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6 (91) 124.1
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L
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FACE PLATE ASSEMBLY
--------------
E e
0 0
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(•6)
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LOCAL DEPRESSION
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`I s 6 9
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+ o II o LAT "R-3"
-}- I I o v o N 40003'57" W
I o o
L=57.56
Q) o A=40'
B=18"
- - - - PROP R/W C=3.00'
-------- ---- ------ ----- - -
-------------
N
10+00.0 LINER o 15! V PROP. C&G PROP 8" SEWER /
' � I � � � -�I s PROP. MEDIAN s N `T S '
=(586+08.82) MPS L NE 5 A / 6 - /- 78 ' 79
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SHEET 1 OF 2
EE SECTION A -A (CASE A)
1n _
45.00
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18.78
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r
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IOO mm(4')
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-CURB
FLOW NOTE:
AMERICAN PUBLIC WORK -S -ASSOCIATION - SOUTHERN CALIFORN[A CHAPTER
PRoµuLa,TANWOS
•CURB OPENING CATCH BASIN
S:�kimic Ay
P'BUC Y/Or�KS STI1NWgGS INC_
C
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Ens FOR DETAILS NOT SHOWN
MANHOLE IN STREET
307-2
12UWITH•
MJ
SHEET 1 OF 2
EE SECTION A -A (CASE A)
1n _
45.00
2OM l•6I-
18.78
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6 (91) 124.1
15M O 300 mm
22'5 mm 610 mm
3
SECTION B -B
(■4a2•)
•; ,
L
E Ei:^
FACE PLATE ASSEMBLY
--------------
E e
0 0
v N
Y 20MSTREET.
(•6)
GUTTER OR SECTION A- A
LOCAL DEPRESSION
SURFACE CASE B
K
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97
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STRUCTURAL DATA
N
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L f 2 SLOPE �a
WALL AND SLAB DIMENSIONS AND
'u E
.
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REINFORCEWNT REOUIRENENTS
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ru uarz REWRED 1w
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-j 11.0
' -
WALL
rsA') Z:4 .4r1 Iso ...44-) ISO --44'1
B l9') (2411
' 223 mm Glp 1
75 mm
Lo -II.rs .3.3 awl too ..�.-> goo mma-I 14 ®12 p 0. C.
z.o:. rI La -.m) ma wa-3 uo --44•I
iPT10NAL
iPTION!OUGHEL
sa-Irs 3a wail zoo. -44.1 zoo wa•I
,.o .WWI JJ r4•I uo ..+a -s a0 --4t') ■
E
ONS T.
as .url 1.4 .4r) 190 - Wv) 200 ..-u-) i
DINT (TYP.} - •- -
I.1 I CONNECTOR
4 o MM I 3.5 :41r) 1 2oo.-Itti i 250 .M&I
1.2 r4.1 uo wt -t I no .0146-1 0
R%
OPTIONAL
SUBGRADE / `
H P'IPE OR M0-
■
c
t MANHOLE ___...___///
NOLITHI.0
- Lt mW) Iuo.W6.3 200..ia•, c
Q%
CATCH. BASItt
AZo 2.4 more zoo -•In 200..+■a Y
�
SECTION A-
30.n(r) zoo.,4r) zso.dial I
r
CASE A
].S "Or) TOO rY■'1 no wto'1 T D
rQ11 w 1 s .+tr> r . 34 ,r1r) OR a 4 LZ .44.1 scc nloxcT ft&ms
AMERICAN PUBLIC WORK -S -ASSOCIATION - SOUTHERN CALIFORN[A CHAPTER
PRoµuLa,TANWOS
•CURB OPENING CATCH BASIN
S:�kimic Ay
P'BUC Y/Or�KS STI1NWgGS INC_
METRIC
MANHOLE IN STREET
307-2
12UWITH•
REV. lead-
SHEET 1 OF 2
USE= WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
(Rev. 3/29/99)
rn o' vl Qo
ivy
TR. STA. 11(92.04
I
--- -- --- -----,� 'I
W=14 ; V=7.99'
--- -- ------ - --- � ;'" � »R»
i o � 15-f-61.40 LINE
END OF PIPE
CL T.
INT
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_ I � 10+57.11 LAT »R_7» T.. -7"
4
2 OF 2
9.32
B
45' 18'21 "
45.00
35.58
18.78
C
30' 16' 16"
22.50
11.89
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DWG. 0. _3213 PROP. C& � -
-. SH7: 0. 51,_1 - -
2 OF 2
3
END OF PIPE N •00'03'57" W
10+59.63 LAT R-5 A=35 X12
� ;,� � 5 _ END OF PIPE - B=24
PROP. 8 WATER-
`, � W, ►� �, N rYj I I o ` � STR. STA. 12�-7.
604 C-3.O�r
i A PROP R/W � 0;
C=3.69' 7HE'8E RECORD DRAWINGS NA�Tr_ BEEN PREPARED, IN
P1AFiT.ON THE BASIS OF INr•;)I=t11AA
SUMM/T AVENUE B-18" PARK SOUTH
R�ON816LE FOR ANY ERRORS OR OMISSIONS VN'pCH
NNE 80EN TED INTO THE
RD DRAWING' �
TION COMPILED AND
D=30" fUR�M8F1�D BY OTHERS THE ENGINEER WILL NOT BE
LAT. 1R_5»
N 20'01 '49 E
"
L INE R �, II ^ � 'opo g •' L=59.63'
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A=40' RECO
_DIG SLE
REWSION DESCRIP77ON mmm
ME mmmm
ME - mm
ME IME ME
ME mm
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1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERTMErAN ; fffA Fk2l M
ME MEmm
I ,
THE AS
A REBtA.T?MEREOF.
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE W/TH/N TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A
D/L/GENT MANNER, THE CITY. ENG/NEER MAY REQUIRE
REVISIONS TO THE PLANS- TO BR/NG THEM INTO
CONFORMANCE WITH CONDITIONS- -AND STANDARDS /N EFFECT.
CONSTRUCTION NOTES:
LINE TABLE •
LINE BEAR/NG LENGTH
Ll N45603'57"W 18.85
L2 N89056'03 "E 7.76
L3 N4405
NOTES:
I. WHERE THE BASIN IS T0.• BE. CONSTRUCTED •WITHIN THE LIMITS OF EXISTING OR PROPOSED
S.IDEWALK;'OR .IS: CONTIGUQU5 TO SUI ALK. THE TOP SLAB OF THE BASIN MAY BE
PL7URJrD jttT.HE�?: MONQLITFILC VIUTH. THE SLDEyYALK OR SEPARATELY: USING THE SAME CLASS
OF CONCRETE AS'IN; T.HE BASIN: WHEN f.OU.REQ•.MONOLITH ICALL Y, .THE SIDEWALK .SHALL BE
I�ROVIDED;.:W�TH A' WEAKENED PLANE OR -A 25• rtirnt-)-DEEP SAWCUT CONTINUOUSLY AROUND.
-THE EXTERNAL.PEI'WE�TER -OF 714E CATCH BASIN WALLS: INCLUDING ACROSS THE FULL WIDTH
OF T.H-E . S.IDEWALK. 'SURFACE OF -'ALL EXP .-OSED.: CONCRETE SHALL CONFORM IN SLOPE, GRADE.
COLOR. FINISH; AND SCORING- 7O EXISTING• OR 'PROPOSED -CURB AND WALK ADJACENT TO THE
BASIN.
2.. ALL- CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE
.-SHAPED- BY- PLASTERING.
3. FLOOR-OF11AS,1N SHALL BE. GIVEN .A STEEL TROWEL FINISH FLOOR OF MANHOLE CHAMBER
SH,'ALL HANE.A' LONGITUDINAL AND LATERAL. SLOPE' OF• 1:12 MINIMUM AND I: 3 MAXIMUM SLOPE
FLOOR- FROM ALL DIRECTIONS- TO THE OUTLET.
4. CATCH BASIN SHALL BE CASE A UNLESS OTHERWISE SPECIFIED.
5. DIMENSIONS: -
W = 2m(7')
B = 500 mm (201
Y = 600 mm (241
V ='THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE CATCH BASIN AT THE OUTLET = 3.5 m (4.5').
VI = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE -INLET. -NOTED ON THE PROJECT PLANS.
H = NOTED ON THE PROJECT PLANS.
A = THE ANGLE. IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE
AND THE CATCH BASIN* WALL TO WHICH T_HE CONNECTOR -PIPE IS ATTACHED.
6. PLACE CONNECTOR.,P-IPES.AS I.NDI,CATED ON•TFIE PROJECT PLANS. UNLESS. OTHERWISE SPECI-•
FIED, THE:CONNEC:T0R _PIPE'SHAI L:;BE LOCATED AT::THE DOWNSTREAM ENO OF THE BASIN.
WHERE fiHE CONNECTQk°.•P.1PE 1:S .SHOWN AT.A •CORNER:: •THE CENTERLINE OF THE PIPE SHALL
INTERSECT THE 'INSIDE. CORNER.OF .THE, t3ASIN: THt.PIPE MQY •BE -CUT AND TRIMMED AT A
SKEW. NECESSARY TO INSURE 'MINIMUM `80':ma1. t3`) PIPE'EMBEDMENT; ALL AROUND. WITHIN
THE CATCH BASII:N; WALL. ANO '7.5. mm -'_-5 RADI.U.S -OF:-ROUNDING OF STRUCTURE CONCRETE. ALL
ARQUND, ADJACENT•'•TO• PIPE -ENDS. A•MONOL'ITHI'C•.CATCH BASIN CONNECTION SHALL BE USED
TO JOIN THE.CQNNECTOR PIPE.,TO THE CA -.CH IN'WHENEVER .ANGLE 'A' IS LESS THAN 70
DEGREES -OR GREATER THAN' 1. DEGREES; R' WHENEVER THE CONNECTOR PIPE IS LOCATED IN
A CORNER. THE.-.0PTIONA.L'•.USE OF A'MONOL:ITH:IC•.-CATCH BASIN CONNECTION IN -ANY CASE IS
PERMI:TTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTING
-STANDARD LENGTHS OF PIPE.
7. STEPS. SHALL BE.LOCATED AS SHOWN.• IF THE CONNECTOR PIPE. INTERFERES WITH THE STEPS,
THEY SHALL BE L-OCATED: ONTHE FF WALL QF•• THE. -MANHOLE CHAMBER OR THE DOWNSTREAM
WALL OF THE.MANHOLE'.CHAMBER• AND THEJAANHOLE MOVED. DOWNSTREAM 300 mm (12•). STEPS
SHALL BE- SPACED 3OO..mm(I2') APART.. THE TOP 'STEP. SHALL 8E 175' mm(7') -BELOW THE TOP
TO THE MANHOLE AtJb PROJECT• 65 mm(2-1/2'). ALL OTHER STEPS SHALL PROJECT 130 mm (51.
8. DOWELS ARE REOUIRED AT EACH CORNER AND AT 2.1 m(7') ON CENTER (MAXIMUM) ALONG THE
BACKWALL.
9. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
3'08 MONOLITHIC CATCH- BASIN CONNECTION
309• -CATCH BASIN REINFORCEMENT
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
630'610 ir- -(24-) MANHOLE FRAME AND COVER
635 STEEL STEP
I.O. DIMENSIONS. SHAWN -ON THIS PLAN. FOR METRIC AND.ENGLISH UNITS ARE NOT EXACT EQUAL
VALUES. IF -METRIC VALUES A%UjSED,.-ACL 'VAL•,UES. USED FOR CONSTRUCTION SHALL BE
METRIC. VALUES, -.EXCEPT REINFO_?CING •BARS SIZES:IN ENGLISH UNITS USED
BE SUBSTITUTED
'FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION
SHALL BE ENGLISH UNITS.
- AMERICAN PUBUC.WORKS -ASSOCIATION - SOUTHERN ,CALIFORNIA CHAPTER- STANDARD PLAN
...CURB OP•ENIN�G� C�4TC>+I••�3ASIN -WITH METRIC
. :..
MANHOLE. I•N STREET 307-2
SHEET
CURVE TABLE
CURVE DELTA RADIUS LENGTH TANGENT
A 45'00'00 22.50 1767
2 OF 2
THE AS
A REBtA.T?MEREOF.
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE W/TH/N TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A
D/L/GENT MANNER, THE CITY. ENG/NEER MAY REQUIRE
REVISIONS TO THE PLANS- TO BR/NG THEM INTO
CONFORMANCE WITH CONDITIONS- -AND STANDARDS /N EFFECT.
CONSTRUCTION NOTES:
LINE TABLE •
LINE BEAR/NG LENGTH
Ll N45603'57"W 18.85
L2 N89056'03 "E 7.76
L3 N4405
NOTES:
I. WHERE THE BASIN IS T0.• BE. CONSTRUCTED •WITHIN THE LIMITS OF EXISTING OR PROPOSED
S.IDEWALK;'OR .IS: CONTIGUQU5 TO SUI ALK. THE TOP SLAB OF THE BASIN MAY BE
PL7URJrD jttT.HE�?: MONQLITFILC VIUTH. THE SLDEyYALK OR SEPARATELY: USING THE SAME CLASS
OF CONCRETE AS'IN; T.HE BASIN: WHEN f.OU.REQ•.MONOLITH ICALL Y, .THE SIDEWALK .SHALL BE
I�ROVIDED;.:W�TH A' WEAKENED PLANE OR -A 25• rtirnt-)-DEEP SAWCUT CONTINUOUSLY AROUND.
-THE EXTERNAL.PEI'WE�TER -OF 714E CATCH BASIN WALLS: INCLUDING ACROSS THE FULL WIDTH
OF T.H-E . S.IDEWALK. 'SURFACE OF -'ALL EXP .-OSED.: CONCRETE SHALL CONFORM IN SLOPE, GRADE.
COLOR. FINISH; AND SCORING- 7O EXISTING• OR 'PROPOSED -CURB AND WALK ADJACENT TO THE
BASIN.
2.. ALL- CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE
.-SHAPED- BY- PLASTERING.
3. FLOOR-OF11AS,1N SHALL BE. GIVEN .A STEEL TROWEL FINISH FLOOR OF MANHOLE CHAMBER
SH,'ALL HANE.A' LONGITUDINAL AND LATERAL. SLOPE' OF• 1:12 MINIMUM AND I: 3 MAXIMUM SLOPE
FLOOR- FROM ALL DIRECTIONS- TO THE OUTLET.
4. CATCH BASIN SHALL BE CASE A UNLESS OTHERWISE SPECIFIED.
5. DIMENSIONS: -
W = 2m(7')
B = 500 mm (201
Y = 600 mm (241
V ='THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE CATCH BASIN AT THE OUTLET = 3.5 m (4.5').
VI = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE -INLET. -NOTED ON THE PROJECT PLANS.
H = NOTED ON THE PROJECT PLANS.
A = THE ANGLE. IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE
AND THE CATCH BASIN* WALL TO WHICH T_HE CONNECTOR -PIPE IS ATTACHED.
6. PLACE CONNECTOR.,P-IPES.AS I.NDI,CATED ON•TFIE PROJECT PLANS. UNLESS. OTHERWISE SPECI-•
FIED, THE:CONNEC:T0R _PIPE'SHAI L:;BE LOCATED AT::THE DOWNSTREAM ENO OF THE BASIN.
WHERE fiHE CONNECTQk°.•P.1PE 1:S .SHOWN AT.A •CORNER:: •THE CENTERLINE OF THE PIPE SHALL
INTERSECT THE 'INSIDE. CORNER.OF .THE, t3ASIN: THt.PIPE MQY •BE -CUT AND TRIMMED AT A
SKEW. NECESSARY TO INSURE 'MINIMUM `80':ma1. t3`) PIPE'EMBEDMENT; ALL AROUND. WITHIN
THE CATCH BASII:N; WALL. ANO '7.5. mm -'_-5 RADI.U.S -OF:-ROUNDING OF STRUCTURE CONCRETE. ALL
ARQUND, ADJACENT•'•TO• PIPE -ENDS. A•MONOL'ITHI'C•.CATCH BASIN CONNECTION SHALL BE USED
TO JOIN THE.CQNNECTOR PIPE.,TO THE CA -.CH IN'WHENEVER .ANGLE 'A' IS LESS THAN 70
DEGREES -OR GREATER THAN' 1. DEGREES; R' WHENEVER THE CONNECTOR PIPE IS LOCATED IN
A CORNER. THE.-.0PTIONA.L'•.USE OF A'MONOL:ITH:IC•.-CATCH BASIN CONNECTION IN -ANY CASE IS
PERMI:TTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTING
-STANDARD LENGTHS OF PIPE.
7. STEPS. SHALL BE.LOCATED AS SHOWN.• IF THE CONNECTOR PIPE. INTERFERES WITH THE STEPS,
THEY SHALL BE L-OCATED: ONTHE FF WALL QF•• THE. -MANHOLE CHAMBER OR THE DOWNSTREAM
WALL OF THE.MANHOLE'.CHAMBER• AND THEJAANHOLE MOVED. DOWNSTREAM 300 mm (12•). STEPS
SHALL BE- SPACED 3OO..mm(I2') APART.. THE TOP 'STEP. SHALL 8E 175' mm(7') -BELOW THE TOP
TO THE MANHOLE AtJb PROJECT• 65 mm(2-1/2'). ALL OTHER STEPS SHALL PROJECT 130 mm (51.
8. DOWELS ARE REOUIRED AT EACH CORNER AND AT 2.1 m(7') ON CENTER (MAXIMUM) ALONG THE
BACKWALL.
9. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
3'08 MONOLITHIC CATCH- BASIN CONNECTION
309• -CATCH BASIN REINFORCEMENT
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
630'610 ir- -(24-) MANHOLE FRAME AND COVER
635 STEEL STEP
I.O. DIMENSIONS. SHAWN -ON THIS PLAN. FOR METRIC AND.ENGLISH UNITS ARE NOT EXACT EQUAL
VALUES. IF -METRIC VALUES A%UjSED,.-ACL 'VAL•,UES. USED FOR CONSTRUCTION SHALL BE
METRIC. VALUES, -.EXCEPT REINFO_?CING •BARS SIZES:IN ENGLISH UNITS USED
BE SUBSTITUTED
'FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION
SHALL BE ENGLISH UNITS.
- AMERICAN PUBUC.WORKS -ASSOCIATION - SOUTHERN ,CALIFORNIA CHAPTER- STANDARD PLAN
...CURB OP•ENIN�G� C�4TC>+I••�3ASIN -WITH METRIC
. :..
MANHOLE. I•N STREET 307-2
SHEET
CURVE TABLE
CURVE DELTA RADIUS LENGTH TANGENT
A 45'00'00 22.50 1767
2 OF 2
6'03"E 3.97
@--CONSTRUCT 30 " R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN).
4�- CONSTRUCT 24" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN).
&-CONSTRUCT 18" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN).
466 -- CONSTRUCT CATCH BASIN PER A. P. W.A. STD. PLAN 300-2 (W PER PLAN)
09 -CONSTRUCT J.S. PER A.P. W.A. STD. PLAN 331-2 (SEE SHEET 7
11 CONSTRUCT M.H. PER A. P. W.A. STD. PLAN 321-1 (SEE SHEET 8
@- CONSTRUCT BRICK &MORTAR BULKHEAD PER DETAIL SHOWN ON SHEETB
(�Y-
CONSTRUCT CATCH BASIN PER A.P. W.A. STD. PLAN 307-2 (W PER PLAN)
L
�7Q y
CfVi1.
BENCH MARK. - If 8-17 BASS OF BEARINGS.-
CAL
EAR/NGS:CAL TRANS BENCHMARK �fB-17. A
BRASS CAP /N THE CONCRETE BASE OF THE BRG, N089*59'31'E
THE SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE
.343' NORTH OF HIGHLAND, 0.2 M/ WEST AS SHOWN ON TR. N0. .
OF SAN SEVA/NE RD., 2.65 M/ WEST 1:427-1, M.B. 296/7-11.
OF SIERRA AVE.
Fi Fva nnN- if
1428.609 _01 PREPARED IN
Prepared Under The Supervision Of : C/ T Y OF FON TA NA, CALIFORNIA
°OF
AND ASSOCIATES,c STORM DRAIN /MPRO VEMEN T PLAN
DRAWN BY
3 No. 36637 c � 760-A SOUTH ROCHESTER AVENUE Pm PA RKSIDE WAY SCALE
AS SHOWN
;U ONTARIO, CA 91761 �� �s
Exp: 06-30-06 * -PHONE (909) 937-9151 DESIGNED BY L/NE R DA TE:
NOV. 2004
C 1 V 1 APPR D BY G N0.
FGF CAL\FO � ate CHECKED BY.• ORA w/N 4
RCE =-36637 EXP. 6-30-0 3799
WENDELL L. /WA TSURULITY ENG/NEER R. C. E. 51152
DATE 8
J:\126-2023\stolm\sd04.dwo. 5/23/200512:03:15 PM. Emie. EI-nie
. A3
CONSTRUCT CATCH BASIN PER A.P. W.A. STD. PLAN 307-2 (W PER PLAN)
L
�7Q y
CfVi1.
BENCH MARK. - If 8-17 BASS OF BEARINGS.-
CAL
EAR/NGS:CAL TRANS BENCHMARK �fB-17. A
BRASS CAP /N THE CONCRETE BASE OF THE BRG, N089*59'31'E
THE SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE
.343' NORTH OF HIGHLAND, 0.2 M/ WEST AS SHOWN ON TR. N0. .
OF SAN SEVA/NE RD., 2.65 M/ WEST 1:427-1, M.B. 296/7-11.
OF SIERRA AVE.
Fi Fva nnN- if
1428.609 _01 PREPARED IN
Prepared Under The Supervision Of : C/ T Y OF FON TA NA, CALIFORNIA
°OF
AND ASSOCIATES,c STORM DRAIN /MPRO VEMEN T PLAN
DRAWN BY
3 No. 36637 c � 760-A SOUTH ROCHESTER AVENUE Pm PA RKSIDE WAY SCALE
AS SHOWN
;U ONTARIO, CA 91761 �� �s
Exp: 06-30-06 * -PHONE (909) 937-9151 DESIGNED BY L/NE R DA TE:
NOV. 2004
C 1 V 1 APPR D BY G N0.
FGF CAL\FO � ate CHECKED BY.• ORA w/N 4
RCE =-36637 EXP. 6-30-0 3799
WENDELL L. /WA TSURULITY ENG/NEER R. C. E. 51152
DATE 8
J:\126-2023\stolm\sd04.dwo. 5/23/200512:03:15 PM. Emie. EI-nie
. A3
DATE 8
J:\126-2023\stolm\sd04.dwo. 5/23/200512:03:15 PM. Emie. EI-nie
. A3
J:\126-2023\stolm\sd04.dwo. 5/23/200512:03:15 PM. Emie. EI-nie
. A3