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REVIEWED BY:
TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE
REVIEWED BY:
ENGINEERING SERVICES MANAGER, CITY OF BAKERSFIELD
6410"
CITY ENGINEER, CITY OF BAKERSFIELD
CQU ES R. LAROCHELLE R.C.E. 40854 (EXP. 3/31/03)
BENCHMARK USED:
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE
INTERSECTION OF DEER PEK DRIVE AND HARCOURT LANE (PER
TRACT 5217)
ELEVATION = 364.05 (U.S.G.S. DATUM)
STQCKDALE H WY
CALIFORNIA
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PROJECT F_
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DATE
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PHASE
SHEET No. INDEX
QQ TITLE SHEET
gDETAILS — GENERAL NOTES
3 TRACT 5999 PHASE 1 — 3 (PLAN VIEW)
MATERIALS LIST
ESTIMATED QUANTITIES, NOT
TO BE USED FOR BIDDING PURPOSES
BLOCK WALL
APPROXIMATE LINEAL FOOTAGE 19,605 f L.F.
OF BLOCK WALL
NOTICE:
24 HOUR NOTICE I-S REQUIRED PRIOR TO START OF
CONSTRUCTION. CALL CITY OF BAKERSFIELD CONSTRUCTION
DEPARTMENT AT (805) 326 -3049 AND CITY PARKS DIVISION
AT (661) 326 -3117.
SIGNAGE NOTE:
PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO
COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING
DIRECTOR FOR REVIEW AND APPROVAL PURSUANT TO BAKERSFIELD MUNICIPAL
CODE, SECTION 17.60 110 (N). ONE COPY OF THE SIGN PLAN SHALL ALSO
BE SUBMITTED TO THE PARKS DIVISION FOR REVIEW AND APPROVAL. SIGN
PLANS SHALL INCLUDE COPY, DIMENSIONS, COLOR, MATERIALS, LIGHTING
ANCHORAGE, AND LOCATION OF SIGN(S). APPROVAL OF THESE WALL PLANS BY
THE PUBLIC WORKS DIRECTOR DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE.
FOOTING- NOTE:
FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE
PLANS BY MORE THAN 2 ". ANY FORMWORK NECESSARY TO
MAINTAIN THIS FOOTING WIDTH SHALL EXTEND BELOW THE
F1NiSHED fi0P OF GRADE AT LEAST 16" OR THE DEPTH OF
THE FOOTING, WHICHEVER IS LESS4
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JOB No.:
04
DWG FILE:
141 OWLO 1
DATE:
3/15/011
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DWG FILE:
141 OWLO 1
DATE:
3/15/011
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3 1/2" x
RED BRICK
STREE
#4 REBAR O 32"
CENTER IN BLOCK
TO TOP OF WALL
GROUT ALL CELLS TO 24" ABOVE
HIGHEST GRADE. GROUT ALL CELLS
WITH REBAR TO TOP OF WALL.
(TYPICAL ALL SECTIONS)
# 5 REBAR 0 32" O.C.
# 4 CONT. REBAR --�
8" CONCRETE BLOCK --�
(SOLID GROUTED)
OMIT HEAD JOINTS
AT GROUND LEVEL
STREET SIDE _
#4 CONT. REBAR
9096 REL. COMPACTION FOR
12" BELOW FOOTING (TYP.
THROUGHOUT) A
RED BRICK SINGLE BULL NOSE
3 I// 9 x 2 3/16 "x 7 1 /2" RED"""", ".
CORNER MONUMENT CONTROL PLAN,
SCALE: 1 "= 20'
3 1/2" x 2 3/16 "x 11 1/2"
RED BRICK CAP
3 1/2 is, x 2 3/16 "x 7 1/2"
RED BRICK SOLDIER COURSE
(TYPICAL FOR TOP TWO ROWS
OF ALL PILASTERS) Mom
STREET SIDE 01 SWAM LOT S
6 "x8 "x16" CONCRETE BLOCK
aerwe
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3 1/2" x 2 3/16 "x 7 1/2"
RED BRICK VENEER WITH
ANCHOR TIES TO CONCRETE
BLOCK WALL
e.■ie
WATER PROOFING REQUIRED
WHEN RETAINING CONDITION
...� EXISTS. (UP TO 18" RETAINING)
FINISHED GRADE
CONCRETE FOOTING 21-•6" X 2'--6"
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2' -6"
PILASTER DETAILS
E
2 NOT TO SCALE
3 1/2" x 2 3/16"x 7 1/2 "
RTAR
�.
4 , R/W
�` -- - 5 _ 1 _5' LANDSCAI
� EASEMENT
3 1/2" x 2 3/16 "x 7 1/2"
RED BRICK CAP
STREET SIDE Ic=
#4 REBAR 0 32" O.C. --.
CENTER IN BLOCK
TO TOP OF WALL
GROUT ALL CELLS TO 24" ABOVE
HIGHEST GRADE. GROUT ALL CELLS E0,
WITH REBAR TO TOP OF WALL.
(TYPICAL ALL SECTIONS)
#4 REBAR AT EACH CORNER, TYPICAL
FOR ALL PILASTERS. PILASTER FOOTINGS
TO EXTEND 3" BEYOND FACE OF BLOCK
IN ALL FOUR DIRECTIONS. FOOTING TO BE
9" THICK WITH #4 REBAR AT 8" CENTERS
EACH WAY PLACED 3" CLEAR TO BOTTOM
OF FOOTING.
1"OH CORNER MONUMENT ELEVATION PLAN
k 17 / NO SCALE
NOTE:. BLOCK WALL SHALL MATCH EXISTING BLOCK WALL IN COLOR, PATTERN
AND PILASTER CONSTRUCTION TO EXISTING WALL EAST OF TRACT 5999
(TRACT 5934). CONTRACTOR SHALL NOTIFY ENGINEER IF THERE ARE ANY
DISCREPANCIES.
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#4 CONT. REBAR #4 CONT. REBAR
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#4 CONT. #4 CONS . REBAR
I O 32 0/C
00 #4 REBAR • 32' O.G.
1 CENTER IN BLOCK �I
(0 TO TOP OF WALL io
-- 6 "x8 "x16" BLOCK 8 "X8 "x16" BLOCK
GROUT ALL CELLS TO 24" ABOVE
: HIGHEST GRADE. GROUT ALL CELLS
EQ. °O NTH REBAR TO TOP OF WALL. EQ.
00 (TYPICAL ALL SECTIONS) �
# 4 REBAR O 32" O.C. FINISHED GRADE
# 4 CONT. REBAR
c.� 8° CONCRETE BLOCK �
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x I STREET SIDE �. N X
a 'a FINISHED GRADE. 2 3/4 .. ¢ N
m � �+"' 1 CU. FT. GRAVEL �
M \ . `/ <7 .`~ t� `.M. BACKFILL PER FT. �
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#4 CONT. REBAR t s
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80 1
TED AREAS WIDER THAN WIDTH 2._2. \lll EXCAVATED AREAS WIDER THAN WIDTH
NG SHALL BE RECOMPACTED 907G REL. COMPACTION FOR OF FOOTING SHALL BE RECOMPACTED
LATIYE COMPACTION TO TOP 12" BELOW FETING (TYP. CLASS "B" CONCRETE TO 90% RELATIVE COMPACTION TO TOP
(TYP. THROUGHOUT). THROUGHOUT) (SEE GENERAL NOTES) OF FOOTING (TYP. THROUGHOUT).
ALL REBAR MALL HAVE 3" MIN. CLR.
FROM SOIL (TYPICAL)
SECTION - 2' -4" RETAINING WALL-
NOT TO SCALE
NOTE: DETAILS ARE SCHEMATIC -REFER TO PLANS FOR ELEVATIONS
SECTION A -A
SCALE: 1•= 2•
RED BRICK SINGLE BULL NOSE
3 1/2"x 2 3/16 "x 11 1/2" RED BRICK CA
7 f ,�� \��``. '� \�'�`� #4 CONT.
GROUT SOLID
ALL CELLS
WATERPROOF SURFACE
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# 4 REBAR Q 32" O.C.
R/W
GENERAL NOTES
141 OWL02
,
45 5' LANDSCAPE
EASEMENT
I
# 4 CONT. REBAR
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD
LOT SIDE
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RAB
INTO CORNER OF CELLS
STANDARDS AND SPECIFICATIONS ALONG WITH THE STATE OF CALIFORNIA
f
FINISHED GRADE
O
8" CONCRETE BLOCK
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION.
3 1 / 2" x 2 3 P 16 "x 7 1 / 2 "
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(SOLID GROUTED)
LL-
RED BRICK CA
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OMIT HEAD JOINTS
AT GROUND LEVEL
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2. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM THE CITY OF
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BAKERSFIELD BUILDING DEPARTMENT. A PERMIT SHALL BE OBTAINED FROM CITY
'`�
d WATERPROOF SURFACE
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STREET SIDE
., - , CORNER
PUBLIC WORKS DEPARTMENT FOR WORK TO BE DONE IN THE CITY STREET
STREET SIDE
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LOT SIDE
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RIGHT OF WAY.
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3. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION
1 CU. FT. GRAVEL
GROUT
INSPECTION DEPARTMENT AND THE PARKS DEPAT. SHALL BE GIVEN 24 HOURS NOTICE.
BACKFILL PER FT.
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#4 CONT. REBAR
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PARKS DEPARTMENT: (661) 326 --3117
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CITY CONSTRUCTION INSPECTION DEPARTMENT: (661) 326 --3049
CENTER IN BLOCK
#4 CONT. REBAR
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TO TOP OF WALL
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4. THE CONTRACTOR SHALL REMOVE /OR RELOCATE ALL OBSTRUCTIONS WITHIN THE
2•_1"
EXCAVATED AREAS WIDER THAN WIDTH
OF FOOTING SHALL BE RECOMPACTED
12" BELOW FOOTING (TYP.
THROUGHOUT)
CLASS "B' CONCRETE TO 9096 RELATIVE COMPACTION TO TOP
STREET RIGHT OF WAY AS DIRECTED BY THE CITY ENGINEER.
(SEE GENERAL NOTES) OF FOOTING (TYP. THROUGHOUT).
ALL REBAR SHALL HAVE 3" MIN. CLR.
FROM SOIL (TYPICAL)
6 "x8 "x16" BLOCK
T
GROUT ALL CELLS TO 24" ABOVE
(0
5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
HIGHEST GRADE. GROUT ALL CELLS E{,
H
FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT
WITH REBAR TO TOP OF WALL.
(TYPICAL ALL SECTIONS)
EQ.
I
INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL
i•
EACH WAY
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: THAT THE
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CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER
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HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH
"
# 5 REBAR 24 O.C.
2' 0"
PILAS R
2 -8" PILASTER
PILASTER
THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING
NOT
TO SCALE
cn
FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
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6. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST TWO ( 2 ) WORKING DAYS
W CONCRETE BLOCK
(SOLID GROUTED)
LA.
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PRIOR TO CONSTRUCTION. 1(800) 227- -2600.
7. PORTER ROBERTSON SHALL NOT BE RESPONSIBLE OR LIABLE FOR ANY CHANGES T0,
OMIT HEAD JOINTS
AT GROUND LEVEL
Q
LOT SIDE
FINISHED GRADE
THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY
STREET SIDE 2 3/4"
Z
WATERPROOF SURFACE
PORTER -- ROBERTSON ENGINEERING.
FINISHED GRADE
1 CU. FT. GRAVEL o
8. ALL EXISTING IMPROVEMENTS(CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCING, UTILITIES
6"
�__,,•
BACKFILL PER FT. �-
ETC.) THAT ARE REMOVED, DAMAGED, OR UNDERCUT SHALL BE REPAIRED OR REPLACED
#4 CONT. REBAR
�;;``�,
#4 ® 24" O.C.
AS DIRECTED BY THE CITY ENGINEER.
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#4 CONT. REBAR
9. COMPACTION TESTS WILL BE THE CONTRACTOR'S RESPONSIBILITY. NUMBER AND LOCATION
OF TESTS TO BE DETERMINED
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:
BY THE CITY ENGINEER.
10. BLOCK WALL : PERIMETER WALL
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BLOCK TYPE; WALL: MORTARED CONCRETE BLOCK
V"
EXCAVATED AREAS WIDER THAN WIDTH
BLOCK SIZE: 6" X 8" X 16" COLOR: * PATTERN: RUNNING BOND
90% REL- COMPACTION FOR
12 BELOW FOOTING TYP.
2._1"
" -
CLASS B CONCRETE
OF FOOTING SHALL BE RECOMPACTED
TO 90% RELATIVE COMPACTION TO TOP
WITH SEE SECTIONS SEE DETAIL
CAP. PILASTER:
THROUGHOUT) (SEE GENERAL NOTES) OF FOOTING (TYP. THROUGHOUT).
WITH RED BRICK VENEER SEE SECTIONS AND DETAILS THIS SHEET
* WALL TO BE PAINTED CASTLE & COOKE TRADITIONAL WHITE LANDSCAPING
ALL REBAR SHALL HAVE 3" MIN. CLR.
FROM SOIL (TYPICAL)
11. HEIGHT OF WALL SHALL BE 6'--0" MIN. MEASURED FROM THE HIGHEST ADJACENT GROUND.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRADING ALONG WALL LINE.
A SECTION '_" 1'-0" R WALL
13. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAX. DRY DENSITY AS DETERMINED
NOT TO SCALE
BY ASTM D -1557 TO A DEPTH OF 12" BELOW BOTTOM OF FOOTING.
14. WATERPROOF SURFACE WITH 1/8" THICK ASPHALTIC WATERPROOF COATING OR APPROVED
EQUAL AS PER CITY STANDARD L--8 . COAT ONLY THAT PORTION BELOW HIGHEST GRADE
SIDE DOWN TO FOOTING.
15. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN
45 R/W ,
5 LANDSCAPE
AND SPECIFICATIONS, OR FINDS DISCREPANCIES IN, OR OMISSIONS FROM THE DRAWING,
EASEMENT
HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION, OR A CORRECTION
t
THEREOF PRIOR TO FILING HIS BID FOR THE PROJECT.
I
16. GROUT ALL CAVITIES CONTAINING REBAR TO TOP OF WALL.
3 "x 7 1/2" x 2 3/16% "
1 j2
/BRICK
17. ALL STEEL OVERLAPPING SHALL BE 24" UNLESS NOTED OTHERWISE.
RED CAP
#4 CONT. REBAR
18. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC
WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT -
STREET SIDE
LOT SIDE
OF --WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT,
E ENT, SECURITY BASED ON AN APPROVED
ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF --WAY AND INSURANCE
AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT.
#4 CONT. REBAR
0 32" 0/C
STRUCTURAL NOTES
#4 REBAR 0 48" O.C.
CENTER IN BLOCK
GENERAL NOTES
TO TOP OF WALL
w
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE
N
6 *x8 "x16" BLOCK I
UNIFORM BUILDING CODE (UBC) 1997 EDITION.
GROUT ALL CELLS TO 24" ABOVE
t0
HIGHEST GRADE. GROUT ALL CELLS E0,
FOUNDATION NOTES
WITH REBAR TO TOP OF WALL.
(TYPICAL ALL SECTIONS)
EQ.
00
-1
1. FOR ALLOWABLE SOIL BEARING VALUES, REFER TO THE SOILS REPORT AS PROVIDED.
(0
CONCRETE NOTES
#4 REBAR 0 24" O.C.
1. MATERIALS:
1. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS.
8" CONCRETE BLOCK
2. CEMENT: PORTLAND CEMENT, TYPE 11,ASTM C --150.
(SOLID GROUTED)
3. AGGREGATE: ASTM C--33.
OMIT HEAD JOINTS
LOT SIDE
4. WATER: CLEAN AND DRINKABLE.
AT GROUND LEVEL
FINISHED GRADE
2. CONCRETE MIX DESIGN FOR FOOTINGS
STREET SIDE
FINISHED GRADE 2 3/4"
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2
WATERPROOF SURFACE
1. CLASS B CONCRETE, 2500 PSI AT 28 DAYS.
.t
1 CU. FT. GRAVEL
2. 5.5 SACKS OF CEMENT(MIN) PER CUBIC YARD.
wry �, ��y`
BACKFILL PER FT.
3. 314 AGGREGATE (MAX).
4. 5 SLUMP -- MAXIMUM WATER CEMENT RATIO: 0.50 (MAX).
66'
#4 CONT. REBAR
°'�:�,
#4 ! 24" O.C.
#4 CONT. REBAR
3. ADMIXTURES. ONLY AS APPROVED BY THE ENGINEER.
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MASONRY NOTES
1. MATERIALS:
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1. CONCRETE BLOCK MASONRY UNITS: ASTM C--90.
2. REINFORCING MATERIALS: ASTM A615, GRADE 60 DEFORMED BARS.
9096 REL. COMPACTION FOR
2r`1"
EXCAVATED AREAS WIDER THAN WIDTH
OF FOOTING SHALL BE RECOMPACTED
3. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER..
12" BELOW FOOTING (TYP.
CLASS "B" CONCRETE
TO 9096 RELATIVE COMPACTION TO TOP
2. MORTAR:
THROUGHOUT) (SEE GENERAL NOTES) OF FOOTING (TYP. THROUGHOUT).
1. STRENGTH: TYPE S, 1000 PSI AT 7 DAYS AND 1500 PSI 0 28 DAYS.
ALL REBAR SHALL HAVE 3" MIN. CLR.
3. GROUT:
FROM SOIL (TYPICAL)
1. STRENGTH: 1500 PSI 0 7 DAYS AND 2000 PSI 0 28 DAYS.
2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE
GROUTING OPERATION.
SECTI ON -- 0'-0" RETAINING BALL
4. PROVIDE VERTICAL EXPANSION JOINTS AT 48 (FOOT) INTERVALS... ALONG ENTIRE LENGTH OF
CONCRETE MASONRY BLOCK WALL.
NOT TO SCALE
3 1/2" x
RED BRICK
STREE
#4 REBAR O 32"
CENTER IN BLOCK
TO TOP OF WALL
GROUT ALL CELLS TO 24" ABOVE
HIGHEST GRADE. GROUT ALL CELLS
WITH REBAR TO TOP OF WALL.
(TYPICAL ALL SECTIONS)
# 5 REBAR 0 32" O.C.
# 4 CONT. REBAR --�
8" CONCRETE BLOCK --�
(SOLID GROUTED)
OMIT HEAD JOINTS
AT GROUND LEVEL
STREET SIDE _
#4 CONT. REBAR
9096 REL. COMPACTION FOR
12" BELOW FOOTING (TYP.
THROUGHOUT) A
RED BRICK SINGLE BULL NOSE
3 I// 9 x 2 3/16 "x 7 1 /2" RED"""", ".
CORNER MONUMENT CONTROL PLAN,
SCALE: 1 "= 20'
3 1/2" x 2 3/16 "x 11 1/2"
RED BRICK CAP
3 1/2 is, x 2 3/16 "x 7 1/2"
RED BRICK SOLDIER COURSE
(TYPICAL FOR TOP TWO ROWS
OF ALL PILASTERS) Mom
STREET SIDE 01 SWAM LOT S
6 "x8 "x16" CONCRETE BLOCK
aerwe
s�
F
3 1/2" x 2 3/16 "x 7 1/2"
RED BRICK VENEER WITH
ANCHOR TIES TO CONCRETE
BLOCK WALL
e.■ie
WATER PROOFING REQUIRED
WHEN RETAINING CONDITION
...� EXISTS. (UP TO 18" RETAINING)
FINISHED GRADE
CONCRETE FOOTING 21-•6" X 2'--6"
a 4 Z
a
2' -6"
PILASTER DETAILS
E
2 NOT TO SCALE
3 1/2" x 2 3/16"x 7 1/2 "
RTAR
�.
4 , R/W
�` -- - 5 _ 1 _5' LANDSCAI
� EASEMENT
3 1/2" x 2 3/16 "x 7 1/2"
RED BRICK CAP
STREET SIDE Ic=
#4 REBAR 0 32" O.C. --.
CENTER IN BLOCK
TO TOP OF WALL
GROUT ALL CELLS TO 24" ABOVE
HIGHEST GRADE. GROUT ALL CELLS E0,
WITH REBAR TO TOP OF WALL.
(TYPICAL ALL SECTIONS)
#4 REBAR AT EACH CORNER, TYPICAL
FOR ALL PILASTERS. PILASTER FOOTINGS
TO EXTEND 3" BEYOND FACE OF BLOCK
IN ALL FOUR DIRECTIONS. FOOTING TO BE
9" THICK WITH #4 REBAR AT 8" CENTERS
EACH WAY PLACED 3" CLEAR TO BOTTOM
OF FOOTING.
1"OH CORNER MONUMENT ELEVATION PLAN
k 17 / NO SCALE
NOTE:. BLOCK WALL SHALL MATCH EXISTING BLOCK WALL IN COLOR, PATTERN
AND PILASTER CONSTRUCTION TO EXISTING WALL EAST OF TRACT 5999
(TRACT 5934). CONTRACTOR SHALL NOTIFY ENGINEER IF THERE ARE ANY
DISCREPANCIES.
IV 000
N
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� 45' R 51
EA EMENTPE /038 # SAP
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3 1/2" x 2 3/16 "x 7 1/2 1)
RED BRICK CAP
#4 CONT. REBAR #4 CONT. REBAR
LOT SIDE STREET SIDE LOT SIDE
/,...-
#4 CONT. #4 CONS . REBAR
I O 32 0/C
00 #4 REBAR • 32' O.G.
1 CENTER IN BLOCK �I
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-- 6 "x8 "x16" BLOCK 8 "X8 "x16" BLOCK
GROUT ALL CELLS TO 24" ABOVE
: HIGHEST GRADE. GROUT ALL CELLS
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00 (TYPICAL ALL SECTIONS) �
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TED AREAS WIDER THAN WIDTH 2._2. \lll EXCAVATED AREAS WIDER THAN WIDTH
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(TYP. THROUGHOUT). THROUGHOUT) (SEE GENERAL NOTES) OF FOOTING (TYP. THROUGHOUT).
ALL REBAR MALL HAVE 3" MIN. CLR.
FROM SOIL (TYPICAL)
SECTION - 2' -4" RETAINING WALL-
NOT TO SCALE
NOTE: DETAILS ARE SCHEMATIC -REFER TO PLANS FOR ELEVATIONS
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BLOCK WALL PROFILE
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