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945rr_sd.,,,,,.RIVERSIDE COUNTY FLOOD CONTROL AND .,..WATER CONSERVATION DISTRICT 4 BEING A SUBDMSION OF A POR77ON OF PARCELS 1 THROUGH 5, INCLUSIVE, AS SHOWN BY PARCEL MAP 13711 ON FILE 1N BOOK 114, ., II� PACE .35 OF PARCEL MAPS, RECORDS OF R RSIDE COUNTY, CkIFORNM. LOCATED IN THE NORTHEAST OUARTER OF SEC77ON 31, SHUT NO. " NE 2 N BRNADINO *ER TITLE SHEET 1 GENERAL 1. THE CONTRACTOR SHALL CONSTRUCT THE FLOOD CONTROL IMPROVEMENTS SHOWN ON REINFORCING STEEL AND INCREASED TO A MINIMUM OF 3 1 /2" OVER REINFORCING INDEX SHEET 2 THE DRAWINGS IN CONFORMANCE WITH THE REQUIREMENTS OF THE RIVERSIDE COUNTY STEEL FOR BOX CULVERT, WHEN DESIGN VELOCITIES EXCEED 20' PER SECOND. THE LINE A - PLAN AND PROFILE 3 AND 4 FLOOD CONTROL AND WATER CONSERVATION DISTRICT'S (DISTRICT) M.O.U. STANDARD CONCRETE DESIGN STRENGTH FOR REINFORCED CONCRETE PIPE AND STRUCTURES IN LINE B -PLAN AND PROFILE 5 -- 7 SPECIFICATIONS DATED MARCH 2O20 AND DISTRICT STANDARD DRAWINGS. FOR THE THESE REACHES SHALL BE F'C=5,000 PSI FOR VELOCITIES EXCEEDING 20' PER SECOND LATEST STANDARD DRAWINGS, PLEASE REFER TO THE "ENGINEERING TOOLS" PAGE FOUND AND F'C=6,000 PSI FOR VELOCITIES EXCEEDING 30' PER SECOND. LINE C - PLAN AND PROFILE 8 ON THE "BUSINESS" SECTION OF THE DISTRICT'S WEBSITE. 25. CONSTRUCTION JOINTS FOR CALTRANS STANDARD REINFORCED CONCRETE BOX SHALL BE DETAILS 9 2. CONTACT THE ENCROACHMENT PERMIT ENGINEER AT 951.955.1266 IF AN ENCROACHMENT PLACED ACCORDING TO DISTRICT STANDARD DRAWING NO. BOX 401. CATCH BASIN DETAILS 10 PERMIT IS REQUIRED FROM THE DISTRICT. AFTER THE PERMIT IS ISSUED, THE DISTRICT MUST BE NOTIFIED ONE (1) WEEK PRIOR TO CONSTRUCTION. 26. ROCK FOR ACCESS ROADS, TURN AROUNDS AND OTHER AREAS WITHIN DISTRICT RIGHT OF WAY AS SHOWN ON THE PROJECT DRAWINGS AND AS DIRECTED BY THE ENGINEER R.C"F.C. &_ W.C. " STANDARD DRA 3. CONTACT CONSTRUCTION MANAGEMENT AT 951.955.1288 IF CONSTRUCTION INSPECTION SHALL MEET THE REQUIREMENTS FOR 1" X NO. 4 COARSE AGGREGATE AS PER SECTION WILL BE PERFORMED BY THE DISTRICT. THE DISTRICT MUST BE NOTIFIED TWENTY (20) 90-1.02C(4)(B) OF THE CALTRANS SPECIFICATIONS. X VALUES FOR ROCK GRADATION H251 MANHOLE NO. 1 DAYS PRIOR TO CONSTRUCTION. SHALL BE 75 AND 15 FOR 3/4" AND 3/8" RESPECTIVELY. ROCK SHALL ADDITIONALLY MEET THE SPREADING AND COMPACTION REQUIREMENTS OF SECTIONS 26-1.03D AND MH252 MANHOLE NO. 2 4. ALL STATIONING REFERS TO CENTERLINE OF CONSTRUCTION UNLESS OTHERWISE NOTED. 26-1.03E OF THE CALTRANS SPECIFICATIONS. FURTHERMORE, ROCK DEPTH SHALL NOT IV H254 MANHOLE NO. 4 5. STATIONING FOR LATERALS AND CONNECTOR PIPES REFER TO THE CENTERLINE EXCEED 3" AND SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER. ROCK SHALL NOT M}-j255 MANHOLE FRAME & COVER (NON -ROCKING INTERSECTION STATIONS. CONTAIN RECYCLED CONCRETE PRODUCTS. ( ) MH259 STANDARD DROP STEP 6. FORTY-EIGHT (48) HOURS BEFORE EXCAVATION, CALL UNDERGROUND SERVICE ALERT AT JS227 JUNCTION STRUCTURE NO. 2 1.800.227.2600. .. _ JS229 JUNCTION STRUCTURE NO. 4 7. ALL ELEVATIONS SHOWN ARE IN FEET AND DECIMALS THEREOF BASED ON THE NATIONAL TS303 TRANSIT{ON STRUCTURE NO. 3 GEODETIC VERTICAL DATUM OF 1929 (NGVD 29) AT RIVERSIDE COUNTY BENCHMARK M-11, ELEV. 1448.65 CH333 DRAINAGE APRON FOR ACCESS ROAD 8. ALL AMERICAN COORDINATESDECIMALS BASED NORTH DATUM (NAD 83), CALIFORNIACA FOR A E COORDINA SYSTEM (CCSZONE 6 AND FUYERS E COUNTY STANDARD DRAW EPOCH 2O10. STD. NO. 300 CURB INLET CATCH BASIN 9. ALL CROSS SECTIONS ARE TAKEN LOOKING DOWNSTREAM. STD. NO. 304 CURB SUPPORT DETAIL 10. ELEVATIONS OF UTILITIES ARE APPROXIMATE UNLESS OTHERWISE NOTED. STD. NO. 31`1 GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN SAN €3ERNARDINO COUNTY_ STD. NO. 608 MANHOLE FRAMES AND COVERS 11. UNLESS OTHERWISE SPECIFIED, MINIMUM STREET RECONSTRUCTION SHALL BE 4" TYPE -•- e 1 RIVERSIDE GOUNTY "A" HOT MIX ASPHALT OVER 6 " CLASS 2 AGGREGATE BASE, IN KIND, OR AS SPECIFIED BY THE ENGINEER. AUMESA DESERT ► R{VERSI CALTRANS ' ► Ai D DRAWNGS 12. OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL OF EXISTING CULVERTS, ORENO ANNING OHOT SPRINGS D89 STRAIGHT HEADWALL PIPES OR SIMILAR STRUCTURES TO BE ABANDONED SHALL BE SEALED WITH 6" OF C YAht-EY BEAU1ut CLASS "B" CONCRETE. 13. PIPE CONNECTED TO THE MAINLINE PIPE SHALL CONFORM TO JUNCTION STRUCTURE N0. CORD si LAKE CQMT RUCTION O AND 4 (JS 229) UNLESS OTHERWISE NOTED. 1 LAKE PERRIS PAL _ ES 1 HATED UANTI 1T IE . ..-�SPI�ING � � _ �, 14. PIPE BEDDING SHALL CONFORM TO DISTRICT STANDARD DRAWING NO. M815. 'Ar AN JACINTO 15. BH-1 INDICATES SOIL BORING LOCATIONS BASED ON THE SOILS REPORT DATED ERRIS 1--�GONSTRUCT 18" R.C.P. (SEE PROFILE FOR D-LOAD)-------- --- 829 L.F. OCTOBER 20, 2021. LOCATIONS SHOWN ARE APPROXIMATE. HEMET IQYLLWILD iY CONSTRUCT 24" R.C.P. (SEE PROFILE FOR D-LOAD) ---- ---- 512 L.F. CO({NTY 16. "V" IS THE DEPTH OF CATCH BASINS MEASURED FROM THE TOP OF CURB TO INVERT COUN LSINOREHEMET - 17. CATCH BASINS SHALL BE LOCATED SO THAT LOCAL DEPRESSION SHALL BEGIN AT CONSTRUCT 30" R.C.P. (SEE PROFILE FOR D- LOAD), -�--- 1123 L.F. OF CONNECTOR PIPE. "EASTSIDE� RESERVOIR RESERVOIR 4)-CONSTRUCT 36" R.C.P. (SEE PROFILE FOR D-LOAD)-------- 564 L.F. EXISTING CURB RETURN JOINT, UNLESS OTHERWISE SPECIFIED. E CONSTRUCT 42" R.C.P. (SEE PROFILE FOR D-LOAD)----------- 712 L.F. 18. ALL CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND OTHER EXISTING IMPROVEMENTS ARE C ER �� TO BE RECONSTRUCTED IN KIND AND AT THE SAME ELEVATION AND LOCATION AS THE PRO ECT � k6 -CONSTRUCT CURB INLET CATCH $AS{f�l PER R.C. STD. 30(? EXISTING IMPROVEMENTS UNLESS OTHERWISE NOTED. URRIET ANZA CONSTRUCT GUTTER DEPRESSION PER R.C. STD. 311---------- -- 1i EA. LOC TtON VAS. INSTALL TRITON FILTER INSERT PER REVEL 19. STANDARD DRAWINGS CALLED FOR ON THE PLAN AND PROFILE SHALL CONFORM TO SAN DIEGO} Ct' LAKE ENVIRONMENT MANUFACTURE DISTRICT STANDARD DRAWINGS UNLESS NOTED OTHERWISE. ` TEMECU 7�--CONSTRUCT M.H. NO. 1 PER R.C.F.C.&W.C.D. STD. MN251------ 7 EA. 20. THE CONTRACTOR IS REQUIRED TO CALL ALL UTILITY AGENCIES REGARDING TEMPORARY -------RIVERSIDE CO. AGUANGA SHORING AND SUPPORT REQUIREMENTS FOR THE VARIOUS UTILITY LINES SHOWN ON SAN DIEGO CO. (8 -CONSTRUCT M.H. NO. 2 PER R.C.F.C.&W.C.D. STD. MH252 ----- 5 EA. THESE PLANS. , 21. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT 9--CONSTRUCT M.H. NO. 4 PER R.C.F.C.&W.C.D. STD. MH254------- 2 EA. DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO "...'vCwy PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. 1~-CONSTRUCT JUNCTION STRUCTURE NO. 2 PER NOR TO NCJILE R.C.F.C.&W.C.D. STD. JS227 ----------------------- 11 EA. 22. APPROVAL OF THESE PLANS BY DISTRICT DOES NOT RELIEVE THE DEVELOPER'S ENGINEER OF RESPONSIBILITY FOR THE ENGINEERING DESIGN. IF FIELD CHANGES ARE 11 CONSTRUCT STRAIGHT HEADWALL PER CALTRANS STD. D89 --- 4 EA. REQUIRED, IT WILL BE THE RESPONSIBILITY OF THE DESIGN ENGINEER TO MAKE THE 1 NECESSARY CORRECTIONS. 1�--CONSTRUCT 30" CMP RISER PER DESILTING BASIN DETAIL_ ON SHEET 9 --- __--- - ----_r--.-------___. --- 3 EA. 23. THE CONTRACTOR OR DEVELOPER SHALL SECURE ALL REQUIRED ENCROACHMENT AND/OR oFEssro DRAINAGE APRON TO MATCH EXISTING 1,-INSTALL 1/2 TON RIP RAP ENERGY DISSIPATOR 124 C.Y. STATE AND FEDERAL REGULATORY PERMITS PRIOR TO THE COMMENCEMENT OF ANY QR H ______-'--- q� FOR 1 REVISION ONLY WORK. o DISTRICT ACCESS ROAD FINISHED SURFACE ELEVATIONS WHERE APRON 14ONSTRueT DRAINAGE APRON FOR VIOGESS ROAD PER 24. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES AND z J 6/22/23 MEETS ACCESS ROAD R e, , . .---------------------------- 2 EA. STRUCTURES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE w No. 47677 m m ;v DANIEL albwouRKE 4. = PE47677 DATE 16 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER se&o INC. R.C.F,C.&W.C.D. STD TS303 ----------------.: ----.- --_ 1 EA. s� cIV I�- tiP 41689 ENTERPRISE CIRCLE N. STE 126, IF IMqTF Lof Cps-1F0�� TEMECULA, CA 92590 17 CONSTRUCT 24"x24" BROOKS GR {NJLET AILDIGIC rwo-I 951-695-8900 R�` - ---- 2 EA. &RT VALLEY WIDE RECREAiiON �a _ �_-__ & PARK DISTRICT LID PRINCIPLE AREA 1 I `' No. 45702 18 INSTALL SOLID 6" PVC LINE---------- 303 LF Exp. 12/31/0--__-- 1f�U pIG1 rar cla x _ . F> i=> F2 E Q 9 - V 19 NSTALL FOSSIL FILTER PER STREET IMPROVEMENT PLANS, ---- A KOW SOME W- D fi SEE DETAILS IN IMPROVEMENT PLANS IP NO. 040092 -• DESIGNED BY ,e�r+rcx �eA�zrc �; „REviSIONS Stsntec Consulting, Inc. COUNTY OF RIVERSIDE WI CH E TER` HILLS' DESIGNER RIV. CO. DESIGNATION M 11 FD. AT DESIGNER 77 Rancheros Drive Suite 300 RIVERSIDE COUNTY FLOOD CONTROL PROJECT NO. DRAWN Y v:. B ARTMENT „ . , ; ; SW CORNER OF TNT. OF LEON RD & � UPDATED PLANS MR RESUBMITTAL SBao 5/31/23 BEC sn4/z3 � AND TRANSPORTATION DEP � :_ San Marcos CA 92069 #��' � r�.� � --IA x,: -- OLIVE AVE, 34 FT S. OF OLIVE AVE CL, `� WATER CONSERVATION DISTRICT PPROVED BY: CJ {�QJ7' TECHNICIAN 33 FT W. OF LEON RD. CL, 112 FT S. No. 55223 -; -- RECOMMENDED FOR APPROVAL BY DRAWING NO. Tel. (760) 891 3200 RECx +1M DE APPRo BY TRACT N . 3O 1 OF PP �1587639E, 3 FT N. OF A 3 O�•IECKED BY. � �` ,� Ems. s/30/tys � .�- ._:v�,._ - �. HIGH BARBED WIRE FNC. COR.POST, Fax. (760) 891 3201 r 4 7 . STORM DRAIN PLAN AND PROF ALUM. DISC SET ON TOP OF CONC. �% P WWW.StatiteC.Gt3lt1 PLANNING ENGINEER CHIEF ENGINEER PST. MRK. "RIV. CO. B. M. M-11 RESET DATE DRAWN: q ar PR EPt E;- . �,,r.�r R.C.E. NU 52 3 _ p _ TITLE ShIEET+�NO. ` LAJ 1971, RESET 1982. ELEV. - 1448.65 APPR. DATE APPR. DATE APPR. DATE �.. A SHEET 1 i 10 REF. DESCRIPTION FEB. 2007 DATE: !�i "� ENGINEER COUNTY RCFC&WCD EVAN G. WILKS D1TE DATE: IRECOMMENDED DATE. wUiny r-Hu iNIU. zl•+U-nn Cl) N u � N z 0 r— Q � W Cr W� it R� Cis 10 o y o ��U H ml lN flwk101, Ll- LA TA CB 13 LAT Al C8 6 100 114.1 c1 12 1 11 111 11 ►1IMl=j \,Ll r } r/2 f r4ik MILT BASIN NO 3 ` 1 61 rOk ' ` A t� kl $ 0 ` , $$ i REVISIONSJM# 4110915 mm=�COUNTY OF RiNtMSIDE 3i . - i • I� # r DESIGNER RIVERSIDE COUNTY FLOOD CONTROL PROjE0T Na ,.: sSon Marcos, CA 92069 •SW CORNER OF INT., OF LEON RD & AND5 WA SERVATtM Q�$�T APPROVED BY. - TECHNICIAN HIGH BARBED WIRE FNC. COR.POST, Fox. si s' ! ALUM. DISC SET ON TOP OF CONC. WWW.stantec.com $Rttt� PST. MRK#B.M. - ®���# F DRAWN: R`RECWMENDIED I wuiny riiC iw. Z• 10+00 3 +ate. z l--� + . 1450 ct Z!j O Z` xr_ C 0 �.. DELTA BEARING RADIUS LENGTH TANGENT A 44'5442" * 90.00, 70.55' 37.20' B N20'52'11 "E - 6.09' Cy N20f52' 11 "E - 112.20' D— E 20'37'13" * 90.00' 32.39' 16.37' F NW 14'58"E - 217.80' - G N2f07'49"W - 22.37' - H 6501130* ** 45.00' 51.20' 28..77' 1 N8745'02"W - 44.68' -- t1 2643'07" ** 45.00' 22.41' 11.52' K N46.58'08"E - 29.06' - L N24'07'49" W 25.15' — M N N20'S2'11 "E - 38.71' - 0 15'04'42" ** 45.00' 11.84' 5.96' P N86! 18'45"W - 2.09 - Q N8G 18'45"W - 2.39' - R N69'01'44"W - 9.36' - WATER QUALITY DESIGN. ass, , s * NIL 11 an." CCESS ROAD SID • - * * � { ) STRICT IoA"71ONS WHERE 449.1 PAD ON m N 01 OT No. 47677 ! r ! Y . 7 s td. tit t t ti /', q� • - a • _ a 4.9 ,�. _ ;' • r a r • r f » j • V! ll — a.. W i� , 1.4."�A.. i" � " " , ! • i _,... i .t. M • ••: 1 • s • ® � � ♦ r e •r • �, • • " .. i I IIII� ► . 'e?TE D ! •' i ICI i ! i 1 � • a. • ♦ ® - • � # f i i i i i i ' iN. i i . i - ! ► i i i ���� i " ® i • i74 • ii 1 . • ... .. - r708 _��� ► ► •• •� PREP d . i a.a .._.,.... 0 DELTA FARING RADIUS LENGTH TANGENT S N24`02'31 "W -- 269.85' -- county rile ivo. y4b-rcrc 'WIC6 '2 CD U K §j C-4 eq, + I- IC4, C - C 0; n X* 10,1 v (MAINTAINED BY TRANSPORTAMON UEPT d f= 1w + 7- 8 LP4 `2 BY - - ------ z -14jf�, J�18-T-. A5`­ _7 ED F __.tJNT-AI!N -B! VIV < 74 �B f AIN 7 _j j, F C N �YIIITN _4 �POMTA ON S 42 157'1,F "PER' PLAN' HERE TR T-1 1r)_ ,4, . ......... .. ---- ---- •4N T. LF' c6NST. I 24w LAT,A LATA-3- DEPT" i F ICI* I ANtPORTA110N 1, - 1 6 . * ... ....... t- . ... ... IL tl'53; ta t; 7 4 VY p '(CLAS, RC A S IV �O RCP 1; IV) 3 RCPJ 0 (CLASS i I 4 . . ...... LF (CLA'qR IV 1 RCPi WMIAINEDIS . ...... -J, 71 MAIN PRI .. .. . ..... j -N _DtP_T VAtE 4 t !S0`ORTAh 7 M 2 4TRANSPORTATION 1VF4 Utt' U AINTAINED �IBY' CONST 91331LF! I RTY fS STRUCTURE NO. 2 0 STA. 22+04.19 NO. 2 0 STA. 22+21.40 NO. 2 0 STA. 22+84.00 NO. 2 0 STA. 22+93.14 16 Lj rKVLt ZA;ALL: . . .... ....... LPROFILEf HIORIZ: 1 "=40' E ON 0 PEWPLAN HERE ON Pik ME t�, L -HERE v PER PLAN COUNTY OF RIVERSIDE STRUCTURE DATA TABLE 56# ?A "10' j6p DI D2 MAIN LATERAL LEFT LATERAL RIGHT m #4m, m_ Arm R S ESS 1 REVISION ONLY LINE NAME A B C E F G L NAME A B C E F G L, I . 3. 01 4# 6* 18' 1 18' 6' 4' W LINE A A5-2 4-T Ir 3.92' 3.06" 1.05' O.2.97' Nr 14"" .45 14.43 0 0 6/22/23 UU 45! 18" 4.82' 1.05' 0.88' 3.20' 30m --- 1444.45 1444.42 fr E,- 2X LINE A A5-3 3.02 0 a m m 2X 1 1 w No.47677 > 2X LINE A I A6 156.5-1 18'w 13.93' 2.27' 0.99' 1.01' 2.73' 30* 1 1444.82 1444.80 DANIEL 'ROURKE PE47677 DATE %0 2Z SB&O IN LINE A A-8 45! 18" 4.69* 3.07' 10.962-10.812'1118' 1 1 1 1 1 1 3001 1 1444.721 1444.76 sq Civil-�tiC) 41689 ENTERPRISE CIRCLE N. STE 126, C14 wm D SWR rF # p 7EMECULA, CA 92590 ­ 4 61)dmli 11_j 7# 4' 6" NO0`1 4'58NE nTIT#A m 1: 1 ET N5,V4 V N45! 14 10 W• # CONSTRUCT10N NOTES CONSTRUCTI W R.C.P. (SEE PROFILE FOR D-LOAD) CONSTRUCT 30" R.C.P. (SEE PROFILE FOR D-LOAD) CONSTRUCT CURB INLET CATCH BASIN PER R.C. STD. 300 CONSTRUCT GUTTER DEPRESSION PER R.C. STD. 311 (DEPRESSION CASE SHOWN IN PLAN VIEW) (D—CONSTRUCT M.H. NO. I PER R.C.F.C.&W.C.D. STD. MH251 (B>_CONSTRUCT M.H. NO. 2 PER R.C.F.C.&W.C.D. STD. MH252 8—CONSTRUCT JUNCTION STRUCTURE NO. 2 PER R.C.F.C.&W.C.D. STD. JS227 12 CONSTRUCT 30" HDPE RISER PER DEXTING BASIN DETAIL ON SHEET 9 LID PRINCIPLE AREA m Z, 4" PIPE LENGTHS WITH .7 BM ONE END 18 INSTALL SOLID 6"' Ej!%0 93016M.E. LINE 0 _: :111 WIT"AmAkUr9#11M NO SCALE 30* CMP RISER TO BE MAINTAINED BY w I I w + ul 0 mtr + PAD .0.1- L'I'LL­241 cr 00io Coe C,4 I &-INSTALL FOSSIL FILTER PER STREET IMPROVEMENT CL 0- Cq 'r� S S YV M PLANS w V-1.- C14 PLANS, SEE DETAILS IN IMPROVEMENT PLANS Td C4 CO 4m m m Q 0- C4 RkDn'IGA&I ; ""MMMIM& +0+ C) 8 twd +++ I.-V_ V_ ESSI /7 Iva- ff 2W 0 2LY 1w < No. 45702 DAW pi AN: STORM DRAIN LINE A, LATAQ, A A tgf�t� ym tea 19 d oat; Exp. 12/31 /08 w di (an cfvt%_ TOL Am i-900-2014m I kwh 40 it A PUBM 09FWICE Ff A5-9 A5-21 A5-3, A&ANDA8-, 0 IP NO. 040092 3*//V/IOZ UNDEFOWUMP SEMAM XMT DESIGNED BY - REVISIONS ENGINEER RCFC/ RGID Stantec Consulting, Inc. COUNTY OF RIVERSIDE IINCHESTER HILLS HMK DESIGNER fESSI 11111111111111000.� W RIV• CO. DESIGNATION M-11 - FD. AT UPDA70 PUWS MR RESUM17TAL SS&O 5131123 277 Rancheros Drive Suite 300 SIDE COUNTY FLOOD CONTR PROJECT NO. SW CORNER OF INT. OF LEON RD & DRAWN BY* AND TRANSPORTATION DEPARTMENT WINDY RIDGE LANE STORM DRAN San Marcos, CA 92069 ij 4-0-00574 OLIVE AVE, 34 FT S. OF OLIVE AVE CL, TECHNICIAN WATER C VATI ICT ApfflOVED BY• - 33 FT W. OF LEON RD. CL, 112 FT S. BY: BY: DRAWING NO. OF PP #1 587639E, 3 FT N. OF A S CHECKED BY. No 55223 Tel. (760) 891-3200 RECOMMENDED FOR APPROVAL` 40L- �. -,ff 34.07 TRACT NO. 30266-1 AVARA& 7- 4!gp�y HIGH BARBED WIRE FNC. COR.POST, E*.* 6/30/08 Fox. (760) 891-3201 4-878 ALUM. DISC SET ON TOP OF CONC. 'beitz — ALAN FRENCH DAM STORM DRAIN PLAN AND PROFILE --me www.stantec.com SHEET NO. DATE DRAWN: PREPARED. -MY: R.C.E, NO. 55223 PST. IRK. *RIV. CO. B. M. M-11 RESET OF �6.10-d ;P 1971, RESET 1982. ELEV. - 1448.65 LINE A, 4 OF 10 REF. DESCRIPTION APPR. DAM AM. DATE FEB. 2007 EVAN Ti WILKS DATE; -jFmr DAM RECOMMENDED DAM i uouriiy mie iw. y,+o-rcrc u a cl) c\j C-) 0 r- ,:, Q C) L0 uj L L . Ljjj 3 COUNTY OF RIVERSIDE STRUCTURE DATA TABLE �l ��NO.2 0 STA. 15+29.28 ,,JS NO.2 0 STA 15+78.62 (b DEL TAIBEARING RADIUS LENGTH TANGENT K I N24*02'31"W I -- 285.02' 14 if, m 11 1 Z K01:1 iI, a 11:11:4 110, 1 m Will wilm7-.T-.m Molt DEljA /BEARING mlw�T*l3&,mIIIIIIIIIIIIIIIIIIIl IMIM.9m N56*45'42"E �.Mmj N564542*E OwTat N20*52'1 Vv Of47'34n A VJ A 4, :* 'to RIT. CO. DESIGNAWN M-11 - FD. AT SW CORNER OF INT. OF LEON RD & OUVE AVE, 34 FT S, OF OLIVE AVE CL, 33 FT W. OF LEON RD. CL, 112 FT S. OF PP #1 587639E, 3 FT N. OF A 3 HIGH BARBED WIRECOR.POST, ALUM. DISC SET ON TOP OF CONC. PST. MRK "RIV. CO. B. RESET 1971. RESET 1982. ELEV. - 1448.65 J. 0 �0 <1 QNo.476�77 )M mm, �J'a\ Cr v I FO 1 REVISION 0 LY 6/22/23 DANIEL J. SB&O INVh'ROURKE PE47677 DATE 41689 ENTERPRISE CIRCLE N. S7E 126, 7EMECULA, CA 92590 951-695-8900 M f4it-i-t % -REVISIONS ENGINEER DESIGNED BY- DESIGNER DRAWN BY: TECHNICIAN �DATE DRAWN: FEB. 2007 *,LAN: STORM DRAIN LINE B, Bl-B AND Bl-C DRIVE No. 55223 p. 6 wont. RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT RECOMMENDED FOR APPROVAL t [01 ilk, ki e ` rr !1liq COUNTY OF RIVERSIDE PROJECT NO. DRAIMNG NO. # 4-878 N W O � N Q � z O L . CD W LLjW /z V W V cc O /O i ... .�.. �. �y ._ .. ,._ 7 j { gg i [ 14 .1 !YRV 3 9 8 N . PER..... LAN. M RE ON _ a : p PER .PLAN MERE ON COUNTY OF :E STRUCTURE DATA TABLE III II I I •� `vgmv�l Rim it] I r r ELEVATION ��� ,' i + *�� �q t ♦ . +. + �� * Y ����:�-����IIIIFIII1111www11wI�F1.������� ` r ;.: 40 . ! ! • ' STA. t •�.��;� w • • AwllFwwllwlp �� , + i. r 0 D ip J. ° Ro FZ N0.47677 m Asa\ cIVI�-�.Pi REVISION ONLY STORM DRAIN CENTERLINE DATA TART_ E WPM. i ! i + • + 6/22/23 DANIEL JtfO'ROURKE PE47677 DATE SB&O INC. 41689 ENTERPRISE CIRCLE N. STE 126, TOLL TEMECULA, CA 92590 A PUMX SERWW iW 951-695-8900 RIVE. CO. DESIGNATION M—•11 — FD. AT SW CORNER OF INT> OF LEON RD & OLIVE AVE, 34 FT S. OF OLIVE AVE CL, 33 FT W. OF LEON RD. CL, 112 FT S. OF PP #1587639E, 3 FT N. OF A 3' HIGIi BARBED WIRE FNC. COR.POST, ALUM. DISC SET ON TOP OF CONC. PST. MRK. "RIV. CO. B. M. M-11 RESET 1971, RESET 1982. ELEV. — 1448.65 • REVISIONS - - . DESIGNER n }_ ► .. BY - TECHNICIAN -� ICHECKED BY: DATE DRAWN: l iFEB. • +r 53 1450.4 i •:.: _r rur v rX1r r � Lrry C�J 'I PROFILE SCALE : MORIZY 1 -=40 > VER 1 —4 f► 1 PLAN: STORM DRAIN LINE 3 i M ■ ;. �z cim IP NO. 040092 277 Rancheros Drive Suite 300 RIVEftDE COUNTY FLOOD CONTROL PROJECT NO. Son Marcos, CA �.* _.= 1 DGE LAq,iRW* WATER CONSERVATION r .. • ! r No. 55223 Exp. 6/30/08 Tel. (760) 891-3200 RECOMMENDED FOR APPROVAL BY: APPROVED BY. TRACT NO. 1' . • DRAWING NO. 1 ! # 0 STORM DRIN a a e J �' •' _.� iALAN FRENCH _DATE, RECOMMENDED DATE: N N_ Q � z 0 L0 CD w W W 2 U it O �o y � to 2 RIVERSIDECOUNTY OF r I rm r m from .r :. ** 4' PIPE LENGTHS WITH 5• BEVEL ONE END SECTION @ 23+00 WINCHESTER HILL DRIVE N4 SCALE ;gip"" e q� FOR 1 REVISION ONLY z P, �, Z, I � � ? I ( 1 � � oNv X a r ^ $ rrr,, N io ` SD STA. 27+33.09 ` k, G cn Q u. rti $ , t �j`r 6/22/23 ;� 6 d• 00 w I --' Z W°a �; o m - - d cr z + + . c� 2 `' t FUTURE DESILT BASIN 1 1 1 w No.47677 m , r- fin- z' o o � PER TRACT 30266-2 DANIEL J. ROURKE PE47677 DA TE • o .- cv! r!'. U: bt r+. N --r ©,4 0 cn cat 0 ra ..3 ° '� � � � � � � o � ,T ? -- A / "` "�- f �1— CONSTRUCT 15 R.C.P. (SEE PROFILE FOR D--LOAD) SB&0 INC.c� cn cn (0 ZIT • d d t c ,ci cv I f,. , , s9T ory I\- � 41689 ENTERPRISE CIRCLE N. STE 126, s � r } + H - ` OF p,LZF O TEMECULA, CA 92590 ., Q ca .,ri ,�. , u: --- 951-695-8900 c� cn ur�rir� Ott I £ ` C(}NST 30R.C.P. (SEE PROFILE FOR D-LOAD} r f8 y ; ��TRAUT NO, 30285 1 &-CONSTRUCT a 36- R.C.P. {SEE PROFILE FOR D-LOAD} PHA E r ! ')j if PAW ESSt CONSTRUCT M.H. NO. 1 PER R.C,F.C.&W'.C.1. STD. MM251 x. fCRT Dri !� 40404 A11114011 i [ i ? ` f ?-(9D--CONSTRUCT M.H. NO. 4 44f!' .2n' + 0 2r!' ,�. 45702 ( L LID PRINCIPLE AREA Exp. 12J31J08 1`8 INSTAL SOLID 6 PVC LINE YOU on TOLL �- 40n PLP.AN. STORM DRAIN LINE B, LAT S5 AND LAT. C-2 � CAi-` 1 A IP N4. 040092 DESIGNED BY „ REVISIONS ENGINEER RCFC f RCTD Stant@C Consulting, Inc. COUNTY OF RIVERSIDE WI RC M S TER HILLS _ DESIGNER ESs/ a .e PROJECT N uPvanv PUNs � REsueiuirra� seam 5/st/zs :.. � ...SIDE COUNTY FLOOD CONTR a ,� � ,. aJEC O. RIV. CO. DESIGNATION M 11 FD. AT 0 277 Rancheros Drive Suite 300 � � ., DRAYM BY: C m} P c SW CORNER OF INT. OF LEON RD & AND TRANSPORTATION DEPARTMENT YIU, L I� _.. r� ,rx. San Marcos, CA 92069 . ,_AiU 4--0 00 74 OLIVE AVE, 34 FT S. OF OLIVE AVE CL, WATER C. VATI4N ICT APPROVED BY. TECHNICIAN 33 FT W. OF LEON RD. CL, 112 FT S. DRAWING NO. No. 55223 Tel. (760) 891-3200 RECWMENDED FOR APPROVAL BY: PROVED BY: TRACT NO. 30266-1 OF PP #15 7639E, 3 FT N. OF A 3 CHECKED BY.. o F.x . 6 30 O ' ..,.. HIGH BARBED WIRE FNC. COR.POST, p / pilFox. (760) 891--3201 STORM, DRAIN PLAN AND PROFILE 4 87 n ALUM. DISC SET ON TOP OF CONC. �► * * www.stantec.com -- AL AN FRE%ICH DATE:' � Q PST. MRK. "RIV. CO. B. M. M-11 RESET DATE DRAwNsq V'` PR EPAEET NO. 1971, RESET 1982. ELEV. - 1448.65 CAt-� ....-�"9"�rr""C... R.C.E.r�cnett. 552�3 F LINE B 7 OF 10 REF DESCRIPTION APPR. DATE APPR. DATE FEB. 2007 EVAN G. WILKS DATE: / O'7 I?ATE DED DATE! County rile INo. y49-KK N N o 26 z 0 L0 cD W W Z Z LJ F• (51 0 O U a r r: (01to IZ —0 25Il-' lz1—'I—'STORM BRAIN EASEMENT TO RCTD ---COUNTY OF ! DATA TABLE NO. `, STA. 10+97.49��®� ICE 'LAN V VADE RCTD MAINTENANCE ACCESS LOAD PER TRACT MAP 30266-1 UFFTRACK TURF BLOCK PER LU ANDSCAPE PLAN, J t FAQ +7 No. 30205 PHA Sr 2 11-0 - .. 4 oa �- 'fi fi� FO REVISION 0 "- Y ••" If 11/1 6' 8, 9' 8""RIP—R e)/Z ! A 12 DEEP 6/22/23 23'c ci. ` .SECTION DANIEL J. ROURKE PE47677 DATE` s A -A 4168 INC. fp 41689 ENTERPRISE CIRCLE N. STE 126, On �+ TEMECULA, CA 92590 .,NO � O SCALE 951-695-8900 140#4601t It REVISIONS ENGINEER RCFC RCTD DESIGNED BY - DESIGNER /3 � 1 23 ESS'r + UPDATED PLANS FOR RESUBMITTAL SB&O 5 DRAWN 6Y ! � TECHNICIAN No. 552 +3 � s/3cal� >k >k MATE DRAWN: 1� Pf2EF REF. DESCRIPTION APPR. DATE APPR. DATE FEB. 2007 E V 1 1 ■ I�®� rlr PLAN: STORM DRAIN LINE C, LAT Cl AND C2 01 Rancheros its' i i !!i ! 1 ! i Son Marcos,92069 .0891-3201 www.stantec.COM R.C.E.NO. LKS DATE: STORM RAIN CENTERLINE DATA TABLE DELTA BEARING RADIUS t1FNGTFI TANGENT A 35'3736" ** 45.00' 26.41' 13.60' B NW02'27V — 87.27' — C I— — D NCB" 11' 18"E 269.03' E N45'02'27"YIi - 94.03, — * 4' PIPE LENGTHS WITH 5 BEVEL ONE END a TABLE 12+90.16 CALLOUT VALUE H 4.20' L 25.OQ' Ell". 11455.00 STORM DRAIN EASEMENT M .4% VARIES SD (1' MIN.) cy SECTION 0 13+00 3'- NO SCALE f fi 801 w� !Q� ] V CONSTRUCTION TES &_ CONSTRUCT 18" R.C.P. (SEE PROFILE FOR D-LOAD) 61 ., 0. z! CONSTRUCT 24 R.C.P. (SEE PROFILE FOR D—LOAD) a cn 'off l 7 S CONSTRUCT M.H. NO. 1 PER R.C.F.C.dcW.C.D. STD. MH251 1 V Q — — -- -- -- -- .._ -- — 1 Q ((€ , CONSTRUCT JUNCTION STRUCTURE NO. 2 PER ® l R.C.F.C.+&W C.D. STD. JS227 . to cv 11 CONSTRUCT HEOALL PER cALTRANs DETAIL 089, SEE TABLE THIS SHEET. M!{4!{!',',rr�i��rr Z � 12 CONSTRUCT 30" HDPE RISER PER DESILTING BASIN DETAIL ON SHEET 13 INSTALL 1 /2 TON RIP RAP ENERGY DISSIPATOR d € d Q } F/o No. 45702 �'a 4ty 2w 0 AV 4�!' Exp. 12/31 f 48 �Ir --- ' q CIVIL t er n aria fob. �-� IP NO. 040092 COUNTY OF RIVERSIDE W NCr ASTER HILLS " m PROJECT NO. TR N oRTA-noN DEPARTMENT t O } A SP i►Y �! ;tF� 1� APPROVED BY: 4 O OC�S74 N TRACT �. 26-1 DRAWING a. STORM DRAIN- PLAN AND PROFILE 878 Al -AN 1 REN H DATE: SHEETNO. 1 RECOMMENDED DA c -3a—d7 8 OF 1 . . LINE C Co 0 0 Ln M' Q Q3 75 fi co Ln r_ cu a S d 0 +-� m a Q i uounry mie m. y,+o-m 5' R BERM N 0 A 1 d 3" P.C.C. LINING ON EMERGENCY SPILLWAY W= 20.00' 3140 ON CRUSM ROCK COME 10P OF BERM ALL AROUND AGNAli FABRC DEB' PETNL &LOW r O' : PLATE »•,,. t �, r14 • r e r• O.C. •f a� ,.:r!a!i!ifa!ili�s!° �sSa!sS�!i!iSiriz.. i r I i` MINT III IME I. -I , L 6" CONCRETE CLASS 19' 1' MIN f �, i 8 24N 4 REBA25 me C, � SPACED EVENLY W/ s" x s" — 10 G M9RE MESH DRAINAGEAPR FOR ACCESS ROAD (CH333) SLOPE 1 (N.T.S. FOR LOCATION, SEE SHEET 3 DIA PER PLAN 3 fL aEV PER S D. PLAN iv Q 30' P.C.C. AnrcHrrR BLOCK, 12" TcIICK (MIN.) 11W MIN. x 2" S EEI. STRAP WITH 3 f 8" BOLT Q f (STEEL STRAP SHOULD FIT TIGHT ON THE EX ©A DETAIL (PRIVATE) PRIVATE) RISER WHEN THE 3/8 0.60 STEEL REINFORCINGCING BOLT IS TIGI�ENED} 1 � 15' RAMP UP ACCESS ROAD (N.T.S.) 11' WIDE EASEMENT IF NOT ALREADY ER CH333 " FOR LOCATION, SEE SHEET 4, 6 AND 8 A VALLEMIDE MAINTENANCE" AREA 1 Q:1 4Z M AGEDETAL (SUCH AS A SLOPE AX.1 \ MAXM } FACING THE STREET} 8 WIDE 810-SWALE (N.T.S.) 2 ` CUTOFF WALL 6' SIDEWALK 1' 3.5' 2' 2.5' FACE OF WALL EASM'T. LINE LOT 59 LOT LINE 68' MIN.. j TOP OF SLOPE LOT 11 59' MIN, SDWL LOT 10 100.00 100.12 1t448.50 PAD GRASS LINED 1449.1 PAD S" CUhfiCRETE CLASS 'I3' XF C8 100.32 99.42 TC 2.%' BW 2% FG 99. 5 1 ETA? YR. EMERGIrNC"Y �1 FL . �•1 3#1 OVERFLOW W.S.E. Z FG P _.. — z 1446.8 MAX ELEV. FiJ1iIDr STR4/GHT _ 18 ADS — NYLOPLAST DRAIN BASIN COUPLE INT PER PLAASSEMBLY CATCH BASIN ° CLASS 2 - tO LOCKING GRA E. THE GRATE S�TO BE SECT —A ` SP �LWA i FOR LOCATION, SEE SHEET 5 TD STD 3OO CONCRETE �' DUCTILE IRON, SLOTTED, WITH A WITH FOSSIL FILTER �° •"� �--6 PVC PEDESTRIAN RATING MEETING H-1 fl FOR LOCATION, ' p J,=l X MN. " 6 di SPECIFICATIONS SEE DETAIL ON SHEET SEE SHEET 3 it CL-200 SDR-35 UNDERDRAIN 3 *18" RCP STUB SLEEVE ' 18 RCP (CLASS IV) . -..�.. ,� PROPERTY LINE LOT 62 .c - , TO CONNECT TO STORM F CLASS 2 .--�, 18 RCP 20 TRACT BOUNDARY CONCRETE -_ `• �'` DRAIN SYSTEM SEE SECTION 'Z-Z'- 6 4 HDPE ADS /: ,rf' (CLASS IV) AT RIGHT N-12 CORRUGATED j I �'». LOT 1 15, PHASE 2 DRAIN PIPE AT ( 6" PVC 1451.0 1451.0 TOP IL STREET SLOPE OR ° , : CL-200 PAD OF BERM MAINTAINEDBY RCTD MAINTAINED BY VALLEYWIDE 0.50% MIN. ° 1 100 YR. EMERGENCY NDERDrRAIN OUTLET DETAIL ": .l OVERFLOW W.S.E. U ,fir mw � � �r� � Sz �. TOP OF HEADWALL S LINE c4 1448.0 MAX ELEVATION w. F.. ., m ,. .- LID PRINCIPLE AREA SLOPED 8.5:1 TO NT `$ CENTER OF THE 22.00' HEADWALL SEC i SPILLWAY 2.50' p 2.50'�, FOR LOCATIONN., SEE SEE SHEET 5 WCTON 'E-E' 25.00' �---1 C MAIN A - _ — — — -- — 10.00' PIPE 15.00' x. (N.T.S.) a � CONCRETE TW=1456.00 FOR LOCATION, SEE SHEET 3 Cli I 36 1 DRAINAGE ,r' l RCP TF=1437.50 l 11438.05 INV SWALE TO ' 13, MATCH TOP N f 24 �, WEE MOTIRG OF WALL .r TF=1451.80 / 1452.35 INV co 1-7 0 HEADWALL DETAL LINE 'A' OUTLET STA 12+89.35 (LOOK G UP STFEAM (N.T.S.) TOP OF HEADWALL AD &L DETAL LINE !01 T TA 11+2 . om FOR LOCATION, SEE SHEET 3 SLOPED 8.5:1 TO CENTER OF THE (N.T.S. FOR 1 REVISION O Y HEADWALL ) �. 17.00' ., . „ FOR LOCATION, SEE SHEET 8 6/22/23 25.00' 15.00' PIPE 10.00, TW=1458.67 TF=1454.47 4,/ 1455.00 INV 'ROURKE DANIEL J. PE47677 DATE SB&O INC..- 41689 ENTERPRISE CIRCLE N. STE 126, coo / CONCRETE TEMECULA, CA 92590 �� �,� �' �RoG �ti�, j 42" � DRAINAGE 951-695-8900 RCP SWALE TO No.47677 a TF=1438.73 . MATCH TOP 'c•t. .ow F kpA cIV IL OF WALL WALL roms= 9 � !1 FOR LOCATION, f • t »: i ® r � ® � Ili i , 0 8clo- _ I . ! mg . - r or. stmdec Inc. antcliff COUNTY OF RIVERSIDE DESIGNER PROJECT NO. RIV. CO. DESIGNATION M-11 — FD. AT 277 Rancheros Drive Suite 300 RIVERSIDE COUNTY FLOOD CONTROL OLIVE' AVE, 34 FT S. OF OUVE AVE CL, OM74 WATER • ! DISTRICTBy OF ! •i s sf wt t�► tw .-.t ®.et at r , !" ! r ! ! f 4 " OF •�r 587639E, , sN. �. � � M i1 a e s .f ire a • f. � f lV / CO.HIGH BARBED WIRE FNC. COR.POST, Ex Ai DAM AWM. DISC SET ON TOP OF CONC. www.stantec.com SHEET . BRESET. ! DRAWN: .PREP ! s: 9 OF 0 FEB.2007 e • m t►► . MAW APRON FOR ACCESS ROAD (CM= Y L1VfY4sfTG f G 41liJJ P NAL ounty File No. 945-RR P�pp__1191 56' ON CURB ON CURB ON CURB A.50' N (NO *(j C*4 + + ICN4 C4 -4 Q) 6" W rm% rm"wo r mmi� N CURB + a. V_ -0 ON CURS_.QN CURB 6.50' ON CUM tot �tc V4, � MI) ti W)tz 1�6 VV�A^O�!- tZz Nati;� C14 t4: tc ic CATCH S4M NO. 4 IMME I - = 5, COOUNGREEN COURT SEE SHEET NO. 3 GREE)YnELD DRIVE• - SEE SHEET AAO. 3 GREENFIIELD DRIVE - SEE SHEET NO J LOCAL DEPRESSION PER RIVERSIDE COUNTY LOCAL DEPRESSION PER RIVERSIDE COUNTY LOCAL DEPRESSION PER RIVERSIDE COUNTY STD NO. 311 -CASE C STV NO. 311 --1 C STD NO. 3 11 -CASE C J. III C W ON T. 1w .1,50 -3.wl J.501 6. X' ON CURB av Cum av cum, av Cufiv aw, 6,50' ON cum ON _.0)V CUR8 650' ON CURB 6.50'ON CURB CURS CURS 6.,V' ON CURB 6.50' M cow zoo, av am ZOO' ON CURB ON CURB, NLq N v NN k4lic 'Clot to Rw Q 1,40 4.*, 4,,j 1,",) tC IOU: LC ta: g gt2 ku go 0) Itc 91wU 1,z 1omz r.5 "O),�3 :m NZ 'Q'i "all IC r13 Q� K3 04 R3 + + + ig 0i 00�Y,••T6 T 4 'Z!6 + z Z146 V + + 4 v +4j + VIVO N to t+0 C4 6 + n"Itz, Z x- �s 40) :_z 01 It 4z) log `* (3 j (j J, _j _IL4 � � ta: t� _•; '.-.( I C� r's �j $4 LiL* -, $-: tA: is t •4CS _4 5t -I ;5(j - "I ?K ts, IIIs •I.: k fln t� t�; d t7; t7; _j 1A A 9 ,j ONO' T- 6' W 7' r, - 6" ' T 6 AV r W 14W 7' r 6" T= 6 W= 7' T= 6' Wro gm �6171wfwf HZ)FIT-IFIre I I _� �bw. FLOW FLOW FLOW FLOW' FLOW FLOW low v4 \!L6 \L�C CA TCW BANV NO. 5 CATCH BA 'NC. 6 CATCH BASNIV IYO. 7 CATCH BASW NO. 8 SCALE: 1 - = 535U.- IV = 3v SCALE: 1"- 5' r. 1- = 3' COOLINGREEN COURT - SEE SHEET NO 4 COOLINGREEN COURT - SEE - SHEET NO. 4 COOUNGREEN COURT - SEE SHEET NO. 4 WNCHESTER HILL DRIVE - SEE SHEET NO. 4 LOCAL DEPRESSION PER RIVERSIDE COUNTY LOCAL DEPRESSION PER RIVERSIDE COUNTY LOCAL DEPRESSION PER RIVERSIDE COUNTY LOCAL DEPRESSION PER RIVERSIDE COUNTY STD NO. 3 11 -CASE C STD NO. NO. 311-CASE 8 SM NO. 3 11 -CASE C OQRpFESSjpNq J.50 J.50" J.50, 3,501 3.50" j.501 6.50' ON CURB ON ON CURB, 6.50' ON CURB ti 6.50' ON CURB ON CURB ON CURB 6.50' ON CURB 6.50' ON CURB ON CURB ON CURB -6.50' ON CURB 3.50' 5.50' 5.50' mk 11Z rn ON CURB ON CURB CURB -6.50' ON CURB 0324: kN P4 L_Aj ON 0) N CDo m m zz (3 LZ LU No.47677 __1zC3 ixij VQ4: SC3 1A: R -M QO ♦C-15 t4 • sat's Z . 'I + go its MID .!46 n fj Nit Ls ty C-1v I\- + — �w W_ N z +61A. C *'* iy wim --I- ;� 'N vrz, N 0 W_ V_ + * K Flo Tin- iQ i�:Z LA: s 1_11Z ILI: 1E (n _j FO REVISION Oy� Y Ln 6/22/23 ZZ T 6*- W 7' T 6100 co CD T 6* W= 7' T- 6' T,- W �-,7' T 6* C4 o + 100 041 -1 ab T 6. W 7' Tw 6" FLOW DANIEL Jj'ROURKE PE47677 DATE FL 4n-ow T I I FLOW C4 C4 C14 FLOW FLOW 1K SB&O INC.' FLOW FLOW FLOW C,4 FLOWzs 41689 ENTERPRISE CIRCLE NO STE 126, No T TEMECULA, CA 92590 FEZ CL 951-695-8900 CD FLOW Now 410 C aM<,B' MARK- IN RIV. CO. DESIGNATION M-11 - FD. AT SW CORNER OF INT. OF LEON RD & OLIVE AVE, 34 FT S. OF OLIVE AVE CL, 33 FT W. OF ON RD. CL, 112 FT S. OF PP #1 587639E, 3 FT N. OF A 3' HIGH BARBED WIRE FNC. CORPOST, ALUM. DISC SET ON TOP OF CONIC. PST. MRK. "RIV. CO. B. M. M-11 RESET 1971, RESET 1982. ELEV. - 1448.65 RR CATCH BASW NO. 9 CATCH BA 'W NO. 10 CATCH BASN NO. ft No. 45702 CATCH BA SW NO. 12 IN Exp. 12/311/08 Mwr: I = 31 SC4LE, 1 31, SCALE: 1 5' WINDY RIDGE LANE - SEE SHEET NO. 5 MAOY RIDGE LANE - SEE SHEET NO 5 WINDY RIDGE LANE - SEE SHEET NO 6 CQI v o- WINCHESTER HILL DRIVE - SEE SHEET NO. 6 LOCAL DEPRESSION PER RIVERSIDE COUNTY Lorw DEPRESSION PER mmsibE COUNTY LOCAL DEPRESSION PER RIVERSIDE COUNTY LOCAL DEPRESSION PER RIVERSIDE COUNTY STD NO. 3 11 -CASE C STV NO. 5 11 -1 B S70 NO. 311 -rASE C STD NO. 3 11 -CASE C 1P N10. 0400922 DESGNED BY: REVISIONS ENGINEER RCFC/ RCTD Istantec conewtM911 Inc. COUNTY OF RIVERSIDE WINCHESTER HILLS L 0 DESIGNER PROJECT NO. UPDATM P"NS FM ft-SUBMITrAL SSW 51.3112.3 ESSI +> 277 Rancheros Drive Suite 300 SIDE COUNTY FLOOD CONTR i AWN 0 Y.- AND TRrNPORR"MUR WARMT WINDY RIDGE -LANE STORM ORAIN" 4-0-00574 San Marcos, CA 92069 TECHNICIAN WATER C VIA ICT APPROVED BY., a No. 652 Tel'. V60), 891-3200 RECOMMEMDE11) FM AMOVAL BY: DRAWING NO. CHECKED BY: MACT NO. 30266-1 Exp. -6/30/08 Fox. (760) 891-3201 STORM DRAIN PLAN AND PROFILE 4-878 www.stctntec.corn V aA%C ALM FRENCH DAM V SHEET NO. DATE DRAM: _FC0.ram 55223 �O R,C,E. 1 -.30-0 OF"CAL q0 DESCRIP110N APPR. DATE APPR. DATE FEB. 2007 DATE: - DATE: CATCH BASIN DETAILS 10 OF 10 EVAN G, WILKS DATE-- RECOMMENDED County File No. 945-RR