HomeMy WebLinkAbout3133-4A.B. MILLER HIGH SCHOOL
UI E- (- 0 Q AA 00 100n 01 a_7—F,�
0 01 IDIcrn r-%nQl E- r-% — -z n"
8 VCP SEWER
(FONTANA—JOB NO. 1855)
r_� /ml1AI n-rr-n / 1 t K 1 - � -7-7 1 IN
(FONTANA WATER ' CO'.) (SG,VWD)
. /YWA11101e 4&/.3
1
CONSTRUCT
10" EXTRA STRENGTH
VCP SEWER,
TANGENT
ASTM C700,
D -LOAD 2400
423'
112.60'
CONSTRUCT
SEWER MANHOLE PER
CITY OF FONTANA STD.
2
DETAIL NO.
112, FOUR FEET (4')
INSIDE DIAMETER MANHOLE.
SEE FONTANA STD. DETAIL 114, CASE 2 FOR MANHOLE CHANNELING.
3
CONSTRUCT'
2" AC OVERLAY, TYPE
"A," GRADE AR -4000 1 /2"
MAX MC PER
CHANGE ORDER #1
TELE (PACBELL) 4 STA --00+02.00 IN,
i 1 /OA-1.2KV (OVH) 13.24.4$ WALNUT ST U 240=061 —06
PROPOSED R/W _ Q , 5 REPLACE DAMAGED PAVEMENT 4 1 /2 AC OVER NATIVE.
(DWG. LB 23 #1200) 3 JOIN EXISTING MANHOLE �r� (SCE) (2 2 8 — 2.16 6 —1) 0+00.00 CYPRESS AVE. (JOB NO. 1855)
1003936H
�P'# 41402
��- - PROPOSED R/W
EXISTING R/W 1 OA-12KV ELEC' OVH ,I' 4 STA 01+12.60 EXIST. R/W �'-- FOUND 1" IRON PIPE & TAG LS 4563 FLUSH
/ ( )_ 3 i I 5 ��5 10 VCP 1 1 N 1869657.1170 E 66729758.2445 ELEV. = 1462.12'
- -
END
- 0
,
1
:.I
I
C G .10 VCP
tir s a _ Q
- - - - RESTORE AFTER CONSTRUCTION
I
LPr} ' ; ..F 1;, 1
r _
1 W
•,. • �a ` -,,, f�, [� � - _ _ - 1 -, 1. —_ - w�• _ ...
-
I
I
I
-- --- -- = - - - -_-_ -T CONTRUCT CONNECTION TO EXISTING MH PER DETAIL NO. -- T - -- - - ---- -- - ---T -'- c 4
�i0 Yr_ , - - - - - - - - - -- — --- -- — -
_ _ _ / .. .. -� 7. _'_.. - --- -- T---- ---1=-x-00= -T -- ----- ----- ---T -"�----'---'-----T2+G'9 --- ----T---- ------------------- ------------ - --- - ---- ---------------
T
-- � - � - ! 1, � . r ,.:-, 1 � .. '. f. � t -.. .r./ .,1 .,f .•., , , ...�� '_ - . Yom. --s a-`"'^' -!•"-' 1 - •->.-_ -- -r- - ' _,-?-.._ -t-_"''4-'* �r•: `— - - - •�� I. '__
' c• ,< • • 1' Y { '. r ` t (� 1 . ,j 1 , / , -., '� , , 1 1 ' < Y,•, ,< •, 4 . ly r .r,. , • r . •'I. y
t '., �1'� -L' •,r �.� �'; Ir'• ,I :;. ,• ON PLAN SHEET N0. 3
u LU
' ^
u 1 �1. .. 1 c r 1 <1• rl .r l': 1 .. '1' •i � _1_. - - -:1•: - -
1 •r
k
<
�! t
„
r:
i
r
1 .1-
•/
T.
'
"r
.A•
�a m W
1 r' •r !
't 4
1' , I•
' Ir r 4
K , •Y 1 \ '
!"
_ _rte.__'_`-'— '/
�' -4-
LC)
r
00
t. L c'
S
Asp.
,- la - Q
S
S-
S. ,. r 'R n i' r r
r', I
- •1 a t •It , 1 ''f' ,
Y • 11
•1
,
f ,
--_ . � 1 .r •. .. s •I 4 f , 1 ,a'• , , • < Y '1 ,r , ,Q ' , , , •; 1 u i, ' e:l', - -_ 1- .'� �:%__' __ - —
_ .moi/ �I. + -S ! L t <, I - {{ _,. 1< S' '1 ,:' 1 _ _ 'i.�, - �, -
[ , f.-. .--: I .:., ,• al \, , • , ,Ir , < 1 ar •' , � ,� ,,, 'e' c _ v' !' t � _ - O [InJ(
SMH 11 � '• _ _ _ _ _ _ _
0
1 t R
(�� - , , _ ... .� . +4�'.. .' �,-'-.'� .`n� '. 1 r rr.-•— `kr .•<'--'---r-_•-�-- �- _ - ----- -------- �.r_ _ _ .. --- --_-- _ .r -- — - -- - - - ---- -- - -- - '- Co A4-
Ad
.G/ Y �GL�,�IJ E�Y��iY��,��G
1
-- �!•' ,—Lig' 1- , , , 1 J •, ,, , A,, �i _ - r--- - _-- __ ._ _ --- - -- - E^- E E - _..�E-- - E - - L - ---- _
E E E E E --� r - - E- - - - - - --- - - E E - E O
10*
E E E _ __:_r'- _.�� z,��• E E E E_ E:
E - E _ ---
E E �"" E W
-
G G G G G , , < , E, _' -- - - --- - -- ---- ----- -- -- — -- --- O •��iY1•9��; C� 92335 (�- z� 3SG /v/ �'
1,
s
36052
�-3 6 P 6-30 20 '
,
## - - -
No
1
4
1 1
1
5 _
- > SPA M l J ALL ,�O -,_
_ 1536753 36755 T
1 /OA-12KV ELEC iOVH) - :. , _ = - -- -_
r
_ P # n ��E 305'2 �X� 3 /Z
n r� 11 n -•� z n r_ n' : {,;: {c:� + n �� r n I In \/�p��'z� P
•�" � n c � � - �- P P 15 l Dl � ��qr civ>,t �
Underground Service Alert
lz)ur )
GGII\/ m rr, lrmlul
8 5/8" WATER (JOB NO. 1601—
(FONTANA WATER CO.) (SGVWD)
�I-UIN IAINA—JUIJ INU. -I boy) T,>
6" WATER QGPI.: N; 0
(FO'NTANA `WATER
-'CO.
1 _
SECTION 4216/4217 OF THE GOVERNMENT CODE
REQUIRES A DIG ALERT IDENTIFICATION NUMBER
BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL
BE VALID. Associated Engineers
Call: TOLL FREE 3311 EAST SHELBY STREET ONTARIO, CALIFORNIA 91764
1-800 TEL.: (909) 980-1982 FAX: (909) 941-0891
227-2600
Pi A KI
, 1
1 r�
PLANS. PREPARED BY:
Q� _FEsslo � ` ELIAS A. BUSUEGO, JR. II
'MES G. DYE c� DESIGNED BY: T. R. HOLLIMAN, P.E. DATE: 09/01
N0. C 49004 DRAWN BY: E. A. BUSUEGO, JR. II DATE: 10 01
EXP. 09/31/05 CHECKED BY: T. R. HOLLIMAN, P.E. DATE: 04/02
s CIVIL APPROVED:
�4 A�\�
0
F C
J S G. DYE, P. • RCE# C 49004 DTE
\ 1 •- V 1 \ I J \I \/ \ WTI \ Ij L• 1 . V V ., \ V VjY .. V,
REVISIONS
No. I DATE BY DESCRIPTION APP'D BY DATE
01/28/03 EAB ANNOTATED LIMITS OF AC OVERLAY. TRH 01/28/03
01/28/03 EAB RECORD DRAWING.
4 9/14111 r��f1 �40.OE� �.4sf/.S/OC�- a��� v tl�¢S, .400 A&I F/EGDV 101110' Q • 1.11
BENCH MARK:
SAN BERNARDINO COUNTY BENCH MARK
N0. 616, BRASS CAP IN GAS STATION
PUMP ISLAND SOUTHEAST CORNER
HIGHLAND AVE. AND CITRUS AVE,
ELEVATION = 1510.91
(NOTE: GAS STATION IS ABANDONED)
i
CURVE DATA
CITY OF FONTANA
SOUTH HIGHLAND AVENUE AND JUNIPER AVENUE SEWER SYSTEM IMPROVEMENTS SP -46-01
DRAWN BY: SEWER IMPROVEMENT PLAN SCALE:
11
EAB WALNUT STREET 1 = 40,
DESIGNED BY: FROM CYPRES AYE. TO JUNIPER AVE. DATE:
TRH E "A",- ST . 00" 00.00 TO STA. 6+13.00 11/15/2001
CHECKED BY: PPR EDB . DATE: ! DRAWING NO. 4
/ 3133
CI ENGINEER R.C.E. NO.:i f'Z, 14
PHIS PLAN IS COPYRIGHTED BY ASSOCIATED ENGINEERS, INC. 2001 L:\2001 \01064\DWG\AsBuilt\Sewer4D.dwg
�� 30January2003
RADIUS
LENGTH
TANGENT
q
151506"
423'
112.60'
56.63'
CITY OF FONTANA
SOUTH HIGHLAND AVENUE AND JUNIPER AVENUE SEWER SYSTEM IMPROVEMENTS SP -46-01
DRAWN BY: SEWER IMPROVEMENT PLAN SCALE:
11
EAB WALNUT STREET 1 = 40,
DESIGNED BY: FROM CYPRES AYE. TO JUNIPER AVE. DATE:
TRH E "A",- ST . 00" 00.00 TO STA. 6+13.00 11/15/2001
CHECKED BY: PPR EDB . DATE: ! DRAWING NO. 4
/ 3133
CI ENGINEER R.C.E. NO.:i f'Z, 14
PHIS PLAN IS COPYRIGHTED BY ASSOCIATED ENGINEERS, INC. 2001 L:\2001 \01064\DWG\AsBuilt\Sewer4D.dwg
�� 30January2003