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912q_sppOfN- fF'Az NOTES.• 1. /T SHALL BE 711E RES-0NSIBILI7Y OF THE DEYEL OPER/OWNER OR 06N7AWC70R TO ADPL Y TO TWE RIVERS/OE COUNTY 7RAN5PORTi417ON bEPARIM£NT PERMIT SEC7701V, FOR AN ENCROACHMENT PERM/,T FOR ALL WKW PERFORMED WITHIN 711E PUBLIC RIGHT-OF-WAY OEOICAlED ANO ACCEPTED FOR PUBLIC USE,- AMD TO BE RESPONSIBLE FOR 5-477SFAC70RY C0Ao00Z, 4MCE Fal? ALL CURRENT f1 RONMENTAL REGUL47701VS DURING TW£ LIAT Or COWS7ROC776W 14C17V/17jS FOR THIS 0RO✓ -Cl AD0/770NAL S7Z1D1E3' AND,10R P£RM17S MAY BE REOUIREO. 2. IWE 06W7RACTOR SMZZ BE RESPONSIBLE FOR 7WE CLEARING OF PR1?POSEO #VRK AREA, AND RELOC:4PON COSTS OF ALL EXISTING U77LI77E5: PERMI77EE MUST WrORM COUNTY OF CON57RUC77ON SCHEDULE AT LEAST 48 HOURS' PRIOR TO BEGINNING OF CONS7RUC770N. Pf16WE.- 909/275-6885 .3. TWE DEYfLOPER SHALL INSTALL S7RIfT IVG441E SIGNS CONFORMING TO COUNTY STANa019 NO. 816. 4 ALL WORK SHALL COVFORM TO THE REOU/REMEN75 OF THE RIVERSIDE COUNTY 7R4VSPORTA77OW DEPARTMENT IMPROY£MENT STAND4ROS AND SPEC/f7C.4776WS L47F57EOIT70N, COUNTY ORDINANCE NO. 461 AND 51-18SE4UENT AMENL.WNTS. 5. IT SH&Z BE TWE ? -SI OWS/B/L/7 3' OF INE DEZELOPER TO NOTIFY THE ENGINEER TO INSTALL S7REFT CEN7FRL/NE 410NUMEN75 AS REOU/RED BY R/YPRSIOE COUNTY OROIAMNCE ,NO. 461. 6. ALL UIVDERGROUND FACILITIES AWTH LATERALS, SHALL BE /N PLACE PRIOR TO PALING 171E STREET SECTION INCLUDING, BUT NOT L/M/7FO TO THE FOLLO{f7W SEfYER, WWFR, EZEC7RIC, 64S ANO STORM DRAINS. 7. CURB DEPRESS/DWS AVO QYPIl2rMI4Y APPROACHES WILL BE INSTALLED AND C5WS7RUC7FD ACCCKVING TO COUNTY STANDARD NO. 207, AS DIRECTED IN 7HE 17ELD. 8. ALL STREET SE0776WS ARE TENTA77VE AODIT/0mL SOIL 7FS75 SHLL BE TAKEN Af7FR ROUGH GRADING TO 0ETERM/NE EXACT S7Rt-fT SECTION REQUIREMENTS. USE STAND4MD NO. 401 /F EXPANSIkE SOILS ARE ENCOUNIFREO. 9. 74SPfa Z 9C EMULSIOW' (F0G SEAL% SHALL BE APPLIED NOT LESS TWAN FOEURTEEN D4YS FOLLON9NG PLACEMENT OF TWE ASPHALT SURFACING AND SHALL BE APPLIED AT A AM 7Z OF 0.05 GALL ON PER SQUARE YARD. ASPHC77C E4MULS/01V SHALL 05WFORM TO SEC77ONS ,i7, .39 ANO 94 OF 7HE STATE STANZMAV SPECIRC%4POWS. 10. PRIME 0047- REOUIRED PR/OR 70 PAI%NG ALL GRADE /N EXCESS OF /7-N PERCENT. IA INSTALL STREET TREES 1N ACCORD4NCE W/7 -H ORDINANCE NO. 460 ANO 499. CORWORS/S AN4CARaIODE511C4RR07W00,0 R1 RVS KAWAKAMI/EVERGREEN PEAR 476.YS RETUSA N1Pa4/1NL V4N LAUREL. 12. S7REET L16H7N SHALL aF- INSTALLED /N ACCORDANCE WITH TWE APPROVED STREET L/0H77NG PLAN. IJ AS M7Z- WINED BY TWE 7AW VS170RT4770N DIRECTOR, THE OEYL<L OPER /S RESPONSIBLE ASA MIN/MUM F6W AV40 /MPROVEAIENTS TO CENIFRLINE AND 40,0 BE REQUIRED TO REC04S7RUCT EX/SITING PAVEMENT, /NCL U01NG B4SE, AND A0701VING OVERLAY RF0t11RED TO MEET 7HE STRUCTURAL STAND4ROS FOR INE CURRENT ASSIGNED TRAFFIC INDEX. 14 ONLY LANDSCAPING CONS1577NO OF GRASS AND PARKWAY TREES MAY BE INSTALLED WTHIN PARKWAYS ON LOCAL RE51DEN77AL S7REET5 W17W0(1T SERARAIF LANDSCAPE PLANS. ALL 0771£? TYPES OF LANDSCAPING IN I77E3'E AREAS, ANO ALL LANDSCAPING ON ALL 017-IfR STREET SHWZ REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCR044CHMEN7Y Sli4LL CONFORM TO RIVERSIDE COUNTY STi4/VL74ROS RELATING TO 7WE AbIMINIS7AA96W OF LANDSCAPE ENOROACIIMEN75- a47FD, JANUARY 1990. 15. Ar SH4U BE 1 -Hf RESP0NS18ILITY OF 7WE CONTRACTOR OR DEVELOPER TO INSTALL AND ALA/NTAIN ALL C0NS7R61C770N REGULATORY, GUIDE AND WAR/NG SIGNS WIIWIN 77/£ 199Uk--CT L/M/7S AND /75 SURROUNDINGS AND 70 PROWIF .S40E PASSAGE FOR 7AX PEN/1146 PUBLIC AND WORKERS UN77L THE RAW 6100,0LE776W AND ACCEPTANCE OF THE PROJECT BY THE COMN7Y. 16. ANY PRIVWF DRAINAGE FACILITIES SHOWN ON 7HESE PLANS ARE FOR INFORA1477ON OWL Y. BY SIGNING IWESE IMPROVEMENT PLANS, NO REMEW 6W APPROVAL OF ThVSE PR/VA7E FAC/L/TIES ARE IMPLIED OR INTENOIED BY RIkERSIOE COUNTY 7R4NSPORT.4770N 0EPAR75VENT. 17. AFTER 06706£? 1, 1992, CONS7RUC170N PAUIECTS T1 -OT DISTURB MORE TH4N f71k£ ACRES MUST 097AIN A NATIONAL POLLUTANT DISCHARGE EL/M11V4176W SY57FM INPOKS) PERMIT. OWNERS11MWLOPERS ARE RElJU1R£D TO FILE A NOTICE OF /N7FNT (-NO) W1711 THE STATE WA7FR RESOURCES 616W7RaY 6040R9 (-SWRCBj AND PREPARE A STORM WA7FR POYL U7761V PREVENTION PLAN (-SWPPP) AND MONITORING PLAN FOR IW£ S/TF S/GN/NO & STi,?1PINO G'ENEi?AL /I/OTES.• A. TRAFFIC S7R1Rf5 PAVEMENT AMRi',WGS, ANO RAISED PAVEMENT MARKERS PER TWE STA7F OF C4LIFORN14 7R4FRC A14NL644 A/A/N'7F/L4NCE MANUAL, STANDARO PLANS AND STANDARD SPEC1f7C496IMS LATEST E7.?1176NS. B. ALL SIGNS SHALL 6E INSTALLED 0A1 of'A' 4 " WOOD POSTS, OR ON SNS POS75 AS SHOWN. ALL S16WS SHALL BE STAND4RO S1ZE UNLESS OTHERWISE N07FO ON /WE PLAN. C. ALL S7RIPEY,, SIGNS, AND PAVEMEMT 444RKINGS SHALL BE REFLECTOR/ZfD STENCILS FOR PWEWNT M4RK/NGS SHALL 464TCH COUNTY STENCILS. D. ALL 57RIPINC SHOW PER APPL ICAIBLE C4LTRANS DETAILS. E. 771E CON7R401'OR SHALL INSTALL SIGNING, STRIPING, AND PAVEMENT MARK/NGS /N ACCORD4NCE WITH THE AORROVED PLAN, W1TW ALL AW11RRED 00573' BORNE BY THE D£l�ELOPER. Underground Service Alert Call: TOLL FREE 1-800 TWO WORKING DAYS BEFORE YOU DIG BENCHMARK: 7rl\lT 2 STREET IMPROVEMENT PLANS TRACT IVO. 27945-1 R/W q R/W 60' 40 10' 114' 16' 16' 4' 10' 3 � xo 2- % *1 0.�, 1.7 1.7�� �� 2 2:1 TO EXIST. - -__ 8' GRADED 1 8' GRADED SHOULDER SHOULDER FUTURE IMPROVEMENTS FUTURE IMPROVEMENTS CREST VIEW DRIVE STA. 10+47.00 TO STA. 13+69.87 N.T.S. TI = 5.5 PRELIM. R VALUE = 25.0 PRELIM. X 0.25' AC OVER 0.67' AB (CLASS 2) 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' +/- ELY 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. ELEV. = 907.5180 171E PRIVATE EN61N£ER SIGN/NG ThFSE PLANS /S RE3'PONS1BLE FOR ASSURING 1W£ ACCURACY AND ACCEPA.'LI7Y ar 7W£ OE53U'N HEREON. IN /WE fWNT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING COYVS7RUC770N, THE PRIWAIF ENGINEER SHV Z BE RESPONSIBLE FOR DETERM/N/NG AN ACCEJ°TAmE SaYU770N AND REYISIA4�- 111E PLANS DATE BY MARK FOR APPROVAL 9,y 7HE 001IN7Y ES I GN ED BY: C -/GF REVISIONS DRAWN BY: C -/ES CHECKED BY RECOMMENDED FOR APPROVAL DATE: APPR. DATE CHECKED BY: JWS I DATE: SEAL COUNTY A. °C No. 33960�� Exp. 6-30- 129 f ,W CREST VIEW DRIVE & CANYON VIEW DRIVE R/W R/W GREEN TREE COURT COUNTY OF RIVERSIDE STD. 104, SECTION "A" COUNTY OF RIVERSIDE STD. 106, SECTION "A" N.T.S. N.T.S. TI = 5.5 PRELIM. R VALUE = 25.0 PRELIM. TI = 5.0 PRELIM. R VALUE = 25.0 PRELIM. 0.25' AC OVER 0.67' AB (CLASS 2) CREST VIEW DR. X 0.25' AC OVER 0.54' AB (CLASS 2) 0.25' AC OVER 0.67' AB (CLASS 2) CANYON VIEW DR. X SEE GENERAL NOTE 8 SEAL NO. 47867 * EXP. 12-31-l6 6F CIL RIV TRAFFIC ANCE A VED BY: MI AHRAMANI, 45 ATE R ENDED APPROVED BY: DATE: T A PORTAT DEPT., RIVERSIDE COUNTY, CA. R.C.E. No. J 950 EXP. DATE: 6/3°/98 PREPARED UNDER HE DIRECTION OF - DATE: !p 4 OHN WILLIAM SNELL, R.C.E. 47867 EXP. 12/31/9 CONSTFMCT/0,41 NOTES & OU,4NT/T/ES.• 0- CONSTRUCT 0.25' AC ODER..................................... 1, 085 TON 0..67' AB (CLASS 2) .................................................. /, 457 CY CONSTRUCT A5RAIAL T CONCRETE PAI11NG PER TYP/CAL SECT/ON ON SHEET 5 OF 7 CONSTRUCT 0.25' AC OBER..................................... 46 TON 0.54 ' AB (CLASS 2) .................................................. 51 CY CONSTRUCT TYPE ;4-6- CURB & GU7TER PER R/1/ERS/DE COUNTY STD. NO. 200 2, 476 LF - CONSTRUCT CONC. S/DEI�ALK PER R/ITERS/DE COUNTY STD. NO. 400 & 401 .................................9 826 SF CONSTRUCT 10' CROSS 0U7TER PER R/HERS/OE COUNTY STD. NO. 209 & 209A ................................ ..3, j20 SF 0-- CONSTRUCT HAND/CAP ACCESS RAMP PER R/HERS/DE COUNTY STD. NO. 403 ................................................ 8 EACH 6o- CONSTRUCT OR/VE APPROACH PER R/KERS/DE COUNTY STD. NO. 207 ............................................. 4, 800 SF - PLACE STREET NAME S/GN PER COUNTY OF R/ITERS/DE STD. NO. 816 ............................................... 4 EACH PLACE STREET TREES SHOWN HEREON PER GENERAL NOTE NO. 11 SHEET 1 ................................................ .30 EACH ®-- PLACE STREET LIGHTS SHOWN HEREON PER SEPARATE STREET L/0117- PLAN, TR 27945-1............ 6 EACH �- INSTALL REFLECTOk/ZED STOP S/GN (R1) 01V AfeTAX-+7A&cT /VA ME S1GN P057- A5 PER CO&AI7K OF R/STD.,6/Co AWS o PLACE /2 "THE, lOi L 1M/T L I/YE PER CA L T.4'A/ ,5 STD- RZA/V A 24 6L 2 EACH INSTALL 18 " R. C. P ........................................................ 285 LF 2o-- INSTALL 24 " R. C. P .......................................................... 65 LF ©- CONSTRUCT CURB INLET CATCH BAS/N PER 1'?/VERS/OE COUNTY STD. NO. 300, W171-1 LOCAL DEPRESS/ON PER R/VERS/DE 6'OUN7Y STD. NO. 311, CASE 8 ............. J EACH REMOVE EX/ST/NG 24 " R. C. P ........................................... 42 LF 2�S - REMOVE EX/STING J6" R/SER.......................................... 1 EACH RECONSTRUCT MI11 PER RCFCbYCO STD. NO. MH251.. 1 EACH CONSTRUCT 15,,2 PER RCFCWCO STD. NO. ✓5227........ 2 EACH �— CONSTRUCT L OCAL DEPRESSION No. 2 PER RCFD&WCD STD. / 201 & PER TR. 22,-335 IMP. OW05 STREET LIGHT PER TRACT 22JJ5 IMP. PLANS L OCAT/ON REVISED 169,ON AND AS 511OWN ON SEPARATE STREET L/GHT PLAN, TR 27945-1 CONSTRUCT BARRICADE PER R/VERS/DE COUNTY STANDARDNO. 810 ......................................................... �O C F. QUANTITIES SHOWN DO NOT INCL UDE `YORK TO BE PERFORMED ON CLAY CANYON OR/VE. QUANTITIES OF WORK AND BOND/NG AMOUNTS FOR CLAY CANYON OR/VE HAVE BEEN PREPARED UNDER TRACT 223.35. A SEPARATE 90NO & ESTIMATE HAVE BEEN PREPARED FOR CLAY CANYON OR/VE UNOZR719ACTS 27945-1, 27945 27946-1, 27946, 27947-1 & 27947. ONCE THAT BOND /S /N PL4CE BOND/NG FOR CLAY CANYON UNDER TR.22JJ5 WIZZ BE RELEASED. LEGEND BCR BEGIN CURB RE77/RN AC A5PHAL77C CONCRETE ECR ENO CURB RETURN - -' - - EX. CHAIN LINK FENCE L T. LEFT EX/STING 941W, 01NO Rl. R/GHT 17RE HYDRANT CL CEN7TRLINE EXISTING CONCRETE ELr Y, WL Y EASIFRL Y, WES7TRL Y T EX. ST. L/GHT SL Y, NL Y SOU7W0191 Y, N0R7HERL Y EX. SIDEWALK EX. WATER METER TC TOP OF CURB EX. WA7FR VAL VE FL FC OW L/NE y EX. MAN HOLE EP EL7GE OF PAVEMENT PORTZAND CEMENT CONCRETE PROP. Cf1A/NL/NK FENCE C.B. CATCH BASIN PROP. STREET LIGHT PROP. STREET T7j:tE ORK CONTAINED PLANS THIN ESE NOTL NOT COMMENCE UNTIL AN ENCROACHMENT l PERMITHAND/OR GRADINGL PERMIT HAS BEEN ISSUED. SEC. 33 , T.4S, R.6W ONTARIO AVENUE CAJALCO ROAD TFC i ONS q��O �Nqe� �FF�� X090 CLAY CANYON DRIVE 15 C'JUIIE -�o I110IN17Y MA N.T.S. PLANS PREPARED BY: M101111111"m TRACT NO. 27945-1 COUNTY OF RIVERSIDE E N C3 V1w. SCHEDULE "A" CIYIL 6820 ENRPOERRING-SURDRIVE,RIEE SGDE,L CW 92504 STREET IMPROVEMENT PLAN TEL: (909) 688-0241 FAX: (909) _688-0599 TITLE SHEET GALE: AS NOTED BENCHMARK: SEE ABOVE 0 LEFT ATE: MAY 1997 1 1 FOR: K. HOVNANIAN SHEET No. 1 OF 7 SHEETS % FILE No. 5084 9/2-Q 10-- CONSTRUCT 0.25' AC OVER ............................................. 669 7ON6a-- CONSTRUCT DR/VE APPROACH PER R/VERS/DE 0.67' A8 ('CLASS 2) ........................................... I .......... 90¢ CY COUNTY STD. No. 207........ ................ 2,790 SF CONSTRUCT TYPE A-6 " CURB & GUTTER PER C-- PL4CE STREET NAVE 5/ON PER COUNTY OF R/VERS/DE COUNTY STD. No. 200 ................................. 1, ¢37 LF R/VERS/DE STD. No. 816............................................... > EA CONSTRUCT CONC. S/DEbhALK PER RIVERS/DE CONSTRUCT CURB INLET CATCH BAS/N PER R/VERS/DE COUNTY STD. No. ¢00 do ¢01 ................................... 5, 832 SF COUNTY STD. NO. ,300, W1711 L OCAL DEPRESSION PER ¢�-- CONSTRUCT 10' CROSS GUTTER PER RIVERSIDE R/VERS/DE COUNTY STD. NO. 311, CASE 9 ................ 28' C9 830 SF NUMBER D= T= ' R= ' L= ' C1 83'35 24 " 22.35 25.00 36.47 C2 16'10'49 " 89.84 632 00 178.48 C3 76"50'08 285.51 360.00 482.77 C4 2127 02 " 60.61 320.00 119.80 C5 1,9458J 1 " 27.27 25.00 41.44 C6 101 '01 ;30 " 30.34 25.00 44.08 C7 39'2J'05 " 114.53 320.00 219.97 C8 14'5J'50 " 77.40 592.00 153.92 C9 104 25 28 " 32.24 25.00 45.56 C1071 1 11'33'17" I 11.53 114.00 22.99 COUNTY STD. No. 209 & 209A .................................... 60' Of -f --SITE AC SS EASEMENT _ = 31 g4•'D2 ' = Q �8 Q p PER SEPARATE DO UMENT 80 ' 6 i L =5 W l" _49 99 ' L 14. 4 36.00' (z5f .00' 3.00' L =38. 00 ' L 96 =53 . 00 =5p O7 , cp ry 5 13 > O L' Q Oma ' - .00'L- N7' - 8 ��Ss / 3 no " o h� L�3 . ¢ g 9 W o ,. �,S , �5p ' h� s Q o `'3 x250 0 6�'� fig' €V. £ { ? 114.40 ��r' S• , , k' 18 -10 h 2 ' R 8z8 00, N 69'J525" W 1 Q0 00' ��` G D. l g ` } "C 19 G 1 3.65 4� 57.30_ 0 o �P FUTURE AC, \CURS& �- E� i tee,' - - �,, 0 1 \ss y 00 q.6 •v� 72 TC `„ GUTTER �I 39.39 'o . • 51 a0 p0�2. E3{� �� 5'150 J35282 �� 1 1 32. 0' 58.00' v 22.2 -I- 1h - ' � . STA 15+42.11 CREST VIEW DR. 01 154 02 ' m L _ TC' STA 14+22.49 GREEN TREE CT 2 6 -129.31 ' � �\ 0 �P 1 FUTURE RAMP b� Q . ry o � 4b rn Vv . � � �i� "� ► 0 v� � �a o s 00 L� Fo 1 Q oip, ry Ali O a h 00 �5 n n , w n ¢ STA 15+42. 11 CREST VIEW DR. 77 c,� a, �� 1�' o v STA 14+22.49 GREEN TREE CT. 18 ry Q,�O J� 00 I� v 5.08 FL 65.58 T kx°' �ti P � o 67.3 v rr 1 e' _ 0� 5.08 g 00 0 �134.97' 00'��00 65.58 C S�1 k li i STA 10+00.00 CREST MEW D h0 4.76' o �01 • ;0011 O 2 ry f 00 STA 11 +80.00 CREST VIEW DR. SEE SHEETS �1 ��� CANYON VIEW DR. 4 OF 4 bx92. ,� SHEET CREST VIEW DRIVE GREEN TREE ` �,�' CREST VIEW DRIVE 3 OF 4 �5 COURT 9 G 40 0 40 80 120 40 0 40 80 120 Scale 1 " = 40' Scale 1 " = 40' Underground Service Alert Coll: TOLL FREE 1-800 221-2600 TWO WORKING DAYS BEFORE YOU DIG DATE I BY I MARK I DESIGNED BY: C - RECOMMENDED FOR SEAL COUNTY APPROVAL DATE: REVISIONS APPR. DATE CHECKED BY: DRAWN BY: RICK CHECKED BY: J.W.S. DATE: SEAL APPROV D BY: DATE: i •/! d/ '7 PLANS PREPARED BY. SHEET No. TRACT ! V 0 . 27945-1 Via A4f IR COUNTY OF RIVERSIDE 2 T PORT CPT., RIVERSIDE COUNTY, CA. *+ R.C.E. No. 33950 EXP. DATE: 6130198 ENG / N E E R S OF 7 SHEETS NO. 47867 CIVIL ENG/NEER/NG • SUR VE r1NG • PL A NN/NG STREET IMPROVEMENT PLAN * EV. 12-31 PREPARED UNDER THE DIRECTIO 0 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 CREST VIEW DRIVE FILE No. ATE: l© TEL; (909) 688-0241 • FAX. (909) 688-0599 CIVIL SCALE: AS NOTED BENCHMARK: FOR: K. HOVNANIAN 5084 J H W. SNELL, R.C.E. 47867 EXP. 12/31/99 DATE: MAY 1997 SEE SHEET 1 /Z -Q9 I � 1 a_j _j z� n 0- HGL-/ Z0 0 N �a O� 3�1 1040 CLA Y CANYON DRIVE SEE TR. 22335 STREET CREST VIEW DRIVE IMPRO VEMEN T PLA NS SEE SHEET 2 OF 4 I II om , STA. 10+80.00 BC ` ,9 ` STA• 10+78 0 C /� K Q Q)U Q C1 J � coo + 0 0 18" RCP a 34.56 LF Q,,,, =13.9 CFS V=7.9 FPS CLASS N PIPE LINE A-2 CREST Underground Service Alert Coll: TOIL FREE 1-800 221-2600 TWO WORKING DAYS BEFORE YOU DIG Z O STA. to) 10+55.00 CR ECR FUTURE C do G ± h yb 7 1 10. _78.00'._ rn 51.98' 4AIR& 1 ..'��� CROWN LINELINE - lit , 'w E t 00, ,' O l,7 Cj 1�k 32.40' L 17: 7 ; BCR o 41.04 • 3. 331 L 35-i" FUTURE C & G STA 11+80.00 CREST VIEW DR. ELY 0 + 2 STA 10+00.00 CREST VIEW DR. N LY o �m Q VIEW DRIVE 40 0 40 80 120 Scale 1 " = 40' (11L//V0//TL/(11//L//V /Vcvic,.�) ac Vuf-1/v////r� CONSTRUCT 0.25' AC OVER .......................................... 416 TON 0.67' AB CLASS 2J ...................................................... 563 CY (2)-- CONSTRUCT TYPE ":4-6 " CURB & GUTTER PER 3 W=28; RIVERSIOE COUNTY STD. No. 200 .................................. 909 LF CONSTRUCT CONC. 5129EW4LK PER R1VER5/OE DATE: COUNTY STD. No. 400 & 401 .................................... 2,929 SF CONSTRUCT 10' CROSS GUTTER PER RIVERSIDE CHECKED BY: COUNTY STD. No. 209 & 209A ................................... 1, 660 SF �- CONSTRUCT HANDICAP ACCESS RAMP PER R/VERS/OE COUNTY STD. No. 403 .................................................. 4 EA CONSTRUCT 9R1VE APPROACH PER RIVERSIO<< n COUNTY STD. No. 207 ................................................ >, 920 SF Q-- PLACE STREET NAME SIGN PER COUNTY OF O , RIVERSIDE STD. No. 816 ............................................... 2 EA INSTALL REFLECTORIZEO STOP 51ON ('R1,) ON METAL STREET NAME SIGN POST AS PER COUNTY OF R/VERS10£ STD. 816 ANO PLACE /2" THERMOPLASTIC LIMIT LINE PER CAL TRANS STD. RL4N 424E o� INSTALL 18" R CO ......................................................... 285 LF Q- INSTALL 24 " R. C. P ........................................................... 65 LF �- CONSTRUCT CURB INLET CATCH BASIN PER RIVERSIDE COUN7Y STD. No. -TOO WITH P L OCAL DEPRESSION PER RIVERSIDE COUNTY ............. 2 EACH STD. NO. 311, CASE B .................................................. 2 EACH REMOVE EXISTING 24 " R. C. P ........................................... 42 LF REMOVE EXISTING 36 " R1SER.......................................... 7 EACH �- RECONSTRUCT MH#1 PER RCFCWCO STD. NO. MH251.. 1 EACH �- CONSTRUCT ,1 S.#2 PER RCFCWCO STD. NO 15227..... 2 EACH CURIE DA TA 4 ii 06 '22 ' 00 " SEAL COUNTY STA 10+00.00 CANYON VIEW DR. 22 23 � 27 0 24 0 �7_1 CO CREST VIEW DRIVE SEE SHEET 2 OF 4 � Q wunw o z 2 STA RECOMMENDED FOR APPROVAL �� i° � a' v J v O CREST CB 3 W=28; H_8 +� N .- V) DATE: � DATE I BY I MARK REVISIONSAPPR. DATE CHECKED BY: DESIGNED BY: C- DRAWN BY: RICK CHECKED BY: J.W.S. DATE: SEAL COUNTY STA 10+00.00 CANYON VIEW DR. 22 23 � 27 0 24 0 �7_1 CO CREST VIEW DRIVE SEE SHEET 2 OF 4 � Q wunw o z 2 STA 20+59.94 VIEW DRIVE �� i° � a' v J v O CREST CB 3 W=28; H_8 +� N .- V) CL � Qpm V) �v � U U 98.41 , w O y n o n O 3 O , h� 001f o� ¢4 00 ho �9 9 P 4� C 15 °D 55.0 1040 29-22'Ci0"E 4 ii 06 '22 ' 00 " 53. o 1 12 1, R= 450. w, -i L ` 50.00 . 4.00' 1/ 60.'46' 2.66 TYP 6 01i 7. = 7. 34 25 X26 �n ^ ^ CANYON SEAL APPR ED BY: DATE: E'r A T SPORTAT DEPT., RIVERSIDE COUNTY, CA. r R.C.E. No. .33950 EXP. DATE: 6/30/98 NO. 47167 * EXP. 12-31 * PREPARED UNDE THE DIRECTION OF: CIVIC ��, ATE: to JON)IW. SNELL, R.C.E. 47867 EXP. 12/31/99 L= 46. ••, N CN �z Q� N W I �W3 �z +� N .- J � Qpm V) a � U U 98.41 , CLAY CANYON DRIVE SEE TR. 22335 STREET I MPRO VEMEN T PLA NS i�yyll f A t �I s �it��rE�1Emmkvi llf ai STA 11 +62.91 CANYON VIEW DR. + STA 21+36.7 CREST VIEW 10 2 7 28�o co I29 �n.�0 VIE W 40 DRIVE 0 40 80 Scale 1 " = 40' PLANS PREPARED BY,• Ikem Z7 fi Z Z Lr1] 0 CIVIL ENGINEERING SURVEYING PLANNING 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 TEL: (909) 688-0241 FAX (909) 688-0599 CALE: AS NOTED BENCHMARK: ,ATE: MAY 1997 SEE SHEET 1 / V.JV HGL a � I �� w "goo J O 3 h� o� N 2 o °D 1040 SD LINE 'B' PER TR. 22335 m bi SHEET 11 OF 14 0 U N r - orn + 018" RCP a TR. NO. 27946-1 35.62 LF %oo =4.7 CFS V=4.7 FPS ::::STA 42+98.03 CLAY CANYON OR. CLASS IV PIPE STA 10+00.00 CLAY CANYON DR. LINE A-1 N 26'19'13" E 169.01' STA 13+52.88 CANYON VIEW DR, STA 43+08.29 CLAY CANYON OR n� �v °p STA 12+98.75 CANYON VIEW DR. STA 0+72.51 SD LINE :4' C." STA. 0+00 SD LINE A-2' CL /. S. NO.2 SD LINE 'A' STA 43+56.21 CLAY CANYON DR. j STA 10+ 18.87 SD LINE A' GL ✓. S. NO.2 STA 43+50.03 CLAY CANYON DR. STA 10+00.00 SD LINE A' CL EXISTING MH NO.1 SD LINE 'A-1' 120 TRACT NO. 27945-1 1 SHEET No. COUNTY OF RIVERSIDE STREET IMPROVEMENT PLAN OF 7 SHEETS CANYON VIEW DRIVE FILE No. CREST VIEW DRIVE X` FOR: K. HOVNANIAN 5084 9/2-Q Underground Service Alert Call: TOLL FREE 1-800 221-2600 TWO WORKING DAYS BEFORE YOU DIG DATE I BY I MARK I DESIGNED BY: C - E REVISIONS DRAWN BY: RICK Y 3535'00" W 210.00' GREEN 40 0 RECOMMENDED FOR APPROVAL DATE: APPR. DATECHECKED BY: CHECKED BY: J.W.S. DATE: �. OZ' Sf =l . 00 �- 1 12 94, D= 14'2500"T= 37 �- R= 300.00 ' L = N50 4 , ' ,0 •ao ao 16.7 k N 0 00 Nm n TREE 40 80 Scale I" = 40' SEAL COUNTY Y Z No. 33950 * EXP.5-30- 4 ._ 53.1. COURT 120 SEAL "0'0 A& N0. 47N7 �r ED P. 12-M" � 1 0 9t I We �T 0-,*; �) APPRO ED BY: DATE: i a//G/ Q 7 fiUWSPORTA/I DEPT., RIVERSIDE COUNTY, CA. R.C.E. No. 33950 EXP. DATE: 6/30/98 PREPARED UNDER THE DIRECTION F:Q DATE: /00 JO SNELL, R.C.E. 47867 EXP. 12/31/99 CONSTf�UCT/ON NOTES & OUAN -7IZ-5 �-- CONSTRUCT 0.25',4C OVER .......................................... 45 TON 0.54:49 (CLASS 2,) ........................................................ 51 Cr CONSTRUCT TYPE 'A-6" CURB & GUTTER PER w 41 R/VERS/DE COUNTY STD. No. 200 ................................. 231 LF �-- CONSTRUCT CONC. S/DEIyALK PER RIVERS/DE C) 1, 066 SF CONSTRUCT 10' CROSS GUTTER PER R/VERS/DE COUNTY STD. No. 209 & 209A .................................... 830 SF CONSTRUCT HAND/CAP ACCESS RAOR PER R/VERS/DE COUNTY STD. No. 403 .................................................... 4 �V 7 o COUNTY STD. No. 207 .................................................. 320 SF V N - 1 EA CONSTRUCT 6AA'R1CAOE PER RIVERS/DE COUNTY ��V � N 50 L. F. STA 14+22.49 GREEN TREE CT. F� STA 15+42.11 CREST VIEW DR, 6 1 468F� rn O$ 65 �- � D 1'P o -� 0' 3 O -_s v QDa �1a O ti O O APPRO ED BY: DATE: i a//G/ Q 7 fiUWSPORTA/I DEPT., RIVERSIDE COUNTY, CA. R.C.E. No. 33950 EXP. DATE: 6/30/98 PREPARED UNDER THE DIRECTION F:Q DATE: /00 JO SNELL, R.C.E. 47867 EXP. 12/31/99 CONSTf�UCT/ON NOTES & OUAN -7IZ-5 �-- CONSTRUCT 0.25',4C OVER .......................................... 45 TON 0.54:49 (CLASS 2,) ........................................................ 51 Cr CONSTRUCT TYPE 'A-6" CURB & GUTTER PER R/VERS/DE COUNTY STD. No. 200 ................................. 231 LF �-- CONSTRUCT CONC. S/DEIyALK PER RIVERS/DE COUNTY STD. No. 400 d- 401 .................................... 1, 066 SF CONSTRUCT 10' CROSS GUTTER PER R/VERS/DE COUNTY STD. No. 209 & 209A .................................... 830 SF CONSTRUCT HAND/CAP ACCESS RAOR PER R/VERS/DE COUNTY STD. No. 403 .................................................... 2 EA CONSTRUCT OR/VE APPROACH PER R/VERS/DE COUNTY STD. No. 207 .................................................. 320 SF PLACE STREET NAME SIGN PER COUNTY OF R/VERS/DE STD. NO. 816 ............................................... 1 EA CONSTRUCT 6AA'R1CAOE PER RIVERS/DE COUNTY STANDARD NO. 810 ......................................................... 50 L. F. PLANS PREPARED BY; CIVIL ENGINEERING SURVEr/NG PLANNING 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 TEL; (909) 688-0241 FAX (909) 688-0599 AS NOTED BENCHMARK: MAY 1997 SEE SHEET 1 CURVE OATA NUMBER D= I T= 4 1 R= L-- ' C1 94'5831 " 27.27 25.00 141.44 C2 101.01 130- 30.34 125.00 144.08 TRACT NO. 27945-1 SHEET No. COUNTY OF RIVERSIDE 4 STREET IMPROVEMENT PLAN OF 7 SHEETS GREEN TREE COURT FILE No. FOR: K. HOVNANIAN 5084 9/0'.0 s .40 2 » � p 9 t416 7Je s ? CLAY CANYON DRIVE sFF ' s CURVE DATA WAWR D- T3 R= L= C5 80*5w+19' 81. 9 ". 25-04 35.28 C6 93'13'03' 26.45 25AO 40.67 C7 05.41#370 23.19 2.5AO 37.31), cs 8 et,37' 23AS 25..00 3.7.25 ` 124.57' 49' 8'3'31`31' 23.1$ 25-00 37.32 cm 23.12 25AO 3?:22 01 "3m27:17 25-04 41.89 c eiw I 2 i -,sm 39.65 . e; • _ S DELTA PADO LF IM TAl�ff 124057-40- 6:!0.00 11M.92 1017.26 26'32' 36'.�lEt 370.61 166.69 ` 124.57' 49' On -M 1203.90 I M9. QO 3610. 360.81 193." 3 4 3 x" i ` a R r ►2 Inv KTA ,.: or A I isms oil W, �MIF'4 AM IM VIM Zltr�Fl! s • .-46 A -M # • TRACT �/ ..,► v i e • • fj / �. • COUNTY OF �* RIVOLSIDE s • - ` Zli ' CLAY-CANYONr DRIVE O .a all r r �, rt - k ♦ JA - .to 22 t . . - f. NLTA so= "mm TAi01�f 10004"4W t 1.00 A _ - k ♦ JA - .to 22 t . . - NLTA so= "mm TAi01�f 10004"4W t 1.00 2W. 62 141.24 I tow W M.00 1155.92 1017.26 160@4.43'oft.00 274.46 138.13 124•#17' 40' on -00 1203.90 1059-90 1 000w• W x!.46 1107.94 W5.00 mom 16'44'43` 1m.00 206.00 144.35 G - w Jowle 24 - ♦ i 27 28 9 1 30 31 .s r. C ■ STREET 4/4H7 -s PER TRACT 22335 1MP. PLANS LOCATION P. R&VO D I4WReO}N AND AS uHOWN ON 5EP4,CATE STREET LI*KT PYIIIV, TR. Y'7945 -I t*� '� 4+ � .� ILnk X11 W I+q A:W 4Wt44C? EAW,9,R JVV27L Wit/ OoejllJ*Vft A. W40 TRS = NO, 27945-1�Kx d9 Ex Z16 = - %w"W" ewe mm". - -- - - . - Mo. plaws a ft C' ry♦rte DATI: ,,,�� ....,... too dmp . Bob Z : 1 44r -CLAY CAWM ORI VE -- carr i • • �SNT . No. 1 DATE:A f1ft t1A1E -N�- - --•. �! W.O.wo�-.�. I I r