Loading...
912y_sppGENEf?AL //VOTES. 1. 1T SAMLL &- THE R£SPOVSWI-17r OF THE ar-WZGI0ER10WNER OR CONIRA076W TO AROL Y 70 THE RMP-5S1ar' 606IN7Y TTPAV5R6WTATIOW DEPARTMENT PEIPMIT SECTION, FOR AN EN0fiO4CHMENT PERMIT FOR ALL MVRK PERFORMED NJTHIN THE PUBLIC RIGHT -OF -40r OEOICATED AND ACCEPTED FOR PUBLIC USE,• ANO TO a!- RESPOA/SIBLE FOR SATISFACTORY 00M,q ANCE FOR ALL CURRENT ENY9h'0VA0f' NTA- REGULARONS DURING THE LIF OF CONSTRU0770 V A0T1WPfS FOR THIS PROJECT. AD0/770AML S7ZIO/ES AND/GAP PERM175 AHOY BF REPULREO 2. THE 00)VTR4C76W SH&Z BE RESPONSIBLE FOR THE CLEARING OF PROPOSED #VW AREA, AND REL UC472V N COSTS OF ALL EXIST7NG 6175219ES: PEIPMI7TEE MUST INFORM COUNTY OF CONS7RUC770N SCHEDULE AT LEAST 48 HOURS PRIOR TO BEG/AWING OF CONSTRUCTION. PHONE.• 909/275-68615 .3. THE a,WLOlPER SAMLL INSTALL STREET NAME 516 WS CONFORMING TO COUNTY STANDARD NO. 816. 4 ALL IVRK SAWLL CONFORM TO THE A'E0611AYl/EN75 OF THE RIVERSIDE COUNTY IIPANSP0RTAMON DIEPAR7YENT IMPROVEA&NT STAND4R95 AND SPECIf7C4P6WS LATEST EDIT70W, COUNTY ORDYAMAVCE NO. 461 AND SUBSEQV fA17' AME%VLAMfN7S. 5. IT SH&Z BE THE RESPONSIBILITY OF 7HNE DfI-EZ6WER TO N077fY 17 -IE ENGINEER 70 INSTALL STREET CENTERLINE MON"VfNI-5 AS REOUIRED BY RIVERSIDE COUNTY ORbYIWARCE NO. 461. 6. ALL UNOER0AWNO FACILITIES #17H LATZ%PALS, SI-A4LL BE /N PLACE PRIOR TO PAVING THE S7REET SEC770N INCL ULWN6, BUT NOT LIMIIFO TO 771E FOLLOWING• SEWER, NATER, EZ£C7RYC, G45 AND STORM DRAINS. 7. CURB DEPRESSIONS AND DPIVFWAI' APPR04OIEN WILL Rf /NSTALLE7> ANO C6WS1-AVC7FD ACCORDING TO COUNTY STA104RO NO. 206 & 207, AS aYREC7FD IN THE FIELD. 8. ALL STREET SECTIONS ARE IFNTAMf. 4ZV1P0N V SOIL 17-S75 5H4LL BE TA,'r 1V Af7FR ROUGH L^"RALVNG TO Of7ERM/NE EXACT STREET SEC170rV REQI/1hrNFN73: USE STAN64RO NO. 401 IF EXPANS/VF SOILS ARE EANCOUN7FRED. 9. i,SPAML770 EMULSION" (FoG SEAL) SAMLL BE APPLIED NOT LESS THAN FOUR7FEN a4 YS FOLZ 0# NG PLACEMENT OF THE ASPHAL T SURFACING AN, SH4LL BE APPLIfV AT A RA 7F OF 0.05 GALLON PER SQUARE YARD. ASPAMLPTC EMULSION SHWL 06WF0AW TO SECM9NS .37 ,39 ANO 94 OF 7H'E STATE STAN04R0 SPEC117C4170NS. 10. PRIME C04T REQUIRED )W16W TO PAVING ALL GRADE /N EXCESS OF 7EN PERCE7VT. 11. INSTALL STREET 71PEES IN ACCOKMNCE W7H 0AVIAMNCE NO. 460 AND 499. COPANIOPSIS A1V4C4RLV0DE5/C4RR07*V 9,, PYR(1S KAWAKAMI/EYERGREEN PEAR, FICUS RE7US4 N177mllNu4N LAUREL. 12. STREET L16H7S SHALL BE INSTALLED IN A000RD4N0E WITH THE APPROVED 571P£ET L16)V77NG PL4N. 1.3 AS DETERMINED BY 7HE TRANSPOR74770YV GV/RECTOR, THE OfYELOPER /S RFSPOWSIBLE AS A MINIMUM F6W RYa40 IMPROVfMEN7S TO CENTERLINE ANO AL4Y &- RE00U1RFD AO RECONSTFMOT EX/SPNG PAVEMENT, INCLUOING B4SE, ANO A07C'H/AV OVERLAY REQUIRED TO A&ET THE STRMC77JRAL STAND4RDS R7R THE CURRENT ASSIGNED 7RAF77C INOEX. 14. ONLY LANDSCAPING CONSIS77NG OF GRASS ANO PARKWAY TREES MAY SE INSTALLZD #77H1N PARJ�flf14YS OW LOCAL RESIO£•'W77AL STREETS WITHOUT S£PAR41Y- LANDSCAPE PLANS. ALL 07HER 7YPES OF LANDSCAPING /N 7H'E3E AREAS, ANO ALL LANOSG4PING ON ALL 0,rHER STREET SAWLL REQUIRE S£PAIPA7F LANDSCAPE PL4NS. ALL LAWOSCAPING ENCR04CHMEN75 SAMLL CONFOAW 70 RIkERSIDE COUNTY STAND4R05 REL491VO TO THE A0A11NIS7R,490N OF LANDSCAPE ENCROACHM£N75- D47FD, d4NU 40'?,y 1990. 15. IT SAMLL BE 171F RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND ALM/NMIN ALL C6WS7RUC77OW, RE-6ZILATORY, GU/OE ANO WARING S1GNS f!9'7NIN THE PRaIECT IIMl75 AND /TS SURROUNDINGS AND TO PROVIDE S4fF PASSAGE FOR 7RAVFLINC P145LIC AND WORKERS UN17Z THE RAM- C0INPYE776W ANO ACCEPTANCE OF THE PROJECT BY THE CDUiVT7: 16. ANY PRllG47F DRA/AWG£ FACILII7F5 S1100W ON 7NESE PLANS ARE FOR INFOAW4PON OWL Y. BY SIOV/NG THESE IMPROVEMENT PLANS, NO RfMfW OR APPRVOMI 6F THOSE POVA7F FACIL/17fT ARE IMPLIED OR /NTFNOEO BY AVkfR- S1DE COUNTY TRANSR RTAMCW a--PAR7MEWT. 17. AFTER OCTOJBE/P 1, 1992, L l?vVS777L/CT/ON PROJECTS 771AT 01S77JR29 MORE THIN RW ACRES MUST OBTAIN A AMP70AML R Z617ANT DISCHARGE ELIMIN41 ON SYSTEM (NPDES) PERMIT. OWNER�/OEYEL OPERS ARE RFOUIRFD TO FILE A N077CE Of- INTENT (NOV WITH THE STA/F WATER RESOURrfS C01VTR Z B04RD (SNRFC'B� AND PREPARE A STORM WAIFR ROLL11PCW PREkEN776W PLAN (-5#PRP) ANO MVDNITORING PLAN FOR THE S11F sl, N/NG & STRIP/NG G�N�f?AL NOTL�S. A. M*'RC STRIPES, PAVEMENT U4AWIA49S AND RAI -SE -0 PAVEMENT MARKERS PER THE STATE OF CALIFOAWO PWFIC M*VU4L, 46VN7fN4VCE A0,WIAL, SMAZ34R0 PLANS AND STA104R0 SPEC1f7C477CWS LATEST EDI776WS. B. ALL SIGNS S?W Z BE INSTALLED Opy 4 " X 4f' #VW POS75 OR ON SNS POSTS AS SHOWN. ALL SIGNS SAWLL BE STAND4RO SIZE UNLESS O7HHE/PWISE NOTED ON 7IVf PLAN. C. ALL STRIPES, SIGNS, AND PAWMENT AARK/NGS SH41-L BE REFLECTORYZEO S7FN0)L5 FOR PAVEMENT AiMMMIA45S SHALL AITCH 001JN7Y STENCILS. O. ALL 57RYPINC SHOWN PFR APPLICABLE CALTRAN..S' DETAILS. E. THE 00N7RACTOR SARLL INSTALL SIGNING, S7T?IPYNo AND PAVEMENT ALWRKINGS IN AC00RD4N6E #17H 71-1E APPROkED PLAN, #I7H ALL INCURRED 00= BORNE BY THE DEVELOPER Underground Service Alert Call: TOLL FREE 1-800 277-2600 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. 110175; 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 SJ 16 1935 RESET 1965. ELEVATION: 907.5180 STREET IMPROVEAlfENT FLANS TFIID\ACT NO. 2 6 1 rUTURr _ R 1J%1 771E PRIVATE E?VGINEER SIGNING THESE PLANS /S RESPONSIBLE fz7R ASSURING THE ACCURACY ANO ACCERABIL17Y CF THE DESIGN HEREON IN THF EYirIVT OF 01SCRfFAA CIES AAYSA'VG AfTER COUNTY APPROVAL OR DU114ING C6NS1-RVC776W THE PRIVATE ENGINEER SHALL BE RESRONS/EWE DATE BY MARK REVISIONS fOR DETERMINING AN ACCEPTABLE SOZ 1196W ANO RfWSING THE PLAACS FOR APPA10YAL BY INE COUNTY. DESIGNED BY: C -/GF DRAWN BY: C -/GF CHECKED BY 0 150 .300 600 R/W R/W GOLDEN LOCUST DRIVE, LEMONWOOD DRIVE & CANYON VIEW DRIVE COUNTY OF RIVERSIDE STD. 104, SECTION "A" N.T.S. TI = 5.5 PRELIM. R VALUE = 25 X 0.25' AC OVER 0.67' AB (CLASS 2) X SEE GENERAL NOTE 8 RECOMMENDED FOR APPROVAL CY DATE: 11 ?-Y 7 APPR. CHECKED BY: pis dDATE JWS DATE: 61l?1 SEAL COUNTY �OQ14 ESS/q� W � NO. 33950 * EXP. 06-30-98 clvkt CA��F�\� SCC% 7 " = 150 & PROVED BY: CO/l/STf?IICT/O/V A1072ES O, IA/VT/T/Z-S. 1a- CONSTRUCT 0.25' AC OVER ..................................... 1, 010 TON 0.67' AB (CLASS 2) .................................................. 1, 39..3 CI' 1A CONSTRUCT ASPHAL T CONCRETE RA VINO PER TYP/CAL SECT/ON ON SHEET 5 OF 6 CONSTRUCT TYPE ':1-6 " CURB && GUTTER PER RIVERS/OE COUNTY STD. No. 200 2,972 LF CONSTRUCT CONC. S/DEbYALK PER RIVERS/DE COUNTY STD. No. 400 c& 401 ............................. 18, 538 SF CONSTRUCT 10' CROSS GUTTER PER R/VERS/DE COUNTY STD. No. 209 & 209A ................................ 2,090 SF CONSTRUCT RANO/CAP ACCESS RAMP PER 1,?/VERS/OE COUNTY STD. No. 403 10 EA ©— CONSTRUCT OR/VE APPROACH PER R/VERS/DE COUNTY STD. No. 207 ................................................ 4-95051- 10Z-ACE ,950SFPLACE STREET NAME S/GN PER COUNTY OF R/VERS/DE STD. No. 816 ............................................... 4 EA REMOVE 6 /NCH CURB &• GUTTER ...................... 174 L F REMOVE 51,02- SAL K ................................. 1, 044 SF SALYCUT AND JO/N EX. AC PAV'WT/FEATHER OVERLAY FOR SMOOTH TRAN51710N...................................... ..348 SF �- PLACE STREET 7R,,5 Pff GENERAL NOTE NO. 11 TN/S SHEET ............................................... J7 EA o- PLACE STREET L /GHTS SHOWN HEREON PER SEPARATE STREET L /CHT PLAN, TR 27946-1 ................ 12 EA CONSTRUCT BARR/CADS PER R/VERS/DE COUNTY STD. NO. 810 .......................................... 180 LF INSTALL STD. SIZE REFLECTOR/ZED 57010 S/GN (R1) ON METAL STREET NAME SIGN POST AS PER COUNTY OF R/VERS/DE STD. 816 AND PLACE 12 " THERMOPLAST/C Z14117-L/NE PER _ J � CAL TRANS STD. 10ZAN A24E....................................... 2 EA 1 3J ROADWAY EXCAVAT/ON.................................................... 1690 CIV ASPHAL T EMU-S/ON - FOG SEAL .................................. 2 TON Tom+ y �T UT/1/TY T�PfiYCH ............. . .. . . . . . • .................. /, 500 C.f. ACCESS TO TH/S TRACT /S PROV/DED BY CLAY CANYON ROAD. A10101q0VED PLANS FOR CLAY CANYON ARE ON FIZZ- AT T/ -IE COUNTY OF R/VERS/DE TRANSPORTAT/ON DEPARTMENT THE CLAY CANYON IMPROVEMENTS HAVE BEEN BONDED FOR SEPARATE- Y. L EGEND BCR BEGIN CURB RETURN ECR END CURB RETURN L T. LEFT RT. RIGHT CL CENIFRLINE ELY, WL Y E4S1-FRL Y, WES7ERL Y SL Y, NZ)- SOUTHER- Y, NORTHER- Y TC TOP OF CURB FL FLOW LINE EP EDGE OF PAVEMENT P. C. C. POR7ZAN0 CEMENT CONCRETE C. B. CATCH BASIN = o PROP. 57REET LIGHT 0 PROP. STREET TREE ASPHAL 71C CONCRETE EX. CHAIN LINK FENCE EXISTING BUILDING F/RE HYDRANT --- EXISTING CONCRETE _ EX. ST L/GHT EX. S10EWALK EX. WATER METER EX, WATER VALVE EX. MAN HOLE --- - PROP. CHA/NLINK FENCE PROP. BLOCK WALL OlIANT/T/ES SHOWN DO NOT INCL UDE GYORK TO BZ- PERFOf?MEO ON CLAY CANYON OR/VE. SEC. 28 , T.4S, R.6W ONTARIO AVECAJALCO ROAD NUE FS'C q� co,�oNq cy��oti qy O SITE 15 CLAY CANYON DRIVE FOUND SPIKE AND TAG R.C.E. 14488 FOUND 2" I.P. R. C. E. 14488 qp 1//C/N/TY IWAP N.T.S. NOTE: 1) WORK CONTAINED WITHIN THIS PLAN SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. PLANS PREPARED BY., a kan ENC/NEERS CIVIL ENGINEERING • SURVEYING • PLANNING 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 TEL: (909) 688-0241 • FAX: (909) 688-0599 BENCHMARK: SEE ABOVE ® LEFT TRACT NO. 27946-1 SHEET No. COUNTY OF RIVERSIDE 1 SCHEDULE A STREET IMPROVEMENT PLAN °F 4 sHEETs TITLE SHEET FILE No. FOR: K. HOVNANIAN 5084 91200Y A RQMANI, ASSOC IVIL ENGINI C.E. NO. 4 72 DAT 2-31 -98 SEAL APPROV BY: DATE: *S111 T-7 ESSI NS RTATION T., RIVERSIDE COUNTY, CA. t _ R.C. No. X39 EXP. DATE: 6/30/98 N0. 53390 * EXP. 6-30-99 * PREPARED UNDER THE DIRECTI N OF: DATE: �( Jp,� I OFCA0�\� SCALE: AS NOTED CHARISSA J.A. LEACH R.C.E. 53390 EXP. 6/ 91 DATE: FEB 1997 ASPHAL 71C CONCRETE EX. CHAIN LINK FENCE EXISTING BUILDING F/RE HYDRANT --- EXISTING CONCRETE _ EX. ST L/GHT EX. S10EWALK EX. WATER METER EX, WATER VALVE EX. MAN HOLE --- - PROP. CHA/NLINK FENCE PROP. BLOCK WALL OlIANT/T/ES SHOWN DO NOT INCL UDE GYORK TO BZ- PERFOf?MEO ON CLAY CANYON OR/VE. SEC. 28 , T.4S, R.6W ONTARIO AVECAJALCO ROAD NUE FS'C q� co,�oNq cy��oti qy O SITE 15 CLAY CANYON DRIVE FOUND SPIKE AND TAG R.C.E. 14488 FOUND 2" I.P. R. C. E. 14488 qp 1//C/N/TY IWAP N.T.S. NOTE: 1) WORK CONTAINED WITHIN THIS PLAN SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. PLANS PREPARED BY., a kan ENC/NEERS CIVIL ENGINEERING • SURVEYING • PLANNING 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 TEL: (909) 688-0241 • FAX: (909) 688-0599 BENCHMARK: SEE ABOVE ® LEFT TRACT NO. 27946-1 SHEET No. COUNTY OF RIVERSIDE 1 SCHEDULE A STREET IMPROVEMENT PLAN °F 4 sHEETs TITLE SHEET FILE No. FOR: K. HOVNANIAN 5084 91200Y Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG CLAY CANYON DRIVE SEE SHEET 5 OF 32 TR. 22335 IMPROVEMENT PLANS STA 10+00.00 GOLDEN LOCUST DR. STA 37+94.79 CLAY CANYON LEMONWOOD DRIVE SEE SHEET 3 OF 4 GOLDEN LOCUST DRIVE RECOMMENDED FOR APPROVAL A 0 t;,-M�-! DATE: Z -1/9 CHECKED BY: DATE BY MARK REVISIONS APPR. DATE DESIGNED BY: C—/GF DRAWN BY:RICK DP CHECKED BY: J.W.S. DATE: 40 SEAL COUNTY QRS ESS/pal N0. 33950 * EXP. 06-30-98 fJ CIV1� 9� OF CA��F 0 40 Scale 1 " = 40' SEAL �OQ�QEESS/q� W U�ap l� 2 3� z N0. 53390 * EXP. 6-30--99 Jl9� OF CAI�F�\� 120 APPROVED BY: DATE: T NS RTA RIVERSIDE COUNTY, CA. R.C. No. 33950 EXP. DATE: 6/30/98 PREPARED UNDER THE DIRECTIO F: DATE: it SCALE: AS NOTED CNA4 SA J.A. LEACH, R.C.E. 53390, EXP.6/30/99 DATE: JUN 16 199 PLANS PREPARED BY, a an ENG/&V HERS CIVIL ENGINEERING* SURVEYING PLANNING 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 TEL; (909) 688-0249 • FAX (909) 688-0599 BENCHMARK: SEE SHEET 1 CO/V57R- I ACT/ON A107Z-5 & CONSTRUCT 0.25' AC OVER .......................................... 165 TON 0.67' AB ('CLASS 2) ...................................................... 228 CY CONSTRUCT TYPE '%1-6" CURB & OUITER PER 23.08' 25.00' .37.28' 2108' RIVERSIDE COUNTY STD. No. 200 ................................. 460 LF CONSTRUCT CONC. 51,9,1 BALK PER R/VERSLDE C3 COUNTY STD, No. 400 & 401 .................................... 2888 SF 0-- CONSTRUCT 10' CROSS 0117TEII PER RIVERS/DE 0825 37"' COUNTY STD. No. 209 & 209A .................................... 838 SF CONSTRUCT 11AN,91CAP ACCESS RAMP PER RIVERSIDE 1 1 18.56' COUNTY STD. No. 403 .................................................. 2 EA CONSTRUCT STREET NAME 51ON PER RIVERSIDE COUNTY STD. No. 816 ................................. 1 EA REMOVE 6 INCH CURB & GUTTER ...................... 87 LF gO— REMOVE SIDEWALK 522 SF SAGYCUT AND ✓DIN EX. AC PAVAN/FEATHER OVERLAY FOR SMOOTH TRANS/TION (2' YIN) .......................... 87 LF Q CONSTRUCT BARRICADE PER RIV0R5/0E COUNTY STD NO. 810 ............................................. 60 LF ® INSTALL REFLECTOR/ZE0 STOP SIGN (R1) ON METAL STREET NAME 51ON POST AS PER COUNTY OF RIVERSIDE STD. 816 AND PLACE 12" THERMOPLASTIC LIM/T LINE PER CAL TRANS STD. PLAN A24E............................................. 154 LINE & CURVE DATA TRACT N0. 27946-1 COUNTY OF RIVERSIDE STREET IMPROVEMENT PLAN GOLDEN LOCUST DRIVE FOR: K. HOVNANIAN SHEET No. 2 OF 4 SHEETS FILE No. X 5084 DEL TA 7- 23.08' 25.00' .37.28' 2108' C2 N. 144150'{f: 18.71' C3 152.3'10 "' 24.99' 185.00' 49.68' C4 0825 37"' 16.58' 225.00' .3.3 09' C5 N. 144150')4 1 1 18.56' C6 85'37'16 " 12J76-125. 00 .37.36' TRACT N0. 27946-1 COUNTY OF RIVERSIDE STREET IMPROVEMENT PLAN GOLDEN LOCUST DRIVE FOR: K. HOVNANIAN SHEET No. 2 OF 4 SHEETS FILE No. X 5084 10 11 12 I`1 CANYON VIEW DRIVE GOLDEN LOCUST DRIVE SEE SHEET 4 OF 4 CURVE DATA NUMMR MZ TA T R L ' C1 89 3807" 24.85 25.00 99. 11 C2 3o 44 v " 87.98 .320.00 171.71 C3 252301 " 72.07 .320.00 (41.77 C490'00 00 1" 25..0E0 25.00 .39.27 C5 .90,0000 " 25.00 25.00 .39.27 06 252301 " F3.06 280.00 124.05 C7 2.3'5628" 59.37 280.00 117.00 C8 825023" 22.06 25.00 .36.15 Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG GOLDEN LOCUST DRIVE SEE SHEET 2 OF 4 DATE BY I MARK I REVISIONS I APPR DESIGNED BY: C—/GF DRAWN BY:RICK/DP CHECKED BY: J.W.S L E M O N W O O D RECOMMENDED FOR APPROVAL- / DATE:: L Z DATE CHECKED BY: DATE: 40 SEAL COUNTY 0 40 QROFESS/ 9��q� N0. 33950 * EXP. 06-30-98 sl civ► N OF CA��Fe Scale 1 " = 40' CHIVrUIV VILVV UMVL SEE SHEET 4 OF 4 D R I V E SEA L �o' R VlsS/ l a J.4 Fac N0. 53390 * EXP. 6-30-99 Jt civic �Q \OF Cm 120 APPROVBY: DATE: 011 AN ORTATION PT., RIVERSIDE COUNTY, CA. R. No. 33!MO EXP. DATE: 6/30/98 PREPARED UNDER THE DIRECTI N F: DATE: CHARISSA J.A. LEACH R.C.E. 53390 EXP. 6/30/99 PLANS PREPARED By a an ENG1NEERS CIVIL ENG/NEER/NG•8URVEYING•PLANNING 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 TEL., (909) 688-0241 • FAX (909) 688-0599 ALE: AS NOTED BENCHMARK: TE: JUN 16, 1997 SEE SHEET 1 CON57R- 1CT-1012 /1/OT�S & Ql1�l/VT/T/ES CONSTRUCT 0.25' AC OVER ........................................ 558 TON 0.67' AB (CLASS 2) ..................................................... 770 C 0— CONSTRUCT 7YPE �1-6 " CURB & OU77ER PER RIVERSIDE COUN7Y STD. IVo. 200 ................................. 1, 104 LF CONSTRUCT CONC. S/DEIWALK PER RIVERSIDE COUN7Y STD. IVo. 400 & 401 .................................... 7, 827 SF CONSTRUCT 10' CROSS CU7TER PER RIVERSIDE COUNTY STD. No. 209 & 209A .................................... 693 SF CONSTRUCT HANDICAP ACCESS RAMP PER R/ITERS/0E COUN7YSTD. No. 40..3 .................................................. 4 EA ©— CONSTRUCT DR/VE APPROACH PER R10ERS/DE COUNTY STD. lVo. 207 .................................................. 3, 150 SF o- PLACE STREET NAME 51ON PER COUN7Y OF RIVERSIDE STD. No. 816 ............................................... 2 EA TRACT N0. 27946-1 SHEET No. COUNTY OF RIVERSIDE 3 STREET IMPROVEMENT PLAN OF 4 SHEETS LEMONWOOD DRIVE IFILE No. FOR: K. HOVNANIAN 5084 9/2-Y C U RVE DATA 10 11 12 CLAY CANYON DRIVE SEE SHEET 5 OF 32 107'x105' DRAINAGE EASEMENT LEMONWOOD DRIVE FLINTRIDGE LANE TR, 22335 IMP. PLANS TO RIVERSIDE COUNTY SEE SHEET 3 OF 4 FUTURE TRACT 27946 TRANSPORTATION. NUMBER DEL TA T ' R ' L ' C1 80'50'49 " 21.29 25.00 3528 C2 9000 00 " 25.00 25.00 39.27 C3 9000 00 " 25.00 25.00 39.27 C4 U5 G7. ab 134.95 C5 87'36'33" 24.02 25 05 38.30 C6 94'39'44 " 2712 25.00 41.30 C7 0404/'_0" 5.! -1410 114 w C8 L '4Z'ZZ' 58 !$ /41".," 117.70 C9 14f'6V'53.. 330b /6,422 C10 4m' 'OZ" I 47.47 /433.00 -4W , C11 .03' 13'03" 126.45125.00 14U67 Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG C&G � W C A N Y O N 40 040 80 120 VIEW DRIVE Scale 1 " = 40' SEAL COUNTY ESS/q� 0 N0. 33950 * EXP. 06-30-98 VI Q`I CA0�\P SEAL ��pc�OFESS/ql NO. 53390 * EXP. 6-30--99 clvi\� �Q 9� OF Ck APPROV D BY: DATE: i s/./ 17 kAN ORTAT N EPT., RIVERSIDE COUNTY, CA. .C—E. No. 33950 EXP. DATE: 6130198 PREP RED UNDER THE DIRECTION OF: A DATE: f� SCALE: AS NOTED CHARISSA J.A. LEACH, R.C.E. 53390, EXP.6/30/99 DATE: JUN 16. 1997 EXISTING RAMP USE EXISTING RAMP FOR CONVEYING FLOWS 0100=33.4 cfs 010=20.7 cfs CONSTRUCT 25 LB. ROCK m 2:7 SIDE SLOPES (2' DEEP) v Nom N SECTION 'A—A" NOT TO SCALE PLANS PREPARED BY., a an ENGINEERS CIVIL ENG/NEER/NG • SURVEYING • PLANNING 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 TEL: (909) 688-0241 • FAX (909) 688-0599 BENCHMARK: SEE SHEET 1 CONSTRUCT 0.25' AC OVER .......................................... RECOMMENDED FOR APPROVAL 0.67' AB (CL.45S 2,) ...................................................... 622 CY CONSTRUCT TYPE i1-6 " CURB & 0617TER PER R/VERS/DE COUNTY STD. No. 200 .................................. 1,255 LF DATE: DATE BY MARK REVISIONS APPR. DATE CHECKED BY: DATE: DESIGNED BY: C—/GF DRAWN BY:RICK DP CHECKED BY: J.W.S. VIEW DRIVE Scale 1 " = 40' SEAL COUNTY ESS/q� 0 N0. 33950 * EXP. 06-30-98 VI Q`I CA0�\P SEAL ��pc�OFESS/ql NO. 53390 * EXP. 6-30--99 clvi\� �Q 9� OF Ck APPROV D BY: DATE: i s/./ 17 kAN ORTAT N EPT., RIVERSIDE COUNTY, CA. .C—E. No. 33950 EXP. DATE: 6130198 PREP RED UNDER THE DIRECTION OF: A DATE: f� SCALE: AS NOTED CHARISSA J.A. LEACH, R.C.E. 53390, EXP.6/30/99 DATE: JUN 16. 1997 EXISTING RAMP USE EXISTING RAMP FOR CONVEYING FLOWS 0100=33.4 cfs 010=20.7 cfs CONSTRUCT 25 LB. ROCK m 2:7 SIDE SLOPES (2' DEEP) v Nom N SECTION 'A—A" NOT TO SCALE PLANS PREPARED BY., a an ENGINEERS CIVIL ENG/NEER/NG • SURVEYING • PLANNING 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 TEL: (909) 688-0241 • FAX (909) 688-0599 BENCHMARK: SEE SHEET 1 CONSTRUCT 0.25' AC OVER .......................................... 451 TON 0.67' AB (CL.45S 2,) ...................................................... 622 CY CONSTRUCT TYPE i1-6 " CURB & 0617TER PER R/VERS/DE COUNTY STD. No. 200 .................................. 1,255 LF CONSTRUCT CONC. SIOEIWAL/( PER R/!/ERS/DE COUNTY STD. No. 400 & 401 .................................... 5, 984 SF CONSTRUCT 10' CROSS GUTTER PER RIVERSIDE COUNTY STD. No. 209 & 209A ..................................... 1, 447 SF CONSTRUCT HANDICAP ACCESS RAMP PER RIVERSIDE COUNTY STD. No. 40J .................................................. 6 EA �— CONSTRUCT OR/VE APPROACH PER RIVERSIDE COUNTY STD. No. 207 ................................................... 1,800 SF PLACE STREET NAME SIGN PER COUN7Y OF P/VERS/OE STD. NO. 816 ................................................ 2 EA o- REMOVE 6 "' CURB AND GU7TER...................................... 87 LF REMOVE SIDEGYALK........................................................... 522 SF SAWCUT AND ✓OIN E.Y. AC PAVil1T/FEATHER OVERLAY FOR SMOOTH TRANS/TION K2" VIN,) ............................... 87 LF CONSTRUCT BARRICADE PER RIVERSIDE COUNTY STO. No. 810 .................................................... 720 LF INSTALL REFLECTOR/ZED 57OR SIGN (R1) ON METAL STREET NAME SIGN POST AS PER COUNTY OF R/VERS/DE STD. 816 AND PL4C6_ 1.2" Th'ERMOPL4STIC LIMIT LINE PER CAL TRANS STD. PZAN A24E................................................. IEA TO BE CONSTRUCTED PER GRADING PLANS 30' JOIN EXIST GROUND (TYP.) lyres v(5 o �u CONSTRUCT 2 CONCRETE . �s 55' CUT OFF WALL, 6- THICK, 40' LONG. CONSTRUCT 25 LB. ROCK JOIN EXISTING RAMP RIP—RAP PAD WITH JOIN 1 EXISTING ST IN BLANKET AND FILTER MATERIAL YS 4X ( ) Z 2:1 SIDE SLOPES (2' DEEP) s h� ry ry SECTION "B—B" NOT TO SCALE SHEET No. TRACT N0. 27946-1 COUNTY OF RIVERSIDE 4 STREET IMPROVEMENT PLAN of 4 SHEETS CANYON VIEW DRIVE IFILE No. FOR: K. HOVNANIAN 9/2-Y