HomeMy WebLinkAbout1.4-7335 PH 1 - 3GENERAL STRUCTURAL NOTES
GENERAL
A. All work shall be performed in accordance with
applicable sections of the California Building Code
Current Edition - 2015.
FOUNDATIONS
A. For allowable soil bearing values refer to the Soils Engineering. Inc,
Preliminary Soils Investigation report File No. 05-11191, dated
5/20/05 & Update of Geotechnical Investigation Letter(SEI File No.
18-16857) dated 9/20/18.
CONCRETE
A. Materials:
1. Reinforcing: Deformed ASTM A615, Grade 80.
2. Cement: Portland Cement, Type It, 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 0 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 60
deformed.
3. Admixtures: Only as approved by the Engineer.
B. Mortar:
1. Strength: Type S. 1200 PSI 0 7 days and 1800 PSI
® 28 days.
C. Grout:
1. Strength: 1500 PSI 0 7 days and 2500 PSI ® 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.
NOTES
1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION
THE CIT CONSTRUCTION INSPECTION DEPARTMENT AND
THE PARKS DEPARTMENT SHALL BE GIVEN 24 HOURS
NOTICE.
CITY CONST. INSPECTION DEPARTMENT 326-3049
PARKS DEPARTMENT 326-3117
GENERAL NOTES
1. BLOCK TYPE: MORTARED CONCRETE BLOCK
SIZE WALL: 6"x 8"x 16", 8"x 8"x 16" AND 10"x 8"x 16"
COLOR: STANDARD GREY
PATTERN: RUNNING BOND
2. ALL STATIONING DATA WAS CALCULATED AT PROPERTY/ROW LINE.
3. HEIGHT OF WALL SHALL BE 8'-0" MIN. MEASURED FROM GROUND AT
HIGHEST SIDE OF WALL.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING
THE AREA ALONG THE WALL LINE.
5. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED
BY C.O.B. BUILDING DEPARTMENT AND/Oft PUBLIC WORKS DEPT.
6. ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY
DEVELOPER, ON A ONE TIME ONLY BASIS. ALL OTHERS WILL BE
CHARGED OUT ON AN HOURLY BASIS.
7. 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.
8. WATER PROOF SURFACE WITH 1/4" THICK ASPHALTIC WATER
PROOF COATING OR APPROVED EQUAL AS PER CITY STD. NO.L-8
COAT ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO FOOTING.
ALL OTHER SURFACES ABOVE THE FOOTING SHALL BE SEALED WITH
A CLEAR WATER SEAL SUCH AS AQUA -SEAL OR APPROVED EQUAL.
9. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER
IN ALL WALLS, AND A MAXIMUM DISTANCE BETWEEN EXPANSION
JOINTS OF 60' IN WALLS WITHOUT PILASTERS
10. BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB
AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO GREATER
THAN 8 FOOT CHORDS.
HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE
1/2" t1/8 ALL REINFORCING STEEL SHALL BE TIED FIRMLY IN
IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN END BLOCK
WILL BE ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK
WILL BE ALLOWED. ALL CONSTRUCTION OF NON -MODULAR PIECES
li SHALL BE DONE WITH SAWCUTS.
11. BLOCKS SHALL BE UNIFORM IN TEXTURE AND COLOR.
12. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO
COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT
WITH UTILITIES EXIST. CONTRACTOR SHALL BE RESPONSIBLE FOR
REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES. BUT
NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICA-
TION AHEAD OF THE CONSTRUCTION.
13. ALL PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND
BRACING OF WALL, SHALL BE PROVIDED BY THE CONTRACTOR,
ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD
IS USED.
14. 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 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,
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.
15. FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY MORE
THAN 2" UNLESS OTHERWISE NOTED ON PLANS. ANY FORMWORK NECESSARY
TO MAINTAIN THIS FOOTNG WIDTH SHALL EXTEND BELOW THE FINSIHED TOP OF
GRADE AT LEAST 16" OR THE DEPTH OF THE FOOTING, WHICHEVER IS LESS.
16. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
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
ESTIMATE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT.
17. 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.
18. ALL PROPOSED WALLS TO BE OWNED AND MAINTAINED BY CITY OF
BAKERSFIELD.
19. COMPACTION TEST SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATON
OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
20, ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO
NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL
REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER.
21. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2)
WORKING DAYS PRIOR TO CONSTRUCTION. 811.
22, MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL
OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE
SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY,
THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK
OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK.
PR E TSffE J
VICINITY MAP
NO SCALE
CITY OF BAKERSFIELD
KERN COUNTY CALIFORNIA
WALL
CONSTRUCTION PLANS
FOR
TRACT NO. 7335
PHASE 1 TO 3
I
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SOLD BLOC( CAP
3 EA OF 6",rx%
BALBOA SCORED BLOCK-
--COLOR.-NATURAL GRAY
A OONT. BOD DEAN
(tY FROM THE TOP)
48" MAX SPACING (TYP.)
W-01 WALL SFCC11oM
/4 `C BAR AT 16' D.C. _
(CENTERED IN WALL)
24" MIN. IAP MICE
GROUT SOLID ALL CAVITIES
6"x8"xl6' CONCRETE BLOCK -
g5 CONT. BOND BEAM
(AT MID HEIGHT)�
48" MAX. SPACING (TVP.)
�- STREET SIDE �
2
LANDSCAPE GRADE 8.5
VARIES (6 -MIN.)
LEGEND:
ABBREVIATIONS
FL FLOW 8m
CL CENTERLINE
FG FINISHED GRADE
LS LANDSCAPE
ELEV ELEVATION
PCC PUNT OF COMPOUND CURVATURE
PI POINT OF INTERSECTION
EC Elm VERTICAL CURVE
BC BEGIN CURVE
Wt WALL SECTION
PROPOSED WALL
COON LETTER
-------- A SECTION LINE
1
SECTION 5 LOCATED
PROPERTY UNE
T FOOTING EASEMENT
TO BE DEDICATED WITH
FINAL MAP
g41` BAR AT 32` O.C.
(CENTERED IN WALL)
24" MIN. LAP SPLICE
SEALANT TO BE APPLIED
�BY WALL CONTRACTOR
FIRST COURSE TO CONSIST OF
UNMORTARED HEAD .DINTS TO
ALLOW FOR DRAINAGE
8" MAX.
16' MAX.
24` MAX.
y 4 EA. 14 BAR
y4 BAR 0 V O.G
3°x 3"x 3' CONI BLOCK 2'-6'
CHAIRS SHALL BE USED TO
PLACE FOOTING RE -BAR WALL SECTION 1
HEIGHT: W-8" TO W -O"
N.T.S.
1 1 1 1 1 1 1 1 III III 1 1 m =7 1 1 1 111
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®DENOTES SHEET NUMBER FOR WALL
KEY MAP 10
SCALE: 1" = 100'
® SHEET NO. INDEX
SHEET TITLE
1. COVER SHEET
2. WINDERMERE STREET & PIANO DRIVE
3. S. ALLEN ROAD
LIST OF MATERIALS
BLOCK WALL LF 1324
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ENGINEER'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
ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND
SUCH CORRECTIONS WILL BE REFLECTED ON CORRECTED PLANS
AND SUBMITTED TO THE CIT ENGINEER.
APPROVED BY: BLAINE NEPTUNE R.C.E. 55102
APPROVED LAS FIDLER, PUBLIC WORKS DIRECTOR
R.C.E. NO. 61069
REVIEWED BY: STUART J. PATTESON, R.C.E. N0, 44898
ASSISTANT PUBLIC WORKS DIRECTOR
DATE
3� at -
DATE
3- S-Za2l
DATE
REVIEWED BY: TRAFFIC ENGINEER DATE
BENCHMARK:
OWNER & SUBDIVIDER:
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
SUMMIT CAPITAL VENTURES, INC.
oil
8701 SWIGERT COURT
CALICO STREET.
BAKERSFIELD, CA 93311
SIX1D ILOq( CAP
CONTACT: GREG BALFANZ
ELEVATION = 348.89' (U.S.G.S. DATUM)
(661) 589-0717
PER TRACT NO. 6140 PHASE 5
BASIS OF BEARINGS:
LEGAL DESCRIPTION:
THE BEARING OF N 0'54'43" E SHOWN FOR THE EAST
BEING A SUBDIVSION OF LOT 1 OF LOT LINE
LINE OF THE SOUTHEAST 1/4 OF SECTION 24, T.30
ADJUSTMENT NO. 17-0459 PER CERTIFICATE OF
S., R.26 E., AS SHOWN ON SURVEY INVESTIGATION
COMPLIANCE RECORDED SEPTEMBER 14, 2018 AS
MAP N0, 7-1 BK. 6, PG. 34 WAS USED AS THE
DOCUMENT NO. 21821414 OF OFFICIAL RECORDS; ALSO
BASIS OF BEARING SHOWN HEREON.
BEING A PORTION OF THE SOUTHWEST QUARTER OF
V
SECTION 24, T.30.S, R.264 M.D.M. IN THE CITY OF
BAKERSFIELD, COUNTY OF KERN, STATE OF CAUFORNIA.
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viiiiiiiiiiiIll
VICINITY MAP
NO SCALE
CITY OF BAKERSFIELD
KERN COUNTY CALIFORNIA
WALL
CONSTRUCTION PLANS
FOR
TRACT NO. 7335
PHASE 1 TO 3
I
� 1
gal 4 /---
�y I,
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"nN4tliE` " ( PHASE 3
7-7-77
s 3 + 6 a 7 e . K n a
Vx2"x16" BROWN SUMPSTONE
SOLD BLOC( CAP
3 EA OF 6",rx%
BALBOA SCORED BLOCK-
--COLOR.-NATURAL GRAY
A OONT. BOD DEAN
(tY FROM THE TOP)
48" MAX SPACING (TYP.)
W-01 WALL SFCC11oM
/4 `C BAR AT 16' D.C. _
(CENTERED IN WALL)
24" MIN. IAP MICE
GROUT SOLID ALL CAVITIES
6"x8"xl6' CONCRETE BLOCK -
g5 CONT. BOND BEAM
(AT MID HEIGHT)�
48" MAX. SPACING (TVP.)
�- STREET SIDE �
2
LANDSCAPE GRADE 8.5
VARIES (6 -MIN.)
LEGEND:
ABBREVIATIONS
FL FLOW 8m
CL CENTERLINE
FG FINISHED GRADE
LS LANDSCAPE
ELEV ELEVATION
PCC PUNT OF COMPOUND CURVATURE
PI POINT OF INTERSECTION
EC Elm VERTICAL CURVE
BC BEGIN CURVE
Wt WALL SECTION
PROPOSED WALL
COON LETTER
-------- A SECTION LINE
1
SECTION 5 LOCATED
PROPERTY UNE
T FOOTING EASEMENT
TO BE DEDICATED WITH
FINAL MAP
g41` BAR AT 32` O.C.
(CENTERED IN WALL)
24" MIN. LAP SPLICE
SEALANT TO BE APPLIED
�BY WALL CONTRACTOR
FIRST COURSE TO CONSIST OF
UNMORTARED HEAD .DINTS TO
ALLOW FOR DRAINAGE
8" MAX.
16' MAX.
24` MAX.
y 4 EA. 14 BAR
y4 BAR 0 V O.G
3°x 3"x 3' CONI BLOCK 2'-6'
CHAIRS SHALL BE USED TO
PLACE FOOTING RE -BAR WALL SECTION 1
HEIGHT: W-8" TO W -O"
N.T.S.
1 1 1 1 1 1 1 1 III III 1 1 m =7 1 1 1 111
�AY ulliF£f
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1, r \
®DENOTES SHEET NUMBER FOR WALL
KEY MAP 10
SCALE: 1" = 100'
® SHEET NO. INDEX
SHEET TITLE
1. COVER SHEET
2. WINDERMERE STREET & PIANO DRIVE
3. S. ALLEN ROAD
LIST OF MATERIALS
BLOCK WALL LF 1324
suv
ENGINEER'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
ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND
SUCH CORRECTIONS WILL BE REFLECTED ON CORRECTED PLANS
AND SUBMITTED TO THE CIT ENGINEER.
APPROVED BY: BLAINE NEPTUNE R.C.E. 55102
APPROVED LAS FIDLER, PUBLIC WORKS DIRECTOR
R.C.E. NO. 61069
REVIEWED BY: STUART J. PATTESON, R.C.E. N0, 44898
ASSISTANT PUBLIC WORKS DIRECTOR
DATE
3� at -
DATE
3- S-Za2l
DATE
REVIEWED BY: TRAFFIC ENGINEER DATE
BENCHMARK:
OWNER & SUBDIVIDER:
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
SUMMIT CAPITAL VENTURES, INC.
CENTERLINE INTERSECTION OF BUENA VISTA AND
8701 SWIGERT COURT
CALICO STREET.
BAKERSFIELD, CA 93311
SIX1D ILOq( CAP
CONTACT: GREG BALFANZ
ELEVATION = 348.89' (U.S.G.S. DATUM)
(661) 589-0717
PER TRACT NO. 6140 PHASE 5
BASIS OF BEARINGS:
LEGAL DESCRIPTION:
THE BEARING OF N 0'54'43" E SHOWN FOR THE EAST
BEING A SUBDIVSION OF LOT 1 OF LOT LINE
LINE OF THE SOUTHEAST 1/4 OF SECTION 24, T.30
ADJUSTMENT NO. 17-0459 PER CERTIFICATE OF
S., R.26 E., AS SHOWN ON SURVEY INVESTIGATION
COMPLIANCE RECORDED SEPTEMBER 14, 2018 AS
MAP N0, 7-1 BK. 6, PG. 34 WAS USED AS THE
DOCUMENT NO. 21821414 OF OFFICIAL RECORDS; ALSO
BASIS OF BEARING SHOWN HEREON.
BEING A PORTION OF THE SOUTHWEST QUARTER OF
V
SECTION 24, T.30.S, R.264 M.D.M. IN THE CITY OF
BAKERSFIELD, COUNTY OF KERN, STATE OF CAUFORNIA.
FOR ALL WALL SECTIONS ABOVE:
TOP OF FOOTING ON STREET SIDE NTH LANDSCAPE IRRIGATION SHALL BE A MINIMUM OF 10" BELOW GRADE
WHEN EXCEEDING 12" BEYOND THE FACE OF THE WALL THE FOOTING SHALL NOT 13E OVER -POURED BEYOND
THE DESIGNED DIMENSIONS ON THE STREET SIDE OF THE WALL. NOTE: TOP OF FOOTING CAN HAVE A MINIMUM
OF 4" OF COVER IF IRRIGATION UNE IS PLACED BEYOND THE FOOTING.
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CHAIRS SHALL BE USED TO
PLACE FOOTING RE -BAR
WALL
SECTION 2
PUCE FOOTING RE -BAR
WALL
SECTION 3
HEIGHT:
8'-8" TO 9'-4'
HEIGHT:
7'-4" - TYPE C
N.T.S.
N.T.S.
FOR ALL WALL SECTIONS ABOVE:
TOP OF FOOTING ON STREET SIDE NTH LANDSCAPE IRRIGATION SHALL BE A MINIMUM OF 10" BELOW GRADE
WHEN EXCEEDING 12" BEYOND THE FACE OF THE WALL THE FOOTING SHALL NOT 13E OVER -POURED BEYOND
THE DESIGNED DIMENSIONS ON THE STREET SIDE OF THE WALL. NOTE: TOP OF FOOTING CAN HAVE A MINIMUM
OF 4" OF COVER IF IRRIGATION UNE IS PLACED BEYOND THE FOOTING.
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C I W
- N T1 ' "W STA. 12+33.44
STA 10+33.43 GL INTERSECTION TRACT BOUNDARY
TRACT BOUNDARY/B.C. - 1,18201,1820105"W 05"W - N89'06'0ew STA 12+90. 9 GL WINDERM E 57R�ET CNT = STA. i +12.40 C.L.
STA. 10+00.00 C1. STA 12+6&27 C.L. STA. 24+72.70 C.L PIANO DRIVE CNT
WINDERMERE STREET _
STA. 10+00.00 C.L. TO 17+12.40 C.L. �T
SCALE: 1" = 40' HORIZONTAL
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
STA. 10+00.00 C.L. TO 17+12.40 C.L.
SCALE: 1" = 40' HORIZONTAL
1" = 4' VERTICAL
LINE TABLE
UNE A
LENGTH
BEARING
L1
198.19
S1' 53' 45.07'W
L2
38,71
S43' 45' 24.03"E
L3
38.06
N45' 44' 39.64"E
1_4
365.42
NO' 53' 5239"E
1_5
200.01
S1' 53' 45.07"W
L6
444.13
NO' 53' 52.39`E
L7
53.00
$89' 24' 33.12"E
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
C1
204&00'
34.51'
17.28'
0'57'58"
C2
2000.00'
3343'
16.71'
0.57'27'
C3
2000.00'
34.84'
17.42'
0'59'53"
11' LANDSCAPE LAT
TO BE DEDICATED
T
PER FINAL MAP
WAIL FOOTING
EASEMENT TO BE SI I
DEDICATED PER
FINAL MAP
7 g'
ER.00IC WALL-
F.G. PAD ' BENCH
2:1 MA%. 47 MAIL CURB & GUTTER PER
8' OOLIBp T04 90EWAIX PER STREET CONSTRUCTION PLANS
STREET CONSTRUCTION PLAN
A SECTION A
2 N.TS.
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
17+50
RB & GUTTER PER
2EET CONSTRUCTION PLANS
B SECTION 8
2 N. TS.
4 15
I
I
LINE OF SIGHT --650'
N N 8974'33" W
2067Q'
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s 0174%
6
7 WALL FOOTING
EASEMENT
TO BE DEDICATED
PER FINAL NAP
3 16FPwa
24+00
WINDERMERE STREET
SEE LEFT
I
U.
LEGEND:
ABBREVIATIONS
FL FLOWTB4E
CL CENTERLINE
EG EXISTING GRADE
FG FINISHED GRADE
GB GRADE BREAK
LS LANDSCAPE
ELEV ELEVATION
EC END CURVE
BC BEGIN CURVE
TC TOP OF CURB
PROPOSED WALL
RW
FL
_ �SECTIOI LETTER
— - SECTION LINE
SHEET SECTION IS LOCATED
SCALE: 1" = 40'
40' 20' O' 40' 80'
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PIANO
DRIVE
STA.
23+44.00 C.L.
TO 23+97.00 C.L.
<
SCALE: 1" = 40'
HORIZONTAL
LEGEND:
ABBREVIATIONS
FL FLOWTB4E
CL CENTERLINE
EG EXISTING GRADE
FG FINISHED GRADE
GB GRADE BREAK
LS LANDSCAPE
ELEV ELEVATION
EC END CURVE
BC BEGIN CURVE
TC TOP OF CURB
PROPOSED WALL
RW
FL
_ �SECTIOI LETTER
— - SECTION LINE
SHEET SECTION IS LOCATED
SCALE: 1" = 40'
40' 20' O' 40' 80'
Know what's be10W.
Cal before you dig.
360 --�
I
360
358
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358
356 �-
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356
354 r--
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350
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350
348
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340
340
338
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338
336 I
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WPER
-53.00'
336
3
NI 31
334
- -1- --I
SHEET
334
9+50
10+00
11+00
STA.
23+44.00
C.L.
TO 23+97.00 C.L.
SCALE: 1"
= 40'
HORIZONTAL
1"
= 4'
VERTICAL
LEGEND:
ABBREVIATIONS
FL FLOWTB4E
CL CENTERLINE
EG EXISTING GRADE
FG FINISHED GRADE
GB GRADE BREAK
LS LANDSCAPE
ELEV ELEVATION
EC END CURVE
BC BEGIN CURVE
TC TOP OF CURB
PROPOSED WALL
RW
FL
_ �SECTIOI LETTER
— - SECTION LINE
SHEET SECTION IS LOCATED
SCALE: 1" = 40'
40' 20' O' 40' 80'
Know what's be10W.
Cal before you dig.
N
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2' FOOTING EASEMENT
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WALL
CURB d GUTTER PER __/ \
STREET CONSTRUCTION PINS O'CMEWTIDN PER x
STREET CONSTRUCTION
PINS
A SEC77ON A
3 N. T. S.
9' LANDSCAPE LOT TO BE
DEDICATED PER FINAL MAP
gk t
T' 1 2' FOOTING EASEMENT
TO BE DEDICATED PER FINAL MAP
g• i DRILL ISIAFA
BLOCK WALL
I
2 -os
CURB k CUTTER PER k
STREET CONSTRUCTION PLANS 8' COMBINA71M PER
STREET CO SIRUCRON
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B SEC77ON B
3 N. T.S.
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COLOR: NATURAL COLOR
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3 OF 6•%6•06•
BALBOA SCORED BLOC(
COLOR:NATIIRAL COLOR
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COLOR:TAN
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CTION LERER
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SHEET SECTION IS LOCATED
2"%2•x8• KUMPSTONE SDUD BLOCK CAP
6^%8•x76• SPLIT FACE BLOCK
COLOR. -TAN
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3 N.T.S.
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
9+50
WALL.
S. ALLEN ROAD
STA. 23+23.85 C.L. TO 29+19.88 C.L.
SCALE: 1" = 40' HORIZONTAL
FL
i
b
0.258 .. .. _...
1
IC
_
----------------
Z
_______________Z FOOTING EASEMENT 'Y` , J
TO BE DEDICATED PER FINAL MAP Ij
STA. 15+96.04 RL
I
10+00 11+00 12+00 13+00 14+00 15+00 16+00
STA. 23+23.85 C.L. TO 29+19.88 C.L.
SCALE: 1" = 40' HORIZONTAL
1" = 4' VERTICAL
C TYPICAL WALL
3 N. TS.
3 OF 6•x8"06•
BAUM SCORED BLOCK
OO MNA1URAL COLOR
•x16• CONCRETE BLOCK
R:TAN
LEGEND:
1"
= 40'
ABBREMATIONS
FL
FLOWUNE
CL
CENTERLINE
EG
EIOSTING GRADE
FG
FINISHED GRADE
GB
GRADE BREAK
LS
LANDSCAPE
ELEV
ELEVATION
EC
END CURVE
BC
BEGIN CURVE
TC
TOP OF CURB
PROPOSED WALL
0
RW
FL
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M
CTION LERER
TE
,— — �cnaa L
SHEET SECTION IS LOCATED
2"%2•x8• KUMPSTONE SDUD BLOCK CAP
6^%8•x76• SPLIT FACE BLOCK
COLOR. -TAN
C ENTRANCE SEC77ON
3 N.T.S.
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
9+50
WALL.
S. ALLEN ROAD
STA. 23+23.85 C.L. TO 29+19.88 C.L.
SCALE: 1" = 40' HORIZONTAL
FL
i
b
0.258 .. .. _...
1
IC
_
----------------
Z
_______________Z FOOTING EASEMENT 'Y` , J
TO BE DEDICATED PER FINAL MAP Ij
STA. 15+96.04 RL
I
10+00 11+00 12+00 13+00 14+00 15+00 16+00
STA. 23+23.85 C.L. TO 29+19.88 C.L.
SCALE: 1" = 40' HORIZONTAL
1" = 4' VERTICAL
C TYPICAL WALL
3 N. TS.
3 OF 6•x8"06•
BAUM SCORED BLOCK
OO MNA1URAL COLOR
•x16• CONCRETE BLOCK
R:TAN
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x
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SCALE:
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