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SECTION B-6
,-CilZCUI.AR DRAINAGE GRATE
JL.Ate Na A-12ooAI-HAW5A
FDRY. Co. oR APP'VO, E4uly.
10'� �-- 3f-6" *-" �- IOf/
SECTION A—A
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9 COILS I,4''9
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'nib GAIN. STEEL
cv l STEPS CAST '�•
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3-1J ' 1•---- 36" DIA.
36'x24' ECCENTRIC CONE
nd edges DETAIL
JUNCTION STRUCTURE
14.7.5,
GENERAL NOTES
1, 5TEP5 SHALL 13E 3/q.' RDUND, GALVANIZED STEEL AND ANCHORED NOT I-EeO THAN G" IN THE WALLS
DF THE STRUCTURES ANP 5HALL, PROJECT A 1AIN. OF 4 `FROM POINT OF EMBeDMENT. UNLET
01HERYIl15E SHOWN , 5TEP5 5HALL tiE PL.AcED 1 �4" ON CENTER. THE LOWE57 5TEP 5vw-L-- N -OT
SE M09E THAN 2'AHOVE THE 1-15066 AT THE 5(DE OF MANHOLE FLooR.
2. REINF09CIN6 STEEL. 5HALL C3� 44 BAR -32 MF0RMED2 STRAIGHT PAR -5 I %' CLEAR FRoMI
FACE OF WNCSZETE .
3. FLOOR OF MANHOLE 5HAL-L BE 5`CEEL• TROWELED,
4. RINGS RF-PUC69) AND PIPE FOR AGCE55 SH AFT 5HALL BE SEATED I N ):e MORTAR
AMID HEATI-Y POINTE(? OR WIPES iN✓1u SHAFT.
5. LE1249 SHAD -1✓ E5E SLOPfr12 AT 2" PER i=co-:
CONSTiPI/CT/ON NOTES
O/�� CATCH BAS/N P6'P DETA/L ON sNT. 3
2 �— ✓UNcr/ON .5'7�P!/cmPE PER OET</iL 5 oN S.yT 2
OF TffESE 'PLANS
114%
w �O N0.
n
cc 25609 a
12/31/89
OlV\L
OF
CITY OF FONTANA, CALIFORNIA
Na. .BEY/s/o,�j e/s 4A 7-,-A: �Ty OA 7-Z PUBLIC WORKS DEPARTMENT
DRAWN BY STORM DRAIN PLANS SCALE
2 CH�IN�E'o IV072F /5" �/a gg �� S 2 88 • DESIGNED
HORIZ.: 111=- 40'
/ 2 3186-L AIRWAY AVENUE COSTA MESA, CALIFORNIA 92626-4675 714) 641-8777 DESIGNED 8 VERT: I"= 4'
Avv�d ✓l�NGT 5T1�Uc7UfZE D�T�1/G /B 88 R J S /s BS c KW QQ�� p
CQNGE,0 ELE11s ON 1/NC '',t1-" //0/", R J s 2460198 CIVIL ENGINEERING LAND PLANNING LAND SURVEYING TRACTS 1.3081 1 & 1 3 O O 1 — � DATE:
CHECKED BY
PREPARED UNDER THE SUPERVISION OF: RCI, NO -V.' 198T- ,.
��..� G JOB NO. DR. NO. SHT NO.
R Aw 7 APPROVED
02 -
ERT C . I M SANDE R, c . E. 2 5 6 0 9 , DATE CITY ENGINEER R.C.E. 18932 lzl7zl OF..
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FG.
3' -0
TOX.
Concrete
rings
81 reductr
4, &7'
1011
1
1. Rod.
�- �.1 Imo+ I -2� t � T
- 3"red
All steel reinforcement -_I 1
-i/ 2" 0 4.. o. c.
�--- Rod.: 1. D. d spurSTA
• �aD
/station
tvat,on
Els�vatan
SECTION B-6
,-CilZCUI.AR DRAINAGE GRATE
JL.Ate Na A-12ooAI-HAW5A
FDRY. Co. oR APP'VO, E4uly.
10'� �-- 3f-6" *-" �- IOf/
SECTION A—A
214" D i
9 COILS I,4''9
_,' 4-;,��" Q LONG17
N 4 - V �4u •�
'nib GAIN. STEEL
cv l STEPS CAST '�•
I 5'{ -
eii
3-1J ' 1•---- 36" DIA.
36'x24' ECCENTRIC CONE
nd edges DETAIL
JUNCTION STRUCTURE
14.7.5,
GENERAL NOTES
1, 5TEP5 SHALL 13E 3/q.' RDUND, GALVANIZED STEEL AND ANCHORED NOT I-EeO THAN G" IN THE WALLS
DF THE STRUCTURES ANP 5HALL, PROJECT A 1AIN. OF 4 `FROM POINT OF EMBeDMENT. UNLET
01HERYIl15E SHOWN , 5TEP5 5HALL tiE PL.AcED 1 �4" ON CENTER. THE LOWE57 5TEP 5vw-L-- N -OT
SE M09E THAN 2'AHOVE THE 1-15066 AT THE 5(DE OF MANHOLE FLooR.
2. REINF09CIN6 STEEL. 5HALL C3� 44 BAR -32 MF0RMED2 STRAIGHT PAR -5 I %' CLEAR FRoMI
FACE OF WNCSZETE .
3. FLOOR OF MANHOLE 5HAL-L BE 5`CEEL• TROWELED,
4. RINGS RF-PUC69) AND PIPE FOR AGCE55 SH AFT 5HALL BE SEATED I N ):e MORTAR
AMID HEATI-Y POINTE(? OR WIPES iN✓1u SHAFT.
5. LE1249 SHAD -1✓ E5E SLOPfr12 AT 2" PER i=co-:
CONSTiPI/CT/ON NOTES
O/�� CATCH BAS/N P6'P DETA/L ON sNT. 3
2 �— ✓UNcr/ON .5'7�P!/cmPE PER OET</iL 5 oN S.yT 2
OF TffESE 'PLANS
114%
w �O N0.
n
cc 25609 a
12/31/89
OlV\L
OF
CITY OF FONTANA, CALIFORNIA
Na. .BEY/s/o,�j e/s 4A 7-,-A: �Ty OA 7-Z PUBLIC WORKS DEPARTMENT
DRAWN BY STORM DRAIN PLANS SCALE
2 CH�IN�E'o IV072F /5" �/a gg �� S 2 88 • DESIGNED
HORIZ.: 111=- 40'
/ 2 3186-L AIRWAY AVENUE COSTA MESA, CALIFORNIA 92626-4675 714) 641-8777 DESIGNED 8 VERT: I"= 4'
Avv�d ✓l�NGT 5T1�Uc7UfZE D�T�1/G /B 88 R J S /s BS c KW QQ�� p
CQNGE,0 ELE11s ON 1/NC '',t1-" //0/", R J s 2460198 CIVIL ENGINEERING LAND PLANNING LAND SURVEYING TRACTS 1.3081 1 & 1 3 O O 1 — � DATE:
CHECKED BY
PREPARED UNDER THE SUPERVISION OF: RCI, NO -V.' 198T- ,.
��..� G JOB NO. DR. NO. SHT NO.
R Aw 7 APPROVED
02 -
ERT C . I M SANDE R, c . E. 2 5 6 0 9 , DATE CITY ENGINEER R.C.E. 18932 lzl7zl OF..