HomeMy WebLinkAbout1.4-73041. HEIGHT OF WALL SHAD, BE W-0" MIN. MEASURED FROM GRIJUNIU AT HIGHItSl SIDE OF WALL
SEE WALL PROFILES FOR TOP OF WALL ELEWATIONS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING TIE AREA A.ONG THE WAIL
LINE. C T UCTIo PLANS
3. CONTRACTOR SHALL OBTAIN AND PROVIDE AL PERMITS REQUIRED BY CITY OF BAKERSFIELD
BUILDING DEPARTMENT AND/OR PUBUC WORKS DEPARTMENT
TRACT 6678 fl
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30 WIDE TEMP SEWER '
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NO. 0207084777 O.R.
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RED
ACT 7359
m 40' PUBLIC ACCESS EASEMENT
FOR INGRESS AND EGRESS
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AS
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EXISTING STORM DRAIN MANHOLE DECLARATION OF RESPONSIBLE CHARGE
EXISTING SIGN
C3 EXISTING UTILITY BOX THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY
iC EXISTING UTILITY STUB DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF TO COMPLY WITH
CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND THAT
SS EXISTING SEWER MANHOLE THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR
�i EXISTING POWER POLE OTHER REVIEW BOARD
- - - EXISTING OVERHEAD POWER LINE ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS
S - EXIsnwG SEWER LINEAND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE
PROPOSED FG FRONT OF WALL CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS
PROPOSED FG BACK OF WALL SUBMITTED TO TH CITY ENGINEER.
WALL - PROFILE VIEW TOP/FOOTING {{
WALL - PLAN VIEW
SIGHT LINES 1 3 LO 11i IIPj
EXISTING GROUND PROFILE VIEW L4LBERTO LOPEZR.C.E. (67602 DATE
REVIEWED: O `""".✓"`.-.`-'_." I G ,1 &.�1
RYAN STARBUCK - TRAFFIC ENGINEER DATE
TR #2327
REVIEWED: f®(j/� rTn.-G.
STUART J PATTESON - ASSISTANT PUBLIC WORKS DIRECTOR. DATE
R.C.E. 111 44898
ITS DELIVERY of THIS DRwrwNc sHouLD NOT DE
RANT
GUARANTEE TOCONSTRVENTOPARNYONE THAOVIDEA T 0.AL0.L DIMENSIONS YO
ANDR APPROVED: �'-.-.y-�,fenl 'A,.",y �I ,
DETAILS PRE EXACTOR TO INDICATE THAT THE USE
OFTHISOFDPSI OF AMFUTRE REVIEW AND NICOLAS FIDLER-PUBLIC WORKS DIRECTOR DATE
APPROVAL INFORMATION
IS AT THE SOLE USE OF THE
OF
THIS INPoRMpl10N I6 AT THE SOLE 0.tw(OF TIE DSE0. R.C.E. #61069
MINI STORAGE
ONE
ERNA
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NMI
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BERKSHIRE ROAD
RACT 7267
KEY MAP
SCALE: 1"=200'
SD
DRAWING INDEX
SHEETNUMBER SHEET TITLE
I TITLE SHEET
2 WALL PLAN STA 9+97.01 - 20+54.42
3 WALL PLAN STA 21+12.02 - 22+32.62
4 DETAILS SHEET
QUANTITIES
8' WALL (DETAIL F)
66.50 LF
11.5° WALL (DETAIL A)
4.
GRADE BREAKS IN FOOTING TO BE STEPPED.
23.51 LF
FIRE ACCESS WALL (DETAIL H)
5.
CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY C.O.B. BUILDING
162.46 LF
U
DEPARTMENT AND/OR PUBLIC WORKS DEPARTMENT.
�i
NQ
6.
NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR THE WORK IN THE UNDEDICATED ROADWAYS
GENERAL"
oa°
I
=
IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED.
aLU
7.
ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT
.,
PPOJECTLO ATON
STANDARDS SET BY PUBLIC WORKS WALL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE CALIFORNIA
ss
$
.ENGINEER,
BUILDING CODE (CBC). 2016 EDITION.
8.
MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE
FOUNDATIONS:
>
4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMLlM SLOPE SHALL BE 25.
2
99
Q
ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURRING BEHIND THE SIDEWALK OR OTHER
W
py
METHOD TO PREVENT EROSION ONTO THE SIDEWALK.
FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOIL BEARING SCHEDULE OR THE SOILS
REPORT AS PROVIDED.
9.
BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS. DETERMINED BY
U)Ill
� Q
A.S.TM. D-1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING.
�1®�1/'�p EHE:
CI A�l/Fl
10.
COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVEI-OPER SUBDIVIDER CONTRACTOR.
/
THE NUMBER AND LOCATIONS SHALL BE DETERMINED BY THE CITY ENGINEER.
MAS:
it.
WATER PROOF SURFACE WITH }° THICK ASPHALTIC WATER PROOF COATING OR APPROVED EQUAL
REINFORCING: DEFORMED ASTM A615, GRADE 60.
cc
AS PER CITY STD. NO.L-8 COAT ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO FOOTING.
CEMENT: PORTLAND CEMENT, It, ASTM C-1 �.
U
AGGREGATE: ASTM C-33 J° MAXIMUM.
~
12.
LAP FOR SPLICE OF REINFORCING STEEL SHALL BE 30 INCHES.
WATER: CLEAN AND POTABLE.
13.
EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER IN ALL WALLS.CONCRETE
MIX DESIGN FOR FOOTINGS AND WELL GROUTING,
Q
(/a
CLASS R" CONCRETE, 2500 P51 AT 28 0475.
14.
BLOCKS AND BRICKS SHALL. BE SET ON GRADE, TRUE, PLUMB AND STRAIGHT. CURVES SHALL
5.0 SACKS OF CEMENT (MIN) PER CUBIC YARD.
BE LAID OUT ON NO GREATER THAN 8 FOOT CHORDS (EVEN QUARTERS ON 32 FOOT SPACED
O
PILASTERS). HORIZONTAL MORTAR COURSES ON BLOC( SHALL BE W (4 1/8'). ALLlr
AGGREGATE (MAX).
REINFORCING STEEL SHALL BE TIED FIRMLY IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN
4" SLUMP (MAX).
END BLOCK WILL BE ALLOWED IN
GROUTED CELLS ONLY. NO BROKEN BLOCK WILL BE ALLOWED.
U
ALL CONSTRUCTION OF NON -MODULAR PIECES SHALL BE DONE WITH SAWCUTS.
ADMIXTURES: ONLY AS APPROVFO BY THE ENGINEER
15.
BLOCK COLOR SHALL BE UNIFORM IN TEXTURE AND COLOR.
TR
I&
CONTRACTOR
SHALL VERIFY LOCATION OF UTILITIES PRIOR TO COMMENCEMENT OF WORK AND
MASONRY:
NOTIFY ENGINEER
IF CONFLICT WITH UTILITIES EXIST. CONTRACTOR SHALL BE RESPONSIBLE FOR
REPAIRS TO DAMMED UTILITIES CAUSED BY HIS FORCES, BUT NOT COSTS TO RELOCATE IN THE
EVENT OF PROPER NOTIFICATION AHEAD OF THE CONSTRUCTION.
MATERIALS:
17.
ALL PROPER SAFETY PRECAUTIONS, INCLUDING AND BRACING OF WALL, SHALL BE
CONCRETE BLOCK MASONRY UNITS: ASTM C-90.
.SHORING
PROVIDED BY THE CONTRACTOR, ESPE:CLOLLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD
REINFORCING MATERIALS ASTM A615, GRADE 60 DEFORMED.
D
IS USED.
ADMIXTURES: ONLY AS APPROVED BY ENGINEER.
WATER: CLEAN AND POTABLE.
18.
PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT iTVO COPIES OF
SUBDIVISION IDENTIFICATION SCAN PLANS TO THE BUILDING DIRECTOR FOR REVIEW AND APPROVAL
MORTAR,
PURSUANT TO BMC SECTION 17.60.110 (N). ONE COPY OF THE SIGN PLAN SHALL ALSO BE
SUBMITTED TO THE PARKS DIVISION FOR RENEW AND APPROVAL SIGN PLANS SHALL INCLUDE
STRENGTH: TYPE S, 1200 PSI AT 7 DAYS AND 1800 PSI AT
28 DAYS.
COPY, DIMENSIONS, DOLOR, MATERIALS, LIGHTING, ANCHORAGE AND LOCATION OF SIGN(S).
APPROVAL OF THESE WALL PIANS BY THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE
GROUL•
APPROVAL OF ANY SIGNAGE.
STRENGTH: 1500 PSI AT 7 DAYS AND 2500 PSI AT 28 DAYS.
CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE GROUTING OPERATION.
19.
FOOTINGS SNAIL( NOT EXCEED THE WIDTH TOWN ON THE ALAS BY MORE THAN ANY
BLOCK SHALL NOT BE LAD AT A SUCH RATE TO CAUSE DEFORMATION OF LOWER MORTAR COURSES.
FOOTING WIDTH SHALL EXTEND BELOW TE
FORMWORK NECESSARY TO MAINTAIN THIS H4E FINISHED
TOP OF GRADE AT LEAST 16^ OR THE DEPTH OF THE FOOTING, WHICHEVER IS LESS
20.
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.
A DEPOSIT BASED UPON AN APPROVED
UNLESS SECURED BY A SUBDIVISION AGREEMENT,/Y
ABBREVIATIONS
ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE
SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT,
AC ASPHALT GRD
GROUND
BLDG BUILDING GUY
GUY WIRE
21.
UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO
BLKW BLOCK WALL HB
HOSE BIB
CONSTRUCTION. 1-800-227-2600.
BW BACK OF WALK INV
INVERT ELEVATION
CAN CABLE TELEVISION BOX JP
JOINT POLE
22.
ALL IMPROVEMENTS SHAT BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS
CB CATCH BASIN NG
NATURAL GRADE
OF THE CITY OF BAKERSFIELD.
OF CURB FACE ON
OVERHANG (EAVES)
CL CENTERLINE PL
PIPELINE
?3.
PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CRY CONSTRUCTION INSPECTION
CLF CHAIN LINK FENCE PB
PULL BOX
CMP CORRUGATED METAL PIPE PP
POWER POLE
SECTION SHALL BE GIVEN 24 HOURS NOTICE. 661 326-3049.
( )
CO CLEAN OUT (SEWER) PVC
PLASTIC PIPE
CONC CONCRETE RCP
REINFORCED CONCRETE
24
WALLS TO BE CAPPED WITH MORTAR CAP.
DL DAYLIGHT RR
PIPE RAILROAD
DI DROP INLET R/W
RIGHT OF WAY
BLOCK TYPE: SMOOTH FACE AND 1 COARSE FLUTED 6'X8"X18` BROWN OR TAN TO MATCH
DIA DIAMETER SS
SANITARY SEWER
EXISTING BERKSHIRE ROAD
DRV DRIVEWAY SL
STREET LIGHT
ELEC ELECTRIC SW
SIDEWALK
EDR EDGE DIRT ROAD SDMH
STORM DRAIN MANHOLE
PATTERN: RUNNING BOND PILASTER
EP EDGE OF PAVEMENT SSMH
SANITARY SEWER MANHOLE
ETW EDGE TRAVELED WAY TC
TOP OF CURB
EUC EUCALYPTUS TELE
TELEPHONE
�e
FNC FENCE TOE
TOE OF SLOPE
LEGEND
FF FINISH FLOOR TOG
TOP OF GRATE
FG FINISH GRADE TOP
TOP OF SLOPE
FH FIRE HYDRANT TOW
TOP OF WALL
(Y PP EXISTING POWER POLE
FL FLOW UNE TYP
TYPICAL
o EXISTING UNDERGROUND MARKER
FS FINISH SURFACE VLT
VAULT
GB GRADE BREAK WM
WATER METER
E- EXISTING DOWN GUY
GM GAS METER WV
WATER VALVE
----100---- EXISTING CONTOURS - MAJOR
ONE
OVERHEAD ELECTRICAL
--- --- ---- ------ -- EXISTING CONTOURS - MINOR
NOTE: ABBREVIATIONS SHOWN ABOVE MAY OR MAY
NOT BE EVIDENT ON MAP.
100 CONTOURS -MAJOR
99 CONTOURS - MINOR
- - - - - - - - GRADE BREAK
LIMITS OF COMPACTION
SO STORM DRAIN (SIZE AS NOTED)
EXISTING BLOCK WALL
TRACT 6678 fl
A
. . o
_ 1
rj �-'..w ,,�
30 WIDE TEMP SEWER '
j EASEMENT PER INSTRUMENT
NO. 0207084777 O.R.
e �
• 4f
m • 4rr{
A,
xi ,
RED
ACT 7359
m 40' PUBLIC ACCESS EASEMENT
FOR INGRESS AND EGRESS
m PER DOC NO.0205195833, O.R. O
AS
_, ,i'
OWw1E RIVERoe1GE c�<E
P�
s
m 0�PG
�9 P
-,t
E
k A,
EXISTING STORM DRAIN MANHOLE DECLARATION OF RESPONSIBLE CHARGE
EXISTING SIGN
C3 EXISTING UTILITY BOX THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY
iC EXISTING UTILITY STUB DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF TO COMPLY WITH
CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND THAT
SS EXISTING SEWER MANHOLE THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR
�i EXISTING POWER POLE OTHER REVIEW BOARD
- - - EXISTING OVERHEAD POWER LINE ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS
S - EXIsnwG SEWER LINEAND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE
PROPOSED FG FRONT OF WALL CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS
PROPOSED FG BACK OF WALL SUBMITTED TO TH CITY ENGINEER.
WALL - PROFILE VIEW TOP/FOOTING {{
WALL - PLAN VIEW
SIGHT LINES 1 3 LO 11i IIPj
EXISTING GROUND PROFILE VIEW L4LBERTO LOPEZR.C.E. (67602 DATE
REVIEWED: O `""".✓"`.-.`-'_." I G ,1 &.�1
RYAN STARBUCK - TRAFFIC ENGINEER DATE
TR #2327
REVIEWED: f®(j/� rTn.-G.
STUART J PATTESON - ASSISTANT PUBLIC WORKS DIRECTOR. DATE
R.C.E. 111 44898
ITS DELIVERY of THIS DRwrwNc sHouLD NOT DE
RANT
GUARANTEE TOCONSTRVENTOPARNYONE THAOVIDEA T 0.AL0.L DIMENSIONS YO
ANDR APPROVED: �'-.-.y-�,fenl 'A,.",y �I ,
DETAILS PRE EXACTOR TO INDICATE THAT THE USE
OFTHISOFDPSI OF AMFUTRE REVIEW AND NICOLAS FIDLER-PUBLIC WORKS DIRECTOR DATE
APPROVAL INFORMATION
IS AT THE SOLE USE OF THE
OF
THIS INPoRMpl10N I6 AT THE SOLE 0.tw(OF TIE DSE0. R.C.E. #61069
MINI STORAGE
ONE
ERNA
rwl�
n O "
NMI
^t
--` - LryDNICHi .CREEK WAY\,• 1
A
z r ,1
BERKSHIRE ROAD
RACT 7267
KEY MAP
SCALE: 1"=200'
SD
DRAWING INDEX
SHEETNUMBER SHEET TITLE
I TITLE SHEET
2 WALL PLAN STA 9+97.01 - 20+54.42
3 WALL PLAN STA 21+12.02 - 22+32.62
4 DETAILS SHEET
QUANTITIES
8' WALL (DETAIL F)
66.50 LF
11.5° WALL (DETAIL A)
1,061.59 LF
13' WALL (DETAIL G)
23.51 LF
FIRE ACCESS WALL (DETAIL H)
33.23 LF
FIRE ACCESS WALL (DETAIL J)
162.46 LF
E
50' WIDE PG&E EASEMENT
PER BOOK 2081,
PAGE 223, O.R. \
200' 0' 200' 400,
SCALE: 1"=200'
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE
OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING
UTILITIES EXCEPT AS SHOWN ON THIS MAP.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN
AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING.
ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR
DATA.
UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION BY CALLING
811.
IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
(NPDES), A "NOTICE OF INTENT- (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM
WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER
2010-0014-DWO AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD
IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT
REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (6WPPP) BE PREPARED, CONTINUOUSLY CARRIED
OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE
DISCHARGE IDENTIFICATION (WDID) NUMBER 5E15 7 i HAS BEEN ISSUED BY THE STATE WATER RESOURCES
BOARD FOR THIS PROJECT.
N
W
E
50' WIDE PG&E EASEMENT
PER BOOK 2081,
PAGE 223, O.R. \
200' 0' 200' 400,
SCALE: 1"=200'
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE
OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING
UTILITIES EXCEPT AS SHOWN ON THIS MAP.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN
AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING.
ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR
DATA.
UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION BY CALLING
811.
IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
(NPDES), A "NOTICE OF INTENT- (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM
WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER
2010-0014-DWO AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD
IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT
REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (6WPPP) BE PREPARED, CONTINUOUSLY CARRIED
OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE
DISCHARGE IDENTIFICATION (WDID) NUMBER 5E15 7 i HAS BEEN ISSUED BY THE STATE WATER RESOURCES
BOARD FOR THIS PROJECT.
VICINITY MAP
SCALE: N.T.S.
PROJECT CONTACTS:
OWNER / DEVELOPER
OLD RIVER ROAD, LLC.
998 HUSTON STREET, SUITE #C
GROVER BEACH, CA 93433
(805) 481-4033
CML: DIVERSIFIED PROJECT SERVICES INTERNATIONAL
1998 SANTA BARBARA STREET SUITE 200
SAN LUIS OBISPO, CA 93401
PH: (805)250-2891
CONTACT: ALBERTO LOPEZ
ALOPEZBDPSIINC.COM
SURVEY: DIVERSIFIED PROJECT SERVICES INTERNATIONAL
5351 OLIVE DRIVE, SUITE 100
BAKERSFIELD, CA 93308
PH: (661)371-2800
CONTACT: ROLLAND VAN DE VALK
RVANDEVALKODPSIINC.COM
GEOTECH: KRAZAN & ASSOCIATES, INC
2205 COY AVENUE
BAKERSFIELD, CA 93307
PH: (661)837-9200
CONTACT: DAVID JAROSZ
QSD: DIVERSIFIED PROJECT SERVICES INTERNATIONAL
1998 SANTA BARBARA STREET SUITE 200
SAN LUIS OBISPO. CA 93401
PH: (805)250-2891
CONTACT: ALBERTO LOPEZ
ALOPEZBDPSIINC.COM
SCOPE OF WORK
CMU SCREEN WALL PLANS FOR TRACT 7304 ALONG BERKSHIRE ROAD.
LEGAL DESCRIPTION
N
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0
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0
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VICINITY MAP
SCALE: N.T.S.
PROJECT CONTACTS:
OWNER / DEVELOPER
OLD RIVER ROAD, LLC.
998 HUSTON STREET, SUITE #C
GROVER BEACH, CA 93433
(805) 481-4033
CML: DIVERSIFIED PROJECT SERVICES INTERNATIONAL
1998 SANTA BARBARA STREET SUITE 200
SAN LUIS OBISPO, CA 93401
PH: (805)250-2891
CONTACT: ALBERTO LOPEZ
ALOPEZBDPSIINC.COM
SURVEY: DIVERSIFIED PROJECT SERVICES INTERNATIONAL
5351 OLIVE DRIVE, SUITE 100
BAKERSFIELD, CA 93308
PH: (661)371-2800
CONTACT: ROLLAND VAN DE VALK
RVANDEVALKODPSIINC.COM
GEOTECH: KRAZAN & ASSOCIATES, INC
2205 COY AVENUE
BAKERSFIELD, CA 93307
PH: (661)837-9200
CONTACT: DAVID JAROSZ
QSD: DIVERSIFIED PROJECT SERVICES INTERNATIONAL
1998 SANTA BARBARA STREET SUITE 200
SAN LUIS OBISPO. CA 93401
PH: (805)250-2891
CONTACT: ALBERTO LOPEZ
ALOPEZBDPSIINC.COM
SCOPE OF WORK
CMU SCREEN WALL PLANS FOR TRACT 7304 ALONG BERKSHIRE ROAD.
LEGAL DESCRIPTION
N
W E
0
w
0
CL
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BEING A MERGER AND RE -DIVISION OF PARCEL 1 OF LOT LINE ADJUSTMENT 72-04, LOT "B" OF LOT LINE w
ADJUSTMENT NO. 14-0385 AND LOTS 64 AND 65 OF TRACT 6678. ALSO BEING A PORTION OF S.W. Y4 OF SEC. o
29, T. 30S., R. 273., M.O.M. IN THE CITY OF BAKERSFIELD.
BENCHMARK
TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF PINE FLAT DRIVE AND THE NORTH BOUNDARY OF
TRACT MAP NO. 6359 PHASE 2.
ELEVATION = 344.54 (U.S.G.S. DATUM PER TRACT 6359-2 IMPROVEMENT PLANS)
BASIS OF BEARINGS
THE BEARING OF S 89'17'52" E FOR THE SOUTH UNE OF THE S.W. 1/4 OF SECTION 29, T.30S., R.27E.
M.D.B.M. (AND. BEING THE CENTERUNE OFMcCUTCHEN ROAD) PER TRACT NO. 6359 WAS USED AS FOR THE
BASIS OF BEARING SHOWN ON THIS MAP.
SiTE INFORMATION
APN: 540-010-09, 54
540-082-21
540-092-01
NUMBER OF LOTS: 136 - 39.66 GROSS ACRES
PHASE 1 - 88 LOTS
PHASE 2 - 27 LOTS
PHASE 3 - 23 LOTS
UTILITIES:
CIN FIRE DEPARTMENT
2101 H STREET
BAKERSFIELD, CA 93301
PH: (661)326-3911
WATER RESOURCES DEPT.
1000 BUENA VISTA ROAD
BAKERSFIELD, CA 93311
PH: (661)326-3000
SEWER/STORM DRAIN
CITY OF BAKERSFIELD
PUBLIC WORKS DIAL TOLL -227-260
PH: (661)326-3724 819 OR
(1-600-227-2600)
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICEALERT OF CALIFORNIA j
1.4-7304
WDID NO._ 5F15C372120 GRY REDDRDS No:
FG &RIC
P
PH: (877)743-7782
BRIGHTHOUSE NETWORKS
PH: (661)323-4892
TELEPHONE
TW TELECOM 1
PH: (661)616-5500
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BEING A MERGER AND RE -DIVISION OF PARCEL 1 OF LOT LINE ADJUSTMENT 72-04, LOT "B" OF LOT LINE w
ADJUSTMENT NO. 14-0385 AND LOTS 64 AND 65 OF TRACT 6678. ALSO BEING A PORTION OF S.W. Y4 OF SEC. o
29, T. 30S., R. 273., M.O.M. IN THE CITY OF BAKERSFIELD.
BENCHMARK
TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF PINE FLAT DRIVE AND THE NORTH BOUNDARY OF
TRACT MAP NO. 6359 PHASE 2.
ELEVATION = 344.54 (U.S.G.S. DATUM PER TRACT 6359-2 IMPROVEMENT PLANS)
BASIS OF BEARINGS
THE BEARING OF S 89'17'52" E FOR THE SOUTH UNE OF THE S.W. 1/4 OF SECTION 29, T.30S., R.27E.
M.D.B.M. (AND. BEING THE CENTERUNE OFMcCUTCHEN ROAD) PER TRACT NO. 6359 WAS USED AS FOR THE
BASIS OF BEARING SHOWN ON THIS MAP.
SiTE INFORMATION
APN: 540-010-09, 54
540-082-21
540-092-01
NUMBER OF LOTS: 136 - 39.66 GROSS ACRES
PHASE 1 - 88 LOTS
PHASE 2 - 27 LOTS
PHASE 3 - 23 LOTS
UTILITIES:
CIN FIRE DEPARTMENT
2101 H STREET
BAKERSFIELD, CA 93301
PH: (661)326-3911
WATER RESOURCES DEPT.
1000 BUENA VISTA ROAD
BAKERSFIELD, CA 93311
PH: (661)326-3000
SEWER/STORM DRAIN
CITY OF BAKERSFIELD
PUBLIC WORKS DIAL TOLL -227-260
PH: (661)326-3724 819 OR
(1-600-227-2600)
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICEALERT OF CALIFORNIA j
1.4-7304
WDID NO._ 5F15C372120 GRY REDDRDS No:
FG &RIC
P
PH: (877)743-7782
BRIGHTHOUSE NETWORKS
PH: (661)323-4892
TELEPHONE
TW TELECOM 1
PH: (661)616-5500
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RECORDED MAY 12, 1953 AND —�
BOOK 2081 PAGE 223, O.R.,
RECORDED MAY 15, 1953.
100' PG&E BUILDING SETBACK UNE
40' o' 40' 80'
SCALE: 1"= 40'
1 419.45' - i 89.28' 26.40' 1
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WALL PROFILE
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UNLESS OTHERWISE SHOWN ON PUN.
0
21+00 21+50 22+00
WALL PROFILE
STA. 21+12.02 TO STA. 22+32.62
HORZ: 1"=40'
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22+50
370
360
350
340
23+00
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-
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— -
:
RECORDED MAY 15, 1953.
---� 340
WALL NOTES
1. ALL WALL STATIONS AND OFFSETS ARE TO THE BACK OF WALL (LOT SIDE).
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UNLESS OTHERWISE SHOWN ON PUN.
0
21+00 21+50 22+00
WALL PROFILE
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22+50
370
360
350
340
23+00
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STA. 0+00.06 TO STA 1+62.46
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HORZ:
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•
NOTE: ALL FOOTING REBAR
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U
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I I:
TYPICAL WALL &
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FROM
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