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I. I Const 60.25 LFA 18" rCP (D-2300 COo•m Const 7 .04 Lr 18" RC' (b 200s)
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({20,7.5 Inv) i_
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11+00 10+00 11+00 CAUTION
�+ _ _ DOUBLE VERTICAL SCALE
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V\ v X11 i Onsite Storm Drain by Separate v v
\ \ \ \ V v v y i Bldg Dept Permit c',--,', v
\ VA VA v v \ Delta=46.03'09" W�9+79s3 � v 1a, CC3 \f3:1:_j_=_____:__
STORM DRAIN CONSTRUCTION NOTES:
I \ ud'''\ \ \\ Lngth=18.08 ' N �p+63 98E `a _ 31 Protect Existing Improvements (As Indicated).
I \\ ti� \ Tangent=9.56 U �� -_------- " -
\ \ �'- 4.65 SG - --- 32 Furnish and Install 18 RCP (D Load per Profile). Pipe Bedding
\ \. Cp� N , 17 42 ►nv ----- and Trench Backfill Shall Be Per City of Fontana Std. 1008.
; _I �� \\ m `,�t,�=\ -- - NN 33 Connect New 18" RCP to Exist Manhole wth Concrete Collar &
\ \ \ ® ;%. \ eats --- o- _ — Rebar Per Detail Hereon. Core into Manhole Structure to
\ \_ v w, LATE�AL A \ o iveway improve`_(• - ; , ; - — - _ Provide 18" Join Profile Elevation and Utilize Manhole Rebar as
,��3VA \ \�AAv ® :�. SideSheeEs03r & 4 -- � - --��/ \ \ \\ Indicated.
tiA1 \\ \ �' ;� per EX�stace �� 34Remove by Sawcut and Reconstruct Interfering Portions of Existing
I c \ �; = `� w, V v R W N Careo \ N NQ- ✓� s;+. O Median Curb per City of Fontana Std 1000. Match Existing Top
s \ _ =., V ' _ 0 _ �— jr
of Curbs to Join.
Exist 51"Iv izz
\ \� ..0 4 p, ® RCP w _ `„ DW9• 15 �� 35Restore Landscaping and Irrigation System, Including Valves, Meters,
\�` . �� Sto , 9 _ gC lateral seF (C►tY and Appurtenances Disturbed by Storm Drain Construction.
- ,'_� � _—� 10+45� �, N � _ �.� � Cp _ __ _ -
N ;*
- \-- 3,,,,,‘ ,
I N 5� Remove b Sawcut and Restore AC Pavement with 6" AC over
r\2x\ / \\ ' '.-- 14583� 20 \ ;- —�JExis i • _ " >,��0 36 Compacted Backfill. See City of Fontana Std 1008 for Additional
� i' \ fr � '�`��( Requirements. Note the Minimum Trench Re air Width Shown on
�� - \ -'' ® r yp �� Maditict7�►�` ( '��, sP� Plan is Subject to Change Pending Actual Field Conditions. Trench
- w Median Sheet 2\ '' _ c am- Detail s TJ M M - Repair Width Changes Must be Approved by the Public Works
\ 8 /��� q. '' per ssM ---- Ins ector Prior to Re air.
N 4' R = P ac. �� �F c ter, Exist 8" Stl �6 J p PN� / \\ a 110+28`Int L pyo°n\�25� o' ® � • } ',D Water CVWD) _ M ------ -
\ . EXistin9 Media �� M J --- 37Adjust Storm Drain Manhole Rim and Cover to Grade.
w v1?\ — 504.00.0:f� Storm / \ \�� e 4-A ' 's ———
a,.n \'�_ \ Exp dace to �'"e/ - /' \ r �\ + `� -� �''- O Remove b Sawcut and Reconstruct Interferin Portions of Existin• \ N \ �• ,� _ raverr►ent - \ 38 Y 9 g
\ Ca • CbdoGttCity of Fontana Std 1000. Match Existing Top
�F 0
\ _, ---- / '`<� .N M �dewa► O _- - of Curb and Flow Line to Join.
_____--,---_
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* de _,\
•66 l'A
), _______ 6
o _
, _
/f� 1 (7,-,,,,, ,, \ { .t\ C�
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\ ___
� H � � i �� i / / \ ������A �\ IA. Sia ��9�� EC
0 Late� 8 _ __ '� -%�
cr 96• J NA s - \'�\ Inside Face of �' PIPs
8 ,_ - ,\,,\ _ \ 7 .r.'t
/ \ \ 004 Qy 4.32, 9 e��-, -_-----=----- - - -- ►, / Existing Manhole�„*.: V Lateral A or
• ���7 � � 1. }_ �d 110+0 C Latera � \
6
- - - N ! ' \ \-- Structure .' Lateral B
_ `��, •_ •bg �F S1 + 3.9 M 2 — Per Plan
c `AI
' __--
(--,\,-, \ V`�e \ ��T� M De1to� ,45�D \ R - c r . to
G; / �� (; dills _ 1 — _ — n cry \\\ ``
� \ ? \� Ts �\ `� -a 35.8iiiiirn _ C3 A �� - . ,A ��
. / „. / �0 \ ist �en9th�18.91 � 4551� _ _- - N ` `' u� / Provide 3 clearanceC� r'� \ iii / J ��A� Ex Face ent- 122 g8 ► __ ) _ A /� Or as required for :?y I I • t
\ \ ,-) ,�\ 1 � F Carb E� jon9 := 1219• _ � _ m . / _�..
\ \ \ °� M /\ ——— _ : �l 0 site Storm y �� _ reinforcement bar * i'' ,i • •
�_ 1\ v.a , ,, y v _ _(Drain b S orate
\\
o \ n S
\ i radii (Typical) /
F �� — \ — = \ Bldg rept PBrcr�it �� yp i`� Concrete collar
4't•V\ ��o mss, \ � �� \ �� \ ��s—A — 1 ,� ��
\ �, s��� \ — — E -� SFS Cut pipe flush�� 4 bor hoops (Min.
11/0t),„ '>\\ � � (,��,� M I _— _ ,— F� ���. \>!==�✓� �0� with face of . ' � 4 hoops)
5( e � 4A\ VA ��v4\� — y 7 — _ _— _1"...--- —.i
— � ��� 7 '77 \� V �� ° u-, wall for C.M.P.
-*:1,,__ \ /'r� �� r,����\/ � _ \\ �' �� VA �/� VA \\ v or A.C.P. pipe .:. � o• Min.'4
�t4 bars @ 18" o.c.
,neo �� , voi \ V\ �� 'M \ _� —_ —— V �., �..�
\ \ \ .� �. p ( bars)
X13 ,„...._i__, �� \ �LoA \\�=�`� A _ , - \
X�2 h\\ / M \\ '/ _ \\ ` _ \ \ `v/ \ \ �� ^ -OF d R.0 P, pipe �l2 Bend horizontal vertical wall
\ /� as shown
R� Q/�,� _�,� \ _ -`'� '�� \�� - V N >' I ••: reinforcement into Concrete collar
\\ + �`/e� \\ _ V / CN ‘.-11.--
o ro \V v ��� � � • . and as shown
ter' S Pl. \ \ C+' '�6 • :'+. ,
�v / \v _ A\ __ �\ _ _ � ��� �� �� v \ \� Note; 20 0 20 40 80 Exp z •31 0 �, ii
\ \ _ s ; �_ R/� \ \ \ Stationing is Centerline Street Stationing Unless Noted ,►
vv ,- v , - vv \ Otherwise. Manhole nn i
M - _ —�7 \s .C„t. Co ect on_Deta�l
---->-------- -----
N� y y T vv vv ��� \ \/ v v v �' ORIGINAL SCALE: 1"=20' CAUF No Scale v
ALE SHOULD CONSTRUCTION OF THE REQUIRED CITY OF FONTANA, CALIFORNIA
Do Plans Prepared By : 0FEss/o ,, ,,
n IMPROVEMENTS NOT COMMENCE WITHIN TWO <,(/. .:.:- E• "4� STORM DRAIN IMPROVEMENTS — LINE F
0 1-
`� YEARS OF THE DATE OF APPROVAL SHOWN HEREON
'� Nolan Consulting, Inc � � m DRAWN BY: SCALE:
DIAL �� AND CARRIED FORTH IN A DILIGENT MANNER, THE 26901 Camino de Estrella, Suite D " RCE 52646 K. Nolan WEST LIBERTY PARKWAY As Shown
BEFORE \' ' I k'\ DAYSBEFORE * Exp. 12/31/08
Capistrano
/ DESIGNED BY: S l• 1 1 , + 5 DATE:
YOU DIG Y� YOU DIG CITY ENGINEER MAY REQUIRE REVISIONS TO THE Ca istrano Beach, California 92624 J
K. Nolan Mar 2007
/� PLANS TO BRING THEM INTO CONFORMANCE WITH .....
Ph: 949.240.7555 fax: 949.240.0755 `PT CIV►k \P Date : ' O
TOIL FREE - -800-227-2600 Q R. Copp n a.Ar4( I►�I�� 5 K• -� N Engineering / 9 r7 / DAT
' En ineerin and Project Management aA��E� CHECKED BY: "ROVE DRAWING NO.: 6
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. KELLY E. NOLAN R.C.E. 52646 O� 4248
K. Nolan CITY ENGINEER R.C.E. 511 2 l 6
/
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