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I I SEE SHEET 5 / / -... �1 { r SD CL INTER' o+t��,� �1292c17 S,L'W BTOP PL PA C I ]f� FF-1311.00.... t -.. h ,. +28.86 LINE'D 1 yo - PAD EL1310.17 io oo.00 uNE D tc " 10ki1.1 LI 'D i FORIPROFI9LE... / ...._.. .. - - 2........... ' i ...._. _.._.. _____ J B 1 __ ',Wr4' :`SEE SHEET B ''. i "� '.-.' •. C=3.89',D-30.E 2.84',L-3.18' ° - I CB H7 , g " ELEV.R=1299.09,ELEV.5 1297.93 I. 1 : S 1 0 , ' jlo ( f -77 X1 1 PL : I 9 E __, g .. ............... . ................ ._ 7^� "��FOR PROFILE" L� 'l �c . ................................................................... '9+7215 LINE'D'- / SEE SHEET 29 L� Gl ...._.. .. ... .............. ...... _ .0 I D i Q t S1 1 1293 1. G , : , :, ....; ,; i : : : +, `'•. m 1291.1'97SEW BOP��.� PL m - ..._�H7 40 A 3 . . N 5' � 65 D2 4 0. .2 3 2' E.R 1 EL. 295.0'� L . ........ 3 jj........ _ ......._� WATE X I / I 1303.58 WAT BOT �._.. R NI �,........... .., 3+�.46 I W 15 6+26.29 1297.60 SO TOP SJ I 15 1300.64 WAT BOT MH No.2 11 1309 6 ` 2 q LINE "D" s I 17 7 4 I I \ g LINE '9 LINE 15 MH No 2, I? GRADE FOR PROFILE ii - 1 K• SEE SHEET 30 i__. I SD CL INTER ;,, ti 0 1 14+40.00 LINE'C'= ;; .. i SHEET 8 '13REE V i < FOR PROFILE �. "-SEE EET 2 '+\o I1 . `f DRAINAGE EASEMENT 10+00.00 LINE'C-9' JS No.2,A-55',B-18', . 7 TO THE CITY OF LAKE 3 -:_� e I ....... .... _...._... 15' 15, ..„l".... t; ELSINORE PER PM 32369 C-4.31',D=42"..E 2.82.L4.75' UTILITY AND ACCESS EASEMENT ._ S f : : ELEV.R=1293.40,ELEV.5=1293.39 """"" --. 3 .` S T ........................... ... ........... PRIVATELY SD CL INTER 14 €€ -' :1308 ..... �� PER PM32369 E :. MAINTAINED. 10+ ,4 LINE'C'= .. 10+00.00 LINE'C 1' + .3 FL N12 .18 („ r ,MH No.4,A=30 B=24', WAT BOT 30 EWER IN' _- 1 i,i[ 99i C=8.24',Dt=42',02=42' : 16. 1297.43 SD TOP 1293.37 SD BOT 10+00.00 EL.R 1291.75,EL.S=1291.73 11 LINE "C° 12" 13 _ - - 4 .15 129017 SEW TOP LINE ::C:: tt CFC&WC ! 11 : 1 24.84 Li '"C 9: PROFILE 2.42"RC 2.�G•*3'183 -8 - E17 i SEE SHEET 26o. rJi � rT AINE0 LINE C 1 I W X-IN �13.+37��001 5 J r�f`i.��� J �' N .'I 'SEE SHEET 27I 73pZ PL ITY t r 1299.29 WAT BOT ........... I (C FOR PROFILE ` i 1 5.36 SO TOP ..... ..... 21 SEE SHEET 27. ..._.�. 29 �.. .._.W......._....._ ...._ i ................ PL .....�: ,.. :.....�.................:• __'_^,. CID I _ 17 ....................................... .. FIL T-1 .8o '', I ..... p t �f 5 1a ' I 1L w w '• � W - W ., r 'f < , 2 LINE RO-4" s � .....L..:?.... FILE ........._ 6` \'y06......... C FOR PRO ............ N a x x �� . 7 , ... � SEE SHEET 27... ....0_ .. �� ___ \� 1 PLUG.ry I : W N� m ccktl i c.. m_ __._._.............................................................. \, L.... N z m ....... 18...18+92.91 W 7J ��� 17 ............................... S No. N r 1 :' J ( ..... .._.....: vH,W W Zx �L '' W 73p5 : ' -j II - , 1s WZ -�FEaCS: OR PROFILE'....... 0 /: C) SHEET W i' \ a. BREAK _.. ......� (` )/ G `i ` LINE ./ LINE GRADE 2. r / - -- rrI t 3 J l � : , _ i ........ .............................. ..... ... PAD EL 1304 67 �' FF 1305.50Hi • i� : - - - i (: 2.5% t i _. e € .. .._. i i' 1- I o CONSTRUCTION NOTES (THIS SHEET) - ............... _ B -- .r AWING JS 227 :: ' :-: ,`;.,. a 37 O7 CONSTRUCT JUNCTION STRUCTURE N0.2 PER RCFC&WCD STANDARD DR _.. ig ...._ 2 PLACE 10"ADS N-12 HOPE PIPE,OR APPROVED EQUAL _ w 'I 5 CONSTRUCT CURB INLET CATCH BASIN PER COUNTY OF RIVERSIDE STANDARD DRAWING NO.300 ........,: O a O7 PLACE 18"RCP PER PLAN SEE SHEET 9 c © PLACE 24"RCP PER PLANIm N Z O O9 PLACE 30"RCP PER PLAN 0 t0 PLACE 36"RCP PER PLAN N D7 v 11 PLACE 42"RCP PER PLAN m i o, C 14 CONSTRUCT MANHOLE NO.4 PER RCFC&WCD STANDARD DRAWING MH 254 0 15 CONSTRUCT MANHOLE NO.2 PER RCFC&WCD STANDARD DRAWING MH 252 c) 17 CONSTRUCT 8"BRICK & MORTAR PLUG 0 18 CONSTRUCT JUNCTION STRUCTURE NO.4 PER RCFC&WCD STANDARD DRAWING JS 229 o 0. 0 PLACE 15"ADS N-12 HOPE PIPE,OR APPROVED EQUAL SEE SHEET 31 FOR STORM DRAIN DATA _ CAUTION! LOCATION OF EXISTING UTILITIES ON © so s o ao so so v THESE PLANS ARE APPROXIMATE AND 21 CONSTRUCT STORMWATER TREATMENT UNIT COS PSWC40-40 PER DETAIL SHEET 4 i -No SHALL BE VERIFIED BY CONTRACTOR © REMOVE PLUG & JOIN EXISTING GRAPHIC SCALE 1"- 30' o PRIOR TO CONSTRUCTION. D �c SEAL y1**oz UNAUTHORIZED CHANGES v o REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR CITY O F LAKE E L S I N O R E S" a L +M BENCH MARK; COMPLIANCE WITH THE APPROPRIATE QPOFESSipW4< �T ci Y M CITY OF LAKE ELSINORE BM B-95-56 DIG ALERT RICK L'1VG RING COMPANY CAUTIOSIBLE ENGINEER PREPARING THESE PLANS WILL NOT BE CONDITIONS OF DEVELOPMENT AND/OR +"y RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE GRADING PLANS OF E o o DESCRIPTION: CHISELED SQUARE CITY AND STATE LAWS.AND HAVE BEEN BARRY J. COWAN ti s,o Axe as D. rnww: min PLANS,ALL CHANGES TO THESE PLANS MUST BE APPROVED FOR 31 ON TOP OF CURB,ELEV = 1274.91 CALL BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FOUND ACCEPTABLE. p .aroataw�%smm va•o:e�.0 saeea•I+:+I e:v i++o•enx n+u ex:++.•..«„r�s.� LOCATION: FROM THE APPROXIMATE Na, c46s6a SCALE: LAKE ELSINORE MARKET PLACE � c 2 INTERSECTION OF COLLIER AVENUE BEFORE Exp.6-30-07 » SHEETS o oN AND CENTRAL AVENUE 66 FEET Q o A. ,¢ CIVIL ��! PREPARED UNDER THE DIRECTION OF: ROUGH GRADING FILE NO. *5 I , SOUTHWESTERLY ALONG CENTRAL 1-$00-22'1-26004/ Q. 3/ AID a AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT KEN SEUMALO RCE.No.56915 DATE F OF Ck\,\ DATE: _ y i w CHISELED SQUARE ON TOP OF CURB Cal at bast 2 rortcirq days prior to excavating DESIGNED BY: DB DRAWN BY: DB CHECKED BY: BJC CITY ENGINEER BARRY J OW N,RCE *C46568 (EXP.6-30-071 DATE ,3 i o OPPOSITE FIRE HYDRANT PLOT DATE: 02-MAR-2005 JN 14502 oo n n4