HomeMy WebLinkAbout591-14 #1 pi�
FF
3L 010c
--Ipli!JFP—:�FS104� �-L—f\ I V
XIST- z I
E GR
I I I I I All
I I I Nv 1 4�7"11A56 z
PROPEXIST—
GRO
PF I ORA
+—E�I&T--I;RO
X I 0— -30 B"SEWE
REMOVAL_ �NIJ I H Alf/
it
M7 X.
I ATER
all" EWER
4
8- ioo= 6.bCFS
V,00E 3 1 io FPS
Ar I Eq I I I I I
io 3 CF$
�rt LLi
T__
4 x
Jg
IN
k I PAI I
35 _F
.. 1 9-4W �271 F OFSOS!'C 'A'4
A,
v F_. t--Il A r� I I
3-9.05)0 vi Oz:3-,.i FOS 1 1
Is 1
Cm 3TF L U_tAXJ -4-11
PROFILE SCALES
HORIZ. I"=40'
II I' i
VERT. i"=B'
+
10 11 12 13 9 10 11 12
ILINE B
SPACE
ti
LATERAL A—il
Al
K
21 EXIST- Q\
B4
ca
Yo
"Al
L
N84*01'04'E 229.,
BASIN13 21
CONC
18�
346.
—Ins 04' 2
TA— T 271 CONSTRUCTION NOTES
@ coNsTRucT CATCH BASIN PER CO.SM.300 WITH GUTTER DEPRE.PER GO.SM.311
@ CONSTRUCT 30'RCP (D=IWO)
@ CONSTRUCT 24-RCP CLASS IV 1, If
@ CONSTRUCT MANHOLE NOA PER RCFC.STD.MH 261 A 5ui LT
iB CONSTRUCT CONCRETE COLLAR PER RCFC SM.W03 l6At y4epi
@ CONSTRUCT BASIN OUTLET STRUCTURE PER DETAIL.ON SHEET J5 CERTIFICATION:
STORM DRAIM LIME A REMOVE AND RECONSTRUCT PORTION EXIST.30-RCP STORM DRAIM LIME B
THESE PLANS HAVE BEEN NCE
WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT
GRAPHIC SCALE 1 -40 AND/OR CITY AND STATE LAWS,AND A PERMIT CAN
BE ISSUED.
If 1
40 20 0 40 80 120
RAYMOND DIDONNELL R.C.E.NO.26603
NOTE: SEAL-ENGINEER A L 8 E R T A. CIVIL ENGINEERS BENCHMARK: CITY OF LAKE ELSINORE SHEET NO.
WORK CONTAINED WITHIN THESE PLANS
D �� 1111 3786 McCRAY ST. K-22-4-64 BRASS DISK SET ON TOP OF IN THE COUNTY OF RIVERSIDE. CALIFORNIA
SHALL NOT COMMENCE UNTIL AN r WITUMB CONCRE
ENCROACHMENT PERMIT AND/OR A RIVERSIDE CA. 92506 OF HA TE POST AT NORTHWEST CORNER
GRADING PERMIT HAS BEEN ISSUED. MINER AVE.AND SCHLEISMAN AD.37.0'N OF TRACT NO. 30789
A S S 0 C CONSMT (909) 686-1070 SCHLEISMAN RD.29.0'W OF HAMNER AVE. il.074 STORM DRAIM LINE A & LINE B
OF PP.#7245B, 1.0'S OF A MAWER POST.
THE PRIVATEENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR 12/03 PAP I REALIGN McVID(M AM FIETAININS WAU, REVISE PAD OC wo 16 ELEV 627.504
TWO WORKRIG AS
BEFORE DAYS BEFORE ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. OF 15 SHEETS
YOU IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL R EUEVa FEVISE SKFS 8, 1Q, I]. la G 146;-Z%Wj SCALE:
DIG YOU DIG RESPONSIBLE L DATE BY MARK APPR. DATE PREPARED C58602
DURING CONSTRUCTION.THE PRIVATE ENGINEER SHALL BE RE ON IBOE 3 R.C.E. NO. �FILE NO.
"a PEE A PUBUC SENILE V FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS DIZ H: i" - 40' V: 1'-4- FaEagI W.O. _0230
UNDERGROUND SERVICE AIERL FOR APPROVAL BY THE COUNTY. CITY DATE EXP. DATE: 12-31-06 K.FWNAtdAN Da