HomeMy WebLinkAbout1.4-6531 Ph 1 & 2 Revision 2GENERAL STRUCTURAL NOTES:
GENERAL
A. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH
APPLICABLE SECTIONS OF THE CBC 2016.
MASONRY
A. MATERIALS
1. CONCRETE BACK MASONRY UNITS: ASTM C-90
2. REINFORCING MATERIALS: DEFORMED ASTM A615, GRADE 60
3. ADMIXTURES ONLY AS APPROVED BY THE ENGINEER.
4. RIMING BOND
W 1�offiff/TfilI I•II 9►002ITNIVIIII003,
6'
BLOCKWALL w/ NO—RET.
298 LF.
6'
BLOCKWALL w/1'-6' RET.
1,360 L.F.
6'
BLOCKWALL w/2'-3' RET.
2,482 LF.
6'
BLOCKWALL w/4' RET.
547 L.F.
GENERAL NOTES:
1. MANUFACTURED CAP 6"x 2"x 16' GREY
10. MIN. LAP FOR SPLICE OF REINFORCING STEEL SHALL BE 24
INCHES.
OMIT MORTAR FROM HEAD JOINT OF FIRST COURSE OF
BLOCK WALL ABOVE GRADE FOR DRAINAGE PURPOSES
OR AS'WEEEPHOES."
6°8° x 16° I y" Lor
MAY SPIIIFACE MT
ACE BLOCK IIS--' SIaE
SIDE
GRAY SPUTFACE CAP
PILASTER PLAN VIEW
NT.S.
07/10/2018 REV
Drawing File: 6531WaIIFR
LENNAR
CITY OF
BAKERSFIELD
TRACT No. 6531 PHASES 1-2
CONSTRUCTION PLANS
WALL PLANS AND PROFILES
6' s 2" z 16" GREY
SPLITFACE CAP
CONT.
8" a 8' z 16" C.Y.U., GREY SPLTTFACE
BMW- STEEL = 80 GRADE
#4 a 18' Vert ®OC
MIN. 24" LAP
GROUT SOLD) TO 24" ABOVE
RETAINING, GROUT CELLS
w/REBAR TO TOP OF PILASTER #4 CONT. m
Ile
a
N
4-#4 LONGITUDINAL„ z
7'YP. 2-#6 ® 16.00" TOE
FOOTING 10 BE CLA93 SEALANT TO BE
CONCRETE 1.50' 1.25' APPLIED BY WALL
275' CONTRACTOR
6' BLOCK WALL
NO RET.
SECTION "A"
N.T.S.
8' z 2" z 16' GREY
SPLITFACE CAP 6" z 2" z 16" GREY 6" z 2" z 16" GREY
SPUTFACE CAP SPUTFACE CAP
#4 CONT.
e" s 8" z 16' C.M.U., GREY SP %ACE #4 CONT.
RETNF. STEEL = 80 GRADE e' z e" z 18' C.M.U., GREY SPLITFACE 6' 2 8" z 16' C.M.U., GREY SPLRFACE
REDO'. STEEL = 80 GRADE 9L REW. STEEL = 60 GRADE
#4 a 16" Vert ® OC w
#4 a 18" Vert a OC -
1@I. 24' LAP - #4 0 16" Vert 8 OC `� `; MOR. 24' LAP
IDN. 24" LAP b
GROUT SOLID TO 24' ABOVE GROUT SOLID TO 24" ABOVE #4 CONT. $ GROUT SOLID TO 24' ABOVE
RETAINING, GROUT CELLS #4 CONT. RETAINING, GROUT CELLS RETAINING, GROUT CELLS
w/REBAR TO TOP OF PILASTER W/REBAR TO IUP OF PII,ASTER w/REBAR TO TOP OF PILASTER
y6 3"
3
8' z 8' z IB" C.M.U. GREY SPLUFACE
#6 ® IB` Vert ®BUGE ca a #5 a 16" Vert a EDGE 4 oz REDNF. 8'1'BEf. = 80 GRADE
8' z 8" z 18" C.M.U., GREY SPIITFACE 2 3/4' #6 a Mi' Vert a EDGE
REIN". STEEL = 80 GRADE -� a 8' z 8" z 18' C.M.U., GREY SPLTTFACE 2 3/4' N
T 1 REINF. STEBI, = 80 GEODE 13.1 -
�1� =III=III= _ 4- LONGITUDINAL,, 3
4-#4 IANGITUDWAL3° 11- _ � III -I
TYP. 2-#5 ® 16.00 1 ,, '.•� 4-#4 LONGTTODWAL
3"
FOOTING TO BE CLA33 TYP. 2-#5 ®16.00" • . - , TYP. 2-#fi a 18.00'
B" CONCRETE---1-�— " SEALANT TO BE FOOTING TO BE CLASS t h SEALAN,I, ,TO BE 6'TYR 2 TO BE CLASS �I
1.50' APPLIED BY WALL 1.35' 1.75' B' CO BE
1.54
CONTRACTOR APDLRA HY WALL
3.10' CONTRACTOR
6' BLOCK WALL
w/1'-6" RET.
SECTION "B"
N.T.S.
67 x S x 16' GREY SPLIT FACE
CONCRETE BLOCK FACING SIREEI
PILASTER DETAIL
N.T.S.
6' BLOCK WALL
w/2'-0"-3'-0" RET.
SECTION "C"
N.T.S.
REYY
6" X 8' X 16' PILASTER GREY SPUTFACE BLOCK
No. 35473
9/30/19
REVISION A BY:/
ROB E. SMITH DATE
R.C.E. 35473 EXP. 9-30-19
REVISION APPROVED BY:
DANIEL PADILLA DATE
R.C.E. 67008 EXP. 9-30-18
REVISION ZL MINOR REVISION OF WALLS
AND REVISED PILASTER LOCATIONS.
1.4-6531 Ph 1 & 2
CITY RECORDS #.-
6' BLOCK WALL
w/4'-0" RET.
SECTION "D"
N.T.S.
REVISION ONE:
MINOR REVISION OF WALLS
AND REVISED
PILASTER LOCATIONS.
i/
a
/�IIL�11
t%A':
6' BLOCK WALL
w/4'-0" RET.
SECTION "D"
N.T.S.
REVISION ONE:
MINOR REVISION OF WALLS
AND REVISED
PILASTER LOCATIONS.
TRACT No. 6531 — PHASES 1-2
WALL PLANS & PROFILES
SmithTechl USA
INCORPORATED io
THE HABERFELDE BUILDING _
1424 17TH STREET OBERT E. SMITH RCE 3547 DATE
BAKERSFIELD,CA 93301
(661) 327-8492 FAX 327-8493 JOB NO. - 05-103 SHEET 1A OF 6X HEETS
NOTESI GENERAL STRUCTURAL NOTES( CITY
[I F
1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE GENERAL I �t
CITY CONSTRUCTION INSPECTION DEPARTMENT AND THE `�
PARKS DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. A. ALL WORK SHALL HE PERFORMED IN ACCORDANCE WITH
CITY CONST. INSPECTION DEPARTMENT 326-3049 APPLICABLE SECTIONS OF THE UNIFORM BUILDING CODE f
PARKS DEPARTMENT 326-3117 (UBC). CURRENT EDITION eG piSNoP)
2. COPACTMN TEST WILL BE THE SURDIVIDER'S RESPONSIBILITY. FOUNDATIONS F'
NUMBER AND LOCATION OF THE TESTS TO BE DETERMINED j--)AKERSFIELD
BY THE CITY ENGINEER, A, FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOIL
BEARING SCHEDULE OR THE SOILS REPORT AS PROVIDED.
TRACT- D CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE
ALERT AT LEAST TWO WORKING DAYS PRIOR TO START [IF CONCRETE o, 6531 PHASES 2
CONSTRUCTION ( 1-800-227-2600 )
A""TER'A`$' CONSTRUCTION PLANS
4. FOR CLARITY, THE WALLS SHOWN IN THIS SET OF PLANS ARE 1 REINFORCING DEFORMED ASTM A615, GRADE 40
DRAWN TWO FEET THICK, ACTUAL WALL THICKNESS IS 6'. 2. CEMENT- PORTLAND CEMENT, TYPE IL ASTM C -t50
LOCATION OF WALLS IS SHOWN TRUE AT BACK OF WALL 3. AGGREGATE, ASTM C-33
(EASEMENT LINE). 4. WATER, CLEAN AND DRINKABLE
MIX DESIGN5. STATIONING IS AT STREET CL AND IS A PROJECTION FROM CL B 11,, CRETECLASS'B' CONCRETER�0TPPSGSBA28 ND WELL GROUTING WALL PLANS A N D PROFILES
8, BEARING SOL SHALL BE COMPACTED TO 90X OF MAXIMUM DRY
OF WALL, PERPENDICULAR TO STREET CL
2. SA SACKS OF CEMENT (MIN.) PER CUBIC YARD
FOOTING TO BE CLASS
WILL BE ALLOWED. ALL CONSTRUCTION OF NON -MODULAR PIE-
6' BLOCKWALL w/3.5'-4' RET.
3. 1 1/2 AGGREGATE (MAX.)
DENSITY AS DETERMINED BY A.S.T.M, D-1557 TO A DEPTH IF
G/,71 Z
�1 ///�'
�i✓nI"
4. 4' SLUMP (MAX.)
1'-T
12. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO
APPLIED BY WALL
C. ADMIXTURES- ONLY AS APPROVED BY THE ENGINEER
�� ;
7-
c�
MASONRY
RETIRE STEEL = 40 GRADE
CONTRACTOR
GENERAL NOTES(
tSAm'
RCE 35473 DATE
2'-6,
49
ATERIALS
A. MATERIALS-
9. WATER PROOF
1.
1.
BLOCK TYPE, SPLITFACE CONCRETE BLOCK (LANDSCAPE WALL ONLY)
1. CONCRETE BLOCK 14ASUNRY LIMITS ASTM C-90 (L'M
ROAD H
FICATION.AHEAD OF CONSTRUCTION.
MORTARED CONCRETE WALL (RETAINING WALL ONLY)
2. REINFORCA MATERIALS- DEFORMED ASTM A615, GRADE 40
OR APPROVED EQUAL AS PER CITY SID NO. L-8 COAT
13. ALL PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND
MIXTURES: AS APPROVED BY THE ENGINEER.
G MOT SOLID TO 24' ABOVE
ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO'FtbTING.S.GNr IfIOAN
py
COLOR, GREY (LANDSCAPING)
6' BLOCK
WALL
ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD
COLOR: GREY (RETAINING)
B. MOR APo
1. STRENGTH, TYPE S, 1200 PSI 8 7 DAYS AND 1800 PSI
w/REBAR TO TOP OF PILASTER
IS USED
SIZE 6' x 8' x 16' (LANDSCAPING) §O
SIZE. 8' 8' 16' (RETAINING) f" �s�oa
a 28 DAYS
C.
SPLITFACE1112" CAP
0" x 2" a 18" GREY
NO RET.
x x
,
,"
b
P
STRENGTH!, 1500 PSI 8 7 GAYS AND 2500 PSI 828 GAYS.
SECTION
"A"
IL BLOCKS SHALL BE SET ON GRADE, TRUE, PLUMB AND STRAIGHT.
x e" x 16" CAM GREY SPUTFACE
BMW. STEEL = 40.GRADE�-
TO THE BUILDING DIRECTOR FOR REVIEW AND APPROVAL PURSU-
ANT TO INC SECTION 17,60.110 (N), LIME COPY OF THE SIGN
F CT P { %
�
2. CONCRETE BLOCK MASONRY LIMITS SHALL BE DRY AND CLEAN
OF
IMPR❑VEMENTSI y{
2.
STAT S'A A PROJECTION FROM CL
BEFORE GROUTING OPERATION.
REVIEWED BY,
ti
_ _ BUIL
1/2. 1 1/8'. ALL REINFORCING STEEL SHALL BE TIED FIRMLY
CE WALL, PERPENDICULAR TO STREET CL OFFSETS SHOWN IN
3. FOOTING CONCRETE SHALL BE ALLOWED TO CURE FOR 3 FULL
8" a 8" x 16" C.N.U., GREY 3PLITFAC
DATE
PLACE PRIOR I0 PLACEMENT OF BLOCK. OPEN END BLOCK
/1.5'
STATION NOTES ARE FROM CL OF WALL TO CL OF STREET,
DAYS AFTER PLACEMENT PRIOR TO SETTING BLOCK. 'WET-
REINF° STEEL - 40 GRADE
12
SETTING' OF THE FIRST COARSE OF BLOCK WILL BE ALLOWED
D. PROVIDE VERTICAL EXPANSION .HINTS AT 48 FOOT INTERVALS
#4 0 24" Vert 0 CL
3.
HEIGHT OF WALL SHALL BE 6'-0' MIN. MEASURED FROM GROUND
ALONG ENTIRE LENGTH OF CONCRETE MASONRY BLOCK WALL,
76
AT HIGHEST SIDE OF WALL
4.
WALL TO HAVE MANUFACTURED CAP.
KDIWMD
WAY
42 31
26
ENGINEER'S CERTIFICATE;
GROUT SOLID TO 24' ABOVE
5,
CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING
I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
RETAINING, GROUT CELLS
52
53
54
THE AREA ALM THE WALL LINE.
COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS,
w/REBAR TO TOP OF PILASTER
41 32
25
AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVE-
16
6.
CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REWIRED
RENTREQUIREMENTS OF THE ADVISORY AGENCY OR OTHER
BY C.O.B. BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPART-
R
REVIEW BOARD.
8" x 8" a 18" C.N.U., GREY SPTITFACE
40 33
MENT,
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS.
�=III=III=
- -
_
7.
ALL SURVEYING REWIRED SHALL DE PROVIDED INITIALLY BY THE
ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLA-
_
-
59
DEVELOPER, ON A ONE TIME ONLY BASIS ALL OTHERS WILL BE
TIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN
g4 0 24.00" ,
CHARGED OUT ON AN HOURLY BASIS.
CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION.
2- p4 LONGITUDINAL
-
93
92
8, BEARING SOL SHALL BE COMPACTED TO 90X OF MAXIMUM DRY
J
�; ••
FOOTING TO BE CLASS
WILL BE ALLOWED. ALL CONSTRUCTION OF NON -MODULAR PIE-
6' BLOCKWALL w/3.5'-4' RET.
SEALANT TO BE
DENSITY AS DETERMINED BY A.S.T.M, D-1557 TO A DEPTH IF
G/,71 Z
�1 ///�'
�i✓nI"
"B" CONCRETE 1L'
1'-T
12. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO
APPLIED BY WALL
12 INCHES BELOW BOTTOM CE FOOTING.
�� ;
7-
c�
RETIRE STEEL = 40 GRADE
CONTRACTOR
3 14
ROBERT E. SMITH
RCE 35473 DATE
2'-6,
49
9. WATER PROOF
SURFACE WITH 1/4' THICK ASPHALTIC WATER PROOF���f�
17. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING
EXP. 09-30-07
ROAD H
FICATION.AHEAD OF CONSTRUCTION.
COATING
OR APPROVED EQUAL AS PER CITY SID NO. L-8 COAT
13. ALL PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND
G MOT SOLID TO 24' ABOVE
ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO'FtbTING.S.GNr IfIOAN
py
6' BLOCK
WALL
ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD
a
- - _&Z
ANT PUBLIC WORKS DIRECTOR
w/REBAR TO TOP OF PILASTER
IS USED
IB. MGL LAP FOR SPLICE DF REINFORCING STEEL SHALL HE 30 1 tr
.
J6566LG7
NO RET.
INCHES'
SIM AGREEMENT, A DEPOSIT BASED ON AN APPROVED ENGINEER'S
SD
SECTION
"A"
IL BLOCKS SHALL BE SET ON GRADE, TRUE, PLUMB AND STRAIGHT.
x e" x 16" CAM GREY SPUTFACE
BMW. STEEL = 40.GRADE�-
TO THE BUILDING DIRECTOR FOR REVIEW AND APPROVAL PURSU-
ANT TO INC SECTION 17,60.110 (N), LIME COPY OF THE SIGN
N.T.S.
�
CURVES SHALL BE LAID OUT ON NO GREATER THAN 8 FOOT
OF
IMPR❑VEMENTSI y{
CHORDS, VERTICAL AND HORIZONTAL MORTAR JOINT SHALL BE
7BLOCKWALL
REVIEWED BY,
ti
_ _ BUIL
1/2. 1 1/8'. ALL REINFORCING STEEL SHALL BE TIED FIRMLY
/ NO
-RET. 300,00 LF.IN
TRAFFIC ENGINEER
DATE
PLACE PRIOR I0 PLACEMENT OF BLOCK. OPEN END BLOCK
/1.5'
RET, 1230.00 L.F. fir' Np"
P7
14
WILL BE ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK
6' BLOCKWALL w/2'-2.75' RET.
2720.00 L.F.
e" x 2" x 16" GREY -
WILL BE ALLOWED. ALL CONSTRUCTION OF NON -MODULAR PIE-
6' BLOCKWALL w/3.5'-4' RET.
600.00 L.F.
" LJNS
!'' SPLITFACE CAP
CES SHALL BE DOE WITH SAWCUTS.
BY MORE THAN 2'. ANY FORMWORK NECESSARY IO MAINTAIN
THIS FOOTING WIDTH SHALL EXTEND BELOW THE FINISHED TOP
tOtP/6-fib TO STA
ZI-r D32z Ml;ET LANDSGA?E
TO
12. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO
53
OF GRADE AT LEAST 16' OF THE DEPTH OF THE POUTING, WHE
6" x 8" x 18" CALU., GREY SPLITFACE-
COMMENCEMENT IF WORK AND NOTIFY ENGINEER IF CI FLICT
c�
RETIRE STEEL = 40 GRADE
WITH UTILITIES EXIST. CONTRACTOR SHALL BE RESPONSIBLE
3 14
W q
1
FOR REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES,
49
$4 0 16" Vert 0 CL
BUT NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTI-
17. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING
BERKSHIRE
ROAD H
FICATION.AHEAD OF CONSTRUCTION.
PRIOR IO CONSTRUCTION, (1-800-227-2600)
A
13. ALL PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND
G MOT SOLID TO 24' ABOVE
BRACING OF WALL, SHALL BE PROVIDED BY THE CONTRACTOR.
RETAINING, GROUT CELLS
ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD
SEE SHEET 6
- - _&Z
ANT PUBLIC WORKS DIRECTOR
w/REBAR TO TOP OF PILASTER
IS USED
._ -__.-, _.. /"-•1/"...-•-..Y`' ,
.
J6566LG7
14. PRIOR TO INSTALLATION OF ANY SIGNAGE SUBDIVIDER SHALL
y
SIM AGREEMENT, A DEPOSIT BASED ON AN APPROVED ENGINEER'S
SD
SUBMIT TWO COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS8"
48
47
x e" x 16" CAM GREY SPUTFACE
BMW. STEEL = 40.GRADE�-
TO THE BUILDING DIRECTOR FOR REVIEW AND APPROVAL PURSU-
ANT TO INC SECTION 17,60.110 (N), LIME COPY OF THE SIGN
pFv16p4 QSY°'
%
�
p4 0 16" Vert 0 EDGE -
PLAN SMALL ALSO DE SUBMITTED TO THE PARKS DIVISION FOR aft
REVIEW AND APPROVAL. SIGN PLANS SHALL INCLUDE COPY, 9, BEp2T E- SMrfF+ DA
DIMENSIONS, COLOR, MATERIALS, LIGHTING AND LOCATION IFF.C.E. 35473
S[GN(S). APPROVAL OF THESE WALL PLANS BY THE PUBLIC IC
CONT.
CONT.
14 CONT- °
EZ
2C
4 CONT.
WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE IW
RE�lStON 2 APPROVED I3Y: yN{1j�ISIA g5 ®16.06"
15. EXPANSION JOINTS SHALL BE CONSTRUCTED AT 48 FOOT MAXI- ((6),,�1�0� s/� S ?0 f L-.,�6(L 2- @4 LONGITUDINAL ' -
MUM INTERVALS IN ALL WALLS. EXPANSION JOINTS SHALL BE d"-"' P I 1OO
10 FTING TO BE CLASS $ SRALANT TO BE
M
FREE OF ALL MORTAR AND GROUT FROM TIP OF F09TING TO TOP )tIA . SCHROMF, p/4'IE B" CONCRETE APPLIED BY WALL
6/12/07
Drawing Fite: 6531WLFR
LENNAR
APPROVED BY:_ `=------------------- f.Y�)�
RAUL M. R❑JAS DATE
RCE 39880 EXP, 12-31-07
PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD
3' V CONTRACTOR
6' BLOCK WALL
w/2'-2.75' RET.
SECTION "C"
N.T.S.
1A
6" x2" x18"GR
SPLTTFACE CAP
W x 8" x 18" C.Y.U., GREY SPLTTPACI
REINF. STEEL = 40 GRADE
/4 0 IB" Vert 0 CL -
R.c�,. 7s47.3 I rxll""`
RE0510AI A Ae0evEa BY:
'Ly1pLt6.. A>aG.E
g.cs €7000 ExR 9-30 nRrs. CALE, Y = 200'
nevtSteN ®;SFV/S/o'VOp t✓Aujg-- KEY MAP
ANA KC✓isEe �lL.967GK. 4e4*rva o'
8" x 2" x t8" GR
SPLITFACE CAP
e" x 8" x 18" C.M-U., GREY SPLITFACI
REINF. STEEL = 40 GRADE
#4 0 24" Vert 0 CL-
GROOT SOLID 10 24' ABOVE
RETAINING, GROUT CELLS
w/REBAR TO TOP O PILASTER
8" x 8" x 16" C.NU., GREY SPLITFACE-
REINF. STEEL = 40 GRADE
y4 0 24" Vert 0 EDGE -
\ - y4 0 24.00^
2- I4 LONGFTUDINAL
ROU
GT SO -ID TO 24' ABOVE
RETAINING, (ALIT CELLS
WREBAR TO TO' O PILASTER
W x 8" x 16" CRU., GREY SPLTTFACE -
REINF. STEEL = 40 GRADE
p5 0 18" Vert 0 EDGE -
6'x 8'x 16' 1�, LOT
GRAY SPLUFACE CONCRETE BLOCK I- -11 `SIDE
- `STREET
DE` C(
8'x8' x16' \ Jl/I t4
GRAY SPLITFACE CWERETE BLUPILASTER PLAN VIEFOILW.5 14di
A
F5 0 18.00"-
2- p4 IDNGTTUDINAL-
FOOTING TO BE CLASS
H° CONCRETE
6' BL(
w/3.5
SEC'
I
CONT -
CONT.
3/4'
A
12
FOOTING 70 BE CLASSSEALANT TO BE
H" CONCRETE '_1/ Vev APPLIED BY WALL
CONT.
Eg.T,_N7
DONT
3/4'
CONT- m
SEALANT TO BE
APPLIED BY WALL
CONTRACTOR
2'-9' CONTRACTOR
6' BLOCK WALL
w/1.5' RET.
SECTION "B"
N.T.S. i
to
�7161�
OF WALL
Rc.t:. 46165 y
6'x 2'x 16' GREY
16. FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN W THE PLANS
}�VISto(A ® I.OURE126D FOOTIIJG 6 FROM STh
TTM 6531
MAP
BY MORE THAN 2'. ANY FORMWORK NECESSARY IO MAINTAIN
THIS FOOTING WIDTH SHALL EXTEND BELOW THE FINISHED TOP
tOtP/6-fib TO STA
ZI-r D32z Ml;ET LANDSGA?E
TO
54
53
OF GRADE AT LEAST 16' OF THE DEPTH OF THE POUTING, WHE
SLOPE STANDARD
.g REVI.O SEDT ION DLST{xOY,S /
c�
EVER IS LESS,
ET lrwr 5O Ml-
3 14
W q
1
49
PANAMA
LANE
17. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING
BERKSHIRE
ROAD H
PRIOR IO CONSTRUCTION, (1-800-227-2600)
E
---------
18, AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
REVIEWED BYI
z
BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED
SEE SHEET 6
- - _&Z
ANT PUBLIC WORKS DIRECTOR
DATE
63
WITHIN EXISTING RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVI-
McCUTCHEN
J6566LG7
6886w
y
SIM AGREEMENT, A DEPOSIT BASED ON AN APPROVED ENGINEER'S
SD
49
48
47
ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY
44
29
26
AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE
13
PERMIT.
REVIEWED BY,
ti
_ _ BUIL
SPRUCE
TRAFFIC ENGINEER
DATE
6/12/07
Drawing Fite: 6531WLFR
LENNAR
APPROVED BY:_ `=------------------- f.Y�)�
RAUL M. R❑JAS DATE
RCE 39880 EXP, 12-31-07
PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD
3' V CONTRACTOR
6' BLOCK WALL
w/2'-2.75' RET.
SECTION "C"
N.T.S.
1A
6" x2" x18"GR
SPLTTFACE CAP
W x 8" x 18" C.Y.U., GREY SPLTTPACI
REINF. STEEL = 40 GRADE
/4 0 IB" Vert 0 CL -
R.c�,. 7s47.3 I rxll""`
RE0510AI A Ae0evEa BY:
'Ly1pLt6.. A>aG.E
g.cs €7000 ExR 9-30 nRrs. CALE, Y = 200'
nevtSteN ®;SFV/S/o'VOp t✓Aujg-- KEY MAP
ANA KC✓isEe �lL.967GK. 4e4*rva o'
8" x 2" x t8" GR
SPLITFACE CAP
e" x 8" x 18" C.M-U., GREY SPLITFACI
REINF. STEEL = 40 GRADE
#4 0 24" Vert 0 CL-
GROOT SOLID 10 24' ABOVE
RETAINING, GROUT CELLS
w/REBAR TO TOP O PILASTER
8" x 8" x 16" C.NU., GREY SPLITFACE-
REINF. STEEL = 40 GRADE
y4 0 24" Vert 0 EDGE -
\ - y4 0 24.00^
2- I4 LONGFTUDINAL
ROU
GT SO -ID TO 24' ABOVE
RETAINING, (ALIT CELLS
WREBAR TO TO' O PILASTER
W x 8" x 16" CRU., GREY SPLTTFACE -
REINF. STEEL = 40 GRADE
p5 0 18" Vert 0 EDGE -
6'x 8'x 16' 1�, LOT
GRAY SPLUFACE CONCRETE BLOCK I- -11 `SIDE
- `STREET
DE` C(
8'x8' x16' \ Jl/I t4
GRAY SPLITFACE CWERETE BLUPILASTER PLAN VIEFOILW.5 14di
A
F5 0 18.00"-
2- p4 IDNGTTUDINAL-
FOOTING TO BE CLASS
H° CONCRETE
6' BL(
w/3.5
SEC'
I
CONT -
CONT.
3/4'
A
12
FOOTING 70 BE CLASSSEALANT TO BE
H" CONCRETE '_1/ Vev APPLIED BY WALL
CONT.
Eg.T,_N7
DONT
3/4'
CONT- m
SEALANT TO BE
APPLIED BY WALL
CONTRACTOR
2'-9' CONTRACTOR
6' BLOCK WALL
w/1.5' RET.
SECTION "B"
N.T.S. i
to
�7161�
131 130 29 120 127 126 125 20 19 18 17 16 15 14 13 2 11 10 9
132
121 122 123 124 2; 22 25s 24 T21 7?728 29 30 31 32
131
120 CNNQfW®0 AVOBF
///IS` A 130
ywS'9" 129 a
F� 119 116 LI7 116 IIS I14 113 112 40 39 38 To,
128
aIT IO2 10.3 I04 105 106 107 108 109 110 ll1 � 41 A2 43 46- '47 48
�3
PANAMA
LANE
6'x 2'x 16' GREY
s"ITFA`E �
TTM 6531
MAP
100 99 98 191 116 B 114 191 92 c 56
57 56
55
54
53
52
5 5o
V
c�
q
W q
1
49
PANAMA
LANE
BERKSHIRE
ROAD H
s
N
w
$
z
x
SEE SHEET 6
60 61
62
63
64
McCUTCHEN
J6566LG7
6886w
y
51
SD
49
48
47
46 45
44
29
26
13
ti
_ _ BUIL
SPRUCE
AVENUE
0
P7
14
12
43
B0. 83 82 81 BO 79 78 77
76
KDIWMD
WAY
42 31
26
15
52
53
54
55
56
57 58
41 32
25
16
16
40 33
24
17
9
h
59
93
92
9 4
23
16
B
W
91
60
38 35
22
19
7
W
FIRE ORA
61
90
37 36
�' 21
20
3
6
94
62
HAWO'FO N TREE
LANE
5
89
4
95
0
R8
64
65 66 67
68 69 70
71 ]2
96
°d
3
97
B7
85
85
84 83
82
81
BD 79 78
77 76 75
74 73
9fl
L.�
99
g
100
101
WE
103
1&4 105
IDG
$
147 148 149
I50 151 i52
I53 154
155
156 157
W
>
a
�
115
ll4
ll3
112
111
110
109 108
107
146 145 144
143 142 141
140 139
138
137 136
R
�:
In
N
c
116
1(7
118
119
2D
121
122 123
IN
125
126 127
128 129 ]30
131 132
133
Z
nNE
PHASE
135
w a
P
AS
W
'j
PHAS
W
132
133
134
135
136
137
13B 139
140
141
142 14�
131 130 29 120 127 126 125 20 19 18 17 16 15 14 13 2 11 10 9
132
121 122 123 124 2; 22 25s 24 T21 7?728 29 30 31 32
131
120 CNNQfW®0 AVOBF
///IS` A 130
ywS'9" 129 a
F� 119 116 LI7 116 IIS I14 113 112 40 39 38 To,
128
aIT IO2 10.3 I04 105 106 107 108 109 110 ll1 � 41 A2 43 46- '47 48
�3
PANAMA
LANE
6'x 2'x 16' GREY
s"ITFA`E �
TTM 6531
MAP
100 99 98 191 116 B 114 191 92 c 56
57 56
55
54
53
52
5 5o
X 16' PILASTER GREY SPLITFACE BLOCK
c�
q
W q
1
49
BERKSHIRE
ROAD H
s
N
w
$
z
x
e' 88 89 90 91 59
60 61
62
63
64
McCUTCHEN
J6566LG7
6886w
y
ti
I
ti
_ _ BUIL
SPRUCE
AVENUE
85
B0. 83 82 81 BO 79 78 77
76
GREY SPLITFACE CAI'
PANAMA
LANE
6'x 2'x 16' GREY
s"ITFA`E �
TTM 6531
MAP
N.T.S.
W
>
8' X 8'
X 16' PILASTER GREY SPLITFACE BLOCK
q
q
W q
1
BERKSHIRE
ROAD H
s
N
� �
z
McCUTCHEN
ROAD
GREY SPLITFACE CAI'
6'x 2'x 16' GREY
s"ITFA`E �
VICINITY
MAP
N.T.S.
8' X 8'
X 16' PILASTER GREY SPLITFACE BLOCK
/ 1
E� s" fog
Ria/ae/
]5 74=71�fl
�5•d[tIGJ'TR GS3/ �I7i�NL'l
R oYESSION
' G$9RFi:,TK,'X*1S B ,V ^R�Q`1WoSq,R'S E.
w No. 35473
m 9/30/07
*-__ `'TRACT No.
WALL PLANS
SmithTech' USA
INCORPORATED
THE HABERFELDE BUILDING
1424 17TH STREET
BAKERSFIELD,CA 93301
(661) 327-8492 FAX 327-8493
1 - PHASES 1-2
PROFILES
ROBERT E. SMITH RCE 3 3 DATE
JOB N0. OS yaT
Moa SHEET 19OF 6R SHEETS
�
/
CITY OF
BAKERSFIELD
TRACT No. 6531 PHASES 1-2
CONSTRUCTION PLANS
WALL PLANS AND PROFILES
6" Z 2" Z 18' GREY
SPLTTFACE CAP
#4 CONT
e" z 8" a 38" C.N.U., GREY SPLTTFACE M1
RERIF. STEEL = 60 GRADE
#4 �"24* LAPS PAD
sly
GROUT SOLID TO 24" ABOVE
RETAINING, GROUT CELLS
w/REBAR TO TOP OF PILASTER #4 CONT.
4-#4 LONGTTUDINAL
s
TYP. 2-#6 Q 18.00' TOE
i�
a
FOOTING TO BE CLASS SEALANT TO BE
H" CONCRETE t.50' 1.25' APPLIED BY WALL
CONTRACTOR
2.75
6' BLOCK WALL
NO RET.
SECTION "A"
N.T3.
GENERAL STRUCTURAL NOTES:
GENERAL
A. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH
APPLICABLE SECTIONS OF THE CBC 2016.
8" Z 2" a IB' GREY
SPLITFACE CAP 6" s 2" Z 16" GREY 6" Z 2' Z 16" GREY
SPITTFACE CAP SPLTTFACE CAP
MASONRY #+ CONT.
#4 CONT #4 CONT.
A MATERIALS: 6" s 8" s 18' C.ILU. GREY SPLITFACE g
REINF. STEEL = 60 GRADE 6" Z 8" s 16' C.N.U., GREY SPLTTFACE6" z 8' s IB' CALU., GREY SPIATFACE �(
1. CONCRETE BINK MASONRY UNITS ASTM C-90 REINF. STEEL = 60 GRADE g BEDIP. STEEL = 60 GRADE
2. REINFORCING MATERIALS-. DEFORMED ASTM A615, GRADE 60 o
3. ADMIXTURES-. ONLY AS APPROVED BY THE ENGINEER. #4 ®18" Vert ®OC p/� w o #4 • IB' Vert • OC
4. RUINING BOND MIN. 24" LAP SI9E a -� lO1I. za" LAP PAD -
#4 • 18' Vert • OC
pAP - MIN. E4" LAP ' o SIDE o
GROUT SOLID TO 24" ABOVE m a
,I � GROUT SOLID 1X1 24' ABOVE #4 CONT. 4 m GLUT 90id0 TO 24' ABOVE #4 CONT
�._,,., RETAINING, GROUT CELLO #4 CONT. RSTAINING. GROUT C67L4 HHTAINING. GROUT CELLS
SUMMARY OF IMPROVEMENTS: ti LS w/REBAR TO TOP OF PILASTER w/REBAR TO TOP OF PILASTER w/BERAR To TOP OF PILASTER
6' BLOCKWALL w/ NO -RET. _298 -CF. ! 3
6' BLOCKWALL w/Y-6" RET. X60-11 1, 092 1_ F !i 3" 4_ -
6' BLOCKWALL w/2'-3' RET. X1;482'-L�. _ --�� _
/ 3AIto5 L.f.
6' BLOCKWALL w 4' RET. .547 -L -F. e' z e' : IB" C.YU., GREY SPLlT'FACE - -
/ #5 ! IB" Vert ® EDGE �� 4 CONR. b NEW. STEEL = SINGER
cF.(q� L.F• 'v #6 O IB" Vert O &IXIE ;,'�
B" 8 8" Z 18" C.N.U., GREY SPLTTFACB 2 3/4' - 'a #6 ®18" Vert B EDGE �� paj
REITF. STEEL = 60 GRADE - 8" Z W Z IB" C.1LU, GREY SPLTTFACB 2 3/4' _ 1252'
RE:_S711L 13°� - -
5L, ETT4-#4 LONGi-
TYP. 218.00' 4 3• , r 4-#4 LONGITUDDIAL 3 Y`('
GENERAL NOTES:
FOOTING�CE CI,AS3 F-1=4 TE SEALANT TO HE FW ttAc m Ii®8 iC8WSE iSEALANT TO BE Q b�16CLASS.W' ' 15NI"_�.�
SEALANT TO BE
1. MANUFACTURED CAP 6'X 27z 16" GREY t50'
CONTRACTOR
O WALL APPLIED BY WALL APPLIED BY WALL
B' CONCRETE 1.35' 175' R" CONCRETE 1.54' 1.71'
10 MIN. LAP FOR SPICE lY RERlFIRONG STEEL SHALL 24 2.92 CONTRACTOR 3.70' CONTRACTOR 3.25' CONTRACTOR
INCHES.
OMIT MORTAR FROM HEAD ,TINT OF FIRST COURSE OF r
BLOCK WALL ABOVE GRADE FOR DRAINAGE PURPOSES 6 BLOCK WALL 6'
BLOCK WALL 6'
BLOCK WALL
OR AS '1IEEPHOIES."° " r
w/1 —6 RET. W/2'—O"-3'—O"RET. w/4 —0" RET.
SECTION "B" SECTION "C" SECTION "D"
N.T.S. N.tS_ N.T.S.
6' x 8' x 16' ''_¢•
CRAY SPf11C CONCRETE BLOCN SME
<LOT
`SWEE\T
SIDE
GRAY SPLOFACE CAP
PILASTER PLAN VIEW
N.tS.
07/10/2018 REV
Drawing File: 6531WalIFR
LENNAR
C x 6' x 16' GREY SPIT FACE
CONCRETE BLOCK FACING STREET
PILASTER DETAIL
N.T.S.
6' X 8" X 16' PILASTER GREY SPUTFACE LOCK
No. 35473
9/30/19
REVISION BY-
- -
------
ROBINY E. SMITH DATE
R.C.E. 35473 EXP. 9-30-19
REVISION APPROVED BY:
pi P� 9 /S-ts
DANIEL PADILLA DATE
R.C.E. 67008 EXP. 9-30-18
REVISION A MINOR REVISION OF WALLS
AND REVISED PILASTER LOCATIONS,
f}s- aulcT iR. &,r3/ ttrJlf I #TILL
'PECCAD DRAU s
l i
CITY RECORDS
m
L2\
P-bWT SLAtTt1 D—
A..o C-
Pzt'VI51DN A APPROW 5Y.
001m !
JIM M 9Gk1RoETEK DAT9
R•0"r-• 40166
RCv1e.,100 /A'. Lowgp_Ep STA
I D+ B6.3b TD STP . 21-t n 12 • TO MEET L ANV 56NE
S PG STANDA EBF 1L 2NE T �TIt �F�DTRb�
REVISION ONE:
MINOR
REVISION OF
WALLS
AND REVISED
PILASTER LOCATIONS.
PROFILES
EVI4
: b11
C2 kVISIDN
WWLL
TvmT )6
P2EVISI
5ELTtON
D IIJ(2S
THE HABERFELDE BUILDING
TRACT
No. 6531
— PHASES
1-2
_ WALL
PLANS &
PROFILES
Smithlfech— VSA
INCORPORATED
THE HABERFELDE BUILDING
1424 17TH STREET
BAKERSFIELD,CA 93301
OBERT E. SMITH
RCE 35 7
DATE
(661) 327-8492 FAX 327-8493
JOB NO. - 05-103
CSHEET 1A OF
6R HEETS
R/W
A
SCALE: HORIZ. 1" = 50'
VERT. 1" = 2'
NOTES:
iQ 7 WALL FOOTING EASEMENT TO BE
DEDICATED WITH FINAL NAP
J
367
J
J
J
366
J
J
J
J
w
�
J
JN
_
H
J
J_
n
�
r
h
REVISION A MINOR REVISION OF WALLS
n
n
n
n
n
n
n
n
ns
ns
in
ct
Tr
±lam
; 1..
M �kl
M�
Ma��l
M�
en
W
rn �y�j
r�W
O
rn l�il
8
OQ'
t06
Q/
ce
m
+ m J
//vv
L1�
W
Y)
SEE SHEET 2
IM
ct (
�
^�
NOTES:
iQ 7 WALL FOOTING EASEMENT TO BE
DEDICATED WITH FINAL NAP
J
367
J
J
J
366
J
J
H
J
w
�
J
JN
_
H
J
DANIEL PADILLA DATE
R.C.E. 67008 EXP. 9-30-18
REVISION A MINOR REVISION OF WALLS
n
n
n
n
n
n
n
n
ns
ns
in
M �kl
M�
Ma��l
M�
en
W
rn �y�j
r�W
e�iW
rn l�il
Nom'
OQ'
t06
�2
�
^�
�s
^r
IL
S
MS
W
1q
M
G
O
M
3
t-.I
J_
LL
CD
LL
6
^O
E5
yam.M
O
LL
N
N +
V
l�
U
nen
M
' UIBaIO.YI/�I
6
L -j
35473
/19
9/30/19 ` ROBERT E. SMITH RCE 35473 DATE
9�
CIVIL
REVISION t BY:
�
ROBERT E. SMITH DATE
R.C.E. 35473
REVISION ® APPROVED BY:
� ss3®rte
JIM M. SCHROETER DATE
R.C.E. 46185
REVISION ®: LOWERED FOOTING 8° FROM STA.
10+86.36 TO STA. 21+03.22 TO MEET LANDSCAPE
SLOPE STANDARD & REVISED SECTION FOOTAGES
Is-
367
W
REVISION ® BY:
W
W
N
366
-----
ROBERT E. SMITH DATE
R.C.E. 35473 EXP, 9-30-19
REVISION ® APPROVED BY:
DANIEL PADILLA DATE
R.C.E. 67008 EXP. 9-30-18
REVISION A MINOR REVISION OF WALLS
AND REVISED PILASTER LOCATIONS.
Is-
367
4 �< _T
366
-----
C joli
--S = 20THDw
--_ • --- _.. --_ . _ _ .;_TDP OF WAIL _....----- _._.___ _ - —__. _--- TW 364 - --5 = .2011F'_-- - TW 364.95__. .. 1}, 364,75. _.
71
364 - s =_.,,�z / 2D,x - TW_3fiut - - ,�_m._�m 364
- - -
L
K
R/W
SCALE: HORIZ. 1" = 50'
VERT. 1" = 2'
lri'� `�°-.'Piz «�'� � jXz `Fl `r�y�1 n�rn��.9l}}+m p�N May r3
C
S CU C7 W
A 12
di
L r �� CD
IBJ
m o cl�- IT:
6 I —_c
SEE SHEET 2 G'
69 PAD PAD 68 2 PAD
LLPAD PAD
s 49 ) )48 33 kti�
57.4 5Z4 57.4 5Z4 57.9
3 N BP5A9 s56 O. 0P57.9 N BP5A9 �5 BP57.9 BP 58.
-- — ----
--------- L
cqS 450' SIGHT LINE —T — — — — 6, — _ _ — _ — — 450' SIGHT UNE
fl 12 13 14 _ — — — — — 15 16 17 18 W
—111100.
axis
10 11 12
PHASE 2
13 14 15
148.`
SECTION
S=
IZEVlS1aJ�L BY:
RbBERT E- SMSTN DaTE
REVt51gJ L\ APPROVED BY:
eQyv
JIM M. 5GFIRbmK
R GE 46195
F vsloo -LDWERIED FOa10G 5" FROM 5TA
IDt 86.36 TD STA- 21+1)3.2Z TO MST LANDSGPPE
SLtiPt STANDARD b p%LsEP Sl D16TANGE5
5EE SHEE( 3R2
17 18
4y"......., U
ORT E.
No. 35473
9/30/19 ROBERT E. SMITH RCE 35473 DATE
CIVIL
NOTES: i
Oi 7 WALL FOOTING EASEMENT TO BE
DEDICATED NTH FINAL MAP
A5 �u7aTTR, ys3/
COR RECTI BY: -
REVISION ® BY
r 716 r/B
ROBERT E. SMITH DATE
R.C.E. 35473 EXP. 9-30-19
REVISI N ® APPROVED BY:
DANIEL PADILLA DATE
R.C.E. 67008 EXP. 9-30-18
REVISION 8 MINOR REVISION OF WALLS
AND REVISED PILASTER LOCATIONS.
I
367
— —
—
--
—
— -- —
—
--
I
,I
366
�—
--- — —
-- t— —
--
—'I
365
1
364
'
1.363
W
V<
-------- — ---
--- -- — -----
--
— -- --
—
-i
+
--
a
361
-- 1
-- ---
--
—
— — —
360
— —
—
I
I,
-
I
359
-
--1W364.0$
I
- -----
--- ---
I
I
— — ---
—
—
357
---
356
— -
-
-
I
r
— —; — --
PHASE 2
13 14 15
148.`
SECTION
S=
IZEVlS1aJ�L BY:
RbBERT E- SMSTN DaTE
REVt51gJ L\ APPROVED BY:
eQyv
JIM M. 5GFIRbmK
R GE 46195
F vsloo -LDWERIED FOa10G 5" FROM 5TA
IDt 86.36 TD STA- 21+1)3.2Z TO MST LANDSGPPE
SLtiPt STANDARD b p%LsEP Sl D16TANGE5
5EE SHEE( 3R2
17 18
4y"......., U
ORT E.
No. 35473
9/30/19 ROBERT E. SMITH RCE 35473 DATE
CIVIL
NOTES: i
Oi 7 WALL FOOTING EASEMENT TO BE
DEDICATED NTH FINAL MAP
A5 �u7aTTR, ys3/
COR RECTI BY: -
REVISION ® BY
r 716 r/B
ROBERT E. SMITH DATE
R.C.E. 35473 EXP. 9-30-19
REVISI N ® APPROVED BY:
DANIEL PADILLA DATE
R.C.E. 67008 EXP. 9-30-18
REVISION 8 MINOR REVISION OF WALLS
AND REVISED PILASTER LOCATIONS.
CITY RECORDS J
Ill
367
— —
—
--
—
— -- —
—
--
I
,I
366
�—
--- — —
-- t— —
--
—'I
365
1
364
'
1.363
t
-------- — ---
--- -- — -----
--
— -- --
—
-i
362
--
a
361
-- 1
-- ---
--
—
360
I
I,
-
I
359
358
— — ---
—
—
357
---
356
— -
-
-
355
— —; — --
-
354
CITY RECORDS J
Ill
R/W
SCALE: HORIZ. 1" = 50'
VERT. 1" = 2'
Q J JN Jh J J J J J J J J J J J J J
.n ins ins .n in .n � .n � in in in in in in in
n rd� nam r n n n r r n n n r n n n
' NQ $ n$cli Ma Md M M M MyK� M MWd. M ML�J M� MldJ M4d.I MSW
<mOOi� OI- OlF
cq
")Z Y ry C� NQ Ip (n M}}6 Oa4 O4 C4l 'n fQn }Q (..p}}4 NQ t
{W C2 M}QN c}}0@
D]z �� ��!ham J ai'� InJ N�
W Q Q d d Nd Nd ryd Nd Nd Nd Nd Nd N1 Nd NO -
N 32A? PAD
579
_——BP58.4 `n
PAD
56.7 9
BP57.2
�-
1
19
o �
�i IW
W
_ W
PAD
I-- i
W
Q
l
PADa
W <�
a
PAD
8 56.7
C�
57.2
r�
N
BP57.2
N
^
BP58.2
r`
0
�
�)•--_
H _ 3
UP 58.2
BP57.7
4
C> "] - I _. _-
I
- ---- _ -
y 17
1
'f'
N 32A? PAD
579
_——BP58.4 `n
PAD
56.7 9
BP57.2
�-
6•
9 20 21 22
i
N
19
o �
W
to
W
W W
PAD
Q
Q
l
PADa
a
PAD
8 56.7
N
57.2
577 135
BP57.2
N
^
BP58.2
6•
9 20 21 22
i
No. 35473
s/3o/ s ROBERT E. SMITH RCE 35473 DATE
I
? OFCAL�Fp4�~� NOTES:
2' WALL FOOTING EASEMENT TO BE
DEDOATED WITH FlNAL MAP
�®
19
o �
LTJ W
�3
W W
PAD
PAD
O Y
l
No. 35473
s/3o/ s ROBERT E. SMITH RCE 35473 DATE
I
? OFCAL�Fp4�~� NOTES:
2' WALL FOOTING EASEMENT TO BE
DEDOATED WITH FlNAL MAP
�®
19
W 1
20
PAD
PAD
157
556.24
24
136
57.7
57.2
27
28
s56.64
0
�
�)•--_
G
UP 58.2
BP57.7
4
C> "] - I _. _-
I
- ---- _ -
'f'1CTyJ i'
'f'
'�'
—24 —`450' SIGHT LINE1626 2
--- N
PHASES 1 & 2
REVISION ® BY:
ROBERT E. SMITH DATE
R.C.E. 35473
REVISION & APPROVED BY:
�,* Vis, s/sd/t1
JI M. SCHROETER DATE
R.C.E. 46185
REVISION ®: LOWERED FOOTING 8" FROM STA.
10+86.36 TO STA, 21+03.22 TO MEET LANDSCAPE
SLOPE STANDARD & REVISED SECTION FOOTAGES—
REVISION ® BY
ROBERT E. SMITH DATE
R.C.E. 35473 EXP. 9-30-19
REVISION 6 APPROVED BY:
DANIEL PADILLA DATE
R.C.E. 67008 EXP. 9-30-18
REVISION A MINOR REVISION OF WALLS
AND REVISED PILASTER LOCATIONS.
18
19
20
21
22
23
24
25
26
27
28
�
�)•--_
G
-- d
4
C> "] - I _. _-
I
- ---- _ -
'f'1CTyJ i'
'f'
'�'
'} T
}Q
- -
--
'(_Q
-
-
1 i_
} J
-
----
--
- -
--- - --
367
36/7
366
`s
366
-
- - -
13.7§' 8--w
I �
_ - _
9500
_
"
149 93
?�
r rlL
1�Ql-
379 OC
-- a&19'
��r <.--_____
,___- .-__-_ _
/�
_-._ _!D1__.
:__-_
.79.00
/1/C
___SEr_uTdL_'f"
_2rrn�u "r'_____
__..-.._
__-__ _- ;._. _.. -__ v I_._. 4V3 r¢ �__
_ M[L
_
M(Y'____iM
1....
__.Md'
_._M d.� __
MAK.M ___.
_ _✓Y,fL`__
_Wd•
-_.___ID.+n�
--
:
____!ors
11
7
�
�)•--_
G
-- d
4
C> "] - I _. _-
I
'f'1CTyJ i'
'f'
'�'
'} T
}Q
.f�i'
+i�..
'(_Q
�.� f
i
1 i_
} J
}
}'C
}CJ i h �.
367
36/7
366
`s
366
-
- - -
13.7§' 8--w
I �
_ - _
9500
_
"
149 93
?�
379 OC
-- a&19'
��r <.--_____
,___- .-__-_ _
/�
_-._ _!D1__.
:__-_
.79.00
/1/C
___SEr_uTdL_'f"
_2rrn�u "r'_____
__..-.._
__-CCcil@A ❑_____._.._
-. __-
.-cconnnl "o"
1....
__-_.
-..-
--
11
7
R/W
SCALE: HORIZ. 1" = 50'
VERT. 199 = 2'
im
tLD6ERr IZ'. 5MITH DATE
!{
K.G.E. 35413
RFvISI* 2 AQpIZDVED BY:
JIVI M. 6GNRDEfEl2 DATE
Rz.B. gblZs
(Z)vsOtJ 6DWERfiD F001It,* 6. F7()o 5TA.
E.No.
ID+6Ex36 TD %k 21iD3.ZZ TD MEE-r jMV-,CAP6
SI,DpE 5TANpARD & REVISED %rrlDN DISTANCES
StE StlFxC 422
�26 27
28
J
n n�
nJ
t n
n
n
lF
S .201Y
I
i
35473
I
IA
If]
1
1(1
w
IA
IA,a'9/30/19
CD
C7
w
t
vi:
I
C7
w
-:C
CALL
C -
t
J
32
PAD
PAD
w
-
6�
5Z9
56.7
9
/
F��'1e�
n
BP58.4 n
t PSZ2
J
3
N
-
w
W
w
�a�
hA l�
W 17
�
18
I
19
20
�
im
PAD = PAD PAD PAD 157X556s56.64
.24
g 56J 57.7 135 �� s 13657.7 57.2 G N
BP57.2 BP58.2 t BP58.2 BP 57.7
Ei '^ 56.58 f� J3 l -
s ---
450'SIGHTUNE
J-------� _ --
21 22 6 23 _ - _ _M - - - - -24 C 450 SIGHT UNE 25
PHASES l & 2
26
REViSIDN A2 BY
tLD6ERr IZ'. 5MITH DATE
!{
K.G.E. 35413
RFvISI* 2 AQpIZDVED BY:
JIVI M. 6GNRDEfEl2 DATE
Rz.B. gblZs
(Z)vsOtJ 6DWERfiD F001It,* 6. F7()o 5TA.
E.No.
ID+6Ex36 TD %k 21iD3.ZZ TD MEE-r jMV-,CAP6
SI,DpE 5TANpARD & REVISED %rrlDN DISTANCES
StE StlFxC 422
�26 27
28
J
--- — --
lF
S .201Y
I
i
35473
I
IA
If]
1
1(1
Yf
IA
IA,a'9/30/19
t
vi:
CALL
w
w
LJ
�
2
,>
N
12
w
w
C!
LU
�
1
$
Q
w
W
Q
Q
m
v
PAD = PAD PAD PAD 157X556s56.64
.24
g 56J 57.7 135 �� s 13657.7 57.2 G N
BP57.2 BP58.2 t BP58.2 BP 57.7
Ei '^ 56.58 f� J3 l -
s ---
450'SIGHTUNE
J-------� _ --
21 22 6 23 _ - _ _M - - - - -24 C 450 SIGHT UNE 25
PHASES l & 2
26
REViSIDN A2 BY
tLD6ERr IZ'. 5MITH DATE
!{
K.G.E. 35413
RFvISI* 2 AQpIZDVED BY:
JIVI M. 6GNRDEfEl2 DATE
Rz.B. gblZs
(Z)vsOtJ 6DWERfiD F001It,* 6. F7()o 5TA.
ID+6Ex36 TD %k 21iD3.ZZ TD MEE-r jMV-,CAP6
SI,DpE 5TANpARD & REVISED %rrlDN DISTANCES
StE StlFxC 422
�26 27
28
-`y — -I— _ - 7-7---7-
I I
S=
�
r
I
F'.
J
-`y — -I— _ - 7-7---7-
I I
S=
�
r
I
J
--- — --
lF
S .201Y
-`y — -I— _ - 7-7---7-
I I
S=
CITY RECORDS J. -
ROBERT E. SMITH RCE 35473 DATE
NOTES:
7 WALL FOOTING EASEMENT TO BE
DEDICATED WITH FINAL NAP
�y-dtuLT i Q. 6,6-37 �uli I OdE 1
CI)A€i[CTMS W d:
REVISION BY: , !
-Ag
RO ERT E. SMITH DATE
R.C.E. 35473 EXP. 9-30-19
REVISI ® APPROVED BY:
DANIEL PADILLA DATE
R.C.E. 67008 EXP. 9-30-18
REVISION 8 MINOR REVISION OF WALLS
AND REVISED PILASTER LOCATIONS.
SEC RevCsCij sN6ET q�2
I
i
I
1
t
CITY RECORDS J. -
ROBERT E. SMITH RCE 35473 DATE
NOTES:
7 WALL FOOTING EASEMENT TO BE
DEDICATED WITH FINAL NAP
�y-dtuLT i Q. 6,6-37 �uli I OdE 1
CI)A€i[CTMS W d:
REVISION BY: , !
-Ag
RO ERT E. SMITH DATE
R.C.E. 35473 EXP. 9-30-19
REVISI ® APPROVED BY:
DANIEL PADILLA DATE
R.C.E. 67008 EXP. 9-30-18
REVISION 8 MINOR REVISION OF WALLS
AND REVISED PILASTER LOCATIONS.
SEC RevCsCij sN6ET q�2