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912u_sppCE1/ERAL NOTES - 1. /T SHd4LL bL- THE RE5'PO'VS/8/L/7Y OF THE ,0t-kFL OPER/OWNER OR COWTRACTOR TO ADPL Y TO THE RNERS/D£ COUNTY TRANSPORTATION DEPARTMENT PfAWIT SECP6W F6W AN EN0R04C171&EN7-PERM/T FOR ALL WOAYr PERFORMED WITH/N THE PCI&IC R/GHT-OF-WAY OED/GATED AND ACCEPTED FOR PUBLIC USE, AN® TO BE RE3'PONS/8LE FOR 54PSFA0TORY COMPLANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF COA157A O'17ON AC77EI PfS FOR THIS PROUECT. A00/77ON4Z STUDIES A,410/OR PERMr75 MAY fF REOU/Rf,9 2 THE COV7Ri4CTOR SMALL 8E RESPONSIBLE FOR THE CLEARING' OF IW6100SCO WORK AREA AND RELOCATION COSTS OF ALL EXISTING U77LIPES. PERU//= MUST INF6W& COUN7Y OF CQ1VS7R11070N SCHEDULE AT LEAST 48 HOURS PR/OR TO BEGINNING OF CONS7R[ICP6W. PHONE.• 909/275-6885 ,3. /7/f - OfY£LOPER SHALL INSTALL STREET /WIC SIGNS CONFORMING TO 001IN7Y STAIVa4RD IVO. 816. ,of #VRA' SH4LL CONFOAW TO 775'£ Rf-OUIREMENTS OF /HE RRERSIDE COUNTY 7RANSPORTA770N OEPA0?T&Z1VT /MPROY£MENT 57AND4ROS AND SPEC1RC 4770N5 LATEST C0177ON, COY1V7Y ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS: 5. IT SHW L BE 7HE R£SPONSl8IL/7Y OF 77/E OEYEL OPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MCWUMf NTS AS REQUIRED BY R/IERSIOE COUN7Y GR,01N4NCE A49. 461. 6. ALL UNDERGROUND FACILIPfS WN LArERW S, SHALL 8E /N PLACE PRIOR TO PAl9NG THE STRCfT SECTION INCL UD/NO 9UT NOT LIMITED TO THE FOLLOWING.• 5f WR, WATER, £LEC7R/C, 645 ANO STORM DRAINS. 7. CURB MPRESSA WS AND DRRWWWK APPR0 4CHES WILL SE INSTALLED AND 06WS7AY167FD ACCORDING 70 COUNTY STAND4RO NO. 206 & 207 AS DYREC7ED IN THE FIELD. 8. ALL STREET SECTIONS ARE TENT44 E. A00/710NAL SOIL =73' SHALL BE TAKEN AFTER ROUGH GRADING TTJ Df7FRM/NE EXACT 57hPEET SEC77OW R£QUIREMEN73: USE S7ANa4R17 NO. 401 /F EXPANSILE 501Z ARE f7VCOUN7FRED. 9. i1SPH4Z PC EMULSION" fIFOG SEA() SHALL BE APPLIED NOT LESS 7H41V FOUR7F£N a4 YS FOLLOWING PLACEMENT OF THE ASPHAL T SURFACING AND SHALL BE APPLIED ATA R47F OF 0.05 GALLON PER SOUARE YARD. ASPH& PC fW1YLS/OW SH&Z C044ORM TO SECTIONS .37, -7-9 AND 94 OF THE STATE STA104RO SPECIRC4770NS 10. PRIME COOT REQUIRED PAYOR TO PAONG ALL GRADE /N EXCESS OF 7FN PETPL'ENT. IA INSTALL STREET TREES IN ACCORD4N6E WITH OR0IN4NCE NO. 460 ANO 499. COPANIOPSIS AV4C4R9/0DES/Ce4RR07W0O9 PYRUS KAWAKAQ!lfY£RGREE7V PEAR, FICUS RfWS4 NI77D411NZX 4N LAUREL. 12. STREET LI6YI75 SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROlED 57RfET LIOMPNG PLAN. 1.3. AS DETERM/NEO BY 7HE 7R4NSPORM77ON D/R£CTOR, THE OE1EL OPER /S RfsPONSl8LE AS A MINIM11Y FOR 8040 /MPROLEMEN73' TO CENTERLINE AND MAY 8E REQU1AY,0 TO RECOWS7RUCT EXISTING PAdgM£NT, INCLUDING BASE, AND MARCHING OLERLAY REQUIRED TO MEET /HE S7RIACRIRAL 57ANQ4ROS F6W 771E CURRENT ASSIGNED 7RWRC INDEX. 14. ONLY LANDSC YN6 CO VSIS17NO OF GRASS AND PARKWAY 7REFS MAY BE INSTALLED WITHIN PAAWWAYS ON LOCAL RESIL7ENPAL S7REF75 WITHOUT SEPARATE LANDSCAPE PLANS. ALL 07HfR TYPES OF LANOSCAPING /N THfsE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREET .SHALL REQUIRE SfPARA7F LANOSC4PE PLANS. ALL LANOSCAPING ENCRQ4CHM£N75 SHALL COWFOAW TO RILEPSIOE COUNTY 57AMa4ROS RELATING TO THE ACW1N1S7R4PCW OF L4NDSC4PE ENCA704CHMENTS.- a47ED, d4NU40?r 1990. 15. IT SH &Z BE 771E RESPONSI8IL/7Y OF INE CON7R4070R OR OfYELOP£R TO INSTALL ANO MVNTAIN ALL C04157RU070N, Rf-GULATORY, 01110E AND WARYNG SIGNS N17H/N 7N£ PROLCCT LIMITS AND /TS SURROUNDINGS AND TO PROL9DE SAFE PASS4GE FOR 7TRAVELING PUBLIC AND WORKERS UN17L 7HE FINAL COMPLETION AND ACCEPTANCE OF 7HE PROTECT BY 771E CDYJN7Y. 16. ANY PR/YATF DR41N46E FACIVTIE5 SHOWN ON THESE PLANS ARE FOR INFORA/A77O3N ONLY. gr SIGNIA,G' 77-IE3E IMPROkEMENT PLANS, NO REWW OR APPROVAL 6K- THOSE PRNA7F FACILITIES ARE /MPI/ED OR INTENDED BY RMERSIbF COUNTY 7RANSPORM710N DEPARTMENT. 17. AFTER OCAIbER 1, 1992, CONSTRUCTION PROUEC75 77/47- OISTURS MOPE 7744/ PPE ACRES MUST 08TAIN A N417ON4L POLLUTANT L 1501.14R'GE fZ/AMM71ON SYSTFAI (NPOEV PERMIT. OWIVERS/DEVELOPERS ARE R,C0UIRED TO FILE A NOPC£ OF /NTEN7- IINO�) WI7H 771E STATE WATETR RES'OURCf,S' CONTRITE 6O4R0 (5'WRC8) ANO PREPARE A 57ORM WATER POLL UPON PREIfV90N PLAN (SWPPPj AND MONITORING PLAN FOR 7HE SITE. Underground Service Alert R Coil: TOLL FREE 1-800 221-2600 TWO WORKING DAYS BEFORE YOU DIG BENCHMARK: 0.6 MILES SOUTHERLY ALONG TEMESCAL CANYON ROAD FROM WEIRICK ROAD; 100' +/- ELY OF THE INTERSECTION OF TEMESCAL CANYON ROAD AND LEROY STREET, • 2' +/- W'LY OF P.P. x'10175; 4.5' +/- E'LY OF THE CENTERLINE OF A DRAINAGE DITCH; 7' +/- N'LY OF THE N LY EDGE OF A CONCRETE CULVERT- 7' +/- N LY OF THE ETW OF LEROY STREET; 17' +/- W'LY OF A 5' HIGH CHAIN LINK FENCE CORNER, 73' +/- SE'LY OF P.P. 120801; 171' ELY OF B.M. S316; A BRASS DISK STAMPED S316 1935 RESET 1965. ELEVATION: 907.5180 STREET IMPROVEMENT FLANS TV -DA N 0,0 2 7 /I \ INTERIM CONDITI❑N RIPRAP ENERGY DISSIPATER fo=5.0 CFS CONSTRUCT PER Qioo =8.1 CFS INTERIM CONDITION ROUGH GRADING PLAN =20.5 CFS RIPRAP ENERGY DISSIPATER V=3,5 FPS, D=0,2 FT i Q =33.1 CFS 60' CONSTRUCT PER ROUGH GRADING PLAN _r r _% r /YJO�i'X/O/'ORA11V��E -I 1 11 V=2.0 FPS, D=0.1 FT J l /� J J C:V7' 70 �'/il I 5, �. 7��. �E 5' 12 13 1 14 1 15 1 16 1 17 1 IS I 19 1 20 1 21 1 22 1 23 1 24 1 25 1 26 1 27 1 28 1 29 1 30 IP. A5�6-X AMR O 100 200 300 400 !%iiiiiii S00% 1 " = 100 ft R/W R/W GOLDEN LOCUST DRIVE & FLINTRIDGE LANE COUNTY OF RIVERSIDE STD. 104, SECTION "A" N.T.S. TI = 5.5 PRELIM. R VALUE = 25 0.25' AC OVER 0.67' AB (CLASS 2) SEE GENERAL NOTE 8 _ L_J_ r !r rr� ACCESS TO TH/S TIFACT /S PfFOU/DED BY CLAY CANYON ROAD. A101c'R0VZT PLANS FOR CLAY CANYON ARE ON F/LE AT Th'E COUNTY OF R/KERS/DE TRANSPORTAT/ON DEPARTMENT THE CLAY CANYON /IIAPRO!/EMENTS HAI/E BEEN BONDED FOR SEPARATEL Y. BCR BEGIN CURB RE7URN ASPHAL 17C CONCRETE ECR END CURB RE7URN -° EX. CHAIN LINK FENCE L T. LEFT EXIST/NG 901ZOINC RT. RIGHT FIRE HIDRANT CL CENIFRL/NE __ EXIST/NG CONCRETE O SF CONSTRUCT HAND/CAP ACCESS RAMP PER EX. ST LIGHT EL Y, WL Y EASIFRL Y, WESTERL Y CONSTRUCT OR/UE APPROACH PER R/I/ERS/DE COUN7)" STD. No. 207 EX. SIDEWALK SL Y, NL Y SOUTHERL Y, NORTH£RL Y R71/ERS/DE STD. No. 816 2 EA REVOKE 6 /NCH CURB & GU7TER EX. WATER METER TC TOP OF CURB ®- SAWCUT AND JO/N EX. AC PAkl;V,T/FEATHER 0Vf-RL4Y FOR SMOOTH TRANS/T/ON EX. WATER VALVE FL FLOW LINE NO. 11 TH/S SHEET 49 EA PLACE STREET LIGHTS SHOWN HEREON PER EX. MAN HOLE EP EDGE OF PAIEMENT CONSTRUCT BARB/CAGE PER R/1/ERS/DE COUNTY STD. NO. 810 PROP. CHA/NL/NK FENCE P. C. C. PORTLAND CEMENT CONCRETE COUNTY STD. NO. 810 C. B. CATCH 945IN 1 TON STREET NAME S/GN ................................................... IGHT0PROP. STREET Z101-17- �14- Torl a,,o - Rap 0 PROP. 57T?EET 7REE 63 7 Cy' CON57R- MCT/ON NOTES & OUANT/T/ES.• 1a-- CONSTRUCT 0.25' AC Ol/ER 845 TON 0.67' AB (CLASS 2J 1, 122 CY CONSTRUCT 7YPf - �1-6 " CURB & GU7TER PER R/!/ERS/DE COUNTY STD. No. 200 2,419 LF �- CONSTRUCT CONC. 510Z -WALK PER R/HERS/DE COUN7Y STD. No. 400 & 401 7,954 SF (D4-- CONSTRUCT /0' CROSS -U777-R PER R/1/E/,'S/DE COUNTY STD. No. 209 & 2094. O SF CONSTRUCT HAND/CAP ACCESS RAMP PER R/!/ERS/DE COUNTY STD. No. 403 2 EA CONSTRUCT OR/UE APPROACH PER R/I/ERS/DE COUN7)" STD. No. 207 6, 560 SF PL4CE STREET NAME S/GN PER COUNTY OF R71/ERS/DE STD. No. 816 2 EA REVOKE 6 /NCH CURB & GU7TER O LF fr'EMOUE S/DEGYAL A- O SF ®- SAWCUT AND JO/N EX. AC PAkl;V,T/FEATHER 0Vf-RL4Y FOR SMOOTH TRANS/T/ON O LF PLACE STREET TREES PER GENERAL NOTE NO. 11 TH/S SHEET 49 EA PLACE STREET LIGHTS SHOWN HEREON PER SEPARATE STREET LIGHT PLAN, TR 27,946 6 EA CONSTRUCT BARB/CAGE PER R/1/ERS/DE COUNTY STD. NO. 810 60 LF - REMOkIE BARRICADE PER R/1/ERS/DE COUNTY STD. NO. 810 2 EA ASPHAL T EMUL 5/ON - FOG SEAL .................................. 1 TON STREET NAME S/GN ................................................... 2 EA �14- Torl a,,o - Rap 200 CY ,?oa a/wQ y 2'9CQ va.ri0A1 63 7 Cy' SEC. 28 , T.4S, R.6W ONTARIO AVENUE CAJALCO ROAD TFMFSCA` C'oRONq C,9���ti SITE 15 CLAY CANYON DRIVE G W Rp�O ;11MVITY MAR N.T.S. NOTE.- 7) OTE:7) WORK CONTAINED WITHIN THIS PLAN SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. RECOMMENDED FOR SEAL COUNTY SEAL APPRO ED BY. DATE: //Zs -/'V--1 PLANS PREPARED BY. TRACT / f O. 27946 SHEET No. APPROVAL �-� mor E s/ a a n COUNTY OF RIVERSIDE > � \ ` ORTAT EPT., RIVERSIDE COUNTY, CA. ` 33950 6 30/98 SCHEDULE A NO. R.C.E. No. EXP. DATE. E N G: / N E E R S OF 3 SHEETS THE P9104AF ENGINEER SIGNING 7HZ3E PLANS IS RfSR6WS19LE FOR ��� * 10 W. 06-30-16 * * aP• 6-30-" * PREPARED UNDER THE DIRECTIO OF: CIVIL ENGINEERING • SURVETING •PLANNING STREET IMPROVEMENT PLAN 0 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 ASSURING 77IE ACCUR4CY ANO ACCEPA�V7Y OF THE OESIGN HEREON. DATE. / DATE. 101x-111 TEL: 909' 688-0241 • FAX: 909 688-0599 FILE No. IN IHZ f1ENr OF OISCREPAW1f3' ARISING AFTER COUN77' APPROVAL OR C}Y11. CfYI� �� �1 TITLE SHEET DURING CONSTRUCTIOYV, THE PR/lrA7F E7VGINEER SH4U 6E RESPONSIBLE CHECKED BY: �,� \�111r - FOR 1JETERM/N1NG AN ACCEPTABLE SOYU7T01V AND REN.SING THE PLANS DATE BY MARK REVISIONS APPR. DATE �(,F � CN.� �`'` = FOR M R&11 BY THE COUNTY > CHARISSA J.A. LEACH, R.C.E. 53390 EXP. 6/30/99 SCALE: AS NOTED BENCHMARK: SEE ABOVE ® LEFT FOR: K. HOVNANfAN 5084 DESIGNED BY: C -/GF DRAWN BY: C -/GF CHECKED BY: JWS DATE: C� DATE: FEB 1997 O� CLA Y CANYON DRIVE o SEE SHEET 5 OF 32 o 0 TR. 22335 z 3 TO BE CONSTRUCTED IMPROVEMENT PLANS o W PER GRADING PLANS a + �o 45 1G 0 5 ''cl ^ o 0 515) Q Q m +� 1 po) A FOR ( STA 10+00.00 GOLDEN LOCUST DR 39r STA 37+94.79 CLAY CANYON DR L-46.99 52 71 ' 54.00' 54.00' CONSTRUCT 2' CONCRETE ! _ - - n - CUT OFF WALL 31 _ JOIN EXISTING RAMP 11 G CONSTRUCT 25 LB. ROCK c�6 �G12 " RIP -RAP PAD WITH G�- e.,._.. _ z, _.. BLANKET AND FILTER MATERL4L 0_J -�- 61pG 14.71 . Z N 30'05'00 W 147.39' 4:1 SIDE SLOPES (2' DEEP) 5 p' TG 5 q.)F o - SECTION "A -A" (53'' NOT TO SCALE ry ECR t IBCR JOIN AT DOWNSTREAM END (TYP.) CONSTRUCT 25 LB. ROCK - 4:1 SIDE SLOPES (2' DEEP) m J N SECTION "B -B NOT TO SCALE Underground Service Alert Coll; TOLL FREE 1-800 221-2600 TWO WORKING DAYS BEFORE YOU DIG DATE I BY I MARK I )ESIGNED BY: C -/GF REVISIONS DRAWN BY:RICK/DP G O L D E N RECOMMENDED FOR SEAL COUNTY APPROVAL 11 �o / r' HO. 33130 DATE: �,Y QT * EV. Oi'30-1t APPR. DATE CHECKED BY CIV11. CHECKED BY: J.W.S. DATE: `a LT - 0 &IM 40 I 54.00' I 53.00' FIS ECR r'�\ 0 Lm U �o U hi Z 0 I m Q L-18.39' N" 00' L =.s ,cU'N V 10' 20' FLINTRIDGE LANE SEE SHEET.5 OF.5 LOCUST 0 40 80 120 L-51 ";" TRACT BOUNDAR CONSTiQIJCT/ON NOTES & QUANT/T/ES X CONSTRUCT 0.25' AC 00ER 280 k--` Ci 91,05,01" 0.67' AB (CLASS 2,) ,370 CK C2 90'00'00" CONSTRUCT TYPE A-6 " CURB & 0(177ER PER 25.00 39.27 C3 31 '01 ' 12 " 4 7.T8 LF O € 31'01'12" CONSTRUCT CONC. 5102- GALA- PER R/HERS/DE Ct 121.82 75 31 '01 ' 12" COUNTY STD. No. 400 dr 401 3, 148 SF C6 10'18'48' 40' UPSTREAM JOIN EXIST. 60' DOWNSTREAM GROUND (TYP.) 320.00 57.60 C7 p Q V O SF SLOPE VARIES645 o- CONSTRUCT HAND/CAP ACCESS RAMP PER R1t1ERSIDE 280.00 50.40 C9 95'22 58' COUNTY STD. Nb. 405 1 FT HIGH SLOPE AT UPSTREAM D SF�FR �SEa'FNr 93'39' 11 " CONSTRUCT DRNE APPROACH PER RNERS/DE h 40.86 C11 0 FT HIGH SLOPE AT DOWNSTREA END 1,280 SF = t H s 24'46 23" CONSTRUCT BARB/CADS PER RNERS/DE COUNTY (4.8X):. 0100=7.5 cfs 010=4.5 ifs a C13 25'00'43" LEM&NW60D U' RI VE SEE TRACT 27946-1 4�. Q Q C 14 14 - REti10liE BARR/CADS PER RNERS/DE COUNTY 613.00 110.66 ��� 4Jw`�� Q� 04'J1'17" STO. No. 810 m J N SECTION "B -B NOT TO SCALE Underground Service Alert Coll; TOLL FREE 1-800 221-2600 TWO WORKING DAYS BEFORE YOU DIG DATE I BY I MARK I )ESIGNED BY: C -/GF REVISIONS DRAWN BY:RICK/DP G O L D E N RECOMMENDED FOR SEAL COUNTY APPROVAL 11 �o / r' HO. 33130 DATE: �,Y QT * EV. Oi'30-1t APPR. DATE CHECKED BY CIV11. CHECKED BY: J.W.S. DATE: `a LT - 0 &IM 40 I 54.00' I 53.00' FIS ECR r'�\ 0 Lm U �o U hi Z 0 I m Q L-18.39' N" 00' L =.s ,cU'N V 10' 20' FLINTRIDGE LANE SEE SHEET.5 OF.5 LOCUST 0 40 80 120 L-51 ";" TRACT BOUNDAR CONSTiQIJCT/ON NOTES & QUANT/T/ES �O 14.1) / 65'x88' DRAINAGE EASEMENT TO RIVERSIDE .4 •G TRANSPORTATION DEPARTMENT. / RIP -RAP DISSIPATER TO BE CONSTRUCTED PER GRADING PLANS FOR TRACT 27946 Scale 1 " = 40' SEAL APPRD ED BY: DATE: �/ / 9 7 PLANS PREPARED BY.. �oESS,( -�--T a J a ri T ORTAT DEPT., RIVERSIDE COUNTY, CA. R.C.E. No. 33950 EXP. DATE: 6130198 NO.ENGi/NEERS * M 6-30-" * PREPARED UNDER THE DIRECTIO OF: CIVIL ENG/NEER/NG • SURVE r/NG • PL ANN/NG DATE:6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 ,O. CIV1%. ��, .30 TEL; (909) 688-0241 • FAX (909) 688-0599 SCALE: AS NOTED BENCHMARK: CHRISSA J.A. LEACH, R.C.E. 53390 EXP. 6/30/99 DATE: JUN 16. 1997 1 SEE SHEET 1 CURVE DATA NUMBER Q=DELTA CONSTRUCT 0.25' AC 00ER 280 TON Ci 91,05,01" 0.67' AB (CLASS 2,) ,370 CK C2 90'00'00" CONSTRUCT TYPE A-6 " CURB & 0(177ER PER 25.00 39.27 C3 31 '01 ' 12 " R/HERS/DE COUNTY STD. IVo. 200 7.T8 LF C4 31'01'12" CONSTRUCT CONC. 5102- GALA- PER R/HERS/DE 225.00 121.82 75 31 '01 ' 12" COUNTY STD. No. 400 dr 401 3, 148 SF C6 10'18'48' CONSTRUCT 10' CROSS GU7TER PER RNERS/DE 320.00 57.60 C7 10' 18'48" COUNTY STD. No. 209 dr 209A O SF C8 o- CONSTRUCT HAND/CAP ACCESS RAMP PER R1t1ERSIDE 280.00 50.40 C9 95'22 58' COUNTY STD. Nb. 405 O EA SF�FR �SEa'FNr 93'39' 11 " CONSTRUCT DRNE APPROACH PER RNERS/DE 25.01 40.86 C11 23'25'50" COUNTY STD. No. 207 1,280 SF C 12 24'46 23" CONSTRUCT BARB/CADS PER RNERS/DE COUNTY 505.00 218.35 C13 25'00'43" STD. No. 810 60 LF C 14 14 - REti10liE BARR/CADS PER RNERS/DE COUNTY 613.00 110.66 ��� 4Jw`�� Q� 04'J1'17" STO. No. 810 1 EA �O 14.1) / 65'x88' DRAINAGE EASEMENT TO RIVERSIDE .4 •G TRANSPORTATION DEPARTMENT. / RIP -RAP DISSIPATER TO BE CONSTRUCTED PER GRADING PLANS FOR TRACT 27946 Scale 1 " = 40' SEAL APPRD ED BY: DATE: �/ / 9 7 PLANS PREPARED BY.. �oESS,( -�--T a J a ri T ORTAT DEPT., RIVERSIDE COUNTY, CA. R.C.E. No. 33950 EXP. DATE: 6130198 NO.ENGi/NEERS * M 6-30-" * PREPARED UNDER THE DIRECTIO OF: CIVIL ENG/NEER/NG • SURVE r/NG • PL ANN/NG DATE:6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 ,O. CIV1%. ��, .30 TEL; (909) 688-0241 • FAX (909) 688-0599 SCALE: AS NOTED BENCHMARK: CHRISSA J.A. LEACH, R.C.E. 53390 EXP. 6/30/99 DATE: JUN 16. 1997 1 SEE SHEET 1 CURVE DATA NUMBER Q=DELTA T' R' L' Ci 91,05,01" 25.48 25.00 39.74 C2 90'00'00" 25.00 25.00 39.27 C3 31 '01 ' 12 " 56.89 205.00 110.99 C4 31'01'12" 62.44 225.00 121.82 75 31 '01 ' 12" 67.99 245.00 132.64 C6 10'18'48' 28.88 320.00 57.60 C7 10' 18'48" 27.07 300.00 54.00 C8 10,18,48" 25.27 280.00 50.40 C9 95'22 58' 27.47 25.00 41.62 CIO 93'39' 11 " 26.65 25.01 40.86 C11 23'25'50" 100.57 485.00 198.34 C 12 24'46 23" 110.91 505.00 218.35 C13 25'00'43" 116.45 525.00 229.18 C 14 10'20 36" 55.48 613.00 110.66 C75 04'J1'17" 24.20 613.00 48.37 G16 05'52'00" 30.39 593.00 60.72 TRACT NO. 27946 SHEET No. COUNTY OF RIVERSIDE 2 STREET IMPROVEMENT PLAN of 3 SHEETS GOLDEN LOCUST DR/VE FILE No. FOR: K. HOVNANIAN 5084 9121PU a- CONSTRUCT 0.25' AC OBER 565 CANYON V/EW DR/VE 0. 67' AB (221-A55 2� 842 GOLDEN LOCUST DRIVE � CONSTRUCT TYPE A-6 "' CURB &GUTTER PER SEE SHEET 2 SEE TR. 27946-1 R/KERS/DE COUNTY STO. No. 200 1,581 1 1 CONSTRUCT CONC. S/OEWA1 K PER R/1iERS/DE j �' COUNTY STD. No. 400 & 401 4,806 oW -=- - CONSTRUCT HAND/CAP ACCESS RAVP PER R/ITERS/DE L=10.32' 6 gyp '--20 =-��20 COUNTY STD. No. 403 2 U L=50.57' 39.68' 50.00' 50.00' 50.00' IYP M p 50QD .00' 50.00' 50.00' 50.00' 50.00' 16.62' L=33.44' ©- CONSTRUCT OR/VE APPROACH PER R/1/ERS/DE 0 00 L=25.g -�-5 C5 a cs 6 �B oo 50. SCR `� 1���� COUNTY STD. Na. 207 5280 6 0 00 2 _ PG4CE STREET NAME 51ON PER ;, k _ 1 15 16 o 40.,37 , '1- ' � � a,� o N` 89'©348" W 45153[r - - - C7 R/KERS/DE COUNTY STD. No. 816 2 REMOVE 34RR/CA0E PER R10ER5/DE ul �C,Ri o� '-•_ _� �' COUNTY STD. lVo. 810 . . . . . . . . . . . . . . . . . 1 Underground Service Alert Call: TOIL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG F L/ N T R/ D G E L A N E 40 0 40 80 120 RECOMMENDED FOR APPROVAL DATE: � DATE BY MARK REVISIONS APPR. DATE CHECKED BY: DESIGNED BY: C -/GF DRAWN BY:RICK DP CHECKED BY: J.W.S. DATE: /0/15 Scale I" = 40' SEAL COUNTY ���JAXL�-'as/ Nm 33950 * Dfr. 06-30-N* IT CIL SEAL ff EM/ N0. 53390 "- ir EV. 6-30-49 �4� APPROV BY: DATE: TR ORTATION-DEPT., RIVERSIDE COUNTY, CA. R.C.E. No. 33950 EXP. DATE: 6/30/98 PREPARED UNDER THE DI RECTIO F: 000, DATE: 0 �0 - 1I zol �, CHRISSA J.A. LEACH, R.C.E. 53390 EXP. 6/30/99 LE: AS NOTED QD _ ANYON VIEW DR/VE SEE TR. 27946-1 PLANS PREPARED SY, C an ENC//V HERS CIVIL ENG/NEER/NG • SURVEYING • PL ANN/NG 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 TEL: (909) 688-0241 • FAX (909) 688-0599 I \ .►BGG 1 SEE SHEET 1 M11?k1E DATA NUMBER 50.00' 50.00' 50.00' 50.00' 50.00' 91'05'01" 25.48 lYf?6 39.74 C2 90100'00" 25.00 25.00 39.27 C3 J1'01'12" N N 205.00 110.99 C4 31'01'12" 62.44 a0 121.82 38 37 67.99 245.00 132.64 C6 10' 18'48' 28.88 36 35 34 10'18'48" 27.07 300.00 54.00 C8 10118,48" 25.27 280.00 50.40 C9 952258' (i� Q F L/ N T R/ D G E L A N E 40 0 40 80 120 RECOMMENDED FOR APPROVAL DATE: � DATE BY MARK REVISIONS APPR. DATE CHECKED BY: DESIGNED BY: C -/GF DRAWN BY:RICK DP CHECKED BY: J.W.S. DATE: /0/15 Scale I" = 40' SEAL COUNTY ���JAXL�-'as/ Nm 33950 * Dfr. 06-30-N* IT CIL SEAL ff EM/ N0. 53390 "- ir EV. 6-30-49 �4� APPROV BY: DATE: TR ORTATION-DEPT., RIVERSIDE COUNTY, CA. R.C.E. No. 33950 EXP. DATE: 6/30/98 PREPARED UNDER THE DI RECTIO F: 000, DATE: 0 �0 - 1I zol �, CHRISSA J.A. LEACH, R.C.E. 53390 EXP. 6/30/99 LE: AS NOTED QD _ ANYON VIEW DR/VE SEE TR. 27946-1 PLANS PREPARED SY, C an ENC//V HERS CIVIL ENG/NEER/NG • SURVEYING • PL ANN/NG 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 TEL: (909) 688-0241 • FAX (909) 688-0599 I \ .►BGG 1 SEE SHEET 1 M11?k1E DATA NUMBER A=DELTA T' R' L' C1 91'05'01" 25.48 25.00 39.74 C2 90100'00" 25.00 25.00 39.27 C3 J1'01'12" 56.89 205.00 110.99 C4 31'01'12" 62.44 225.00 121.82 C5 31 '01'12 " 67.99 245.00 132.64 C6 10' 18'48' 28.88 320.00 57.60 C7 10'18'48" 27.07 300.00 54.00 C8 10118,48" 25.27 280.00 50.40 C9 952258' 27.47 25.00 41.62 C10 93`39' i l " 26.65 25.01 40.86 C11 2325'50" 100.57 1485.00 198.34 C 12 24'462J" 110.91 505.00 218.35 C 13 25'00'43" 116.45 525.00 229.18 C 14 10'20'36" 55.48 613.00 110.66 C 15 04'31'17" 24.20 613.00 48.37 C 16 05'52'00" 30.39 593.00 60.72 TRACT N0. 27946 COUNTY OF RIVERSIDE STREET IMPROVEMENT PLAN SUNK/SE DRI VE FOR: K. HOVNANIAN TON Cr FSFZ14- 5F EA SF EA EA SHEET No. 3 OF 3 SHEETS FILE No. 5084 9/200a