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--- in E6 WASHINGTON ST SEE SHEET 3 A•c- 6 O' e� 20 14,5' I2' T. 3t 34Z TO U73 T. 1. 5.5 TYPICAL SECTION AIST' AVE NO SCALE The private �Ctgineer signing these plans is responsible forassvRIN�G the a,ccurcmy ofdes+'gn and acce,ptab111fy of the worK hereon. In the event of discrepancies arising offer County approval ordurinq consfrucfion, the private Engineer shall be Iresponslble for defermrning an acceptable solution and revising the plans for approval by the Couny. I SPARKEY WAY SEE SHEET 2 6 an DATA 4i� NO. A EDGEOf S.5 ` L T -rA157PYMT 35 54-43 34.4 . !!h 25 39.63 I I� � o4 st�x E-1J47FT- — 4.64 24-64- APPROVED BY: s SCALE: H ORIZ: I"=40' PROPOSED TYPE A-8CURB RIV• CO. STD_ N0. 20! PR ©POSED 0.2 PAC PVMT O V L- R o. -5? -'Ab CL -Z SO- OF S.P. TRACKS; MIDWAY BETWEE • CLEANCur�FEATHER ROAD / G�LZSFOR ROAD M�SSIOIVER '�'3! 90 120 SCALE: I"=40' CURVE REVISIONS: DATA IN THE COUNTY OF RIVERSIDE, CALIFORNIA NO. A R L T I 89-06-15" 35 54-43 34.4 . 2 90°50'03" 25 39.63 25,37 3 89009'57" 2S 38.91 4.64 24-64- REVISIONS: 246 SQ.FT. © CONSTRUCT CONCRETE DRIVEWAY APPROACH, PER RIVERSIDE COUNTY STD. NO. 207- 2 072 EACH IN5TALL STREET NAME SIGNSIPER RIVERSIDE COUNTV STD.N0.816; I EACH Io I N5TALL D RY W ELL , PER DETAIL "A" ON SHEET 3, 1 - 1 EACH I> REMOVE AND RELOCATE PALM TREE. ,cRF 242 GA L5. F 0 G SF -AL LV CO(INTRY tUa -�)- INCL, IND (ABOVE) PLACE A.C.PAVEMENTOVER AGGREGATEBASE, PER INDICATED CONTROLS. }= z ®R. N 41 r. AVE �' QF 4 L.F. © INSTALL V2" I.D. PVC PIPE CONNECTING CURB CATCH BASIN TO PROJECT oc/? DRYWELL, PER DETAIL"A", SHEET 3- � a 42 NO } AYE t EACH ® INSTALL STOP SIGN R-{ AS DIRECTED ON SPARKEY WAY04ISTAVE z 0 160 � VICINITY MAP BASIS OFBEARING5= Z i DARBY NOT TO SCALE THE BEARING, N.O°12'45°'E. ON THE Q RD. CENTERLINE OF WASHINGTpN STREET ` ® CONSTRUCT GUTTER DEPRESSION FOR CURB OPEN INC,CATCN8►SIN, `�y , RIVERSIDE COUNT`l STD. N0. 311. QUANTITY = I EACH 3 PER P•M.70/10 IS THE BAS15 DF i` jam,, FRED WARINGDR• BEARINGS USED ON THESE PLANS- T.55.) LANS-T.SS., R. 7 E., SEC. 7 i', g._ x , -12- 31 QZ �eE r r PLOT PLAN NO_ lIZ13 APPROVED BY: PREPARED BY: IN THE COUNTY OF RIVERSIDE, CALIFORNIA ARTHUR SWAJIAN CIVIL ENGINEER, INC. PORTION OF THE NWI/4, NWI/4,SWI/45E£..7,T.5S.,R.7E75.6. REGISTERED CIVIL EWGINRR NO.grz�_ 72-731 BEL AIR ROAD, PALM DESERT, CA 92260 PLAZA DE L I BROS DATE: Z ZI Z 90 REGISTRATION EXPIRES 1213 j I 4 z- PHONE: (619) 34C. - 5440 STREET IMPROVEMENT PLAN APPROVED BY: s SCALE: H ORIZ: I"=40' BENCH MARK: RIV. Co. # 60 3 -37 - G 8 . BRASS DISK IN CONC. POST; 25'± 415 T /"1 Y E VERT: I" = 4' SO- OF S.P. TRACKS; MIDWAY BETWEE ROAD / G�LZSFOR ROAD M�SSIOIVER '�'3! 90 OLD WASININGTON ST. AND THE WASH- INGTONST. OVERPASS. ELEV. 103,651 W.O. FOR: F.B. DATE �ATE: RIVERSIDE COUNTY, CA. 0 OF 3 SHEETS FILE NO. f .�.......3.......... ....i.....-- ............... - ........_qq...._..- p._ n - _......1_...__.x.5 ......... ..... :2 ... ........ ................ F : .__..I _ .. 5PARKEY WAY CURVE DATA N0. A R L T Q 90°50'03" 25 39.63 25.37 d 89009-57" 25 3 8.91 24.64 41 STAVE SEESHEET I IE 60' �I �� ` ♦ l rr\I 'Ali 20 40 80 120 160 SCAL E= I" =40' 14' 2-0' PROPOSE© 51 PEWALK 1 5TD,Nvs.400/40/ , 9e _ 2 PROP054D 0, 21 'AX. PVM`i OVER 0.52:4B GL -2 T, I. 5, S TYPICAL SECTION SPARKEY WAY NO SCALE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON, INTHE EVENT OF DISCREPACIES ARISING AFTER COVNTY APPROVAL OR DURING CONSTRUCTION) THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE_ SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. 6' 4' -T- PROPOSED TYPE A-6 CURB RIV.CO. STD. NO- 200 r- =- -, r) rk ,, - 3 , . V . _ ' . ii . I Li W � I FD. MX CO. suR V, TAG v1 0.7'DN., WITH 2-Z' TIES �j AT PO f T. S URF�4CE VVASNIN4TON 5T-� 66¢-3/ FD. P. K. NA 1 L IN PAIN TED CR©SS FD, l"I.A., NO TAG, AT GN D. SURFACE ACCEPTED AS SW COR, PAR CEL 4, P. M. 70/lO KR/W AND IMPROVEMENTS PER TRACT NO. 23440 ,8:366 � CONSTRUCTION NOTES: D PLACE A.C.PAVING OVER AGGREGATE BASE PER TYPICAL SECTION. CONSTRUCT CROSS GUTTER, RIVERSIDE COUNTY STD'S. NO. 209 AND 209A; W=6', D CONSTRUCT ACCESS RAMP, RIVERSIDE COUNTY STD. NO. 403. ® CONSTRUCT SIDEWALKS (-'WIDE RIVERSIDE COUNTY STD. NO. 4004401 gl% CONSTRUCT TYPE A -G CURB) RIVERSIDE COUNTY STD. NO.200. CONSTRUCT CONCRETE DRIVEWAY APPROACH, RIVERSIDE COUNTY STD.NO.207. t© INSTALL STREET NAME SIGN, RIVERSIDE COUNTY STD. NO_ $IIo. ® INSTALL BARRICADE, RIVERSIDE COUNTY STD. NO, 810 FOG SEAL 'a INSTALL STOP SIGN R -I AS DIRECTED ON 5PARKEY WAYJ 41 ST AVE. REVISIONS: APPROVED BY: PREPARED BY: ARTHUR SWAJIIANCIVIL ENGINEER,INC,. REGISTERED CIVIL INEER NO. 912 72-731 BEL AIR ROAD, PALM DESERT, CA92260 DATE: 2 IZ q0 REGISTRATION EXPIRES /z 131 ' Z PHONE: (619) 346 - 5440 APPROVED BY: - ' , SCALE: BENCH MARK: HORI7: 1"=40' (SEE SHEET 1 VERT. I"=4©' 3 (} FOR ROAD M I IONER DATE: RIVERSIDE COU , CA. I DATE PLOT PLAN N0. I IZ13 IN THE COUNTY OF R(VERSIDE)CALIFORNIA PORTION OF THE NW 114,NW1141SWI/4,SEC.7, T.5S., R.7E., S.B.M- PLAZA DE L16ROS STREET IMPROVEMENT PLAN SPARKEY WAY W.O. I FOR: I F. B. 2 OF 3 SHEETS FILE NO. 0000,4 a Tx�sr.s� — � E 5---r a� m Q N 0 � CONSTRUCTION NOTES: D PLACE A.C.PAVING OVER AGGREGATE BASE PER TYPICAL SECTION. CONSTRUCT CROSS GUTTER, RIVERSIDE COUNTY STD'S. NO. 209 AND 209A; W=6', D CONSTRUCT ACCESS RAMP, RIVERSIDE COUNTY STD. NO. 403. ® CONSTRUCT SIDEWALKS (-'WIDE RIVERSIDE COUNTY STD. NO. 4004401 gl% CONSTRUCT TYPE A -G CURB) RIVERSIDE COUNTY STD. NO.200. CONSTRUCT CONCRETE DRIVEWAY APPROACH, RIVERSIDE COUNTY STD.NO.207. t© INSTALL STREET NAME SIGN, RIVERSIDE COUNTY STD. NO_ $IIo. ® INSTALL BARRICADE, RIVERSIDE COUNTY STD. NO, 810 FOG SEAL 'a INSTALL STOP SIGN R -I AS DIRECTED ON 5PARKEY WAYJ 41 ST AVE. REVISIONS: APPROVED BY: PREPARED BY: ARTHUR SWAJIIANCIVIL ENGINEER,INC,. REGISTERED CIVIL INEER NO. 912 72-731 BEL AIR ROAD, PALM DESERT, CA92260 DATE: 2 IZ q0 REGISTRATION EXPIRES /z 131 ' Z PHONE: (619) 346 - 5440 APPROVED BY: - ' , SCALE: BENCH MARK: HORI7: 1"=40' (SEE SHEET 1 VERT. I"=4©' 3 (} FOR ROAD M I IONER DATE: RIVERSIDE COU , CA. I DATE PLOT PLAN N0. I IZ13 IN THE COUNTY OF R(VERSIDE)CALIFORNIA PORTION OF THE NW 114,NW1141SWI/4,SEC.7, T.5S., R.7E., S.B.M- PLAZA DE L16ROS STREET IMPROVEMENT PLAN SPARKEY WAY W.O. I FOR: I F. B. 2 OF 3 SHEETS FILE NO. 0000,4 a ..:.......177. v _3 —2 _1 'tiiEE r E'Xrs r. pray T �� a �� ON EXIST. E.P. N _I 0 20 40 80 1 Zo Iso SCAL E= I"= 4d F+� ,0 Jh .i c � T FD, 2XZ,D.7`DN., WITI-I CO. SURV- TAG,/2-2' TIES ,4T Pvm T SURF GE CURVE DATA ND. e R L T I 90 O(' 15"3 5 54.43 34.46 55' 43' ROADWAY 12' PARKW ti 20' WIDE EX15T. PVMT. h VARIES J.35ITO 2.2.0`7. G 44 svwt�. 16' 25' 2' { L.fiVEL L1/VE _ FEATHER OVERLAY VARIES L g$�74o 24 v ' o O � t1 a o a 3/8"LIP o C) " o O o Co 6 ;. O a v u d o o d vd d o PER RIV.00.5TR*100 - TYPICAL SECTION —WASHINGTON STREET STA. 0+00 TO G+64.31 SCALE- HORIZ.: I"=10' VERT.I"=rV T.I.=8.5; 0.32'AC/0.94'AB CL2 (ASSUMED R-VALUE=40) 3 N. 0 O 1z'45 V 4 _6G 4.31 5 _V' I C E N TERLL/UE N. 0/2.'45 "E. WASH I NGTON STREET CONSTRUCTION NOTES: REMOVE EXISTING PAVEMENT ® PLACE A.C. PAVING OVER AGGREGATE BASE PER TYPICAL SECTION. ® PLACE A:C. FEATHERED OVERLAY AS SHOWN. ® CONSTRUCT TYPE A-8 CURB, PER RIVERSIDE COUNTY STD, NO.201. CONSTRUCT CROSS GUTTER, PER RIVERSIDE COUNTY STD -NOS. 2094209A, 10' WIDE CON5TRUCT ACCESS RAMP, PER RIVERSIDE COUNTY STD. NO. 403. ® CONSTRUCT SIDEWALK ((.'WIDE) PER RIVERSIDE COUNTY STD. NO. 401, CONSTRUCT CURB INLET CATCH BASIN, PER RIVERSIDE COUNTY 5TDS.NO. 300�30OAJOPENING=4'; N=3'. R> INSTALL STREET NAME SIGN, PER RIVERSIDE COUNTY STD. NO. SIG- INSTALL DRYWELL, PER DETAIL "A" THIS SHEET, D REMOVE AND RELOCATE PALM TREE. [� FOG SEAL PLACE A.C. PAVEMENT OVER AGGREGATE BA5E PER INDICATED CONTROLS. INSTALL 12" I.D. PVC PIPE CONNECTING CURB INLET CATCH BASIN TO DRYWELL. ® CONSTRUCT GUTTER DEPRESSION FOR CURB©PENING CATCH BASIN)PER RIVER51DECOUNTY STD.NO. 311 6 THE PRIVATE ENGINEER SIGNING THESE PLANS 15 RESPONSIBLL FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE HEREON. IN THE EVENT OF DISCREANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLF_FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS: APPROVED BY: q REGISTERED CIVIL INFER NO. DATE: 2 ! Z / REGISTRATION EXPIRES 12-13 1 APPROVED BY: 7/c a FOR R COMM ION DATE: / RIVERSIDE COUI, CA. PREPARED BY: IN THE COUNTY OF RIVERSIDE, CALIFORNIA ARTHUR SWAJIAN CIVIL ENGINEER, INC. PORTION OF THE NW114,NW114,5WI145EC.7,T.55.,R.7E., S_B,M. 72-731 BEL AIR ROAD, PALM DESERT, CA 92260 3 PHONE: (619) 346- 5440 1 PLAZA DE LIBROS SCALE: BENCH MARK: STREET IMPROVEMENT PLAN OF 3 SHEETS II'! 44 ' (SEE SHEET I) VERT: ' WASHINGTON STREET FILE NO. DATE W.O. FOR: F.B. _. 70 0-10" i 5,EX15T.SDWK. v EX15T. R/W 1IMPROVEMENT5 3W R s Exu cfG PER TRACT NO. 23440 � 1 x c N N EXIST. PVMT. .J'j, 'a H J �4 Q 0 CG?e 3S ? 89 10 - — _ - FRAMEf U RATE --r 265'7.20 SS `! sx COMPACT BACKFILL TO 909. MIN., SLURRY '( �� FLOODING 0JETT/NG WILL NOT BE ALLOWED. TOP C. "Ca4WACT6J) 7-0 95 !%1� 0 O 0 — -- \V )1 II I I I I I d tt1= I� I 1 I ll 1 III I N 1r P.v.0 . .o d 4 d a a A b DETAIL 'A" ° u ° o -11= DROP INLET STRUCTURE (RIVERSIDE bb o o CO ROAD DEPT. STD. N0. 300), AT WASHINGTON STREET STA. 6+53. 63) _01i' o lli= AND DRYWELL. -5.�1F;, U ` o 11]- "iMinl. 5' D1A. 6'm = it Ili �_ N O SCA L E , =(l( v t11 J 0 O t11= NOTE: ALLJOINTS ABOVE THE LEACHING AREA 0 0 0 =Ill SHALL BE MORTAR SEALED, 1N51DE AND OUT y z ° Ili= 'f' , 0 0 o c e v o o O =IL1 lfl- P LOT PI A KI N 0 ras REVISIONS: APPROVED BY: q REGISTERED CIVIL INFER NO. DATE: 2 ! Z / REGISTRATION EXPIRES 12-13 1 APPROVED BY: 7/c a FOR R COMM ION DATE: / RIVERSIDE COUI, CA. PREPARED BY: IN THE COUNTY OF RIVERSIDE, CALIFORNIA ARTHUR SWAJIAN CIVIL ENGINEER, INC. PORTION OF THE NW114,NW114,5WI145EC.7,T.55.,R.7E., S_B,M. 72-731 BEL AIR ROAD, PALM DESERT, CA 92260 3 PHONE: (619) 346- 5440 1 PLAZA DE LIBROS SCALE: BENCH MARK: STREET IMPROVEMENT PLAN OF 3 SHEETS II'! 44 ' (SEE SHEET I) VERT: ' WASHINGTON STREET FILE NO. DATE W.O. FOR: F.B. _. 70 0-10" i