to ffie
IM& of affifoh D aril Of Trtrtaorr,
rept oats of the Stodord
*Wwn as I Sitondffd
I a- t*,roved
5ecb vis of erM4 cross gutt beh
it Md
'treat cuff -eat C r4w, nox -, edits
1wkrement "' be s m"t at ofmmo va'a
:Street POP4 by 00 city Of
*00W AT ft City f/79*6W. Iffie sect/mobeho, 1006mod
ffw. R6k, *& A"-* t" fiko MCW*WY
001 be a n*-krurn of ,5W'17 :)ehgffi card I mocOls.
ail w NA47 the Cly reit-off way
dq? with tx1mg, fiht or Xorp:lbe, l?q*CWWt sbaff
1. 'gh n Apr I 4ross gutter &W :be. constructed
CM&M to 41nonsionaid k , * ca hko to the 0*qW e*thig
true to and.dbst sect0a and coqpwted to
*10dw
0 of m4ow y di 7 dot4m, by-
16 %Ctkns ba h V agost * sti
WOW en ing
ASS! O-1557116ad-o o-1116se. p of
p4b. a I low to
ao.,:l phor 11W'af:
pqww� f k 9 coodit �d the
s0grade and 10ta each 0*,o.f.cross gu*
W.t. bie
ow 0*$ft The exist Of g Pow, sawaat
4. Qnovk Aon cross gutbor� 64- cWform ,to
9, m1nowim of;2.i3" h-om Me odge ;O M"oaas dm*
led by,
tfie moiivveals, of So SbWhrd.4wAvtkns
the Cray A Aairt Poo ow cWtorm to the
YV minor ooctWe .�* M7Wg content $0 4%� )O:
neointols 'Of City
.cwtrotrowron'tah no: doWthes on ea- pnor, WPM
t/. Robar,.#:at 24" both *V)4 bre eatke MV0 of
Mat contom -to, the reWima70
*0k " . . of Me
Sir dOrd ea cataxrs
eiva'agutter, 4%*d1hg on, errs h,
Ober f0im be swftod oft the. s*
of concrete:
*a next to tate concrete and sw, not be
iz, Alefer to &Wmw 4�ciko 3541axr Iowa* asageof a� gutters
less Mo- 1,5Vick after behq."Abood
,5,3.1.
9. Asphaltic binder tack coot shall conform to
feMw 014:969v* draft be wetted hnmedklely
the requirements of Section 39 of the Standard
PrAkr 1Q P/ .ofConcrete.
0 4
a 026creta' .Wrtam be tro*OW snoaA OpW
3 e of Aotedtable S4rft, e
and Men: gAwn a ffght broom ftkjmV*te(
f0# iffi tf wo both
$ft$ of "rch. See Note 4
ofler, A, mg , : surto lief! recti
.4,
Dotal Sr to
o uniform Va 0
oft-
6. Concrete for patches in concrete surface
patches in asphalt concrete streets.
streets shall conform to the requirements of the
corwond coa**: to the :..its of 00
Standard Specifications. The cementitious0"Aw
=9
STANDARD
STANDARD
"/SW
WAVK
7. , E,, juts Mtrfl be.ctstrtrcfl $
the City Engineer.
N.T.&
CROSS GUITTER
*KOM
AIM
$40 &,placed 0" apm meels;* om gutter
j:
SCAAZ�
acrd at' 10tidx t m blermts, ' Lite erm gutter a,
as&wcffb�,y .0 v, .6
ff nin.
1010
*ffi of-Anw- 2 01V MOX
Min..
•
&0 min.
: . . . . . . .....
1 r - 24" &
.I as bo. ; - ", Y4, Wffi of bad
2W from,
Cold join.t. 2 Rtobw, tl��
fffoack wiffi, p1wance boffm, Of concrete
SECMVA spate coamwow''T4
Nan.
waft &* od, twi* - ccof o . 0PP6ca6k
I am t AN
I Alf 04'. . an mo, sho
1500kn$ -Of em, th?,q Jriw ff roocAbeiw removed for m#xemot
WtIms- the spedfMAW :entitled ms -tate Of cawma D, of
sW be sawatt at the fth of remond as *eded b.
T the City &gheer
Tiw*wfjYtkqj StwWad Spedkatkne, hereafter Imam as Stoddard
z
b*, W �bdl
sfttko remo be a true. of. 15.01 il length. and 0000
CWWt D)V wmwd oftn,
Mall d), joa SOW coatirm
V, I exbtbg pmt or svore,107a 'Romemeat
'ot
I A current Street P67n# &%W by. the CY-ty' of Bhk,&W�d Public
in dneiskv and I catim to �ft: adjoent exisffig.44#"vonents
YnAns othmYkedhvted
OWSAW?wt must wwomm: aff W* Nft 41tv rot-of-wq,
Asphaltic Binder
Tank Coat
4hFado sal be v0$&uvtodr true #o * and saretfotr
A $OCA, burg #aed may be poured against t*thg pawwtSs
CMAM and with pffor of 6* City, E*00G
.OMPaded to 95X of mw*m dy- def7 at dotoonhed by,ASIM
and C
A51M, P-1 b d:**,of bd top of made.
be sawcut -a Mo. of. 20 fro on
0 0 0 Undisturbed matadd
C
the 4* of mete or as dkeoted Pavement palc6 OW conform
4. Concrete for dive approach slid!" conform to, ft reWkwwtsof the
to the reW#*mo* of Stondard Dotal ST -11.
207AW *0fttkas for n*or conowe, owleat content of
5051b1cu CpnciWe shall contain no, adA*Aw unless pry anal
12 Curb and gutter dad bo# of 400 be powed sqwatoly,
is obtahed frOM lire sty Eno? W,
not monoMk&y..
5. ronher folms Shay e s* #x -e w0to Oe,
13. 76tat mahnom a#owdlo- &w tporvach width &haff not:exceed 69
-d.
cora and not.. be k-ss,ft 1-5*� ffift'after =fwIng. Fps
tow &0 #Wtaga aim wooch "nsion,
of, coff"a 'Y "
and wb9vdoshd be wetted k*x*te1y-prbr to concrale p0comont
as show w agoraved plan, Ad'he ft bow -Ir of such- dotermivtian.
a -Cwmte sha# be troweled wwth, odgod and then gim a Affit
m. 4ppVtd from the Ent tam Wd'approach: 00, hxf4*9
broom Mishi klnmahtd�w after` &Mhg, aff,doww'sofam SOW
w#W, may be kmwsod to- ff me0win for Af-I and M-2 tism ofwve
rmiw a da"10 to, afftm oaffi- 7 of **#0 p0mled wkg ca impound
MO, dMes of sw)�-ftc* and &u#&- we "w€ ant
be kipt ftioig unff the, cart q vw�pouod� p
15i A: )Wftw of fv#- h0ot, Wb Shd sepot 0: W VAwdV4
entitled 'State of California, Department of
excWt anoted w. Slmdard 1700 T-24 :or os *mwd by My 00w,
Z: 60Wsft!,texts S;hd11 be consh7vied at both: a* of "r000k
#eak0W'P1W joints, 20"" 4400A dW be placed at venter of ff roach
16 Ab Ow qwwch cwsbvcMw*, pemkied wiffib a street or *Y
ry* or as aded hy. the ay &*wst t
and at iO t max ble*
cuth *0*
A E*awiw� Sler materia dW covs;stof prohmed''stros Of
17. No pa-bba of the &fw Wwok,0W bt OW*W on adikeot
•PW
proff if kzwtve **$S Ok** ffmVed by the aty .aOW.
Mat contom -to, the reWima70
*0k " . . of Me
Sir dOrd ea cataxrs
18+ *,Ta* 6,P'rj f
A 00row ff.maah As beteg coosffixted adfimt loo* th
structural section for larger areas of pavement
patch may be designed per the requirements of
4 1
aid gutter ffie s)dsfkg curb aril gutta shall be; W, 445
t
and repbred with retia, as. show Obow. Icurb 6to A�
,5,3.1.
9. Asphaltic binder tack coot shall conform to
allowed & cantareraafmuft fixity' omh re
construction.,
the requirements of Section 39 of the Standard
4. Patches less than 2.0 from existing patches,
0 4
P
3 e of Aotedtable S4rft, e
be enlarged to include the remaining area of
existing pavement.
f0# iffi tf wo both
$ft$ of "rch. See Note 4
5. Multiple areas, less than 2.0apart, shall be
Dotal Sr to
combined into one continuous patch as directed
by the City Engineer.
oft-
6. Concrete for patches in concrete surface
I
J
APPROVED BY:
vvf.ss/
Cv
Cz
cc No.
47354
10,
CALif
k
JULY 1712020
CITY RECORDS NO.
PEDRO J. PEDROZA
Land Surveying
and
Civil Engineering Services
425 19th Street
Bakersfield,, Ca 93301
P. 661.578.1357
pjpedroza@gmail.com
oil
sowcutPartlond Cement Concrete, see
Note 6 for concrete requiremen&
4rf Existing concrete surfacing.
4..
*4 4 JA 4 L.
J-0, 1 4
.4
: .
4 -A J. o"
0
0 1.0' AffeWle &A with 95X ralativo
C=P0Cti0J7. Soo Note 10 for requirements.
Compacted subgrode or 2suc*
sand f cement slurry.
PATCHN
QQYPJ*�WMACE
Asphaltic
Asphaltic Binder
Asphaltic Binder
Tank Coat
Tack Coat
g9& What
concrete e Pavement
Hot Mi EPO
Mix Asphalt (HMA), see
0 0 0 Undisturbed matadd
C
Notes 7 and 10 for requhmenty. 0
0 0 0
Owwt e0sthg pavement 1. O'beyond
0 0 4e of excavatm, t)p1cd eoch syde.
AgeateBase, with 95X relative
0,10
=Wctihn. �e Notes 7 and 10C
0 () 0 (
for requiwnents
I I IT
Composted sir e or 2 sack
sand I 17raurry.
84 Mi A Affh& Z: QMPWM Z a�LAQ Aff S-LIFACE
NO TES.•
1. All workmanship and materials shall conform
7 Section for patches in asphalt concrete
to the applicable sections of the specifications
surfaces shall meet the following minimum
entitled 'State of California, Department of
requirements.
Transportation, Standard Specifications", hereafter
Lgsa-1 .Siret- 0.40' Type A or Type 8 Hot Mix
known as 'Standard current City
Specifications"
0
0
Asphalt HMA) over -50'aggregate base.
approved edition.
2. A current Street Permit issued by the City of
AdgCt�gl or CollectorSir-eat - 0,70' Type A Hot
Mix Asphalt (NMA) over 1.0' te base.
099rega
Bakersfield Public Works Department must
accompany all work within the City right-of-way.
With prior approval of the City Engineer, the
J. Sawcuts shall be made parallel to and at
structural section for larger areas of pavement
patch may be designed per the requirements of
right angles to the street centerline or curb line
Section
or as directed by the City Engineer. Minimum
patch width shall be 2.0'at its smallest
,5,3.1.
9. Asphaltic binder tack coot shall conform to
dimension.
the requirements of Section 39 of the Standard
4. Patches less than 2.0 from existing patches,
Specifications.
10. See 'City Standard Detaft ST -12 for trench
edge of pavement or gutter median curb shall
backfill and compaction requirements and ST - 1J
be enlarged to include the remaining area of
existing pavement.
for roadway subgrade compaction, aggregate
5. Multiple areas, less than 2.0apart, shall be
base and HMA requirements.
11. Patches in concrete streets overlaid with
combined into one continuous patch as directed
by the City Engineer.
asphalt concrete shall meet the requirements for
6. Concrete for patches in concrete surface
patches in asphalt concrete streets.
streets shall conform to the requirements of the
DAIS
Standard Specifications. The cementitious0"Aw
=9
STANDARD
material content of the concrete must be at
"/SW
least 590 lb/cu }d. Concrete shall contain no
additives unless prior approval is obtained from
avaw
PAVEMENT PATCH S LESH
sr
the City Engineer.
N.T.&
APPROVED BY:
vvf.ss/
Cv
Cz
cc No.
47354
10,
CALif
k
JULY 1712020
CITY RECORDS NO.
PEDRO J. PEDROZA
Land Surveying
and
Civil Engineering Services
425 19th Street
Bakersfield,, Ca 93301
P. 661.578.1357
pjpedroza@gmail.com
oil
OF
4
SHEETS
ISSUED FOR
m 04 M M
OF
4
SHEETS