HomeMy WebLinkAbout591-2 6' PROPERTY
4" 3• 4• LINE 20' PRIVATE 20' PRIVATE
DRAINAGE PROPERTY DRAINAGE
1'-0' 2'-6' 2'-6" J_' r LOT EASEMENT LINE EASEMENT
6"THICK SPLASH WALL W/i4@76' fiIIN � Pi•• 3" 1 3/2' 113 LOT 15' 12' B'
DOWN DRi
TOEFMINATESBE TAERRA(E ORAIIJ I '+� 18" 13 7 11O
P.E. 1B45.0 LOT
1'_6" 2 3"THICK CONE 2,y 112 P.E. 1828.5
i4CONT.TOP G BOT. I I MIN. W/6'x6'-10/10 W.W.M. P.E. 1841.0
L i 12 2y LOT \N
6" S. I 1.5. SO9
�P�• `— ` 1 1/2" 3"cLR. I P.E. 1820.0
6" i4 BARE ON
Z' 12' 8"THICK CONCRETE ANCHORS 8"THICK CONE
3'THICK CONE CONSTRICTED AT TOP.TOE AND ANCHORS (TYP.) PROP. 16" 1.5'
W/6"x6'-10/10 W.WM. 10'O.C.fF GOWN ORAA'S. STORM DRAIN
DOWNDRAIN DETAIL IIIJJJ STORM DRAIN
��ELEV. PROPERTY
PER PLAN 3 LINE SECTION 'A' — 'A' SECTION 'B' — 'B'
TERRACE DRAIN AND NTS LOT NTS
SPLASH WALL DETAIL 106 23' NTS
NTS P.E. 1696.5 PROPERTY 20' PRIVATE 20' PRIVATE
20' PRIVATE LINE
DRAINAGE DRAINAGE DRAINAGE
EASEMENT LOT EASEMENT EASEMENT
9' 11' 102 10, 10,
LOT P.E. 1644.5 PRO TY
2.y 105 L E
P.E. 1682.5
LOT LOT LOT
L 1 5' SOS 13 14
ff PE. 1634.0 PE. 1712.0 P.E. 1712.0
PROP. SB" �_L 1.5' 1.5'
STORM DRAIN �,
lllIIIJJJJJJ (I I) —PROP. 30" 0_PROP. 30"
v STORM DRAIN STORM DRAIN
NTS
SECTION 'C' - 'C' SECTION 'D' - 'D' SECTION 'E' - 'E'
NTS NTS
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LINE
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ACCESS AND DRAINAGE
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CONSTRUCTION NOT j//// \\\i\\\ J CERTIFICATION:
O1 CONSTRUCT UNDER SIDEWALK GRAIN PER RIVERSIDE CO7.-BTD-.NO--302_ \ / / \ 1 / THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE
WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT
Q2 CONSTRUCT TERRACE CRAIN PER DETAIL ON SHEET 2 AND/OR CITY AND STATE LAWS,AND A PERMIT CAN
GRAPHIC SCALE 1 -40' BE ISSUED.
O CONSTRUCT DOWNORAIN PER DETAIL ON SHEET 2
O4 10'x10'x2' (FACING)RIP-RAP SPASH PAD (UNGROUTED) NOTE: ALL SLOPES ARE 2:1 UNLESS NOTED OTHERWISE 40 20 0 40 SO 120 RAYMOND ODONNELL R.CE.NO.26603
NOTE: SEAL—ENGINEER A L B E R T A. BENCHMARK: CITY OF LAKE ELSINORE SHEET NO.
CIVIL ENGINEERS
WORK CONTAINED WITHIN THESE PLANS Ess1 ML22-4-64 eRass DISK SET ON TOP OF IN THE COUNTY OF RIVERSIDE, CALIFORNIA
BB
D = SHALL NOT COMMENCE UNTIL AN 3786 McCRAY ST. CONCRETE POST AT NORTHWEST CORNER
ENCROACHMENT PERMIT AND/OR A ��` 'G,rb A 0 C I A T E S RIVERSIDE CA. 92506 OF WANNER AVE.AND SCHLEISMAN RO.37AN OF TRACT NO. 30789
GRADING PERMIT HAS BEEN ISSUED. a 'I` (909) 686-1070 SCHLEISMAN RD.29.0'W OF HWNTIER AVE. 11.ON
yy ,GIN R>NG CONS;:r OF PP.#72458, SA'S OF A MARKER POST. ROUGH GRADING PLANS
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR i as tsacm /� /'/�A�/a� ELEV=627.504
BEFORE DAYSWBM"EFORE ASSURING THE ACCURACY AND ACCE-11DIY OF THE DESIGN HEREON. �• � �_ y OF 15 SHEETS
YOU DIG - YOU DIG IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR 4 REPARE BY' C58602 SCALE:
rou DIG
1_�_u7_i� DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE ♦3 Or (' R.C.E. NO. FILE NO.
A M1BUC SEVICE By FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS / b�Q H: 1" - 40' V: N/A FOR: W.O. F.B. ��
UNDFADROUND S—E AUBr FOR APPROVAL BY THE COUNTY. ENGINEER CITY DATE EXP. DATE: 12-31-06 K.HOVTUNLW u CAST 02-0230 C,