HomeMy WebLinkAbout1.4-7239 Rec DrawENGINEER'S STATEMENT
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR
UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND
BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS,
AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS
OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON
THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF
THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE
CORRECTED DURING CONSTRUCTION./?
APPROVED BY: ROGER A. McINTOSH R.C.E. 33322
EXP. 6 -30 -14
t
APPROVED BY: NICOLAS C. FILDER, PUBLIC WORKS DIRECTOR
R.C.E. NO. 61069 EXP. 12 -31 -14
REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR
REVIEWED BY: TRAFFIC ENGINEER
DIG ALERT
Call: TOLL FREE
1- 800 - 227 -2600
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
5- la -/(-
DATE
(1 i) 4
DATE
DATE
(4
DATE
PI
TRACT NO. 7239 /
CITY OF BAKERSFIELD
COUNTY OF KERN
STATE OF CALIFORNIA
NOTE: 1. PRIOR TO THE START OF ANY PHASE OF
CONSTRUCTION, THE CITY CONSTRUCTION
INSPECTION DEPARTMENT SHALL BE GIVEN
24 HOURS NOTICE. TELEPHONE 326 -3049
y l l.il 111 I I M r\F
N. T.S.
LEGEND:
ABBREVIATIONS
FL FLOVAJNE
CL CENTERLINE
FG FINISHED GRADE
LS LANDSCAPE
ELEV ELEVATION
PCC POINT OF COMPOUND CURVATURE
PI POINT OF INTERSECTION
EC END VERTICAL CURVE
BC BEGIN CURVE
W1 WALL SECTION
- PROPOSED WALL
SECTION LETTER
A
SECTION LINE
SHEET SECTION IS LOCATED
SECTION LETTER
A SECTION
2 DESCRIPTION
T SECTION IS CALLED OUT
LIST OF MATERIALS
BLOCK WALL LF 640'
Q SHEET NO. INDEX
SHEET TITLE
1. COVER SHEET
2. NOTES & SPECIFICATIONS
3. RIVER RUN BOULEVARD
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GENERAL STRUCTURAL NOTES
GENERAL
A. All work shall be performed in accordance with
applicable sections of the California Building Code
Current Edition
FOUNDATIONS
A. For allowable soil bearing values refer to the Krazan &
Associates Soils Report KA No. 022-13112, Dated 9- 03 -13.
CONCRETE
A. Materials:
1. Reinforcing: Deformed ASTM A615, Grade 40.
2. Cement: Portland Cement, Type 11, ASTM C -150.
3. Aggregate: ASTM C -33.
4. Water: Clean and Drinkable.
B. Concrete Mix Design For Footings and Well Grouting:
1. Class "B" Concrete, 2500 PSI ® 28 Days.
2. 5.0 Sacks of Cement (min) per Cubic Yard.
3. 1 1/2" Aggregate (max).
4. 4" Slump (max).
C. Admixtures: Only as approved by the Engineer.
MASONRY
A. Materials:
1. Concrete Block Masonry Units: ASTM C -90
2. Reinforcing Materials: ASTM A615, Grade 40
deformed.
3. Admixtures: Only as approved by the Engineer.
B. Mortar:
1. Strength: Type S, 1200 PSI ® 7 days and 1800 PSI
® 28 days.
C. Grou t:
1. Strength: 1500 PSI ® 7 days and 2500 PSI 0 28
days.
2. Concrete block masonry units shall be dry and
clean before grouting operation.
3. "Wet- setting" of the first course of block will be allowed.
3 1/2"x 2 3/16 "x 7 1/2"
RED BRICK CAP
« 3 5/8 "x 7/16 "x 7 5/8"
RED BRICK VENEER
#5 CONT. IN BOND BEAM
(12" FROM TOP OF WALL)
#4 "L" BAR AT 32" O/C
(CENTERED IN BLOCK)
(30" MIN. LAP SPLICE)
GROUT SOLID ALL CAVITIES
6 "x 8 "x 16" CONCRETE BLOCK
#5 CONT. IN BOND BEAM
(AT MID HEIGHT)
STUCCO
�- STREET SIDE 1/
LANDSCAPE GRADE I
VARIES (6" MIN) �
12"
O
M
3 "x 3 "x 3" CONCRETE BLOCK
CHAIRS SHALL BE USED TO
PLACE FOOTING RE -BAR
P/L
LOT SIDE
WALL SECTION 1
W
a
N
N.T.S
W
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0
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THE PARKS DEPARTMENT SHALL BE GIVEN 24 HOURS
O
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RED BRICK
LL
X
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,- SEALANT TO E APPLIEC
8• BY WALL C014TRACTOI
CONCRETE FOOTING
#4 BAR ® 32" O.C.
3- #4 CONT. RE -BAR
3 1/2 "x 2 3/16 "x 7 1/2
RED BRICK CAP
t 3 5/8 "x 7/16 "x 7 5/8" -
RED BRICK VENEER
#5 CONT. IN BOND BEAM
(12" FROM TOP OF WALL)
#4 "L" BAR AT 24" O/C
(CENTERED IN BLOCK) -
(30" MIN. LAP SPLICE)
GROUT SOLID ALL CAVITIES
6"x 8% 16" CONCRETE BLOCK -
#5 CONT. IN BOND BEAM
(AT MID HEIGHT)
STUCCO -
STREET SIDE 1�
LANDSCAPE GRADE
VARIES (6" MIN)
12"
O
M
3 "x 3 "x 3" CONCRETE BLOCK
CHAIRS SHALL BE USED TO
PLACE FOOTING RE -BAR
3 1/2"x 2 3/16 "x 7 1/2" P/L
RED BRICK CAP
« 3 5/8 "x 7/16 "x 7 5/8"
RED BRICK VENEER
P/L #5 CONT. IN BOND BEAM
(12" FROM TOP OF WALL) I
3 1 /2 "x 2 3/16'x 7 1 /2"
RED BRICK CAP I
P[L 3 5/8 "x 7/16"x 7 LOT SIDE w
RED BRICK VENEER ER 0
1/ rn
#5 CONT. IN BOND BEAM � STREET SIDE Q
(12" FROM TOP OF WALL) I <
Z O
�- LOT SIDE
LOT SIDE o
X-1- r #4 "L" BAR AT 32" O/C W w
w (CENTERED IN BLOCK) w #4 "L" BAR AT 32" O/C m X M
a (30" MIN. LAP SPLICE) o (CENTERED IN BLOCK) _ M O
N 00 (30" MIN. LAP SPLICE) X a.
w w a
GROUT SOLID ALL CAVITIES I w I w Q Q
J J J
Q Q GROUT SOLID ALL CAVITIES I J
LL Q
M O Of 6 "x 8 "x 16" CONCRETE BLOCK O d 3
Q o I- 6 "x 8 "x 16" CONCRETE BLOCK ( W
in O J W
Oj M 3 STUCCO ( OI � -CO 3 STUCCO N
= I IW N w
n #5 CONT. IN BOND BEAM W w
O N (AT MID HEIGHT) O Q N #5 CONT. IN BOND BEAM
it > (AT MID HEIGHT) NEATLY GROUT CAVITY
STREET SIDE V
X
I #4 "L" BAR AT 16" O/C Q
FNEATLY GR UT CA TY I EXTEND TO 40" ABOVE
8 "x 8 "x 16" CONCRETE BLOCK Q TOP OF FOOTING
8 "x 8 "x 16" CONCRETE BLOCK
= X #5 "L" BAR AT 16" O/C
Q LANDSCAPE GRADE I (CENTERED IN BLOCK)
M VARIES (6" MIN) � LANDSCAPE GRADE
SEALANT TO BE APPLIED SEALANT TO T APPLIED VARIES (6" MIN) ?� I SEALANT TO BE APPLIED
12 BY WALL CONTRACTOR 12- 21 BY WALL CONTRACTOR BY WALL CONTRACTOR
12" I 28"
CONCRETE FOOTING CONCRETE FOOTING
#4 BAR ® 32' O.C. O • ° #4 BAR ® 32" O.C. iv BAR ®32" O.C.
M ° e °
in - ONCRETE FOOTING
39" MAX.
3- 4 CONT. RE -BAR 3 "x 3 'x 3' CONCRETE BLOCK - 'y 4
# CHAIRS SHALL BE USED TO 3- #4 CONT. RE -BAR 3 "x 3 "x 3" CONCRETE BLOCK
PLACE FOOTING RE -BAR CHAIRS SHALL BE USED TO 3- #4 CONT. RE -BAR
PLACE FOOTING RE -BAR
WALL SECTION 2
6" CONIC. BLOCK--
(LOWER COURSES)
8" CONC. BLOCK
(UPPER COURSES)
N.T.S
1
1
1
1
I
CONC. BOOOK
I �
0
1 °i
1
1
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PLAN VIEW OF PLANTER AT
3 1/2 "x 11 1/2" x 2 3/16"
SINGLE BULL NOSE ON
3 1/2 "x 7 1/2" x 2 3/16"
RED BRICK W/ WHITE MORTAR
RIVERRUN BLVD. @ ELKHORN CREEK LN.
N. TS
(SEE WALL
SECTION 2)
r`
ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD WATERPROOF SEAL
IS USED.
PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO SECTION D
COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR N.T.S 2
FOR REVIEW AND APPROVAL PURSUANT TO BMC 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, 3 1 /2•x 2 3/18•x 7 /s' Teo BRICK
WrrH WHITE MORTAR TO LATCH WALL
COLOR, MATERIALS, LIGHTING, ANCHORAGE AND LOCATION OF SIGN(S). 12• GOLD STAINLESS STEEL LETTERS (SCILM COURSE)
APPROVAL OF THESE WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES PILASTERS TO WATCH WALL "A"E �/B p'ax 11 ' /x• 1" BRIC `
NOT INCLUDE APPROVAL OF ANY SIGNAGE.
FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY MORE
1111`111111 11111
THAN 2 ". ANY FORMWORK NECESSARY TO MAINTAIN THIS FOOTING WIDTH
SHALL EXTEND BELOW THE FINSIHED TOP OF GRADE AT LEAST 16" OR THE REO BRICK TI
DEPTH OF THE FOOTING, WHICHEVER IS LESS.
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF TRACT 7239 6' -2•
BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN
EXISTING ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A
SUBDIVISION AGREEMENT, A DEPOSIT BASED UPON AN APPROVED ENGINEER'S 3 1/2'a 2 3/16% 7 1/2' REM BRICK
SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. SOLDER COURSE
RAISED STUCCO PLANTER 2'-8-
ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY
WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC
RIGHT -OF -WAY TO ESTABLISH THE NECESSARY DEPOSIT.
ELEVATION OF SIGN PLANTER
RIVER RUN BLVD. & ELKHORN GREEK LN.
WALL SECTION 3
N.T.S
CONC. MASONRY
PER WALL I
PER WALL DETAIs j
VERTICAL RMBAR . \. \ oX
PER WALL DETAILS
ONE t ONE HALF �coNa FTC
S'rD• "16• MASONRY TIES PER WALL DETAIL
CONC. BLOCKS O II. O.C.
EACH DIRECTION
• VARIES PER WALL DETAIL
STREET -SIDE
ARCHITECTURAL PLAN
N.T.S
32't
RETAIN
PER
WALL SECTION 4
N.T.S
MS EMIT
CAP PER ARCHITECTURAL WTAIL
MASONRY TIES ' CENT. LL D
O t6. 0.C. PER WAIT DETAIL
EACH DIRECTION '
VERTICAL REBAR
PER WALL DETAIL
W I J
O MASONRY CON Q
m W MASONRY BLOCK
0
Q W ' CONC. MASONRY BLOCK
a. PER WALL DETAIL J
LLJ -j
LLLj W � Q
z�
> STREET SIDE 1i
W
a
II
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C.� J
J
OMIT HEAD 3
I� JOINTS O �
LOVMOE FG
MORTAR NTH WHITE �
--i-l-G-i-i-i-i-i.i-i-i-i-i- i,FL - - --
-1- - 11- - 1- 1-
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- mr1-
1
VENEER ON STREET SIDE 1
I I
r I
6 "x 8 "x 16" CONCRETE BLOCK m N
WITH STUCCO ON STREET SIDE
2' -0"
TYPICAL WALL ELEVATION - ALL STREETS
NOT TO SCALE
8'x 8'x 16' CONC BLOCK O B" WALL PORTION &
10% 8 "x 16" CONIC BLOCK O 6" WALL PORTION 2' -0'
8 "x 8 "x 16" CONCRETE BLOCK
It
GO i WITH MATCHING STUCCO ON STREET SIDE
L
"" BAR o (LOWER COURSES PER PLANS)
T-
EA. CORNER
I
4 "x 8"x 16" CONC. w 6"x 8 "x 16" MORTARED CONCRETE BLOCK 3 5/8% 7/16% 7 5/8" RED BRICK
BLOCK CORE 1/2" EXPANSION JOINT VENEER 1MTH WHITE MORTAR
WITH MATCHING STUCCO ON STREET SIDE
7' -4" 3 1/2% 2 3/16 "x 7 1/2- (UPPER COURSES)
RED BRICK VENEER SECTION A
ANCHOR TIES TO CONC. N.T.S 2
LOT SIC
a d
a
FOOTING REBAR
a. .. PER WALL DETAIL
v
j a n
v .a
• VARIES PER WALL DETAIL
I• ��I
PILASTER DETAIL
N.T.S
S 1/2-x 2 3 /16--x / 1/2--
RED BRICK WITH WHITE MORTAR
3 1/2% 7/16% 7 1/2" RED
BRICK VENEER WITH WHITE MORTAR
,.-- STREET SIDE
STUCCO
6 "x 8"x 16"
CONCRETE BLOCK STUCCO
ON STREET SIDE
8"x 8"x 16"
CONCRETE BLOCK STUCCO
PROPERTY ON STREET SIDE
LINE �8" (AS REQUIRED, PER PLAN)
2' -0„ SECTION B
N.T.S 2
3 1/2"x 2 3/16 "x 7 1/2'
RED BRICK WITH WHITE MORTAR
3 1/2"x 2 3/16 "x 7 1/2" RED BRICK CAP
WITH WHITE MORTAR
NOME CONTRACTOR SHALL VERIFY THE DIMENSIONS (IN THE FIELD)
OF THE EXISTING WALL MONUMENT ON THE CORNER OF ELI"M LN.
OR. AND RIVER RUN BLVD. THIS FRONT VIEW DEPICTS APPROXIMATE
DIMENSIONS.
INSTALLATION REQUIREMENTS:
STAINLESS STEEL IIIIALL ANCHORS (1/4 X 2 1/2) MIN.
MOUNTED TOP AND BOTTOM EVERY 6 INCHES FLUSH TO THE WALL
W rH EPDXY AND SFWl HAVE NO VOIDS BETWEEN SMYAGE AND WAIL
u
'fi QF 5',.1Ft?
RECD H .W $
WALL SECTION 1
NOTES
N.T.S
1.
PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION
THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND
THE PARKS DEPARTMENT SHALL BE GIVEN 24 HOURS
NOTICE.
RED BRICK SINGLE BULL NOSE
CITY CONTT. INSPECTION DEPARTMENT 326 -3049
ON 3 1/2" x 2 3/16" x 7 1/2"
PARKS DEPARTMENT 326 -3117
RED BRICK
3 5/8 "x 7/16 "x 7 5/8"
RED BRICK VENEER
GENERAL NOTES
8 "x 8 "x 16" SMOOTH
#4 VERTS. AT 32" O/C FACE CONIC. BLOCK
1.
BLOCK TYPE: MORTARED CONCRETE BLOCK
(CENTERED IN WALL)
\
SI ZE WALL: 6 "x 8 "x 16
#5 CONT. IN BOND BEAM
o \
COLOR: STANDARD GREY
(AT MID HEIGHT)
STUCCO 6 "X 8"x 16" SMOOTH
I
OW
PATTERN: RUNNING BOND
FACE CONIC. BLOCK a
CAP: AS SHOWN
SEALANT TO BE APPLIED
: J
BY WALL CONTRACTOR SEALANT TO BE
0 a
5• APPLIED BY WALL
O
LANDSCAPE GRADE VARIES CONTRACTOR
2.
ALL STATIONING DATA WAS CALCULATED AT PROPERTY /ROW LINE.
(6" MIN)
3.
HEIGHT OF WALL SHALL BE 6' -0" MIN. MEASURED FROM GROUND AT
o #4 BAR ® 32" O/C
•
HIGHEST SIDE OF WALL.
M
3- #4 CONT. RE -BAR
4.
WALL IS TO BE CAPPED AS NOTED ON PLAN.
"x 1s"
3 3•'x 3'• CONCRETE BLOCK
5.
CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING
CHAIRS SHALL BE SED
PLACE FOOL REUBAR TO
THE AREA ALONG THE WALL LINE.
6.
CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED
WALL SECTION S
BY C.O.B. BUILDING DEPARTMENT AND /OR PUBLIC WORKS DEPT.
PLANTER
7.
ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY
N.T.S
DEVELOPER, ON A ONE TIME ONLY BASIS. ALL OTHERS WILL BE
CHARGED OUT ON AN HOURLY BASIS.
8.
BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY
DENSITY AS DETERMINED BY A.S.T.M. D -1557 TO A DEPTH OF
12 INCHES BELOW BOTTOM OF FOOTING.
9.
WATER PROOF SURFACE WITH 1/4" THICK ASPHALTIC WATER
BENCHMARK.
PROOF COATING OR APPROVED EQUAL AS PER CITY STD. NO.L -8
COAT ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO FOOTING.
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
ALL OTHER SURFACES ABOVE THE FOOTING SHALL BE SEALED WITH
CENTERUNE INTERSECTION OF ELK HORN CREEK LANE
AND ROARING RIVER AVENUE
A CLEAR WATER SEAL SUCH AS "AQUA- SEAL ", OR APPROVED EQUAL.
10.
EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER
ELEVATION = 357.42' (PER CITY DATUM PER TRACT 5999
IN ALL WALLS, AND A MAXIMUM DISTANCE BETWEEN EXPANSION
PHASE 3 MONUMENT ELEVATION MAP)
JOINTS OF 60' IN WALLS WITHOUT PILASTERS.
BASIS OF BEARINGS.'
11.
BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB
THE BEARING OF N8852'30 "W SHOWN FOR THE
AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO GREATER
THAN 8 FOOT CHORDS.
SOUTH LINE OF THE SOUTHWEST X OF SEC77ON 1 T.
HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE
30 S., R. 26 W., ON TRACT NO. 6030 PHASE B,
1/2" =1=1/8". ALL REINFORCING STEEL SHALL BE TIED FIRMLY IN
MAP BOOK 47, PAGE 184 WAS USED AS THE
IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN END BLOCK
BASIS BEARINGS SHOWN HERON.
WILL BE ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK
RED BRICK SINGLE BULL NOSE
WILL BE ALLOWED. ALL CONSTRUCTION OF NON - MODULAR PIECES
ON 3 1/2" x 2 3/16" x 7 1/2"
SHALL BE DONE WITH SAWCUTS.
RED BRICK
(SEE WALL
12.
BLOCKS SHALL BE UNIFORM IN TEXTURE AND COLOR.
SECTION 5)
STUCCO -
1/2" x 2 3/16' x 7 1/2"
CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO
BRICK VENEER
COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT
_
o0
PLANTER
WITH UTILITIES EXIST. CONTRACTOR SHALL BE RESPONSIBLE FOR
REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES, BUT
i�H
NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICA-
TION AHEAD OF THE CONSTRUCTION.
I`
ALL PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND
BRACING OF WALL, SHALL BE PROVIDED BY THE CONTRACTOR,
STUCCO
3 1/2 "x 2 3/16 "x 7 1/2
RED BRICK CAP
t 3 5/8 "x 7/16 "x 7 5/8" -
RED BRICK VENEER
#5 CONT. IN BOND BEAM
(12" FROM TOP OF WALL)
#4 "L" BAR AT 24" O/C
(CENTERED IN BLOCK) -
(30" MIN. LAP SPLICE)
GROUT SOLID ALL CAVITIES
6"x 8% 16" CONCRETE BLOCK -
#5 CONT. IN BOND BEAM
(AT MID HEIGHT)
STUCCO -
STREET SIDE 1�
LANDSCAPE GRADE
VARIES (6" MIN)
12"
O
M
3 "x 3 "x 3" CONCRETE BLOCK
CHAIRS SHALL BE USED TO
PLACE FOOTING RE -BAR
3 1/2"x 2 3/16 "x 7 1/2" P/L
RED BRICK CAP
« 3 5/8 "x 7/16 "x 7 5/8"
RED BRICK VENEER
P/L #5 CONT. IN BOND BEAM
(12" FROM TOP OF WALL) I
3 1 /2 "x 2 3/16'x 7 1 /2"
RED BRICK CAP I
P[L 3 5/8 "x 7/16"x 7 LOT SIDE w
RED BRICK VENEER ER 0
1/ rn
#5 CONT. IN BOND BEAM � STREET SIDE Q
(12" FROM TOP OF WALL) I <
Z O
�- LOT SIDE
LOT SIDE o
X-1- r #4 "L" BAR AT 32" O/C W w
w (CENTERED IN BLOCK) w #4 "L" BAR AT 32" O/C m X M
a (30" MIN. LAP SPLICE) o (CENTERED IN BLOCK) _ M O
N 00 (30" MIN. LAP SPLICE) X a.
w w a
GROUT SOLID ALL CAVITIES I w I w Q Q
J J J
Q Q GROUT SOLID ALL CAVITIES I J
LL Q
M O Of 6 "x 8 "x 16" CONCRETE BLOCK O d 3
Q o I- 6 "x 8 "x 16" CONCRETE BLOCK ( W
in O J W
Oj M 3 STUCCO ( OI � -CO 3 STUCCO N
= I IW N w
n #5 CONT. IN BOND BEAM W w
O N (AT MID HEIGHT) O Q N #5 CONT. IN BOND BEAM
it > (AT MID HEIGHT) NEATLY GROUT CAVITY
STREET SIDE V
X
I #4 "L" BAR AT 16" O/C Q
FNEATLY GR UT CA TY I EXTEND TO 40" ABOVE
8 "x 8 "x 16" CONCRETE BLOCK Q TOP OF FOOTING
8 "x 8 "x 16" CONCRETE BLOCK
= X #5 "L" BAR AT 16" O/C
Q LANDSCAPE GRADE I (CENTERED IN BLOCK)
M VARIES (6" MIN) � LANDSCAPE GRADE
SEALANT TO BE APPLIED SEALANT TO T APPLIED VARIES (6" MIN) ?� I SEALANT TO BE APPLIED
12 BY WALL CONTRACTOR 12- 21 BY WALL CONTRACTOR BY WALL CONTRACTOR
12" I 28"
CONCRETE FOOTING CONCRETE FOOTING
#4 BAR ® 32' O.C. O • ° #4 BAR ® 32" O.C. iv BAR ®32" O.C.
M ° e °
in - ONCRETE FOOTING
39" MAX.
3- 4 CONT. RE -BAR 3 "x 3 'x 3' CONCRETE BLOCK - 'y 4
# CHAIRS SHALL BE USED TO 3- #4 CONT. RE -BAR 3 "x 3 "x 3" CONCRETE BLOCK
PLACE FOOTING RE -BAR CHAIRS SHALL BE USED TO 3- #4 CONT. RE -BAR
PLACE FOOTING RE -BAR
WALL SECTION 2
6" CONIC. BLOCK--
(LOWER COURSES)
8" CONC. BLOCK
(UPPER COURSES)
N.T.S
1
1
1
1
I
CONC. BOOOK
I �
0
1 °i
1
1
� (N
PLAN VIEW OF PLANTER AT
3 1/2 "x 11 1/2" x 2 3/16"
SINGLE BULL NOSE ON
3 1/2 "x 7 1/2" x 2 3/16"
RED BRICK W/ WHITE MORTAR
RIVERRUN BLVD. @ ELKHORN CREEK LN.
N. TS
(SEE WALL
SECTION 2)
r`
ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD WATERPROOF SEAL
IS USED.
PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT TWO SECTION D
COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING DIRECTOR N.T.S 2
FOR REVIEW AND APPROVAL PURSUANT TO BMC 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, 3 1 /2•x 2 3/18•x 7 /s' Teo BRICK
WrrH WHITE MORTAR TO LATCH WALL
COLOR, MATERIALS, LIGHTING, ANCHORAGE AND LOCATION OF SIGN(S). 12• GOLD STAINLESS STEEL LETTERS (SCILM COURSE)
APPROVAL OF THESE WALL PLANS BY THE PUBLIC WORKS DIRECTOR DOES PILASTERS TO WATCH WALL "A"E �/B p'ax 11 ' /x• 1" BRIC `
NOT INCLUDE APPROVAL OF ANY SIGNAGE.
FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY MORE
1111`111111 11111
THAN 2 ". ANY FORMWORK NECESSARY TO MAINTAIN THIS FOOTING WIDTH
SHALL EXTEND BELOW THE FINSIHED TOP OF GRADE AT LEAST 16" OR THE REO BRICK TI
DEPTH OF THE FOOTING, WHICHEVER IS LESS.
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF TRACT 7239 6' -2•
BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN
EXISTING ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A
SUBDIVISION AGREEMENT, A DEPOSIT BASED UPON AN APPROVED ENGINEER'S 3 1/2'a 2 3/16% 7 1/2' REM BRICK
SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. SOLDER COURSE
RAISED STUCCO PLANTER 2'-8-
ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY
WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC
RIGHT -OF -WAY TO ESTABLISH THE NECESSARY DEPOSIT.
ELEVATION OF SIGN PLANTER
RIVER RUN BLVD. & ELKHORN GREEK LN.
WALL SECTION 3
N.T.S
CONC. MASONRY
PER WALL I
PER WALL DETAIs j
VERTICAL RMBAR . \. \ oX
PER WALL DETAILS
ONE t ONE HALF �coNa FTC
S'rD• "16• MASONRY TIES PER WALL DETAIL
CONC. BLOCKS O II. O.C.
EACH DIRECTION
• VARIES PER WALL DETAIL
STREET -SIDE
ARCHITECTURAL PLAN
N.T.S
32't
RETAIN
PER
WALL SECTION 4
N.T.S
MS EMIT
CAP PER ARCHITECTURAL WTAIL
MASONRY TIES ' CENT. LL D
O t6. 0.C. PER WAIT DETAIL
EACH DIRECTION '
VERTICAL REBAR
PER WALL DETAIL
W I J
O MASONRY CON Q
m W MASONRY BLOCK
0
Q W ' CONC. MASONRY BLOCK
a. PER WALL DETAIL J
LLJ -j
LLLj W � Q
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W
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II
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I� JOINTS O �
LOVMOE FG
MORTAR NTH WHITE �
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1
VENEER ON STREET SIDE 1
I I
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6 "x 8 "x 16" CONCRETE BLOCK m N
WITH STUCCO ON STREET SIDE
2' -0"
TYPICAL WALL ELEVATION - ALL STREETS
NOT TO SCALE
8'x 8'x 16' CONC BLOCK O B" WALL PORTION &
10% 8 "x 16" CONIC BLOCK O 6" WALL PORTION 2' -0'
8 "x 8 "x 16" CONCRETE BLOCK
It
GO i WITH MATCHING STUCCO ON STREET SIDE
L
"" BAR o (LOWER COURSES PER PLANS)
T-
EA. CORNER
I
4 "x 8"x 16" CONC. w 6"x 8 "x 16" MORTARED CONCRETE BLOCK 3 5/8% 7/16% 7 5/8" RED BRICK
BLOCK CORE 1/2" EXPANSION JOINT VENEER 1MTH WHITE MORTAR
WITH MATCHING STUCCO ON STREET SIDE
7' -4" 3 1/2% 2 3/16 "x 7 1/2- (UPPER COURSES)
RED BRICK VENEER SECTION A
ANCHOR TIES TO CONC. N.T.S 2
LOT SIC
a d
a
FOOTING REBAR
a. .. PER WALL DETAIL
v
j a n
v .a
• VARIES PER WALL DETAIL
I• ��I
PILASTER DETAIL
N.T.S
S 1/2-x 2 3 /16--x / 1/2--
RED BRICK WITH WHITE MORTAR
3 1/2% 7/16% 7 1/2" RED
BRICK VENEER WITH WHITE MORTAR
,.-- STREET SIDE
STUCCO
6 "x 8"x 16"
CONCRETE BLOCK STUCCO
ON STREET SIDE
8"x 8"x 16"
CONCRETE BLOCK STUCCO
PROPERTY ON STREET SIDE
LINE �8" (AS REQUIRED, PER PLAN)
2' -0„ SECTION B
N.T.S 2
3 1/2"x 2 3/16 "x 7 1/2'
RED BRICK WITH WHITE MORTAR
3 1/2"x 2 3/16 "x 7 1/2" RED BRICK CAP
WITH WHITE MORTAR
NOME CONTRACTOR SHALL VERIFY THE DIMENSIONS (IN THE FIELD)
OF THE EXISTING WALL MONUMENT ON THE CORNER OF ELI"M LN.
OR. AND RIVER RUN BLVD. THIS FRONT VIEW DEPICTS APPROXIMATE
DIMENSIONS.
INSTALLATION REQUIREMENTS:
STAINLESS STEEL IIIIALL ANCHORS (1/4 X 2 1/2) MIN.
MOUNTED TOP AND BOTTOM EVERY 6 INCHES FLUSH TO THE WALL
W rH EPDXY AND SFWl HAVE NO VOIDS BETWEEN SMYAGE AND WAIL
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FL FLOWLINE
CL CENTERLINE
FIG FINISHED GRADE
LS LANDSCAPE
ELEV ELEVATION
PCC POINT OF COMPOUND CURVATURE
PI POINT OF INTERSECTION
EC END VERTICAL CURVE
BC BEGIN CURVE
W1 WALL SECTION
3' LANDSCAPE
EASEMENT
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RETE
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ABBREVIATIONS
FL FLOWLINE
CL CENTERLINE
FIG FINISHED GRADE
LS LANDSCAPE
ELEV ELEVATION
PCC POINT OF COMPOUND CURVATURE
PI POINT OF INTERSECTION
EC END VERTICAL CURVE
BC BEGIN CURVE
W1 WALL SECTION
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