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931 LF. LESS THAN 4' COVER `,,a
PROPOSED
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-1 . f _. .i .._ I. _._ EXISTING GRADE �- ,
GRADE\ 0.89 COVER
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I �- 2.32' COVER ■ S.D. LAT "5'3"
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! * CONTRACTOR SHALL VERIFY LOCATION ' 4'x1' R.C.B.
I AND ELEVATION OF EXISTING 144" M.W.D. �- 0 1s8' COVER M s FIRE
WATER PRIOR TO CONSTRUCTION _ - s00 803+51.60
_ 10" FIRE STA. 802+86.28 ■ 1003.09 TOP
1 O O 0 - STA. 802+76.43 0.50 CLEAR _ - -- 0.50' CLEAR
0.50 CLEAR - 4- - 1 O O 0
2.32' COVER _
i. _..i PROPOSED _ S.D.-
LAT "5'2" 0.96 COVER 6" FIRE - - - - w
EXISTING GRADE _ 4x1 R.C.B. STA. 799+86.28 _ _ - - _ _ _ - _ warn _ STA. 798+07.754111
' 0.50 CLEAR - - - 3
I ! DE _ - 2.71' COVER 998.19 TOP _ - 3 o�
996.11 BOT. ■ - 00 0 •' 30
6" FIRE 0.50 CLEAR_ _ - _ -The- - cNo 30_ +��
__ 3.18' COVER STA. 796+86.28 1 _- - _ - - - 3 +m•t.- o��
0.50 CLEAR _ - - _ - d o. • 0O
2.08' COVER 3.32' COVER " - - _ - - 3 • 3 L. c ACV a o
S.D. LAT Al 0 6 FIRE w co o �o •¢ . w�.
5 x 1.25 R.C.B. STA. 793+86.28 - - - - Q CO 3 n- + (I)
STA 792+26.27 _ - - _ - - *
10 FIRE3 co�o o• �d
L�0.50 CLEAR --- o: + oo-ttoo
993.06 TOP STA 792+85.05 _ _ - _ - 1- ,�,o a,>�M o) *
990.73 BOT. 0.50 CLEAR - - - - 3 r--
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0.50' CLEAR ■ - _ - ao o �� ¢ rn
990 __ _ _ - - -- -
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_ � t PROFILE SCALE:
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#_.._ - �- _ � f �._ HORIZ
792+00 793+00 794+00 795+00 796+00 797+00 798+00 799+00 800+00 801 +00 802+00 803+00 804+00
P A I B I C I D I E I F I G I_ N _ I J I K L
- STREET RIGHT-OE-MY
ECUAL TO 1 .' r- r- PRFECTIVE sue
- CO/ER(TM.) /
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� EXISTING PIPELINE --
\ 21
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LENGTH OF
PROTECTIVE SUB
3
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/6' YIN // FINISHED WINCE
t1 i THERM INSULATION PER ASTM C-5'8-95 1 -
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COVER
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@ PUCE ON
UNDISTURBED - TCE 0,FOOT/NG
Q GRUM BOTTOM FILE
RE/WO CLEMENT
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yy� xSECTION B
`1i METROPOLITAN FORCE CONSTRUCTION
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�� I I I 0 20 40 80 120
M.W.D. PIPE PROTECTIVE SLAB DETAIL
PROVIDED IF NECESSARY SCALE:1"=40'
�� Last Update:3/26/15
WD11 ' 8-36C371179 0:\3200-3299\3212\STORM DRAIN\3212SD-05.dwg
Du , QROFEss/pN4, Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
`Q SHOULD CONSTRUCTION OF THE REQUIRED F Thieves Engineering Inc.IMPROVEMENTS NOT COMMENCE WITHIN TWO ST ti g g STORM DRAIN PLAN
(e(----,„„
F Ci CII4L ENG/NEER/NG • LAND SURVD ING
r YEARS OF THE DATE OF APPROVAL SHOWN HEREON ���, 14349 FIRESTONE BOULEVARD DRAWN BY: SCALE:
L4 MlR40A, ca1/FORNL4 90638 POPLAR AVENUE
DIAL
Villki
� - AND CARRIED FORTH IN A DILIGENT MANNER, THE * R.C.E. NO. 561555 * PH.(714)521-4811 FAX(714)521-4173 RH AS SHOWN
TWO WORKING NG DESIGNED BY: EXISTING 144 M.W.D.
BEFORE titi
1► DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE ip ,. 12-31-16 Q �-= DATE:
YOU DIG W WA R
YOU DIG PLANS TO BRING THEM INTO CONFORMANCE WITH 9�F CSV��' OQ� Date : `I' CHECKER
TOLL FREE 1-800-227-2600
F A P;,/ ED%BY:,doe DRAWING NO.:
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. F CA�� REINHARD STENZ L RCE N0. 56155 DATE: �•l� 55228 5
RCS CITY ENGINEER R.C.E. 51152 55