HomeMy WebLinkAbout1.4-7335 PH 3GENERAL STRUCTURAL NOTES1
A. All work shallbe performed in accordance
applicable secti• of w w w Building w w
Current w • !'•
FOUNDATIONS
A. For allowable • bearing values referthe SoilsEngineering.
Preliminary Soils Investigation report File No. 05-11191, dated
Update of -• -chnical Investigation L- No.
18---16857) dated 9/20/18.
CONCRETE
A. Materials: F
1. Reinforcing: Deformed ASTM A615, Grade 60.
2 Cement: Portland Cement, Type II, 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 99 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
0 28 days.
C. Grout:
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.
i 4
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BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB
OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE
THE PARKS DEPARTMENT SHALL. BE GIVEN 24 HOURS
AND STRAIGHT. CURVES SHALL. BE LAID OUT ON NO GREATER
U3
DENOTES SHEET NUMBER FOR WALL
COVER SHEET
NOTICE.
THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK
FOR SIDE
HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE
OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK.
KEY MAP
CITY CONST. INSPECTION DEPARTMENT 326--3049
#4 "L" BAR AT 32" O.C.
BENCHMARK.-
PARKS DEPARTMENT 326--3117
LIST
SCALE: 1" = 100'
GENERAL. NOTES
WILL BE ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK
GENERAL NOTES C VD
a i ` 47 I / ®® a
i48 42/ 41
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.
W
ENGINEER'S STATEMENT
THESE PLANS AND SPECIFICATIONS WERE PREPARED OR
UNDER
MY it AND TO THE BEST OF MY KNOWLEDGE AND
BELIEF
AND
CRITERIA
.-`. AND INCLUDE IMPROVEMENT REQUIREMENTS
n *R.
OF ADVISORYOR OTHER REVIEW BOARD.
CORRECTIONSI 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 .. REFLECTED ON CORRECTED PLANS
AND SUBMITTED TO THE CITY ENGINEER.
0
APPROVED BY.- NICOLAS FIDLER, PUBLIC WORKS DIRECTOR
61069
c'�mo
IN ALL WALLS' AND A MAXIMUM DISTANCE BETWEEN EXPANSION
WORKING DAYS PRIOR TO CONSTRUCTION. 811.
5 CONT. BOND BEAM
JOINTS OF 60 IN WALLS WITHOUT PILASTERS.
1.
PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION00
Q
I
22, MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL
THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND
10.
BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB
OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE
THE PARKS DEPARTMENT SHALL. BE GIVEN 24 HOURS
AND STRAIGHT. CURVES SHALL. BE LAID OUT ON NO GREATER
U3
DENOTES SHEET NUMBER FOR WALL
COVER SHEET
NOTICE.
THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK
FOR SIDE
HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE
OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK.
KEY MAP
CITY CONST. INSPECTION DEPARTMENT 326--3049
#4 "L" BAR AT 32" O.C.
BENCHMARK.-
PARKS DEPARTMENT 326--3117
LIST
SCALE: 1" = 100'
GENERAL. NOTES
WILL BE ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK
GENERAL NOTES C VD
1.
BLOCK TYPE: MORTARED CONCRETE BLOCK
WILL BE ALLOWED. ALL CONSTRUCTION OF NON --MODULAR PIECES
ALL
FGRWALL SECTIQNS:
WALL LF »os
SIZE WALL: 6"x 8"x 16"
15.
FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY MORE
GROUT SOLID ALL CAVITIES
COLOR: STANDARD GREY
PATTERN: RUNNING BOND
CONTACT: GREG BALFANZ
THAN 2" UNLESS OTHERWISE NOTED ON PLANS. ANY FORMWORK NECESSARY
11.
BLOCKS SHALL BE UNIFORM IN TEXTURE AND COLOR.
TO MAINTAIN THIS FOOTING WIDTH SHALL EXTEND BELOW THE FINSIHED TOP OF
2.
ALL STATIONING DATA WAS CALCULATED AT PROPERTY/ROW LINE.
GRADE AT LEAST 16" OR THE DEPTH OF THE FOOTING, WHICHEVER IS LESS.
3.
HEIGHT OF WALL SHALL BE 8'--0" MIN. MEASURED FROM GROUND AT
16.
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
HIGHEST SIDE OF WALL.
COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT
BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN
WITH UTILITIES EXIST. CONTRACTOR SHALL BE RESPONSIBLE FOR
EXISTING ACCEPTED STREET RIGHT--OF--WAY. UNLESS SECURED BY A
4.
CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING 8c GRADING
REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES, BUT
SUBDIVISION AGREEMENT, A DEPOSIT BASED UPON AN APPROVED ENGINEER'S
VARIES
THE AREA ALONG THE WALL LINE.
NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICA--
ESTIMATE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT.
5.
CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED
TION AHEAD OF THE CONSTRUCTION.
BY C.O.B. BUILDING DEPARTMENT AND/OR PUBLIC WORKS DEPT.
17.
ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY
GRADE VARIES
BRACING OF WALL, SHALL BE PROVIDED BY THE CONTRACTOR,
WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC
6.
ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY
ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD
RIGHT--OF--WAY TO ESTABLISH THE NECESSARY DEPOSIT.
N
DEVELOPER, ON A ONE TIME ONLY BASIS. ALL OTHERS WILL BE
IS USED.
CHARGED OUT ON AN HOURLY BASIS.
18.
ALL PROPOSED WALLS TO BE OWNED AND MAINTAINED BY CITY OF
39
3"X3"X3" CONCRETE BLOCK 3
COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING
BAKERSFIELD. #ELDs
7.
BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY
FOR REVIEW AND APPROVAL PURSUANT TO BMC SECTION 17.60.110 (N). ONE
PLACE FOOTING REBAR
DENSITY AS DETERMINED BY A.S.T.M. D--1557 TO A DEPTH OF
19.
COMPACTION TEST SHALL BE THE RESPONSIBILITY OF THE
12 INCHES BELOW BOTTOM OF FOOTING.
DEVELOPER /SUB DIV#DER /CON TRACTOR. THE NUMBER AND LOCATION
OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
8.
WATER PROOF SURFACE WITH 1/4 $9 THICK ASPHALTIC WATER
PROOF COATING OR APPROVED EQUAL AS PER CITY STD. NO.L--8
20.
ANY ITEMS IN PUBLIC RIGHT--OF--WAY THAT ARE DAMAGED OR DO
COAT ONLY THAT PORTION BELOW LOT PAD GRADE DOWN TO FOOTING.
NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL
ALL OTHER SURFACES ABOVE THE FOOTING SHALL BE SEALED WITH
REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER.
A CLEAR WATER SEAL SUCH AS "AQUA --SEAL", OR APPROVED EQUAL.
9
EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER
21
UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2)
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.
W
ENGINEER'S STATEMENT
THESE PLANS AND SPECIFICATIONS WERE PREPARED OR
UNDER
MY it AND TO THE BEST OF MY KNOWLEDGE AND
BELIEF
AND
CRITERIA
.-`. AND INCLUDE IMPROVEMENT REQUIREMENTS
n *R.
OF ADVISORYOR OTHER REVIEW BOARD.
CORRECTIONSI 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 .. REFLECTED ON CORRECTED PLANS
AND SUBMITTED TO THE CITY ENGINEER.
0
APPROVED BY.- NICOLAS FIDLER, PUBLIC WORKS DIRECTOR
61069
c'�mo
IN ALL WALLS' AND A MAXIMUM DISTANCE BETWEEN EXPANSION
WORKING DAYS PRIOR TO CONSTRUCTION. 811.
5 CONT. BOND BEAM
JOINTS OF 60 IN WALLS WITHOUT PILASTERS.
ASSISTANT PUBLIC WORKS
(12 FROM THE TOP)
Q
SHEET NO. INDEX
22, MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL
10.
BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB
OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE
AND STRAIGHT. CURVES SHALL. BE LAID OUT ON NO GREATER
SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%Q. ALTERNATIVELY,
REFER TO SECTION DETAIL
COVER SHEET
THAN 8 FOOT CHORDS.
THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK
FOR SIDE
HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE
OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK.
WALL PLAN
1 /2" -1-1/8 ". ALL REINFORCING STEEL SHALL BE TIED FIRMLY IN
#4 "L" BAR AT 32" O.C.
BENCHMARK.-
IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN END BLOCK
LIST
(CENTERED IN WALL)
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
WILL BE ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK
CENTERLINE INTERSECTION OF BUENA VISTA AND
WILL BE ALLOWED. ALL CONSTRUCTION OF NON --MODULAR PIECES
ALL
FGRWALL SECTIQNS:
WALL LF »os
CALICO STREET.
SHALL BE DONE WITH SAWCUTS.
TOP OF FOOTING ON STREET SIDE WITH LANDSCAPE IRRIGATION SHALL BE A MINIMUM OF 10" BELOW GRADE
GROUT SOLID ALL CAVITIES
CONTACT: GREG BALFANZ
WHEN EXCEEDING 12"BEYOND THE FACE OF THE WALL. THE FOOTING SHALL NOT BE OVER -POURED BEYOND
11.
BLOCKS SHALL BE UNIFORM IN TEXTURE AND COLOR.
THE DESIGNED DIMENSIONS ON THE STREET SIDE OF THE WALL. N : TOP OF FOOTING CAN HAVE A MINIMUM
#5 CONT. BOND BEAM AT MID
PER TRACT N0. 6140 PHASE 5
OF 4 OF COVER IF IRRIGATION LINE IS PLACED BEYOND THE FOOTING.
HEIGHT (4$" MAX SPACING O.C.)
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
6"x$"x16" CONCRETE BLOCK
REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES, BUT
VARIES
NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICA--
EXISTING GRADE -----
TION AHEAD OF THE CONSTRUCTION.
13.
ALL PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND
GRADE VARIES
BRACING OF WALL, SHALL BE PROVIDED BY THE CONTRACTOR,
(6" MIN.)
ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD
N
IS USED.
14.
PRIOR TO INSTALLATION OF ANY SIGNAGE, SUBDIVIDER SHALL SUBMIT
TWO
39
3"X3"X3" CONCRETE BLOCK 3
COPIES OF SUBDIVISION IDENTIFICATION SIGN PLANS TO THE BUILDING
DIRECTOR
CHAIRS SHALL BE USED TO
FOR REVIEW AND APPROVAL PURSUANT TO BMC SECTION 17.60.110 (N). ONE
PLACE FOOTING REBAR
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.
W
ENGINEER'S STATEMENT
THESE PLANS AND SPECIFICATIONS WERE PREPARED OR
UNDER
MY it AND TO THE BEST OF MY KNOWLEDGE AND
BELIEF
AND
CRITERIA
.-`. AND INCLUDE IMPROVEMENT REQUIREMENTS
n *R.
OF ADVISORYOR OTHER REVIEW BOARD.
CORRECTIONSI 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 .. REFLECTED ON CORRECTED PLANS
AND SUBMITTED TO THE CITY ENGINEER.
0
APPROVED BY.- NICOLAS FIDLER, PUBLIC WORKS DIRECTOR
61069
c'�mo
P/L
I REFER TO SECTION DETAIL W_
FOR SIDE
CD V)
U-1
z
{ z
SEALANT TO BE APPLIED
BY WALL CONTRACTOR
FINISHED PAD
FIRST COURSE TO CONSIST OF
UNMOR TARED HEAD JOINTS TO
f ALLOW FOR DRAINAGE
3 EA. #4 BAR 0 $" O.C.
22 „ 4 BAR 0 " O.C.
WALL SECTION 1
THE BEARING OF N 0°5443" 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 NO. 7-1 BK. 61 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
SECTION 24, T.30.S, R.26.E, M.D.M. IN THE CITY OF
LEGEND
BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA.
'
ABBREVIATIONS
FL FLOWLINE
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
m .. r.......e.. � .. +�.
SHEET
LETER
SECTION LINE
Know what's below.
Call before you dig.
Nom' REVIEWED BY: STUART J.
PATTESON, R.C.E. N0. 44898 DATE
ASSISTANT PUBLIC WORKS
DIRECTOR
Q
SHEET NO. INDEX
SHEET TITLE
1.
COVER SHEET
REVIEWED BY: TRAFFIC ENGINEER DATE
2.
WALL PLAN
BENCHMARK.-
OWNER & SUBDIVIDER:
LIST
OF MATERIALS
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
SUMMIT CAPITAL VENTURES, INC.
CENTERLINE INTERSECTION OF BUENA VISTA AND
$701 SWIGERT COURT
BLOCK
WALL LF »os
CALICO STREET.
BAKERSFIELD, CA 93311
CONTACT: GREG BALFANZ
ELEVATION = 348.89' (U.S.G.S. DATUM)
(661) 589-0717
PER TRACT N0. 6140 PHASE 5
BASIS OF BEARINGS:
LEGAL DESCRIPTION:
P/L
I REFER TO SECTION DETAIL W_
FOR SIDE
CD V)
U-1
z
{ z
SEALANT TO BE APPLIED
BY WALL CONTRACTOR
FINISHED PAD
FIRST COURSE TO CONSIST OF
UNMOR TARED HEAD JOINTS TO
f ALLOW FOR DRAINAGE
3 EA. #4 BAR 0 $" O.C.
22 „ 4 BAR 0 " O.C.
WALL SECTION 1
THE BEARING OF N 0°5443" 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 NO. 7-1 BK. 61 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
SECTION 24, T.30.S, R.26.E, M.D.M. IN THE CITY OF
LEGEND
BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA.
'
ABBREVIATIONS
FL FLOWLINE
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
m .. r.......e.. � .. +�.
SHEET
LETER
SECTION LINE
Know what's below.
Call before you dig.
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(STA. 10+64.00 TO STA. 13+33.94)
SCALE: 1" = 50' HORIZONTAL
SCALE: 1" = 5' VERTICAL
P/L
REFER TO SECTION DETAIL
FOR SIDE
#4 In BAR AT 32" O.C.
(CENTERED IN WALL)
GROUT SOLID ALL CA\n"nES--.,,
#5 CONT
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"T"
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REFER TO SECTION DETAIL
FOR SIDE
#4 In BAR AT 32" O.C.
(CENTERED IN WALL)
GROUT SOLID ALL CA\n"nES--.,,
#5 CONT
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FINISHED PAD
SECTION
N.T.S.
rCN SECTION
2 N.T.S.
ACCESS ROAD SUMP
Sol
EASiTING GROUND
Ti_-
SEC11ON
N.T.S.
�,A#x
356
354
352
350
348
346
3"
342
340
3%,
$8
336
334
332
330
x
z: Fz N
< to
x
1 19 U/z1 m
1#1 AN'
#
A It
Alk
MR
s, lip
#
Ilk
A
f%D nr OW LOT/ a
WE
SIT SIDE
A
��O N
7GRADE`_0N
SUMP
Cre
01:
C4
LUTZ m1k, I X" 9 11012 W_'
><
ACCESS ROAD SUMP WA
TER WELL -LTE -
St I
v�
BLOCK WALL
WATER WELL S17E
BLOCK WALL
FINISHED PAD
SECTION
N.T.S.
rCN SECTION
2 N.T.S.
ACCESS ROAD SUMP
Sol
EASiTING GROUND
Ti_-
SEC11ON
N.T.S.
�,A#x
356
354
352
350
348
346
3"
342
340
3%,
$8
336
334
332
330
x
z: Fz N
< to
x
1 19 U/z1 m
1#1 AN'
#
A It
Alk
L61111 ffM
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
11+00 12+00 13+00 13+50
WALL SECTION 1 WALL SECTION 1
WATERWELL EAST SEE SHEET "l SEE SHEET Y
16' WIDE GATE OPENING PER
SCALE 1 * 50" HOR. COB STD. DETAIL D-12
1 " 5" VERT.
356
354
T
MR
#
Ilk
f%D nr OW LOT/ a
WE
SIT SIDE
��O N
7GRADE`_0N
SUMP
Cre
01:
C4
WELL SITE
SID
GM
Ll CNA4P/
9
00
99
OR 4
STRE T SIDE
++
++ +
-0- 1
m
S---0.06%
TOP OF
FOOTING
S=-0.04%
130.8
LF W LL SECTION 1
15.33' U,
-
SEE SH ET "l
@IIIN
III
9
U3•1
C 0)
V-:
0) CD C"
C4 %-V-
99
U
'%e
1-54
-
0-
cn
cwn
Wn WI
146,L52'
LF
WALL SECTION 1
143, 7' LF
ALL SE TION 2
11 m' LF
7.50' Lr 1
EE
HEFT =1
SEE
EET
L61111 ffM
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
11+00 12+00 13+00 13+50
WALL SECTION 1 WALL SECTION 1
WATERWELL EAST SEE SHEET "l SEE SHEET Y
16' WIDE GATE OPENING PER
SCALE 1 * 50" HOR. COB STD. DETAIL D-12
1 " 5" VERT.
356
354
T
MR
#
f%D nr OW LOT/ a
WE
SIT SIDE
��O N
Cre
01:
C4
Uj
9
00
99
OR 4
++
++ +
-0- 1
m
C6
Ir-
tt'zl
130.8
LF W LL SECTION 1
15.33' U,
-
SEE SH ET "l
352
350
348
346
344
342
340
338
336
334
332
330
:no
L
9+7510+00 11+00 WALL SECTION 12+00
SEE SHEET Y 2
MR
#
@IIIN
III