HomeMy WebLinkAbout4314-68>�1
,
_ VERT: I " = 4'
2+00 1+00 1+00 2+00 1+00 2+00 3+00
-ST. STA. 1 1+08. 50, 9. 77' RT (� I NT (BEECH AVE) ST. STA. 11 +21.00, 9.58' RT �_ INT (BEECH AVE)
LEGEND =STA. 1+00.00 CE INT LAT GI =STA. 1+00. 00 Z INT LAT G2
82 STA. I +02. 50 STA. I +02. 50 CURVE DATA
-------= EXISTING STORM DRAIN PIPE BEGIN 18" RCP BEGIN 18" RCP 82
LATERAL GI - LATERAL G2
- PROPOSED STORM DRAIN PIPE ss ''
ST STA I I + 18 00 52 00 IT lFONTA"'�` I`�
No.
Q
R
L
T
OA
300 00' 00"
45. 00'
23. 56'
12. 06'
I
EXISTING CATCH BASIN 85 � CB (BEECH AVE) P J {} I � ST. STA. 1 1 +28. 25 40. 00' LT
85
W=28.0 V=8.0 TC=969.09 CB (BEECH AVE)
I 70 I IW=28.
-
0 PROPOSED CATCH BASIN - - I W-28.0 V=10. 0 TC --
969. 40
STA 1+30.44
1 +30. 44
= -- - - - 70 END 18" RCP
STA. 1 +6 1.75/ I _ +--_____ 61 LAT -RAL G2
END 18" RCP - -;� - ST. STA. 209+19. 40, 58. 00' LT
PP 44089170E 12KV PP "406 _I,: 12KV LATERAL GI L_' ` i u \ CB (JURUPA AVE) 85 =
T PP .39164E 12KV PP 1*4089163E 12KV
-- PP "408916.9 _ , , TELEPHONE U/G
SCk. ':ADEI_.PJIM (SCE) (ADE(_PHIA) -� c - =- - �40891�7� !; 60 78 �1 I 60 W-28.0 V=3. 94 TC=97 1.22 / PS E)4p8916PHiA2K4 (SCF 41ELFHIr) (SCE) (ADELPHIA)
\ (SCE RISER ------ --- - 1 -- (SBC) --
+, t
' �n
l F
Ti
1 M=969. 7
61I 1NV=96.8'
O - _ -�
V � I 4" OU stip 60
' `'° b' fy1r i � �OHL
,
' 1 f
N `F�r'rAN iM=971.42 - ;: i - - STA 1+98. NRw 12" NRw
I
1� 0 --- w - _ - INV -96n. 7; �`- _ END 24 ' RC r R A (FONTANA)
-- v _ _ i,# `� 61 +9 P FON ANA. JU UP AVENUE ,---
_ -. ....... r. a . --
_ . _ _ - I - . - _ _ -- - --- ---- -- -- -
(O N -- :NRw--- --NRw--- --NRw--- ---- , f + � :� -- r -t �►T�RAL G3 W w w- - -w -- -- _ w- w w ---w-----
- Jrt4, NRYV--- - _NRW----fJRdfU7T- -NRW----- ----NRW r. r Ft Nr
_. - - --
. � � < a0 ._ -- --NRW---- --NRW------- f�W--- --NRW--- --NRW-- . -_..- -- --NRW -- --NRW---- --NRW--- - -----NRW- N Ci
N -S
Q ---- _____ _.-r __ - s - _ _--- -- - - - -- --_ _.. -S
-- --------
II-_-
`W\-------------------------------------------------------i-------------------- --=--------- - 4tg
_ _ --I _ Q
_�
---
2v3 _ - -------------------------- --------------- ---- ---------------------- --------
V) s -- --s - 2 4 --- --- --�--- - -- _- -- --- ----- -- ----- ----- -------1 rA�aa; -- - - i
_ - S S
(D -- TtLEPHONE �It 21�EWER (CMWu, >S_,. . -- I - n -'
iNER$ -..,r r : R�ANHor 208 20�' 2I0i ,- W
_... - x 'a7I.68 -- I.,NHOLE_ 42"SSS i W
t a 1 (SBC) n - F�?OM "REf OR --=- __ __- -_ _ R 1 M- 969.59 I I -
W W ti_ N ,tilt W4' -ER �` VV :964.48 I ' I NV=953. 29 ' I
V ;::..m
.. _._�:: - EWER MH _ N S I 1
W Z - S - - ESL R I M=970.7 0 I 96(( w. ( r1 ;; W �/i
I
FUIL
5�
I V
-
Z LU
G - - - -- - G ----+
J - - - -- - G E _ i G - G -- --- - - - -
r _ - -•-.. ,. � '\` 3 "moi- S � I -�_ -----�-- '� - ---- - - - G - - G
_ !GAS) ..-__ _,_-m,_..�..-.. �-_,�- � ; � I -- - G - - - - - -----_ - - - � -- J W
- _ - -- S 4, " I ? �I I ,f- � �a
V - - --- --- w �-- - w w � W - _ - z N Nt - w I { I W W; 2
_ _
-- - w
-- , - W , - _ r - w ------ ---- - w --- -- -- w w w w w w --- -- - w w w - - - - w --
__- _E STLT c3/ C3 _ N
Q ff -
__.___ _E --� its ST[ T 5 L
- - _ _ ._ 'V I S T
/ T -
c SEWER MH j € \.. \.
RIM=967.62 12KV U/G S - __.
SEWc_R MH �, �Y1fs-__ r F_
_n- _. ._„68.4: . -- >iKV UL/ -G .' «-- _ .. _ =y _ T � j. B INV=964.81
2 _ (SCE) RIM=968. 4� --} - S ` _ .. __-__ _ - - " _ - ti__. I M -976H 14
12KV /4• _z..?x..yy._...._ _. 9- `? _ S4NER.._�fli ------ -
I E W 1 N V= 95 8. 14 I -- S' GA E t I K V C� y.. j T_,.. i NN -965 . 2 4---
I __
t
2 1 " I N E SEWER MH ' ::: VAL ES/ ( CE,' I I I IN GN (SCE) STA. 1 03. 00 RIM=974 83
+ c 421" EW -
21" OUT W RIM=971. 1�a - -- --- -.`�n i iF` ii �__-_...-�� = _
I NV 964 ,�
I NV =968. ! 12" NE I I I
BEGIN 24 RCP 1
I NV=963. 5� 24" IN NE 1 !
I I
LATERAL G3 '�-'
I
fx
1 �
R
INV=962.30'24"-1f�r € 3t}T-----<�----..... � ;8„ RC 1
I
CONSTRUCTION NOTES SEWER MH V I ! S I I (FONT` � N --_..� i - ;-----
,r
REMOVAL NOTES
i
� II
ONr.[Aj�7(-
? NV=961. 99
21' IN E. I I r
OUT f �` � I _- -- ST. STA 208+ 17. 75 38 50' LT � INT (JURUPA AVE) �
60 REMOVE EXISTING PIPE z1 sur W I jam; ; 9I I 1
70 CONSTRUCT 18" RCP (D -LOAD) PER PROFILE ❑ SUB STRUCTOR 1 =ST. STA. 10+38.53, 1 0. 00' RT LC INT (BEECH AVE) 1-1
(IEI.IA) I i i I
7 I CONSTRUCT 24" RCP (D -LOAD) PER PROFILE 61 i REMOVE EXISTING STRUCTURE j i R I I' ( I I =STA. 1+00.00 CL INT LAT G3
SEWER MH / l ' WE.,IH I I I l i WATER
RIM -971 . 54 R I 97 . i l , I (FONTANA WATER)
78 CONSTRUCT ABANDONMENT SEAL PER SPPWC STD. N0. 381 - I 2"' IN2N53 'j, IN =96 .53 Q RECOWID 0"WIN&
�, 36,.. INN
21„ OUT W / 2- 4" AUT W i I � ''1
82 INSTALL PIPE TO PIPE JUNCTION STRUCTURE /SEW MH
R I M__g 97 1. 2 ° �I I
PER SPPWC STD. N0. 332- I 1NV=963.0 lido I�
2-24" IN
85 CONSTRUCT CURB INLET STRUCTURE PER 24" >uT w ! , '' W SCALE IN FEET
CITY OF FONTANA STD. PLAN NO. 3004 I I II
91 CONSTRUCT MH STRUCTURE PER SPPWC STD. NO. 322-1 04 0 40 80 120
REV. REVISION DESCRIPTION DATE ENGR. I CITY DATE I I Prepared Under The Supery I s l on Of CITY O F F O N TA N A ("Al I F O R N I A
HDR ENGINEERING, INC
2280 MARKET STREET, SUITE 100
RIVERSIDE, CA. 92501
(951) 320-7300
\\ora-filsrvOl \ustnproj\200093\003\project_drawings\drainage\200093il4.dgn
TOLL FREE -qqmmw- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
I RFcaRD DQAWING
12/12/2007 2:51:42 PM DFLTUSER
liq
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.
It E
�!' 2 OFESS 1
JURUPA AVENUE STREET IMPROVEMENTS
3�
L� WILLIAM Z DRAWN BY: MM DRAINAGE &UTILITY PLAN SCALE: I "
No. 5715 =40'
DUNG
m
Exp. 9-30-09 DESIGNED BY: DATE:
�IVI� a\ BJS STA 202+40 TO STA 214+40 12/5/2007
�4 'Teo F c NOS ' � CHECKED BY: APPROVED BY: , DRAWNG NO.: 68
Date: 12i5i07 WFY�- �'�l/`� �.t-� 4314
CITY ENGINEER R.C.E. 51152 DATE: 247