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912dd_sppGENERAL NOTES: 1. IT SHALL ,9E THE AYSPONS1,,911-/TY OF THE 0ZWZ 0P£R/OWNER OR CONTRACTOR TO APPLY TO THE R/KERS/LTE COUNTY TRANSPORTATION DEPARTMENT PERMIT SEC170N, FOR AN ENCRCA4011MENT PERM/T FOR ALL WORK PERFORMED W1'771IN 178E PUBLIC RIGHT -OF --WAY DEDIC4TED AND A06',6 PTEO FOR PUBLIC USE,• ANO TO BE 96YRONSI&E FOR S417SFACTORY COMPL44NCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFF OF CONSTRUC170N ACIW7765 FOR THIS PROJECT. A00/770NAL STUDIES AND/OR PER ,1lAY BE REQUIRED. 2. 7H£ CONTRACTOR SHALL BE 19ESPON519ZE FOR INE CLEARING OF PROPOSED YORK AREA, AND RELOCATION COSTS OF ALL EX/STING WZIPES PERM/7T£E MUST AW -ORM COUN7Y OF CONSTRUC770N SCHEDULE AT LEAST 48 MOORS PRIOR TO BEGINNING OF CONSTWLICTION. PMONE.• 909/275-6885 j 171E OE kfZ 01 R- SH&Z INSTALL S7REET NAME SIGNS CONFORMING TO COUNTY STANLMR0 NO. 816. 4. ALL #VRK SH41-Z CONFORM TO 171E REQUIREMENU OF 1HE RIVERSIDE COUNTY 7i?ANSPORTATION 0EPAR7MENT 1MPROkEEMENT STANOA.RDS ANO 5PE6117CA17ONS LA7FS7-ED/77CW,, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AWNOMENTS: 5. IT SHALL BE 7HE RE3'PONSIBIZ./TY OF THE DEVELOPER TO NOPfY THE ENGINEER TO INSTALL S7RETT CENIFRL/NE MONUMEN75 AS REQUIRED BY RIIERSID£ COUNTY 0AV11 G4NCE NO. 461. 6. ALL UNDERGROUND FACIL177ES, W177-1 Z,0FRALS, SHALL BE /N PLACE PRIOR TO PAVING THE STREET SECMW INCL LIVING, BUT NOT L/M/7ED TO 1HE FOLLOWING:• SD DER WA7FR, ELECTRIC, G4S AND STORM OR41NS. 7. CURB DEPRESSIONS AND DRIW-WAY APPROACHES 00LL BE INSTALLED AND CON57IRU6'TEO ACCORDING TO COUNTY STANDARD NO. 207 AS O/REC71-D IN 771,E FIELD. 8. ALL STREET SECP01VS ARE 7F1VTA77VE ADD17701W SOIL TESTS SHALL BE TAKEN AFTER ROUGH GRADING TO OE7EROINE EXACT S7REET SECPON REQUIREMENTS. USE STANa4RO NO. 401 /F EXPANSIVE SOILS ARE ENCOUN7FRE0. 9. ASPHALTIC EMULSION" (FGG SEAL] SAALL BE" APPLIED NOT LESS 7AAN FOUR)FEN a4YS FOLLOWYNG PLACEMENT OF 771E ASPAMI T SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLON PER SQUARE YARD. ASPH.4L77C EMULSION SHALL CONFORM TO SECTIONS J7 .79 AND 94 OF /HE STA7F 57AND4RO SPECIf7CA776WS. >0. IF4W*Lc: 6W5 z: ,RF6kf,4dWP 904EW-X9 ,134if%W 464 6946�,A1 E,KEES3 - A -c -N 11. INSTALL STREET 7REES IN ACCJRDANCE WITH ORDINANCE NO. 460 ANO 499. CUPANIOPSIS AV 4Cr4R010DES/G4RR07WOOD, PYRUS KAWAKAM//EVERGREEN PEAR, 17CUS RE7ZIS4 N1770A,1INDIAN LAUREL. 12. STREET L/GH7S SN4LL B£ INSTALLED IN ACCORD4NCE W11 -H 771E APPROIED S7REET LIGH77NG PLAN. IJ AS DETERMINED BY THE TJRANSP0RTA770N DIRECTOR, 771E DEVELOPER 15 RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE ANO MAY BE REQUIRED TO RECONSTRUCT EXIS77NO PAVEMENT, INCL UD/NG 94SE, AND MATCHING OIERLAI'' RE-OU/RED TO MEET THE 571RUC7URAL SMAZ34ROS FOR 771,E CURRENT ASS/GNED I-RA177C INDEX. 14. ONLY L41VOSC4PINO CO1VSS77NG OF GRASS AND PARKWAY TREES A0,y BE 1NS7ALLED WITHIN PARKWAYS ON LOCAL RESIDEN54L St-REETS W172VOUT SEPARA7F LANDSCAPE PLANS. ALL OTHER TYPES OF LANOSC4PING IN 7Hf-5E AREAS, AND ALL LAND.SG4P/NG ON ALL 017✓ER STRETT SHALL REQU/RE SfRARATE LANDSCAPE PLANS. ALL LANOSCAPING £NCR04CHMEN75 SHCZ CONf??RM TO 19 ERS10E COUN7Y STANDARDS ?5 TO 771E AbWIN1S7iRA77ON OF LANDSCAPE ENCROACHMENTS - a47FD, d4NUARY 1990. 15. /T SHALL SE 7HE RESPONS/B/LITY OF THE 6'0N7R4CT0R OR OEYELOPER TO INSTALL AND MVNTAIN ALL 06WS7R1-1CP0N, REGULATORY, GUIDE ANO WAR/NG SIGNS WI7HIN TAC P96VECT 1-1017.6' ANO 17'S SURROUNDINGS AND TO PROMOS S41F PASSAGE FOR 7RAlEL/NG PUBLIC ANO WVRKERS UN77Z 171E f7NAL COMPLE77ON ANO ACCEPTANCE OF THE PROJECT BY 771E COUNTY. 16. ANY PRIVA7F DR411100E FACIL/7AFS SHOWN ON THESE PLANS ARE FOR INF6M01701V 01W Y. BY SGNWO THESE /MPR'OIEMENT PLANS, NO MEW ObP APPROVAL 6F /HOS£ PRIVA7F FACIL/17ES ARE IMPLIED OR /N7FNVED BY RIVERSIDE COUNTY 7RANSPORTARON DEPARTMENT. 17. AFTER OCTO9ER 1, 1992 001VS7RUC770N PROJECTS THAT DIS7URF MORE 17441 17VE ACRES MUST OBTAW A A0710AMI POLL UTANT V/SCHARGE ELIMINATION SY57fV (NPOES) PERMIT. OWNE7?S/DE72rL OPERS ARE REQUIRED TO RLE A N077CE OF /N7FNT (NOV WI771 771E STATE WATER RESOURCES CO MTRa bKWO ('SWRC,9) ANO PREPARE A STORM WATER POLL U7701V PRELENPON PLAN �ISWPPP) AND MONITOR/NG PLAN FOR 771E SITE. SIGNING & STRIPING GENERAL NOTES: A. 11?4177C STRIPES, PAIEMENT MARK/NGS, AND R415E0 IOWE ENT MARKERS PER 171E STATE OF G4L/F6RUP 7R4rRV MANUAL, MWNTENANCE 4ONZ1,44 STAND4R,0 PLANS AND STANDARD SPEC1,f7C4TI0WS LATEST E71//70N.S. 8. ALL SIGNS SHALL BE INSTALLED ON 4',r 4 " WOOD POSTS: ALL SIGNS SHALL BE S7AA(04R0 SIZE UNLESS 07NERMSE N01FO ON 771E PLAN. C. ALL S7R/PE3; S1GNS, ANO PAIEAfNT MARKINGS SHALL BE REFLECTOR/ZEV 57FNC/LS FOR PAVEMENT ANAWINGS SAWZ AM MCH COUNTY STENC/LS. D. ALL COIVIZI077NO 57AYRfS AND PAVEMENT MARKINGS SA44LL BE REMOl2E0 BY 54NO5LAS77NG. ALL COIVRIC77NO SIGNS AND RWSED PAVEMENT A"WFRS SHALL BE REMOVED OR RELOCA7F0. REMOVALS AND REL0C4T1,DNS SARZZ BE THE RESPONSIBILITY OF 771E DEIELOPER. E. 7R4FRC STRIPS SH4ZZ BE APPLIED IN THO C0475 F. ALL REAI0lE0 SIGNS IN 0000 CONDITION SHALL BE SAL VAGED AND DELIVERED TO THE COUNTY YARD AS 01REC7FO BY 771E 606W7Y ENG/NEDR. G ALL STRIPING ShOW7V PER APRL IrA&E C4L7R4NS Of TAILS H. 771E CON7R40TOR SAW Z INSTALL SIGNING,' AND PAVEMENT MARKINGS /N ACC'OROANCE WITH 7HE APPROVED PLAN, /7771 ALL INCURRED COSTS BORNE Sr 771E DEVELOPER. Underground Service Alert Coll: 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. 110175, 4.5' +/- E'LY OF THE CENTERLINE OF A DR41NAGE DITCH; 7' +/- N'LY OF THE N'LY EDGE OF A CONCRETE CULVERT 7' +/- N'LY OF THE ETW OF LEROY STREET,• 17' +/- W'L Y OF A 5' HIGH CHAIN LINK FENCE CORNER,- 73' +/- SE'L Y OF P.P. 120801; 171' ELY OF B.M. 5316; A BRASS DISK STAMPED SJ 16 1935 RESET 1965. ELEVATION: 907.5180 771E PRIVA7F ENGINEER SIGNING 771ESE PUWS /S RESPCWNSIBLE FOR ASSURING 771,E ACCURACY AND ACCEPA6W17Y OF 771E DESIGN HEREON. IN THE fWNT OF ,01SCREPANCIES ARISING AfT£R COUNTY APPROVAL OR DURING CON57RIACP6W 771,E PRIVATE ENGINEFiR SHALL ZW RESPONSIBLE FOR DETERMINING AN ACCEPTABLE soz 11110N ANO REY/SAWG THE PLANS DATE BY MARK FOR APPROVAL BY 171E COUNTY. DESIGNED BY: C— I STREET IMPROVEMENT PLANS TRACT IVO. 27947'1 X SEE GENERAL NOTE 8 q - WOODVIEW DRIVE, COPPER RIDGE DRIVE & ROLLING HILLS DRIVE 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) RECOMMENDED FOR APPROVAL C M15 5MAN DATE: Z6 /YOV 97 REVISIONS APPR. DATE CHECKED BY: DRAWN BY: ES CHECKED BY: JWS DATE: SEAL COUNTY SEAL 44 NO. 33M tt EXP. 6-30-66CIVIL it 11-/"{I VVILLI JII\VVIVI\L PER CLAY CANYON REVISED IMPROVEMENT PIANS, SHT. 4 OF 32 X MAP 200 400 = 100 ft CONSTRUCTION NOTES & QUANTITIES: CONSTRUCT 0.25' AC OVER .......................................... 910 TON 0.67' AB (CLASS 2) ....................................................... 1, 251 Cl' CONSTRUCT TYPE 'i4-6 " CURB &GUTTER PER LEFT EX1SPNG BUILDING R/VERS/DE COUNTY STD. No. 200 ................................... 2,246 LF CONSTRUCT CO/VC. S/OE�YALA- PER R/VERS/DE CENTERLINE _ _ _ _ _ EX/S77NG CONCRETE COUNTY STD. No. 400 & 401 ...................................... 12,994 SF CONSTRUCT 10' CROSS GUTTER & SPANDREL PER EASTERL Y, WES7FiRL Y R/VERS/OE COUNTY STD. No. 209 & 209A ...................... 3, 440 SF — CONSTRUCT HAND/CAP ACCESS RAMP PER R/VERS/OE 5OU77-IERZ Y, NORTHERLY COUNTY STD. lVo. 403 ..................................................... 10 EA CONSTRUCT OR/VE APPROACH PER R/VERS/OE COUNTY STD. No. 207 ..................................................... 2, 880 SF PLACE STREET NAME 51ON PER COUNTY OF RIVERS/OZ- STD. No. 816 ................................................. 4 EA PLACE STREET TREES PER GENERAL NOTE NO. 11 TH/S SHEET....................................................................... 50 EA PLACE STREET L ICHTS SHOWN HEREON PER SEPARATE STREET LIGHT PLAN, TR 27947 ...................... 9 EA 10 INSTALL STD. SIZE REFLECTOR/ZED 57OR SIGN (R1) ON METAL STREET NAME 51ON POST AS PER COUNTY OF RIVERSIDE STD. 816 2 EA > 1 CONSTRUCT BARRICADE PER R/VERSIOE COUNTY STD. NO. 810 ..................................................... 120 LF APPL Y ASPHAL T EMUL 51ON ( PAINT BINDER 1 FOG SEAL ) PER MANUFACTURE SPECIFICATIONS ............................... >.2 TON CONSTRUCT UTILITY TRENCH ......................................... 1, 480 LF PLACE 12' THZ-RVOPLAST/C LIMIT LINE PER ................... ..36 SF CAL TRANS STD. PLAN A24E LEGEND BCR 9EG11V CURB RETURN ASPHAL TIC CONCRETE ECR END CURB 19E7ZIRN -- - y EX. CHAIN LINK FENCE L T. LEFT EX1SPNG BUILDING RT RIGHT FIRE HYDRANT CL CENTERLINE _ _ _ _ _ EX/S77NG CONCRETE - L EX. ST. L/CHT EL Y, WL Y EASTERL Y, WES7FiRL Y EX. SIOEWALI( SL Y, NL Y 5OU77-IERZ Y, NORTHERLY EX. WATER AlfTER TC TDP OF CURB EX. WATER 0AL W FL FLOW LINE 9. _. EX. AaAN HOLE EP EDGE OF PAVEMENT - -- ----- PRO? CHAINL/NA' FENCE P. C. C. PORlLANO CEMENT CONCRETE C. B. CATCH 34SIN PROP, STREET Z1011T 0 PROP, STREET TREE NOTE 1: QUANTITIES SHOWN DO NOT INCLUDE WORK TO BE PERFORMED ON CLAY CANYON DRIVE. NOTE 2: ACCESS TO THIS TRACT IS PROVIDED BY CLAY CANYON DRIVE. APPROVED PLANS FOR CLAY CANYON DRIVE ARE ON FILE AT THE COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT. THE CLAY CANYON IMPROVEMENTS HAVE BEEN BONDED FOR SEPARATELY. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT AND/OR GRADING PERMIT HAS BEEN ISSUED APPROVED BY: DATE: /1 5/4)-7 T NSP TATIONT., RIVERSIDE COUNTY, CA. R.C. No. .3,950 EXP. DATE: 6/30/98 PREPARED UNDER THE DIRECTION OF: 11101 DATE: i Ls 7 SCALE: AS NOTED CHARISSA J. A. LEACH, R.C.E. 53390 EXP.6/30/99 DATE: JULY 1997 PLANS PREPARED BY. d ENG/NEERS CIVIL ENGINEERING•SURVEYING•PLANNING 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 TEL: (909) 688-0241 • FAX: (909) 688-0599 :Ismk omm �1 12malmon, :119DW lIXE1 SEC. 28 , T.4S, R.6W ONTARIO AVENUE CAJALCO ROAD N,q 9iJ'J- o� SITE 15 CLAY CANYON DRIVE 01MM/TY W.,4P N.T.S. TRACT NO. 27947-1 COUNTY OF RIVERSIDE SCHEDULE A STREET IMPROVEMENT PLAN TITLE SHEET FOR: K. HOVNANIAN SHEET No. OF 4 SHEETS FILE No. 5084 9/2 -DD CLAY CYN. DR. TR. 22335 V/ C) D 22� + 22' � 6' iv STA 35+0 ,9 EC STA 35-02-1 �C ECR 5 STA. 10+00.00 ROLLING /HILL STA. 35+43.48 CLAY CYN. DR. off' e' 4 }- +84.85 J v "' tn + CURVE DATA NUMBER D= R=' L=' T=' C1 85'41 '37" 25.00 37.39 23.19 C2 85'21'J7" 25.00 37.25 23.05 C3 21'14'12" 280.00 103.78 52.49 C4 4775329 " 320.00 267.48 142.11 C5 94'22'04 " 25.00 41.18 26.98 C6 1072J29" 25.00 46.86 34.03 C7 11'49'32' 280.00 57.79 29.00 C8 13'07 59 " 320.00 73.35 36.84 C9 19'44'21 " 681.00 234.61 118.48 C10 19'44 21 " 721.00 248.39 125.44 C11 8454'19" 25.00 37.05 22.87 C 12 8X1 4' 11 " 25.00 36.32 22.21 C 13 18'00 36" 280.00 88.01 144.J7 COPPER RIDGE DR. SEE SHT. 3 OF 4 n (ino 20 c ' 20' � I 00 - �W N 3o 86'01 QC 11 64.51' 6 *0 U 2 TyP. 1 + N 0 C 14 11'53'28" 280.00 58.11 29.16 C15 85'33'17" 25.00 37.32 23.12 C16 85'3137" 25.00 37.32 23. 13 C17 27'08'06" 320.00 151.55 77.22 C18 100'09'52" 25.00 43.71 29.88 C 19 100'09'49" 25.00 43.70 29.88 C20 03'58'05 " 280.00 19.39 9.70 C21 02'50'17" 280.00 13.87 6.94 C22 30'2945" 300.00 159.68 81.78 C23 17'23'43" 300.00 191.08 45.89 C24 06'12'10" 280.00 1 30.31 15.17 C25 13'07'59 " 300.00 168.76 34.53 C26 07'13'05" 300.00 137.79 18.92 C27 04'4023" 300.00 124.47 12.24 C28 1,3'00'08" 300.00 168.08 1,34.19 C29 1 14'07'57" 300.00 174.00 1 37.19 BRIARWOOD DR. SEE RIGHT D �n> FTA4 5.99 ROLLING HILLS DR. 14+ 18.54 _ -+ D EC STA - cs 7.77 COPPER RIDGE DR. n �" �o� - + C_ 120, o oR � 1 0 w N 44' 1 55 LO .p. 0 p0, fZZ0 6 87.23' .rs ry v -1 � ZF 4 IiL V 12 ��, 3 "00,SO.of ro $�F - ii_ C� S N 7V30.05 i?0 "W- - 14 �c C. 0 206.10' C -0 T F.I 42. 10' v 53.00' 53.00' 3 4 CIO 5 15 C 1 i 55.; 3.00' 48.00' 53.00' m 6 7 uj h p � v _fn Q c~ ST 14+60.56 ROLLING HIL S DR. STA 15+18,54 BRIARWOOD JR. R 0 L L I N G H I L L S D R I V E40 0 40 4, 721 80 120 Q CONSTRUCT /0' CROSS GUTTER & SPANDREL PER Scale 1 40' R/!/ERS10ECOUNTY STD. No. 209 & 20_9A.. . ........ ................ s s 1 OBJ' Pi=50.' C `. Pi=48.47 43 70 c 0 r �, p1=46.9 ax * - r Q'ti _CSTa 6V* A/, A/* � r > <w ¢,> rn - _ m w: to > w w + W" M WI`J Q M O) i to m 100' G f- cn w Llw w TAN. _ -2.549: -€ 0, 201 LT. =50.x' - ----� ' TAN. _ -2.82% r i P1=48.44 "• v cc Q v �, � CL W_ n _ �c�D IN d > > and ,•� M _ U�1w ��w � BIW 4L-. QQ `z ,. �I >I �H Q J O - - FS0CL w P 1=5b. 0 wj n; P1_48.47 U , ;n �cr rA �rn �fau^cc -Zj r _ rn tt . I + <(0 >> s zd -,TC Q__2C' BT, 4 �j. �LE SCALES TAN. _ -0.50% Z. t"= 40, i" 4' 14 15 0 gpUND ARY d TRACT 5 TRACT BOUNDARY ry STA 14+77.20 ROLLING HILLS DR END IMPROVE. CIA�6 �� h STA 15+18.54 BRIARWOOD DR. p STA 15+ 13.78 BCR v ° m 0) � � W v 4j. v' 8.00' /\ L=52.80' 51.00' 4� REFER TO EROSION CONTROL / e SWPP PLAN FOR SANDBAG DETAILS. Q o04 L5 3 } � � � 0 E I J h co 21.21' i - Z x 1 _ G } 2 TC 65 61 51.00' o �°� v 0 CONSTiQl�CT/ON NOTES c�' OlIANT/T/�S.� a STA 14+07.34 CR ? 9' Q � � O CONSTRUCT 0.25 ' AC OVER .......................................... 330 TON ^ h _j 0 0.67' AB CLASS 2j ....................................................... 454 CK W o 9 � � CONSTRUCT TYPE ';4 -6 " CURB &GUTTER PER Ll S 85'23'46" E COUNTY STD. No. 200 ................................... 931 LF CONSTRUCT CONC. S/DEWALK PER R/!/ERS/DE L3 N 30'12'30" E COUNTY STD. No. 400 & 401 ...................................... 4, 721 SF CONSTRUCT /0' CROSS GUTTER & SPANDREL PER L5 S 45'47'01 " W R/!/ERS10ECOUNTY STD. No. 209 & 20_9A.. . ........ ................ 1, 672 SF CONSTRUCT 14N01CA0 ACCE55 RAMP PER RIVERS/DE COUNTY STD. No. 403 ..................................................... 6 EA CONSTRUCT OR/VE APPROACH PER R/VERS/©E COUNTY STD. IVo. 207 ..................................................... 664 SF PLACE STREET NAME S/GN PER COUNTY OF R/VERS/DE STD. No. 616 ................................................. 1 EA INSTALL STD. SIZE REFLECTOR/ZED STOP SIGN (R1�) ON LINE DATA METAL STREET NAME S/GN POST AS PER COUNTY OF NUMBER DIRECTION DISTANCE Ll S 85'23'46" E 45.37' L2 S 85'23'46" E 0.26' L3 N 30'12'30" E 48.07' L4 N 41 *5828" W 118.20' L5 S 45'47'01 " W 49.00' R/VERS/DE STD. 616 . ....................................................... 1 EA �-- CONSTRUCT BARR/CADS PER R/VERS/DE COUNTY STO. NO. c5/O.................................................... 80 LF (4 --PLACE 12' 711ERMOPL4571C LIMIT L/NE PER CAL TRANS STD. PLAN A24E............................................ 1R <114 -- or 20, 20, CbI B R I A R W 0 0 D D R I V E 40 0 40 80 120 Scale 1 " = 40' Underground Service Alert RECOMMENDED FOR SEAL COUNTY SEAL APPRO D BY: DATE: s S PLANS PREPARED BY.. SHEET No. f SS R APPROVAL m � � P I TRACT N072, 27947-1 Coll: TOLL FREE � � �° �. �' 2 RAN ORTAT EPT., RIVERSIDE COUNTY, CA. COUNTY OF RIVERSIDE C9 1 S S MAN R. No. 33950 EXP. DATE: 6/30/98 E N G/ Ar H E R S � � � � � STREET IMPROVEMENT PLAN of 4 SHEETS 1 800 No. 33M NO S331p CIYIL ENG/NEER/NG•SURYETING•PLANN/NG ZZ�-Z000 PREPARED UNDER THE DIRECTION OF: DATE: 2 � �rDy 9 7 * �• �-3o-M * * Q(P• 6-�1-9� * p 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 ROLLING HILLS DRIVE DATE: (/ ! TEL: (909) 688-0241 •FAX: (909) 688-0599 FILE No. TWO WORKING DAYS BEFORE YOU DIG DATE BY MARK REVISIONS APPR. DATE CHECKED BY: � �1�� SCALE: AS NOTED BENCHMARK: BRIARWOOD DRIVE DESIGNED BY: C- DRAWN BY: RICK CHECKED BY: J.W.S. DATE: CHARISSA J.A. LEACH, R.C.E. 53390 EXP. 6/30/99 DATE: FEB 20, 1997 SEE SHEET 1 FOR: K. HOVNANIAN 5084 9/2-00 Underground Service Alert~ Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG 10 11 12 13 14 WOODVIEW DR. SEE SHT. 4 OF 4 e m 36.32' + O ao h _ ar HW W (0 mow. w w w _J w TAN=b:53% tD TAN= -0.97% wo ROLLING HILLS DRIVE CCC CUT 7 nr A WOODVIEW DR. ROLLING HILLS DRIVE SEE SHT. 4 OF 4 SEE SHT. 2 OF 4 C O P P E R R I D G E D R I V E 40 0 40 80 120 off -11111111 = m (V Scale 1 " = 40' P1=63.67 FT am S 85'23'46" E 45.37' 'n CURB FRET 0.26' + d�4 DATE BY MARK REVISIONS APPR. DATECHECKED I co , r DESIGNED BY: C- DRAWN BY: RICK CHECKED BY: J.W-S DATE: L5 S 45'47'01 " W 49.00' L6 N 30' 12'30" E 3.42' L7 N 54'4929" E 2.80' W N 54'49'2,9 " E 2.97' 00 N 54'49 29" E V. C5 ? 0 W 46.86 34.03 C7 J (D 57.79 i� C8 J .W 0 73.35 36.84 C9 LJ J ! 681.00 J - - _ r 721.00 248.39 125.44 C 1 1 TAN= -6.099% a 37.05 22.87 C 12 d J 1 36.32 22.21 U � 280.00 ,-_. 44.37 C 14 11 'S3 28 " N n J co r-- D r, in h 37.32 J.. 4 r-+ C16 85'31 '37" + 37.32 + + . '* 151.55 77.22 "T + 25.00 43.71 m C19 100'09'49" 25.00 43.70 29.88 C20 03'58'05" '� QJ4U.) 19.39 9.70 0 HJ (nW 280.00 13.87 6.94 C22 30'2945" 300.00 159.68 81.78 C23 1 T2343" 300.00 e m 36.32' + O ao h _ ar HW W (0 mow. w w w _J w TAN=b:53% tD TAN= -0.97% wo ROLLING HILLS DRIVE CCC CUT 7 nr A WOODVIEW DR. ROLLING HILLS DRIVE SEE SHT. 4 OF 4 SEE SHT. 2 OF 4 C O P P E R R I D G E D R I V E 40 0 40 80 120 off -11111111 = m (V Scale 1 " = 40' SEAL COUNTY NO. 3300 * EXP. OF30-N SEAL LjjjJ N0. 53300 ir EXP. 6-30-99 ,�. crv11. LI N E DATA NUMBER RECOMMENDED FOR APPROVAL FT Ll S 85'23'46" E 45.37' C JZ) JJ/v )A)V S 85'23'46" E 0.26' DATE: 2 6 Nay q? N 30' 12'30" E DATE BY MARK REVISIONS APPR. DATECHECKED I BY: DESIGNED BY: C- DRAWN BY: RICK CHECKED BY: J.W-S DATE: SEAL COUNTY NO. 3300 * EXP. OF30-N SEAL LjjjJ N0. 53300 ir EXP. 6-30-99 ,�. crv11. LI N E DATA NUMBER DIRECTION DISTANCE Ll S 85'23'46" E 45.37' L2 S 85'23'46" E 0.26' L3 N 30' 12'30" E 48.07' L4 N 41'58 28" W 1 18.20' L5 S 45'47'01 " W 49.00' L6 N 30' 12'30" E 3.42' L7 N 54'4929" E 2.80' L8 N 54'49'2,9 " E 2.97' L9 N 54'49 29" E 45. 14' APPROV D BY: DATE: r - -T9 7 PLAINS M EPARED BY: T ORTATI PT., RIVERSIDE COUNTY, CA. R.C.E. No. 33950 EXP. DATE: 6/30/98 ENC /NEER S PREPARED UNDER THE DIRECTIO O CI YIL ENGINEERING • SURVEYING •PLANNING DATE: 6820 AIRPORT DRIVE, RIVERSIDE, CA 92504 /� 2s r1 TEL; (909) 688-0241 •FAX; (909) 688-0599 111111_4�1 SCALE: AS NOTED BENCHMARK: CHARISV J.A. LEACH, R.C.E. 53390 EXP. 6/30/99 DATE: FEB 20. 1997 1 SEE SHEET 1 CURVE DATA NUMBER D= R=' L=' T=' C 1 85'41 '37" 25.00 37.39 23. 19 C2 85'21'.37" 25.00 37.25 23.05 C3 21 ' 14'12" 280.00 103.78 52.49 C4 475329" 320.00 267.48 142.11 C5 9422'04" 25.00 41.18 26.98 C5 107'23 29" 25.00 46.86 34.03 C7 11'49'32" 280.00 57.79 29.00 C8 13'07 59 " 320.00 73.35 36.84 C9 19'442 1 " 681.00 234.61 118.48 C10 19'44 21 " 721.00 248.39 125.44 C 1 1 84'54' 19 " 25.00 37.05 22.87 C 12 83' 14,11" 25.00 1 36.32 22.21 C 13 18'00 36" 280.00 188.01 44.37 C 14 11 'S3 28 " 280.00 58.11 29.16 C 15 85'33' 17" 25.00 37.32 23.12 C16 85'31 '37" 25.00 37.32 23. 13 C17 27'08'06" 320.00 151.55 77.22 C 18 100'09 52 " 25.00 43.71 29.88 C19 100'09'49" 25.00 43.70 29.88 C20 03'58'05" 280.00 19.39 9.70 C21 02'50'17" 280.00 13.87 6.94 C22 30'2945" 300.00 159.68 81.78 C23 1 T2343" 300.00 91.08 45.89 C24 06'12'10" 280.00 30.31 15.17 C25 13'0759 " 300.00 168.76 34.53 C26 107-1,3'05" 300.00 37.79 18.92 C27 04'40'2J" 300.00 24.47 12.24 C28 13"00'08" 300.00 68.08 34.19 C29 14'07'57" 300.00 74.00 37.19 C30 18'00'36" 320.00 100.59 150.71 C31 18'00'36" 1 300.00 94.30 147.54 CONSTRUCT 0.25' AC OI/ER.......................................... 299 TON 0.67' AB (CLASS 2) ....................................................... 41,3 CY CONSTRUCT TYPE ;4-6 " CURB & CUTTER PER R/ITERS/DE COUNTY STD. Na200................................... 90,3 LF CONSTRUCT CONC. 51,0,F 'ALK PER RMERS/OE COUNTY STD. No. 400 & 401 ...................................... 4, 164 SF �4 -- CONSTRUCT /0' CROSS CUTTER & SPANDREL PER R/1/EPS/DE COUNTY STU. No. 209 & 209A ................... 9J6 SF CONSTRUCT OR/IIE APPROACh' PER BIKERS/DE COUNTY STD. No. 207 ..................................................... 1_248 EA PLACE STREET NAM£ S/CN PER COUNTY OF R/1iEr?S/OE STD. NO. 816 ................................................. 2 EA TRACT NO. 2 SHEET No. COUNTY OF RIVERSIDE 3 STREET IMPROVEMENT PLAN of 4 SHEETS COPPER RIDGE DRIVE FILE No. FOR: K. HOVNANIAN 5084 CURVE DATA NUMBER D= R=' L=' T=' C1 85'4 1 37" 25.00 37.39 23.19 C2 85'2137" 25.00 37.25 23.005 C3 21'14'12" 280.00 103.78 52.49 C4 4753'29" 320.00 267.48 142.11 C5 9422'04' 25.00 41.18 126.98 C6 10723 29 " 25.00 46.86 34.03 C7 11'49 32" 280.00 57.79 29.00 C8 13'07`59" 320.00 73.35 36.84 C9 19'442 1 " 681.00 234.61 118.48 C10 19'44 21 " 721.00 1248.J9 125.44 C11 184-54'19- 25.00 37.05 22.87 C 12 8,3'14 ' 11 " 25.00 36.32 22.21 C13 18'00'36" 280.00 88.01 44.37 C14 11 '53 28" 280.00 58.11 29.16 C15 85'33' 17" 25.00 J7.32 23.12 C16 85'3137" 25.00 37.32 23. 13 C17 2706'06' 320.00 151.55 177.22 C18 100'09 52" 25.00 43.71 29.88 C19 100'09'49" 25.00 43.70 29.88 C20 03.58'05 " 280.00 19.39 9.70 C21 02'50' 17" 280.00 13.87 6.94 C22 30'2945" 300.00 159.68 81.78 C23 172343" 300.00 91.08 45.89 C24 06'12'10" 280.00 30.31 15.17 C25 13'07'59" 300.00 68.76 34.53 C26 0713'05" 300.00 37.79 18.92 C27 04'40 23" 0 24.47 12.24 C28 13'00'08" 0 t3OO. 66.08 34.19 C29 14'07'57" 0 74.00 137.19 LI N E DATA NUMBER DIRECTION DISTANCE Ll S 8523'46" E 45.37' L2 S 852346" E 0.26' L3 N 30'1230" E 48.07' L4 N 4 1'58 28" W 118.20' LS IS 45'47'01 " W 149.00, L6 IN 30-12'30 - E 3.42' 10 11 12 13 14 15 COPPER RIDGE DR. CLAY CYN. DR. SEE SHT. 3 OF 4 SEE TR. 22335 ST IMP. PLANS WOO D V I EW DRIVE 40 0 40 80 120 Scale 1 " = 40' CONSTRQ ICT/ON NOTES & OUANT/TIES.• CONSTRUCT 0.25' AC OBER.......................................... a 3.67' AB (CLASS _2) ....................................................... 384 CK CONSTRUCT TYPE ';1-6 " CURB & GUTTER OER R/ITERS/DE COUNTY STD. No. 200 ................................... 810 LF }- CONSTRUCT CONC. S1,OZ- Z it PER R/I/ERS/DE 10 11 12 13 14 15 COPPER RIDGE DR. CLAY CYN. DR. SEE SHT. 3 OF 4 SEE TR. 22335 ST IMP. PLANS WOO D V I EW DRIVE 40 0 40 80 120 Scale 1 " = 40' CONSTRQ ICT/ON NOTES & OUANT/TIES.• CONSTRUCT 0.25' AC OBER.......................................... 279 TON 3.67' AB (CLASS _2) ....................................................... 384 CK CONSTRUCT TYPE ';1-6 " CURB & GUTTER OER R/ITERS/DE COUNTY STD. No. 200 ................................... 810 LF }- CONSTRUCT CONC. S1,OZ- Z it PER R/I/ERS/DE COUNTY STD. No. 400 & 401 ...................................... 4091 SF �-- CONSTRUCT /0' CROSS GUTTER & SPANDREL PER R!/ERS/DE COUNTY STD. No. 209 & 209A ...................... 8..36 SF CONSTRUCT HAND/CAP ACCESS RAMP PER RIVERS/DE COUNTY STD. No. 40J .................................................... 4 EA a- CONSTRUCT ORATE APPROACH PER R/HERS/DE COUNTY STD. No. 207 ..................................................... 768 SF o- PLACE STREET NAME 5/ON PER COUNTY OF R/ITERS/DE STD. No. 816 ... . ... .......................................... 1 EA �o INSTALL 57Z'2 REFLECTOR/ZED STOP SION (R1) ON METAL STREET NAME 516N POST AS PER COUNTY OF RIERS/DE STD. 816 ....................................................... > EA CONSTRUCT BARRICADE PER R1kER5/DE COUNTY STD. NO. 810 .................................................... 40 LF 1�4 -PLACE 12' THERMORLAST/C L/M/T ZINE PER CAL TRANS STD. RZAN A24E........................................... 18 SF Underground Service Alert RECOMMENDED FOR SEAL COUNTY SEAL APPROV BY: DATE: s / s/ q LANs BARED BY. APPROVAL TRACT NO. 27947-1 SHEET No. . �Essl� Essl� Call. TOIL FREE A. J� 4 1 �� y '� T ORTATI T., RIVERSIDE COUNTY, CA. COUNTY OF RIVERSIDE DE C R)35MAIV c� v` R.C.E. No. 33950 EXP. DATE: 6/30/98 E N G I N E E R S 1-800 N0• 0 No PR=UNDER IR T1 CIYIL ENG/NEER/NGORT C•SUAVEY/NG•PLANN/NGSTREET IMPROVEMENT PLAN OF 4SHEETS 227`-26 L DATE: 2 `D /Y/Y 9% • � � * • �30-"D2504 E: DIRECTION is t % TEL, 9096820 ) 688-0241 FAX,R(9I09) 688CA 90599 W00 DVI EW DRIVE FILE No. TWO WORKING DAYS BEFORE YOU DIG DATE BY MARK REVISIONS APPR. DATE CHECKED BY: OWL iv� SCALE: AS NOTED BENCHMARK: 5084 CHARISSA J.A.DESIGNED BY: C- DRAWN BY: RICK CHECKED BY: J.W.S. DATE: LEACH, R.C.E. 53390 EXP. 6/30/99 DATE: FEB 20 1997 SEE SHEET 1 FOR: K. HOVNANlAN iC 912 -DD J