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EXISTING f1N1SHED-SURFACE ; .o �a�
SPILLWAY DETAIL EXISTING CATCH BASIN DETAt
_ '� --- PLAN VIEW NTS
11 1712 --- ?a _______i_,
� - A SCALE: 1"=5'
100 YEAR HGL _ -TOP OF BERM=1368.0 29.2'
s ( - - - ' ., -- 1370 1367,01 _
1370 �� _ _ S_. „....-- - ....
16
r se FSFSJ 26' 1.6' 2'
_ y. - '� M _ BASIN I —
_ S=O.O1# rn rn H
Noirr2M - 4 THICK CONCRETE TC HIC CON RET MAT (560-C-3250)
s=D.DD88 - _ — q SPILLWAY SECTION VIEW WITH 6"x s", 1.4 x 1.4 W.W.M.
INSTALL 82,51 LF
6 INCH SEWER LATERAL ' "'m " -Ti- - - `ER! OF 21" R t 1 50-0
5=0.0100 v TMy of"'
j � foo= ' NOT TO SCALE
Yom= 71 fps
--
CrNI — -- INSTALL 293.21 LFl
w 0 2t" RCP 1 X50 1
• 1360 n - --, ,__ _ _ _ _ _n D
0R , m o fr too
17 0 cfs P L FENCE
�R �P a, y - ' INSTALL P9150 t y 7 1 fps ` I /L PER PROPOSEDSEPAVIEWE PLAN & PERMIT
��. D ; ° OF 21" RCP 1500 .
o c‘;_)-4. 0�= 17 O-cfs o R/w
-4- > i lime 7.1 fps 1 1 10 12'
[�z _ 3' 3.6' 6_ 1.4'
j TOP OF BERM ❑ SLOPE
INSTALL 26:90 LF 1378.0 ❑ VARIES
OF 2-12" HDPE 2500-D 2° WIDE \ 0.57
- MIN
BERM \ ❑ 8 6'
Qfoo= 17.0 cfs �_
V 10:8 fps LINE » TOP OF SPILLWAY PROPOSED
1376.21 i '.� am
I SIDEWALK �`''c,
HORS Y=40' �. 1 s��� ��
376, i
10+00 11+00 11+00 VERT: l•= 4' '13*00 14+00 15+00 16+00 17+00 % ,/��/��/��/��/��/� /�\/i/\ \�-\�; AVEC
BOTTOM-1368.0 /\/ 4" THICK CONCRETE MAT (560-C-3250) 61111
* NOTE WITH 6"x 6", 1.4 x 1.4 W.W.M. ��
' /,v/�`i / /.
CONTRACTOR TO VERIFY LOCATION AND
ELEVATION PRIOR TO CONSTRUCTION AND
64' NOTIFY ENGINEER IF DIFFERENT THAN PLAN. 0 SPILLWAY SECTION VIEW
�I 32' 32' 1 - NOT TO SCALE
1
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IF
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I Q� - - O PROPOSED STREET IMPROVEMENT
UNEPLANS PER CITY DWG. NO. 5335
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/
• PROPOSEDISEWERO
c‘iSEE PROFILE ABO PE
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-- _ _ _ _ N NOTES:
CONSTRUCTION
�0 co 3R _ - " N 00'00'12" W r� �
US rn33 m 33 33 _
Cr 0
- Q INSTALL 21" RCP (D-LOAD PER PROFILE)
3. I 0� 0 11 2 3 14Po) ®0 :I.,
17 0 w`�"� CONSTRUCT MANHOLE PIPE TO PIPE PER CITY STD. 3013
[ c � 3waille bING WATER _- z - CONSTRUCT HEADWALL WING TYPE PER CITY STD. 3020
ter.
t y,,..; - _ �� CONSTRUCT TRASH RACK PER CITY STD. 3021
j / l CONSTRUCT GUNITE SPILLWAY PER DETAIL HEREON
[ y , �".... ;' _„ ., EXISTING R W �'
cEXISTING 8" WATER 1 ;f �' v�? CONSTRUCT STANDARD TRENCH REPAIR PER CITY STD. 1008
e.
,- t t JOIN TO EXISL 'C, - _. ��'� 'all /11,18 ( - PROFILE)
' � ® CD-LOAD PER
10+00,00 BC f �`m Mani R W 37,. 91 .. . INSTALL 2 12" HDPE
iCONSTRUCT
_ � PRESSURE MANHOLE SHAFT WITH ECCENTRIC REDUCER PER Cf1Y STD. 3016
I / o NV/GB 0CONSTRUCT UNDERSIDEWALK DRAIN (SIZE 1) PER CITY STD. 3001
SEE EXISTING CATCH PROPOS4'4 IIs ��' ,
i ell [ 1 " BASIN DETAIL HEREON ' o SEE SPILLWAY DETAIL HEREON 0 INSTALL 12" RCP 1350-D
' a INSTALL 100 LB RIP RAP
v ' TRACT BOUNDARY I, "' '; WICAIN
1
€j ^ e, " \
EXISTING SEWER PER 4 • I. d,
CITY DWG. NO. 817
y
z-,
m DETENTIO ' , / . LINE 'Al -
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L�"a BOSkMP :cy,>�' �•� R SEE SHEETS 3 & 4
a y BACKWATER LANE CURVE & LINE TABLE GRAPHIC SCAE
RADIUS DELTA LENGTH TANGENT BEARING 40 0 20 40 80 160
(A> 25.00' 61'38'59" 26.90' 14.92' - t t
F
LINE »C" B _ _ 293.25' - N0001'12"W
C 293.51' NO0'00'12"W (MST)
D 30.00' 89'56'53" 39.25' 29.98' - 'I INS I° A®
E - - 43.77' - N89'56'41"E
N
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Q REV. REVISION DESCRIPTION ENGR. DATE CITY DATE Prepared By: CITY OF FONTAJ CA�ORN 1
2 SHOULD CONSTRUCTION OF REQUIRED Prepared For: BASIS OF BEARINGS: I ;; �R EssioNtitiq
E THE BEARINGS SHOWN HEREON ARE BASED ON THE It' ALLARD ENGINEEFIING STORM DRAIN BV�ROVEA NT PLAN
Diokei)LIE, T
W�ROVFINENis NOT C011NNENCE WITHIN 4- € q� <\
TWO YEARS OF THE DATE OF APPROVAL LENNAR CENTERLINE OF SIERRA AVENUE, PER TRACT 17634, Civil En 'neerin Land Surve 'n Land Plann n 4' �� !9 2
SM.B. 340/72-73, BEING: N 00'00'12" g Surveying g ; ze 10 01 DRAWN BY: TRACT . SCALE
SHOWN HEREON AND CARRIED FORTH INA 16866 Seville Avenue Z AS NOTED
L nrov� nnvmww 980 MONTECITO DRIVE, SUITE 302 BENCHMARK Fontana, California 92335 No. 36052 m
B A/\ DIUG'ENT MANNER, THE CITY ENONEER MAY CORONA, CA 92879 " / DESIGNED BY: I I "C" DATE:
DIAL , TWOAWBEI BEFOREE REQUIRE REVISIONS TO THE PLANS TO 951 817-3545 2 BRASS CAP LOCATED ON THE TOP OF CURB AT n (909) 356-1815 n Fax (909) 356-1795 Exp. 6/30/16 - March, 2016
BEFORE / P DAYS GEQ ( ) THE EASTERLY END OF THE CURB RETURN AT THE /`� (,_(%, /n�/[/ s� CIV1� `P APP's
3 1 4t 9r CHECKED BY: r, DRe4WING NO.: y
i5 YOU DIG BRING THEM INTO CONFORMANCE WITH FAX (951) 817-3650 NE CORNER OF SIERRA AVE, AND MILLER AVE. A .� F Fd/ ,y ,
e YOU DIG Y, ELEVATION: 1364.32 Raymehd 1. Alla d R.C.E. 36052 Date OF CA1 F I rater DATEd •.L2(42_. 5349
o CONDITIONS AND STANDARDS IN EFFECT (expires 6/30/2016) - ,
TOLL FREE 1-800-227 2600P CI NGINEER R.C,E, 51152
p A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT -
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Filename: I:\Inland Construction Gabriella\DWG's\FINAL DESIGN\STORM DRAIN Phase 1 SD TR-18939-1 SHT 02.dwg
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