HomeMy WebLinkAbout1.1-6531 Revision!.jNIT ONE.
6" CURB & GUTTER
6' CURB & GUTTER 14,107 L.F.
4� CONCRETE SIDEWALK
4* CONCRETE SIDEWALK 47,872 S.F.
6' CONCRETE DRIVEWAY
6m CONCRETE DRIVEWAY 15,543 S.F.
A.C. PAVING
A.C. PAVING 7,785 TONS
AGG. BASE
AGG. BASE 8,610 CU.YD.
EEL CHAIR RAMPS
WHEEL CHAIR RAMPS 19 EA
STREET NAME SIGNS
MEDIAN 300 L.F.
STOP SIGNS
SAW CUT 218 L.F.
vWARN/REG* SIGNS
STREET NAME SIGNS 16 EA.
STRIPING
STOP SIGNS 3 EA.
STREET LIGHTS
WARN/REG" SIGNS 3 EA.
INNER CONNECT CONDUIT
STRIPING 5,360 LF.
SURVEY MONUMENT ENCASEMENT
STREET LIGHTS 11 EA.
6' BLOCK WALL (W/2' RET)
INNER CONNECT CONDUIT 2,680 L.F.
LANSCAPING
SURVEY MONUMENT ENCASEMENT 19 EA.
14.
6' BLOCK WALL (W/2' RET) 2,875 L.F.
1.
LANSCAPING 23,611 S.F.
6" CURB & GUTTER
13,241 L.F.
4� CONCRETE SIDEWALK
42,849 S.F.
6' CONCRETE DRIVEWAY
14,157 S.F.
A.C. PAVING
4,593 TONS
AGG. BASE
5,423 CU.YD.
EEL CHAIR RAMPS
21 EA
STREET NAME SIGNS
14 EA.
STOP SIGNS
3 EA.
vWARN/REG* SIGNS
3 E.
STRIPING
4,766 L.F.
STREET LIGHTS
11 EA.
INNER CONNECT CONDUIT
2,383 L.F.
SURVEY MONUMENT ENCASEMENT
16 EA.
6' BLOCK WALL (W/2' RET)
2,370 L.F.
LANSCAPING
19,423 S.F.
ADDIDQNAL NQJ5 ®Nr
OWNER: AHE ROAD DEVELOPMENT, LLC
P.O. BOX 2346
BAKERSFIELD, CA 93303
SUBDIVIDER: LENNAR HOMES OF CALIFORNIA
5251 OFFICE PARK D., STE. 400
BAKERSFIELD, CA 93309
ENGINEER: MITHTECH/USA, INC.
1424 17TH STREET
BAKERSFIELD, CA 93301
008/20/07
Drawing File: FSTR6531
J�flmtoli
BEING LOT 9 OF P.M.W. #04-0357 AS PER THAT
CERTAIN CERTIFICATE OF COMPLIANCE RECORDED
DECEMBER 14, 2004 AS DOC. #0204307843, O.R.
IN THE OFFICE OF THE KERN COUNTY RECORDER.
ALSO , PORTION OF .
27, ;1M.D.M.BAKERSFIELD,
COUNTY OF KERN, STATE OF CALIFORNIA.
TRACT No. 6531 PHASES 1�2
CONSTRUCTION PLAN%'&'Ii
STREET PLANS AND PROFILES
SENO MMK SET:
' ENCASEMENT CL,
OF
IN ' OF PAVED
Aw
THE EXISTENCE AND LOCATION , .a PIPES OR SHOW
ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST
41F OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOW
CONTRACTORTHE
UTILITY LINES SHOWNAND ANY 01HER LINES NOTOF RECORD OR NOT ON THIS
DRAWING.
ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH
INFORMATION OR DATA PERTAINING TO UNGERGROUND UTILITIES.
UNDERGROUND SERVICE ALERT SHAH BE CONTACTED TWO WORKING DAYS PRIOR TO 6ONST-
' aN 1-800-227-2600
ENGINEER'S A
HEREBY
CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA,
AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADV11-
r AGENCY OR
OTHER REVIEW BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAININGS ON THESE PLANS
AND ANY ERRORS, OMISSIONS, OR VIOLA11ONS OF THOSE ORDINANCES, STAN-
DARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION.
ri
r
ROBERT E. S If RCE 35473 DATE
EXP.—30--7
,&0051PAI A ig y
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7 Z 01D,AVIELOA1
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NUMBERSAL
NOTE
SIGN ARE sD
OTHERWISEUNLESS r r BY (CA).
(CA) INDICATES
A
h
f i '
INDEX
SHT, NO.
SHEET DIESCRIP110N
1..
TITLE SHEET
2.
NOTE SHEET
3.
MOONOOD WAY
4.
SYCAMORE WOOD LANE
5.1Ks
HAWTHORN TREE LANE
6.4.
WILD OLIVE COURT
7. PAR.
CHESTNUT WOOD DRIVE
8.
FIRE OPAL DRIVE
.
PAPER BIRCH LANE
10.
EMPRESS TREE DRIVE
11.
ABELIA WOOD WAY
12.
GLEN ROSE AVENUE
1.
YELLOW BIRCH WAY
14.
BAGUETTE AVENUE
1.
BAYBERRY TREE WAY
16.
CARROTWOOD AVENUE
17.
TULIP TREE WAY
18. :,fir
OCEAN JASPER DRIVE
19.
STAR MAGNOLIA WAY
20.
BLUE SPRUCE AVENUE
21.
BUCKEYE TREE WAY
2.
BERKSHIRE ROAD
2.
MOUNTAIN RIDGE DRIVE
24. 9111,
MOUNTAIN RIDGE DRIVE
25. R.
PANAMA LANE
26.
BERKSHIRE ROAD (STRIPING AND INTERCONNECT CONDUIT DETAIL)
27.
MOUNTAIN RIDGE DRIVE (STRIPING)
8.
PANAMA LANE (STRIPING)
2.
PANAMA LANE (MEDIAN)
ADDIDQNAL NQJ5 ®Nr
OWNER: AHE ROAD DEVELOPMENT, LLC
P.O. BOX 2346
BAKERSFIELD, CA 93303
SUBDIVIDER: LENNAR HOMES OF CALIFORNIA
5251 OFFICE PARK D., STE. 400
BAKERSFIELD, CA 93309
ENGINEER: MITHTECH/USA, INC.
1424 17TH STREET
BAKERSFIELD, CA 93301
008/20/07
Drawing File: FSTR6531
J�flmtoli
BEING LOT 9 OF P.M.W. #04-0357 AS PER THAT
CERTAIN CERTIFICATE OF COMPLIANCE RECORDED
DECEMBER 14, 2004 AS DOC. #0204307843, O.R.
IN THE OFFICE OF THE KERN COUNTY RECORDER.
ALSO , PORTION OF .
27, ;1M.D.M.BAKERSFIELD,
COUNTY OF KERN, STATE OF CALIFORNIA.
TRACT No. 6531 PHASES 1�2
CONSTRUCTION PLAN%'&'Ii
STREET PLANS AND PROFILES
SENO MMK SET:
' ENCASEMENT CL,
OF
IN ' OF PAVED
Aw
THE EXISTENCE AND LOCATION , .a PIPES OR SHOW
ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST
41F OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOW
CONTRACTORTHE
UTILITY LINES SHOWNAND ANY 01HER LINES NOTOF RECORD OR NOT ON THIS
DRAWING.
ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH
INFORMATION OR DATA PERTAINING TO UNGERGROUND UTILITIES.
UNDERGROUND SERVICE ALERT SHAH BE CONTACTED TWO WORKING DAYS PRIOR TO 6ONST-
' aN 1-800-227-2600
ENGINEER'S A
HEREBY
CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA,
AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADV11-
r AGENCY OR
OTHER REVIEW BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAININGS ON THESE PLANS
AND ANY ERRORS, OMISSIONS, OR VIOLA11ONS OF THOSE ORDINANCES, STAN-
DARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION.
ri
r
ROBERT E. S If RCE 35473 DATE
EXP.—30--7
,&0051PAI A ig y
r
jv is
7 Z 01D,AVIELOA1
I
7V
1 I�> cuas
-. ,J7_
AD
,A9p- 2.
.,c. f, 4, 7' _ ./
s ,.
NUMBERSAL
NOTE
SIGN ARE sD
OTHERWISEUNLESS r r BY (CA).
(CA) INDICATES
A
h
f i '
SEE SHEET 16
100
99
98
97
96
95
94
93
92
86
87
88
89
90
91
SEE
SHEET 25
51
50
49
48
47
46
45 ��
44
30 29
28
//;2
14
13
-�
<
43
SEE SHEET
3 MOONWOOD
WAY
c
15
l
42
31 r�
:D>
26
w
52
53
4
55
56
57
58
41
0
32 v
25
16
<
40
Ll
33 w
i
24
17
a
59
v
C/)39
>�
34 ®w
o
23
18
93
9 2
91
60
FIRE OPAL RIVE_
61
z
38
35
22
19
"'
SEE SHEET 8 ._ .
90
va
37
36
21
20
_
��
-"I NE
94
62
HAWTHORN
TRE
SEE
SHEET 5
v
89
95
63
gg
64 65
66
67
68
69
70
71
72
w
96
Qw
°-
�,
97
87
86
85
84
83
82
81 80
79
78
77
76
75
74
73
98
EMPRESS
TREE
DRIVE
>-
SEE SHEET 10
�__..
"
_.,
�
SEE SHEET 16
100
99
98
97
96
95
94
93
92
86
87
88
89
90
91
�s
d
147 148 149 150 151 152 153 154 15-
�
w
146 145 144 14.3 149
SEE SHEET 18
SEE SHEET 20
`�- 75 74 73 72
rw
w
■E
m
3
DISTANCE OF CENTERLINE: ,.�.^ e -r eq, K"
LOCAL = 11,697.61 L.F.
COLLECTOR = 3s836.63 L.F.
ARTERIAL = 1,476.43 L.F.
4_ A_v1
REVIEWED BY:
TRAFFIC ENGINEER: . �---
'o-"ereat�rtw`t..a.mwmn^*mra+w+xnr_nm;axe,rwunw.rn.,rneas..w�ye.�+ae: � )
V--
REVIEWED
'-:4%r
' ASSISTANT PUBLICOK IRE TO
� �VoFEssiE.
o��
No. 35473
� 9/30/07 x'
�c
FI
ACALx1���~�
/ lr
APPROVED
RAUL ROJAS RCE 39880. 2-1-07
PHPI IC WORKS DIRECTOR
CITY OF BAKERSFIELD
6531 ANL
TE S TREE Im.
ROBERT E. SMITH RCE 35473 DATE A JOB NO. - 05-103 SHEET 1 OF 29 SHE S
E
O
. REQUIRED
,} 1, TESTS } INSPECTIONS.
2. ALL COMPACTION TES11NG SHALL BE THE RESPONSIBILITY
DEVELOPER AND SHALL BE PROVIDED BY THE ENGINEER, NUMBER
AND LOCA11ON OF ; •. ; SHALL BE DETERMINED
BY THE CITY ENGINEER OR HIS AUTHORIZED
LOCA-
TION
PRIOR4. 1, ANY PHASE OF } !r THE CITY
NOTICE.CONSTRUCTION INSPECTION DEPARTMENT SHAH BE GIVEN 24 HOURS
5. IT IS THE RESPONSIBILITY ; CONTRACTOR ! ENSURE
ALL UNDERGROUND .•i OF
STREET RIGHT OF WAY, HAVE BEN COMPLETED PRIOR TO THE
START OF ! ! OF • '
6. WITH THE EXCEP11ON OF THOSE ON RETURNS, STREET SIGNS
} STREET LIGHTS SHAH } AT THE
EXTENSION OF LOT LINE WHERE BEEN
INDICATED ON SCONTRACTOR SHALL
ENSURE THAT ALL LIGHTS & SIGNS ARE PROPERLY INSTALLED.
7. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWI(INS M2G
SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL.
SIDEWALKROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED
WITHIN 6" FROM BACK.
8. ASPHALT
CONCRETE (TYPE • ASPHALT r • ►
CONCRETE •
SECTIONMODIFIEDI FOR AH ARTERIAL AND COLLECTOR STREETS AND TYPE 'B'
MOD FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS
IN A ! OF r;+}
IFICATIONS AND THESE SPECIAL PROVISIONS.
PRIOR
a!;► is ADDITION ;. ASPHALT ► ; R COMBINED MINERAL
AGGREGATE !• (MODIFIED) OR TYPE : (MODIFIED) • :
CONCRETE 1 !' TO THE REQUIREMENTS OF SECTION
39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR
l • 31e MAX11MUM, MEDIUMGRADING.
TRENCHING9. ANY ! BE CONDUCTED WITHIN THIS PROJECT BE
►
BACKFILLED AND COMPACTED PER CITY STANDARD ST -22.
10. AN OPEN STREET PERMIT SHAH BE OBTAINED FROM THE CITY OF
BAKERSFIELD PUBLIC WORKS DEPARTMENT PRIOR TO ANY WORK BEING
PERFORMED ACCEPTED STREET RIGHT-OF-WAY. UNIESS
SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN
APPROVED ENGINEERS ESTIMATE FOR WORK PERFORMED WITHIN THE
RIGHT-OF-WAY AND INSURANCE SHAH BE POSTED PRIOR TO ISSUANCE
OF TVIE • iu
06/20/07
Drawing File: FSTR6531
� ' it : r : • !.
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•
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LEGEND.
1. CURB } • SUBDIVI—
SION STANDARDS
2. STANDARD CHAIN LINK FENCE PER PLATE r
SUB—
DIVISION r''r
SUB—
DIVISION },.r
4. STMDARD CATCH BASIN TYPE 'A" PER PLATE D-14 CITY
SUBDIVISION } r
5. }.rr SIDEWALK - COMBINATION PER PLATE
CITY SUBDIVISION STANDARDS.
6. STANDARD SURVEY MONUMENT PER PLATE ST -13 CITY SUBDI
SION STANDARDS.
SUB—
DIVISION } `}
SUB—
DIVISION } •r
SUBDIVI—
SION},•r
SUBDIVI—
SION STANDARDS.
STANDARD11. STANDARD STREET LIGHT — MAST ARM TYPE PER PLATE ST -1
CITY SUBDIVISION STANDARDS.
12. CROSS GUTTER PER PLATE ST -17 CITY
SUB—
DIVISION [ STANDARDS.
}
13.
STANDARD !•• DRAIN a MANHOLE '
PER PLATE SW -4 CITY SUBDIVISION STANDARDS.
14. SIGN NUMBERS ARE FEDERAL CODES UNLESS
OTHERWISE INDICATED
INDICATES ! `NIA CODES
r�\KER!SFI El
5
TRACT No. 6531 t'm'jHAt';Ez'j 1�2
CONSTRUCTION PLANS
-STREET PLANZO"j46 AND PROFILES
e
40't EXIST.
PAVEMENT
D(ISInNIGAWM IMPROVWENTS VARIES
DIi T
4-
®4 4 4=14 4-411- CONSTRUCT
*M" MEDIAN CURD
(•)
R/W
34't EXIST. i 13' — 25'
PAVEMENT
SAWCUT 1' AND MATCH
EX. PAVEMENT AS
I DIRECTED BY CiTY 1 /4�
• _� I # ENGINEER PER. FT®
J-- 1I.=JJJ=1tJ=1J1.-==tf 114 i11�i(i
PAVING LIMITS Jt, �t iiaa
1-�
SEE PUN SHEETS PANAMA LANE
ARTERIAL STREET
1 A.C.
• COMP. L.
O '
R/W y 0 8
'-10' 4 —49 4
DSCAPE 11' 34' — 38' DIRT
LOT ER
6' OL WALL
STANDARD 5.5' SIDEWALK
1/4* PER, FT PER CITY STANDARD S-3
�r
_{il= ltl=itl:=llt =t1l==
COLLECTOR MOUNTAIN RIDGE DRIVE
PLATE S-27 - REVISED N.T.S.
AT STATION 10+00.00 36+38.75
CROSS
1 957o COMP. O.G.
N
a
'e'Ov+(t ES S j®
E.
w No. 35473
� 9/30/09
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6 0'
18'-20'
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PLATECROSS SECTION 60 RZW
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1 4" PER. FT, I PER CITY STANDARD S-3 •�
MSN k.
II ---111=.1tt= tilP:it1 =411.=t{1=:Itl=.lt1._t iii
COLLECTOR -- BERKSHIRE ROAD
PLATE S-27 — REVISED N.T.S.
AT STATION 15+14.06 ►1
CROSS SECTIO
T.I. 6.0 R--VAL 37
.3' A.C. OVER .7' C.A.O.
OVER .54' 95% COMP. O.G.
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LEGEND
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7-06 �,_ C5
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(TO BE Cf7NST, L7R EXISTS AS NUTEB)
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W-31(CA) SIGN WITH
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(SEE LANDSCAPE PLANS FOR ADD11IONAL INFO.)
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NOTES:
LEGEND
{ TRAVEL WAY' PRIM TO PLACEMENT �C A.B. ,� 12 UMIT UNE AND All OTHER PAINTED MARKINGS W/THERMOPLASTICcc T NUI T T
PAINT PER CAL -TRANS STD. SPEC. 8010-21C-19 LO
FUTURE INTERCONNECT CONDUIT AND PULL BOXES. INSTALLFOR FUTURE IRRIGATIONS LINES INSTALL ONE - 4� SCHEDULE 40 `�' LO
00 TS BE CL 7NS T L 7R I TE'
Q ONE - 2 SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK WITHPVC SLEEVE, AND FOR FUTURE ELECTRICAL LINES INSTALL E !
�5 PULL BOXES EVERY 400'. CONDUIT AND PULL BOXES TO Y SCHEDULE 40 PVC SLEEVE. EVES TO BE PLACED T STREET L T -° LUMEN I�E� L7 ST S-14
BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. PRIOR TO PLACEMENT OF AGG. BASE. �" STREET A SII ETR' E• T T-1
(SEE SHEET 26 FOR INTERCONNECT DETAIL} {SEE LANDSCAPE PLANS FOR ADDITIONAL INFO.}cc
TRAFFIC ONTRL2 S10 - AS NOTEB
STIPPLED AREA TO BE CONSTRUCTED IN PHASE 1.SAWCUT 1' AND MATCH EX. PAVEMENT AS DIRECTED BY CITY ENGINEER. `�' �°
3a- T ' NEE I
FUTURE TRAFFIC SIGNAL INSTALL TWO - 3 SCHEDULE 40 PVC w wII'i . . , T . T I N
TRAFFIC LIGHT ELECTRICAL CONDUITS TO BE PLACED PRIOR PAVEMENT TO BE REMOVED AND RECONSTRUCTED. S REVISED CAL SPAN ST -488A -
TO PLACEMENT OF AGG, BASE. W
�-m T SEVER AIN ANIS Y A ISE" T -
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N
04
® 393 403 �. FL 653
C)
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+ 58 0 58.70
® N 89°05'06" W
REVISION A BY:
ROBERT E. SMITH
DATE
R.C.E. 35473 EXP.
9-30-19
REA APPROVED
BY:
24
ljb,10-47
OX-'AizlA DATE
R.C.E. WvB EXP.
_i8
REVISION A : REVISED
CURB RETURNS TO
REFLECT CURRENT ADA
STANDARDS. `�
cl
TABLE
f -EX. FL 685
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EP
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58.04
CONST, TYPE B CURB & GUTTE 01
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CATION PER BOOK 6741, PAGE 2099, O.R.
A CITY OF BAKERSFIELD STREET RIGHT-OF-WAY DEDI-
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