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6• - PROPERTY
4• 3' 4• LINE 20' PRIVATE PROPERTY PRIVATE
DASEMENT
DRAINAGE DRAINAGE
r-0• 2'-6• z-B• J—' �~ LOT EASEMENT LINE EASEMENT
TO BEICK SPLASH WALL CONST.MEN DOWNXDRAIN16• 6� l*P�•� 3• 3 3/2' 113 13• 7' LOT 15' 12' 8'
TERMINATES AT TERRACE GRAIN I 2'+ __ I-
.EP . 1845.0 LOT 110
1'6
3•THICK CM40 EM 2.1 112 P.E. 1828.5 ,
/4CONT.TOP G 60T. ' I MIN. X/6k6•-10/10 XH1N. -� PE. 1641.0
1z 2I LOT
s• B• 1.5'
109
f 1/2• 6. 3'atR. P.E. 1820.0
2 W BARS ON
12• B•THICK CONCRETE ANCHORS 8•THICK CONCRETE
3•THICK CONCRETE 110'CON D.C.
OF AT DOWN70DRRADS AND ANODRS (TYPJ STORM 1DRAIN 15
X/6"K6'-10/10 W.W.M.
PER�; DOWNDRAIN DETAIL PROPERTY STORM DRAIN €
3 LINE SECTION 'A' - 'A'NTS SECTION 'B' - 'B' -
TERRACE DRAIN AND LOT NTS
SPLASH WALL DETAIL 106 NTS
2 23'
NTS PE. 1696.5 PROPERTY 20' PRIVATE 20' PRIVATE
20' PRIVATE LINE DRAINAGE
EASEMENT LOT DRAINAGE
DRAINAGE EASEMENT EASEMENT
= -
9' 11, 102 19' 11' 9' 10' 10'
LOT P.E. 16445
PROPERTY
l 105 L
P.E. 16825 gl LOT LOT LOT
-15 i01 13 I 14
PE. 1634.0 PE. 1712.01 PE. 1712.0
PROP. SB• 1.5• 1.5'
STORM DRAIN SECTION 'E' ���J\J'E'—
D
)` )' _PROP. 30' `/ PROP. R
�i STORM DRAIN STORM DRAIN
SECTION 'C' - 'C' SECTION 'D' - 'D' -
NTS
NTS NTS
\ YQGNTLINE r I
/ rrrl� 2
DAYLIGF r R-59.50'
RN; - 140 _
i L=3�67' DAYL
OAYLIG,�
\ 1 W RIP RAP.2
M-171.0 \
1
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ACCESS Aro ( FG
tt it
/ ��'... ...��.. DRAINAGE
A TO L
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ASPC
CONSTRUC-MN NO
CONSTRUCT UDETR SIDEWALK GRAIN PER RIVERSIDE C0 STt1-Nfi a / THESE
PLANS HAVE
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE
VEEN
WITH THE APPROPRIATE CONDITION6 of DEVELOPMENT
N AND/OR CITY AND STATE LAWS•AND A PERMIT CAN
Q 0 CONSTRUCT TERRACE DRAIN PER DETAIL ON SHEET 2 BE ISSLED.
a GRAPHIC SCALE 1"=40'
N O3 CONSTRUCT DOXNDRAIN PER DETAIL ON SFEET 2 D
i�i O4 10k10 SQ' (FACING)RIPiUP SPASH PAD (U DUTED) NOTE: ALL SLOPES ARE 21 UNLESS FATED OTHERWISE 40 20 0 40 80 120 RAYM/,D ODO14ELL R.C.E.NO.26603
NOTE: SEAL-ENGINEER A L B E R T A. ERS BENCHMARK: CITY OF LAKE ELSINORE SHEET NO.
�� CIVIL cCRAYENGI T.
WORK CONTAINED WITHIN THESE PLANS t �\TV1T�1/7TtT1;1�11TtS��� fAL22-4-64 BRASS DISK SET ON TOP CR IN THE CO!; TY OF RIVERSIDE, CALIFORNIA
SHALL NOT COMMENCE UNTIL AN y y 1 131NJ1JJ VERB DE CA. 25 CONCRETE POST.AT NORTHWEST CORER �+ I��
ENCROACHMENT PERMIT AND/OR A 14 RIVERSIDE CA. 92506 OF HAMMER AVE.AND SCHLEISMAN FD.37.oN OF fAVT NO. 307$9
- e GRADING PERMIT HAS BEEN ISSUED. ��' ASS C I A T E S (909) 686-1070 SCHLEISMAN ND.29.0'w OF HAMER AVE. ff.ON tJ 1•!
lmc I EN ��� _ EOF LEVP 627.504 l.OS OF A MARKER POST. ROUGH GRADUG PLANS
DIAL TWO wa mNG THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR W 2 X-C
BOOTff DAYS SORIRF ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. OF 15 SHEETS
YOU DIG IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR '? PARED Y: C58602 SCALE:
DURING CONSTRUCTION•THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE bpm, 2_/ R.C.E. NO. 1•_ 4p' N/A FOR: w.D. p.g. FILE NO.
TOLL RiQ A plp�SFVItc By 1-lW-327-SAoo FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS O 3 H; V:
1rxDLxcAomC SE= Auxr FOR APPROVAL BY THE COUNTY. ENGINEER CITY DATE EXP. DATE: 12-31-06 K.HMWOAN F6fA42 02-0230