HomeMy WebLinkAbout1.4-7304 Record DrawingGENERAL NOTES:
CITY OF BAKERSFIELD, COUNTY OF ALIFORNIA
1. HEIGHT OF WALL SHALL BE 6'-0" MIN. MEASURED FROM GROUND AT HIGHEST SIDE OF WALL. KERN,'
SEE WALL PROFILES FOR TOP OF WALL ELEVATIONS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING THE AREA ALONG THE WALL
LINE.
3. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY CITY OF BAKERSFIELD
BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPARTMENT. CMU SCREEN WAI..L CONSTRUCTION PLANS
4.
GRADE BREAKS IN FOOTING TO BE STEPPED.
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5.
CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY C.O.B. BUILDING
SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL. SIGN PLANS SHALL INCLUDE
STRENGTH:
DEPARTMENT AND/OR PUBLIC WORKS DEPARTMENT.
DAYS.
6.
NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR THE WORK IN THE UNDEDICATED ROADWAYS
TOE OF SLOPE
FF
IN THIS PROPERTY UN11L A SUBDIVISION PERMIT HAS BEEN OBTAINED.
GENERAL:
7.
ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT
FINISH GRADE
TOP
STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE CALIFORNIA
1500 PSI AT 7 DAYS AND 2500
ENGINEER.
BUILDING CODE (CBC). 2016 EDITION.
8.
MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE
FOUNDATIONS:
BEFORE GROUTING OPERATION.
4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%.
BLOCK SHALL NOT BE LAID AT A SUCH
RATE TO CAUSE DEFORMATION OF LOWER MORTAR COURSES.
ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER
GB
GRADE BREAK
METHOD TO PREVENT EROSION ONTO THE SIDEWALK.
FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOIL BEARING SCHEDULE OR THE SOILS
TOP OF GRADE AT LEAST 16" OR THE DEPTH OF THE FOOTING, WHICHEVER IS LESS.
GAS METER
REPORT AS PROVIDED.
9.
BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY
20. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS
OHE
A.S.T.M. D-1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING.
CONCRETE.
10.
COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR.
ABBREVIATIONS
,.0
THE NUMBER AND LOCATIONS SHALL BE DETERMINED BY THE CITY ENGINEER.
MATERIALS:
11.
WATER PROOF SURFACE WITH j" THICK ASPHALTIC WATER PROOF COATING OR APPROVED EQUAL
REINFORCING: DEFORMED ASTM A615, GRADE 60.
SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT.
AS PER CITY STD. NO.L-8 COAT ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO FOOTING.
CEMENT: PORTLAND CEMENT, TYPE II, ASTM C-150.
GRD
GROUND
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:
BLOCK WALL
HB
CLASS "B" CONCRETE, 2500 PSI AT 28 DAYS.
14.
BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB AND STRAIGHT. CURVES SHALL
5.0 SACKS OF CEMENT (MIN) PER CUBIC YARD.
INV
BE LAID OUT ON NO GREATER THAN 8 FOOT CHORDS (EVEN QUARTERS ON 32 FOOT SPACED
CAN
PILASTERS). HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE (t 1/8"). ALL
1j" AGGREGATE (MAX).
JOINT POLE
REINFORCING STEEL SHALL BE TIED FIRMLY IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN
4" SLUMP (MAX).
CATCH BASIN
END BLOCK WILL BE ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK WILL BE ALLOWED.
NATURAL GRADE
OF THE CITY OF BAKERSFIELD.
ALL CONSTRUCTION OF NON -MODULAR PIECES SHALL BE DONE WITH SAWCUTS.
ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER.
15.
BLOCK COLOR SHALL BE UNIFORM IN TEXTURE AND COLOR.
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16.
CONTRACTOR SHAL_ VERIFY LOCATION OF UTILITIES PRIOR TO COMMENCEMENT OF WORK AND
MASONRY.
PIPELINE
NOTIFY ENGINEER IF CONFLICT WITH UTILITIES EXIST. CONTRACTOR SHALL BE RESPONSIBLE FOR
CLF
CHAIN LINK FENCE
REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES, BUT NOT COSTS TO RELOCATE IN THE
PULL BOX
SECTION SHALL BE GIVEN 24 HOURS NOTICE. (661)326-3049.
EVENT OF PROPER NOTIFICATION AHEAD OF THE CONSTRUCTION.
MATERIALS:
17.
ALL PROPER SAFELY PRECAUTIONS INCLUDING SHORING AND BRACING OF WALL SHALL BE
CONCRETE BLOCK MASONRY UNITS: ASTM C-90.
FOR
TRACT 7304
TRACT 6678
4 s ^ 174
� e /
30' WIDE TEMP. SEWER
i EASEMENT PER INSTRUMENT
NO. 0207084777, O.R.
00
Fq4S
at
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RED ROCK CREEK WA
ACT 7359
at 40' PUBLIC ACCESS EASEMENT
FOR INGRESS AND EGRESS
a4 PER DOC NO.0205195833, O.R.
PROVIDED BY THE CONTRACTOR, ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD REINFORCING MATERIALS: ASTM A615, GRADE 60 DEFORMED. DOWNIE RIVER pF
IS USED. ADMIXTURES: ONLY AS APPROVED BY ENGINEER.
WATER: CLEAN AND POTABLE. s
18. PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO COPIES OF
SUBDIVISION IDENTIFICATION SIGN 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
EDGE TRAVELED WAY
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TOP OF CURB
EUC
SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL. SIGN PLANS SHALL INCLUDE
STRENGTH:
TYPE S, 1200 PSI AT 7 DAYS AND 1800 PSI AT 28
DAYS.
COPY, DIMENSIONS, COLOR, MATERIALS, LIGHTING, ANCHORAGE AND LOCATION OF SIGN(S).
TOE
TOE OF SLOPE
FF
FINISH FLOOR
APPROVAL OF THESE WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE
GROUT:
FG
FINISH GRADE
TOP
APPROVAL OF ANY SIGNAGE.
STRENGTH:
1500 PSI AT 7 DAYS AND 2500
PSI AT 28 DAYS.
TOP OF WALL
FL
CONCRETE
BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN
BEFORE GROUTING OPERATION.
19. FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY MORE THAN 2". ANY
BLOCK SHALL NOT BE LAID AT A SUCH
RATE TO CAUSE DEFORMATION OF LOWER MORTAR COURSES.
FORMWORK NECESSARY TO MAINTAIN THIS FOOTING WIDTH SHALL EXTEND BELOW THE FINISHED
GB
GRADE BREAK
WM
WATER METER
TOP OF GRADE AT LEAST 16" OR THE DEPTH OF THE FOOTING, WHICHEVER IS LESS.
GAS METER
WV
WATER VALVE
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20. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS
OHE
OVERHEAD ELECTRICAL
a ,E
DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY.
UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED UPON AN APPROVED
ABBREVIATIONS
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ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE
BERKSHIRROAD
. •�
2'
' ''
S0'
SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT.
AC
ASPHALT
GRD
GROUND
O.R
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 SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS
CB
CATCH BASIN
NG
NATURAL GRADE
OF THE CITY OF BAKERSFIELD.
CF
CURB FACE
OH
OVERHANG (EAVES)
°9
CL
CENTERLINE
PL
PIPELINE
23. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION
CLF
CHAIN LINK FENCE
PB
PULL BOX
SECTION SHALL BE GIVEN 24 HOURS NOTICE. (661)326-3049.
CMP
CORRUGATED METAL PIPE
PP
POWER POLE
CO
CLEAN OUT (SEWER)
PVC
PLASTIC PIPE
CONCCONCRETE
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"X16" 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
LEGEND
9 PP
e
E--
-100--
.100
100--•100 _99-
0
99-
0
0
SSI
EXISTING POWER POLE
EXISTING UNDERGROUND MARKER
EXISTING DOWN GUY
EXISTING CONTOURS - MAJOR
EXISTING CONTOURS - MINOR
CONTOURS - MAJOR
CONTOURS - MINOR
GRADE BREAK
LIMITS OF COMPACTION
STORM DRAIN (SIZE AS NOTED)
EXISTING BLOCK WALL
EXISTING STORM DRAIN MANHOLE
EXISTING SIGN
EXISTING UTILITY BOX
EXISTING UTILITY STUB
EXISTING SEWER MANHOLE
EXISTING POWER POLE
EXISTING OVERHEAD POWER LINE
EXISTING SEWER LINE
PROPOSED FG FRONT OF WALL
PROPOSED FG BACK OF WALL
WALL - PROFILE VIEW TOP/FOOTING
WALL - PLAN VIEW
SIGHT LINES
EXISTING GROUND PROFILE VIEW
THE DELIVERY OF THIS DRAWING SHOULD NOT BE
,I CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR
DD GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND
j DETAILS ARE EXACT OR TO INDICATE THAT THE USE
OF THIS DRAWING IMPLIES THE REVIEW AND
APPROVAL OF DPSI OF ANY FUTURE USE. ANY USE OF
a THIS INFORMATION'S AT THE SOLE RISK OF THE USER
i
ETW
EDGE TRAVELED WAY
TC
TOP OF CURB
EUC
EUCALYPTUS
TELE
TELEPHONE
FNC
FENCE
TOE
TOE OF SLOPE
FF
FINISH FLOOR
TOG
TOP OF GRATE
FG
FINISH GRADE
TOP
TOP OF SLOPE
FH
FIRE HYDRANT
TOW
TOP OF WALL
FL
FLOW LINE
TYP
TYPICAL
FS
FINISH SURFACE
VLT
VAULT
GB
GRADE BREAK
WM
WATER METER
GM
GAS METER
WV
WATER VALVE
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OHE
OVERHEAD ELECTRICAL
�[4��1 _%3;3a�//_��[4P.��y:[��57�I_1 Z41Y1�.31:\'t�];��J•�[4�13�1a,11�]���liiI���1_1a
MIDNIGHT CREEK WAX
DECLARATION OF RESPONSIBLE CHARGE
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY
DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF TO COMPLY WITH
CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND THAT
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 CORRECTED PLANS
SUBMITTED TO TH CITY ENGINEER. �oQROFEss/oNgl
ERT
O 4 �yc�
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LO l� I � NO 67602
L.' ALBERTO LOPEZ'R.C.E. #67602 DATE
OF CA0
REVIEWED:
RYAN STARBUCK - TRAFFIC ENGINEER DATE
TR #2327
REVIEWED:
APPROVED:
STUART J PATTESON - ASSISTANT PUBLIC WORKS DIRECTOR
R.C.E. # 44898
rl �
NICOLAS FIDLER-PUBLIC WORKS DIRECTOR
R.C.E. #61069
DATE
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DATE
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DRAWING INDEX
SHEET NUMBER SHEET TITLE
1 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
d,
77 r �d�
66.50 LF
11.3' WALL (DETAIL A)
1,061.59 LF
13' WALL (DETAIL G)
23.51 LF
ra
33.23 LF
N
162.46 LF
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vai dd
PHASE 3 - 23 LOTS
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CITY FIRE DEPARTMENT
ELECTRIC
2101 H STREET
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-- MIDNIGHT CREEK WAY
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PH: (661)326-3911
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CABLE
BRIGHTHOUSE NETWORKS
11
,� Pp `
BAKERSFIELD, CA 93311
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1
�
SEWER/STORM DRAIN
PH: (661)616-5500
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1
BERKSHIRROAD
. •�
2'
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S0'
PER BOOK 2081,
1,
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7267
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KEY MAP
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200' °° 200' 400°
SCALE: 1"=200
LL
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SCALE:1 "=200'
DRAWING INDEX
SHEET NUMBER SHEET TITLE
1 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' NALL (DETAIL F)
66.50 LF
11.3' WALL (DETAIL A)
1,061.59 LF
13' WALL (DETAIL G)
23.51 LF
FIR = ACCESS WALL (DETAIL H)
33.23 LF
FIR _ ACCESS WALL (DETAIL J)
162.46 LF
UNDERGROUND UTILITY STATEMENT
ONLY
ING OF REQ .-' p'...
L"ALBERT LOPEZ
THE EXISTENCE AND L)CATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE
OBTAINED BY A SEARC i OF THE AVAILABLE RECORDS. TO THE 3EST 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 3E RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF AP Y SUCH INFORMATION OR
DATA.
UNDERGROUND SERVI
811. CI_ ALERT SHALL BE CONTACTED TWO WORK NG DAYS PRIOR TO CONSTRUCTION BY CALLING
IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
(NPDES), A "NOTICE 0- INTENT" (NOI) 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-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD
IN SACRAMENTO BEFOF E THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT
REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPAREC, CONTINUOUSLY CARRIED
OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE
DISCHARGE IDENTIFICAT'ON (WDID) NUMBER .�F15C372120 HAS BEEN ISSUED BY THE STATE WATER RESOURCES
BOARD FOR THIS PROJECT.
R.C.E. 675:;
EXP. &30/ z/
:9
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-- - �acr Blw fi
_T
- 1-4
HARRIS ROAD
1 R - PANAMA LANE
3ERKSHIRE -'E, - �I -
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e
! PPOJECT'L0 ATION
NdcE ROAD
TAfT HK+�iWAY
VICINITY MAP
SCALE: N.T.S.
PROJECT CONTACTS:
N
W
OWNER / DEVELOPER
OLD RIVER ROAD, LLC.
998 HUSTON STREET, SUITE #C
GROVER BEACH, CA 93433
(805) 481-4033
CIVIL: DIVERSIFIED PROJECT SERVICES INTERNATIONAL
1998 SANTA BARBARA STREET SUITE 200
SAN LUIS OBISPO, CA 93401
PH: (805)250-2891
CONTACT: ALBERTO LOPEZ
ALOPEZODPSIINC.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 9340':
PH: (805)250-2891
CONTACT: ALBERTO LOPEZ
ALOPEZODPSIINC.COM
SCOPE OF WORK
CMU SCREEN WALL PLANS FOR TRACT 7304 ALONG BERKSHIRE ROAD.
LEGAL DESCRIPTION
BEING A MERGER AND RE -DIVISION OF PARCEL 1 OF LOT LINE ADJUSTMENT 72-04, LOT "B" OF LOT LINE
ADJUSTMENT NO. 14-0385 AND LOTS 64 AND 65 OF TRACT 6678. ALSO BEING A PORTION OF S.W. Y4 OF SEC.
29, T. 30S., R. 273., M.D.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 LINE OF THE S.W. 1/4 OF SECTION 29, T.30S., R.27E.
M.D.B.M. (AND BEING THE CENTERLINE OF McCUTCHEN ROAD) PER TRACT NO. 6359 WAS USED AS FOR THE
BASIS OF BEARING SHOWN ON THIS MAP.
SITE INFORMATION
APN: 540-010-09, 54
o
540-082-21
w
540-092-01
Q
NUMBER OF LOTS: 136 -
39.66 GROSS ACRES
PHASE 1 - 88 LOTS
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PHASE 2 - 27 LOTS
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PHASE 3 - 23 LOTS
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UTILITIES:
CITY FIRE DEPARTMENT
ELECTRIC
2101 H STREET
PG & E
BAKERSFIELD, CA 93301
PH: (877)743-7782
PH: (661)326-3911
WATER RESOURCES DEPT,
CABLE
BRIGHTHOUSE NETWORKS
1000 BUENA VISTA ROAD
PH: (661)323-4892
BAKERSFIELD, CA 93311
co
PH: (661)326-3000
TELEPHONE
TW TELECOM
SEWER/STORM DRAIN
PH: (661)616-5500
CITY OF BAKERSFIELD
PUBLIC WORKS
PH: (661)326-3724
WDID NO. 5F1 5C372120
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TP GAS LINE
342.62
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NO. 0207084777, O.R.
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9+00 _ v v Ades( I L=447.01', R=1946.00'g �A w iOvgS9 a
13'09'39" y�QPp °9ps8 a _ 13+00
10+00 — 12+00 —
TERMINATE (N) WALLo Lo 8 ro
AT (E) WALL. DO sr A ��
NOT ATTACH TO Lo
WALL USE 0.5 -1" - --
MORTARED
CONSTRUCTION JOINT.
U
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13+00 BOUNDARY 10+00 L=148.90', R=200000', 11+00 12+00 L=307.40', R=2000.00', -I-
a 48'22'.48wb,8'
Q �A=1556-.15 a
M
of w 3
ow w >
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0 = a o C7 W eM
+Y 1 0 Q
co m
l-
a CO = :DcnU +Y I �� 0 +
Qm II 3 U
C/)U NU
WALL NOTES
1. ALL WALL STATIONS AND OFFSETS ARE TO THE BACK OF WALL (LOT SIDE).
2. ALL DIMENSIONS ARE CALCULATED FROM THE BACK OF WALL (LOT SIDE)
UNLESS OTHERWISE SHOWN ON PLAN.
370
360
kid
340
'n 1 9
BEF'KSHIRE ROAD
STA. 9+97.01 TO STA. 20+54,42
HORZ: 1"=40'
PHASE, I Oivt4
L. ALBERTO
EXP. �-
I I
20+0 — —
N41t3'54`E
L=16.32"
E STREET
PLANS FOR
GATE CONSTRUCTION
AND LOCATION 21+00 L=1:7.94', R=20010-00',
20+00 L=210.74',0,' — - p=3'57'06" --
--i�-- A=6'02'14 0
50' WIDE PG&E EASEMENT PER
BOOK 2079, PAGE 544, O.R.
RECORDED MAY 12, 1953 AND
BOOK 2081 PAGE 223, O.R.,
RECORDED MAY 15, 1953.
100' PG&E BUILDING SETBACK UNE
0)W
co = 00
YQ
+ O
00_+L'
N WOm
QW
-J,<-,
V) U
40' 0' 40' 80'
SCALE:1 "= 40'
M
I'VTA
n
n
i
THE DELIVERY OF THIS DRAWING SHOULD NOT BE
,I CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR
J
I
ill o
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Lo
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E STREET
PLANS FOR
GATE CONSTRUCTION
AND LOCATION 21+00 L=1:7.94', R=20010-00',
20+00 L=210.74',0,' — - p=3'57'06" --
--i�-- A=6'02'14 0
50' WIDE PG&E EASEMENT PER
BOOK 2079, PAGE 544, O.R.
RECORDED MAY 12, 1953 AND
BOOK 2081 PAGE 223, O.R.,
RECORDED MAY 15, 1953.
100' PG&E BUILDING SETBACK UNE
0)W
co = 00
YQ
+ O
00_+L'
N WOm
QW
-J,<-,
V) U
40' 0' 40' 80'
SCALE:1 "= 40'
M
I'VTA
n
n
i
THE DELIVERY OF THIS DRAWING SHOULD NOT BE
,I CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR
L,J
I
DETAILS ARE EXACT OR TO INDICATE THAT THE USE
II Ico
OF THIS DRAWING IMPLIES THE REVIEW AND
Z;
APPROVAL OF DPSI OF ANY FUTURE USE. ANY USE OF
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PER C.O.B.
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20+0 — —
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E STREET
PLANS FOR
GATE CONSTRUCTION
AND LOCATION 21+00 L=1:7.94', R=20010-00',
20+00 L=210.74',0,' — - p=3'57'06" --
--i�-- A=6'02'14 0
50' WIDE PG&E EASEMENT PER
BOOK 2079, PAGE 544, O.R.
RECORDED MAY 12, 1953 AND
BOOK 2081 PAGE 223, O.R.,
RECORDED MAY 15, 1953.
100' PG&E BUILDING SETBACK UNE
0)W
co = 00
YQ
+ O
00_+L'
N WOm
QW
-J,<-,
V) U
40' 0' 40' 80'
SCALE:1 "= 40'
M
I'VTA
n
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i
THE DELIVERY OF THIS DRAWING SHOULD NOT BE
,I CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR
z■
WALL 'ROFILE
STA. 9+97.01 10 STA. 20+54.42
HORZ: 1"=40'
VERT: 1 "=4'
L
CITY RECORDS NO:
f
I
21
370
360
350
340
E
W
a
0
GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND
i
DETAILS ARE EXACT OR TO INDICATE THAT THE USE
II Ico
OF THIS DRAWING IMPLIES THE REVIEW AND
Z;
APPROVAL OF DPSI OF ANY FUTURE USE. ANY USE OF
a
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THIS INFORMATION IS AT THE SOLE RISK OF THE USER
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WALL 'ROFILE
STA. 9+97.01 10 STA. 20+54.42
HORZ: 1"=40'
VERT: 1 "=4'
L
CITY RECORDS NO:
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370
360
350
340
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360
TP GAS LINE
342.62
r o�
040, 4
EAST WALL STATIONING
BE HERE
\ ` 60
L� R/W
,
`n
4 119+00 _
L=29.13',
R=2000.00
A=0'50'05"
WALL NOTES
1. ALL WALL STATIONS AND OFFSETS ARE TO THE BACK OF WALL (LOT SIDE).
2. ALL DIMENSIONS ARE CALCULATED FROM THE BACK OF WALL (LOT SIDE)
UNLESS OTHERWISE SHOWN ON PLAN.
30.59'
1
66.50'
1 1
23.51'
4
p =
4 4
d OOYO
N�
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4
00
+� +Y
0
LO
N
N w
X
°o
WEST
WALL STATIONING
o0
N
ENDS HERE
1
O
N
4
U 0U
(! U
S39'56'47"E, L=33.23'
WEST
WALL STATIONING
O
(° COD
BEGINS HERE 10
M
ii)
1
w
L� R/W
,
`n
4 119+00 _
L=29.13',
R=2000.00
A=0'50'05"
WALL NOTES
1. ALL WALL STATIONS AND OFFSETS ARE TO THE BACK OF WALL (LOT SIDE).
2. ALL DIMENSIONS ARE CALCULATED FROM THE BACK OF WALL (LOT SIDE)
UNLESS OTHERWISE SHOWN ON PLAN.
30.59'
1
66.50'
1 1
23.51'
4
p =
4 4
d OOYO
N�
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00
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0
LO
N
N w
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00
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PROPOSED GROUND
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370
M
25 11
SOUND WALL PER TRACT
7304 MASONRY WALL PLANS.
R/W J
R/W
0 0 w a TRACT BOUNDARY
Ckf O N 3�: r, U -I
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PROTECT I-' m -i `n
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1 �• -- - - N4T28' "W �-
.n
d
L=15.16' LO�? ,C�
C S89'16'07"W
- 650' SIGHT LINE 650' SIGHT LINE �� �3� L=5.57'
PER C.O.B. PER C O.B. 4 R/W
�. STD T-11 STD -11 l J
21+0022+00 22+31
20+00 L=210.74',0.00__ L= 137.94', R=200000', A=3'57'06" +
— —A=6'02'14" QCL 13ERKSHIRE ROAD
0 0 0
w nw rnw
sof
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M ill(p =
p =
p =
UJ
d OOYO
N�
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1
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50' WIDE PG&E EASEMENT PER
BOOK 2079, PAGE 544, O.R.,
RECORDED MAY "'2, 1953 AND
BOOK 2081 PACE 223, O.R.,
RECORDED MAl 15, 1953.
100' PG&E BUILDING SETBACK LINE --/
MWI
O
BERKSHIRE ROAD
S`FA. 21+12.02 TO STA. 22+32.62
HORZ: 1"=40'
PROPOSED
GROUND FRONT
OF WALL (STREET
SIDE)
n
350 PROPOSED GROUND
BACK OF WALL
(PAD SIDE)
33.23'
e4
0
O
''i r TOP OF
M I WALL
II 110154-11 M
TRACT 7267
PHASE 2 SUNSET
RAILROAD
TRACKS
- TOP OF
FOOTING -
EXISTING
GROUND
370
• E
350
0
M
t!7
M
W
J
W
(0
O
o
O
0
D SIN 0F RECORD
L. ALBE.RTO d_OF; RCE. 67602
tx 6/30/ i .._.
PROPOSED Gft
BACK OF
(PAD
I n II nl
PROPOSI
GROUND FROI
OF WALL (STR'-
SII
' TOP OF -� "a a, v r
N � r7 N m M
N W ,tDO "' FOOTING yy' J w � w
LO
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o Z m rn GROUND FRONT 00 - N��' 0
Z O Z+ F'> W N OD z
OF WALL (STREET o a o 0 0+ o Z 0 o CO
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N r± Z N 0) R tiLO w0 U) H Q 00 Z O O Q
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340
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3
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THEU NS DELIVRUED RY TOP F THISPROVIDE
RAWINGSHOULD SWARRNOT BE WALL PROFILE FIRE ACCE�>S — WEST• WALL PROFILE FIRE ACCESS
I CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR EAST WALL PROFILE
o GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND STA. 21 +12.02 TO STA. 22+32.62 STA. 0+00.00 TO STS,. 0+33.23
DETAILS ARE EXACTOR PL INDICATE THAT THE USE HORZ: 1 "=40' STA. 0-1-00.06 TO STA. 1+62.46
11
OF THIS DRAWING IMPLIES THE REVIEW AND HORZ: 1 "=40'HORZ: 1"=40'
TA.
a APPROVAL OF DPSI OF ANY FUTURE USE. ANY USE OF VERT: 1 "-4' VERT: 1 "=4'
THIS INFORMATION IS A- THE SOLE RISK OF THE USER.
s
VERT: 1"=4'
Z
E
40' 0' 40' 80'
SCALE: 1 "== 40'
OF
FING
EXISTING
GROUND
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2+50 2+7535
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TRACT 7267
PHASE 2 SUNSET
RAILROAD
TRACKS
- TOP OF
FOOTING -
EXISTING
GROUND
370
• E
350
0
M
t!7
M
W
J
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(0
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0
D SIN 0F RECORD
L. ALBE.RTO d_OF; RCE. 67602
tx 6/30/ i .._.
PROPOSED Gft
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(PAD
I n II nl
PROPOSI
GROUND FROI
OF WALL (STR'-
SII
' TOP OF -� "a a, v r
N � r7 N m M
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340
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3
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THEU NS DELIVRUED RY TOP F THISPROVIDE
RAWINGSHOULD SWARRNOT BE WALL PROFILE FIRE ACCE�>S — WEST• WALL PROFILE FIRE ACCESS
I CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR EAST WALL PROFILE
o GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND STA. 21 +12.02 TO STA. 22+32.62 STA. 0+00.00 TO STS,. 0+33.23
DETAILS ARE EXACTOR PL INDICATE THAT THE USE HORZ: 1 "=40' STA. 0-1-00.06 TO STA. 1+62.46
11
OF THIS DRAWING IMPLIES THE REVIEW AND HORZ: 1 "=40'HORZ: 1"=40'
TA.
a APPROVAL OF DPSI OF ANY FUTURE USE. ANY USE OF VERT: 1 "-4' VERT: 1 "=4'
THIS INFORMATION IS A- THE SOLE RISK OF THE USER.
s
VERT: 1"=4'
Z
E
40' 0' 40' 80'
SCALE: 1 "== 40'
OF
FING
EXISTING
GROUND
340
2+50 2+7535
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OTHER POST
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CHAIN LINK FENCE WITH
REDWOOD SLATS
(FIRE ACCESS SIDE)
O
NATIVE, ALL SIDES
GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND
C.M.U. WALL. SEE DETAILS
IA,
FILL ALL CELLS
n
90% COMPACTED
OFTHIS DRAWING IMPLIES THE REVIEW AND
BACK OF WALL
NATIVE,
WITH GROUT
0
3" CLR.
THIS INFORMATION IS AT THE SOLE RISK OF THE USER.
ALL SIDES.
2
3" SCH. 40 CHAIN LINK
of
(T
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TOP, 3 ON BOTTOM)
2� M/\i
AX
0.50' kWWL MI1X.
/
90%
FENCE POST SPACED
FIRE ACC ESE
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SIDE
60" O.C. EMBED 24"
4.52'
c
LZ
#5 AT 12" O.C. 3" CLR.
INTO WALL
PAD SIDE
Er
fY
6"X8"X16" LIGHT WEIGHT SIMPSON STRONG -TIE TYPE PGT
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THE DELIVERY OF THIS DRAWING SHOULD NOT BE
CCAP.
EASEMENT
CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR
O
NATIVE, ALL SIDES
GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND
C.M.U. WALL. SEE DETAILS
IA,
DETAILS ARE EXACT OR TO INDICATE THAT THE USE
n
90% COMPACTED
OFTHIS DRAWING IMPLIES THE REVIEW AND
BACK OF WALL
NATIVE,
APPROVAL OF DPSI OF ANY FUTURE USE. ANY USE OF
0
3" CLR.
THIS INFORMATION IS AT THE SOLE RISK OF THE USER.
4.25'
NOTE: ALL FOOTING REBAR
3" CLEAR FROM
NATIVE, ALL SIDES
5.25'
NOTE: ALL FOOTING REBAR
3" CLEAR FROM
NISHED
WI k'wTAR
CONCRETE FOOTING w/ #5
CCAP.
EASEMENT
BARS AT 14" O.C. EACH
Z
NATIVE, ALL SIDES
WAY AT MID -DEPTH (4 BARS
C.M.U. WALL. SEE DETAILS
IA,
ON TOP, 2 ON BOTTOM)
1
5' 10' SIDEWALK
90% COMPACTED
#5 AT 32' O.C.
BACK OF WALL
NATIVE,
1.0' MINIMUM
#5 AT 14" O.C.
3" CLR.
FROM NATIVE,
ALL SIDES.
5.25'
NOTE: ALL FOOTING REBAR
3" CLEAR FROM
NISHED
WI k'wTAR
EASEMENT
PEDESTRIAN
CCAP.
EASEMENT
FILL A..- =ELLS
Z
NATIVE, ALL SIDES
C.M.U. WALL. SEE DETAILS
IA,
F & G, THIS SHEET.
I
1
5' 10' SIDEWALK
I
#5 AT 32' O.C.
BACK OF WALL
I
(LOT SIDE)
I1
\, 15 AT 16" O.C. x
X
o ;n
I GRADE -PAD
2
of
(T
"> OF WALL 4 BARS ON
TOP, 3 ON BOTTOM)
2� M/\i
AX
0.50' kWWL MI1X.
/
90%
L
FIRE ACC ESE
z
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4.52'
c
LZ
#5 AT 12" O.C. 3" CLR.
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CONCRETE FOOTING w/
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90x CCMPACTED
NATIVE. '.0' MINIMUM
#5 AT 14' O.C. 3" CLR.
FROM NATIVE, ALL SIDES.
R/W 12.35' LANDSCAPE
NISHED
WI k'wTAR
EASEMENT
PEDESTRIAN
CCAP.
EASEMENT
FILL A..- =ELLS
Z
CONSTRUCT 6' MINIMUM
C.M.U. WALL. SEE DETAILS
IA,
F & G, THIS SHEET.
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1
5' 10' SIDEWALK
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#5 AT 32' O.C.
BACK OF WALL
I
(LOT SIDE)
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PROPOSED
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of
(T
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2� M/\i
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0.50' kWWL MI1X.
/
90%
L
12
COMPACTED
C TYPICAL CROSS SECTION_
N.T.S.
TOP OF WALL FINISHED
WITH MORTAR CAP.
FILL ALL CELLS
WITH GROUT
6"X8'X16" LIGHT WEIGHT
C.M.U. WALL W/ #5 AT
32" O.C., AT CENTER OF
WALL. L1GN7 WEIGHT
BLOCK, FILL ALL CELLS
WITH GROUT.
I8"X8X 16" LIGHT WEIGHT C.M.U.
WALL W/ #5 AT 16" O.C., 1"
;~SIDE EDGE OF CELL
z
5.25" #5 AT,16" O.C.
STREET SIDE Q
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d. •
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NATIVE, 1.0' MINIMUM
-#5 AT 14- _ CLR.
WALL END SECTION DETAIL FROM NATIVE, SIDES.
C�' N.T.S.
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i •t
I►ISI/ �
I
TYPICAL WALL &
REINFORCEMENT PER SECTIONS
A. F. & G ON THIS SHEET
10E
8" WIDE STONE VENEER PER
OWNER'S SPECIFICATION
D STONE VENEER DETAIL
CHAIN LINK FENCE WITH
REDWOOD SLATS
(FIRE ACCESS SIDE;
5.25„
tiC"-: ALL FOOTING REBAR
3" CLEAR FROM
NATIVE, ALL SIDES
X
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WALL END SECTION DETAIL
#5 AT 32" O.C.
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SIDE
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3" CLEAR (T'YP.) /
-
ALTERNATE: CHAIN LINK FENCE AND;
WOODEN FENCE ATTACHMENT EVER`
OTHER P;ST
-3" SCH. 40 CHAIN LINK
FENCE POST SPACED
60" O.C. EMBED 24"
INTO WAL _
SIMPSON SIRONG-TIE TYPE PGT
2-3/8" FENCE POST BRACKET OR
APPROVED f -QUAL.
1-1-6' HIGH WOOD FENCING (PAD
SIDE)
TOP OF GALL FINISHED
WITH MO;2 FAR CAP.
-8"X8"X1E-" LIGHT WEIGHT C.M.U.
WALL W/ #5 AT 16" O.C., 1"
FROM INSIDE EDGE OF CELL
\#5 AT 16" O.C. x
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FIRE ACCESS SIDE
oA 14I /\// —CONCRETE FOOTING w/
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\ \/ a - � OF WALL (4 SARS ON
TOP, 2 ON BOTTOM)
3' CLEAR ("'P.) I ��\
907- COMPACTED
WALL "rATIVE, 1.0' MINIMUM
3.75' ----
#5 ar 14" O.C. 3' CLR.
-
-ROM NATIVE. ALL SIDES.
FIRE ACCESS WALL - EA,ST SECTION
TOP OF WALL FINISHED
WITH MORTAR CAP.
FILL ALL CELLS
WITH GROUT
6"X8"X16" LIGHT WEIGHT
C.M.U. WALL W/ #5 AT
24" O.C., AT CENTER OF
WALL. LIGHT WEIGHT
BLOCK, FILL ALL CELLS
WITH GROUT.
8"X8"X16" LIGHT WEIGHT C.M.U.
FROM INSIDE EDGE OF CELL
-#5 AT 16" O.C.
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WALL LIGHT %=K FILL ALL CELLS L S
WITH Qvoff.
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(T
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I►ISI/ �
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TYPICAL WALL &
REINFORCEMENT PER SECTIONS
A. F. & G ON THIS SHEET
10E
8" WIDE STONE VENEER PER
OWNER'S SPECIFICATION
D STONE VENEER DETAIL
CHAIN LINK FENCE WITH
REDWOOD SLATS
(FIRE ACCESS SIDE;
5.25„
tiC"-: ALL FOOTING REBAR
3" CLEAR FROM
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X
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WALL END SECTION DETAIL
#5 AT 32" O.C.
Z x
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-
ALTERNATE: CHAIN LINK FENCE AND;
WOODEN FENCE ATTACHMENT EVER`
OTHER P;ST
-3" SCH. 40 CHAIN LINK
FENCE POST SPACED
60" O.C. EMBED 24"
INTO WAL _
SIMPSON SIRONG-TIE TYPE PGT
2-3/8" FENCE POST BRACKET OR
APPROVED f -QUAL.
1-1-6' HIGH WOOD FENCING (PAD
SIDE)
TOP OF GALL FINISHED
WITH MO;2 FAR CAP.
-8"X8"X1E-" LIGHT WEIGHT C.M.U.
WALL W/ #5 AT 16" O.C., 1"
FROM INSIDE EDGE OF CELL
\#5 AT 16" O.C. x
i <
/ PaD SIDE
FIRE ACCESS SIDE
oA 14I /\// —CONCRETE FOOTING w/
o d\7 15 BARS AT 14' EDGE
' <
\ \/ a - � OF WALL (4 SARS ON
TOP, 2 ON BOTTOM)
3' CLEAR ("'P.) I ��\
907- COMPACTED
WALL "rATIVE, 1.0' MINIMUM
3.75' ----
#5 ar 14" O.C. 3' CLR.
-
-ROM NATIVE. ALL SIDES.
FIRE ACCESS WALL - EA,ST SECTION
TOP OF WALL FINISHED
WITH MORTAR CAP.
FILL ALL CELLS
WITH GROUT
6"X8"X16" LIGHT WEIGHT
C.M.U. WALL W/ #5 AT
24" O.C., AT CENTER OF
WALL. LIGHT WEIGHT
BLOCK, FILL ALL CELLS
WITH GROUT.
8"X8"X16" LIGHT WEIGHT C.M.U.
FROM INSIDE EDGE OF CELL
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