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I i ; 1 ! . .. { i } 1 , i i_ i_ _ t _ } + I i i ? ? ± i i j } f_i t j r _ t , 1 i : t : t.. �--.; � _i t }- } �..�. I .._-} - ! t j 1 l } _ t ! ! ; I i _•_ , x . .. -: i i f-_ 1 I 1_. . L �._1 l.... } .� 1 1 I f i j i i } 1 I I I i i l • i I ! l i i 1 j { t i j i 1 iI i 1 I1 i I 1 I _j.. _ r ' r �.. •}_ t i i , i fi "1 I t i t s t t i_ ` 1 I i i i f } ! + ! t t ; { ; { i I T { 1 I t 1 f 1 } x i $t00 9t00 10+00 �0+00 /+00 24-00 3+00 31 C. 13 c" S.D. PIPE CURVE DATA TACK q.C./AVEM[NT M/Ae/A C. 70e AT 0.066/RY. R 22.50' L 2.7.49' II III ;irfi_ /� 3 T =/5.7fe' W II I III I I! I CURB RETURN DATA /'- A.C.PAVEMENT V I I p l III n=89'46'36" �� 14 "r 2 I III III ,II IM = •o \ 2 m III I I --—o /7�•C.DIKE DETAIL 0 III III Te 34.B6 / NO SCALE MATCHII E.C-R. f f•27 2;••••t 2 c�s4.84' S o L 'N SEE PLAN AT LA T -.:...-"y �i 6 vw \ °• my ,FF IIIII 3 _ // �' nl O 11 it. N 3 o V N -��pp,7/- W tp•'a'II �i. N: !.Z G. IO 6 p. N�: Z 12 /L A II 9 ry N q '1• i ►/ -�I I W II 4 /3 3 5 do /8 �0 p. III r-t y ��\ 37%O 26"E -- /6.o?F' _____ _ i O // M1� 59• 02 58"W Ix dc0 /38.09 � / � /3 II yO 1Ay 7 i- I ro /�-/I `-/ L r .s w _J III // y P p } a °�- -_ —_- - —=:an - Lsl'- — ' __ul�i t-4 � 22 t' :!:' — -- f 6— __ L-,1 C u ; _. fY... _t - f _..�- - - s.__ a _ ra i lryb°`' ��` `' _ Rapt -'-- r-- ` -r1 -- / 9 X _ �� m 22 CDVS7R/iCT 97LL.4lANDARD��L� E c - OQVSTRUCrJILT / 13 2l Ie/5 /8 9 /D /9 ANOLr%NO PER 6OONryOF I��\ CONSTRU6TSTLl \ /9 I R/✓GRS/Of grl0_QQ�J � �� /2 /5 / /L �m 21 ro y / a JT,/NLid•POANOLfYAI;. \ Sr'j'1,a OANOLTrNc m '4`-- PER couRrYa� ` �— - "�_ - �� a..EA.Ax.i /uv&-,es'roEsrv.•/a�/ — .� R/YERS/OE S4911OOP 1%flol RIVERSIDE �3 b�. CONSTRUCTION NOTES N `a Vibe °,ob s 36' 14 P /5 CONSTRUCT 'K ASPHALT CONCRETE OVER * AGGREGATE BASE 4 O/ CONSTRUCT P.C.C. CURB AND GUTTER PER COUNTY OF RIVERSIDE STANDARD �W DRAWING N0. 201. `iW ON 90% REL TI�ACTED NATURAL SUBGRADE PBR D-ETAIL NEREON. VAR/E• lA CONSTRUCT P.C.C. CURB,E GUTTER WITH VARIABLE HEIGHT CURBFACE /6 SAWCUT EXISTING A.C. PARALLEL TO EDGE OF GUTTER 12" INTO EXISTING Ig^'NaT d0/N AS SHOWN ON PLAN. O CONSTRUCT CATCH BASIN N0. 1 PER RIVERSIDE COUNTY FLOOD CONTROL PAVEMENT TOWARD STREET CENTERLINE. I Ex'rST.vAVEmENr DISTRICT STANDARD DRAWING NO. CB 100; W-3.5'a V- 5./O' - F OCONSTRUCT P.C.C. DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STANDARD p DRAWING NO. 207• © CONSTRUCT CATCH BASIN N0. 1 PER RIVERSIDE COUNTY FLOOD CONTROL /7 CONSTRUCT 8" A.C. DIKE'PER DETAIL. DISTRICT STANDARD DRAWING NO. CB 100; Wa141, V-S.00' ..'" ••'.•e... /8 CONSTRUCT LOCAL DEPRESSION PER RIVERSIDE COUNTY FLOOD CONTROL DISTRICT � �• • •� ' / O CONSTRUCT P.C.C. COMMERCIAL SIDEWALK PER COUNTY OF-RIVERSIDE STANDARD STANDARD,DRAWING NO. LD.201.(CASE B). - /5 DRAWING NO. 400. - O9 CONSTRUCT 24" R.C.P.•CONNECTOR. - - - - -- - CONSTRUCT COMPOSITE STRUCTURAL O CONSTRUCT P.C.C. ACCESS RAMPS PER COUNTY OF RIVERSIDE STANDARD IO CONSTRUCT 18" R.C.P. CONNECTOR. /9 CONSTRUCT JUNCTION STRUCTURE.NO.2-PER RIVERSIDE COUNTY FLOOD CONTROL SECTION AS FOLLOWS: DRAWING No. 404. DISTRICT DWG. N0. JS 227, Aa90 , C-5•0', D=61" _RIVeLAK SNORE R. : SA C.I A.B. _RIVERSIDE DR. �. S'A.C.�IE"A.B. REMOVE EXISTING IMPROVEMENTS. 2D CONSTRUCT CONCRETE COLLAR PER RIVERSIDE COUNTY FLOOD CONTROL DISTRICT OS CONSTRUCT P.C.C. PLANTER CURB PER'CALTRANS STANDARD DRAWING NO. STD. DWG. NO. M803. TYPICAL STREET SECTION (No Scale) N8-A (TYPE Al-6). /2 PROTECT EXISTING IMPROVEMENTS. LAKESHORE DR.(Tx e8.0)6 RIVERSIDE DR.(TI-d5) �� O6 CONSTRUCT CATCH BASIN NO. 1 PER RIVERSIDE COUNTY FLOOD CONTROL /3 RELOCATE EXISTING IMPROVEMENTS. 2/ TO BE RELOCATED BY OWNER. Chevron U.S.A.Inc. /y� Ivlarkenn9 Operations W DISTRICT STANDARD DRAWING N0. CB 100; W-211, V-7.20' 2P PLUG END OF EXISTING BY DOUBLE BRICKING WITH MORTAR SEAL. Ul /4 ADJUST TO GRADE. , REVISIONS: APPROVED BY: THESE PLANS HAVE BEEN EXAM/NED AND ARE/N I ACCORDANCE CZ, CONDITIONS AL DEVELOPMENT, CITY OF LAKE ELSINORE N Engineer's Note to rgntnttor; •ANA�+euA,cn e . CITY ORD/MANGE,AND STATE OF CAL/PORN/A LAWf, A MWJnM CIVIL ENGINEER NO.3722/ AND A ERM/ O CON TRUCT MAY IS ISSUED. / Y� The existence and location of any underground"rhues,pipe=:ane/or=nuo ,2t31BeOBE% DATE: z2 TNey'Ys / S STREET IMPROVEMENT PLAN tures shown on these plans were obtained by a search of available records.To TAIT d ASSOCIATES,INC. • /L - the best of our knowledge.there ar no xisting utilities except as shown on PREPARE a eucenv,e,oH oF.. APPROVED BY: SCALE: " BENCH MARK: U3 C/<C S*//7 RIVERSIDE DRIVE & OF_LsHEETS them plans.The contractor shall ascertain the true location of any underground HOR. /'�"0 / BRASS DISC IN TOP OF CVRB� utilities and shall be responsible for damage to any public or private utilities, I - //_ s.,� VERr /"= 2' N.E.C RIVERSIDE OR.L LAKESHORE DRIVE shown or not shown hereon. TAIT 6 ASSOCIATES UD7Iy.$ E�T�,v[E 372� CITY ENGINEER 0.C.E.e<j85.1 LAKESNORE DR. ELEV a/27),2/9 FILE NO. 6 /I7uN$5 DATE: DATE W.O. FOR: F.B. 46 �