HomeMy WebLinkAbout1.4-6577 PH 6 Sump & Future Well SiteGENERAL 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 Soils
Engineering Inc. Soils Report File No. 21-17997, Dated 05-27-21.
CONCRETE
A. Materials:
1. Reinforcing: Deformed ASTM A615, Grade 60.
2. Cement: Portland Cement, Type 11, ASTM C-150.
3. Ag?regate: ASTM C-33.
4. We er: Clean and Drinkable.
B. Concrete Mix Design For Footin and Well Grouting:
1. Class "B" Concrete, 25009PSSI 0 28 Do S.
2. 5.0 Sacks of Cement (min) per Cubic �ard.
3. 1 1 Z2 Ag reg5te (max).
ax
4. 4 Slump
?m
C. Admixtures: Only as approved by the Engineer.
MASONRY
A. Materials:
1. Concrete Block Masonry Units: ASTM C-90
2. Reinforcing Materials: ASTIVI 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
0 28 days.
C. Grou t:
1 . Strength: 1500 PSI 0 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.
NOTES
PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY
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: M PTARED CONCRETE BLOCK
SIZE: 6"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 6'-0" MIN. MEASURED FROM GROUND AT HIGHEST
SIDE OF WALL UNLESS NOTED OTHERWISE.
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/OR 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 %4" THICK ASPHALTIC WATER PROOF COATING
I
OR APPROVED EQUAL AS PER ITY 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 1V2 lV8 ALL
F 0
REINFORCING STEEL SHALL BE TIED FIRMLY IN PLACE RIOR 0 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
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
RESPONSIBILE FOR REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES, BUT NOT
COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICATION 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 �qp,. ONE COPY OF THE SIGN PLAN SHALL
ALSO BE SUBMITTED TO THE PARKS DIVISION FOR VIEW 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. THE FOOTING SHALL NOT BE OVER -POURED BEYOND THE DESIGN DIMENSIONS. 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.
16. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC
WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET
RIGHT-OF-WAY, UNLESS SECURED BY AN IMPROVEMENT AGREEMENT. APPROVED INSURANCE
AND SECURITY BASED ON AN APPROVED ENGINEER'S ES11MATE FOR THE WORK PERFORMED
WITHIN THE RIGHT-OF-WAY 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 ES11MATE FOR THE WORK IN THE EXIS11NG PUBLIC
RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT.
18. ALL PROPOSED WALLS TO BE OWNED AND MAINTAINED BY THE CITY OF BAKERSFIELD.
19. NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR THE WORK IN THE UNDEDICATED
ROADWAYS IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED
20. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR
TO CONSTRUCTION. 811.
U N I T 5
OW A PART)
L
-Al
2
S p
WIN
I
KEY MAP
SCALE: 1"=200'
RIDENOTES SHEET NUMBER FOR WALL
2' WALL FOOTING EASEMENT
DEDICATED TO C.O.B. PER FINAL MAP
6"x2%16" SPLIT -FACE CAP
STREET SIDE
LOT SIDE
#5 CONT. BOND BEAM
(12" FROM THE TOP)----'
6"&x`16" CONCRETE BLOCK
48" MAX SPACING (TYP.) Uj
SEE NOTES 1 & 2 ON SHEET 1 M X
AND SECTION C ON SHEET 3 U5 -:r_
#4 1" BARS AT 32- D.C.
:i
(20- MIN. LAP SPLICE)
#5 CONT. BOND BEAM
(AT MID HEIGHT)
48" MAX SPACING (TYP.)
GROUT SOLID ALL CAVITIES -
LANDSCAPE 2% MIN.
GRADE 4:1 MAX,
LANDSCAPE GRADE VARIES----.
SEE CONSTRUCTION NOTE 25
8"
FIRST COURSE TO CONSIST
BEING AN ADJUSTMENT OF PARCELS "A" AND "B" OF LOT LINE ADJUSTMENT NO. 84-97, PER
a-
00
OF UNMORTARED HEAD
C)
U)
1124t ALL OF OFFICIAL RECORDS, IN THE OFFICE OF THE KERN COUNTY
z
JOINTS TO ALLOW FOR
- I
LU
=
LEGEND;
DRAINAGE. SEALANT TO BE
ABBREVI TIONS
FL FLOWUNE
APPLIED BY WALL
EG EXISTING GRADE
FG FINISHED GRADE
CONTRACTOR.
GB GRADE BREAK
0
ft�
LS LANDSCAPE
ELEV ELEVA11ON
L4-
00
I
FINISHED PAID/
TC TOP OF CURB
TW TOP OF WALL
-
co
FINISHED GRADE
PROPOSED WALL
TRACT BOUNDARY
77777"
CENTERUNE
EXISTING EDGE OF PAVEMENT
8" MAX(6-8")
PHASELINE
16- MAX.(7-4-)
59
24- MAK(6-O-)
KEY MAP
SCALE: 1"=200'
RIDENOTES SHEET NUMBER FOR WALL
2' WALL FOOTING EASEMENT
DEDICATED TO C.O.B. PER FINAL MAP
6"x2%16" SPLIT -FACE CAP
STREET SIDE
LOT SIDE
#5 CONT. BOND BEAM
(12" FROM THE TOP)----'
6"&x`16" CONCRETE BLOCK
48" MAX SPACING (TYP.) Uj
SEE NOTES 1 & 2 ON SHEET 1 M X
AND SECTION C ON SHEET 3 U5 -:r_
#4 1" BARS AT 32- D.C.
:i
(20- MIN. LAP SPLICE)
#5 CONT. BOND BEAM
(AT MID HEIGHT)
48" MAX SPACING (TYP.)
GROUT SOLID ALL CAVITIES -
LANDSCAPE 2% MIN.
GRADE 4:1 MAX,
LANDSCAPE GRADE VARIES----.
SEE CONSTRUCTION NOTE 25
8"
FIRST COURSE TO CONSIST
BEING AN ADJUSTMENT OF PARCELS "A" AND "B" OF LOT LINE ADJUSTMENT NO. 84-97, PER
a-
00
OF UNMORTARED HEAD
C)
U)
1124t ALL OF OFFICIAL RECORDS, IN THE OFFICE OF THE KERN COUNTY
z
JOINTS TO ALLOW FOR
- I
LU
=
LEGEND;
DRAINAGE. SEALANT TO BE
ABBREVI TIONS
FL FLOWUNE
APPLIED BY WALL
EG EXISTING GRADE
FG FINISHED GRADE
CONTRACTOR.
GB GRADE BREAK
0
ft�
LS LANDSCAPE
ELEV ELEVA11ON
L4-
00
I
FINISHED PAID/
TC TOP OF CURB
TW TOP OF WALL
-
co
FINISHED GRADE
PROPOSED WALL
TRACT BOUNDARY
77777"
CENTERUNE
EXISTING EDGE OF PAVEMENT
8" MAX(6-8")
PHASELINE
16- MAX.(7-4-)
IION LEITER
24- MAK(6-O-)
,4 EA. #4 BAR @ 6" O.C.
#4 BAR @ 8- D.C.
Sp
3"X3"X3" CONCRETE BLOCK_j
CHAIRS SHALL BE USED TO 30"
PLACE FOOTING REBAR
WALL SECTION 1
�Ff-s--
21. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER /SU BDI VIDER /CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS
SHALL BE DETERMINED BY THE CITY ENGINEER.
22. ANY ITEMS IN THE PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET
CURRENT STANDARDS SET BY THE PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR
UPGRADING AS PER CITY ENGINEER.
23. 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 SHACL BE 27.. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING
BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK.
24. SOIL HEIGHT OVER TOE OF FOOTING TO BE IGNORED FOR PASSIVE PRESSURE. SOIL
HEIGHT OVER TOE SHALL NOT EXCEED HEIGHT OF RETAINING. SEE NOTE 3.
25. DEPTH OF SOIL COVER OVER WALL FOOTINGS SHALL BE A MINIMUM OF 6" FOR A
MINIMUM OF 12" HORIZONTAL DISTANCE FROM THE FACE OF STEM WALL ON THE STREET
SIDE. OVER 12" BEYOND THE FACE OF THE STEM WALL, THE MINIMUM DEPTH OF SOIL
COVER TO THE WALL FOOTING SHALL BE 10
VICINITY MAP
1�� I
SHEET TITLE
1. COVER SHEET
2. SUMP SITE AND FUTURE
WATER WELL SITE
BLOCK WALL LF 926
14' OPENING EA 1
CHAINLINK GATE
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 SHALL BE CORRECTED AND
SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED
TO THE CITY ENGINEER.
APPROVED BY: BLAINE NEPTUNE R.C.E. 55102
APPROVED BY: GREGG R. STRAKALUSE R.C.E. NO. 58663
PUBLIC WOVI�,S DIRECTO?
I- -
REVIEWED BY: STUART J. PATTESON R.C.E. NO. 44898
DEPUTY PUBLIC WORKS DIRECTOR
&�Ma
A�� s7z.; 12,0 2--j--
REVIEWED BY: RYAN STARBUCK R.T.E. NO. 2327 DATE
TRAFFIC ENGINEER
I, 1 111 1111 1 0
It: -K:
Ak
ki WM
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION
OF BERKSHIRE ROAD AND AMARANTE WAY.
ELEVATION = 346.44' (U.S.G.S. DATUM) PER
TRACT NO. 6328 MONUMENT ELEVATION MAP
N=% OF A W=& 1k of-% 0 a
t s A S' E3 - . AH NUZ50
THE BEARING OF N 00*59'21" E SHOWN FOR THE WEST LINE OF THE SOUTHWEST
QUARTER OF SECTION 30, T. 30 S, R. 27 E. PER PARCEL MAP NO. 10155, P.M.
BOOK 49, PAGES 82 AND 83 WAS TAKEN AS THE BASIS OF BEARING SHOWN HEREONI�
a
LEGAL DESCRIPTION.
BEING AN ADJUSTMENT OF PARCELS "A" AND "B" OF LOT LINE ADJUSTMENT NO. 84-97, PER
CERTIFICATE OF COMPLIANCE RECORDED JANUARY 6, 1998 AS DOC. NO.
0198000870 AND THOSE
CERTAIN PARCELS OF LAND AS DESCRIBED IN GRANT DEEDS, RECORDED
ON APRIL 30, 1993 IN
BOOK 6840, PAGE 625, BOOK 6840, PAGE 626, AND JUDGMENT RECORDED IN BOOK 7065, PAGE
1124t ALL OF OFFICIAL RECORDS, IN THE OFFICE OF THE KERN COUNTY
RECORDER. ALSO BEING A
PORTION OF SOUTH HALF OF SECTION 30, TOWNSHIP 30 SOUTH, RANGE
27 EAST, M.D.M., CITY OF
BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA
LEGEND;
to
ABBREVI TIONS
FL FLOWUNE
CL CENTERUNE
EG EXISTING GRADE
FG FINISHED GRADE
GB GRADE BREAK
LS LANDSCAPE
ELEV ELEVA11ON
P/L PROPERTY LINE
R/W RIGHT-OF-WAY
TC TOP OF CURB
TW TOP OF WALL
W1 WALL SEC11ON
PROPOSED WALL
TRACT BOUNDARY
CENTERUNE
EXISTING EDGE OF PAVEMENT
---------- LINE OF SIGHT
PHASELINE
IION LEITER
A SEC11ON LINE
0!91 �i1MtT$11k1K%U#N1Ly1
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356
354
352
350
348
346
344
342
340
EX.
338
ELEV.
336
334
332
330
328
26
509
28
M
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W 104-
11� to
BLOCK WALL TO BE _j 00.,,-z CONSTRUCT 16' uj CD
r- co M,, 4
GREY CMU + +DRIVE GATE PER _j a
C%4LO _5 +
C.O.B. STD.
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9.99,
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1 500.00'
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2"24!38
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PER APPROVED PLANS BY
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TO BE GREY CMU
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48
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N88*36'21"E T4NDR4KE AVENUE
AWS&SOM MOM& W A
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LINE TABLE
LINE
BEARING
DISTANCE
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S 89*00'39" E
27.92'
L2
S 89*00'39" E
9.99,
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
C1
470.00'
19.77'
9.89'
2*2438"
C2
1 500.00'
21.04!
10.52'
2"24!38
10+50 11+00
SUMP BOTTOM
EL=325.00
12+00
±28'
13+00
R/W
12' 10
ACCESS 1
MORTARED
ROAD
CONCRETE
BLOCK
2.0% 2% MAX
PROPOSED 4.5'
COMBINATION
SIDEWALK
PROPOSED CURB & GUTTER
TANDRAKE AVENUE
STA. 10+86.30 TO STA. 12+93.56
NO SCALE
16' DBC. DRIVE 16+00 17+00
14+00 15+00
GATE PER
C.O.B. STD.
D-13
PA
12'
1 ±28' ACCESS I
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N
SUMP WALL
4 NO SCALE
2' WALL FOOTING
EASEMENTTO BE
DEDICATED PER PA
FINAL MAP
1 12'
2$
ACCESS
ROAD
FINISHED PAD 2.07*
Mo. -
MORTARED
CONCRETE BLOCK
SUMP WALL
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13+00
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ACCESS 1
MORTARED
ROAD
CONCRETE
BLOCK
2.0% 2% MAX
PROPOSED 4.5'
COMBINATION
SIDEWALK
PROPOSED CURB & GUTTER
TANDRAKE AVENUE
STA. 10+86.30 TO STA. 12+93.56
NO SCALE
16' DBC. DRIVE 16+00 17+00
14+00 15+00
GATE PER
C.O.B. STD.
D-13
PA
12'
1 ±28' ACCESS I
w ROAD MORTARED
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13:
0
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2.0% SITE GRADE
SUMP BOTTOM
EL=325-00
N
SUMP WALL
4 NO SCALE
2' WALL FOOTING
EASEMENTTO BE
DEDICATED PER PA
FINAL MAP
1 12'
2$
ACCESS
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FINISHED PAD 2.07*
Mo. -
MORTARED
CONCRETE BLOCK
SUMP WALL
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T'
20
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26
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LENGTH
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24
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1
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7_771-7-WAH
SECTION 1-
10+50 11+00
SUMP BOTTOM
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12+00
±28'
13+00
R/W
12' 10
ACCESS 1
MORTARED
ROAD
CONCRETE
BLOCK
2.0% 2% MAX
PROPOSED 4.5'
COMBINATION
SIDEWALK
PROPOSED CURB & GUTTER
TANDRAKE AVENUE
STA. 10+86.30 TO STA. 12+93.56
NO SCALE
16' DBC. DRIVE 16+00 17+00
14+00 15+00
GATE PER
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SUMP WALL
4 NO SCALE
2' WALL FOOTING
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FINAL MAP
1 12'
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MORTARED
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27
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to
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LINE OF SIGH
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SUMP BOTTOM
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U IT 5
00
tn
r-:
(NOT A PART)
Lo
%_
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g RJQ
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
14+00
48
47 1 W M.6
FP 3402
- — - - — - -
SCALE: 1 = 50' HORIZONTAL
1 = 5' VERTICAL
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71
CURVE TABLE
26
25
LENGTH
I
C-3 ik
24
DELTA
FIR W9.3
F:P MA
21.04'
1-- rn
c)� c'� F:P M.6
2*24'38"
C2
500.00'
CL
+ +
4*4738"
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cn
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10-1wdl -
01
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7 S89 "07'59"E 140.00
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6
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22
3::
23
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4 d F:P 3M2
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FUTUR
WATER
Lo
C>
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+ +
-4-
m
CD
m
C6 C6
0000 0-
WEL
SITE
(n
uj
U)
, -ol. 71 F G
g RJQ
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
14+00
48
47 1 W M.6
FP 3402
- — - - — - -
SCALE: 1 = 50' HORIZONTAL
1 = 5' VERTICAL
uj
uj
f LE
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71
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
C1
500.00'
21.04'
10.52'
2*24'38"
C2
500.00'
41.8,V
20.93
4*4738"
LEGEND:
ABBREVIATIONS
FL FLOWLINE
CL CENTERLINE
EG EXISTING GRADE
FG FINISHED GRADE
GB GRADE BREAK
LS LANDSCAPE
ELEV ELEVATION
P/L PROPERTY LINE
R/W RIGHT-OF-WAY
TC TOP OFCURB
TW TOP OF WALL
W1 WALL SECTION
PROPOSED WALL
TRACT BOUNDARY
CENTERLINE
EXISTING EDGE OF PAVEMENT
---------- LINE OF SIGHT
15+00
16+00
CTION LEM
SECTION LINE
SHEET SEC'nON IS LOCATM
SCALE: 1 50'
50' 25$ ov 50' 100'
m
358
356
354
352
50
348
344
342
340
338
336
334
332
330
328
326
324
17+0017+25
N
0
tin
<
r__ C)
tr)
C) ro
u') co
U-)
Rd_"wt
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01
>:
>:
>;
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uj
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1", UJ
Lu
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04
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m
C6 C6
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rn
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rn
m
FINIS
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I
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FOOTING
c)
00
30
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R5
re.)
ro
w
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ww
w
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to
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C*4
1-0
+
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5
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co
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cn
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d
C)
qqt
0-
+
0
+
+
+
C.D
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LH
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c
:z
r._
CL
Jw
V_
-9-
m
V)
- _-<j
267.83
WALL SEC11ON 1
LEGEND:
ABBREVIATIONS
FL FLOWLINE
CL CENTERLINE
EG EXISTING GRADE
FG FINISHED GRADE
GB GRADE BREAK
LS LANDSCAPE
ELEV ELEVATION
P/L PROPERTY LINE
R/W RIGHT-OF-WAY
TC TOP OFCURB
TW TOP OF WALL
W1 WALL SECTION
PROPOSED WALL
TRACT BOUNDARY
CENTERLINE
EXISTING EDGE OF PAVEMENT
---------- LINE OF SIGHT
15+00
16+00
CTION LEM
SECTION LINE
SHEET SEC'nON IS LOCATM
SCALE: 1 50'
50' 25$ ov 50' 100'
m
358
356
354
352
50
348
344
342
340
338
336
334
332
330
328
326
324
17+0017+25
N
0
tin
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