HomeMy WebLinkAbout3119-80 BARS
75 mm (3') OG ---
IOM(•3) TIE BAR-
4-20M(•6). E BARS r t
975 mm (3' -3') LONG.
SEE NOTE 2 --
D BARS
75 mm (3') Cc.
SEE NOTE 9
m
EDGES TO BE
RUJNDED TO
B 1 75 mm (31 R
R=ID OF SPUR
Cl
OPTIONAL OUTSIDE
EDGE OF CONCRETE
"C
I IOM,•3) TIE BAR BARSBARS 900 mn
) LONG
-
3-ISM(•4) J BARS 1.4 m (4'-0')
(4'-8') LONG 75 mm(3') OC
CON' T.AOD' L. BARS 150 mr" DETAIL "N"
OF MANHOLE. SEE NOTE 2 (6') OC TO INSIDE EDGE (RINGS AND COVER NOT SHOWN)
�F-
PLAN (SEE NOTE 1)
N! OI-PIPE SEAT LLVEL,
.x ( SEE NOTE 8
E F-
O of
u. E BARS
1 75 mm
I I (31 R'
II D BARS p o
U41wnj 77004.) 1 P
�I GRADE POINTS,
SEE NOTE 4 - L�
SECTION B -B
CONCRETE RINGS
(SHAFT NOT SHOWN)
MANHOLE PIPE TO PIPE MAIN LINE
--MANHOLE FRAME
STREET
AND COVER PER
GRADE
STO. PLAN 630
610 mm (24')
MANHOLE SHAFT
125 mm x 50 mn
PER
(5'x2')
PLAN32D4-_._
PIPE SEAT SIH
900 mm (3' -0')-- --_
== -E BARS
13'-0') LONG
TIE BARS
STEPS
PAVED
��
4-20M(•6) E BARSr `
TIE BAR
STREETS -
125 mm (5*)-` F.
�1� -J BARS
--
ROUND EDGES
_.�='F
TO 75 mm (3') R--
SPRING LINE
15M(04) O 450 mm
`-INLET
(18') OC BOTH `-
ELEVATION
WAYS TO BE U`:ED
APPLIES AT
WHEN Dz IS 1500 mm
i; THIS POINT
(60') OR OVER-----
Tf.
SECTION A -A
N! OI-PIPE SEAT LLVEL,
.x ( SEE NOTE 8
E F-
O of
u. E BARS
1 75 mm
I I (31 R'
II D BARS p o
U41wnj 77004.) 1 P
�I GRADE POINTS,
SEE NOTE 4 - L�
SECTION B -B
CONCRETE RINGS
WWOORKSS ANBDARDDS INC..
PUBLIC
MANHOLE PIPE TO PIPE MAIN LINE
STANDARDMETRIC PLAN
PER STD.
ID=900 mm 36" OR LARGER
320-1
/-STREET GRADE
PLAN 324
-,
STATION
125 mm x 25 mm (5'xl•)
125 mm x 50 mm (5'x
L_ 4-(5W#4) H
. /
RING SEAT
OMIT THIS
STEP IN
13'-0') LONG
(3') OC CONTINUE
H BARS
PAVED
��
4-20M(•6) E BARSr `
o^ SEE TABLE
STREETS -
v
Np VARIABLE
OR •4 O 18') OC
-
25
ISO mm
H BARS- '
CTATIf)M OT Nt
V
150 mm (69- '"
Z4
E BARS
400 mm (I6') FOR
4,1
30
IOM(03 OR 04)
PAVED STREETS,
650 mm (2'-2') FOR /
F
16 )'
\�
TIE BARS
UNPAVED STREETS
J BARS
�- ROUND
EDGES
TO 75 mm
(3')R
SECTION
C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
WWOORKSS ANBDARDDS INC..
PUBLIC
MANHOLE PIPE TO PIPE MAIN LINE
STANDARDMETRIC PLAN
°REENeooW2 TEE
,mss
ID=900 mm 36" OR LARGER
320-1
REV. 1096
SHEET i OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
3 -15M(•4) J BARS.
1.4 m (4'-8') LONG,
1-4
75 mm (31 OC CONTINUE
F DI F
ADDITIONAL BARS
-
150 mm 161 OC TO INSIDE
r
EDGE OF MANHOLE
,- /
STATION
ti
125 mm x 50 mm (5'x
L_ 4-(5W#4) H
2') PIPE SEAT
BARS 900 mm
3-D BARS. 75 mm
13'-0') LONG
(3') OC CONTINUE
DETAIL "N"
150 mm (6') OC p�
(RINGS ANO COVER NOT SHOWN)
4-20M(•6) E BARSr `
SEE NOTE 2
SEE NOTE 3
IOM O 450 mm (•3
OR •4 O 18') OC
-
TIE BARS
A BI B BARS
CTATIf)M OT Nt
V
F
TI
BR
D2 I F
PLAN
(SHAFT NOT SHOWN)
SECTION G -G
OMIT THIS STEP IN
PAVED STREETS
H BAR
150 mm (61
400 mm (161 FOR PAVED
STREETS. 650 mm (2'-2'
FOR UNPAVED STREETS -
150 mm (6•
TIE BARS -f
- ROUND TO 75 mm (3') R
1.2 In OPTIONAL
OPTIONAL FILLET
(4'-O•) OUTSIDE
EDGE OF
PURLSTANDARDS C WORKS SARDS INC .
CONCRETE
METRIC
r
/B
Ct ?c
✓� r� -� SPUR
SHEET 1 OF 4
-150 mm (6•)
L_ 4-(5W#4) H
BARS 900 mm
ANY STANDARD
13'-0') LONG
PIPE JOINT
DETAIL "N"
4(F
(RINGS ANO COVER NOT SHOWN)
SEE NOTE 2
�R
�
5
-R = I 0
OF SPUR i
WITH A MAX.
OF 1050 mm
13'-6.1
MANHOLE
SHAFT
PER STD.
PLAN 324
STEPS
g
1
25 mm x 50
(5'x2')
PIPE SEAT---
ELEV. S
STREET
GRADE
-MANHOLE FRAME
- AND COVER PER
W STD. PLAN 630
J
m
D BARS
L TIE BARS
N �T F BARS
/ \TIE BARS
A BARS 1 125 mm
ELEV. R
L
<s
AB BARS
15M O 450 mm (•4 O 181
OC BOTH WAYS. TO BE
15M O 450 mm (04 O 18') OC USED WHEN 8 IS 1500 mm
BOTH WAYS, TO BE USED (60') OR MORE
WHEN D2 IS 1500 mm (60")
OR MORE
SECTION N -M -P -O
CONCRETE RINGS PER
STD. PLAN 324
125 mm
i (5') STREET GRADE
L" 125 mm x 25 mm (5" x I-)
^ RING SEAT
I� m
rn t
--150 mm (6')
H BAR
0
- VARIABLE
E BARS
TIE BARS
MF F J BARS
ROUND
EDGES TO
5 mm
SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED 6VTHE
MANHOLE PIPE TO PIPE
STANDARD PLAN
PURLSTANDARDS C WORKS SARDS INC .
SHEET 3 OF 4
METRIC
GREENa°199 M' TEE
LARGE SIDE INLET
322-1
REV 1996
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
PRIME BENCH MARK: I SECONDARY BENCH MARK:
CITY OF FONTANA B.M. 581 SOUTH EAST CORNER JURUPA AVE.
RAILROAD SPIKE IN EASTERLY & MULBERRY AVE.; SET CHIS.
FACE OF POWER POLE NO. 674320 E AVE.; SET CHIS. " " ® BCR;
64.0'S/0 JURUPA AVE
AT THE NORTHWEST CORNER OF & 36.2 E/0 MULBERRY AVE.
JURUPA AVENUE AND MULBERRY AVENUE
ELEV. = 918.40 ELEV. = 915.775
TABLE OF VALUES FOR M (SEE NOTE 1)
SECTIONPAVED STREET UNPAVED STREET
MAX. MIN. MAX` �6_m_-
N.A-A 867 mm (2'-10 i/2'} 1 (3' -6•)C -C 282 mm (II°1 217 mm (8 (/2') 410 mm (16') (IS•)
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
MANHOLE PIPE TO PIPE MAIN LINEMETRIC
ID=900 mm 36" OR LARGER 320-1
SHEET 2 OF 4
I--- (L SHAFT
E 125 mm x 50 mm (5' x2')
E PIPE SEAT
0i\,i u- 0 BARS
D BARS In
ROUND EDGES 1)4111 TO 75 mm (3')JR 1p00 mm _q 17EL
ELEVATION zz_cH
LONGITUDINAL SECTION
TABLE OF8AR-5-SIZES
Da OR 8 A98 00 F
500 mm (12')-975 mm ISN O 75 mm 05 O 3' ISM O ISO mm 1.4 O 6')
1050 mm (42•)-2100 mm (64') M 75 mm (•6 O ') ISMO 150 mm V5 O 6')
m - • M m •
TABLEW NOTE ZY
SECTIONMAXPAVED S REET UNPAVED STREET
. MIN. MAX. MIN.
N -M -P -O 6 mm t2'- / 1060 mm 3'-6')
C -C 282 mm 111') 17 mm (8 1/2'1 410 mm (I6') 380 mm 059
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
METRIC
MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1
SHEET 2 OF 4
TOLL FREE -q"mm'- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. REVISION DESCRIPTION DATE I ENGR. CITY DATE
3 RECORD ORAWIII 3/18/03 H•A 1;'60•
NO TES
I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 867 mm (2'-10 1/21 FOR PAVED STREETS OR 1060 mm (3'-6') FOR UN-
"AVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND
DETAIL 'N'. SHAF r FOR ANY DEPTH OF MtNHOLE MAY BE CONSTRUCTED
PER SECTION C -C. WHEN DIAMETER DI IS 1200 mm (481 OR LESS, CENTER
OF SHAFT MAY BE LOC,' TED PER NOTE 2.
2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF
STORM DRAIN WHEN DIAMETER DI IS 1200 mm (48") OR LESS. IN WHICH CASE
PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 450 WITH CENTER LINE
AND OMIT J BARS.
3. L AND P SHALL HAVE THt FOLLOWING VAI UES UNLESS OTHERWISE SHOWN
JN THE PROJECT DRAWINGS:
A. D2=2400 mm (96.) OR LESS, L=1.7 m (5'-6"l. P=130 mm (5")
B. D2 OVER 2100 mm (96'), L=1.8 m (6'-0'). P=210 mm (8")
L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE
ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS
SHALL BE CONTINUED 150 mm (6") OC.
4. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER
LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND
REFER TO THE PROLONGED INVERT GRADE LINES,
5, REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300 (ASTM A 615.
GRADE 40), AND SHALL TERMINATE 40 mm (I 1/2') CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERWISE SHOWN.
6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE,
7. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION
EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY
BE PLACED AT SPRING LINE.
8. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A
LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F
SHOWN ON TABLE SH. 2.
9. D BARS SHALL BE 15M(04) FOR D2=975 mm(39') OR LESS. 15M(#5) FOR
D2 =1050 mm (42') TO 2100 mm (84') INCLUSIVE AND 20M(@6) FOR
D2=2250 mm (90') OR OVER.
10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT
SPRING LINE UNLESS OTHERWISE SHOWN.
II. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE
SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (14') TO 375 mm (15') OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE INVERT.
12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
A. MAIN LINE = 900 mm (36') INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN
LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (36") TO 1050 mm (42')
INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33') OR
LESS STANDARD PLAN 321 SHALL BE USED
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
320 - 1
SHEET 3 OF 4
MANHOLE PIPE TO PIPE MAIN LINE
ID=900 mm 36" OR LARGER
NOTES
I. VALUES FOR A. B. C. DI. D2, ELEVATION R AND ELEVATION S ARE
SHOWN ON TP,E PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE
WALL OF STKUCTURE.
2. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 867 mm (2'-10 1/2") FOR PAVED STREETS OR 1060 mm (3'-6') FOR
UNPAVED STREETS. CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND
DETAIL "N'. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED
PER SECTION C -C. WHEN DIAMETER D( IS 1200 mm (48') OR LESS. CENTER
OF SHAFT MAY BE LOCATED PER NOTE 3.
3. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF
STORM DRAIN WHEN DIAMETCR DI IS 1200 mm(48') OR LESS, IN WHICH
CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH
CENTER LINE.
4. LENGTH OF MANHOLE MAY BE INCREASED AT OPTION TO MEET PIPE ENDS.
BUT ANY CHANGE IN LOCATION OF SPUR MUST BE APPROVED BY THE
ENGINEER.
5. P SHALL BE 125 mm (5') FOR D2=2400 mm (96') OR LESS AND 200 mm (81)
FOR D2 OVER 2400 mm (96').
6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615.
GRADE 40), AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERWISE SHOWN.
7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
8. BODY OF MANHOLE SHAL_ BE POURED IN ONE CONTINUOUS OPERATION
EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY
MAY BE PLACED AT SPRING LINE.
9. THICKNESS OF THE DECK SHAL.- VARY WHEN NECESSARY TO PROVIDE A
LEVEL SEAT BUT SHALL NOT 3E LESS THAN THE TABULAR VALUES OF
F SHOWN ON TABLE. SH. I.
10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE. SHAFT SHALL BE
LOCATED ON SIDE RECEIVING THE SMALLER LATERAL.
11. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm 041 TO 375 mm 05') OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24") ABOVE THE INVERT.
12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
A. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN 320 IS INADE-
QUATE. MAIN LINE = 900 mm (36') INSIDE DIAMETER OR LARGER.
B. LATERAL = 300 mm (12") TO 3600 mm (144') INSIDE DIAMETER: HOWEVER,
THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF
THE MAIN LINE.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
METRIC
322-1
-
SHEET 3 OF 4
' .� - , iR.. .. , , .NECORD
: -. � `. "': -4, � •. _ � e'I 'i1. ,. "�'..gyp
THI S NC -w6 , ING . ?" ;
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
K I. ,>q�,y Fy�
i z �
* R.C.E. NO. 43293
J'l, Exp. 3-31-04 Q
��oF\cIIIV
OF C A\_\F
B. THE OUTSIDE DIAME-ER OF THE LATERAL MUST BE LESS THAN OR
EQUAL TO 1/2 THE ..;SIDE DIAMETER OF THE MAIN LINE. IF THE
UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT
THE SAME, THE GOVERNING INSIDE DIAM-TER OF -HE MAIN LINE
SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER
_INE OF TP: LATERAL ENTERS THE'MAN
HOLE.
C. IN NO INSTANCE SHALL THE INSIDt �I :;METER OF 'HE LATERAL TO
THE MANHOLE BE GREATER THAN 750 mm (30')..
13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD DLAN 630
UNLESS OTHERWISE SHOWN.
f4. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 32-4 _jNLESS
OTHERWISE SHOWN,
15. WHERE A MANHOLE SHAFT - 900 mm (36') WITHOUT REDa::__ S SPECIFIED
REFER TO STANDARD PLAN 326.
16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIF.DUCER IS
SPECIFIED REFER TO STANDARD PLAN 328.
17, WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36') W(OU. REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 329.
18. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENG,,SH UNITS ARE NOT
EXACT EQUAL VALUES, IF METRIC VALUES ARE USED. ALL VALUES USED
FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BAR
IFZE GES LISHJNGLISH UNITS UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION BE SUBSTITUTED FOR METRIC ZHLL
BE ENGLISH UNITS.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 900 mm (361) WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT 914 mm (361 WITHOUT REDUCER
630 610 mm (24') MANHOLE FRAME AND COVER
633 914 mm (361) MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
MANHOLE PIPE TO PIPE MAIN LINE
ID=900 mm 36" OR LARGER
STANDARD PLAN
METRIC
320-1
SHEET 4OF4
13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630
UNLESS OTHERWISE SHOWN.
14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN.
15, WHERE A MANHOLE SHAFT - 900 mm (36") WITHOUT REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 326.
16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 328.
17, WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36") WITHOUT IS
SPECIFIED REFER TO STANDARD PLAN 329.
18. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE
NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES
USED FOR CONSTRUCTION SHALL BE METRIC VA''_UES, EXCEPT REINFORCING
BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES.
IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL
BE ENGLISH UNITS.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT - 914 mm (361 WITHOUT
REDUCER
630 610 mm (24") MANHOLE FRAME AND COVER
633 914 mm (361 MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
METRIC
MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1
SHEET 40F4
Last Update: 4/9/02
2007SD-CITYB.dwg
ThieneS Engineering, 11K. CITY OF FONTANA, CALIFORNIA
EL7tCML ENG/NEERWG • LAND SURVFKNG
16800 VALLEY VIEW AVENUE
o M/RAAq CA/JFORNu 90638 JURUPA AVENUE STORM DRAIN
PH(i14,WI-4811 F0(714JS21-417 DRAWN BY:
SCALE: VERT. 1" = 4'
Prt; red Under The Supervision Of : BW/AN DETAILS HORIZ. 1" = 40'
DESIGNED BY: DATE:
BW5/01 /02
�/u-� ate : ✓r' / (JZ CHECKED BY: APPRO 5" BY: DRAWING NO.:
m.IIII8
HAIDOOK 1. AGHAI RCE NO. 43293 HIA 3119
CITY ENGINEER R -c F .91199 DATE' f1