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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 yLZGNT LINE f _ r�r r r DA1T_ /� /R=5� ,A_14B'S506 s \ L-134.67 DA1•L - � 1 OAYL IG4Y LINE 1 ID1 RIP RAP.2 LA t ' SOD"171A USLu Lu Al ACCESS AND DRAINAGE Ly 4 �9 :AREA TO/ Lij lij 60 - u !Y -40,7Cti37 51 DA INE rAl 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,