HomeMy WebLinkAbout6.1-1870 Revision�Know what's below.
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uall before you dIg__
CONTRACTOR SHALL CONTACT ffil FOR
LOCATION OF ALL UTILITIES. AT LEAST 72
HOURS PRIOR TO BEGINNING CONSTRUCIION
BENCH MARK:
SET SITE BENCH MARK NTH CONC. NAIL IN SURFACE OF
SIDEWALK AT APPROXIMATELY 100.5 FEET WEST AND 2.6 FEET
SOUTH OF SE CORNER OF PROPERTY
NORM
W � 10.
''ANNY NUNEZ
4000 SKOKIE DR.
IAKERSFIELD, CA 93306
""61-858-4469,
APN: 452-060-23
SURVEYORS NOTE:
THE BOUNDARY INFORMATION SHOWN HEREON IS
BASED UPON RECORD INFORMATION, A BOUNDARY
RETRACEMENT WAS NOT PERFORMED FOR THIS -
PLAN. IT IS RECOMMENDED THAT THE BOUNDARY
BE LOCATED PRIOR TO PLACEMENT OF ANY
STRUCTURES ON THE PROPERTY.
FLOOD ZONE:
NONE
I 'XOGER D. HANEY, P.E.
S513 SLEEPY HOLLOW LANE,
lr�,AKERSFIELD, CA 93311
f,61-444-5563
0
LEGEND
ITEM 1
79 L� F.
— LOCAL STREET
412—
EXISTING WATER MAIN & SIZE
FS 104*04—,,_� =
PROPOSED GRADE ELEVATION
---S6---
EXISTING -SANITARY SEWER PIPE & SIZE
TIC =
TOP OF CONCRETE
-SD18-
EXISTING STORM DRAIN PIPE & SIZE
K =
K—VALUE
r— — -I
L J
EXIS11NG UTILITY VAULT
AP =
ANGLE POINT
<
EXIS11NG DRIVE APPROACH
A.D. =
GRADE CHANGE
0 ___0I-
EXIS11NG FENCELINE
2. O'Yo =
PROPOSED GRADIENT
EEXISTING, EDGE OF PAVEMENT
BC =
BEGIN CURVE
Oy
EXISTING FIRE HYDRANT
BCR =
BEGIN CURB RETURN
U
EXISTING VALVE BOX
BVCS =
BEGIN VERTICAL CURVE STA11ON
k-56�30
EXISTING TOPO POINT
BVCE =
BEGIN VERTICAL CURVE ELEVATION
U.J
Uj
EC, =
END CURVE
Uj
EXISTING WATER METER
M.D.D. =
MAXIMUM DRY DENSITY
303
EXISTING CONTOUR W/ELEVATION
EVCS =
END VER11CAL CURVE STATION
>
U
STREET R/W
EVCE =
END VER11CAL CURVE ELEVATION
......
SAWCUT LIN.E
FL =
FLOWLINE
EXSITNG CATCH BASIN
FS =
FINISHED SURFACE
ELEV =
ELEVA11ON
NEW PAVEMENT
BON =
BEGIN
GB =
GRADE -BREAK
STA =
STA11ON
PM =
POINT OF VER11CAL INTERSEC11ON
POVC =
POINT ON VER11CAL CURVE
CL =
CENTERLINE
C.O.B. =
CITY OF BAKERSFIELD STANDARDS
201 =
DISTANCE LEFT OF CENTERLINE OF ROAD
20'R =
DISTANCE RIGHT OF CENTERLINE OF ROAD
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BASIS OF BEARING
KEY MAP
HENRY LANE IMPROVEMENTS
QUANTITY
ITEM 1
79 L� F.
— LOCAL STREET
99 C.Y.
— EARTHWORK
80 TONS
— ASPHALT CONCRETE PAVING (0.40')
4 9.3 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
I
GRAPHIC SCALE
30' 15, 01 15, 30'
(IN FEET)
I inch = 30 ft.
SHEET INDEX
SHEET
DESCRIPTION
C -1.01T
COVER SHEET
C-1.1
GENERAL NOTES
C-2.01?
HENRY LANE PLAN AND PROFILE
C-2.1
CITY STANDARDS
PEDRO J. PEDROZA
Land Surveying
and
Civil Engineering Services
425 19th Street
Bakersfield, Ca 93301
P. 661.578.1357
pjpedrozaggmail.com
ENGINEER'S STATEMENT. -
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND, TO THE BEST OF
MY KNOWLEDGE AND BELIEF, COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN
CRITERIA AND 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 CONSTRUC11ON SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CONDITIONAL USE
CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
??,rjFESSi PERMIT# 18-0317
D. JOB:
APPROVED BY: � J1, JULY 17) 2020 cc No. �v
47354 DATE ISSUED FOR
ROGER D. HANEY DATE 6/10/20 1 ST REVIEW
R.C.E.- # 47354 CIVIX. 7/2/20 2ND REVIEW
7/16/20 3RD REVIEW
REVIEWED:
RYAN STARBUCK DATE
TRAFFIC ENGINEER NO. REVISIONS
REVIEWED* FL &RA0F*A0MW
STUART J. PATTESON ASSISTANT PUBLIC WORKS DIRECTOR DATE
R.C.E. # 44898
APPROVED BY:
-�Oe, NICOLAS FIDLER PUBLIC WORKS DIRECTOR DATE
R.C.E. # 61069
OF
4
CITY RECORDS NO. SHEETS
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ENGINEER'S STATEMENT. -
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND, TO THE BEST OF
MY KNOWLEDGE AND BELIEF, COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN
CRITERIA AND 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 CONSTRUC11ON SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CONDITIONAL USE
CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
??,rjFESSi PERMIT# 18-0317
D. JOB:
APPROVED BY: � J1, JULY 17) 2020 cc No. �v
47354 DATE ISSUED FOR
ROGER D. HANEY DATE 6/10/20 1 ST REVIEW
R.C.E.- # 47354 CIVIX. 7/2/20 2ND REVIEW
7/16/20 3RD REVIEW
REVIEWED:
RYAN STARBUCK DATE
TRAFFIC ENGINEER NO. REVISIONS
REVIEWED* FL &RA0F*A0MW
STUART J. PATTESON ASSISTANT PUBLIC WORKS DIRECTOR DATE
R.C.E. # 44898
APPROVED BY:
-�Oe, NICOLAS FIDLER PUBLIC WORKS DIRECTOR DATE
R.C.E. # 61069
OF
4
CITY RECORDS NO. SHEETS
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50. 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 THE
LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT
GREATER THAN THAT WHICH CAN BE SURFACED DURING THE
FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL
ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERS]
DROP-OFFS ON EACH LANE. SUCH ADD111ONAL ASPHALT
CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM
TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO
PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND
BREAKER, MAY BE PLACED UNDER THE CONFORMS TO
FACILITATE THE REMOVAL OF THE CONFORMS MEN PAVING
OPERATION RESUME.
51. MERE 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 LANES OF
THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO
PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE
DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT
CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN
10 FEET. ADD111ONAL ASPHALT CONCRETE SHALL BE PLACED
ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH
ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND
COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE
LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR
OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE
CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS
W14EN PAVING OPERAT1O1�S-RFSWd&-
52. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIi&111M OF
92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS
DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE
DETERMINED IN ACCORDANCE NTH CALIFORNIA TEST 375.
53. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE
IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF
THE MAXIMUM THEORE11CAL DENSITY, THE CONTRACTOR WILL BE
ADVISED THAT THE REQUIRED RELATIVE COMPAC11ON IS NOT
BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES,
OR BOTH, IF NEEDED, ARE TO BE ADJUSTED. ASPHALT
CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL
THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE
ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE
REQUIRED COMPACTION. IF ANY -SUCCESSIVE TEST AFTER N0110E
IS GIVEN DOES NOT MEET THE SPECIFIC RANGE, THE ASPHALT
CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND
REPLACED NTH MATERIAL THAT MEET THE IN-PLACE DENSITY
REQUIREMENTS.
54. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE
INDICATE THAT THE RELATIVE COMPACTION IS EITHER I ESS
THAN 90 PERCENT OR MORE THAN 96 PERCENT THE ASPHALT
CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND
REPLACED NTH MATERIAL THAT DOES MEET THE 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 BY -
55.A. A PROPERLY CALIBRATED NUCI FAR ASPHALT TESTING
DEVICE IN THE FIELD, OR
55.13. ASTM D1188 MEN SLABS OR CORES ARE TAKEN FOR
LABORATORY TESTING. ZINC STEARATE MAY BE
SUBS11TUTED WITH PARAFFIN.
55.C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED.
56. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES
NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE
BROUGHT WITHIN TOLERANCE BY EITHER:
56.A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZED DIAMOND
BLADES
56.13. REMOVAL AND REPLACEMENT, OR
56.C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY.
THE METHOD WILL BE SELECTED BY THE CITY
ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE
CONTRACTORS EXPENSE.
57. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED
SURFACE TO 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
TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE
PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL CONFORM
TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE
LAST FOUR PARAGRAPHS OF SECTION 42-2.02,
"CONSTRUCTION", OF THE STANDARD SPECIFICATIONS. A FOG
SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT
SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL
COAT SHAH BE EITHER REJUVENATING AGENT OR ASPHALT
EMULSION AS DIRECTED BY THE CITY ENGINEER.
58. 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 "GREENBOOK ...... WHICH ALLOWS UP TO 50% OF THE
VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND
CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED
BASE OR A COMBINATION OF THESE MATERIALS. OTHER
RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE
SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY
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 BY ASTM D-1 557 TO A DEPTH OF 1.0' BELOW TOP
OF SUBGRADE AND 1.0' TO EACH SIDE OF APPROACH AND
C?,OSS-GUT_E- R.
f 0. PAVING CONTRACTOR SHAH GRADE THE PAVING AREAS TO THE
FOLLOWING MODIFIED CALTRANS STANDARDS SPECIFICATION
SEC11ON 19-1.03 PER THE CITY OF BAKERSFIELD:
IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF
MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO
THE FOLLOWING:
A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE
BASE IS TO BE PLACED ON THE GRADING PLANE, THE
GRADING PLANE AT ANY POINT SHALL NOT VARY
MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE
ESTABLISHED BY THE ENGINEER.
B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN
ASPHALT CONCRETE BASE) IS TO BE PLACED ON, THE
GRADING PLANE, THE GRADING PLANE AT ANY POINT
SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR
BELOW THE GRADE ESTABLISHED BY THE ENGINEER.
APPROVED BY:
ESS/
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at No.
47354
clvl\�
OF CA0f
,1111 LT 171 2020
PEDRO J. PEDROZA
Land Sury
and
Civil Engineering Services
425 19th Street
Bakersfield, Ca 93301
P. 661.578.1357
pjpedroza@gmail.com
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CONDITIONAL USE
PERMIT# 18-0317
JOB:
DATE ISSUED FOR
6/10/20 1 ST REVIEW
7/2/20 2ND REVIEW
7/16/201 3RD REVIEW
OF
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STA:
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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.
STA:
1+54.51
ELEV:
381.99
PAVING SEC11ON
TRAFFIC INDEX = 5.0
CONSTRUCT 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
W
EXISTING CURB/GUTTER
AND SIDEWALK
EXISTING PAVEMENT
X:,
X,
rS 382.21 FS (38228)
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CONSTRUCTION
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EXISTING TYPE "B" CURB PER C.O.B. STD. ST -1
B CONSTRUCT 23 WIDE OACH PER C.'O.B. STD. ST -4
A EXISTING. IMPROVEMENTS 4 fr\ Z)AWW1/UK1NV ANU MAIlUrl tAQ)"Nu PAVEMENI AS DIRU'lic-D Di InE
R/W UC ENGINEER.
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S C N S WALK P
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EXISTING CROSS GUTTER PER C.O.B. STD. ST -9. SUBGRADE FOR THE
Os: ( i 7 To A DEPTH OF 1.0� BELOW
S� TTE S L 8 C T
20' 10 ZCROSS-GUTTER SHALL BE COMPACTED TO 95% TO A DEPTH OF 1.0' BELOW
0
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EXISTING PAVE ENT SHALL
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IZWAII PPUAIN IN PlArlp" I T I I
l.t)7* IV ).Z)/* I - D79 I u 3.5%
------ a- EXISTING VAULT SHALL BE ADJUSTED/RELOCATED AS REQUIRED
A \77 7_777
7 X
CONSTRUCT 6.5' WIDE SIDEWALK
prp r () R qTf) CZT- C�
GRAPHIC SCALE EAYING �ECIION EXISTING 6- CURB/CUTTER
of PER C.O.B. STD. ST -1 z
10, 10, INSTALL 0.40' TYPE B AC/ 0.50' AB 1.0' NATIVE U -i
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VERT: 1"=2'
EXISTING IMPROVEMENTS I P� 4
R/W (uni
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±22' 130 4 Il- --
388
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EXIS11NG GROUND PROFILE
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0 20'R OF CL
STA:
1+ 61-53
STA: 1+73.53
....... ........ ...... ...........
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........... .......................
... ....... ..............
....... .......................... ....................... ELI
_V_-_38171 ... ........................
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38-1--.69
EXISTING FLOWI-INE PROFILE
BGN CURB/GUTTER
END CURB/GUTTER
380
0 20'R OF CIL
-0.50%
0.'7%
380
I
STA: 1+67.53
6753
......... ............... ....................... .................. .......................
................... .... ......
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EXISTING
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FLOWLINE PROFILE
............... I—— ...................... .. .......
.......................
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376
376
1 _rvv I -I- Du Z+uu
FLOWJNE PROFILES
HENRY LANE TYPICAL STREET SECTION
A
Looking North Scale: 1":10' 20 1 u 4
EXISTING PAVEI IENT SHALL
EXISTING CURB/GUTTER BE REMOVED A� D REPLACED
SHALL REMAIN IN PLACE 1. 5% TO 3.5% 1. 57o TO 3 5%
_7 Z;4
SEE PLAN FOR 6 6 4 AS DIRECTED
PAVEMENT EXTENT BY CITY CONSTRUCT DRIVE APPROACH
EXISTING PAVEMENT uj UJ ENGINEER (TYP.)
= PER C.O.B. STD. ST -4
q?,oFESS/
C-1
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47354
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JIM M. SCHROETER
R.C.E. # C-46185
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CITY RECORDS NO.
PEDRO J. PEDROZA
Land Surveying
and
Ovil EngineeringServices
425 l9th Street
Bakersfield, Ca 93301
P. 661.578.1357
pjpedrozaggmaii.com
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w r1. -431"I'MIMAY
FL 381.71 END CURB/GUTTER w F: - CE,
FL 381.69
.4
STA: 1+67.53, 21.931
STA.-_ 0+99.00
END X -GUTTER
00
CL HENRY LANE AND
CL HENRY LANE FL 381.70
Iro.
.............
ROSEDALE HWY ......
YAC 11N�
K_301,7
STA: 1+40.75. 0.00'
L
FS 382.11
w CL 23' WIDE DWY FS 382.09
NO*31'53"E 1+ 0 MATCH MATCH
4
�x
382,11,
FS (382.98) FS (382.34)
S (382.08)
Uj
4- FS (382.06)3 5
U)
0 STA: 1+29.51. ?0.00'R
C
'U-) C
0
G13
LO :x .........
U) STA: 0+93.86, 14.5 'R FS 382.64 C -4
.......... FS 382.08
C)
6 At
FS 382.87, MATCH /-MATCH FS 381.98 1 X 12% 4
. . . . . . . . . . .
. . . . . . . . . . . .
04
MATCH
MATCH FS 382.03
STA: 0+93.56, 17. 9R STA: 0+99. 4. 20.09'R FS 382.00 35
382.08
A IATCH
AP
FS 382.80, MA H MA'
..........
........ .....
"1'51 7"":
`77.17,
777 7
17
.........
STA: 1+73.53, ZO.QO'R
STA: 0+94.20, 19.55'R . ........... ....
.... ......... ... <
. ........ ......
..........
END IMPROVEMENTS
.......... . I ... ... ..
. ... .............
- - ---- -----
BGN IMPROVEMENTz
1.65%
382,92 IN
InE 0,./ X,
QOO _3822 N,..,�STA: 1+67.
)00 3
000
20. 00'R
>< )00 82, 0 0 0 IJ H'ix
R._1V`K1R1 " '11- J" , - I X A. ,
Lq - A� 10
0 4 BGN X -GUTTER
:R U�
M
m- )00 11_11Cx 00
0
C) ?C6 004
Mto
_000 B FL 381.96
)00 4
_xz 000 N 00(
a x
W8
>00 4 000 2.
)00 4 000. W8
r8 A W8 - 0-0-1
D
w
004.,
Ul) 000
00 U') 000,_ F
x 000 00( D
00 000-
x
FS 383.13 4
A G
FS 382.8 44'
5 r
F
FS 383.12
FS 382.
If 5 ',1
T P FS )82.68 ,10.78'
MATCH 3"$2" 12 V 9
?8/2., 7' FS 382.56 8 3. /i.u, f
SAWCUT AND REMOVE EXISTING /31TTR-FL. FS 382.70 z
CURB/GUTTER. TRANSITION TO Z)
MATCH BACK. OF WALK 0
APN: 452-060-23 SAWCUT AND REMOVE 5' OF 0
PEDESTRIAN EASEMENT PER EXISTING V -GUTTER. TRANS111ON
DOC NO. 22QO98955 TO MATCH BACK OF WALK
Uj
�Tff
)8
�FH
r 0
Uj
Q_
C>
CL
N��110
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
PAVING SEC11ON
TRAFFIC INDEX = 5.0
CONSTRUCT 0.40' TYPE 8 AC/ 0.50' AB 1.0
NA11VE SOIL COMPACTED TO 95% M.D.D.
PER C.O.B. STD. ST -11
VNI w
EXISTING CURB/GUTTER
AND SIDEWALK
_Z_z
x
x
x
CITY
COUNTY
APN: 452-060-22
GRAPHIC SCALE
10, of 10,
HORIZ: 1"=10'
VERT: 1"=2'
3 1 '1 a 0 a
EXISTING PAVEMENT
x
FS (�82 . 21)-/
x x
3+00
-4-
FS (382.28)
A EXISTING IMPROVEMENTS
R/W
±22
.14 20' 10
14.5' SAWCUT LINE F27o MIN.
H
L CONSTRUCT 6.5' WIDE SIDEWALK
PER C.O.B. STD. ST -5
P KICTD"rT A" rl"DO /1-_"TTrD
x
k
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 COMBINA11ON SIDEWALK PER C.O.B. STD. ST -5
CONSTRUCT CROSS GUTTER PER C.O.B. STD. ST -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
PUNG 5EQBON
PER C.O.B. STD. ST -1 Uj
INSTALL 0.40' TYPE B AC/ 0.50' AB / 1.0' NATIVE m
W
SOIL COMPACTED TO 95% M.D.D.
PER C.O.B. STD. ST -11 Uj
EXISTING IMPROVEMENTS <
R/W Uj
Uj
CL
HENRY LANE TYPICAL STREET SECTION ±22 130' 4'
A Looking North Scale: 1":10' 20 10' 4'
14.5' SAWCUT LINE
F27* M I N.
r4
7P
L
CONSTRUCT DRIVE APPROACH
EXISTING PAVEMENT Uj Uj
z 'PER C.O.B,. STD. ST -4
EXISTING
PAVEMENT RAIANG
3%-4%, INSTALL 0.40' TYPE B AC/ 0.50' AB / 1.0- NATIVE
SOIL COMPACTED TO 95% M.D.D.
PER C.O.B. STD. ST -11
EAM119 50110N
EA)ANQ ZOO INSTALL 0.40' TYPE B AC/
INSTALL 0.40' TYPE B AC/ 0.50' AB / 1.0- NATIVE
0.50' AB / 1.0' NATIVE SOIL COMPACTED TO 95% M.D.D.
SOIL COMPACTED TO 95% M.D.D. PER C.O.B. STD. ST -11 TYPICAL DRIVE APPROACH SECTION
PER C.O.B. SM. ST -11 12' WIDE V -GUTTER PER B Looking North Scale: 1":10'
C.O.B. STD. ST -9
-T-%Zf-%T1*"% A I twft M t"% t"% em% t-% I I I I I-- n n r! f"" ^ h I
Looking West Scale: 1":10'
APPROVED BY:
eofESS/
el
No.
47354
CIVI
OF if
ROGER D. HANEY
R.C.E. # 47354
July 29, 2020
CITY RECORDS NO.
PEDRO J. PEDROZA
Land Surveying
and
Civil Engineering Services
425 19th Street
Bakersfield, Ca 93301
P. 661.578.1357
pjpedroza gmal.com
U.1
..j
z �4 U.
< 0
CL 00
>_1 C� r)
r)
z C*) z
<
U
w Z
> <
0
ry r)
CL .4 V�
Uj
4!� z
<
LLJ
W
w ry
F-
V) Uj
T. -
I
m
OF
4
SHEETS
ISSUED FOR
1 ST REVIEW
2ND REVIEW
EASEMENT INFO I
m
OF
4
SHEETS
Ro#*.v. oloWfim at th"Aspopt s
$0,max*NM slope,
not he M6# eltwflw al obier,
;bt M6 P4,e&M. offi"*e o"wd
Qjrb t'hom the Ot
*WSW
to
Rd
per sT-,la. 4 tv,
Ph -
A
sewcut Portland Cement Conarte, see
Wd
t A# W010MMA0 ftltan*d� -confOrm to :the
7-EVOsko *tssW be cw0*0cW,at; Ak of ShIc4m
ff"'We sectimo Of �6" e#b
4"oftt M AStote �of
v -VA
atao* f zetwns wd at R.ema*om hitw*-s. V.-makened
60KM4 D4001timt of: bwWwtalka, Uvn*rd
.2 0*� b�* sh4# be P/ I W-00 at ; 10 4r ma "mum ktarya$
_*d&,otk0s'V'- hewfir Ithown ds- 11odard 4w!
too. cooter'd'*W 40toao dwre&*fts.
awoot Vity aAorowd ouift.
bponsion jbints iney he offinketed kr aftbed coit. and gutter.
.2 A =mt'Sbwt,A&m# iaued &
y , e* Dr of *m&d
V0,
004 jant'ar '' d
-M, shdV ton*Of pf prebmed shW 9
AOA� Rks must VC00"Y 0#_ 004 MAin Me
**k reslAmat compound that von)�" to Me reWirmads of
120
Me- Stodord 4vefficutions
I Ar. Of tw Of: Orb ond OW shaff be
od guff- or,
A *0*:of 4�0* Curb er behg fm A
caUbW40d fiW t9.7* ond V.M sw;tbn zol �cpmoqctsd'
r�t shaff te sawf Olt'. ft: 01*:0 romoval'a, *eded
.to WX 0f 00*Wn dy 40sity as dete"hed ��y..ASTA(
b y- ffi, 0 Uty Engbw The SeVtk0bM_ffl 46MYed' Oaf/ be a
1!�57- to a;:dvffi;,of A top -of W*.O&
5-0147 1W9tV(vd;sa#wts'sbq# a/*, WO &*t,'-
',�Owo no to, extwZoz
score.fine, h*41cmWit, �Oav -#r 0 locatkin
400f & now. aw
4 COcrele curb dod gutter tofevin
to 00 adixwt ods unless othero* OvqW
minor concrate,
Overcut exisffig pavement 10` bWd
(ohl. tamilott. OPOW 50 -0/0 )V)f. Cb0CM10 �" 0001o*
SWWS hei7g,re#hved my -be poured oya�st e*ting
no, adOw w*ss! phor Wrowl is oblaned #ft the:
K"Oft. #* �
4700 V Pf W. approjo
compactka See Notes 7 and 10
4n the am, pow vow't
0W t -be W -ja
7�M A -A
&e.et* �ofcvwetv, as- *ectsd
5. rober bms &6df he aff *ced on Me side #aced np*t to
ft0§P0#t pd& shd coofam to mq*mmts of SWdard.
ffie. coovte end,shaff not be -less thon 1.51W aft behy
DOM# ST -111
w)�* Forms and st� A# be #etted hwe*ta(f
t of
V* of Cato* 401000, Trqft*w�tdmm,
pl* t 00oproat -of cmaetA.
Wift 4
0cwtone a# oewafrb md,#
e -,Cm. 'W - �w
.9; S -c.. of !,w t h f.or
ig /�Movw
tested to *Iect ovo fiO* pater *,v arewhftg mwe thal
6. aoovte: x6oces shaV he kowaW &?Wffit, adod and
avi, of standby vvtlw ".40 mftw
007 0W 0 A9.0 biraw ft* ftos** ofier *404
84owhWd t OW# occompany
d# 009* $UrIftm $baff mceive! 0 calipwo, j)VAOR, cwthv
:f
VIC"
ff. Tom e g, md- W of
is rW, on v#
op V -W, - COVA04 CoOrmng, to te -
V, aw, patiOdh 07y,Enginew.
uam anot6w y
M -p"01004 Of i* �Vwow AM 7he.concrete
true to pv* a0d,dost gechon� ond cw� oted to
MoOst ft W"w jl�r
�sfwrbe topt" ON,
zudrb ffie
boe wd gufter PW bo,:pwmkW by aty
10. S�dkhs b w.9 q#hredmay h jppoonW 9940'Ist MWIA
Mg
0-15-5,116 a do 0. of 40'below Ap of
Ro#*.v. oloWfim at th"Aspopt s
$0,max*NM slope,
not he M6# eltwflw al obier,
;bt M6 P4,e&M. offi"*e o"wd
Qjrb t'hom the Ot
*WSW
to
Rd
per sT-,la. 4 tv,
Ph -
A
sewcut Portland Cement Conarte, see
Note 6 for concrete requirementa
4
4 '4
Existhg commle surfach7g.
4 JA
A
1.4 11
-Note 7,
_T.
4.00 0
-
_F
a 0 3-oi-
of* ftso Vt.ta
t 0' Affegate Basg' kth 95X relatim
0=�Qttlw av*�� a6z fm*
compoetka See Note 10 for requirementa
120
Qmpa�tvd subgrude or 2 sad
6&
sod cement sAfffy
PA71W AV 996!2�9�AQE
Asphoffic 8kder
sawcut Asphdtk, Binder
rack coat
&O'n1hki.
9 ing
NN i t a4malt
concrete pawment
',�Owo no to, extwZoz
0 Undstutbed mat&W.
Notes 7 ond 10 for reWkements, 0
0 0 0 0
Overcut exisffig pavement 10` bWd
1.0�11. t
oor
TN�
C
compactka See Notes 7 and 10
0 0 0
7�M A -A
A Aff 00*7009'. 40dmatm-W .00 onstrm to
1. 40* jibint W*00,0W M*t orf pmf&med
wtims of me VM* 0~
00 Of dvi*% ram%wt dava" ffio 000" to the
t of
V* of Cato* 401000, Trqft*w�tdmm,
mg*nm* of 0a Shodord
W ft
tr -Ion os Shr*rd
e -,Cm. 'W - �w
.9; S -c.. of !,w t h f.or
ig /�Movw
C47 "Mmr 040L
I wkamefft Me "Out 0 Of removo "as
Z A twreal Sbwtj P rbsw, by city a
*1 r I 1why rot.ow
by- _IX . �j AV SOON."
. 7 0914-W
84owhWd t OW# occompany
00 -be a n7 ff* 58"o !/w d Is s�off
mum an �sam
av- va� the: qy,�*t-of-wq-,
-40 Witt �*Isthg or
A�.fvr cm ss gutter sw -be constmetO
-cm, form 47 *no4s w aid Jocatim to the 0
.1 r )bm gathg
true to pv* a0d,dost gechon� ond cw� oted to
4�� �MWM600-401= effiewse *voted
O,of mm*w 4Y. den", _T� as -deiermhod, ly2
10. S�dkhs b w.9 q#hredmay h jppoonW 9940'Ist MWIA
Mg
0-15-5,116 a do 0. of 40'below Ap of
PWP* ff Wd dUm d a f the
A&94* and 00 _0S$ Pita.
at bo
70*wl '400 o*ffig PaMV d#
ya t sh
4. 0imme Vr am. 15t� can
A'd
9f ov f �,w mo s.
a. Min. o r dff �y
iected h
Of Me Rwa& Sfft&asens
Me My toginew. Pa "*t. pqOO �sW cop6m to me
IV fnift* 0004* * owt cooteftl 05 O�� �)d)
40�fs bf Of Standwd ST -11,
40flaiale AdY contak go, 004" 0*P1 4"Po
.11, Rebar,:# atWO-0 tfoffi va)4 ffie. eatke *gffi of
Is 01aked- ftm iWe Cif VOW
ybh-
moss.9tUff, *&ding -Wa?, #0 2' 0�rWeht-vm:;ho1`1b%
A. 10*r fma be Wkmd on.- ffiel**!
asphalt concrete shall meet the requirements for
pbod nW . to * *0*: and sW niot be
Serdw 5 4Ar:*#a* usage of vott stuot
/M mon. 1, 5' ffik* aaa- beho w1fdred
ME
F�rnW and:su** d6aff be- wetted' #rme*tel
y
2CY19
STANDARD DRAWN
coftmete.
icu/sw
6 C&
40.0te Mam�.Oa h#,6-0wWed.sw.0, edl
S LES4
PAVEMENT PATCH "'
and Am gim u.ff0.t-btpomrA7i$h. hnnlediialtdy'
SCALE
ofter som*o ovwd wom �00� recefyo,
SHEET )a
4ppffeaft tf shb pontrited am' g
aTY OF BAKEFIFED ST -1 1
00"Wod emom* ta the)"Ovamb of the
STANDARD
CITY DIGNEER PUSUC WORKS DEPARIUMT
DRAWN
OW
Z M ORds
Of 4�� MWM #W*0W P/00 ) Ohis, 2;V'*v,
CROS U TTER
S G
s�0 ke ploced Owe pm, meets,ffie. ,zoss pft�-
SCAM:
Md et'lft� intaWs 0 the cmw piter a,
.............................. ............
as, -~ed'hy Am Ob(�&gooff.
io� 0% i wr-_
APPROVED BY:,
V?,oFE:SS/
No.
47354
clvk\�
OF CAOf
��ZTA
��Mf�
JULY 17) 2020
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
i �r 0A 11
IN
I
[9:10 811N."A * I
sewcut Portland Cement Conarte, see
Note 6 for concrete requirementa
4
4 '4
Existhg commle surfach7g.
4 JA
J. 0,
Nr
J. 00
64 . "A
_T.
4.00 0
-
_F
a 0 3-oi-
t 0' Affegate Basg' kth 95X relatim
compoetka See Note 10 for requirementa
Qmpa�tvd subgrude or 2 sad
sod cement sAfffy
PA71W AV 996!2�9�AQE
Asphoffic 8kder
sawcut Asphdtk, Binder
rack coat
TM* Co a t
9 ing
NN i t a4malt
concrete pawment
Hot Mix Aspholt (HMA), see
0 Undstutbed mat&W.
Notes 7 ond 10 for reWkements, 0
0 0 0 0
Overcut exisffig pavement 10` bWd
0 0 edge of excavatm, t)pkal each sde.
AggWate Bosg Wth 95X rekt1w
C
compactka See Notes 7 and 10
0 0 0
for requkements,
Compwted S11b de or 2 sac*
sod cemenraflulffy.
EA-TCHNNAS L1ff&Z:Q0ACAM/a24Q Am
NO TES.
1. All workmanship and matedals 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
40
Lqgpl reet - 0. r)pe A or T)pe 6 Hot Mix
St
known as 'Standard Specifications", current City
Asphalt (HUA) over 0.50'aggregate base.
approved edition.
2. A current Street Permit issued by the City of
Actwjg/ gr _Q_llector 2=t - 0. 70" T)pe A Hot
Mix Asphalt (HMA) over 1.0.0aggregate base.
BakersAeld Public Works Department must
accompany all work within the City right-of-woy.
8. With prior approval of the City Engineer, the
J. Sawcuts shall be made porallel 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 5. J, 1.
or as directed by the City Engineer. Minimum
patch width shall be 2.0'at its smallest
9. Asphaltic binder tack coat shall conform to
dimension.
the requirements of Section 39 of the Standard
4. Patches less than 20'from existing patches,
Specifications.
10. See City Standard Details ST -12 for trench
edge of pavement or gutter/median curb shall
be enlarged to include the remaining area of
backAll and compactkn requirements and ST -1J
existino oavement
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 contlnuous patch as directed
b the City Engineer.
y
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�
ME
Standard Specifications. The cementItious
2CY19
STANDARD DRAWN
material content of the concrete must be at
icu/sw
least 590 lblcu )d Concrete shall contain no
additives unless prior approval is obtairied from
S LES4
PAVEMENT PATCH "'
the City Engineer.
SCALE
APPROVED
SHEET )a
aTY OF BAKEFIFED ST -1 1
CALFOFHA
CITY DIGNEER PUSUC WORKS DEPARIUMT
APPROVED BY:,
V?,oFE:SS/
No.
47354
clvk\�
OF CAOf
��ZTA
��Mf�
JULY 17) 2020
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
i �r 0A 11
IN
I
[9:10 811N."A * I
� �1 11 � � V I I&T 611#1 k, 601111111111111
OF
SHEETS
lisa We]
Amin
� �1 11 � � V I I&T 611#1 k, 601111111111111
OF
SHEETS