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942gg_sppIN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA GENERAL NOTES 1. IT SHALL BE TTH R€VERSID81L1TY OF THE DEVELOPER/OWNER CONTRACTOR PRIVATE STREET IMPRO VEMENT RLANS TO APPLY TO 774E RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT TM CONST. QUANTITIES SECTION FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO o, TRA C T NO. 32049 NOTE I DUCW-71074 ON -St Off SIT€ SS BE RESPONSIBLE FOR SA77SFACTORY COMPLIANCE FOR ALL CURRENT o DIREC77ON OF FLOW -4 ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES DOMENI NI TRACT BOUNDARY FOR THIS PROJECT. ADDIT70NAL STUDIES AND/OR PERMITS MAY BE REQUIRED. i (/ / CONSTRUCT 0.25' AC OVER 0.58' C.A.B. 1946 TON 5308 1i71V 2. THE CONTRACTOR SHALL BE RESP SIbLE FOR THE CLEARING OF THE 9A_ % APPLICANT/ OWNER. O CLASS 11 (PRIVATE S7REET) 2,575 CY 5,713 CY N PROPOSED WORK AREA, AND RELO A77ON COSTS OF ALL EXIS77NG UTILITIES SCO PERMIT]€E MUST INFORM COUNTY F bONS7RUC77ON SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF C NSi7?UCT7ON. \ �� f �� BARRATT AMER/CAN, INC 5950 PRIESTLY DRIVE O CONSTRUCT TYPE A-6 CURB & GUTTER 3,850 PER RC7D STD NO. 200 IF 725 IF o ��✓ <��� �� CARLSBAD, CA 92008 `C� PHONE: (951) 955-6885 FOR PARCEL `MAPS AND TRACT MAPS z PROJECT �QCONSTRUCT O z �! C�� CONT CTT RUSH PORTER 760) 929-6430 O TYPE CURB PER SID NO.. 202 CURB WASRA 3,250 IF 0 IF 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY SITE i; (ROLLED S ��� DEVELOPER SELECTED OP77ON FOR THE STANDARD NO. 816. THOMSON ASSESSORS PARCEL NO. PRIVATE STREETS WI9HIN THIS 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY RD. c� 0) 467-240-031' 045 046 & 050 DEVELOPMENT AND ARE APPROVED BY IRA NSPOR TA 77ON 7RANSPORTA77ON DEPARTMENT IMPI�UVE"MENT STANDARDS AND SP£CIFICA770NS, LATEST EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS S R , RD LEGAL DESCRIPTION: O CONSTRUCT TYPE "D" CURB PER RC7V 1.570 IF 0 IF BOREL RD. j�� N j STREET LIGHTS C) REMAINDER PARCEL OF PARCEL NO. SID NO. 204 CURB HEIGHT SHALL BE 6" ( ) 5. IT SHALL BE THE RESPONSIBILIT( OF THE DEVELOPER TO N077FY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY MU IETA HOT r o w¢ PER IP 030178 � � SP INGS RD. U C} 30239 /N THE UNINCORPORATED O CONSTRUCT CROSS GUTTER &SPANDRELS 4,616 SF 889 SF RIVERSIDE COUNTY ORDINANCE NO. 461. <�� Z � � ( f��� TERRITORY OF RIVERSIDE COUNTY PER RC7D STD NO. 209 & 209-A S RD• I,i STATE OF CALIFORNIA, AS SHOWN BY CURB TRANS PER SIU 211 6. ALL UNDERGROUND FACILITIES, WIN LATERALS, SHALL BE /N PLACE PRIOR TO pR � � � • MAP ON FILE /N BOOK 202 OF 6 O L13G (TRANS/TION LENR PLAN) EN LENGTH PER IF 0 IF PAVING THE STREET, INCLUDING, BUT NOT L/MJTED T0, THE FOLLOWING. SEWER, � 's P��� / `\ Gp• ] / / SKYVTEW PARCEL MAPS, AT PAGES 5&6, IN THE ROAD OFF/CE OF COUNTY RECORDER OF SAID CONSTRUCT 4" CONCRETE SIDEWALK PER WATER, ELECTRIC, GAS, STORM DRAINS �O ; �C�' �i /' / \ PER TRACT No. 29114 COUNTY 1T G 1� RCTU SID NO 401 30,950 SF 12,373 SF 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND RGA S \ �P 1 / \ IP 030178, APPROVED _ SCHOOL DISTRICT- flIE ATO COON TY STANDARD 740. 206 AND/OR 740. 207, \ �, �� / ./ '\ \. 13 CONSTRUCT GUTTER DEPRESSION PER 9.32 IF 0 IF HE ASNDIRECTED INT � ,/� C> CCS / / \ \ `• MURRIETA VALLEY UNIFIED SCHOOL DlS1RiCT RC7D STD O 311 8. IT SHALL BE THE RESPONSIBILITY O THE DEVELOPER OR CONTRACTOR TO / �_ CFS\ 's � <�� // / Q10-2 20 CFS ` �I q0� ` SOILS ENGINEER: 14 INSTALL U77LITY TRENCH, ONE SIDE OF 3,600 STREET - TOTAL LENGTH MODIFIED PER LF 3,749 IF APPLY TO 77/£ CALIF DEPAR7ibfENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITH/N THE STATE pp t���g y��// /t �� �� / / s M VICINITY II 1! uvu�� <) Sic \ / / F GEOTFK, INC. 17 PLAN PROPOSED RCFC & WCD STORM DRAIN �1 t�� \ 1384 POINSETTIA AVENUE RIGHT -OF WAY. NOT TO SCALE 5 \ SUITE A 18" RCP STORM DRAIN 1,010 LF 0 LF mmmsiD� 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO \ THOMAS BROS STREET LIGHTS / \\ PER IP 050126 / VISTA, CA 92081-8505 (760) 599-0509 36" RCP STORM DRAIN 820 RCP STORM DRAIN 960 LF 0 LF 0 LF LF O - = �D INSTALL AND MAIN7AW ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING PAGE 899 D-6 �1 / /' \ `• EX EXIS77NG RCP S7rJRM DRAIN - SIGNS WI7741N THE PROJECT LIMITS' AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL T6S R2W S32 V / / * / ✓ \ CONSTRUCT CONCRETE DRIVEWAY PER 9,500 SF 0 Sr COMPLETION AND ACCEPTANCE OF 174E PROJECT BY THE COUNTY ssyr / B yFF �� * \ ��r, �✓ RC7D STD O 207 10. A TRAFFIC CONTROL PLAN MUST Be SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO OBTAINING AN ENCROACHMENT PERMIT. WINCHESTER ROAD/S.R. 79 nO , T 0� 10= 0.45 PER 4040 `` CF % ✓r, 20 MANHOLE NO. 1 PER RCFC &WCD MH251 3 £A 0 EA 01 ,, `� IP 050126, APPROVED = \ � t �� 21 MANHOLE NO. 2 PER RCFC &WCD 4 EA 0 EA EI ______ Q 0.67 CFS 322! 10-2.20 v `' MH252 11. ALL STREET SEC710NS ARE TENTATIVE ADfllT70NAL SOIL TESTS SHALL BE TAKEN BY THE COUNTY AFTER ROUGH GRADING TO DETERMINE THE EXACT CFS * Q 10=1.59 CFS ` ` 28 MANHOLE NO. 4 PER & WCD MH254 1 RCFC EA p EA �Q ^� -2.47 CFS s�F �i u` STREET SEC77ON REQUIREMENTS USE STANDARD NO. 401 /F EXPANSIVE SOILS ARE ENCOUNTERED. 3225 sy�� 6,15 \ tri ✓y/ 22 CONCRETE LUG PER DETAIL SHEET 2 18 EA 0 EA �Q� EET 5 r � SH 3260 10-1.51 CFS {1 HEADWALL & WINGWALL PER CAL7RANS 3 EA 0 EA 12, ASPHAL77C EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN O� Q =1.21 CFS ;^ �i v D -90A FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 1 10-1.85 CFS` 3226 � ,\ _ 24 CURB /MEET CATCH BASIN PER RC7D STD. g EA 0 EA 3245 J 740. 300 GALLON PER SQUARE YARD RESP£C77VELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF 771E STATE STANDARD ' Q =1.21 CFS =1.31 CFS _ � �t Q10_ \ ' CONCRETE COLLAR 12" 774ROUGH 66" PER 2 EA 0 EA SPECIFlCAT7ONS tt��10-1.88 CFS m � ��� 70Cf QIO 2.02 CF e © ���r ,^'� RCFC & WCD M803 1.3 WI INSTALL STREET TREES IN ACCORDANCE TH ORDINANCE O. 460 AND 499, O z ' o a 4 * \\ 26 O 7RANSrnON STRUCTURE NO.3 PER RCFC 4 EA 0 EA r� oma 325 &WCD Til BRACHYCH/TUN POPULNEUS, LAGERSTROMEMIA INDICA, LAURUS NOBILIS O QO��O 3255 tO �� 27 RIBBON GUTTER PER DETAIL 7, SHEET 2 3,750 SF 0 SF _ _ --- ` Q� 10=0 54 CF \% EASEMAPTNO 32049 CF .6g \ 14. STREET LIGHTS SHALL BE INSTALLED /N ACCORDANCE WITH THE APPROVED Q -0.80 CFS PER M SKYVIEW BRIDGE \* �(� .. '\' =gym OUTFALL PER IP 030178 � 4` A O CONSTRUCT CURB RAMP 'A" PER DETAIL ON SHT 2 3 EA 0 EA' �L. STREET LIGHTING PLAN. fll�i \ 15. AS D£7ERMJNEO BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS `fl CCS 10 =5326 CFS \\fes O CONSTRUCT CURB RAMP 'B' PER DETAIL ON SHT 2 1B EA 0 EA RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND CONSTRUCT CURB RAMP "C' PER DETAIL ON SHT 2 1 EA 0 €A MAY BE REQUIRED TO RECONSTRUCT EXIS77NG PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FC'pss' FOR THE CURRENT ASSIGNED TRAFFIC INDEX. " C -1.50 CFS OFFSITE ROW DEDICATED PER MAP NO. 28298 tic ti0 Tp D O CONSTRUCT CURB RAMP 'D' PER DETAIL SHT 2 3 EA p cr 1 �� ) <� g 10--2.28 � � � -2.28 CFS �� f RECORDED 22 JUNE, 2005 y q ON 0 €A 16. ONLY LANDSCAPING CONSlST7NG OF GRASS AND PARKWAY TREES MAY BE � r �J INSTALLED W9THIN PARKWAYS ON LOCAL RESIDEN77AL STREETS WITHOUT �ff \ i� 1 J �P s C'E` N07E:• O MEDIAN IS PROPOSED TO BE CONSTRUCTED IN WINCHESTER ROAD. THE "CASH-IN•�-LIEU SEPARATE LANDSCAPE PLANS ALL 07HER TYPES OFLANDSCAPING /N THESE 328 r� , \l 'Q j3. ,P� DEVELOPER HAS OPTED TO ENTER INTO A OF C'ONSTRUC`TION" AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS, SHALL REQUIRE S \ F 970 • AGREEMENT WI THE NTY OF RIVER SEPARATE LANDSCAPE PLANS ALL LANDSCAPING ENCROACHMENTS SHALL �. / F �� �l � * �J ^' Q / O d)REMWt \ 01&tjWk AC DAY EM£ CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO 774 ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" DATED JUNE 1990. 1� � ? ) �Q / Cj C� f /� P f\J 457-260-036 aF�sstp rAR4 CURT 4' T1 s , �� `�`t 17 ANY PRIVATE DRAINAGE FACIL177ES SHOWN ON THESE PLANS ARE FOR Sp IN <>>�` A' � f l 1 Fo�.�RcJt�1o1 r R cK ENc�10i"'j c Corht�R1JY ~ INFORMA7701V ONLY. BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR �+ Q10o`C 2S 17�o IOWA f�.r�nr�lc.Svl Te 106 APPROVAL OF THOSE PRIVATE FACIL177ES /S IMPLIED OR INTENDED BY 774E SFF Exp.613Q/2Q16 CA 9250-1 SHEET INDEX; RIVERSIDE COUNTY 7RANSORTA77ON DEPARTMENT. / �p 9%4vZSIDc 1 3273 / �' I N D E X M A qT P � F 4 �, wf� SHEE! l)ESCR/PTION a. CONSTRUCTION PROJECTS DISTURBING MORE THAN it ACREMUST OBTAIN / >> r' N Nelc.._ SZC� o. cc, ` Al ., A NA77ONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERM/T. / ETENTION BASIN 1 TIME SHEET OWNERS%DEVELOPERS ARE REQUIRED TO FILE A 077CE OF INTENT (NOI) WTH / 00=316 CF S C A L E.- 1 " = 100' 2 CONSTRUCTION NOTES, SECTIONS AND DETAILS THE STATE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM SO LINE 'Jg -48.70 CFS WATER POLLU77ON PREVEN77ON PLAN (SWPPP) AND MONITORING PLAN FOR THE / ABBREI/IATIONS 3 SKYVIEW ROAD I>R�CAL STREET SECTIONS SITE =25.17 C -S/ / MOO 29.73 CFS A PJ\l f� J 1 -2 J J - J 5 J 100 50 0 10o zoo 300 4 W9NCHESTER ROAD TYPICAL STREET SECTIONS b. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE GRAPHIC SCALE: 1"=100' BCR BEGIN CURB RETURN LT LEFT 5 DRIVE MARABELIA COURT STA 10+00.00 - STA 15+44.44 COUNTY A COPY OF 774E NO/ W9774 A VALID WDID NUMBER. ; BVC BEGIN V-ER77CAL CURVE MVC MIDDLE OF VER77CAL CURVE 6 DRIVE MAR98ELLA COURT STA 15+4444 - STA 21+91.40 / CB CA 71 BASIN P/ POINT OF INTERSECTION 18. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE /NSTALLA770N OF ; 20' ACCE S EASEMENT PER SEPARATE 7 DRIVE ALTAM/JZ4 LOOP STA 10+00.00 -STA 15+51].43 ADD177ONAL SIGNS AND MARKING NOT INCLUDED IN THE SIGNING AND STRIPING / DOCUME NO CG CENTER GRADE PRC POINT OF REVERSE CURVE PLAN W97HIN THE PROJECT AREAS, OR ON ROADWAYS ADJACENT TO THE8 DATE _�_� CEN7ERUNE PROP PROPOSED ITT" COURT STA 104-1- STA 11+06.86 PROJECT BOUNDARIES, UPON THE REQUEST OF THE DIRECTOR OF CORDOBA COURT STA 10+00.00 - STA 11+44.03 TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ' /, P J\J 457-260-064 r D/W DRIVEWAY RT RIGHT 9 ABRA AIRF COURT STA 10+00.00 -- STA 11 •f4125 ROADS UNDER THE JUR/5D1C7/ON OF 174E DEVELOPER. UTILITIES: ECR END CURB RETURN R/W RIGHT OF WAY VISTA LADERA COURT STA 10+0000 - STA f1+34.71 UNAUTHORIZED CHANGES & USES 19, EXIS77NG STORM DRAIN PIPES/CULVERTS (WHETHER TO BE CONNECTED TO, WATER & SEWER : E. M. W. D. , 2270 ]RUMBLE ROAD, P.O. BOX 8300 ELY, KY EASTERLY, WESTERLY SLY, NLY SOUTHERLY, NORTHERLY 10 DOS LAGOS COURT STA 10+00,00 - STA 11, T726 EXTENDED, ADJUSTED, DRAINED TO, OR JUST IN THE PROJECT VICINITY) MUST CAUTION: THE ENGINEER PREPARING ]HESE PLANS WILL NOT BE PERR/S, CALIF. 92572 (951) 928-3777 EP EDGE OF PAVEMENT ST STREET AL/SAL COURT STA 10401! 00 - i TA 11*J9.71 BE REPAIRED, ANDIOR CLEANED TO MAKE THEM FUNC77ONAL AND RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO ELEC. S. CIE 26100 MEN/FEE ROAD ACCEPTABLE AS DIRECTED BY 774E TRANSPORTATION DEPARTMENT. OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST , EVC END OF VER77CAL CURVE TC 70P OF CURB 11 D/AMANTE COURT STA 10+01100 - STA i'+69 19 BE /N WRITING AND MUST BE APPROVED BY THE PREPARER OF TEL.: GENERAL TELEPHONE CO, 1-800-227-2600 1-800-227-2600 PALMERAS COURT STA 10+0000 - STA 11+73.24 UNDERGROUND STRUCTURES THESE PLANS. FH FIRE HYDRANT VC VERTICAL CURVE GAS. SOUTHERN CALIFORNIA GAS CO. RIVERSIDE, CALIF. 92516 FL FLOW LINE 12 C4LLf REAL COURT STA lO+DODO -STA 11+48.86 ALL UNDERGROUND U77LI77ES OR STRUCTURES REPORTED BY THE OWNER OR 07HERS AND THOSE SHOWN ON THE RECORDNOTE: (951) 884-9411 EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCA77ON AND EXTENT. THE OWNER BY ACCEP77NG THESE PLANS ORk,A SSS ENCANTADA COURT STA 10+00.00 - STA 11+67.27 ;13 ANLbILUZ COURT STA 10+01!01! -. STA 11+9778 ' PROCEED/NG WITH IMPROVEMENTS' PURSUANT ]HERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS 1. ALL WINCHESTER ROAD AND SKYWIEW ROAD IMPROVEMENTS' ARE BEING (� AL/CANIF COURT STA 10+0000 - STA 11+80.47 FOR ANY DAMAGES RESUL77NG FROM THE EXISTENCE OF UNDERGROUND U77LI77ES OR STRUCTURES NOT REPORTED TO THE CONS7RUCTED PER SEPARATE PLANS. I1 r� UNDERSIGNED; NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN 2. THE FOLLOWING OFF-S17E IMPROVEMENTS BEING BONDED FOR WITH TRACT�. �,'�� � NOT COUNTY MAINTAINED ROADSVR SNI ON RECORDS EXAMINED. THE CONTRACTOR /S REQUIRED TO TAKE DUE PRECAU77ONARY MEASURES TO PROTECT THE UTIL177ES NO. 32049; THE HALF -STREET WIDEN/NG OF IONCHES7E'R ROAD AND 32' WINCHESTER ROAD. CAL TRAINS PERMIT NO. 08 -05 -6 -MC -0505 SI:E 57`t>t LIGHTS p SEPARATE PLAN SET PA HALF -WIDTH /MPROVEMENIS FOR SK ROAD FRONTING TRACT N . ,• # OR STRUCTURES SHOWN AND ANY 0774ER U77LI77ES OR STRUCTURES FOUND AT THE SITE /T SHALL BE THE CONTRACTORS 0 + � 4 SAS SEWER: CAL PERMIT NO. 08 -UJ r ` 05m RESPONSIBILITY TO NOTIFY THE OWNERS OF THE U77LI77ES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 32049, SIGNAL IMPROVEMENTS TO 774£ lN7ER5ECT70N OF SKYV/EW ROAD AND WINCHESTER ROAD. -05 -6 -0504 SEE LANDSCAPING PER SEPARATE PLAN SET WDID NO. 9 33C 337213 050M NO _ SEAL COUNTY COUNTY OF RIVERSIDEENCHMARK RJP Stantec Consulting, Inc.i DATUM AND ELEt,Ar�DN BM 1419 NGS PID DX 1516, NGVD 29, ELEVATION 1419.95 T 1�1 OF gNsa � SHEET NO. 8 P►EC. REVISE PARKING AREAS ADD WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT APPROVED BY: 277 Rancheros Drive Suite 300 ROFEss/o MAQ�I� BENCHMARK DESCR�PnDN TMC ' No. 32t,�49 SMEET"1�' A00 CUR -' t1L51d1EDBY COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR �P�oFnSpl rti San Marcos, CA 92069 ill 9� c' 4" BRASS USGS SURVEY STANDARD CAP STAMPED 1419 GRADING PERMIT HAS BEEN ISSUED. �� �� F P ri y �' � O ' SEA AND SET ON BAS/S OF BEAR/NGS TOP OF A 4" IRON PIPE STREET IMPROVEMENT PLANS J r i `( a No. 33950 // `� C RJP Tel. (760) 891-3200 - ,�,, No. 60D51 m tw Exp. 6/1 � CENTERLINE OF WINCHESTER ROAD AS SHOWN ON PARCEL MAP NO. 30239 RECORDED JUNE 13, 2002 IN BOOD 202 �+L� ME SHEET THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE emm gy FOR ASSURING THE ACCURACY AND ACCEPTISIUTY OF THE DESIGN A Exp,06-30-08 Fox. (760) 891-3201 yk OF PARCEL MAPS AT PG. 5-6, DOC. NO. 2002-322460, HEREON. IN THE EVENT #'�' DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTIENI, THE PRIVATE ENGINEER SHALL BE `� CIV IL A. 0 DA1E ~. 1 www.stantec.com i 1j CIvit � 4 RIVERSIDE COUNTY RECORDS. I.E. N35.35'09"E SCHEDULE "A" RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND qTF OF CAI / {� ` P f LNE ` -1 __ �, O' CAL \1 DATE BY APPR. SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE REVISIONS ENGINEER COUNTY BY DAME !W N E Ra, 6(X!51 or. 6 DATE MOR: AS SHOWN VERT: AS SHOWN FOR: W.D. COUNTY NO. af'Qto IJY 14' 4' 4' 4' 11 m I I a) 2' U va 2.0% 20% 20% „ z 0 1 2 6 i7 PRIVATE STREET SECTION *UTILITY TRENCH NOT TO SCALE NOT COUNTY MAINTAINED ROADS (T.l. = 5.0, R =25) ROAD SEC77ONS ARE BASED ON APPROVED 7ENTA77W MAP CASE NO. 7R 32049 DATED: 10-26-04 MARSELLA COURT STA 10+00.00 - STA 21+91.40 ALTAMIRA LOOP.- STA 10+00.00 - STA 15+50.43 14' VARIES FROM 4' 12" W70E, CONTIGUOUS TO t 20' 6- CURB FAC 1/4' GROOVES, MLJ2 314- 0. C, v a 1/2" .t SfppE (TYPICAL) 2.0% BOPS 45' BEVEL _ __- A-0 2 6 {KNEE R£QU�E 4' MI M ( 6" CURS FACE 2 PRIVATE STREET SECTION OR 4" MOD/PIED - ROLLED NOT TO SCALE CUURB �~ 'A NOT COUNTY MAINTAINED ROADS *UTILITY TRENCH (TI. = 5.0, R =25) TYPICAL N.T.S./N. W/DTH / 411ly. ROAD SECTIONS ARE BASED ON APPROVED TENTATIVE MAP 4" ROLLED CURB - CASE NO. TR 32049 DATED: 10-26-04 S' MARBELLA COURT STA 71+68.66 - STA 11+86.67 MARBELLA COURT STA 19+23.04 - STA 19+45.11 .cr;\v/_7DN " MARBELLA COURT STA 13+18.63 - STA 13+39.89 MARBELLA COURT STA 19+65.94 - STA 19+85.74 MARBELLA COURT STA 13+89.68 - STA 14+64.58 MARSELLA COURT STA 20+53.19 - STA 20+75.64 MARBELLA COURT- STA 14+91.18 - STA 15+10.59 ALTAMIRA LOOP.- STA 10+48.75 - STA 10+71.74 MARBELLA COURT STA 15+92.47 - STA 16+17.10 ALTAMIRA LOOP- STA 11+55.33 - STA 11+80.97 MARBELLA COURT- STA 16+43.53 - STA 16+72.45 ALTAMIRA LOOP.- STA 12+07.41 - STA 12+43.56 fz MARBELLA COURT STA 17+61.16 - STA 17+91.05 ALTAMIRA LOOP.- STA 14+30.22 - STA 14+56.55 1/2' MAX MARBELLA COURT STA 18+1738 - STA 18+39.46 45' BEVEL PAINTED CROSS -WALK I. VARIES L MSO �� w WATER Q FIRELINE y SANITARY SEWER 111720141:. STORM DRAIN Ur JltCttl rvvv THERE IS A FROP MORE SPECIFICC F NOT TO SCALE NOT COUNTY MAINTAINED ROADS (TI. = 5.0, R =25) 7 RIBBON GUTTER NOT TO SO4LE NO WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. TIONS 9 14 12 1, 3 1, VARIES 4 I MLJ 2' I 2.0% 2.0% 2.0% v `a 6 � 1 4V RIBBON GUTTER SEE DETAIL 7 THIS SHT PRIVATE STREET SECTION W/PARKING STALLS NOT TO SCALE NOT COUNTY MAINTAINED ROADS *UTILITY TRENCH (T/. = 5.0, R =25) 1/2 -Ate.!' ROAD SECTIONS ARE BASED ON APPROVED 7FNTA77VE MAP 45' BEVEL CASE NO. 7R 32049 DA7LD: 10-26-04 PAINTED CROSS -WALK- '< 1 , TC DSO 1 � I �S ELEV R�'pS EKES 05 RB ZO2 a TMPE .�� Stp NO- PER R E JOINt 0 5" r �NS\�\oN WfApEEPp pAD US EpgEs NO1L_• TYPE -C" CURB PER RCT9 SID 202 ROLLED 1 5 CUR8 WAS A SELECTED OPTION BY AHE DEVELOPER, FOR THE PR/VA AL STREETS WITHIN THIS DEVELOPMENT, AND ARE APPROVED BY IRANSPORTA770N ( ° 1 ROLLED CURB TO A-6 CURB TRANSITION 1v 5 10 20 30 4' ( IN FEET ) 1 inch = 10 ft SO/LS R VALUE = 25 GE07ECH REPORT BY GA DATED.- JAN. 12, 2003 REVISIONS NOT TO SCALE ��YlQ�iil�l►lll'1 SKYVIEW' ROAD 0.50% 00 ,\ �1ti �9 R n' T --PROPOSED ROWj EXISTING AC 5 X�� \0\r1 2.10% �0 0.11 % 12 W/D£ 061/4' QW01ea,, 3/4" O.C. S►r`' (TYPICAL) 6" CURB FACE CURB RASP 'B' TYPICAL 4' MIN. WIDTH N. TS 6" CURB FACE N S s/;ON STOP 2' WHEEL GU/DE WHERE REQUIRED 6" CUR8 FACE' ED �+ R LLEDMCU 8 ctm ~ IV TYPICAL 4' MIN. MV7H N. T.S. 12' W1Dly 1/4" GROOVES, nE 3/4" 0. C. (TYPICAL) 1DEWALK CON77NUAPON SIDEWALK CONT7N6,0770N 6CUR8 FAC . � �0PE 6" CUR8 FACE 2% SLOPE MAX OR 4' MODIFIED ROLLED CURB 1/2' AW 45' BEVEL CURB RAMP 'D" TYPICAL 4' MIN. WIDTH N. TS -_ Na. C 68265 ---------------- � Exp•�3412414 S' CIV\4 ey4 V: 09% ZEVtstou CANOF c����° 9k\r.k E�+.►Ntx t.�enQ�l i \'1ti.a \4WA lkVEel.sact£wa CL1Vr�.S\b�.0 C*, %-Lbtn Qt6 NO.faa t9e COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT RJP APPROVED BY: &_S1&" BY RJP 0 N DAZE LNE C. ED BY DAiE LT\ BY DAWv E. At. A SKEWEDP OW-0ION 36" C41" 4 PLAN 36" SECTION A A SEC TION B -B NOTES 1. THE END OF CONNECITON PIPE SHALL NOT PRGVECT INTO 771E WATERWAY OF TH£ LARGER PIPE 2. THE LARGER PIPE SHALL NOT BE LESS mm 24" ID. 3. THE SMALLER PIPE SHALL NOT BE MORE THAN 2/3 THE SIZE OF THE LARGER PIPE. 4. CONCRETE SH411 BE 279kg/M C-14-MPa (470-C-2000). 5. ALL PVC TRUNK LINES SARI BE SDR 26 CONCRETE LUG DETAIL (N. T. S.) TOP OF BERM ELEV. (SEE PLAN) 1' 24" THICK ooCX Ua� V LIGHT RIPRAP D50=100 LB Q 31 6" THICK PERMEABLE MATERIAL ELEV. (SEE PLAN) 2 STD. SPEC. 68-1.025 E MIRAFI '1100 N OR EQUAL FILTER FABRIC BOTTOM OF CLASS 11 TYPE B PER CALTRANS DETENTION BASIN 4' '> OVERFLOW CHANNEL E R/PRAP DETAIL � 4 (N. T. S.) 20.0' i 1.0' 5.0' 10.0' 5.0' CROSS SECTION EMERGENCY OVERFLOW CHANNEL E -E I' BERM - PUBLIC TRAIL 1' BERM GRASS SWALE (EL. =1359.5) -(EL. =1359.5) (FL. =1348.84) SECTION A A - DETENTION BASIN CROSS SECTION' MAINTAINED BY THE H O.A. (N. T. S.) OR AS 0.10' MIN THICK SAWCUT 1' MIN. INTO /RECTED AC OVERLAY EXIST PAVING MIN. FEATHER OVERLAY TO MATCH EXISTING EX/ST. EP - - - -- __1 Stantec Consulting, Inc. 277 Rancheros Drive Suite 300 San Marcos, CA 92069 Tel. (760) 891-3200 Fax. (760) 891-3201 www.stantec.eom s r«3AmuTirAill 11113'k'i 1- ®: !4 {-.n eae eee �I i BM 1419 NGS PID DX 1516, NGVD 29, ELEVATION 1419.95 QROFESS/pi, BENCHMARK DESCRIPi70N �Yt�Qq F 4" BRASS USGS SURVEY STANDARD CAP STAMPED 1419 SEA AND SET ON TOP OF A 4" IRON PIPE BASIS OF BEARINGS 60D51 m CENTERLINE OF WINCHESTER ROAD AS SHOWN ON PARCEL Ems. 6f3008 MAP NO. 30239 RECORDED JUNE 13, 2002 IN BOOD 202 k OF PARCEL MAPS AT PG. 5-6, DOC. NO. 2002-322460, CIvIti e! RIVERSIDE COUNTY RECORDS. I.E. N3F35'09"E SCALE: HOR: AS SHOWN VERT' AS SHOWN OVERFLOW CHANNEL SEE DETAIL THIS SHEET ■I IP 05M 00UN7Y .OF RIVEFIMM SHEET NO TRACT No. 32049 CONSTRUCTION NOTES, SECTIONS AND DETAILS �% OF SHTS. COUNTY W.O. FILE NO. MW 10 MLJ cSlt 2.0% I 2.0% �� MMU t U� Z 3 1 � 3 i� 4 PRIVATE DRIVEWAY SECTION *UTILITY TRENCH - NOT 70 SCALE NOT COUNTY MAINTAINED ROADS (TI. = 5.0, R =25) ROAD SEC77ONS ARE BASED ON APPROVED 7FNTA RVE MAP CASE NO. M 32049 DA 7M- 10-26-04 DRIVE 'C' : STA 10+00.00 - STA 11+06.86 DRIVE 'I' : STA 10+00.00 - STA 11+48.86 DR/VE 'D' : STA 10+00.00 - STA 11+44.03 DRIVE J' : STA 10+00.00 - STA 11+69.19 DRIVE 'E' : STA 10+00.00 - STA 11+41.25 DRIVE 'K' : STA 10+00.00 - STA 11+73.24 DRIVE F' : STA 10+00.00 - STA 11+34.71 DRIVE 2' : STA 10+00.00 - STA 11+67.27 DRIVE 'G' : STA 10+00.00 - STA 11+37.25 DRIVE W : STA 10+00.00 - STA 11+97.78 DRIVE Y : STA 10+00.00 - STA 11+39.71 V '' T SA 10+00.00 - STA 1�1+847 � STA0Fd0.o0T•0 �� F MSO �� w WATER Q FIRELINE y SANITARY SEWER 111720141:. STORM DRAIN Ur JltCttl rvvv THERE IS A FROP MORE SPECIFICC F NOT TO SCALE NOT COUNTY MAINTAINED ROADS (TI. = 5.0, R =25) 7 RIBBON GUTTER NOT TO SO4LE NO WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. TIONS 9 14 12 1, 3 1, VARIES 4 I MLJ 2' I 2.0% 2.0% 2.0% v `a 6 � 1 4V RIBBON GUTTER SEE DETAIL 7 THIS SHT PRIVATE STREET SECTION W/PARKING STALLS NOT TO SCALE NOT COUNTY MAINTAINED ROADS *UTILITY TRENCH (T/. = 5.0, R =25) 1/2 -Ate.!' ROAD SECTIONS ARE BASED ON APPROVED 7FNTA77VE MAP 45' BEVEL CASE NO. 7R 32049 DA7LD: 10-26-04 PAINTED CROSS -WALK- '< 1 , TC DSO 1 � I �S ELEV R�'pS EKES 05 RB ZO2 a TMPE .�� Stp NO- PER R E JOINt 0 5" r �NS\�\oN WfApEEPp pAD US EpgEs NO1L_• TYPE -C" CURB PER RCT9 SID 202 ROLLED 1 5 CUR8 WAS A SELECTED OPTION BY AHE DEVELOPER, FOR THE PR/VA AL STREETS WITHIN THIS DEVELOPMENT, AND ARE APPROVED BY IRANSPORTA770N ( ° 1 ROLLED CURB TO A-6 CURB TRANSITION 1v 5 10 20 30 4' ( IN FEET ) 1 inch = 10 ft SO/LS R VALUE = 25 GE07ECH REPORT BY GA DATED.- JAN. 12, 2003 REVISIONS NOT TO SCALE ��YlQ�iil�l►lll'1 SKYVIEW' ROAD 0.50% 00 ,\ �1ti �9 R n' T --PROPOSED ROWj EXISTING AC 5 X�� \0\r1 2.10% �0 0.11 % 12 W/D£ 061/4' QW01ea,, 3/4" O.C. S►r`' (TYPICAL) 6" CURB FACE CURB RASP 'B' TYPICAL 4' MIN. WIDTH N. TS 6" CURB FACE N S s/;ON STOP 2' WHEEL GU/DE WHERE REQUIRED 6" CUR8 FACE' ED �+ R LLEDMCU 8 ctm ~ IV TYPICAL 4' MIN. MV7H N. T.S. 12' W1Dly 1/4" GROOVES, nE 3/4" 0. C. (TYPICAL) 1DEWALK CON77NUAPON SIDEWALK CONT7N6,0770N 6CUR8 FAC . � �0PE 6" CUR8 FACE 2% SLOPE MAX OR 4' MODIFIED ROLLED CURB 1/2' AW 45' BEVEL CURB RAMP 'D" TYPICAL 4' MIN. WIDTH N. TS -_ Na. C 68265 ---------------- � Exp•�3412414 S' CIV\4 ey4 V: 09% ZEVtstou CANOF c����° 9k\r.k E�+.►Ntx t.�enQ�l i \'1ti.a \4WA lkVEel.sact£wa CL1Vr�.S\b�.0 C*, %-Lbtn Qt6 NO.faa t9e COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT RJP APPROVED BY: &_S1&" BY RJP 0 N DAZE LNE C. ED BY DAiE LT\ BY DAWv E. At. A SKEWEDP OW-0ION 36" C41" 4 PLAN 36" SECTION A A SEC TION B -B NOTES 1. THE END OF CONNECITON PIPE SHALL NOT PRGVECT INTO 771E WATERWAY OF TH£ LARGER PIPE 2. THE LARGER PIPE SHALL NOT BE LESS mm 24" ID. 3. THE SMALLER PIPE SHALL NOT BE MORE THAN 2/3 THE SIZE OF THE LARGER PIPE. 4. CONCRETE SH411 BE 279kg/M C-14-MPa (470-C-2000). 5. ALL PVC TRUNK LINES SARI BE SDR 26 CONCRETE LUG DETAIL (N. T. S.) TOP OF BERM ELEV. (SEE PLAN) 1' 24" THICK ooCX Ua� V LIGHT RIPRAP D50=100 LB Q 31 6" THICK PERMEABLE MATERIAL ELEV. (SEE PLAN) 2 STD. SPEC. 68-1.025 E MIRAFI '1100 N OR EQUAL FILTER FABRIC BOTTOM OF CLASS 11 TYPE B PER CALTRANS DETENTION BASIN 4' '> OVERFLOW CHANNEL E R/PRAP DETAIL � 4 (N. T. S.) 20.0' i 1.0' 5.0' 10.0' 5.0' CROSS SECTION EMERGENCY OVERFLOW CHANNEL E -E I' BERM - PUBLIC TRAIL 1' BERM GRASS SWALE (EL. =1359.5) -(EL. =1359.5) (FL. =1348.84) SECTION A A - DETENTION BASIN CROSS SECTION' MAINTAINED BY THE H O.A. (N. T. S.) OR AS 0.10' MIN THICK SAWCUT 1' MIN. INTO /RECTED AC OVERLAY EXIST PAVING MIN. FEATHER OVERLAY TO MATCH EXISTING EX/ST. EP - - - -- __1 Stantec Consulting, Inc. 277 Rancheros Drive Suite 300 San Marcos, CA 92069 Tel. (760) 891-3200 Fax. (760) 891-3201 www.stantec.eom s r«3AmuTirAill 11113'k'i 1- ®: !4 {-.n eae eee �I i BM 1419 NGS PID DX 1516, NGVD 29, ELEVATION 1419.95 QROFESS/pi, BENCHMARK DESCRIPi70N �Yt�Qq F 4" BRASS USGS SURVEY STANDARD CAP STAMPED 1419 SEA AND SET ON TOP OF A 4" IRON PIPE BASIS OF BEARINGS 60D51 m CENTERLINE OF WINCHESTER ROAD AS SHOWN ON PARCEL Ems. 6f3008 MAP NO. 30239 RECORDED JUNE 13, 2002 IN BOOD 202 k OF PARCEL MAPS AT PG. 5-6, DOC. NO. 2002-322460, CIvIti e! RIVERSIDE COUNTY RECORDS. I.E. N3F35'09"E SCALE: HOR: AS SHOWN VERT' AS SHOWN OVERFLOW CHANNEL SEE DETAIL THIS SHEET ■I IP 05M 00UN7Y .OF RIVEFIMM SHEET NO TRACT No. 32049 CONSTRUCTION NOTES, SECTIONS AND DETAILS �% OF SHTS. COUNTY W.O. FILE NO. R/W 12' 88, 64' R/W 12' 1 20' COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: a / A. 0 ©471~ ONSITE IMPROVEMENTS PER i FOR SECTION AREAS AND STATIONING SEE IP No. 030178 l� SiLSiLT1 FY RJP I.P. NO. 050117 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY Of THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVALC1 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE N 6' 6' 32 32' 6' R/W PROP. HEADWALL PERiy CULVERT IMPROVEMENT 1/4" PER �` I 2 Uzi2 rt 44' FOOT SLOPE I A.C. PAVEMENT i PER 1/4" p AND STRUCTURAL PLANS n i 2.02,' 2.0% FOOT SLOPE :0' - 20' L ) `2 0 ( 2' 6' 6' MEANDERING 6 ' 6' `. J AGGREGATE BASE SIDEWALK PER _ ` TYPE 60D PROP. CURB PROP. CURB LANDSCAPE PLANS BARRIER AND GUTTER AND GUTTER (END STATION = 10+17.01) PROP. SIDEWALK " 1/4 PER A.C. PAVEMENT 1/4" PER SKYVIEW ROAD CULVERT IMPROVEMENT RIV. CO. STD. NO. 102 FOOT SLOPE 2.O% 2,pag FOOT SLOPE TYPICAL STREET SECTION I 2.0% ' AND STRUCTURAL PLANS N.T.S. T. 1. = 8.5 R= 25 STA. 9+75.73 TO STA. 10+29.49 FOR SECTION AREAS AND STATIONING SEE 1P No. 030178 0.33' AC OVER 0.90' AB CL 11 88' 1 12' 32' 32' 12' l0' - 20' o 6 6 � 1/4" PER PROP. HEADWALL PER FOOT SLOPEz PROP. HEADWALL PER CULVERT IMPROVEMENT A.C. PAVEMENT I 1/4" PER w CULVERT IMPROVEMENT AND STRUCTURAL PLANS 111 ri 2.0% FOOT SLOPE 2,0$ AND STRUCTURAL PLANS 2.0% r--- f� `7. J AGGREGATE BASE TYPE IED PROP. CURB PROP. CURB PROP. SIDEWALK BARRIER AND GUTTER AND GUTTER PROP. SIDEWALK7 SKYVIEW ROAD RIV. CO. STD. NO. 102 TYPICAL STREET SECTIONS N.T.S. T.I.=8.5 R=25 STA. 10+29.49 TO STA. 11+49.48 FOR SECTION AREAS AND STATIONING SEE IP No. 030178 0.33' AC OVER 0.90' AB CL Il R/W 88' R/W 44' rl 44' 1 12' 32' 32' 12' 6' 6' 6' 6' ( 2' PROP. HEADWALL PER F PLAN � 1/4" PER �� 1 { CULVERT IMPROVEMENTFOOT SLOPE I A.C. PAVEMENT 1/4" PER AND STRUCTURAL PLANS i 2.0% - i -y 2.0% 2.0% FOOT SLOPE --- - �- PROP. SLOPE 7pNGU �---78ASE PROTECTION PER SKYV/EW LEVEE TYPE 60D BARRIER AGGREGATE PLANS RB CURBPROP. SIDEWALK ER TTER PROP. SIDEWALK SKYVIEW ROAD RIV. CO. STD. NO. 102 TYPICAL STREET SECTIONS N.T.S. T.1.=8.5 R=25 STA. 13+09.02 TO STA. 13+33.79 FOR SECTION AREAS AND STATIONING SEE IP No. 030178 0.33' AC OVER 0.90' AB CL Il R/W 88' R/W 44' `L 44' 12' 32' 32' 1/4" PER 6' 6' FOOT SLOPE FP AN li 1/4" PER PROP. HEADWALL PER FOOT SLOPE A.C. PAVEMENT CULVERT IMPROVEMENT AND VARIES _� 2.0% 2 -Ox STRUCTURAL PLANS L 7AGGREGATZASETYPE 6OD BARRIER PROP. CURB PROP. CURB TYPE 60D PROP. SIDEWALK AND GUTTER AND GUTTER BARRIER PROP. SIDEWALK SKYVIEW ROAD RIV. CO. STD. NO. 102 TYPICAL STREET SECTIONS N.T.S. T.1.=8.5 R=25 STA. 13+33.83 TO STA. 13+62.57 FOR SECTION AREAS AND STATIONING SEE IP No. 030178 0.33' AC OVER 0.90' AB CL it CARO '7'� � \�\�® ►®wog n.Vtct��E.�i\'C \� C6 2 5 r' � Exp. 6/30/2016 f clvl�_ ICMAkit •werGL Ce e"0F CRItF NO J WORK CONTAINED WITHIN THESE PLANS SHALL. NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. SEAL -COUNTY \SttOfESSkj a A. o't ry yP 9 t� z � No. 33950 Exp. 06-30-08 _ IV 1 _ COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: a / A. 0 ©471~ RJP FOR SECTION AREAS AND STATIONING SEE IP No. 030178 l� SiLSiLT1 FY RJP THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY Of THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVALC1 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE R/W i RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS as e r e s rir w e 88' FUTURE TEMP.' CONSTRUC77ON1 12' 64' EASEMENT I 2' BENCH 6' 32' 32' I � J 1 1/4" PER I44� ACPAVEMENT E` FOOT SLOPE 2.0% % -------- ^ter IT'S 4._�_-�...�___ AGGREGATE BASE FUTURE CURB PROP. CURB EXIST. GROUND AND GUTTER AND GUTTER FUTURE SIDEWALK SKYVIEW ROAD RN. CO. STD. NO. 102 TYPICAL STREET SECTION N.T.S. T./.= 8.5 R'= 25 STA. 3+46.87 TO STA. 9+75.73 FOR SECTION AREAS AND STATIONING SEE IP No. ''030178 0.33' AC OVER 0.90' AB CL 11 R/W 88' 44' CL 44' i 12' 32' ! 32' 2' 6' 6' i 1/4" PER FOOT SLOPE FUTURE SLOP -- PROTECTION PER j l L SKYVIEW LEVEE PLANS - FUTURE SIDEWALK A.C. PAVEM 2.OXi 1 2.0% _ �� AGGREGATE BASE FUTURE CURB PROP AND GUTTER AND 1 SKYVIEW ROAD RIV. CO. STD. NO. 102 TYPICAL STREET SECTIC N.T.S. T.I.=8.5 R=25 I.P. NO. 05011 6, I 1/4" PER 2 FOOT SLOPE ' -"ems n MEANDERING? SIDEWALK PER LANDSCAPE PLANS 12-, ' 6' 6' I2' 1/4" PER FOOT SLOPE � PROP. SLOPE • PROTECTION PER } SKYVIEW LEVEE PLANS PROP. SIDEWALK RIV, CO. STD. NO. 102 TYPICAL STREET SECTIONS N.T.S. T.I.=8.5 R=25 STA. 11+49.48 TO STA. 11+69.81 FOR SECTION AREAS AND STATIONING SEE IP No. 030178 0.33' AC OVER 0.90' AB £L II R/W 88' R/W _ 44' rl 44' 12' 32' � 32' 12' i I FG PER 6' 6' PLAN 1/4" PER FO " OT SLOPER PE \f` 6 6 FG PE 2 FOOT SLOPE I A.C. PAVEMENT PLAN 1 2.0% 2.0% VARIES AGGREGATE BASE AND GUTTERRB AN© Gt�R FUTURE SIDEWALK PROP. SIDEWALK SKYVIEW ROAD RIV. CO. STD. NO. 102 ASO TYPICAL STREET SECTIONS • N.T.S. T.I.=8.5 R=25 STA. 13+62.57 TO STA. 14+15.98 FOR SECTION AREAS AND STATIONING SEE IP No. 030178 0.33' AC OVER 0.90' AB CL II Stantec Consulting, Inc. BM 1419 NGS PID DX 1516, NGVD 29, ELEVATION 1419.95 277 Rancheros Drive Suite 300 QROfESS/0 BENCHMARK D . RlPTON San Marcos, CA 92069 ���0 �CQG �c^ 4" BRASS USGS SURVEY STANDARD CAP STAMPED 1419 SEA AND SET ON TOP OF A 4" IRON PIPE =' K B451S OF BEARINGS Tel. (760) 891-3200 " No. 60051 '' m w m CENTERLINE OF WINCHESTER ROAD AS SHOWN ON PARCEL Fax. (760) 891-3201 a Exp. 6/30J08 MAP NO. 30239 RECORDED JUNE 13, 2002 IN GOOD 202 A * OF PARCEL MAPS AT PG. 5-6, DOC. NO. 2002-322460, www.stantec.com CIVIL RIVERSIDE COUNTY RECORDS. I.E. N35'35'09"E CAL1N i SCALE: 6A751 D1°. 6-31}-w VA 7F HOR: AS S1401MJ VOT: AS SHOWN FOR: CIMMY • a • !AACt ® 32049 6 CONSMcnON NOTM SECTIOW MAU STA. 11+69.81 TO STA. 13+09.02 FOR SECTION AREAS AND STATIONING SEE IP No. 030178 0.33' AC OVER 0.90' AB CL 11 R/W 88' R/W 44' rt 44' i 12' 32' 32' ''' 12' :0' - 20' ) 0 ( 2' 6' 6' I 6 ' 6' _ i �` -� �' i PROP. HEADWALL PER " 1/4 PER A.C. PAVEMENT 1/4" PER CULVERT IMPROVEMENT FOOT SLOPE 2.O% 2,pag FOOT SLOPE I 2.0% ' AND STRUCTURAL PLANS FUTURE SLOPE-- PROTECTION PER ,^T, -- '• SKYVIEW LEVEE PLANS �''� '- \ AGGREGATE BASE B AN GUT 10EOR AND GARB" PROP. SIDEWALK FUTURE SIDEWALK SKYVIEW ROAD RIV, CO. STD. NO. 102 TYPICAL STREET SECTIONS N.T.S. T.I.=8.5 R=25 STA. 11+49.48 TO STA. 11+69.81 FOR SECTION AREAS AND STATIONING SEE IP No. 030178 0.33' AC OVER 0.90' AB £L II R/W 88' R/W _ 44' rl 44' 12' 32' � 32' 12' i I FG PER 6' 6' PLAN 1/4" PER FO " OT SLOPER PE \f` 6 6 FG PE 2 FOOT SLOPE I A.C. PAVEMENT PLAN 1 2.0% 2.0% VARIES AGGREGATE BASE AND GUTTERRB AN© Gt�R FUTURE SIDEWALK PROP. SIDEWALK SKYVIEW ROAD RIV. CO. STD. NO. 102 ASO TYPICAL STREET SECTIONS • N.T.S. T.I.=8.5 R=25 STA. 13+62.57 TO STA. 14+15.98 FOR SECTION AREAS AND STATIONING SEE IP No. 030178 0.33' AC OVER 0.90' AB CL II Stantec Consulting, Inc. BM 1419 NGS PID DX 1516, NGVD 29, ELEVATION 1419.95 277 Rancheros Drive Suite 300 QROfESS/0 BENCHMARK D . RlPTON San Marcos, CA 92069 ���0 �CQG �c^ 4" BRASS USGS SURVEY STANDARD CAP STAMPED 1419 SEA AND SET ON TOP OF A 4" IRON PIPE =' K B451S OF BEARINGS Tel. (760) 891-3200 " No. 60051 '' m w m CENTERLINE OF WINCHESTER ROAD AS SHOWN ON PARCEL Fax. (760) 891-3201 a Exp. 6/30J08 MAP NO. 30239 RECORDED JUNE 13, 2002 IN GOOD 202 A * OF PARCEL MAPS AT PG. 5-6, DOC. NO. 2002-322460, www.stantec.com CIVIL RIVERSIDE COUNTY RECORDS. I.E. N35'35'09"E CAL1N i SCALE: 6A751 D1°. 6-31}-w VA 7F HOR: AS S1401MJ VOT: AS SHOWN FOR: CIMMY • a • !AACt ® 32049 6 CONSMcnON NOTM SECTIOW MAU PROP FUT R RIW FEATHER OVERLAY PER TRACT 3.2049 184' 10 010 MIN THK I 92' 92' I EX EX ' R/W RI'W 42' 50' 50' 42' I I 55' 52.5' MAX i 4.5VARIES VARIES 8' 11.5'MAX' 39' MAX SHOULDER I 25 6 I 77JA SAWCUT CORRIDOR IUQJ ISI/ VARIES ( [•�/ \ 2, 0zOb'1.9621 TO 3.51�t//%/ 1 �fi \(77 �(\ - FUT MEAN % \ \\\\%i\\\\ \i \!\i\ \✓`\ii\\\ i\y \ \\/\ ��'% SIDEWALK PER TRACTFUT C&G FUT AC/ AB EX AC/A / PROP 0. 02 31330 0.67 AB (CLASS 0.67' AC BERM PER CALTRANS SS 2)) STANDARD PLAN A87, TYPE A (HIGH DIKE) WINCHESTER ROAD (SR- 79) TYPICAL SECTION FROM STA 362+83.79 712 366+12.01 FOR SECTION LOCATIONS AND STATIONING SEE MS 4040, IP No. 050126 (STD 100A, T.I.=9.0, R=45) NOT TO SCALE PROP FUT R/W R/W PER TRACT 32049 184' i 92' 92' I 14' MANSPORTARON EX EX EASEMENT TO THE 42' RIW 50' 50' R42' ( COUNTY OF RIVERSIDE MIN PER TRACT 32049 I " I 55' S5' I 12.5' 6' I I. 4.5' 14'1 25' 6' S� AWCUT I 8' I "� ANSPORTAIT i CL I 20% MAX \\i W �W I CORRIDOR CROSS SLOE ( 1.9221 RIES 'X 2.0% . O fiTO 2.55:8'1 \ \ \moi\i\\ ✓ /%� �i \i,\i \ i i \ i \� ( SIDEWALK EX AC/AB PER IRA CTFUT C&G FUT -/AB 31330 PROP 0.50' AC OVER PROP "A-8" C&G PROP MEANDERING 0.67' AB (CLASS 2) SIDEWALK PER TENTATIVE TRACT 32049 WINCHES TER ROAD (SR- 79) JOiNTRENCH UnUn£s TYPICAL SECTION FROM STA 366+12.01 TO 379+95.01 FOR SEC7701V LOCATIONS AND STATIONING SEE MS 4040, IP No. 050126 (STD 100A, T.1.=9.0, R=45) NOT TO SCALE PROP FUT R/W R/W PER TRACT 32049 184' 92' 92' I EX EX RIW R 42' 50' 50' 42' I I 55' 53' }4 f SHOULDER 25' 6SAWCUT '"r AR NSP—ORTA77 I CL CORRIDOR V���f ( .VARIES2Z r0 3.028572.0XI 77 �\ SIDEWALK \\��77\ \ SIDEWALK FUT MEANDFUT �/ \/£JC �Si Rltx6l=aINEERttJGe er^QRr►Y cavi QiI�, i CAR( C lit® IQW1'+ AVENt1E,CiLc IOD AC/AB PR PER TRACT FUT AC AB OP 0.50' AC OVER C&G 31330 p �Qp 01 i e ING62Fbel 0.67' AB (CLASS 2) 0.67' AC BERM PER CALTRANS SIANDARD LAN A87, TYPE A 6 (NIGH DIKE) /63285 Exp, �II:N� � ��,��,L� D WINCHESTER ROAD (SR- 79) CII` NOIZ.• NO MEDIAN W7LL BE CONSTRUCTED ON °4 TYPICAL SECTION ��,���;� , � WINCHESTER ROAD. DEVELOPER HAS OPTED TO FROM STA 381+29.01 TO 397+09.01 ENTER 1100 A "CASH-IN-LIEU" OF CONS7RUC770N �+ s ;� FOR SEC77ON LOCATIONS AND STA770NING SEE MS 4040, IP No. 050126 +�N( AGREEMENT WITH THE COUNTY OF RIVERSIDE. 4� r (STD 100A, T.1.=9.0, R=45) ,•� %�. NOT TO SCALE IP 055 BCS 050M Af�rr SEAL—COUNTY COUNTY OF RIVERSIDE RJP Stantec Consul in , Inc. BENCHMARK DAU& AND ELEVA >v BM 1419 NGS PID DX 1516, NGVD 29, ELEVATION 1419.95 �w �# � V+Vi+�l`�1 i OF �E SHEET NO .L]3di.4e WORK CONTAINED WITHIN THESE PLANS SHALL -NOT tOFESS[pWV TRANSPORTATION DEPARTMENT APPROVED BY: 277 Rancheros Drive Suite 300 FOfESS/ Q �q MA1i+0l� BENCWMARK DESCRIPTION TI�AC:T IVC. UE51GYim BY COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR Eo A • or Stan Marcos, CA 92069 ,� 4" BRASS USGS SURVEY STANDARD CAP STAMPED 1419 SEA AND SET ON TOP OF A 4" IRON PIPE 4 GRADING PERMIT HAS BEEN ISSUED. BEEN P yam h • r �'�+ �= BASIS OF &EARiNcs , r z No. 33950 / / <(� A ` RJP Tel. (760) 891-3200 FO%. 760 891-3201 ( ) NO 6CID51 m °� � of iJl� ' CENTERLINE OF WINCHESTER ROAD AS SHOWN ON PARCEL MAP NO. 30239 RECORDED JUNE 13, 2002 IN BO00 202 �+T5� THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE LRAMVBY 17 FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 06-30-08 ! A. © VA*D1� www.stantec.com r * 4}� OF PARCEL MAPS AT PG. 5-6, DOC. NO. 2002-322460, UM AND ALS HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL Il CIV IL CIVI\. RIVERSIDE COUNTY RECORDS. I.E. N35'35'09"E OF . OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. 9TF OF GAL�� < LAI D BY DALE LNE t o OF CAL DATE BY APPR. DAZE REVISIONS SCALE: COUNTY em A BY ENGINEER COUNTY a4w E; T' RLLr WWI € 6 31J 4 Ai7F HOR: AS SHOWN VERT: AS SHOWN FOR: W.O. FILE NO. NOM SEE SHEET 14 FOR SUMP BLOCKAGE EMERGENCY OVERFLOW LOT LINE 6' CHAIN LINK FEN 36 36" STORM - DRAIN '0' SEE SHEET 17 14 11+00 12f00 13+00 14f00 PROFILE - MARABELLA COURT J "-STORM TORM- D E SHEETS E 13 CT 15+00 a25' AC/058' C.A.B. CLASS 11 NiV Gv^5 ®ATA -rA*j-e ��o MAJpQG N®. 48 y =2 S RADiv Lrc 8.''w TANfiEMr 4.20' REMARIG� TANGENT cc ' 6/30/06 REMARKS CROSS GUTTER PER RC7D STD 209 & 209A 1 N64'43'430E - 33.56 - .. 111111110 "D" :ai 2 216 2.2Y 1.120 A- 6" n�H"43+ A-6 CURB 3 A. - (o C-oa0 5.00 6.53 3.82 6" F A-6 54 90*00W 5.00` 1.65 5600' - 6" TYPE A-6 CURB 5 X4.00'47" 236.00 16.53 8.27 6" TYPE A-6 CURB 6 EMS 5.00 7.96 5.11 6" TYPE A-6 CURB 7 N3031'29"W 14.95 6" TYPE A-6 CURB 8 A=11'08'43" 216.00 42.02 21.07 6" TYPE "D" CURB 9 N41 40'12"W - 14.91 - 6" TYPE A-6 CURB 10 4=96'12'27" 5.00 8.40 5.57 6" TYPE A-6 CURB 11 1 N3603'18"E - 41.02 - 6" TYPE A-6 CURB 12 d=90'00'00" 5.00 7.85 5.00 6" TYPE A-6 CURB 13 N53 56'4 "W - 15.00 - 6" TYPE A-6 CURB 14 N3603'18"E - 42.00 - 6" TYPE "D" CURB 15 9 - 14.52 - 6" TYPE A-6 CURB 16 A=10751'20" 5.00 9.41 6.86 NEESE TYPE A-6 CURB 17 N36 03'18"E -PsLkA9 MIME 6" TYPE A-6 CURB 0 lmmmm=mm A 19 A A X A 22 N sop 785 500 X 23 A=44'30'46" 30.00 23.31 12.28 6" TYPE A-6 CURB 24 A--101'32'13" 5.00 8.86 6.12 6" TYPE A-6 CURB 25 1 N5511'52"E - 14.49 N 6" TYPE A-6 CURB 26 A=3422'39" 70.00 42.00 OEM 6" TYPE "D" CURB 11111101111111 N8934'31 "E - 15.23 - 6" TYPE A-6 00 28 a84.47'03" 5.00 IS EMEE 6" TYPE A-6 CURB mmmm d=61 4655" 50.00 53.91 29.91 6" M Ems CURB 30 d=84 47'03" 5.00 7.40 4.56 6" TYPE A-6 CURB 31 N18'12'39"W - 15.23 - 6" TYPE A-6 CURB 32 1 d=1127'33" 70.00 14.00 7.02 6" TYPE "D" CURB 33 N06 45'06"W - 15.23 - 6" TYPE A-6 CURB oil d=84'47'03" 5.00 7.40 4.56 6" TYPE A-6 CURB 35 p=4615'20" 50.00 40.37 21.36 6" TYPE A-6 CURB 36 X9743'14" SM 85.28 57.24 6" SEEMEM A-6 CURB 'r i d=392733" 30.00 20.66 10.76 6" TYPE A-6 CURB 38 N3603'18"E - 237.09 - 4" TYPE "C" ME 39 ©=12 58'55" 264.00 59.82 30.04 4" TYPE "C" CURB 40 p=1200'05" 264.00 55.30 27.75 4" TYPE "C" CURB 41 N64'43'43"E - 80.87 4" TYPE "CO CURB X J A • X • , A A EM A A ..8. 47 N64 43'43*E - 9.54 - 6" TYPE A-6 UR8 im I som�0=00 =7.Mml+I �® 1117 ' 11 l,m 1 MEMEs ME E a' H IN F°MmEl 11 il"IW MEEM hisiNNIMSEMS So ME 11111I 1. 11 0,71 i!: SS #moiMIME ''� 9 jQi:� g!'SEE •9 "i�Fe 4i�i:Ltli9� ki�� 1� 0 SEW! _A EMISSION 0 11111 kl@!2=22111111144 i Ira 1 i A. �i-€� _MM AII r �IjsP p i �4' i ®.�.--_®r�� -loop-ilimm .. mom �' MIA1 SEME w► ® AIME sr �, � -° � e1' 11::11 M ON ME so MEN No TIME SERN MEN 0 M NEEMEMEM yI IBM? EMEM III 1 1�c4_ .�. 4_ . s q�X 'o 1, ,A' mmommagirmommompm I�AYY,�AXI. WF YX�V • JBWi�I,r�IXil•�YYYr� �X Y'.ti.1 �_. "���YV �� l��?♦®�®�� i�A�1®� �1l� ® ��I M. ����i� `m �H� ��:�d.?fl ®���Qa"�{a:��14'�!®�)��9:a7® ._ �® i��ll3 dm'd � �i ��?�?� � NOM SEE SHEET 14 FOR SUMP BLOCKAGE EMERGENCY OVERFLOW LOT LINE 6' CHAIN LINK FEN 36 36" STORM - DRAIN '0' SEE SHEET 17 14 11+00 12f00 13+00 14f00 PROFILE - MARABELLA COURT J "-STORM TORM- D E SHEETS E 13 CT 15+00 15-t••Z°I • ST14+75.5 MARABELLA CT- -m 1343.4*4 STA'' #ZTl D DRIVE 'E' 1383.09 51 TRANS1noN / _d �kT! /-iti.,. All-fJ! u■ y v �Uv V- ry 31 4 SEE fIDJ. S EET _ r � a ,O ; p FOR Jfl-GU 3 'J 2 10 *$6. 80% BCR C' Q=1.50 CFS 10- 0t 1360.61) 10+15.1.0 EG - - ��FT Ql0 2.28 CFS 3284 ` Q7gEET vi 1w �0 CAR(0 1. ALL HORIZONTAL ANO vERITCAI STORM DRA �®+>,1�►•ta ECR Q� FFS�',�ETB ,C`, ` .--GUi1�R. J� INFORMA770N /S LOCATED ON SHEETS 14-17 �v¢ f� r Ne. C 63285 1"CA N EXIST. p r 2. DUE TO RELATIVELY FLAT STREET GRADES, A 50' VER77CA y4 �y.�,Qy,� �.R tS �%/F,f `;--� 8f �� Exp 6/30/2016 � 50 VERTICAL CURVE WAS SELECTED TO AVO/D CREATING LOW `C`r " TTS C10L R SP07S IN THE ROAD THAT WOULD NOT DRAIN PROPERLY� cMAac�EXtSpaT���E��1-'_Fa�� J. THE 90' t 5' ANGLE STANDARD FOR INTERSEC77NG STREETS T9 � FCE�IISIOR' C11 L1( -' DOES NOT APPLY TO PRIVATE DEVELOPMENTS WHEN DR/VE ly+ �q �tG lC �NCxtVJ6�1�IN000t)M('At3� AISLES INTERSECT WITH PRIVATE STREETS WHERE REDUCED PLAN - MARABELLA COURT i-I�� tow o, AV�IJule1 5111 CG (o� SPEEDS, LESS THAN OR EQUAL TO 5 MPH, ARE IN EFFECT. t►I�T,�w t>< Revue iD�, CA e►2Sb-t ����` � 3 TG 13(03.1$ Tt ►'•+V3.25 �` C �F1R ® t i L_Iv LE o. (s32SS 14.4.oa SRI Erg. it WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. - --- • ry TG 1343.55�._� MIN PARMWx ALIAS "1O SEAL -COUNTY COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT RJP 9 FESS APPROVED BY: 0al01E'D or FO A• oT YRJP No. 33950 ` CRA Or Exp. 06-30-08 A. © DA X* CIV1�- APPR. DATE �rFOF CALO �- INF REVISIONS COUNTY anaVAEMIM BY DA 7E- afa w 6r pq�gr 10f00 12+00 a25' AC/058' C.A.B. CLASS 11 NiV Gv^5 ®ATA -rA*j-e ��o MAJpQG N®. 48 y =2 S RADiv Lrc 8.''w TANfiEMr 4.20' REMARIG� TANGENT cc ' 6/30/06 REMARKS CROSS GUTTER PER RC7D STD 209 & 209A 1 N64'43'430E - 33.56 - .. TYPE "D" :ai 2 216 2.2Y 1.120 A- 6" n�H"43+ A-6 CURB 3 A. - (o C-oa0 5.00 6.53 3.82 6" TYPE A-6 54 90*00W 5.00` 1.65 5600' - 6" TYPE A-6 CURB 5 X4.00'47" 15-t••Z°I • ST14+75.5 MARABELLA CT- -m 1343.4*4 STA'' #ZTl D DRIVE 'E' 1383.09 51 TRANS1noN / _d �kT! /-iti.,. All-fJ! u■ y v �Uv V- ry 31 4 SEE fIDJ. S EET _ r � a ,O ; p FOR Jfl-GU 3 'J 2 10 *$6. 80% BCR C' Q=1.50 CFS 10- 0t 1360.61) 10+15.1.0 EG - - ��FT Ql0 2.28 CFS 3284 ` Q7gEET vi 1w �0 CAR(0 1. ALL HORIZONTAL ANO vERITCAI STORM DRA �®+>,1�►•ta ECR Q� FFS�',�ETB ,C`, ` .--GUi1�R. J� INFORMA770N /S LOCATED ON SHEETS 14-17 �v¢ f� r Ne. C 63285 1"CA N EXIST. p r 2. DUE TO RELATIVELY FLAT STREET GRADES, A 50' VER77CA y4 �y.�,Qy,� �.R tS �%/F,f `;--� 8f �� Exp 6/30/2016 � 50 VERTICAL CURVE WAS SELECTED TO AVO/D CREATING LOW `C`r " TTS C10L R SP07S IN THE ROAD THAT WOULD NOT DRAIN PROPERLY� cMAac�EXtSpaT���E��1-'_Fa�� J. THE 90' t 5' ANGLE STANDARD FOR INTERSEC77NG STREETS T9 � FCE�IISIOR' C11 L1( -' DOES NOT APPLY TO PRIVATE DEVELOPMENTS WHEN DR/VE ly+ �q �tG lC �NCxtVJ6�1�IN000t)M('At3� AISLES INTERSECT WITH PRIVATE STREETS WHERE REDUCED PLAN - MARABELLA COURT i-I�� tow o, AV�IJule1 5111 CG (o� SPEEDS, LESS THAN OR EQUAL TO 5 MPH, ARE IN EFFECT. t►I�T,�w t>< Revue iD�, CA e►2Sb-t ����` � 3 TG 13(03.1$ Tt ►'•+V3.25 �` C �F1R ® t i L_Iv LE o. (s32SS 14.4.oa SRI Erg. it WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. - --- • ry TG 1343.55�._� MIN PARMWx ALIAS "1O SEAL -COUNTY COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT RJP 9 FESS APPROVED BY: 0al01E'D or FO A• oT YRJP No. 33950 ` CRA Or Exp. 06-30-08 A. © DA X* CIV1�- APPR. DATE �rFOF CALO �- INF REVISIONS COUNTY anaVAEMIM BY DA 7E- afa w 6r pq�gr 10f00 12+00 Stantec Consulting, Inc. a25' AC/058' C.A.B. CLASS 11 CURB DATA TABLE Son Marcos, CA 92069 ��o MAJpQG y =2 S N0. DELTA BEARING RADIUS LENGTH TANGENT cc ' 6/30/06 REMARKS CROSS GUTTER PER RC7D STD 209 & 209A 1 N64'43'430E - 33.56 - 6" TYPE "D" CURB 2 N55'16'17"W - 8.28 - 6" TYPE A-6 CURB 3 A=74'48'41" 5.00 6.53 3.82 6" TYPE A-6 CURB 4 N64 43'43"E - 38.77 - 6" TYPE A-6 CURB 5 X4.00'47" 236.00 16.53 8.27 6" TYPE A-6 CURB 6 A=91'14'25" 5.00 7.96 5.11 6" TYPE A-6 CURB 7 N3031'29"W 14.95 6" TYPE A-6 CURB 8 A=11'08'43" 216.00 42.02 21.07 6" TYPE "D" CURB 9 N41 40'12"W - 14.91 - 6" TYPE A-6 CURB 10 4=96'12'27" 5.00 8.40 5.57 6" TYPE A-6 CURB 11 1 N3603'18"E - 41.02 - 6" TYPE A-6 CURB 12 d=90'00'00" 5.00 7.85 5.00 6" TYPE A-6 CURB 13 N53 56'4 "W - 15.00 - 6" TYPE A-6 CURB 14 N3603'18"E - 42.00 - 6" TYPE "D" CURB 15 N53 5642"W - 14.52 - 6" TYPE A-6 CURB 16 A=10751'20" 5.00 9.41 6.86 6" TYPE A-6 CURB 17 N36 03'18"E -PsLkA9 6" TYPE A-6 CURB A A 19 A A X A 22 N sop 785 500 X 23 A=44'30'46" 30.00 23.31 12.28 6" TYPE A-6 CURB 24 A--101'32'13" 5.00 8.86 6.12 6" TYPE A-6 CURB 25 1 N5511'52"E - 14.49 - 6" TYPE A-6 CURB 26 A=3422'39" 70.00 42.00 21.65 6" TYPE "D" CURB 27 N8934'31 "E - 15.23 - 6" TYPE A-6 CURB 28 a84.47'03" 5.00 7.40 4.56 6" TYPE A-6 CURB 29 d=61 4655" 50.00 53.91 29.91 6" TYPE A-6 CURB 30 d=84 47'03" 5.00 7.40 4.56 6" TYPE A-6 CURB 31 N18'12'39"W - 15.23 - 6" TYPE A-6 CURB 32 1 d=1127'33" 70.00 14.00 7.02 6" TYPE "D" CURB 33 N06 45'06"W - 15.23 - 6" TYPE A-6 CURB 34 d=84'47'03" 5.00 7.40 4.56 6" TYPE A-6 CURB 35 p=4615'20" 50.00 40.37 21.36 6" TYPE A-6 CURB 36 X9743'14" 50.00 85.28 57.24 6" TYPE A-6 CURB 37 d=392733" 30.00 20.66 10.76 6" TYPE A-6 CURB 38 N3603'18"E - 237.09 - 4" TYPE "C" CURB 39 ©=12 58'55" 264.00 59.82 30.04 4" TYPE "C" CURB 40 p=1200'05" 264.00 55.30 27.75 4" TYPE "C" CURB 41 N64'43'43"E - 80.87 4" TYPE "CO CURB X J A • X • , A A A A ..8. 47 N64 43'43*E - 9.54 - 6" TYPE A-6 UR8 Stantec Consulting, Inc. a25' AC/058' C.A.B. CLASS 11 277 Rancheros Drive Suite 300 QRflfEsstp� Son Marcos, CA 92069 ��o MAJpQG y =2 S 5 FOR THE PR/VA 7E STREETS WITHIN THIS DEVELOPMENT! AND =' Tel. (760) 891-3200 "� No. 60051 Fax. (760) 891-3201 cc ' 6/30/06 5O CROSS GUTTER PER RC7D STD 209 & 209A www.stantec.com dj� Civil- 10 4" CONCRETE SIDEWALK PER GRADING/ LANDSCAPING -? -I A CALtF w4EAvr- RLQ 6(X!51 EXP. 8-30-09 DAZE CONSTRUCT GUTTER DEPRESSION PER RCTD S7D 311 "V�EML} SFAW F 13+00 CONSTRUCTION h O a25' AC/058' C.A.B. CLASS 11 ® TYPE "A-6" CURB PER RC7D STD 200 30 TYPE "C" CURB PER RC7D STD 202 ROLLED CURB WAS A SELECTED OP7701V BY THE DEVELOPEh; 5 FOR THE PR/VA 7E STREETS WITHIN THIS DEVELOPMENT! AND ARE APPROVED BY TRANSPORi417701V O4 TYPE "D" CURB (6" CURB FACE) PER RC7D 57D 204 5O CROSS GUTTER PER RC7D STD 209 & 209A © CURB 7RANS177ON PER RC7D SID 211 10 4" CONCRETE SIDEWALK PER GRADING/ LANDSCAPING PLANS 13 CONSTRUCT GUTTER DEPRESSION PER RCTD S7D 311 CURB INLET CATCH BASIN PER RC7D S7D 300 © RIBBON GUTTER SEE DETAIL 6, SHEET 2 AO COVSTRUCT CURB RAMP "A" PER DETAIL ON SHT 2 © CONSTRUCT CURB RAMP "B" PER DETAIL ON SHT 2 © CONSTRUCT CURB RAMP "C" PER DETAIL ON SHT 2 Q cava TER DETAIL ON SHT 2 5i! REMOVE EX15T1111Ki AL P v MlrhT REMOVEEXIST106r QUAS 4CsUTfF.�i"` m C 70 NOTE DESCRIP77ON SYMBOL til CONSTRUCT 0.25' AC OVER 0..58' C.A.B. CLASS II (PRIVATE S7REET) , 0 BENCHMARK DATUM AND ELEVATION BM 1419 NGS PID DX 1516, NGVD 29, ELEVATION 1419.95 4" BRASS USGS SURVEY STANDARD CAP STAMPED 1419 SEA AND SET ON TOP OF A 4" IRON PIPE BASIS OF BEARINGS CENTERLINE OF WINCHESTER ROAD AS SHOWN ON PARCEL MAP NO. 30239 RECORDED JUNE 13, 2002 IN BOOR 202 OF PARCEL MAPS AT PG. 5-6, DOC. NO. 2002-322460, RIVERSIDE COUNTY RECORDS. I.E. N35.35'09"E SCALE: HOR: AS SHOWN VERT: AS SHOWN SCq ( 1N FEET ) IP 05w 1 inch = 40 ft BW 050M COUNTY OF RIVER M SHEET NO. TRACT No. 32049 5 MARABELLA COURT STA 10+00.00 - STA 15+44.44 17 SHTS. FOR: W.O. �/OF COUNTY q 4i'�`) �' FILE NO. �` 15f00 1364.00 w10=I.Zl cry Q OtT 1.88 CFS CS 3245 4 v �V 3 'Ss VSTA 16 30 Q STA OC 1364.. ' NO WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. ME 16+00 �N 1t Q10_ 1.21 CFS Q f 1.85 CFS 17+00 STORM DRAIN LINE "B" ^ SEE SHEET 17 O IRP' ET � TPMSNE Iml� Mal m NIMEMERIE121 184-00 194-00 204-00 PROFILE. MARABELLA CT 0 k. f^ P SEE STORM DRAIN LINE "A" 1i SEE SHEET 15 �J STA 18+04.17 MARABELLA CT= Q W �3 4G pQ STA 10+00.00 DRIVE 'G' (� T✓ T3 1365.06 J STA 15+51 1366.06 5 ECR 5.73 18+31.05 ECR DRI VE /F/ ��TT 3254 PpI TC=1365.32 G py B r �i VE -G, SEE SHEET 9 SEE Syes" 10 c± i 1 s5 2CR µ STA 19+56.92 MARABELLA CT= ' STA 10+00.00 DRIVE 'H' 19+31.45 ECR Q10=0.99 CFS ', 1366.04 TC=1365.92 QI p�j 1.51 CFS STA 204-88.14 MARABELLA CT= STA 110+00.00 DR/VE 7' NOTE- �R��3226 X368.70 / l 1. ALL HORIZONTAL AND VER77CAL STORM DRAIN INFORMA ON S LOCATED ON SHEETS 14-17 SEEsy 7/1DRQ SHEET 12 2. DUE TO RELA77VELY FLAT STREET GRADES, A 50 VER77CAL ! 7Q SEEfqr 50' VER77CAL CURVE WAS SELECTED TO AVOID CREATING LOWIp SPOTS IN THE ROAD THAT WOULD NOT DRAIN PROPERLY J. THE 90' t 5' ANGLE STANDARD FOR INTERSECTING STREETS PLANMARABELLA CT Zz"!JE DOES NOT APPLY TO PRIVATE DEVELOPMENTS WHEN DRIVE . AISLES INTERSECT WITH PRIVATE STREETS WHERE REDUCED SPEEDS, LESS THAN OR EQUAL TO 5 MPH, ARE IN EFFECT. 4. SEE ADJACENT STREETS FOR CROSS GUTTER FLOW LINE ELEVATION 21f00 22f00 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. WMI APPR. I DATE COUNTY r� SEAL -COUNTY MWME WAAL1%.II HOW. r -W yer-1m-4' CURB DATA TABLE 0=00=1 NO. DELTA EARING RADIUS LENGTH TANGENT REMARK NO, DELTA BEARING RADIUS LENGTH TANGENT REMARK ), " R X9025'23" 25.00 39.45 25.19 6" TYPE INN CURB �a: J:fi(.U- 499WEV1511®iYfGi 2 N5025'43"E - ® - 6" 'TYPE A-6 CURB 47 N5025'43"E - 36.01 - 6" TYPE A-6 CURB ! 7 { " ! 4.80 6" TYPE A-6 CURB 48 A--412435" 10.00 7.23 3.78 6" TYPE A-6 CURB 4 agg 41'43" 38.00 66.12 m -' 6" TYPE A-6 m 39.85 6" TYPE A-6 CURB 5 4=11707'10" 5.00 10.22 8.18 6" TYPE A-6 CURB 50 eF 10.00 8.96 MEME 6 S50 2543"W - 3.45 m 6 TYPE A-6 m 51 N50 2543"E - 2.07 m 7 d=90'00'00" 5.00 mmmmm 5.00 6� TYPE A-6 CURB 52 A--913 '25" 25.00 39.95 25.69 6" TYPE A-6 CURB 8 N39 34'17"W - 15.00 - 6 TYPE A-6 CURB mmommi 9 N50'2543"E - 56.36 - TYPE "D" "D" CURB CONSTRUCTION NOTES 10 X551'06" 134.00 13.69 6.85 6" TYPE CURB 2 11 N33'43'11 "W - 15.11 - 8"' TYPE A-6 '. 'i/d1iGi. SY/oliilti� 12 li® 5.00 7.64 4.79 6" TYPE A-6 �, O1 0.25' AC/0.58' C.A.B. CLASS Il 13 N502543"E - 6.00 - - TYPE A-6 CURB "A-6" 14 a=6027'08" 5.00 5.28 .. 6" TYPE A-6 CURB ® TYPE CURB PER RCTD STD 200 15 N18'16'11 "E - 8.66 - 6" TYPE A-6 CURB ® TYPE "D" CURB (6" CURB FACE) PER RCTD STD 204 16 N78'16'11 "E - 83.00 - 6" TYPE "D" CURB 17 N4143'49"W - 8.66 - 6" TYPE A-6 CURB 5O CROSS GUTTER PER RC7D STD 209 & 209A 18 d=602708" 5.00 5.28 2.91 6" TYPE A-6 CURB 19 x14949" 186.00 5.94 2.97 6" TYPE A-6 CURB 10 4" CONCRETE SIDEWALK PER GRADING/ LANDSCAPING yIEEE 20 d=62 42'20" 5.00 5.47 3.05 gE( i ! TYPE a CURB 21 �i - 8.43 - 6" TYPE A-6 CURB 13 CONSTRUCT GUTTER DEPRESS/ON PER RCTD STD 311 22 Q=12'04'28" 176.00 37.09 g E-• �_ FMMIN,,., TYPE "D" {p;R ,,+��ry{/g�4 iiyA� • i- " - 'Y ® 6" TYPE "D" CURB 0 CURS INLET CATCH BASIN PER RCTD STD 300 24 rmmm MEE 8.66 - 6" TYPE A-6 CURB © RIBBON GUTTER SEE DETAIL ME 25 d=60'00'00" 5.00 5.24 2.89 6" TYPE A-6 CURB "A" 26 S60 39'59"W - 5.31 - 6" TYPE A-6 CURB O CONSTRUCT CURB RAMP PER DETAIL ON SHT 2 27 N603959"E - 2.47 - 6" TYPE A-6 CURB © CONSTRUCT CURB RAMP "B" PER DETAIL ON SHT 2 28 x60'00'00" E i 5.24 2.89 6" TYPE A-6 CURB © 'co 29 _ „y - NEI - 6" TYPE "' .',�w w'�iiw.:we ! !! i/! CURB CONSTRUCT CURB RAMP PER DETAIL ON SHT 2 30 N603959"E ii 33.56 Yg ([1`momm as 0® TYPE "D" CURB Q CONSTRUCT CURB RAMP "D" PER DETAIL ON SHT 2 31 d=4 03'44" 224.00 15.88 7.94 6" TYPE "D" 9 ' A-403'44" .. -. i [9. 'g ' NJ �.- TYPE A-6 CURB a S60 3959"W - OEM - 6" TYPE A-6 CURB 0 34 eF .i 6.00 - 6" TYPE A-6 CURB 35 x9000'00" 5.00 7.85 5.00 6" TYPE A-6 CURB 36 N29 20'01 "W - 15.00 - 6" TYPE A-6 CURB 37 S60 39'59"W - 15.03 - 6" TYPE "D" CURB CONSTRUCTION �... X44840" 234.00 19.65 9.83 TYPE o mum CURB NOTE # DESCRIPTION i 39 _"'. e/IYa�[ - 15.06 - 6" TYPE a CURB 40 d=88'41'30" 5.00 7.74 4.89 6" TYPE A-6 CURB O1 CONSTRUCT 0.25' AC ODER 0.58' C.A.B. -.-. a 1129'02" ' ®, 21.52 6" TYPE A-6 CURB GLASS /1 (PRIVATE STREET) "" `� J9C Q GAR( F 42 N7816'11 "E - 130.03 - 6" TYPE A-6 CURB ""�� o� ' 43 N5025'43"E - 14.18 - 6" TYPE A-6 CURB �p�QA�Y �E 44 D=28'41'50" 1500 751 384 6" TIFF A-6 CURB 1�iy�lg Rr!£U-VE E No 0632b5 � A^� • limism _..._ sar ai _ on 0--- Sol .• � ,Y �cm`a i i � m =E MEE IN iti _ `�Y ME ommossom M mom �... won MENMEMEMEMEM f! OEM dT mom 10NI111111111MMMQiii�'i .® m !'!ME MMEMMEMEM NEMEMEN mmm, immmmoll ME IN EN I Mm- ��mmom mom ME mmmmr."'�IILsiYa:! ,15LV2 ¢may -- ! NEON M M INN El 0 -EISEN _ ..� �r.,:.,v°�jp�plY." i6 - IS Eff. mo, 2 "I Ir / ': m #0 on on NMI= I Ems m M9 i _. E�����® 004 15f00 1364.00 w10=I.Zl cry Q OtT 1.88 CFS CS 3245 4 v �V 3 'Ss VSTA 16 30 Q STA OC 1364.. ' NO WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. ME 16+00 �N 1t Q10_ 1.21 CFS Q f 1.85 CFS 17+00 STORM DRAIN LINE "B" ^ SEE SHEET 17 O IRP' ET � TPMSNE Iml� Mal m NIMEMERIE121 184-00 194-00 204-00 PROFILE. MARABELLA CT 0 k. f^ P SEE STORM DRAIN LINE "A" 1i SEE SHEET 15 �J STA 18+04.17 MARABELLA CT= Q W �3 4G pQ STA 10+00.00 DRIVE 'G' (� T✓ T3 1365.06 J STA 15+51 1366.06 5 ECR 5.73 18+31.05 ECR DRI VE /F/ ��TT 3254 PpI TC=1365.32 G py B r �i VE -G, SEE SHEET 9 SEE Syes" 10 c± i 1 s5 2CR µ STA 19+56.92 MARABELLA CT= ' STA 10+00.00 DRIVE 'H' 19+31.45 ECR Q10=0.99 CFS ', 1366.04 TC=1365.92 QI p�j 1.51 CFS STA 204-88.14 MARABELLA CT= STA 110+00.00 DR/VE 7' NOTE- �R��3226 X368.70 / l 1. ALL HORIZONTAL AND VER77CAL STORM DRAIN INFORMA ON S LOCATED ON SHEETS 14-17 SEEsy 7/1DRQ SHEET 12 2. DUE TO RELA77VELY FLAT STREET GRADES, A 50 VER77CAL ! 7Q SEEfqr 50' VER77CAL CURVE WAS SELECTED TO AVOID CREATING LOWIp SPOTS IN THE ROAD THAT WOULD NOT DRAIN PROPERLY J. THE 90' t 5' ANGLE STANDARD FOR INTERSECTING STREETS PLANMARABELLA CT Zz"!JE DOES NOT APPLY TO PRIVATE DEVELOPMENTS WHEN DRIVE . AISLES INTERSECT WITH PRIVATE STREETS WHERE REDUCED SPEEDS, LESS THAN OR EQUAL TO 5 MPH, ARE IN EFFECT. 4. SEE ADJACENT STREETS FOR CROSS GUTTER FLOW LINE ELEVATION 21f00 22f00 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. WMI APPR. I DATE COUNTY r� SEAL -COUNTY MWME WAAL1%.II HOW. r -W yer-1m-4' f��V GrZrtDEi C.Q Ol L5bs1 t% ISO 0 20 40 80 120 160 48 N21'43'53"E - 17.32 - 6" TYPE A-6 CURB ( IN FEET) 1\k woI�� ®Nh1V( N 0��v ®' G 0"} llrr uv�n IT 1 inch = 40 ft +^n\G 8Q9 n5/�M COUNTY OF RIVERSIDE BENCHMARK DATUM AND ELEVAAON SHEET NO. TRANSPORTATION DEPARTMENT RJP Stantec Consulting, Inc. COUNTY OF RNERE APPROVED BY: LLstA1ED Or 277 Rancheros Drive Suite 300 a TRACT No. 32049 San Marcos, CA 92069 ��`� 6 RJP Tel. (760) 891-3200 W Fax. (760) 891-3201 1700 Attp /o ` !®C lnv lir MARABELLA CT 1>0 A. D - DA)E www.stontec.com �yTA 15.144.44 - STA 211.91.40 OF 17 sHTS. I NF AECa A 9V0 BY DAM aEQ� BY OMN E. T � 6Y.Gt91 Dp 6-M-0 DAZE BM 1419 NGS PID DX 1516, NGVD 29, ELEVATION 1419.95 QROPESS/O,yq BENCHMARK DESCRIPTION � • MARPG l � 4" BRASS USGS SURVEY STANDARD CAP STAMPED 1419 SEA AND SET ON TOP OFA 4" IRON PIPE BASIS OF BEARINGS � �1 � � CENTERLINE OF WINCHESTER ROAD AS SHOWN ON PARCEL E 6 � OB MAP N0. 30239 RECORDED JUNE 13, 2002 IN GOOD 202 * OF PARCEL MAPS AT PG. 5-6, DOC. N0. 2002-3224fi0, CfVt� RIVERSIDE COUNTY RECORDS. I.E. Exp.6/'30/2016 /fir EN35'35'09"E OF CA %I SCALE: HOR: AS SHOWN VERT: AS SHOWN FOR: CURB DATA TABLE CURB DATA TABLE CANT. NO. DELTA EARING RADIUS LENGTH TANGENT REMARK NO, DELTA BEARING RADIUS LENGTH TANGENT REMARK 1 X9025'23" 25.00 39.45 25.19 6" TYPE A-6 CURB 46 d=28'41'50" 15.00 7.51 3.84 6" TYPE A-6 CURB 2 N5025'43"E - 2.32 - 6" 'TYPE A-6 CURB 47 N5025'43"E - 36.01 - 6" TYPE A-6 CURB 3 a=51'19'04" 10.00 8.96 4.80 6" TYPE A-6 CURB 48 A--412435" 10.00 7.23 3.78 6" TYPE A-6 CURB 4 agg 41'43" 38.00 66.12 45.04 6" TYPE A-6 CURB 49 d=92'4339" 38.00 61.50 39.85 6" TYPE A-6 CURB 5 4=11707'10" 5.00 10.22 8.18 6" TYPE A-6 CURB 50 eF 10.00 8.96 4.80 6" TYPE A-6 CURB 6 S50 2543"W - 3.45 - 6 TYPE A-6 CURB 51 N50 2543"E - 2.07 - 6" TYPE A-6 CURB 7 d=90'00'00" 5.00 7.85 5.00 6� TYPE A-6 CURB 52 A--913 '25" 25.00 39.95 25.69 6" TYPE A-6 CURB 8 N39 34'17"W - 15.00 - 6 TYPE A-6 CURB 9 N50'2543"E - 56.36 - TYPE "D" "D" CURB CONSTRUCTION NOTES 10 X551'06" 134.00 13.69 6.85 6" TYPE CURB IY�7 (-1 1Y 11 N33'43'11 "W - 15.11 - 8"' TYPE A-6 CURB 12 a=8735'31" 5.00 7.64 4.79 6" TYPE A-6 CURB O1 0.25' AC/0.58' C.A.B. CLASS Il 13 N502543"E - 6.00 - 6" TYPE A-6 CURB "A-6" 14 a=6027'08" 5.00 5.28 2.91 6" TYPE A-6 CURB ® TYPE CURB PER RCTD STD 200 15 N18'16'11 "E - 8.66 - 6" TYPE A-6 CURB ® TYPE "D" CURB (6" CURB FACE) PER RCTD STD 204 16 N78'16'11 "E - 83.00 - 6" TYPE "D" CURB 17 N4143'49"W - 8.66 - 6" TYPE A-6 CURB 5O CROSS GUTTER PER RC7D STD 209 & 209A 18 d=602708" 5.00 5.28 2.91 6" TYPE A-6 CURB 19 x14949" 186.00 5.94 2.97 6" TYPE A-6 CURB 10 4" CONCRETE SIDEWALK PER GRADING/ LANDSCAPING PLANS 20 d=62 42'20" 5.00 5.47 3.05 6" TYPE A-6 CURB 21 N12'4426"E - 8.43 - 6" TYPE A-6 CURB 13 CONSTRUCT GUTTER DEPRESS/ON PER RCTD STD 311 22 Q=12'04'28" 176.00 37.09 18.61 6" TYPE "D" CURS 23 • i- " - 45.95 - 6" TYPE "D" CURB 0 CURS INLET CATCH BASIN PER RCTD STD 300 24 N5920'01 "W - 8.66 - 6" TYPE A-6 CURB © RIBBON GUTTER SEE DETAIL 6, SHEET 2 25 d=60'00'00" 5.00 5.24 2.89 6" TYPE A-6 CURB "A" 26 S60 39'59"W - 5.31 - 6" TYPE A-6 CURB O CONSTRUCT CURB RAMP PER DETAIL ON SHT 2 27 N603959"E - 2.47 - 6" TYPE A-6 CURB © CONSTRUCT CURB RAMP "B" PER DETAIL ON SHT 2 28 x60'00'00" 5.00 5.24 2.89 6" TYPE A-6 CURB © 'co 29 N003959"E - 8.66 - 6" TYPE A-6 CURB CONSTRUCT CURB RAMP PER DETAIL ON SHT 2 30 N603959"E - 33.56 - 6" TYPE "D" CURB Q CONSTRUCT CURB RAMP "D" PER DETAIL ON SHT 2 31 d=4 03'44" 224.00 15.88 7.94 6" TYPE "D" CURB 32 A-403'44" 186.00 13.19 6.60 6" TYPE A-6 CURB 33 S60 3959"W - 6.00 - 6" TYPE A-6 CURB 34 N603959"E - 6.00 - 6" TYPE A-6 CURB 35 x9000'00" 5.00 7.85 5.00 6" TYPE A-6 CURB 36 N29 20'01 "W - 15.00 - 6" TYPE A-6 CURB 37 S60 39'59"W - 15.03 - 6" TYPE "D" CURB CONSTRUCTION 38 X44840" 234.00 19.65 9.83 6" TYPE A-6 CURB NOTE # DESCRIPTION SYMBOL 39 N24 -31'21"W - 15.06 - 6" TYPE A-6 CURB 40 d=88'41'30" 5.00 7.74 4.89 6" TYPE A-6 CURB O1 CONSTRUCT 0.25' AC ODER 0.58' C.A.B. 41 a 1129'02" 214.00 42.89 21.52 6" TYPE A-6 CURB GLASS /1 (PRIVATE STREET) "" `� J9C Q GAR( F 42 N7816'11 "E - 130.03 - 6" TYPE A-6 CURB ""�� o� ' 43 N5025'43"E - 14.18 - 6" TYPE A-6 CURB �p�QA�Y �E 44 D=28'41'50" 1500 751 384 6" TIFF A-6 CURB 1�iy�lg Rr!£U-VE E No 0632b5 f��V GrZrtDEi C.Q Ol L5bs1 t% ISO 0 20 40 80 120 160 48 N21'43'53"E - 17.32 - 6" TYPE A-6 CURB ( IN FEET) 1\k woI�� ®Nh1V( N 0��v ®' G 0"} llrr uv�n IT 1 inch = 40 ft +^n\G 8Q9 n5/�M COUNTY OF RIVERSIDE BENCHMARK DATUM AND ELEVAAON SHEET NO. TRANSPORTATION DEPARTMENT RJP Stantec Consulting, Inc. COUNTY OF RNERE APPROVED BY: LLstA1ED Or 277 Rancheros Drive Suite 300 a TRACT No. 32049 San Marcos, CA 92069 ��`� 6 RJP Tel. (760) 891-3200 W Fax. (760) 891-3201 1700 Attp /o ` !®C lnv lir MARABELLA CT 1>0 A. D - DA)E www.stontec.com �yTA 15.144.44 - STA 211.91.40 OF 17 sHTS. I NF AECa A 9V0 BY DAM aEQ� BY OMN E. T � 6Y.Gt91 Dp 6-M-0 DAZE BM 1419 NGS PID DX 1516, NGVD 29, ELEVATION 1419.95 QROPESS/O,yq BENCHMARK DESCRIPTION � • MARPG l � 4" BRASS USGS SURVEY STANDARD CAP STAMPED 1419 SEA AND SET ON TOP OFA 4" IRON PIPE BASIS OF BEARINGS � �1 � � CENTERLINE OF WINCHESTER ROAD AS SHOWN ON PARCEL E 6 � OB MAP N0. 30239 RECORDED JUNE 13, 2002 IN GOOD 202 * OF PARCEL MAPS AT PG. 5-6, DOC. N0. 2002-3224fi0, CfVt� RIVERSIDE COUNTY RECORDS. I.E. Exp.6/'30/2016 /fir EN35'35'09"E OF CA %I SCALE: HOR: AS SHOWN VERT: AS SHOWN FOR: o. CURB DATA TABLE CONL„EG7R C77ON Ol 025' AC/0.58' C.A.B. CLASS Il N07F I VESCRIE77ON SYMBOL !� TYPE "A-6" CURB PER RCTD STD 200 NO. DELTA /BEARING RADIUS LENGTH TANGENT ARE APPROVED BY T ANSPORTA770N REMARK 1 d=10532'40" 15.00 27.63 19.74 6" TYPE A-6 CURB 2 N3824'02"W - 69.25 - 4" TYPE "C" CURB 3 N51 35'58"E - 24.00 - 6" TYPE A-6 CURB 4 N38 24'02"W - 84.27 - ME TYPE "C" CURB 5 d=5636'00" 15.00 14.82 8.08 6" MEMEEMEN A-6 CURB 6 d=10532'40" 15.00 1 27.63 19.74 6" TYPE - sIN r1i CURB 7 N3824'02"W - 1OZ62 - 4" TYPE M CURB 8 N5135'58"E - 24.00 - 6" TYPE A-6 CURB 9 N38 24'02"W - 118.23 m�m� 4" TYPE "C" CURB L-10 d=803123 15.00 21.08 12.70 6" TYPE A-6 CUR MEN Wdim INEME m NEI 0- WIN MEN OEM ME MOM NNIMMEmimm MOM EWE ME ME mma ® " _ ® rNOM� ®moi (� ,a P�i�iai a { a, 4. • ���///���(7m6 x .��yJ ®_ MOMM I MEMME�� ,� �{yaj� eee999������ e m m • ,7 ' fOEM ,Y i. � ; �frE �S �'.ITMEM MOME 6 /i�� � M� r D �® ® iIN MINEE ME ME ME1 w • � � ® )® r. �, 0.1 , ( T� ii � �i s, ME E NES MEQ ionam R NO 11,20 M 0 is ®� MEN MNNNN Mqjwq1MMMMq on 0 NN so � _ � t MAS :� =0 _ 2 .MEMEMEM M 10+00 12+00 SEE e g" o COURT C3 MApB$NCET 5' TRANSIPON 15' RCFC &WCD ACCESS & PUBLIC 7RAIL PER trt� 7 2 S G 3 FINAL MAP No. 32049 C 4 5 ^3� 41, 0 __. TA 11+06.86 FL 1361.80 FS C) 1, 8 1 3 STA IQ±00.00 � 2 q 41 C STA 11+65.28 MARABELLA COURT 1361.23 -1 A r\ 6 5' TRANSITION 10+37.1§1 ECR Z) r\ OUp TC 61.25 E��A G 5 (l MARpE SNEET �,� S1 PLAN- DRIVE 'C' WORKCONTAINEDWITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS 41 1 ( IN FEET ) I inch = 40 ft SEAL -COUNTY 10+00 9+00 12+00 o. CURB DATA TABLE CONL„EG7R C77ON Ol 025' AC/0.58' C.A.B. CLASS Il N07F I VESCRIE77ON SYMBOL !� TYPE "A-6" CURB PER RCTD STD 200 NO. DELTA /BEARING RADIUS LENGTH TANGENT ARE APPROVED BY T ANSPORTA770N REMARK 1 d=10532'40" 15.00 27.63 19.74 6" TYPE A-6 CURB 2 N3824'02"W - 69.25 - 4" TYPE "C" CURB 3 N51 35'58"E - 24.00 - 6" TYPE A-6 CURB 4 N38 24'02"W - 84.27 - 4" TYPE "C" CURB 5 d=5636'00" 15.00 14.82 8.08 6" TYPE A-6 CURB 6 d=10532'40" 15.00 1 27.63 19.74 6" TYPE A-6 CURB 7 N3824'02"W - 1OZ62 - 4" TYPE "C" CURB 8 N5135'58"E - 24.00 - 6" TYPE A-6 CURB 9 N38 24'02"W - 118.23 - 4" TYPE "C" CURB L-10 d=803123 15.00 21.08 12.70 6" TYPE A-6 CUR 41 1 ( IN FEET ) I inch = 40 ft SEAL -COUNTY 10+00 9+00 12+00 o. CONSTRUCTION NOTES CONL„EG7R C77ON Ol 025' AC/0.58' C.A.B. CLASS Il N07F I VESCRIE77ON SYMBOL !� TYPE "A-6" CURB PER RCTD STD 200 O1 CONSTRUCT 0.25' AC OVER 0.58' C.A.B. CLASS If (PRIVATE STREET) O3 TYPE "C" CURB PER RC7D STD 202 ROLLED CURB WAS A SELECTED OPTION BY THE DEVELOPER, FOR THE PRIVATE STREETS W7H/1V 7HIS IEVELOPMENT, AND SPOTS /N THE ROAD 77 -IAT WOULD NOT DRAIN PROPERLY ARE APPROVED BY T ANSPORTA770N O TYPE "D" CURB (6" CURB FACE) PER RC7D STD 204 O CROSS GUTTER PER RCTD SID 209 & 209A 6O CURB TRANS/TION PER RC7D STD 211 10 4" CONCRETE SIDEWALK PER GRADING/ LANDSCAPING PLANS O CONSTRUCT CURB RAMP "A" PER DETAIL ON SHT 2 OB CONSTRUCT CURB RAMP "B" PER DETAIL ON SHT 2 NOTE. 1. ALL HORIZONTAL AND VER77CAL STORM DRAIN INFORMA77ON /S LOCATED ON SHEETS 14-17 MARABELLA COURT o. �o ^�G 2. DUE TO RELA77VELY FLAT STREET GRADES, A 50' VER77CAL STA 11+44.03 50' VER77CAL CURVE WAS SELEC7ED TO AVOID CREA77NG LOW SEE SHEET 5 SPOTS /N THE ROAD 77 -IAT WOULD NOT DRAIN PROPERLY f0+25.80 BCR TC 1 6222 115' � J. THE 90 t 5' ANGLE STANDARD FOR IN7ERSEC77NG STREETS ` ! 5' 7PANSI77ON RCFC &WCD ACCESS QV & PUBLIC TRAIL PER DOES NOT APPLY TO PRIVATE DEVELOPMENTS WHEN DRIVE AISLES INTERSECT WITH PRIVATE S77?EETS WHERE REDUCED SPEEDS, LESS THAN OR EQUAL TO 5 MPH, ARE IN EFFECT. No. C 63235 r Exp: 6/30(2016 toy 1�1'1fg iwJpe wisQui sojmeIto OF C1, e ICA OaSO -1 • SRT RAgELLEETS MA SEE S w • i r•. 81 •tee COUNTY OF RIVERSIDE Stantec Consulting, Inc. TRANSPORTATION DEPARTMENT RJP APPROVED BY: DE azv BY 277 Rancheros Drive Suite 300 San Marcos, CA 92069 RJP Y Tel. (760) 891-3200 / Ct �®G 610110v BY Fax. (760) 891-3201 A7f1LED 07I DATE wwwstonteacom _. � � � � INE �._ �, € � �. tom• I IID BY DA7E pfQ BY mw E.' T RILE 50051 EYP . 6 -3D -a4 DAIS ) FlNA L MAP N 32049 o. �o ^�G STA 11+44.03 1363.05 FS L $ C) cj C) Z RES w} 0 20 Asa 3 i� . BENCHMARK BM 1419 DATUM ANO ELEVATION NGS PID DX 1516, NGVD 29, ELEVATION 1419.95 BENCHMARK DESCRIPTION Q¢OFESS/O �, MA,?, l 4" BRASS USGS SURVEY STANDARD CAP STAMPED 1419 ' SEA AND SET ON TOP OF A 4" IRON PIPE No. 60051 Exp. 6/30/06 BASIS OF BEARINGS CENTERLINE OF WINCHESTER ROAD AS SHOWN ON PARCEL MAP NO. 30239 RECORDED JUNE 13, 2002 IN BODO 202 k OF PARCEL MAPS AT PG. 5-6, DOC. NO. 2002-322460, civil. RIVERSIDE COUNTY RECORDS. I.E. N3535'09"E OF CA1.1E SCALE: HOR: AS SHOWN VERT: AS SHOWN CY i (IN FEET) 1r 0 1 inch = 40 ft BCR 0500 COY OF RIVERS SHEET NO. TRACT No. 32049 DFm ,c, 8 STA 10+000 - TA 11+06.86 DRIVETY _ OF 17 SHTS. STA 10+ STA 1,1 COUNTY W.O. FILE NO. 101® NEI I " _a jwIm I 15' RCFC & WCD ACCESS NO. ONES RADIUS LENGTH TANGENT REMARK 1 A=8526'38" �i�:ifJii�Si\lt�i;®tf�fYNO�ff 22.37 13.85 6" ��-"♦� A-6 ME N294938"W - �4�M - 4" TYPE "C" CURB SEE ®i'�i - ME - 6" ®® "D" CURB 4 ®®®�� - 110.01 - 4" ��a��� "C" CURB 5 d=79'44'41" 15.00 20.88 12.53 MEIN TYPE A-6 CURB 6 1 d=90'00'00" 15.00 23.56 ����������®i-'� 6" TYPE A-6 CURB 7 N29 20'01 "W - 105.71 - 4" TYPE _� CURB ♦��� - 24.00 - 6" ���� "D" CURB 9 N29 20'01 "W - 105.71 - ���� TYPE "C" CURB 10 ����� 15.00 23.56 15.00 6" TYPE A-6 ���,� 'T� ��s son ME IN 'tee IMEMS ME .. SEE mom ME -ME �e� ME E Krim III ME illmmomm=�� a -0mi.� �_ AM na \ . _ - IN millis ENS..01111\ 11mim. ♦ 1101MMEN 1 MEESE 0 ME EMEME I I m�ommmmb Immall I i� Ems III \. n 1011111IIIIIIIIIIIIIE 1Immil 1�� _� b ♦ I noommmo 0: LM IMMEM so 0111111 MM ®a * : • ex z 1101 CIA- to: �liiW"i' � �iiY�I1f,Yl. i�. T. &NEE wg it e' I , . > r MD �I ilii f� _ • {{ ME ®m�111MV6,[s,'ia.:. �,�NMI MEMO= lA s ..i as . s `f: 0 MI pq moons Egli.r � �Ir � e"� �yl lA♦ r EW ... ME � _mil _ r ME I M SOMEONE N A 3 Fm p0JOIN MEN soon �♦ a I INIM MEN ��E 9 iy is •� 7W MARABELLA COURT SEE SHEET 5 , 1 0+31 STA 14+75.57 MARABELLA CT 1363.09 MARABELLACOURT SEE SHEET 5 11 *00 PLAN - DRIVE 'E' i�®i®®®®®1�®®® CURB DATA TABLE O4 TYPE "D" CURB (6" CURB FACE) PER RC7D S7D 204 15' RCFC & WCD ACCESS NO. DELTA /BEARING RADIUS LENGTH TANGENT REMARK 1 A=8526'38" �i�:ifJii�Si\lt�i;®tf�fYNO�ff 22.37 13.85 6" TYPE A-6 CURB 2 N294938"W - 9ii�liii®iiii7®ii}®®i®®®WYYi - 4" TYPE "C" CURB 3 N60'10'22"E - 24.00 - 6" TYPE "D" CURB 4 ®®®�� - 110.01 - 4" ��a��� "C" CURB 5 d=79'44'41" 15.00 20.88 12.53 ���� TYPE A-6 CURB 6 1 d=90'00'00" 15.00 23.56 ����������®i-'� 6" TYPE A-6 CURB 7 N29 20'01 "W - 105.71 - 4" TYPE _� CURB ♦��� N60'3959"E - 24.00 - 6" ���� "D" CURB 9 N29 20'01 "W - 105.71 - ���� TYPE "C" CURB 10 ����� 15.00 23.56 15.00 6" TYPE A-6 ���,� ��s E III illmmomm=�� \ . _ ENS..01111\ MEESE I I m�ommmmb Immall I i� III n 1Immil 1�� _� I noommmo LM i�. &NEE =00 . r ME s `f: � �Ir � e"� �yl lA♦ � �C ME M I. 3 Fm �� �♦ a ��E 9 iy is •� 7W :� ONE Wit® no f!! N ®� min�mi m� ®® ®!i® MARABELLA COURT SEE SHEET 5 , 1 0+31 STA 14+75.57 MARABELLA CT 1363.09 MARABELLACOURT SEE SHEET 5 11 *00 PLAN - DRIVE 'E' y 10+00 11f00 12f00 NEE O 0.25' AC/0.58' C.A.B. CLASS If ZO TYPE "A-6" CURB PER RC7D STD 200 3O TYPE "C" CURB PER RCTD STD 202 ROLLED CURB WAS A SELEC7ED OPTION BY THE DEVELOPER, O CONSTRUCT CURB RAMP "B" PER DETAIL ON SHT 2 FOR THE PRIVATE STREETS WITHIN THIS DEVELOPMENT, AND ARE APPROVED BY 1RANSPOf'1TAT70N OP MARABELLA COURT 7 SEE SHEET 6 0 0 �_.;TC 1'a. STA 16+30.31 MARABELLA CT 1364.01 _ r Na. G 63285 Z®( E1�CsttJ�'���lJG C�DtenPAW r �A 0 n CIVIL�� 1> ISA A4 e.'v�.518 1Qt� w ;e G�.LrF� \Ve@ IDE. C ZA "pt ,q 0, evLL- I C Va0. MARABELLA COURT SEE SHEET 6 PLAN -DRIVE 'F' CURB DATA TABLE O4 TYPE "D" CURB (6" CURB FACE) PER RC7D S7D 204 15' RCFC & WCD ACCESS NO. DELTA /BEARING RADIUS LENGTH TANGENT REMARK 1 A=8526'38" 15.00 22.37 13.85 6" TYPE A-6 CURB 2 N294938"W - 114.31 - 4" TYPE "C" CURB 3 N60'10'22"E - 24.00 - 6" TYPE "D" CURB 4 S294938"E - 110.01 - 4" TYPE "C" CURB 5 d=79'44'41" 15.00 20.88 12.53 6" TYPE A-6 CURB 6 1 d=90'00'00" 15.00 23.56 15.00 6" TYPE A-6 CURB 7 N29 20'01 "W - 105.71 - 4" TYPE "C" CURB 8 N60'3959"E - 24.00 - 6" TYPE "D" CURB 9 N29 20'01 "W - 105.71 - 4" TYPE "C" CURB 10 A=90'00'00" 1 15.00 23.56 15.00 6" TYPE A-6 CURB y 10+00 11f00 12f00 NEE O 0.25' AC/0.58' C.A.B. CLASS If ZO TYPE "A-6" CURB PER RC7D STD 200 3O TYPE "C" CURB PER RCTD STD 202 ROLLED CURB WAS A SELEC7ED OPTION BY THE DEVELOPER, O CONSTRUCT CURB RAMP "B" PER DETAIL ON SHT 2 FOR THE PRIVATE STREETS WITHIN THIS DEVELOPMENT, AND ARE APPROVED BY 1RANSPOf'1TAT70N OP MARABELLA COURT 7 SEE SHEET 6 0 0 �_.;TC 1'a. STA 16+30.31 MARABELLA CT 1364.01 _ r Na. G 63285 Z®( E1�CsttJ�'���lJG C�DtenPAW r �A 0 n CIVIL�� 1> ISA A4 e.'v�.518 1Qt� w ;e G�.LrF� \Ve@ IDE. C ZA "pt ,q 0, evLL- I C Va0. MARABELLA COURT SEE SHEET 6 PLAN -DRIVE 'F' O4 TYPE "D" CURB (6" CURB FACE) PER RC7D S7D 204 15' RCFC & WCD ACCESS cr & PUBLIC TRAIL PER FlNAL MAP No. 32049 10 4" CONCRETE SIDEWALK PER GRADING/ LANDSCAPING i PLANS 7 STA 11+41.25 }� 1364.05 FS c c CONS7RUCT a25' AC OVER 0.58' C.A.B. CLASS 11 (PRIVATE S7REET) 15' RCFC & WCD ACCESS I� L j & PUBLIC TRAIL PER C) ef) FINAL MAP No. 32049 -1 7 7 C.) 1. ALL HORIZONTAL AND VER77CAL STORM DRAIN INFORMA77ON IS LOCATED ON SHEETS 14-17 2. DUE TO RELA77VELY FLAT STREET GRADES, A 50' VER77CAL rA 11+34.71 50' VER77CAL CURVE WAS SELECTED TO AVOID CREATING LOW 64.90 FS E SPOTS IN THE ROAD THAT WOULD NOT DRAIN PROPERLY J. THE 90' f 5' ANGLE STANDARD FOR INTERSECTING STREETS y 10+00 11f00 12f00 NEE O 0.25' AC/0.58' C.A.B. CLASS If ZO TYPE "A-6" CURB PER RC7D STD 200 3O TYPE "C" CURB PER RCTD STD 202 ROLLED CURB WAS A SELEC7ED OPTION BY THE DEVELOPER, O CONSTRUCT CURB RAMP "B" PER DETAIL ON SHT 2 FOR THE PRIVATE STREETS WITHIN THIS DEVELOPMENT, AND ARE APPROVED BY 1RANSPOf'1TAT70N OP MARABELLA COURT 7 SEE SHEET 6 0 0 �_.;TC 1'a. STA 16+30.31 MARABELLA CT 1364.01 _ r Na. G 63285 Z®( E1�CsttJ�'���lJG C�DtenPAW r �A 0 n CIVIL�� 1> ISA A4 e.'v�.518 1Qt� w ;e G�.LrF� \Ve@ IDE. C ZA "pt ,q 0, evLL- I C Va0. MARABELLA COURT SEE SHEET 6 PLAN -DRIVE 'F' 4P" u .•AA ♦�. ( IN FEET) ; 1 �' alp (IN FEET) 1(- 05m i inch = 40 ft 1 inch = 40 ft BGR 050M SEAL -COUNTY COUNTY OF RIVERSIDE Stantec Consulting, Inc. BENCHMARK DATUM AND ELEVATION SHEET NO. TRANSPORTATION DEPARTMENT RJP 9 BM 1419 NGS PID DX 1516, NGVD 29, ELEVATION 1419.95 ` OLIN I OF FOVERS�E 277 Rancheros Drive Suite 300 ROFESS/0 BENCHMARK DESCRIPTION WORK CONTAINED WITHIN THESE PLANS SHALL NOT pFESS QC57A1 � BY Q N9 TRACT No. 320Q FR b APPROVED BY: vvo MAR t COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR o o A, o'�� San Marcos, CA 92069 �� F.• OG �. 4" BRASS USGS SURVEY STANDARD CAP STAMPED 1419 GRADING PERMIT HAS BEEN ISSUED. �� ry Fy y 4F 9� SEA AND SET ON TOP OF A 4" IRON PIPE h P =i �yi _ ♦i BASIS OF BEARINGS RGN�/L rEr �+ r i fii RJP Tel. (760) 891-3200 " No. 1 m c� w m CENTERLINE OF WINCHESTER ROAD AS SHOWN ON PARCEL THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE No. 33950 �^ % / D4MN BY E• 6/30/08 MAP NO. 30239 RECORDED JUNE 13, 2002 IN BOOD 202 STA 10+00.00 - STA 11+41.25 $ /� Fax. 760 891-3201 Exp. 06 -30 -OS * * OF PARCEL MAPS AT PG. 5-6, DOC. N0. 2002-322460, r r FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN A• D DATE www.stontec.com ! DRW F 17 HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL ITq CfVf� RIVERSIDE COUNTY RECORDS. I.E. N35'35'09"E _ SHT OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE CIV 1L �i 1F5 STA 10+00.00 STA 1W40 F RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY APPR. DATE �TeOF CAL�p - � V. I NF -`1 "�`x SCALE: E �� COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY BY DATE rXfG7l BY zKw E. T RLL 61,1'A51 DIP 6 -XJ -0 547E HOR: AS SHOWN VERT: AS SHOWN FOR: W.O. FILE NO. O4 TYPE "D" CURB (6" CURB FACE) PER RC7D S7D 204 O5 CROSS GUTTER PER RC7D STD 209 & 209A CURB 7RANS177ON PER RC7D STD 211 10 4" CONCRETE SIDEWALK PER GRADING/ LANDSCAPING PLANS CURB INLET CATCH BASIN PER RCTD STD 300 CONSTRUCT CURB RAMP "B" PER DETAIL ON SHT 2 L CONSTRUCTION NOTE I DESCRIP77ON SYMBOL O1 CONS7RUCT a25' AC OVER 0.58' C.A.B. CLASS 11 (PRIVATE S7REET) 15' RCFC & WCD ACCESS CC & PUBLIC TRAIL PER FINAL MAP No. 32049 7 NOTE.• 1. ALL HORIZONTAL AND VER77CAL STORM DRAIN INFORMA77ON IS LOCATED ON SHEETS 14-17 2. DUE TO RELA77VELY FLAT STREET GRADES, A 50' VER77CAL rA 11+34.71 50' VER77CAL CURVE WAS SELECTED TO AVOID CREATING LOW 64.90 FS E SPOTS IN THE ROAD THAT WOULD NOT DRAIN PROPERLY J. THE 90' f 5' ANGLE STANDARD FOR INTERSECTING STREETS U DOES NOT APPLY TO PRIVATE DEVELOPMENTS WHEN DRIVE AISLES INTERSECT W17H PRIVATE STREETS WHERE REDUCED Z) SPEEDS, LESS THAN OR EQUAL TO 5 MPH, ARE IN EFFECT. 4P" u .•AA ♦�. ( IN FEET) ; 1 �' alp (IN FEET) 1(- 05m i inch = 40 ft 1 inch = 40 ft BGR 050M SEAL -COUNTY COUNTY OF RIVERSIDE Stantec Consulting, Inc. BENCHMARK DATUM AND ELEVATION SHEET NO. TRANSPORTATION DEPARTMENT RJP 9 BM 1419 NGS PID DX 1516, NGVD 29, ELEVATION 1419.95 ` OLIN I OF FOVERS�E 277 Rancheros Drive Suite 300 ROFESS/0 BENCHMARK DESCRIPTION WORK CONTAINED WITHIN THESE PLANS SHALL NOT pFESS QC57A1 � BY Q N9 TRACT No. 320Q FR b APPROVED BY: vvo MAR t COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR o o A, o'�� San Marcos, CA 92069 �� F.• OG �. 4" BRASS USGS SURVEY STANDARD CAP STAMPED 1419 GRADING PERMIT HAS BEEN ISSUED. �� ry Fy y 4F 9� SEA AND SET ON TOP OF A 4" IRON PIPE h P =i �yi _ ♦i BASIS OF BEARINGS RGN�/L rEr �+ r i fii RJP Tel. (760) 891-3200 " No. 1 m c� w m CENTERLINE OF WINCHESTER ROAD AS SHOWN ON PARCEL THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE No. 33950 �^ % / D4MN BY E• 6/30/08 MAP NO. 30239 RECORDED JUNE 13, 2002 IN BOOD 202 STA 10+00.00 - STA 11+41.25 $ /� Fax. 760 891-3201 Exp. 06 -30 -OS * * OF PARCEL MAPS AT PG. 5-6, DOC. N0. 2002-322460, r r FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN A• D DATE www.stontec.com ! DRW F 17 HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL ITq CfVf� RIVERSIDE COUNTY RECORDS. I.E. N35'35'09"E _ SHT OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE CIV 1L �i 1F5 STA 10+00.00 STA 1W40 F RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY APPR. DATE �TeOF CAL�p - � V. I NF -`1 "�`x SCALE: E �� COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY BY DATE rXfG7l BY zKw E. T RLL 61,1'A51 DIP 6 -XJ -0 547E HOR: AS SHOWN VERT: AS SHOWN FOR: W.O. FILE NO. Oil Ulm MillisMINE Ellimme ===== M _ie_ . ME EPM NJ on MM 1111041 IN= mom 1111111 mmm 10100 CURB DATA TABLE 2O TYPE "A-6" CURB PER RC7D SID 200 O3 TYPE "C" CURB PER RC TO STD 202 NO. DELTA 11BEARING RADIUS LENGTH TANGENT ARE APPROVED BY 7RAN-WOR M 7701V REMARK 1 A=905936" 15.00 23.82 15.26 6" TYPE A-6 CURB 2 N11'43'49"W - 18.97 s 4" !>j�:Irdne �iNde°MEMIME "C" CURB 3 A=5'03'10" 112.00 9.88 4.94 4" TYPE "C" CURB 4 N16'47100"W - 80.45 - 4" TYPE "C" CURB 5 N73'13'00"E - 24.00 - 6" TYPE "0" CURB 6 N16'47'00"W - 80.45 - 4" TYPE "C" CURB 7 A--5'03'10" 88.00 7.76 3.88 4" TYPE "C" CURB 8 N11'43'49"W - 18.99 - 4" TYPE "C" CURB 9 -89'32'52" 15.00 23.44 14.88 6" TYPE A-6 CUR 10 A=86'43'01" 15.00 22.70 14.16 6" TYPE A-6 CURB 11 N1433'41"W - 111.58 - 4" TYPE "C" CURB 12 N75'26'19"E 1 24.00 1 - 6" S "D" CURB 13 N14'33'41"W 1 1 114.46 1 - 4" TYPE "C" CURB 14 A=75'58'54" 1 15.00 1 19.89 1 11.72 6" TYPE A-6 CURB ' . 5aq I MEIIIM REIF •� a ii e !• Y 5,� C� g low a m im m ,• i i i i m : e a i • NEE Mo M Mo 11911 11 9 No MEE= .. _. _ ._. fl: MINE" MEN EME LOMESEMMMMEMOMME L %paj =1111 w MEMO ralowl"im,JIMEMEM Elm ► ISM r 10414 _ :a IY�®II Wgia NEE SEEN MEMEMEMSEQRSEEME INIr .5�� EEMEMEMMENP !�7 MEESE =NEE ... � qm Smif4lC®� 1L6 31 10 EIIII MEN a MEMEM MM .�- mm 0 I • � �� wa i P am : i ort. �� i i m( m_ _�..... _ rl ii . ® ® i -ire NMI IEALg, I. _•mom rMsommlPf�� 1".rt _ 1 ® Ii;i NONE H.' c 90111MISM MEESEr er to �•� 89R r':e er -!, 3 -F; `yam® I "a .®arm _m i� SME - SSM o ri. NMI w0=1111 ME 'Mill MMffipqW­ Oftim SEE A 0 wimgo �M���i �� ®!� �eiW� �ItliMllkik�itl GseU®� ® ®� ei its ®r�•�i ��®®e��w�:� i ii li eewutlwlRi®rte®®s®�®��r®® �����rrr�rr - ���"'.. Oil Ulm MillisMINE Ellimme ===== M _ie_ . ME EPM NJ on MM 1111041 IN= mom 1111111 mmm 10100 10100 12+00 CONS 1 RUCTION NOTES CURB DATA TABLE 2O TYPE "A-6" CURB PER RC7D SID 200 O3 TYPE "C" CURB PER RC TO STD 202 NO. DELTA 11BEARING RADIUS LENGTH TANGENT ARE APPROVED BY 7RAN-WOR M 7701V REMARK 1 A=905936" 15.00 23.82 15.26 6" TYPE A-6 CURB 2 N11'43'49"W - 18.97 - 4" TYPE "C" CURB 3 A=5'03'10" 112.00 9.88 4.94 4" TYPE "C" CURB 4 N16'47100"W - 80.45 - 4" TYPE "C" CURB 5 N73'13'00"E - 24.00 - 6" TYPE "0" CURB 6 N16'47'00"W - 80.45 - 4" TYPE "C" CURB 7 A--5'03'10" 88.00 7.76 3.88 4" TYPE "C" CURB 8 N11'43'49"W - 18.99 - 4" TYPE "C" CURB 9 -89'32'52" 15.00 23.44 14.88 6" TYPE A-6 CUR 10 A=86'43'01" 15.00 22.70 14.16 6" TYPE A-6 CURB 11 N1433'41"W - 111.58 - 4" TYPE "C" CURB 12 N75'26'19"E 1 24.00 1 - 6" TYPE "D" CURB 13 N14'33'41"W 1 1 114.46 1 - 4" TYPE "C" CURB 14 A=75'58'54" 1 15.00 1 19.89 1 11.72 6" TYPE A-6 CURB 10100 12+00 CONS 1 RUCTION NOTES O1 0.25' AC/0.58' C.A.B. CLASS N 2O TYPE "A-6" CURB PER RC7D SID 200 O3 TYPE "C" CURB PER RC TO STD 202 ROLLED CURB WAS A SELECTED OPTION BY THE DEVELOPER, FOR 7H£ PRIVATE 57REE73' WITHIN THIS DEVELOPMENT, AND ARE APPROVED BY 7RAN-WOR M 7701V O TYPE "D" CURB (6" CURB FACE) PER RC7D S 7 204 O CROSS GUTTER PER RC7D STD 209 & 209A © CURB 7RANS177ON PER RC7D STD 211 10 4" CONCRETE SIDEWALK PER GRADING/ LANDSCAPING LEGEND PLANS. Q CONS7RUCT CURB RAMP "B" PER DETAIL ON SHT 2 CONSTRUCTION N07F I DESCRIPTION SYMBOL MARABELLA COURT MARABELLA COURT fO CONS7RUCT 0.25' AC OWER 0.58' C.A.B. CLASS U (PRIVATE S7R££T) L i SEE SHEET 6 SEE SHEET 6 11+08.23 ECR @l ­_\L 1 1 0'ry TG 1365.11 L4 11 + f 1. 81 R rOh l y k: NOTE: < _ 5', TRANS "I 6 1 ! TC T36 .033 �., 2 ~ 1. ALL HORIZONTAL AND VER71CAL STORM DRAIN 3 < ro' i 3 y8 1i1 INFORMA77ON /S LOCATED ON SHEETS 14-17 2 1 y0 11 2 UA 4 2. DUE TO RELA77VELY FLAT STREET GRADES, A 50' VER77CAL 50' VER77CAL CURVE WAS SELECTED TO AVOID CREA77NG LOW U) SPOTS IN THE ROAD THAT WOULD NOT DRAIN PROPERLY w�l 5 g STA 11137.26 DRIVEMARABELLA 'G'= 2 ll"1 J. THE 90' t 5' ANGLE STANDARD FOR /NTERSEC77NG STREETS 3 ry ST, 18+04.17 MARABELLA CT a �� 13 W DOES NOT APPLY TO PRIVATE DEVELOPMENTS WHEN DRIVE ) 1,.365.06 1, Ltj I WITH PRIVATF STREETS WHERE REDUCED �> > 0� 3 6 7 ��� STA 1Ot00. 0 (n AISLES INTERSECT ' I SPEEDS, LESS THAN OR EOUAL TO 5 MPH, ARE /N EFFECT. STA )Ot00.00 � 1365.97 FS' � 1366.98 FS �o� . 3 ? .A 4' 4 n PUBLIC TRAIL PER3e �� 11 [ 14.46 B /L I = RIVE H = , 3 � � ` STA 19t�2 MARABELLA CT 15 RCFC &WCD ACCESS: • 2 FINAL MAP No. 32049 6 MA LA �x �1 15' RCFC &WCD ACCESS ���1366.04 �>�lSIDl Clt,�`L c f & PUBLIC TRAIL PER __ �O y3 11+08.6 10 RABEL \(V®- 1t�1�1t�CxC ®I�YPA,RIY °, FINAL MAP No. 32049 1 rc 1365.26 SEE SHEET 6OURT <<'� �� LLP tID.,rkoltB I9l , P E MSE _e:1 c 121 r6 X30 (o PLAN - DRIVE 'G' o PLAN - DRIVE 'H' 0 20 40 80 120 1604'a 2s 0 20 40 80 120 160 NOS= .• j i♦ ( IN FEET)„ (IN FEET ) r 1 inch = 40 ft (� �� I inch = 40 ft BW MM 1S SEAL -COUNTY Stentec Consultor , InC. BENCHMARK DATUM AND ELEVA COUNTY OF RIVERSIDE � SHEET No, -AQ TRANSPORTATION DEPARTMENT RJP g BM 1419 NGS PID DX 1516, NGVD 29, ELEVATION 1419.95 COUWY OF RIVERSIDE WORK CONTAINED WITHIN THESE PLANS SHALL NOT 277 Rancheros Drive Suite 300 ROFESS/© BENCHMARK DESCRIPTION FESS- DES101m BY Q TRACT 140.320Q pR b APPROVED BY: Iwo �• MARaGr� 4" BRASS USGS SURVEY STANDARD CAP STAMPED 1419 COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR � o A, o'�� San Marcos, CA 92069 � GRADING PERMIT HAS BEEN ISSUED. �� ry ? 9p co SEA AND SET ON TOP OF A 4" IRON PIPE Q y ti Q BASIS OF" BEARINGS r r r i 10 RJP Tel. (760) 891-3200 No. 60051 m CENTERLINE OF WINCHESTER ROAD AS SHOWN ON PARCEL DRIVE'Gr THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE Exp c06 330006 S l /:s / • L c�A� BY Fax. (760) 891-3201 * Exp. 6/30/0a8 * MAP NO. 30239 RECORDED JUNE 13, 2002 IN BOOD 202 STA 10+00.00 - STA 11+37.26 FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN OF PARCEL MAPS AT PG. 5-6, DOC. NO. 2002-322460, �t r r �� HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL CIV 1L A. D DAZE rs A 3www.stantec.com �Tf Civil �! RIVERSIDE COUNTY RECORDS. I.E. N35'35'09"E ©RI� H OF SHTS, OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE STA Iff - __., RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY AADATE 9OF CAI��= 9 INF r �� "/ �. ��. � � CAl1FSCALE:REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS � BY /GI !.f cow BY DARN E, T .. COUNTY NTY e. RGE 6AGl51 E�'. 630 taY DATE WttR: AS SHOWN VERT: AS SHOWN FOR; W.O. FILE N0. NO WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THERESPONSIBLE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE IV FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN SSU H 0 1 T I EREON.IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL G 0 S OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE U C O� OFOR DETERMINING AN ACCEPTABLE SOLUTION AND 0 VIS 0 PLANS REVISING THE PLANS FOR APPROVAL BY THE COUNTY. 10*00 11*00 PLAN — DRIVE 'J' Em 0! L1 . mrrm DATA TABLE I �4- NO. IDELTA 1BEARING RADIUS LENGTH TANGENT J ---- REMARK 1 N54 29'58"W — 140.19 — 4" TYPE "C" CURB 2 N35 30'18"E — 24.00 — 6" M10111 nDw CURB 3 N54 29'58"W - 140.19 Los 4" TYPE "C" CURB 4 N54 29'58"W — 140.19 11 1�® 4" TYPE 12*00 AL TAMIRA LOOP SEE SHEET 7 12 , I r AL TAMIRA LOOP SEE SHEET 7 V417 -- U4 6192A1ICk co f-APAA'f � 128T Exp. 6/301120:1'60 ZA Cj REVISIONS APPR. I DATE COUNTY m STA 11+ 1365.52 MEE I NIS VI I 13662e, i365.zq 0 20 40 80 120 160 IN FEET 1 inch = 40 ft SEAL—COUNTY COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT RJP ? nFES: APPROVED BY: -1� �D a /y V s, RJP Exp. 6-30-0 N0o. 3 39508 Co(CRARV BY BW CIVI LOP,* A. 0"4W VA 7E, M OF CsyyTePI Z-5�_ , i-^Ow-qr, I NE fiEV9WA9M BY a4X- aEllev By a4w E. mwwwrl i", 10*00 111111111111111011111 CURB DATA TABLE I �4- NO. IDELTA 1BEARING RADIUS LENGTH TANGENT J ---- REMARK 1 N54 29'58"W — 140.19 — 4" TYPE "C" CURB 2 N35 30'18"E — 24.00 — 6" TYPE nDw CURB 3 N54 29'58"W — 140.19 — 4" TYPE "C" CURB 4 N54 29'58"W — 140.19 — 4" TYPE "C" CURB 5 N35 29'39"E — 24.00 — 6" TYPE "D" CURB 6 N54 29'58"W — 141.77 — 4" TYPE "C" CURB 7 d=89 59'57" 15.00 23.56 15-00 6" TYPE A-6 CURB 8 A--90'00'03" 15.00 23.56 15.00 6- TYPE A-6 CURB 9 A--89-5957- 15.00 23.56 15.00 6" TYPE A-6 CURB 10 A--11509'57" 30-00 60.30 47.24 6" TYPE A-6 CURB I I NIS VI I 13662e, i365.zq 0 20 40 80 120 160 IN FEET 1 inch = 40 ft SEAL—COUNTY COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT RJP ? nFES: APPROVED BY: -1� �D a /y V s, RJP Exp. 6-30-0 N0o. 3 39508 Co(CRARV BY BW CIVI LOP,* A. 0"4W VA 7E, M OF CsyyTePI Z-5�_ , i-^Ow-qr, I NE fiEV9WA9M BY a4X- aEllev By a4w E. mwwwrl i", 10*00 111111111111111011111 TE. NO 1. ALL HORIZONTAL AND VER77CAL STORM DRAIN cS 'OL & INFORMATION IS LOCATED ON SHEETS 14-17 '0 2. DUE TO REL 77VEL Y F7 A T STREET GRADES, A 50' VER77CAL AL TAM/Ro4 LOOS' 50 IIER77CAL CURVE WAS SELECTED TO AVOID CREA77NC LOW SP07S IN THE ROAD THAT WOULD NOT DRAIN PROPERLY ECR SEE SHEET7' J THE 90' 1 5' ANGLE STANDARD FOR INTERSECTING STREETS DOES NOT APPLY TO PRIVATE DEVELOPMENTS *1EN DRIVE 16 11 4�1r' AISLES INTERSECT IWTH PRIVATE STREETS WHERE REDUCED SPEEDS, LESS THAN OR EQUAL TO 5 MPH, ARE IN EFFECT I [ i L .�` _�A PLAN — DRIVE XI Stantec Consulting, Inc. 277 Rancheros Drive Suite 300 San Marcos, CA 92069 Tel. (760) 891-3200 Fax. (760) 891-3201 www.stantec.com -2 )k 130 -'. ,1111 f F" 1363*97 L Y f 0 Z C� A �t4 , _ T� 0 r 'r S sy yrs ;40 ESs/ BM 1419 NGS PID DX 1516, NGVD 29, ELEVATION 1419.95 BENCHMARK 40 BRASS USGS SURVEY STANDARD CAP STAMPED 1419 SEA AND SET ON TOP OF A 4" IRON PIPE BASIS OF BEARINGS No. 80051 CENTERLINE OF WINCHESTER ROAD AS SHOWN ON PARCEL Exp. 6 /08 MAP NO. 30239 RECORDED JUNE 13, 2002 IN BOOD 202 OF PARCEL MAPS AT PG. 5-6, DOC. NO. 2002-322460, CIVIv RIVERSIDE COUNTY RECORDS. I.E. N35'35'09"E Or CALIF SCALE: HOR: AS SHOWN VERT. AS SHOWN ( IN FEET ) IP 05M 1 inch = 40 ft BW M&W COUNTY OF PJVEF9§M SHEET NO. TRACT No. 32049 DRIVE V STA 10+00.00 - STA 11+69.19 DfM Xv OF SHlS A V %JLf%f % f %n - Q'r A 44LAL'M5 n COUNTY jk A OIL jok Aft W.O. I FILE NO. I �4- J ---- 4, J_ ........ .. t- 4 4 1- -1 t - -1 -1 PROFEE SCALS 4 1-7-1--t- -t I -- ---- 1-7"- 1 _1 , — t , 11.1 1 - t-11- 11-1 - 11 1 11 11 1 - __ -_ _7_11 HOW: 19AW a€ r: r6w fl -foo 12*00 CONSTRUCTION NOTES LEGEND (D 0.25' AC/0.58' C.A.B. CLASS 11 CONS77?UC770N N07F QE.WM TION SYMBOL TYPE "A-6" CURB PER RCTZ) SID 200 j# Ol CONS7RUCT 0.25' AC OVER 0.58' C.A.B. CLASS If (PRIVATE S7RFFT) TYPE "C" CURB PER RCTD SID 202 ROLLED CURB WAS A SELECTED OP770YV BY THE DEWLORER, FOR THE PR/VA IF STREETS W)RIN THIS DEVELORMW AND ARE APPROVED 8Y rXANSPORbil 770YV TYPE "D" CURB (6- CURB FACE) PER RC7D SID 204 O CROSS GUTTER PER RC7D SID 209 & 209A CURB 7RANS177ON PER RCT 9 STA 211 10 4- CONCRETE SIDEWALK PER GRADING/ LANDSCAPING PLANS. CONSTRUCT CURB RAMP IB' PER DETAIL ON SHr 2 TE. NO 1. ALL HORIZONTAL AND VER77CAL STORM DRAIN cS 'OL & INFORMATION IS LOCATED ON SHEETS 14-17 '0 2. DUE TO REL 77VEL Y F7 A T STREET GRADES, A 50' VER77CAL AL TAM/Ro4 LOOS' 50 IIER77CAL CURVE WAS SELECTED TO AVOID CREA77NC LOW SP07S IN THE ROAD THAT WOULD NOT DRAIN PROPERLY ECR SEE SHEET7' J THE 90' 1 5' ANGLE STANDARD FOR INTERSECTING STREETS DOES NOT APPLY TO PRIVATE DEVELOPMENTS *1EN DRIVE 16 11 4�1r' AISLES INTERSECT IWTH PRIVATE STREETS WHERE REDUCED SPEEDS, LESS THAN OR EQUAL TO 5 MPH, ARE IN EFFECT I [ i L .�` _�A PLAN — DRIVE XI Stantec Consulting, Inc. 277 Rancheros Drive Suite 300 San Marcos, CA 92069 Tel. (760) 891-3200 Fax. (760) 891-3201 www.stantec.com -2 )k 130 -'. ,1111 f F" 1363*97 L Y f 0 Z C� A �t4 , _ T� 0 r 'r S sy yrs ;40 ESs/ BM 1419 NGS PID DX 1516, NGVD 29, ELEVATION 1419.95 BENCHMARK 40 BRASS USGS SURVEY STANDARD CAP STAMPED 1419 SEA AND SET ON TOP OF A 4" IRON PIPE BASIS OF BEARINGS No. 80051 CENTERLINE OF WINCHESTER ROAD AS SHOWN ON PARCEL Exp. 6 /08 MAP NO. 30239 RECORDED JUNE 13, 2002 IN BOOD 202 OF PARCEL MAPS AT PG. 5-6, DOC. NO. 2002-322460, CIVIv RIVERSIDE COUNTY RECORDS. I.E. N35'35'09"E Or CALIF SCALE: HOR: AS SHOWN VERT. AS SHOWN ( IN FEET ) IP 05M 1 inch = 40 ft BW M&W COUNTY OF PJVEF9§M SHEET NO. TRACT No. 32049 DRIVE V STA 10+00.00 - STA 11+69.19 DfM Xv OF SHlS A V %JLf%f % f %n - Q'r A 44LAL'M5 n COUNTY jk A OIL jok Aft W.O. I FILE NO. SKYVIEW ROAD (P 030178) MAKAbLLLA GUUK l SEE SHEET 6 PLAN - DRIVE 'I' WWOORKKCONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND R-EVISINO THE PLANS FOR APPROVAL BY THE COUNTY. 17a�1E�[iI►>8 (j 11 :T CURB DATA TABLE NO. DELTA /BEARING RADIUS LENGTH TANGENT REMARK 1 x=21'1529" 20.00 7.42 3.75 6" TYPE A-6 CURB 2 N39 34'17"W — 114.86 — 4" TYPE "C" CURB 3 N50 25'43"E — 24.00 — 6" TYPE "D" CURB 4 N3934'1 7"W — 119.86 — 4" TYPE "C" CURB 5 A--90,00,00" 15.00 23.56 15.00 6" TYPE A-6 CURB 6 x=89 5957" 15.00 23.56 15.00 MEE TYPE A-6 CURB 7 N54 2958"W — 140.27 — 4" TYPE "C" CURB 8 N3530'02"E — 24.00 — 6" TYPE "D CURB 9 N54 2958"W — 140.27 — 4" TYPE "C" CURB 10 x=53'40'11 " 15.00 14.05 7.59 6" TYPE A-6 CURB NMI � A11111 MILIEU MMME --4a momwolME . :9H ry E; o e 14Ems 1,RIM . a as - - PROFLE a�'1, CALS HOFkT r-417 i e IMSPIAMMIR �5I VMr. r-4' fl -foo 12+00 CONSTRUCTION NOTES LEGEND CONS7RUCI7ON O1 0.25' AC/0.58' C.A.B. CLASS Il NOTE I DESCRIP77ON SYMBOL 2O TYPE "A-6" CURB PER RC7D STD 200 O1 CONSTRUCT 0.25' AC OVER 0.58' C.A.B. CLASS II (PRIVA7F STREET)) 01TRUMMMO3 �`7m f FOR THE PRIVATE STW75 WhYIN THIS DEVELOPMENT, AND - ARE APPROVED BY TRANSPORTATION 4O TYPE "D" CURB (6" CURB FACE) PER RC7D STD 204 5O CROSS GUTTER PER RC7D STD 209 & 209A CURB 7RANS/7TON PER RC7D S7D 211 10 4" CONCRETE SIDEWALK PER GRADING/ LANDSCAPING PLANS CONSTRUCT CURB RAMP "B" PER DETAIL ON SHT 2 DRIVE 'M'© 01111111 SEE SHEET 13 OO CONSTRUCT CURB RAMP "D" PER DETAIL ON SHT 2 MIMME SET III mmmoi��m 1A Sol ANNE MEMO so Ow MEMEME Irarr•-.s- MMMM 11M MEMEME1111111111111 MIN MM1 0. -11 MEME no MEMINJIMmmom ��Em `+ e• NMI MEN 6j 0•{ �-• ®� aq lm� IJP 31111 P. w®®". -IIS w e - e ��'C" -'.. aye ..� _ .� �� UMI IRAMENEE a Mal• �a ea 84 MM lwl INS ., MEN a a• 4, NOMURA No <� ! am/l���iiSSS�aii2Dd���!!!... Im-'-iflulm mr.j, E ON 9754+ j �r SM:2 MEN ,„ 9 -foo 12*00 SKYVIEW ROAD (P 030178) MAKAbLLLA GUUK l SEE SHEET 6 PLAN - DRIVE 'I' WWOORKKCONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND R-EVISINO THE PLANS FOR APPROVAL BY THE COUNTY. 17a�1E�[iI►>8 (j 11 :T I7_'% ( IN FEET ) 1 inch = 40 ft 7777 SEAL—COUNTY �\VE4irA4�E. C"q ®1 � \C hWR fSfJEIa C �[s. t COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: •. •r a r7r RJP a'SIQIEI7 Br RJP cmmv sr I Z tNF er IzwW 10 -foo CURB DATA TABLE NO. DELTA /BEARING RADIUS LENGTH TANGENT REMARK 1 x=21'1529" 20.00 7.42 3.75 6" TYPE A-6 CURB 2 N39 34'17"W — 114.86 — 4" TYPE "C" CURB 3 N50 25'43"E — 24.00 — 6" TYPE "D" CURB 4 N3934'1 7"W — 119.86 — 4" TYPE "C" CURB 5 A--90,00,00" 15.00 23.56 15.00 6" TYPE A-6 CURB 6 x=89 5957" 15.00 23.56 15.00 6" TYPE A-6 CURB 7 N54 2958"W — 140.27 — 4" TYPE "C" CURB 8 N3530'02"E — 24.00 — 6" TYPE "D CURB 9 N54 2958"W — 140.27 — 4" TYPE "C" CURB 10 x=53'40'11 " 15.00 14.05 7.59 6" TYPE A-6 CURB I7_'% ( IN FEET ) 1 inch = 40 ft 7777 SEAL—COUNTY �\VE4irA4�E. C"q ®1 � \C hWR fSfJEIa C �[s. t COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: •. •r a r7r RJP a'SIQIEI7 Br RJP cmmv sr I Z tNF er IzwW 10 -foo - STA, tO- 38 83 DRIVE 'M' ALTAMIRA LOOP Q � SEE SHEET 7 PLAN - DRIVE 'L' 1. ALL HORIZONTAL AND VERTICAL STORM DRAIN INFORMA77ON /S LOCATED ON SHEETS 14-17 2. DUE TO RELATIVELY FLAT STREET GRADES, A 50' IIER77CAL 50' VERTICAL CURVE WAS SELECTED TO AVOID CREATING LOW SPOTS /N THE ROAD THAT WOULD NOT DRAIN PROPERLY J. THE 90' t 5' ANBLE STANDARD FOR INTERSECTING STREETS DOES NOT APPLY TO PRIVATE DEVELOPMENT'S MIEN DRIVE AISLES INTERSECT WITH PRIVATE STREETS WHERE REDUCED SPEEDS, LESS THAN OR EOUAL TO 5 MPH, ARE /N EFFECT. 0 20 40 80 120 160 s Exv V.01d01G (ai �. CAtti�`R .. ` F�'6 ( IId FEET) r 0 1 inch = 40 ft BG9 050M BENCHMARK DATUM AND ELEVATION COMM��� SHEET NO. Stantec Consulting, Inc. BM 1419 NGS PID DX 1516, NGVD 29, ELEVATION 1419.95 WII / 1 �w,�1'll'1nGf'1�'<7ry E 277 Rancheros Drive Suite 300 O QROF MA /O yqt BENCHMARK 212WMP77ON TRACT No. 32M San Marcos, CA 92069 ��`� %• E'Alj �n 4" BRASS USGS SURVEY STANDARD CAP STAMPED 1419 SEA AND SET ON TOP OF A 4" IRON PIPE 12 Q Z BASIS OF BEARINGS � ria Tel. (760) 891-3200 C No. 60051 rn m rn CENTERLINE OF WINCHESTER ROAD AS SHOWN ON PARCEL Fox. (760) 891-3201 * Exp' 6/30/oa St MAP NO. 30239 RECORDED JUNE 13, 2002 IN BOOD 202 STA 10+00.00 - STA 11♦48.86 OF PARCEL MAPS AT PG. 5-6, DOC. NO. 2002-322460, �t� 3 www.stantec.com 9� CIV%%_ RIVERSIDE COUNTY RECORDS. I.E. N35'35'09"E i.f L FOF 17 sdi — —� - _.�, ��.,. �.�. OF Cr�1'tf SCALE: COUSTA 1+67,27 NTY /► .._, 6W51 EXP. 6-X! (9 DA HOR: AS SHOWN VERT. AS SHOWN --[FOR: W.O. FlLE NO. � rw�p ,. =momsv Is � MMME momwolME a as - - PROFLE a�'1, CALS HOFkT r-417 e �5I VMr. r-4' fl -foo 12+00 CONSTRUCTION NOTES LEGEND CONS7RUCI7ON O1 0.25' AC/0.58' C.A.B. CLASS Il NOTE I DESCRIP77ON SYMBOL 2O TYPE "A-6" CURB PER RC7D STD 200 O1 CONSTRUCT 0.25' AC OVER 0.58' C.A.B. CLASS II (PRIVA7F STREET)) 01TRUMMMO3 TYPE "C" CURB PER RC7D S7D 202 ROLLED CURB WAS A SELECTED 0PT70N BY THE DEIEOPER, ` FOR THE PRIVATE STW75 WhYIN THIS DEVELOPMENT, AND ARE APPROVED BY TRANSPORTATION 4O TYPE "D" CURB (6" CURB FACE) PER RC7D STD 204 5O CROSS GUTTER PER RC7D STD 209 & 209A CURB 7RANS/7TON PER RC7D S7D 211 10 4" CONCRETE SIDEWALK PER GRADING/ LANDSCAPING PLANS CONSTRUCT CURB RAMP "B" PER DETAIL ON SHT 2 DRIVE 'M'© SEE SHEET 13 OO CONSTRUCT CURB RAMP "D" PER DETAIL ON SHT 2 ANNE so Ow MEMEME 11M MEMEME1111111111111 MM1 -11 MEMINJIMmmom MEN 6j lm� 31111 0 ' 1 UMI IRAMENEE - STA, tO- 38 83 DRIVE 'M' ALTAMIRA LOOP Q � SEE SHEET 7 PLAN - DRIVE 'L' 1. ALL HORIZONTAL AND VERTICAL STORM DRAIN INFORMA77ON /S LOCATED ON SHEETS 14-17 2. DUE TO RELATIVELY FLAT STREET GRADES, A 50' IIER77CAL 50' VERTICAL CURVE WAS SELECTED TO AVOID CREATING LOW SPOTS /N THE ROAD THAT WOULD NOT DRAIN PROPERLY J. THE 90' t 5' ANBLE STANDARD FOR INTERSECTING STREETS DOES NOT APPLY TO PRIVATE DEVELOPMENT'S MIEN DRIVE AISLES INTERSECT WITH PRIVATE STREETS WHERE REDUCED SPEEDS, LESS THAN OR EOUAL TO 5 MPH, ARE /N EFFECT. 0 20 40 80 120 160 s Exv V.01d01G (ai �. CAtti�`R .. ` F�'6 ( IId FEET) r 0 1 inch = 40 ft BG9 050M BENCHMARK DATUM AND ELEVATION COMM��� SHEET NO. Stantec Consulting, Inc. BM 1419 NGS PID DX 1516, NGVD 29, ELEVATION 1419.95 WII / 1 �w,�1'll'1nGf'1�'<7ry E 277 Rancheros Drive Suite 300 O QROF MA /O yqt BENCHMARK 212WMP77ON TRACT No. 32M San Marcos, CA 92069 ��`� %• E'Alj �n 4" BRASS USGS SURVEY STANDARD CAP STAMPED 1419 SEA AND SET ON TOP OF A 4" IRON PIPE 12 Q Z BASIS OF BEARINGS � ria Tel. (760) 891-3200 C No. 60051 rn m rn CENTERLINE OF WINCHESTER ROAD AS SHOWN ON PARCEL Fox. (760) 891-3201 * Exp' 6/30/oa St MAP NO. 30239 RECORDED JUNE 13, 2002 IN BOOD 202 STA 10+00.00 - STA 11♦48.86 OF PARCEL MAPS AT PG. 5-6, DOC. NO. 2002-322460, �t� 3 www.stantec.com 9� CIV%%_ RIVERSIDE COUNTY RECORDS. I.E. N35'35'09"E i.f L FOF 17 sdi — —� - _.�, ��.,. �.�. OF Cr�1'tf SCALE: COUSTA 1+67,27 NTY /► .._, 6W51 EXP. 6-X! (9 DA HOR: AS SHOWN VERT. AS SHOWN --[FOR: W.O. FlLE NO. � rw�p � - - PROFLE a�'1, CALS HOFkT r-417 VMr. r-4' fl -foo 12+00 CONSTRUCTION NOTES LEGEND CONS7RUCI7ON O1 0.25' AC/0.58' C.A.B. CLASS Il NOTE I DESCRIP77ON SYMBOL 2O TYPE "A-6" CURB PER RC7D STD 200 O1 CONSTRUCT 0.25' AC OVER 0.58' C.A.B. CLASS II (PRIVA7F STREET)) 01TRUMMMO3 TYPE "C" CURB PER RC7D S7D 202 ROLLED CURB WAS A SELECTED 0PT70N BY THE DEIEOPER, FOR THE PRIVATE STW75 WhYIN THIS DEVELOPMENT, AND ARE APPROVED BY TRANSPORTATION 4O TYPE "D" CURB (6" CURB FACE) PER RC7D STD 204 5O CROSS GUTTER PER RC7D STD 209 & 209A CURB 7RANS/7TON PER RC7D S7D 211 10 4" CONCRETE SIDEWALK PER GRADING/ LANDSCAPING PLANS CONSTRUCT CURB RAMP "B" PER DETAIL ON SHT 2 DRIVE 'M'© SEE SHEET 13 OO CONSTRUCT CURB RAMP "D" PER DETAIL ON SHT 2 - STA, tO- 38 83 DRIVE 'M' ALTAMIRA LOOP Q � SEE SHEET 7 PLAN - DRIVE 'L' 1. ALL HORIZONTAL AND VERTICAL STORM DRAIN INFORMA77ON /S LOCATED ON SHEETS 14-17 2. DUE TO RELATIVELY FLAT STREET GRADES, A 50' IIER77CAL 50' VERTICAL CURVE WAS SELECTED TO AVOID CREATING LOW SPOTS /N THE ROAD THAT WOULD NOT DRAIN PROPERLY J. THE 90' t 5' ANBLE STANDARD FOR INTERSECTING STREETS DOES NOT APPLY TO PRIVATE DEVELOPMENT'S MIEN DRIVE AISLES INTERSECT WITH PRIVATE STREETS WHERE REDUCED SPEEDS, LESS THAN OR EOUAL TO 5 MPH, ARE /N EFFECT. 0 20 40 80 120 160 s Exv V.01d01G (ai �. CAtti�`R .. ` F�'6 ( IId FEET) r 0 1 inch = 40 ft BG9 050M BENCHMARK DATUM AND ELEVATION COMM��� SHEET NO. Stantec Consulting, Inc. BM 1419 NGS PID DX 1516, NGVD 29, ELEVATION 1419.95 WII / 1 �w,�1'll'1nGf'1�'<7ry E 277 Rancheros Drive Suite 300 O QROF MA /O yqt BENCHMARK 212WMP77ON TRACT No. 32M San Marcos, CA 92069 ��`� %• E'Alj �n 4" BRASS USGS SURVEY STANDARD CAP STAMPED 1419 SEA AND SET ON TOP OF A 4" IRON PIPE 12 Q Z BASIS OF BEARINGS � ria Tel. (760) 891-3200 C No. 60051 rn m rn CENTERLINE OF WINCHESTER ROAD AS SHOWN ON PARCEL Fox. (760) 891-3201 * Exp' 6/30/oa St MAP NO. 30239 RECORDED JUNE 13, 2002 IN BOOD 202 STA 10+00.00 - STA 11♦48.86 OF PARCEL MAPS AT PG. 5-6, DOC. NO. 2002-322460, �t� 3 www.stantec.com 9� CIV%%_ RIVERSIDE COUNTY RECORDS. I.E. N35'35'09"E i.f L FOF 17 sdi — —� - _.�, ��.,. �.�. OF Cr�1'tf SCALE: COUSTA 1+67,27 NTY /► .._, 6W51 EXP. 6-X! (9 DA HOR: AS SHOWN VERT. AS SHOWN --[FOR: W.O. FlLE NO. � rw�p DRIVE L Q. SEE SHEET 12 10+65.83 BCR0100�' =1.20 CFS TC 1367.28 0/ 0 1 81 CFS .- C) 1 w 6 ,5.. �ANSITION D VA F 6� lz W 5 G 7 3IT §TA 11f97.78 z 3 1 68.38 F 1 0.25' AC/0.58' C.A.B. CLASS 11 CURB DATA TABLE O3 TYPE "C" CURB PER RC7D STD 202 NO. IDELTA IBEARING RADIUS LENGTH TANGENT REMARK 1 N3530'05"E - 3.47 - 6" TYPE A-6 CURB 2 A--60,00,00" 5.00 5.24 2.89 6" TYPE A-6 CURB 3 N24 2955"W - 8.70 - 6" TYPE A-6 CURB 4 N3530'05"E - mm - 4" TYPE "D" CURB 5 N84 2955"W - 8.66 - 6" TYPE A-6 CURB 6 6=60'00'00" 5.00 5.24 2.89 6" TYPE A-6 CURB 7 N35 30'05"E - 81.14 - 4" TYPE "C" CURB 8 N54 2955"W - 24.00 - 6" TYPE "D" CURB 9 N35 30'05"E - 151.94 - 4" TYPE "C" CURB 10 d=8121'44" 15.00 21.30 12.89 6" TYPE A-6 CURB 11 d=98 38'16" 15.00 1 25.82 17.45 6" TYPE A-6 CURB 12 1 N35 30'05"E -147.04 - 6" TYPE A-6 CURB 13 WWI - 24.00 - 6" TYPE "D" CURB 14 N35 30'05"E - 156.04 - 6" TYPE A-6 CURB 15 4=745952" 15.00 19.63 11.51 6" TYPE A-6 CURB ONE m�� mmm 11111110 ml===Mmmmmml�ol �m� 0 ME= ME ==El •��, (9iME omm IN MM 6 , r' OEM di ..' .• NNE. 1111110mail ON 0 IN 0 INR MM no 0 moun�l IN ffo:m ON 7 IN IN ME 0., 111111,000 IN ME I -_�'MEM N __IN - y� NONNI ♦ N a;mom 111155 _ "- nom 11111111111101011111ml WA, Ra FA2_ w 11 mom= =ON Emol MM IN 1Fm rrr {{J�J�hpM 0 mml�mmpm ME sm, IN ME moms EMS mmmiw.],o Iwo Lq P. 1 N 0 11111111111or... IN a 0 FMA im's IN 0 0 No= Sol IN MENEM mqwmmm mmmmm mommoommon NEW 1m N"IfflM IN m SEE EMINEEMEMME momm F I ME o� �I� ��I�OEM IN �I��t� �` �a� ii-XIAN�>�� manawani' ®.=NONE on LEMIMEN IMEMN 14M W9 M mmmm","=m wi WIN MISMI 01 mmmmummm"m SEE= 1MI1MM1M1M§ MINE fflz IS ley ESE IN Mi 1 I 111111110 m no'EEE= 0 MEMO smoommi OEM 'EMENE No MEMO I JOE MOMMISEP mmipNE#:Olm-- MESON =mmioiii� ME IN IN IN IN INS 11 -mm IN ImM 1111111110 Hiismossons M Nommmmmommmol '03 R 0 no SEE M �limmo _ MIN MEMO MMSMMIMEMEMEMMMI mi NMI on In mommiummom PRIA. M i mom 11111MIESEEME L M _.[ ISM p A I MENE 111-1 so on on p - � ® . IMMMM1 MINIM I' JIMMIE � ' Yip � ., a ♦ I ESE � �. in.-,. +rfa y@�®tea®--. i �_.. 0 IMEMEMS 11111010 ONE `,R SEE IN 0 M Z�_111111111111 NMIy a4a"" -0 0=01 Mm INNER;lion ! e r � � -pom yT➢a NONE1 ®r. � ';,� M NEIINIMMEN I MEMO ` e � - A. !4 i i � ii�iii�® s�.'�j! ® ., SpA, C_ _ ®g WIN IN III MIN 111110 Mill MINE MEN (. JONES�pll�•�_.. =_� � YfY .6� �� j.�t/�'� OEM �� m • A AA ®�]� iJ ' ee riiri,�4 � �6lI S'�=ii /� i�SI�11T.:iiY�Sj��. rMIMI/.� .�� 'own �Yrli� iii I��MII�A//� 3 vi /�R mu - MENEM NJ IMEME 0 ME Emmmi MEME moinm nom I IN 0 son NJ 0 MEN MEN I ee '' .MM � " i® . a R -In `' 'EM's 11=000M on ME MONSOON= SEEM ON mmmmmmmmmmm'i ME IN no DRIVE L Q. SEE SHEET 12 10+65.83 BCR0100�' =1.20 CFS TC 1367.28 0/ 0 1 81 CFS .- C) 1 w 6 ,5.. �ANSITION D VA F 6� lz W 5 G 7 3IT §TA 11f97.78 z 3 1 68.38 F .LEGEND CONS/R T 1 0.25' AC/0.58' C.A.B. CLASS 11 CURB DATA TABLE O3 TYPE "C" CURB PER RC7D STD 202 NO. IDELTA IBEARING RADIUS LENGTH TANGENT REMARK 1 N3530'05"E - 3.47 - 6" TYPE A-6 CURB 2 A--60,00,00" 5.00 5.24 2.89 6" TYPE A-6 CURB 3 N24 2955"W - 8.70 - 6" TYPE A-6 CURB 4 N3530'05"E - 29.96 - 4" TYPE "D" CURB 5 N84 2955"W - 8.66 - 6" TYPE A-6 CURB 6 6=60'00'00" 5.00 5.24 2.89 6" TYPE A-6 CURB 7 N35 30'05"E - 81.14 - 4" TYPE "C" CURB 8 N54 2955"W - 24.00 - 6" TYPE "D" CURB 9 N35 30'05"E - 151.94 - 4" TYPE "C" CURB 10 d=8121'44" 15.00 21.30 12.89 6" TYPE A-6 CURB 11 d=98 38'16" 15.00 1 25.82 17.45 6" TYPE A-6 CURB 12 1 N35 30'05"E -147.04 - 6" TYPE A-6 CURB 13 N54 2955"W - 24.00 - 6" TYPE "D" CURB 14 N35 30'05"E - 156.04 - 6" TYPE A-6 CURB 15 4=745952" 15.00 19.63 11.51 6" TYPE A-6 CURB .LEGEND CONS/R T 1 0.25' AC/0.58' C.A.B. CLASS 11 2O TYPE "A-6" CURB PER RC7D STD 200 O3 TYPE "C" CURB PER RC7D STD 202 ROLLED CURB WAS A SELECTED OPTION BY THE DEVELOPER, FOR THE PRIVATE STREETS WITHIN TYIS DEVELOPMENT, AND ARE APPROVED BY TRANSPORTATION O TYPE "D" CURB (6" CURB FACE) PER RC7D STD 204 0 CROSS GUTTER PER RC7D STD 209 & 209A © CURB 7RANS177ON PER RCTD STD 211 10 4" CONCRETE SIDEWALK PER GRADING/ LANDSCAPING PLANS. Q RIBBON GUTTER SEE DETAIL 6, SHEET 2 OB CONSTRUCT CURB RAMP "B" PER DETAIL ON SHT 2 s R O 1 2 g $ UC CURB RAMP D PER DETAIL ON SHT 2 W 0 4 CONN07E if D 5j2ffE77ON SYMBOL O1 CONSTRUCT 0)25' AC OVER 0.58' C.A.B. CLASS If (PRIVATE STREET) STA 10+00.006� € 2 O STA 13+25.16 ALTAMIRA LOOP G 1366.79 6 5 TRANSITION AL TAM/RA LOOP NOTA ! c+ 1. ALL HORIZONTAL AND VER77CAL STORM DRAIN SEE SHEET 7 11+80-y'1 II .01 INFORMATION IS LOCATED ON SHEETS 14-17 10 10+45.85 ECR �� 10+33.TC i3 6CR : i�'��'Z i�.� 2. DUE TO RELATIVELY FLAT STREET GRADES A 50' VERTICAL TC ALTAMIRA LOOP 1367.08 P, w_.a. " 50' VER77CAL CURVE WAS SELECTED TO AVOID CREA77NG LOW SEE SHEET 7 2 6 5' 'BANS/i70 Q SPOTS IN THE ROAD 774A WOULD NOT DRAIN PROPERLY 6s "6 A J. 77 -IE 90' t 5' ANGLE STANDARD FOR INTERSECTING STREETS DOES NOT APPLY TO PRIVATE DEVELOPMENTS AHEN DRIVE C TA 1 f+ 0.47.' AISLES INTERSECT tM1H PRIVATE STREETS WHERE REDUCED PLAN - DRI VE M STA 19 74.49 ALTAMIRA- LOOP 1 ,S 1367.4 FS SPEEDS, LESS THAN OR EOUAL TO 5 MPH, ARE IN EFFECT: 3: 136,6 �'� L 4 Y1 - D N sF A' 14f 2 r 6 RANSI i0t� 3 10 r i 7r �O 10+24.3 ECR s'c� ��®��i\51Qh1 ®til �C �`�%� Op TC 1,366.19 moo. 1301.51 Z�� M%3ta�uGGttst�lf�¢ C.®MMQPA��f ���� Pry � � 'Ttm. ►�p1.��. V"11th \0411k Amr-%au1s , Su tyE too R ' v�v��tz r b 0 20 40 80 120 160 2�L R�� ���Gsiz LAN-DRIVEN0 20 40 80 120 160 K we�ccl00I�n1s - ��ttr cl���0 F �` icy No ,at rfi�. IN FEET) IVtL (IN FEET) �IP 05m 1 ► 1 inch = 40 itp&tY G 1 inch = 40 ft BENCHMARK DATUM AND ELEVATION w-3-i(o R A SEAL -COUNTY COUNTY OF RIVERSIDE Stan#ec Consultin I C. SHEET No. NOTE: TRANSPORTATION DEPARTMENT RJP g' BM 1419 NGS PID DX 1516, NGVD 29, ELEVATION 1419.95 COUNTY OF RVEFOM 277 Rancheros Drive SD to 300 ROFESS/p BENCHMARK DESCRIPflON WORK CONTAINED WITHIN THESE PLANS SHALL NOT FES LL�51drm Sr ? 4'q TRACT NO. 320 pR b APPROVED BY: �o MAA t COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR o a. a �! San Marcos, CA 9206 ��• F.• OGS any 4" BRASS USGS SURVEY STANDARD CAP STAMPED 1419 GRADING PERMIT HAS BEEN ISSUED.�ti rti h =Z p SEA AND SET ON TOP OF A 4" IRON PIPE �/! h P i Q d BASIS OF BEARINGS DRIVE V V y z RJP Tel. (760) 891-32 0+• 60051 m Vf1111G ca ,� rq CENTERLINE OF WINCHESTER ROAD AS SHOWN ON PARCEL THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE No. 33950 ac Exp• 6f30/OB 4 lQ C Br Fax. 760 891-32 1 MAP R 30239 RECORDED JUNE C. O. 2 IN BOOD 202 STA 1D♦( 3.Od -STA 1i♦s7JB � , X\ WOF PARCEL MAPS AT PG. 5-6, DOC. N0. 2002-322460, �� a�r �".� FOR ASSURING THE ACCURACY AND ACCEPnBIUTY OF THE DESIGN Exp, 06-30-08 A p a ;, www.stantec.com 03q CtV1%• �* RIVERSIDE COUNTY RECORDS. I.E. N3F35'09"E OF A� SNTS HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE `�yT CIV 1� ! ffi e 1F OF CRL1 TA 1� - �S' RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND E . �� INE I COUNTY DATE BY APPR. DATE OF CAL ` e SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY, ENGINEER REVISIONS CWNTY � BY DArE- OEDW BY mw E. Ait T NIX 6W51 DP. B -3Y1 -m DAZE M R: AS SHOWN VERT: AS SHOWN FOR: W.O. FILE NO. HEADWALL AND WINGWALL TABLE LINE "A" OUT CALLOUT RADIUS VALUE H 1 3.5' L 31.65' 3.35' W N755855"E 3.87' ELEV. "A" 30" RCP 1349.10 ■ ear!® 10f00 r 1 iA JBI1if- 01 iI.I� 15*00 E of RK WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS PLAN - SEAL—COUNTY COUNTYOF TRANSPORTATION DEPARTMENT RJP APPR• , aEsimm or RJP - s / _ / `f ��ILNE Stantec Consulting, Inc. 277 Rancheros Drive Suite 300 San Marcos, CA 92069 Tel. (760) 891-3200 Fax. (760) 891-3201 www.stantec.com In EMEN IEMIM STORM DRAIN DATA TABLE NO. BEARING DELTA RADIUS LENGTH REMARKS 1 11=407759" 45.00' 31.65' 30" RCP 2 N755855"E 19,06' 30" RCP 3 N7558'55"E 6.75' 30" RCP 4 d=3955'37" 45.00' 31136' 30" RCP 5 N3603'18"E 292.21' 30" RCP 6 d=11 06'00" 249.50' 48.34' 30" RCP 7 d=16 25'31 " 249.50' 71.5j' 30" RCP 8 N6443'43"E 90.60' 30" RCP 9 IMEME131 34.79' 30" RCP 10 d=23'45'39" 22.50' 9.33' 30" RCP 11 N8103'18"E 17.32' 18" RCP 12 1, 18.74' 18" RCP MOP In EMEN IEMIM STORM DRAIN DATA TABLE NO. BEARING DELTA RADIUS LENGTH REMARKS 1 11=407759" 45.00' 31.65' 30" RCP 2 N755855"E 19,06' 30" RCP 3 N7558'55"E 6.75' 30" RCP 4 d=3955'37" 45.00' 31136' 30" RCP 5 N3603'18"E 292.21' 30" RCP 6 d=11 06'00" 249.50' 48.34' 30" RCP 7 d=16 25'31 " 249.50' 71.5j' 30" RCP 8 N6443'43"E 90.60' 30" RCP 9 N6752'380E 34.79' 30" RCP 10 d=23'45'39" 22.50' 9.33' 30" RCP 11 N8103'18"E 17.32' 18" RCP 12 N0831'43"E 18.74' 18" RCP 0 20 40 WNo 0 ( No.60051 �\ Exp. 6/30/08 CONSTRUCTION NOTES 20 CONSTRUCT MH NO. 1 PER RCFC & NCD 5 MH251. 2©— CONSTRUCT CONCRETE LUG PER DETAIL ON SHEET 2 ©3— CONSTRUCT HEADWALL AND W/NGWALLS PER CAL TRANS STD PLAN D90A, TYPE A Q4 — CONSTRUCT CURB INLET CATCH BASIN PER RCTD STD NO. 300. -o_ NO TE.• 80 120 160 ALL TRUNK LINES FOR AREA DRAIN CONNEC77ONS ARE CALLED OUT ON GRADINGPLAN No. BGR 060230 ( 1N FEET ) 1 inch = 40 ft RIC.& E1JC mama l (A ca CA€'st Y1 1004' PWe'00ev Surrey 1YElti► , E ^ a'2 C G-) No. C 63285 a `l* Exp. 6/30/2016 t ` R�cKAg® Q` X IP 050117 BW 0500 MARK DATUM AND ELEVATION SHEET NO. 19 NGS PID DX 1516, NGVD 29, ELEVATION 1419.95 COM 1 OF 1 WSWM MARK DESCRIPTION TRACT NO. 32M SS USGS SURVEY STANDARD CAP STAMPED 1419 ))T—v D SET ON TOP OF A 4" IRON PIPE OF 8E4RlNGS1 14 LINE OF WINCHESTER ROAD AS SHOWN ON PARCELSTORM DRAIN PLANS 30239 RECORDED JUNE C. O. 2 0 322 202 STORM DRAINS - A & JGEL MAPS AT PG. 5-6, DOC. NO. 2002-322460, ./DE COUNTY RECORDS. I.E. N35'35'09"E Fo, 17 SHT SCALE: QQ42 COUNTY HOR: AS MOWN VERT: AS SHOWN FOR:W.O. FlLE NO. No TRANSITION NO. 3 STRUCTURE TABLE LINE "A" STA. 17+86.07 CALLOUT I VALUE A 45' B 1.5' C 3.72' D1 1.5' D21.5' 1.5' ELEV. R 1354.00 ELEV. S 1 1353.96 30" EL. R "B" 1353.82 EL. R "A-4" 1353.83 EL. S "B" 1353.85 EL. S "A-4" 1353.86 41.32' 18" RCP 6 A=I736'12" 199.50' 61.29' 18" RCP 7 N7876'11 "E 167.60' 18" RCP 8 X092328" 100.50' 16.47' 18" RCP 9 d=15147'59" 100.50' 27.71' 18" RCP 10 N502543"E 9.98' 18" RCP 11 N502543"E 26.35' 18" RCP 12 d=45710'00" 45.00' 35.34' 18" RCP 13 N05 2543"E 19.78' 18" RCP 14 Ni539'59"E 18.68' 18" RCP 15 N7203'34"W 14.80' 18" RCP 16 N1539'59"E 19.45' 18" RCP 17 N7436'45"W 19.34' 18" RCP 18 N0525'43"E 19.45' 18" RCP IMEMEEMMENIM I MEN MIMIIEEM MIM 0 IMEEMInd now 0 IBM MIM ENIMMEMIMENE1 0 OEM rp,M,,2.0,v,Mk OMEN OEM EMMIMMINUMEM Ems MENEM rpuMMUMMEM ON 0 JIME M1 sign EEI1=M=EM MMI R MM d ON M _ e laME s Ml 0 b 11MEM 4 M1 4 nA t 1�T sIN �.a ��,jj. V:� ME ;b �_i� a b `}y���.. �t.'Y� Yi i ®®\0 ME gab �� ` �Y 5) _ 9j 1.1� b Y T p2ar - �} :, wi n' ,6 w <� i �}Mom e 4�' M aq i ml ' a Y ice' _ySi��j i v �(}< ��a;+ �YYii�__ 1 �. (�musm� Bit i �S�,a V 6Lo No ® Y _ M=1 i I�!Bli� . Mere ..: _• loll • I e► iii � 9 wu _ — S . , ® � r 40 a No TRANSITION NO. 3 STRUCTURE TABLE LINE "A" STA. 17+86.07 CALLOUT I VALUE A 45' B 1.5' C 3.72' D1 1.5' D21.5' 1.5' ELEV. R 1354.00 ELEV. S 1 1353.96 Ph NO WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS �111Q016111arl COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT SQ 7L'. APPROVED BY: GESIaym BY p"T p /' ((� / A LWAMV 8Y A. 0 DA1B /%r L o A11515121IM9M BY DA7E CJEEldY6D BY DAW VSITION NO. 3 STRUCTURE TABLE "A" STA. 21+05.52 LOUT VALUE A 45' B 1.5' C 3.72' J1 1.5' )2 1.5' :V. R1355.67 1355.45 Y. S 1 55.63 ( IN FEET ) I inch = 40 ft Stantec Consulting, Inc. 277 Rancheros Drive Suite 300 San Marcos, CA 92069 Nt Tel. (760) 891-3200 Fax. (760) 891-3201 • www.stantec.com •s ,te. ar• ,� r, i. TRANSITION NO. 3 STRUCTURE„ TABLE LINE "A” STA. 20+63.32 CALLOUT VALUE A 37a B 1.5' C 4.30' D1 1.5' D2 1.5' ELEV. R 1355.45 ELEV. S 1355.41 MANHOLE NO. 4 TABLE LINE "A" STA. 17+49.27 CALLOUT VALUE A LINE B 75'43'01" A LAT A-4 47'16'28" B LINE B 18" B LAT A-4 18" C LINE B 2.83' C LAT A-4 3.99' D1 18" D2 30" EL. R "B" 1353.82 EL. R "A-4" 1353.83 EL. S "B" 1353.85 EL. S "A-4" 1353.86 6 A! ® _ @ ■ .aa� In Ian STORM DRAIN DATA TABLE NO, BEARING RADIUS LENGTH REMARKS 1 N644343"E 41.81' 30" RCP 2 A--04'03'44" 200.50' 14.22' 30" RCP 3 N603959"E 89.11' 3O" RCP 4 N603959"E 20.17' 18" RCP 5 N603959"E 41.32' 18" RCP 6 A=I736'12" 199.50' 61.29' 18" RCP 7 N7876'11 "E 167.60' 18" RCP 8 X092328" 100.50' 16.47' 18" RCP 9 d=15147'59" 100.50' 27.71' 18" RCP 10 N502543"E 9.98' 18" RCP 11 N502543"E 26.35' 18" RCP 12 d=45710'00" 45.00' 35.34' 18" RCP 13 N05 2543"E 19.78' 18" RCP 14 Ni539'59"E 18.68' 18" RCP 15 N7203'34"W 14.80' 18" RCP 16 N1539'59"E 19.45' 18" RCP 17 N7436'45"W 19.34' 18" RCP 18 N0525'43"E 19.45' 18" RCP CONSTRUCTION NOTES CONSTRUCT MH NO. 1 PER RCFC & WCD STD MH251. 28 CONSTRUCT MH NO. 4 PER RCFC & WCD 57D 114H254 �— CONSTRUCT CONCRETE LUG PER DETAIL ON SHEET 2 CONSTRUCT CURB INLET CATCH BASIN PER RCTD STD NO. 300. 26 CONSTTUCT TS 3 PER RCFC & WCD STD TS303 AND 7RANS17ION STRUCTURE TABLE, THIS SHEET NOTE: ALL 7RUNK LINES FOR AREA DRAIN CONNEC77ONS ARE CALLED OUT ON GRADING PLAN No. BGR 060230 fi�l� ,� ZtEVl�t6R3 �i,toY `' 1�\LbC E�6r11JEleP.11i's CaMPAFIY NO. 63285 �#lVa % fn nw tot � , Exp. 6/30/2016 1 1�tvicetstDaS.[� Gz�®1 BENCHMARK DATUM AND ELEVATION ��y �c p�/� BM 1419 NGS PID DX 1516, NGVD 29, ELEVATION 1419.95 CMN 1 1 OA,_ RIVE BENCHMARK DESCRIPTION TRACT No. 32049 4" BRASS USGS SURVEY STANDARD CAP STAMPED 1419 9�'o cY SEA AND SET ON TOP OF A 4" IRON PIPE BASIS OF BEARINGS Na 6,005/1 n CENTERLINE OF WINCHESTER ROAD AS SHOWN ON PARCEL € 630 MAP NO. 30239 RECORDED JUNE 13, 2002 IN BOOD 202 * OF PARCEL MAPS AT PG. 5-6, DOC. NO. 2002-322460, Clvit. RIVERSIDE COUNTY RECORDS. I.E. N35'35'09"E OF Co.tE SCALE: HOR: AS SHOWN VERT: AS SHOWN STORM DRAIN PLANS LINE - A' 15 17 TOA s� SEE CHAT IF 30" STORM DRAIN ✓' SEE SHEET 14-� WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. 0 20 REVISIONS ( IN FEET ) 1 inch = 40 ft dN '0' VE SEAL -COUNTY 4+00 10+00 ME n+00 12+00 13+00 14+00 N — ST( COUNTYOF TRANSPORTATION APPROVED! fes! IF It -.16 Id i! a47E- .,> 0 F® ➢ !7! Br i n No 'moo_ owl STORM DRAIN DATA TABLE NO. BEARING RADIUS LENGTH REMARKS 1 N 15'03'02 "W 1.5' 32.73' 18" RCP 2 d=50 33'07" 45.00' 39.70' 18" RCP 3 N3530'05"E 1354.87 123.44' 18" RCP 4 N35 30'05"E 644 - 158.52' 18" RCP 5 21=45100100" 45.00' 1 35.34' 18" RCP 6 N09 2955"W 15.53' 18" RCP 7 N092955"W 18.03' 0 8 N3535'09 "E 111.94' 36" RCP 9 4=8931'51" 90.00' 140.63' 36" RCP 10 N535642"W 82.55' EMEMEM�MWIZON 11 A--0,3008'27" 40.00' 2.19' 171 =M111MNMI1MMM1 IN ME ELL 13 '41 MEN No 04 EMIL M 111111110 113 son no _ _ L • 4' �®... B•'HA i'i. i I.aS 10110 ME ® ei .. 1 '1 awl (. �YY . .R. P. A .. ::• A 0-MEMO A .. ZEN 4A a M_ MI i ', R g ., _ .: f fl _ MIN �® I,, ! ,iff r A ijf� � ®. f f I if; �I if. • ---ff� _ __.._.� ., .. ... f i _I 1 w �s sg If f6 f FA min", ENE mini Simms= SO��..�.®��ee® � I as EMISSIONlogo ®.��-:®`IS01� r i...-���>:®®I�� � ' f ® � ■ "ITT ((99 ..�_.m_�S.d.�i®s���_.rl—, a as STT I� sm _ I�� __.. �� � i fie. M� — _ . • . s ,� ifi � ►'� � 1. TOA s� SEE CHAT IF 30" STORM DRAIN ✓' SEE SHEET 14-� WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. 0 20 REVISIONS ( IN FEET ) 1 inch = 40 ft dN '0' VE SEAL -COUNTY 4+00 10+00 ME n+00 12+00 13+00 14+00 N — ST( COUNTYOF TRANSPORTATION APPROVED! fes! IF It -.16 Id i! a47E- .,> 0 F® ➢ !7! Br i n No 'moo_ owl STORM DRAIN DATA TABLE NO. BEARING RADIUS LENGTH REMARKS 1 N 15'03'02 "W 1.5' 32.73' 18" RCP 2 d=50 33'07" 45.00' 39.70' 18" RCP 3 N3530'05"E 1354.87 123.44' 18" RCP 4 N35 30'05"E 644 - 158.52' 18" RCP 5 21=45100100" 45.00' 1 35.34' 18" RCP 6 N09 2955"W 15.53' 18" RCP 7 N092955"W 18.03' 18" RCP 8 N3535'09 "E 111.94' 36" RCP 9 4=8931'51" 90.00' 140.63' 36" RCP 10 N535642"W 82.55' 36" RCP 11 A--0,3008'27" 40.00' 2.19' 36" RCP CONSTRUCTION NOTES LINE "B" STA. 11+98.97 CALLOUT VALUE CONSTRUCT MH NO. 1 PER RCFC & WCD SID MH251. 1.5' i 21 CONSTRUCT MH NO. 2 PER RCFC & WCD STD MH252 D21-5' CONSTRUCT MH NO. 4 PER RCFC & WCD STD MH254 1354.87 ©2 — CONSTRUCT CONCRETE LUG PER DETAIL ON SHEET 2 644 - CONSTRUCT CURB INLET CATCH BASIN PER RC TD STD NO. 300. ( IN FEET ) 1 inch = 40 ft Stantec Consulting, Inc. 277 Rancheros Drive Suite 300 Son Marcos, CA 92069 Tel. (760) 891-3200 Fax. (760) 891-3201 www.stantec.com 7 L RCF &V51 EWP 6 -JO -M DATE TRANSITION NO. 3 STRUCTURE TABLE LINE "B" STA. 11+98.97 CALLOUT VALUE A 45' B 1.5' C 3.96' D1 1.5' D21-5' ELEV. R 1354.91 1354.87 CONSTRUCT CONCRETE COLLAR PER RCFC & WCD STD U803 TRANSITION STRUCTURE NO. 3 PER RCFC & WCD TS'3O3 NO TE. ALL TRUNK LINES FOR AREA DRAIN CONNEC77ONS ARE CALLED OUT ON GRADING PLAN No. BGR 060230, � -, fff'<`, " , ���K EeatsrwtE@t\ CwY1PaaY e Na. 6328 QMQ I&WA A1tWI)E:1 bU ITEto Eq. 6/30/2016 r �uEeS(CE% CIA Q" fP 050117 BQR 050839 BENCHMARK DATUM AND ELEVA SHEET NO. BM 1419 NGS PID DX 1516, NGVD 29, ELEVATION 1419.95 COLMY OF RNSME MA�0 y BENCHMARK DESCRIPTION TRACT NO. 320Q 4" BRASS USGS SURVEY STANDARD CAP STAMPED 1419 16 SEA AND SET ON TOP OF A 4" IRON PIPE oNo. 80051 m BASIS OF BEARINGS W m CENTERLINE OF WINCHESTER ROAD AS SHOWN ON PARCEL ,��'TORM,DRAIN PLANS E.P. 6/3006 fi MAP NO. 30239 RECORDED JUNE 13, 2002 IN BOOD 202 * OF PARCEL MAPS AT PG. 5-6, DOC. NO. 2002-322460, STORM DRAINS - O & B HrT,' Clviv_ RIVERSIDE COUNTY RECORDS. I.E. N3535'09"E OF -17 SHTS OF CALIF SCALE: COUNTY HOR: AS SHOWN VERT. AS SHOWN Fes: W.O. FILE NO. 1#1 4*00 5-f00 6*00 NOO 8*00 9*00 so yr 80 120 160 IN FEET f .. p 0 STORM DRAIN DA TA TABLE NO. BEARING RADIUS LENGTH REMARKS 1 N54*2958"W — 14.80' 36" RCP 2 6=90'05'07" 22.50' 35.38' 36" RCP j N35*35'09"E — 239.78' 360 RCP 1355.35 N35 35'09"E STORM DRAIN PLANS 280.72' 36" RCP I inch = 40 ft rGAR4 0, CONSTRUCTION NOTES ?,IVC-V_X/DC, CA CiZSO.7 c FS Qtr OC )L CONSTRUCT MH NO. 2 PER RCFC & WCD STD A4H252. R\c-IIAAR_b G\t4CILL . fA @ @_ CONSTRUCT COLLAR 12" THROUGH 66" PER RCFC TS303. NO WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. 0;1;I01 SEAL -COUNTY 10*00 AM 0 gill 1;IjIlims 2:,- 0 / 1 0.25* x 0.25" GALVANIZED STEEL WIRE FABRIC. SEE DETAIL "F" FOR CONNECTION TO FRAME. J 'S" \_A 6m THICK CONC. WALL.-" (SEE DETAIL FOR RCP REINFORCEMENT). 2.00' 6" THICK CONC. SLAB (SEE DETAIL "Em FOR REINFORCEMENT). DETAIL "C"- DEBRIS SCREEN NTS 2" MIN. SCREEN FOLD 3/8" AISI 316 1 GALVANIZED STEEL-----,. ELEVA TION PLATE FOLD SCREEN OVER TYP % WALL MIN. 2*. STEEL WIRE FABRIC 0.25 x O.25w GALVANIZED KWIK BOLT II AISI 316 ROLM B GALVARSIMZEDD STEE ijGALVANIZED STEEL 1/2" DIA. WITH 3-1/2--J TIE (TYP.)MIN. EMBED. ALL BARS 0, 6" 2" MIN. SCREEN FOLD SPACING ALONG BARS GALVANIZED STEEL 4D BARS 0 6" VERTICAL EL EVA TION * 8y T 13 F' W 36" on ELEVATION 29" H 9" A CONSTRUCTION JOINT �, #4 30" D2 1.75" EL_R 1348,50 MIN. 1348.60_ EL. T 1355.35 BASIS OF BEARINGS CENTERLINE OF WINCHESTER ROAD AS SHOWN ON PARCEL STORM DRAIN PLANS EMBED. owl- OF PARCEL MAPS AT PG. 5-6, DOC. NO. 2002-322460,STORM DRAIN - 0 T7 CWF 2 MIN 6" THICK of SHT Ch0f SCALE: COUNTY CLR. CONC. SLAB FOR: W.O. FILE NO. @ 6m C/�7� I I I 2-#4 CONT. #4 4 0 2" < 'lei I I I I I :F:F: F- `5 Tf F A c4 11 11 1 A DETAIL 'E" SIDE OPENING � I I I I I I I DEBRIS SCREEN CONC. WALL & C4 1 11 SLAB REINFORCEMENT NTS#4 0 6" E.W. I r I _j D2 B OPENING T W T T PROTECTION BARS OPENING ON BOTH SIDES ELEV. T A 1354.50 .. . .. . . . 10.25" x 0.25" GALVANIZED STEEL WIRE FABRIC 1< DETAIL "F" (SECTION F - WIRE FABRIC CONNECTION TO DEBRIS SCREEN FRAME NTS COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: 717, L7f I ; I2_ SEE DETAIL F FOR CONNECTION TO FRAME. DETAIL "D" - DEBRIS SCREEN FRAME & FRAME CONNECTION TO WALL NTS Stantec Consulting, Inc. 277 Rancheros Drive Suite 300 Son Marcos, CA 92069 Tel. (760) 891-3200 Fox. (760) 891-3201 www.stantec.com Z'6=1 OP. 8-jo-m DA rE m PROFILE SCALe. HM. IAW VEW. f-4' V 8y T 8" W 36" L 29" H 9" A 36" DI 30" D2 1.75" EL_R 1348,50 EL. S 1348.60_ EL. T 1355.35 ELEV. R _..*_j A DEBRIS SCREEN :EL T 1348-50 1.0% MIN PER DETAIL C EL R K I Tc-! CN D2 OPENING 0 FRONT SECTION A -A SECTION B -B ELEV. S = 1348.6 BASIN INLETSTRUCTURE DETAIL CONSTRUCTION DETAIL PER RCFC MODIFIED CB 110 WR N I 'D m WINCHESTER ROAD: CAL TRANS PERMIT NO. 08 -05 -6 -MC -0505 IP 050117 SEWER: CAL TRANS PERMIT NO. 08 -05 -6 -UJ -0504 BGR 050839 BENCHMARK DALUM AND ELEVATION BM 1419 NGS PID DX 1516, NGVD 29, ELEVATION 1419.95 COUNTY OF FIVffroM SHEET NO. BENCHMARK DESCRIPTIONTRACT No. 320Q LS4 40 BRASS USGS SURVEY STANDARD CAP STAMPED 1419 SEA AND SET ON TOP OF A 4" IRON PIPE 17 6 BASIS OF BEARINGS CENTERLINE OF WINCHESTER ROAD AS SHOWN ON PARCEL STORM DRAIN PLANS MAP NO. 30239 RECORDED JUNE 13, 2002 IN BODO 202 owl- OF PARCEL MAPS AT PG. 5-6, DOC. NO. 2002-322460,STORM DRAIN - 0 T7 CWF RIVERSIDE COUNTY RECORDS. I.E. N35*35'09'E of SHT Ch0f SCALE: COUNTY HOR: AS SHOWN VERT- AS SHOWN FOR: W.O. FILE NO. w 0vek z CURB DATA I w 6 z NO. DELTA OR BRG. RADIUS LENGTH � REMARK Q a 119°13'41" LU m :2d 15.00' 31.21 6" TYPE A-6 CURB N 54°29'58" a W -- 91.03' 4" TYPE "C" CURB 3 N 35°30'02" =Q E -- 24.00' 6" TYPE "D" CURB 4 N 54°29'58" W -- 105.60' 4" TYPE "C" CURB d 11°06'47"1 62.00' 1 12.03' 14" TYPE "C" CURB 6 71°53'06"1 15.00'1 18.82' 6" TYPE A-6 CURB w 0vek z I w 6 z � `L , n Q cn Q � x a �X LU m :2d � 1364.2 TC Ln Lnz o r Z.- ZE a H 1364.15 FS i r CD Ln UJ �,,, =Q d I C4 C A U T I O N o ALL WORK WITHIN THE STATE X RIGHT—OF—WAY SHALL CONFORM Z UJ 1336�200TC EXACT LOCATION OF EXISTING TO CALTRANS REQUIREMENTS (1) x UNDERGROUND FACILITIES IS STANDARD PLANS, (2) STANDARD Ji w UNKNOWN. CONTRACTOR TO SPECIFICATIONS, AND (3) . VERIFY IN FIELD.2%CONST DIG ALERT NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL A PERMIT NOT COMMENCE UNTIL N ENCROACHMENT PE I _ AND/OR GRADING PERMIT HAS BEEN ISSUED. z CALL THE PRIVATE ENGINEER SIGNING THESE PLANS IS `4 RESPONSIBLE FOR ASSURING THE ACCURACY OF BEFORE DESIGN AND ACCEPTABILITY OF THE WORK HEREON. ©w YOU DIG! IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY c: - 1-800-227-2600 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE o 13- UNDERGROUND SERVICE ALERT ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR MARK I BY DA Call at least 2 working days prior to excavating. APPROVAL BY THE COUNTY. ENGINEER G;\ 17606\C1vi I\ 176061mp 17A.dgn I U+UU 11 +UU 11+UU REVISIONS N 1.00% N N N54° CONSTRUCTION NOTES 00.25' AC/ 0.58' C.A.B. CLASS II �AB O2 TYPE "A -6 -CURB PER RCTD STD 200 S� O3 TYPE "C"CURB PER RCTD STD 202 ROLLED CURB WAS A SELECTED OPTION BY THE DEVELOPER FOR THE PRIVATE STREETS WITHIN THIS S CQ DEVELOPMENT, AND ARE APPROVED BY TRANSPORTATION NFF%,SvRl ®TYPE 'D"CURB (6 -CURB FACE) PER RCTD STD 204 ACROSS GUTTER PER RCTD STD 209 & 209A 33.14 T CU 'B RAMP @CURB TRANSITION PER RCTD STD 211 5.32 PR It ' PP R PG� .15 TC 1 � T�tANSITIQN® REM©vE EXIST c0 ;tr,1 4+RR-51 �tff�t wRti Csvi cER 1.50% 11 5'TRANSITION— °1.4 lceJ.v/r�/ `. 10+9105 BCR MATCH EXIST�`f\, 0) 1363.10 TC ' 'N2FS° 16'17'W F " MP-, ° 11+31.12 EC' �� CURS RAMM� a '' 62.90 PGP FS _... PER A� y O 4t R + 8.29 ECR..= FFA< c 17k¢s3 TC) COURT '7 " l r 0& IM�TCH EXIST. s � ACCESS CASEMENT INSTRUME" NO: DATE OF RECORDATION: --_ 9 SEAL -ENGINEER 1770I0'NA AVENUE -SUITE 100 RIVERSIDE CA 92507 PROFESS/p 951.782.0707 (FAX)951.782.0723 � C'Q/Fti ENGINEERING COMPANY 'mkenglneering 0' R"o'side San Diego - Orange San Luis Obispo Bakersfeld - Sacramento - phoenix Ti Na. 63285 Exp. 6-30-16 PREPARED UNDER THE DIRECTION OF; 41 sT4�eOP CALF°RICHARD C. O'NEILL63285 COUNTY DATE:__ REGISTRATION EXPIRES 6-30-16 SCALE: 1" = 40' 40 0 40 80 BENCH MARK: 11" U507ri BGR 050839 SHEET NO. COUNTY OF RIVERSIDE SEE SHEET 1 STREET IMPROVEMENT PLAN 17A BELLASOL TR 32049 DRIVE '0' OF17ASHEETS g STA 10+00,00 - STA 11+36.18 SCALE' H1 1'=40' FOR: W.O. COUNTY VI 1' =4' FILE NO. O PLOT DATE: 21 -APR -2016 JN 17606 I /ROW 0 Q � x �X 10+00.00 i' 1364.2 TC = STA 10+OO.00 H 1364.15 FS i r C UJ �,,, =Q I C4 Z (n 1336�200TC x REVISIONS N 1.00% N N N54° CONSTRUCTION NOTES 00.25' AC/ 0.58' C.A.B. CLASS II �AB O2 TYPE "A -6 -CURB PER RCTD STD 200 S� O3 TYPE "C"CURB PER RCTD STD 202 ROLLED CURB WAS A SELECTED OPTION BY THE DEVELOPER FOR THE PRIVATE STREETS WITHIN THIS S CQ DEVELOPMENT, AND ARE APPROVED BY TRANSPORTATION NFF%,SvRl ®TYPE 'D"CURB (6 -CURB FACE) PER RCTD STD 204 ACROSS GUTTER PER RCTD STD 209 & 209A 33.14 T CU 'B RAMP @CURB TRANSITION PER RCTD STD 211 5.32 PR It ' PP R PG� .15 TC 1 � T�tANSITIQN® REM©vE EXIST c0 ;tr,1 4+RR-51 �tff�t wRti Csvi cER 1.50% 11 5'TRANSITION— °1.4 lceJ.v/r�/ `. 10+9105 BCR MATCH EXIST�`f\, 0) 1363.10 TC ' 'N2FS° 16'17'W F " MP-, ° 11+31.12 EC' �� CURS RAMM� a '' 62.90 PGP FS _... PER A� y O 4t R + 8.29 ECR..= FFA< c 17k¢s3 TC) COURT '7 " l r 0& IM�TCH EXIST. s � ACCESS CASEMENT INSTRUME" NO: DATE OF RECORDATION: --_ 9 SEAL -ENGINEER 1770I0'NA AVENUE -SUITE 100 RIVERSIDE CA 92507 PROFESS/p 951.782.0707 (FAX)951.782.0723 � C'Q/Fti ENGINEERING COMPANY 'mkenglneering 0' R"o'side San Diego - Orange San Luis Obispo Bakersfeld - Sacramento - phoenix Ti Na. 63285 Exp. 6-30-16 PREPARED UNDER THE DIRECTION OF; 41 sT4�eOP CALF°RICHARD C. O'NEILL63285 COUNTY DATE:__ REGISTRATION EXPIRES 6-30-16 SCALE: 1" = 40' 40 0 40 80 BENCH MARK: 11" U507ri BGR 050839 SHEET NO. COUNTY OF RIVERSIDE SEE SHEET 1 STREET IMPROVEMENT PLAN 17A BELLASOL TR 32049 DRIVE '0' OF17ASHEETS g STA 10+00,00 - STA 11+36.18 SCALE' H1 1'=40' FOR: W.O. COUNTY VI 1' =4' FILE NO. O PLOT DATE: 21 -APR -2016 JN 17606