HomeMy WebLinkAbout1.4-6758 Record Drawing Ashe RdGENERAL STRUCTURAL NOTES
GENERAL
A. All work shall be performed in accordance with
applicable sections of the California Building Code
(CBC). Current Edition.
FOUNDATIONS
A. For allowable soil bearing values refer to the Soil Engineers, Inc.
Preliminary Soils Report No. 04-10923, dated 10-21-04.
CONCRETE
A. Materials:
1. Reinforcing: Deformed ASTM A615, Grade 40.
2. Cement: Portland Cement, Type Il, ASTM C-150.
3. Aggregate: ASTM C-33.
4. Water: Clean and Drinkable.
B. Concrete Mix Design For Footings and Wall:
1. Class "B" Concrete, 2500 PSI ® 28 Days.
2. 5.0 Sacks of Cement (min) per Cubic Yard.
3. 1 1/2" Ag regate (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. Grout:
1. Strength: 1500 PSI ® 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.
BENCH MAW.
BENCH MARK DISK STAMPED - Q 1157 RESET 1969
AT OLD RIVER, AT THE JUNCTION OF STATE HIGHWAY 119 AND OLD RIVER
ROAD, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL
OF TRIPLE CONCRETE BOX CULVERT B 11.44 OVER STINE CANAL, 19 1/2
FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 50 FEET WEST OF THE
EXTENDED CENTER LINE OF OLD RIVER ROAD LEADING SOUTH, 64 FEET EAST
OF THE CENTER LINE OF OLD RIVER ROAD LEADING NORTH, AND ABOUT
LEVEL WITH THE HIGHWAY.
ELEVATION = 343.30 (U.S.G.S. DATUM NAVD 88)
BAN OF BEARK)&
THE BEARING OF N89'04'33"W, FOR THE SOUTH LINE OF THE
SOUTHWEST 1/4 OF SECTION 34, T.30 S., R.27 E. M.D.M. AS
SHOWN ON FILED MAP NO. 7-1 BK. 6, PG. 27, WAS USED AS
THE BASIS OF BEARINGS HEREON.
GE D
ABBREVIATIONS
EP EDGE OF PAVEMENT FS FINISH SURFACE
TC TOP OF CONCRETE OVER -EXCAVATION
FE FLOWLINE FF FINISH FLOOR
CL CENTERLINE FC FINISH CONCRETE
ELEV ELEVATION GB GRADE BREAK
ME MATCH EXISTING GRADE FP FINISH PAVEMENT
EXISTING GROUND CONTOUR
FP. 347.90 PROPOSED PAD ELEV.
PROPOSED GUTTER FLOWUNE ELEV.
PROPOSED LANDSCAPE ELEV,
PROPOSED FINISHED GRADE
0.31x DIRECTION AND PERCENT OF SLOPE
FOR DRAINAGE
CURB AND GUTTER
EXIST. CURB AND GUTTER
CENTERLINE OF STREET
PROPERTY LINE / RIGHT-OF-WAY
PAD COMPACTION LIMITS
STORM DRAIN
GENERAL NOTES TYPE "A" CATCH BASIN WITH 3.5' WIDE
1. WALL BLOCK TYPE: MORTARED 6"x 8"x 16" STANDARD CONCRETE BLOCK OPENING UNLESS OTHERWISE NOTED
MORTARED 8"x 8"x 16" STANDARD CONCRETE BLOCK TRACT BOUNDARY
COLOR: CHAMPAGNE
PATTERN: RUNNING BOND �"^' �---• PHASE BOUNDARY
CAP: SEE SHEET 4 LIMITS OF GRADING OUTSIDE
OF THE TRACT BOUNDARY
2. ALL STATIONING DATA WAS CALCULATED AT PROPERTY LINE.
3. HEIGHT OF WALL SHALL BE 6'-0" MIN. MEASURED FROM GROUND AT SECTION LINE
HIGHEST SIDE OF WALL.
4. WALL IS TO BE CAPPED AS NOTED ON PLAN.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRADING
THE AREA ALONG THE WALL LINE.
6. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED
BY C.O.B. BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPT,
7. 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.
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
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.
10. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER
IN ALL WALLS, AND A MAXIMUM DISTANCE BETWEEN EXPANSION
JOINTS OF 60' IN WALLS WITHOUT PILASTERS.
11. 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" f1/8". 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
#4 CONT. IN BOND BEAM
(12" FROM TOP OF WALL)
GROUT SOLID ALL CAVITIES
6"x 8"x 16" CONCRETE BLOCK
#4 CONT. IN BOND BEAM
(AT MID HEIGHT)
STREET SIDE
WILL BE ALLOWED. ALL CONSTRUCTION OF NON -MODULAR PIECES 4 OR 5 EA 8"x 8"x 16" CONCRETE BLOCK
SHALL BE DONE WITH SAWCUTS. (SEE WALL PROFILE)
12. BLOCK COLOR SHALL BE UNIFORM IN TEXTURE AND COLOR.
13. 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.
14. 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.
15. 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 DOES NOT INCLUDE APPROVAL OF ANY SIGNAGE.
16. 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 FINSIHED TOP OF GRADE AT LEAST 16" OR THE
DEPTH OF THE FOOTING, WHICHEVER IS LESS.
17. 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 FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE
SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT.
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
2. ALL MATERIALS SUPPLIED FOR THIS PROJECT
WILL REQUIRE A CERTIFICATE OF COMPLIANCE
STATING THAT THE REQUIREMENTS & STANDARDS
SET FORTH BY THE CITY OF BAKERSFIELD HAVE
BEEN MET.
L
JE 2 3 4 5- 6 8 9
8 1 10
�- PACHECO ROAD
O
19 1:1[20 21 22 ❑ 23 J, FAIRVIEW ROAD
24 _19
24
30 29 28 0 27 a a 26
M_cCUTCHEN '0
ROAD 25 [HOSKING
LJ 34 35 36 31
31 I a 77wz
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VICINITY MAP
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1.
LOT SIDE -�
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SUMP
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WALL DETAILS
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#4 "L" BAR AT 32" O.C.
0
i 64" ABOVE TOP
Q
OF FOOTING
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LL
-NEATLY GROUT CAVITY
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2,W"
SEALANT TO BE APPLIED
= I
BY WALL CONTRACTOR
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LANDSCAPE GRADE 13" I 13' 00 GoN
VARIES (6" MIN)
PnO
3"x 3"x 3" CONCRETE BLOCK
CHAIRS SHALL BE USED TO
PLACE FOOTING RE -BAR
#4 BAR ® 32" O.C.
3 EA. #4 BAR CONTINUOUS
WALL SECTION 1
N.T.S.
I- P/L
#4 CONT. IN BOND BEAM
(12" FROM TOP OF WALL)
GROUT SOLID ALL CAVITIES -
6"x 8"x 16" CONCRETE BLOCK -
#4 CONT. IN BOND BEAM
(AT MID HEIGHT)
STREET SIDE 1�
(SUMP SIDE)
2 OR 4 EA 8"x 8"x 16" CONCRETE BLOCK
(SEE WALL PROFILE) 2Z
...r1
LANDSCAPE GRADE 12'
VARIES (6" MIN)
0
3"x 3"x 3" CONCRETE BLOCK
CHAIRS SHALL BE USED TO
PLACE FOOTING RE -BAR
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#4 BAR ® 32" O.C.
3 EA. #4 BAR CONTINUOUS
WALL SECTION 2
N.T.S.
#4 CONT. IN BOND BEAM
(12" FROM TOP OF WALL)
GROUT SOLID ALL CAVITIES
6"x 8"x 16" CONCRETE BLOCK
#4 CONT. IN BOND BEAM
(AT MID HEIGHT)
SUMP SIDE 1r
4 EA 8"x 8"x 16" CONCRETE BLOCK
(SEE WALL PROFILE)
LANDSCAPE GRADE
VARIES (6" MIN) -
LOT SIDE -�
1.
COVER SHEET
2.
TAFT HIGHWAY
3.
ASHE ROAD
4.
SUMP
5.
WALL DETAILS
#4 CONT. IN BOND BEAM
(12" FROM TOP OF WALL)
GROUT SOLID ALL CAVITIES
6"x 8"x 16" CONCRETE BLOCK
#4 CONT. IN BOND BEAM
(AT MID HEIGHT)
SUMP SIDE 1r
4 EA 8"x 8"x 16" CONCRETE BLOCK
(SEE WALL PROFILE)
LANDSCAPE GRADE
VARIES (6" MIN) -
LOT SIDE -�
o
00
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0
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(30" MIN. LAP SPLICES)
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SEALANT TO BE APPLIED
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BY WALL- CONTRACTOR
SEALANT TO BE APPLIED
= I
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#4 BAR ® 32" O.C.
3 EA. #4 BAR CONTINUOUS
3"x 3"x 3" CONCRETE BLOCK
CHAIRS SHALL BE USED TO -
PLACE FOOTING RE -BAR 34"
WALL SECTION 3
N.T.S.
#4 CONT. IN BOND BEAM
(12" FROM TOP OF WALL)
#4 VERT. BAR AT 32" O
(CENTERED IN WALL)
(30" MIN, LAP SPLICES)
GROUT SOLID ALL CANITIES
6"x 8"x 16" CONCRETE BLOCK
00 W #4 CONT. IN BOND BEAM -
I (AT MID HEIGHT)
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W W (SEE WALL PROFILE)
6E
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2%
LANDSCAPE GRADE 1
VARIES (6" MIN)
0 =
3"x 3"x 3" CONCRETE BLOCK
CHAIRS SHALL BE USED TO
PLACE FOOTING RE -BAR
P/L
2"
LOT SIDE
N
00
0
#5 "L" BAR AT 16" O.C.
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70" ABOVE TOP
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OF FOOTING
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(30" MIN. LAP SPLICES)
LL
-NEATLY GROUT CAVITY
4
2-V4„
SEALANT TO BE APPLIED
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13".
/BY WALL CONTRACTOR
#4 BAR 0 32" O.C.
3 EA. #4 BAR CONTINUOUS
WALL SECTION 4
N.T.S.
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10 LnQ
CITY OF BAKERSFIELD
KERN COUNTY CALIFORNIA
WALL PLAN
FOR
TRACT 67%_)0
SCAB -E: 1"=200'
ISMEX N4"
® SHEET NO. INDEX
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 DESIGG)f CP7ERIA SHALL BE
CORb�'CTED�.DURINGGI, TRUC,TION.
APPROVED BY: R_C A- McINTOSH R.C.E. 33322
EXP. 6-30-08
APPROVE"6 BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR
R.C.E. 39880 EXP. 12-31-07
REVIEWED BY:
DATE
/ / • C/ T J-
7fi�Y
ASSISTANT PUBLIC WORKS DIRECTOR
REV`IEWED BY: v &W-wo
TRAFFIC ENGINEER
#4 CONT. IN BOND BEAM
(12" FROM TOP OF WALL)
GROUT SOLID ALL CAVITIES -
6"x 8"x 16" CONCRETE BLOCK -
#4 VERT. BAR AT 32" O,
(CENTERED IN WALL) -
(30" MIN. LAP SPLICES)
#4 CONT. IN BOND BEAM -
STREET SIDE
6 EA 8"x 8"x 16" CONCRETE BLOCK
(SEE WALL PROFILE)
#4 CONT, IN BOND BEAM2%
3 or 4 EA 10"x 8"x 16" CONCRETE BLOCK
J (SEE WALL PROFILE)
iz
O
0 a
I ; 15"
0 3
W O
3"x 3"x 3" CONCRETE BLOCK
CHAIRS SHALL BE USED TO
PLACE FOOTING RE -BAR
P/L
2"
W
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CL
CENTERLINE
RT
RIGHT OF CENTERLINE
LT
LEFT OF CENTERLINE
BC
BEGIN CURVE
EC
END CURVE
PC
P❑INT ON CURVE
PCC
P❑INT OF COMPOUND CURVE
PRC
P❑INT OF REVERSE CURVE
LF
LINEAL FEET
STA
STATION
ELEV
ELEVATI❑N
P/L
PROPERTY LINE
R/W
RIGHT OF WAY
TW
TOP OF WALL
RAD
RADIAL BEARING
FL
FL❑WLINE ELEVATION
LS
LANDSCAPE ELEVATION
R
RADIUS OF CURVE
T
TANGENT OF CURVE
L
LENGTH OF CURVE
36n
35
35
35
35
35
34
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STA. 19+26.83, WALL 1 L �\ � 3 vii (n
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SCALE: l" = 50'
SCALE: 1"=50'
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EXPANDED SUMP
END WALL
ANGLE POINT STA, 29+81.29, Cl 75.94 L
STA. 28+19.75, C.L. 73.00 LT STA. 29+81.25, WAL,_
STA. 28+19.68, WALL
I
ED
N89'52'57'E 161.57'
NATE:
ALL STATIONS AND OFFSETS ARE SET FROM PROPERTY LINE
UNLESS OTHERWISE NOTED. SEE DETAILS FOR LOCATION OF WALL.
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SEE SHEET 1 FOR WALL SECTION DETAILS
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RECORD DRA jv4(.
360
358
356
354
352
350
348
346
344
342
340
338
LOT SIDE Z
27o MIN
-PROPOSED
BL OCKWAL L
6" MINIMUM
EXIST. GRADE
_ _ 1YPICAL SECTK)N
2 PRIVATE WALL
SEE SHEET 1 FOR WALL SECTION DETAILS
WALL PROFILE
SCALE: HORZ. 1" = 50'
P/L
R/W
I
VERT. 1" = 5'
72'
16'
PA
R/W
® 8" BLOCK
s-
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10'
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8'
PROPOSED
16
100 BLOCK
BLOCKWALL
LANDSCAPE
6'10,
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BLOCKWALL
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SUMP
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SEE SHEET
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SEE SHEET 1 FOR WALL SECTION DETAILS
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RECORD DRA jv4(.
360
358
356
354
352
350
348
346
344
342
340
338
LOT SIDE Z
27o MIN
-PROPOSED
BL OCKWAL L
6" MINIMUM
EXIST. GRADE
_ _ 1YPICAL SECTK)N
2 PRIVATE WALL
SEE SHEET 1 FOR WALL SECTION DETAILS
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STA. 16+46.50, C.L. 66.11 RT
STA. 16+46.16, WALL
ANGLE POINT
STA. 17+36.35, C.L. 74.00 R
STA. 17+36.35, WALL
13+�—._.�` �_ -- _--- =---- T6+---- �=r�_��0- `— = --- ---_ �— —�
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START WALL
STA, 14+79.42, C.L. 68.65 RT
STA. 14+79.07, WALL',
mm�
UNE TABLE
UNE
BEARM LIDim
L1
N45'41'20"E 29.95'
L2
S89'02'47"E 15.00'
L3
N44'18'40"W 29.44'
550' LINE OF SIGHTQ"-25X
54
fP. 346.7
SCALE: 1"=50'
----- -------- -
'38'W 167.09' 1Nns•��,.._
55
FP 346.7 I
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fF 3466 I
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INTERSECTION
STA. 10+00.00, PROVINCETOWN
A S H E
ara..r.assa}���
ANGLE POINT
STA. 19+13.89, C.L. 74.00 RT 1
STA. 19+13.89, WALL
0
NO.25'27'E
ANGLE POINT L1
STA. 19+34.97, C.L. 95.28 RT L2
STA. 19+43.84, WALL
2 3
fP 3468 I
FP 346.7 r I
I I
END WALL
STA. 19+34.83, C.L. 110.28 RT
STA. 19+58,94, WALL
1 ANGLE POINT
! STA. 20+15.98, C.L. 64.00 RT
I STA. 20+15.98, WALL
4 1 5 1 6
IZ
W I
FP 347.1 1 FF• 3473 I fP 347.4
>� ' END WALL l
STA. 19+94.93, C.L. 99.72 RT I
\ STA. 19+71.54, WALL
ASHE ROAD
PLAN VIEW
SCALE: 1 " - 50'
7
FP, 347.6 /
8
FP 347.7
N coo
00 Z
U r f IO
oI
fli
N OTE:
ALL STATIONS AND OFFSETS ARE SET FROM PROPERTY LINE
UNLESS OTHERWISE NOTED. SEE DETAILS FOR LOCATION OF WALL.
Z
O
R/W
16'
10' 6'
.I.
8' I 8'
1°
!LANDSCAPE
ANGLE POINT
I
ANGLE POINT
{
I
STA. 23+00.37, C.L. 74.00 RT
I
W
STA. 19+95.07,
C.L. 84.72 LT ANGLE POINT
STA. 23+00.92, WALL
2% MI
STA. 19+86.54,
WALL
R 0
D
STA. 22+10.32, C.L. 64.00 R
STA. 22+10.32, WALL
20+00
21+00 22+00 — — — —23+90—
— — — — — — — — — 24+ee — — — — — — — _.. —
-- -� '- END WALL
STA. 23+85.18,
C.L. 74.001 RT
LINE OF SIGHS —
STA. 23+85.78,
WALL
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! STA. 20+15.98, C.L. 64.00 RT
I STA. 20+15.98, WALL
4 1 5 1 6
IZ
W I
FP 347.1 1 FF• 3473 I fP 347.4
>� ' END WALL l
STA. 19+94.93, C.L. 99.72 RT I
\ STA. 19+71.54, WALL
ASHE ROAD
PLAN VIEW
SCALE: 1 " - 50'
7
FP, 347.6 /
8
FP 347.7
N coo
00 Z
U r f IO
oI
fli
N OTE:
ALL STATIONS AND OFFSETS ARE SET FROM PROPERTY LINE
UNLESS OTHERWISE NOTED. SEE DETAILS FOR LOCATION OF WALL.
Z
O
R/W
16'
10' 6'
.I.
8' I 8'
1°
A
3
SEE SHEET 1 FOR WALL SECTION DETAILS
P /L
IPROPOSED
BL OCKWALL
I
I
12'
6" MINIMUM
PAD ELEVATION
WALL PROFILE
SCALE: HORZ. 1" - 50'
VERT. 1" = 5'
05-/1-/7
Th Pr Nwllsjrq OWL i
360
358
356
354
352
350
34D
346
344
342
340
P11"CORD DRAWNG
LEGEND:
CL
RT
LT
BC
EC
PC
PCC
PRC
LF
STA
ELEV
P /L
R/W
TW
RAD
FL
LS
R
T
L
DESQRIPTIONS
CENTERLINE
RIGHT OF CENTERLINE
LEFT OF CENTERLINE
BEGIN CURVE
END CURVE
POINT ON CURVE
POINT OF COMPOUND CURVE
POINT OF REVERSE CURVE
LINEAL FEET
STATION
ELEVATION
PROPERTY LINE
RIGHT OF WAY
TOP OF WALL
RADIAL BEARING
FLOWLINE ELEVATION
LANDSCAPE ELEVATION
RADIUS OF CURVE
TANGENT OF CURVE
LENGTH OF CURVE
n
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I EASEMEN T
I
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m
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A
3
SEE SHEET 1 FOR WALL SECTION DETAILS
P /L
IPROPOSED
BL OCKWALL
I
I
12'
6" MINIMUM
PAD ELEVATION
WALL PROFILE
SCALE: HORZ. 1" - 50'
VERT. 1" = 5'
05-/1-/7
Th Pr Nwllsjrq OWL i
360
358
356
354
352
350
34D
346
344
342
340
P11"CORD DRAWNG
LEGEND:
CL
RT
LT
BC
EC
PC
PCC
PRC
LF
STA
ELEV
P /L
R/W
TW
RAD
FL
LS
R
T
L
DESQRIPTIONS
CENTERLINE
RIGHT OF CENTERLINE
LEFT OF CENTERLINE
BEGIN CURVE
END CURVE
POINT ON CURVE
POINT OF COMPOUND CURVE
POINT OF REVERSE CURVE
LINEAL FEET
STATION
ELEVATION
PROPERTY LINE
RIGHT OF WAY
TOP OF WALL
RADIAL BEARING
FLOWLINE ELEVATION
LANDSCAPE ELEVATION
RADIUS OF CURVE
TANGENT OF CURVE
LENGTH OF CURVE
n
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SCALE: 1"=50'
356
354
352
350
348
346
341
1
SUMP (WEST SIDE)
PLAN VIEW
SCALE: 1" = 50'
1 nY
PAD I
PROM
NOTE:
ALL STATIONS AND OFFSETS ARE SET FROM PROPERTY LINE
UNLESS OTHERWISE NOTED. SEE DETAILS FOR LOCATION OF WALL.
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SCALE: 1"=50'
356
354
352
350
348
346
341
1
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PLAN VIEW
SCALE: 1" = 50'
1 nY
PAD I
PROM
NOTE:
ALL STATIONS AND OFFSETS ARE SET FROM PROPERTY LINE
UNLESS OTHERWISE NOTED. SEE DETAILS FOR LOCATION OF WALL.
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SUMP (NORTH SIDE)
PLAN VIE
356
354
352
350
348 8" BLOCK
346
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P/L
12.67'
r- -
i
WALL PROFILE PROPOSED
SCALE: HORZ. 1" = 50'
VERT. 1" = 5' �BLOCKWALL
LOT SIDE
2Z MIN
6" MINIMUM
2%'
T
TYMAL SECTION
A
4
SEE SHEET I FOR WALL SECT70N DETAILS
SCALE: 1"=50'
LEGEND:
ABBREVIA,].MNS DESCRIPTIONS
CL CENTERLINE
RT RIGHT OF CENTERLINE
LT LEFT OF CENTERLINE
BC BEGIN CURVE
EC END CURVE
PC P❑INT ON CURVE
PCC P❑INT OF COMPOUND CURVE
SUMP PRC POINT OF REVERSE CURVE
LF LINEAL FEET
STA STATION
ELE / ELEVATION
P/L PROPERTY LINE
R/W RIGHT OF WAY
TW TOP OF WALL
RAL RADIAL BEARING
FL FLOWLINE ELEVATION
LS LANDSCAPE ELEVATION
R RADIUS OF CURVE
T TANGENT OF CURVE
L LENGTH OF CURVE
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RECORD DRAWIN
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ELDORADO STONE
VENEER CLIFSTONE.
COLOR: CAMBRIA.
ENGRAVED THE 15" HIGH LETTER5.
COLOR: PER OWNER.
4" THICK POUR IN PLACE
CONCRETE WALL CAP.
4" THICK POUR IN PLACE COLOR: FRENCH GRAY,
CONCRETE WALL CAP..
COLOR: FRENCH GRAY.
A 2. B
a •
■ I
■
32' 1 15' I
1 .
G" X 8" X I G" CONCRETE i
BLOCK.
COLOR: CHAMPAGNE.
CORNER MONUMENT ELEVATION
COLLECTOR/ARTERIAL * LOCAL INTER5ECTION
SCALE: 1 "=3'- 0"
14'
N
M
32'
R/W&P
CORNER MONUMENT PLAN VIEW
COLLECTOR/ARTERIAL * LOCAL INTER5ECTION
SCALE: 1 "=3'- 0"
3" WIDE PRECA5T CONCRETE 51LL
CHAMFER EDGES TO FORM FRAME
3'
2" X 4" X 8" BRICK VENEER.
COLOR: DARK IRON SPOT
TO ACT A5 QUOINS.
G" X 8" X I G" ACCENT CONCRETE BLOCK.
COLOR: 5LATE {5PEC(AL ORDER).
TOP TWO COUR5E5. 5ECOND COURSE
ALTERNATE WITH THE REST OF THE WALL.
PRECAST CONCRETE.
4" THICK POUR IN PLACE
CONCRETE WALL CAP..
COLOR: FRENCH GRAY.
ORADO STONE
IEEK CLIF5TONE.
_OR: CAMBRIA.
" WIDE PRECAST CONCRETE SILL
HAMFER EDGE5 TO FORM FRAME.
ENGRAVED THE 15" HIGH LETTER5.
COLOR: PER OWNER.
TO ENGINEERING DRAWING FOR
EXACT 51ZE OF CONCRETE
FOOTING AND REBAR
SECTION B -B
G" X 8" X I G" CONCRETE
BLOCK.
COLOR: CHAMPAGNE.
SCALE: 1 "=3'- 0"
TYPICAL WALL ELEVATION
G" X 8" X I G" ACCENT CONCRETE BLOCK.
COLOR: 5LATE (SPECIAL ORDER).
TCP TWO COUR5E5. 5ECOND COURSE
ALTERNATE WITH THE RE5T OF THE WALL.
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