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933bb_sd (2) RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT � '� BANNIN Q Outs VALL&BEAUIRWf 10 �-•` Q(AYE 1�yq�,S P[Rrvs SPR n flCyys JAC1 CAA TION i4WMr 15 p HEMEA • 1IWILD INDEX SHEET NO.: •ALN RESEMD'R RRFSERVO'R SIMPSON ROADA°'E I . ......__ ... i TITLE SHEET 1 1 MU,4,41ET ANZA PLAN & PROFILE 2.5 o\ ........ .� cPROFILES 6TFMECO O t ,5 RA'earrDe m. AGUANGA _.._.. _.._..24V 6'E4D IXl .._... R w VICINITY MAP - 4 W GENERAL NOTES NTS R.C.F.C. & W.C.D. STANDARD DRAWINGS Z n z m 1. THE CONTRACTOR SHALL CONSTRUCT THE FLOOD CONTROL IMPROVEMENTS SHOWN ON THE DRAWINGS JS 226 JUNCTION STRUCTURE No.t wl ¢ 3 N III CONFORMANCE WITH THE REQUIREMENTS OF THE RIVERSIDE COUNTY FLOOD CONTROL AND J DOMENiGON] WATER CONSERVATION DISTRICT'S M.O.U.STANDARD SPECIFICATIONS DATED SEPTEMBER 1984, MH 255 P.IANHOLE FRAME & COVER NON-ROCKING �+ SALT CREEK CHANNEL " I_ PARKWAY AND DESIGN MANUAL STANDARD DRAWINGS DATED MAY 1971. TS 303 TRANSITION STRUCTURE No.3 N PROPOSED 2. AN ENCROACHMENT PERMIT IS REQUIRED FROM RIVERSIDE COUNTY FLOOD CONTROL. CONTACT ED M 816 CONCRETE BULKHEAD •'+ NEWPORT ROAD LOTZ AT 909/955.1266. AFTER THE PERMIT IS ISSUED THE DISTRICT MUST BE NOTIFIED ONE WEEK i NEWPORT ROAD PRIOR TO CONSTRUCTION. M 814 ABBREVIATIONS AND SYMBOLS - w PATTON AVENUE 79 M 815 BEDDING AND PAY LINES - - 3. CONSTRUCTION INSPECTION WILL BE PERFORMED BY RIVERSIDE COUNTY FLOOD CONTROL. CONTACT DALE ANDERSON AT 9091955-1268. THE DISTRICT MUST BE NOTIFIED TWENTY DAYS (20) PRIOR TO sera s T s CONSTRUCTION. R.C.T.D. STANDARD DRAWINGS 4. ALL STATIONING REFERS TO CENTERLINE OF CONSTRUCTION UNLESS OTHERWISE NOTED. PROPOSED ` STD.NO.300 CATCH BASIN NO. 1 NEWPORT ROAD \ 5. STATIONING FOR LATERALS AND CONNECTOR PIPE REFER TO THE CENTERLINE INTERSECTION STATIONS. \ NEWPORT ROAD 6. FORTY-EIGHT HOURS BEFORE EXCAVATION,CALL UNDERGROUND SERVICE ALERT 1-800-422-4133, CALTRANS STANDARD PLANS \ 7. ALL ELEVATIONS SHOWN ARE IN FEET AND DECIMALS THEREOF BASED ON U.S.C.& G.S.DATUM. u I A 080 CAST-N ° IN -PLA' REINFORCED CCNCRET-_- 8. ALL CROSS SECTIONS ARE TAKEN LOOKING DC`,`;NSTREAM. SINGLE 2OX '"' ` ERT \ 9. ELEVATIONS OF UTILITIES ARE APPROXIMATE UNLESS OTHERWISE NOTED. C82 CAST-' -PLACE REINFORCED CCNCRETE u, I :.'.:SCELL?.PJEOIJS 10. OPENINGS RESULTING FROM THE CUTTING Ofl PARTIAL REMOVAL OF EXISTING CULVERTS,PIPES CR pOGA 20X CJ!:'C-?.T CULV2"'.T „r...PED ;'!INET:DETAILSLLS SIMILAR STRUCTURES TO BE ABANDONED SHALL SE SEALED WITH 6' CF CLASS "S" CONCRETE. INDEX MAP 11. PIPE CONNECTED TO THE MAINLINE PIPE SHALL CONFORM TO JUNCTION STRUCTURE N0.4 (JS 229) UNLESS OTHERWISE NOTED. NTS 12. PIPE BEDDING SHALL CONFORM TO RCFC & WCD STD- DWG.NO. M815 EXCEPT FOR COVER <2 FEET. FOR COVER <2 FEET, CONCRETE SLURRY (2000 PSI-2 SACK) SHALL BE USED. THE ENTIRE TRENCH SHALL BE SLURRY EXTENDING 4 INCHES 6".INIMUM AND 12 INCHES MAXIMU.'ll ABOVE THE TOP OF THE PIPE. 13. 'V" IS THE DEPTH OF CONCRETE DROP INLET ....EASL'RED FROM THE TOP OF INLET TO INVERT OF CONNECTOR PIPE. 14. CATCH BASINS SHALL BE LOCATED SO THAT LOCAL DEPRESSION SHALL BEGIN AT EXISTING CURB RETURN JOINT, UNLESS OTHERWISE SPECIFIED. 15. ALL CURBS,GUTTER,SIDEWALKS,DRIVEWAYS AND OTHER EXISTING IMPROVEMENTS TO BE RECONSTRUCTED IN KIND AND AT THE SAME ELEVATION AND LOCATION AS THE EXISTING IMPROVE: __i TS U::13'S OTHERWISE NOTED. 16. STANDARD DRAWINGS CALLED FOR ON THE PLAN AND PROFILE SHALL CONFORM TO RCFC i & WCD STANDARD CRA:'/iNGS OR RCTD STANDARD FLANS UNLESS NOTED OTHERWISE. 17. THE CONTRACTOR IS REQUIRED TO CLL ALL UTILITY AGENCIES REGARDING TEMPORARY SHORING 4 AND SUPPORT REQUIR'EN;ENTS FOR THE VARIOUS UTILITY LINES SHOWN ON THESE PLANS. 18. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. 19. APPROVAL OF THESE PLANS BY THE RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSER. VATION DISTRICT DOES NOT RELIEVE THE DEVELOPER'S ENGINEER OF RESPONSIBILITY FOR THE FNGINEERI:G3 D2SIGN. IF FIELD CHANGES ARE REQUIRED,IT WILL BE THE RESPONSIBILTY OF THE DESIGN TO MAKE THE NECESSARY CORRECTIONS. 1 20. THE CONTRACTOR OR DEVELOPER SHALL SECURE ALL REQUIRED ENCROACHMENT AND/0R STATE I AND FEDERAL REGULATORY PERMITS PRIOR TO THE COMMENCEMENT OF ANY WORK. Qv� �� -- COUNTY OFRIVERSIDE --- RlveasmE couerr OESIGNe.TION rho- �R I ��- -----' ® q � - -- -.- rl6`Cy, Oon'I D9...Until You Call U.S.A.Toll F,.P REVISIONS RIVERSIDE CCU ' cLOCDC.,i- DUPLIC TRAMRPOflTATiOM DlPARTYlNT POUNO AT SW CORNER OF LEON AVE e CL -_L ��T- n 1-800-227-2600 OLIVE AVEE,34"S.OF GIVE AVE C - uR _ _ _ At ROY[D [T tpr OY 1pYH1Y[ 33 W OF LEON AVE CENTERL'4 112 8 WATER CO MEMORIESN DISTRICT I NI P / r MARK R15LH M tirtN OF PP >Ue]635E 3 N OF A 3'HIGH BR98E0All nG SAS I CREEK - LEON[ RO�,'D - - 1`IL.--_ ai" -- gECGM.N.i!'G p FLP ___ _ E r _ . ._ �° C57591 WRE FELCE COPNERPOST nN ALUMINUM _ _ a n DISC SET ON TOP OF A CONCRETE POST � 1 DEPUTY pIRECiOfl OF TRANSPORTATION G QT Da�'L d�An C �CwT i-i-� STORM DRAIN rraao w. e...neo n.aae.rro \ Tlhl unbo. MARKED 'RIVERSIDE COUNTY BENCH Cu pope, CA a]li) ! S 0 PLANNING ENGINEER ell F Ei.:INEE" I \ U O re L.uauuramp nn >� G �,;�` _ MARK M-n RE6E' 'S]L RESET 5E2.' -- - DATe fie-.$-'Gp04" GATE. L-} O'� __ TITLE SHEET I DAT[. -- ° ELEV -14;8.65 REF, DESGPIPtION Appq, pATE ' i J I g33_BB P� z 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 NOTE: CONTRACTOR SPALL PROTECT IN PLACE ALL UTILITIES CROWING OR PARALLELING THE STORM DRAIN UNLESS OTHERWISE NOTED. b' i ------ R/W 46' LEON AVE f t o 08� 16' -0 0 Lu 0) �+1 4 I ---r-------------7--- --------l�tm�----- --------- EX SURFACE OVER W24 j STORM DRAIN r14A- ------ _5 0 W12 (RECLAIMED) 7 EXIST GROUND 14 0 J Lu 0 ------------------------7-------- PROPOSED GRADING PER -----------\ I - 1450 ------ UA RCFC DRAWING-NO. -4-786- x x 1450 a 16.7' ----------------------- ----- -------- ---------------------------------------------- - LU 0100 WIS E ------------------------------------------------- SINGLE CE .L RCB - ---------- HCL Ill ------------- w 1445 TOP_OF_WINGWALL__ — ----------------- ------------------------_----------------------------------------------------------- _1445 SECTION AT 19+50 N.T.S. 11438.32 1 1439.47 1 439.73 1439.87 1440 S=0.30% ----------------------------------------------; V=32 9-FPS ------------------------------------------------------------- -1_441.34/ 1440 cz M I,,:E `fI QaI= 798.4cfs to 29'x38' RIP RA + + + P Vux =12.4fps 0 ENERGY DISSIPATOR PROPOSED 1435 (T=3.7', CLASS=1/4 TON) 18" SANITARY OVER FILTER FABRIC. SEWER 491'L x 7'H x WIN SINGLE CELL RCB 1435 MAINTAINED BY RCFC AND WCD SCALE LINE L PROFILE HORIZONTAL: 1"=40' VERTICAL: 1'=4 24 23 122 1 21 -- LE N20 9 18 7 co Lu W_ w--- w--- _j uj 0 STORM DRAIN DATA TABLE - —I-- Lu 0 —3- 3- 3-- I 3-=--- --i == NO. BEARING_ LENGTH REMARKS ----'+----------F--------- ---------- -------- ----- ---- V H 1 S 44057'50"E 65.84' 7'HX14'W RCB LJ 1447 6 2 00°06' 57"E 646 2 fA Ul LU z ;z R/W R/W N < /-,,-,STORM BRAIN MZNHOLJE Ld= 4 2 V-1—LINE "L" STA 20+50 U u U LINE "L" STA 15+59.00 BEGIN u) C 0 0 P E R -__ 7 + NOTES Ld t/I _�HX14'W SINGLE CELL RCB w N 2197779.6811-8 (D EX POWER POLE TO BE RELOCATED BY SCE. O_ CNI E 6297051.9508 < PLAN Q CONSTRUCT SING' E BOX RELOCATED RCB 'CULVERT PER CALTRANS STD < Z STA 14,-24.86 (D CONSTRUCT hill PER CALTR­NS 'STD PLAN D82. LO—END GRADING 0 N 2197874.5928 20' ACCESS ROAD (D CONSTRUCT WING WALLS PER C.M TRANS STD PLAN DS6A PER OWG NO. A-786 AND DRA� a.E 6296957.1592 INACE TABLE, THIS SHEET. 43, 29'x38'jRIr RAP ENERGY DISSIPATOR (T=3.7' ,CLASS=1/4 TON) DRAINAGE STRUCTURE 0 OVER FILTER FABRIC. TABLE CURVE DATA C, RCB WARPED WING WALLS 44'50'53' VALUER = 100,00' L = 78.27' T = 41.27' K: = STA 16+24.84 0 W S E IN 22.5 EC = STA 17+03.11 40' 0 40' STA 12+62.23 LINE "L"= 100, IELEV "A"I 1445.1 ("'rHT' PI:N = 2197662.4316 6297027.7210 STA 199+70.07 SALT CRE N 2197989.6651 E 629E842.2318 -111,o P ; DOP-1 DIg...Unto You Call U.S.A. RIVERSIDE COUNTY DESIGNATION M-11. To3Fjoe rOUND AT SVI CORNER OF LEON AVE REVISIONS RIVERSIDE CO 1.0. COU FLOOD CONTROL 1-800-227-2600 OLIVE AVE N4 S.OF OLIVE AVE CENTERLINE HiSCH M'YVOF LEON AVE CENTERUNE,V'S. WATER CO N DISTRICT SALT CREEK - LEON RC. D 4-C-0'76 OF PP #Z87639E,3'N.OF A XHIGH BARBED FOR APPROVAL WPHOV %,Da 71 WIFE FENCE CORNERPOST.AN ALUMINUM t,ECOMMENLED F LD BY; t.j. MARKED 'RIVERSIDE COUNTY BENCH 4-627 DISC SET ON TOP OF A CONCRETE POST ,,,.a ct. S. .1., CA #JUISTORM DRAIN TEL,111SWI-EIM FAXI IIIMMI-n" IV MARK M-VRESET 1971,RESET 1982.' Of ck— DATE ELEV -948ES MEF. �MSC DATE, STA 14+24,86 TO STA 20+50 API.WDATE RIPTION 2 OF 6-1.1. SHEET�%o 6 7 F 21+00 22+00 22—+00 24+00 25+0 . ..... 26+.0— 27+00 T7 NOTE: CONTRACTOR SHALL PROTL,T IN PLACE ALL UTILITIES CROSSING OR PARALLELING I f,E STORM DRAIN UNLESS OTHERWISE NOT LEON AVE 8 R/W R/W 76' 56.50' 0 Zm w ;IT All) _I mlfI4 dl, + 0 0 EXIST GROUND gzw 16, v 30' mit),N vv =zw m + u'l, �6 * umo FINISHED GRADE FINISHED SURFACE OVER O=m w u J1, WIN == z STORM DRAIN uuv m " m z 1,n SEE SHEET 2 EX SURFACE OVER STORM DRAIN MANHOLE 1455 W12 t STORM DRAIN mlo� Y)wx n o"" uw T4, Q -------------------- --- ------- -_ CJ=,1 W24 N ------------------------ - ---------- UJI -A--------------------------- 1455 _I 6 (RECLAIMED) - ------------------------------------------------- __v_SINGLE CELL RCB is UJ 1450 =W_ (a ---- ------- ------ -- 1450 NAT 25+00 ul N.T.S. U) :E LL1 HCL_ -------- ------------------------------------1----- ----------------------------------------------------------------------------------------- 1445 1443.62 1445 S=0.30% - ------ ---------------------------------------------------------------------------------------------------------------------------------------- --------------------------- 1440 0 441.34, 1440 C6- 798.4cfs + V"x =2.4fps 553cfs 797cfs Q.= 772 VmAx =12.4fps VmAx =10.8fps V"x =6,lfps w 04 STA 15+12.5 TO STA 23+70 TO BE FUNDED BY BARRATT HOMES 4 757'L X-7'H x 14'-W SINGLE CELL RCB MAINTAINED BY RCFC AND WCD LINE 'IL" PROFILE SCALE HORIZONTAL: 1"=40' VERTICAL: 1"=4' 0 STORM DRAIN DATA TABLE t. 461-180-015 NO. I BEARING I LENGTH I REMA o D E B 0 E R 7'HX1 I 1 5 00-06'57' E 1757.00'1 �KS 4'W ROB 2 S 89-53-07-W 1 10.95' 1 24" RCP CONCRETE DROP, INLET 0 3 S 89'53'07"W 80.83' 1 iq,,11+37.26 CONNECTOR "L7"- LEON RD STA I Z+bU STORM DRAIN MANHOLE 0 49.37 RT L�AST + 0 a 5�, /.,STORM " AM25 5 &L I—NE LT & RT j- 0NOTES CIIL� EPOWE C4 EX R POLE TO BE RIELOCATFD BY SCE, EX 9/W Rly (2) EX TELEPHONE CABLE TO BE rEiOCATED BY GTE. U-i (D EX WATER METER TO BE RE1,0'A _j LMI — I CONNECTOR "L6" SEE � TED 7y Lu CONNECTOR '17" BE E CONNECTOR '14", SEE z (2) EX WATER VALVE TO BE ADJUSTCD TO ;;RADE. SHEET 5'—' I Z3 R AD SHEE -6 FOR SHEET 5 EX FIRE HYDRANT TO BE RELOCATED BY EVY.D. TO BE FUNDED BY BAR�ATT HOMES PROFILE F9 16 15 1 6 - CONSTRUCT UTILITY OPENING PER CAL TRAI��S ".) PL-p:! '32 U1 13 — 12 11 10 3 TO JOIN CC'11N_EOTCR OPENING LU ------ ------- w— 6 C, 4 Q CONSTRUCT S:NGL7_ 7'H, x 14'W RC3 "I" ',-_ T :1-R S w ——— _w_ 5 PLAN D80. BEGIN CO L-1, 8�57KIETE .60 �u- CONSTRUCT =CF-ETE rj�,CP INLET PER R-FC/�,,-- S-, 3-- ��JA 2 2 -- ------g ....... 2,3 ------ L ........ ------- - --------------- 2 H=1 .5' , OFEN7��GS ON L0 2 011 1 6 0 CONSTRUCT C—:77-TE BULKHEAD PER RCFC/�',­ (D CC'JSTRUCT '.�H P--.R CALTRANS STD PLAN '32. + 0 CAI R/W STORM DRAIN MANHOLE 'LIMITS OF GRADING (z CONNECTOR SEE SHEET I 6 8 SEE SHEET 2 6 FOR PROFILE C>Q: CONNECTOR 13", SEE CONNECTOR 12" + SHEET 4 SEE SHEET 4 CONCRETE "OP INLET 1 461-170-003 10 15.28 CONNECTOR "L8"= 9 LEON RD 12�_ O 461-160-027 G R 1 Z Z L E a 58.40' LT PLAN C 0 0 P E R 01 DOI11 Dig. Until You C111U.S.I.Toll Free RIVERSIDE COUNTY DESIGNATION M-11. FOUND AT SW CORNER OF LEON AVE REVISIONS RIVERSIDE COU FLOOD CONTROL 1 1-800-227-2600 OLIVE AVE.34'S,OF OLIVE AVE CENTERLINE :.o. 40' 0 40' 1 33'W,OF LEON AVE .OF TA M'S. — *- ar'l OF PP #587639E,TN.OF A THIGH BARBED — WATER COae N DISTRICT t=vll stalty Be". WIRE FENCE CORNERPOST,AN ALUMINUM RECOMMENDED I— A �HUVAL SALT CREEK - LEON ROAD 4-0-0173 1 C.,.06/301 T 1111 PROVED BY 11,10 W. Dowt �"t DISC SET ON TOP OFA CONCRETE POST vital 1141,11,111064. MARKED 'RIVERSIDE COUNTY BENCH ue sm? v TfL,1111WI-I'M FA1-11"MI-114, MARK M-11 RESET 1971,RESET W2,' STORM DRAIN 4-327 DATE�. I�Z SHEET NO. ELEV -1,148,65 _AEF DESCRIPTION RPR, DATE DATE, 62 STA 20+50 TO STA 28+07.CO 3 CF 11+00 12+00 11+00 12+00 10+00 11+00 NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL - - UTILITIES CROSSING OR PARALLELING THE - tm STORM DRAIN UNLESS OTHERWISE NOTED FINISHED SURFACE OVER I--. EX SJRFACE OVER N C_ STORM DRAIN �+ �, STORM DRAIN 7 ml- 5 FINISHED SURFACE OVER 4 4 CL STORM DRAIN �- FINISHED SURFACE OVER N ^ EX SURFACE OVER 3 0 oojw Forf� STORM DRAIN r f_nr, -. _ ._ . . STORM-DRAIN �N__.. o Fo .w m v ^ _,u7,04 _. 3 _. __ ♦ RP,4 46• 32' CAVE3 mac ^ ^ EX SURFACE OVER c+vLEON AV_ . o `' ^ zap caro z + m mu J C{ STORM DRAIN n^ ; a+ --y i- _______. 7455a a 1455 ------- ---- -----------------o w _ m _______ _P ( _ _______ ---1455 1455 16' 7.8' o o c HGL I _ I 7 ^7+94.55 LINE U. ___ __ ___ ____ _ __ _ o z _ C, (ULTIMATE) ___ _ ___ ________ _ ------ --------- 1450 _-__ ___1450 - _"""" (RECLAIMED) 5=0.65% __o- 1450 " ) q --- T4 - 9 H HGL o W12 _ -- 10• 1450 _-- _ EXIST GRCUND� �� ° 1449.28 1450.11 HGL-�_- _ 7450 F o -------- 1449.19 1450.21 N 547._- 1449.01 O + wo= 7.6cfs + ti C 1445 o (.Ax = 5.5fps ^ 1445 N r 1444,83 o N N 7445_. _. . g-2.?t-� 7445 SINGLE CEL RC6 01 127.10 LF 24" RCP ^ ^ f '"- ° a SECTION AT 26+00 CLASS IV -- y N -- 4444.26 1445.60 MAINTAINED BY RCTD1444.05.0 33.77' m N N.T.S. N r" �- 0, 0�=15.2cfs 4" RCP 0i -20•x44' GROUTED RIP RAP m V.A.VMA.= 10.6fps o m + `" CLASS IV m + + ENERGY DISSIPATOR o 0 0 (T=2.7' , CLASS=1/4 TON) Opo 7.6cfs o+ OVER FILTER FABRIC. 163.19 LF 24" RCP CLASS IV VaA. = 7.6fps a 0' MAINTAINED MAINTAINED BY RCTD BY RCTD 72 RCP 1350-D MAINTAINED BY RCFC AND 'WCD' MAINTAINED BY RCTD CONNECTOR "L1" PROFILE CONNECTOR "L2" PROFILE t 0,N= 220Lfs SCALE VMA. =13.5fps HORIZONTAL: 1 "=40' VERTICAL; 1"=4' CONNECTOR `13" PROFILE 3 HEADWALL 10+61.26 CONNECTORL3 = JUNCTION STRUCTURE _ 1 0, ( CONNECTOR "LG", SEE 181+77.19 3 110.87' RT 20'x4:' GROUTED RIP RAP ENERGY NO. 1 TABLE 0 STCRPd DRAIN CA t .� I ^BLE SHEET 5 NEWPORT RD Di SSIPATOR (T=2.7' , ( 461-190-050 i LATERAL "L3" STA 10+06.23 I� :I - - CLASS 1/4 TON) OVER NO. BEARING LENGTH RE<;: ;5 A C R A - CAS 7 I° I DE FILTER FH3RIC CALLOUT vawe ti 1 S 45°02'04 '?1 17.87' [4 RSP F o u N o R t E 6 I Op 7' NIDE CURB INLET a 4s ° J ." LEAR 1Iv0 N76°55'18"W 180+37 3 68' RT EARTHEN SWALE B 72" 2 N 89 57'S6 'W 83.73' DE I _ c 12.42' 3 N 79°57'56"W �\ CURVE DATA i .:z a '�0 / NEWPORT RD N 79-5756"W 33.77' i - 4 / / ♦ _._ ELEV H 1444.07 D = 76`30'28' .___ __._ , c o R = 39.50' - .. - - - �_- 5 _ 55 02 04 W 5.69 '. '• 1 - L V S 7444.05 52.75' - e ,.- % -- - -- 6 S 10°02'04 W 85.66' L - � I 1 v .z� 7 _ t - - _ T = 3t34' _R1W'. -� v 8 __ ..= _ _ _ _ _ - _ - 7 S 44'53'03"W -P,-- 2 54' 72" _ BC = STF. 10+08.51 CURVE DATA 8 N 89°57'56' W 217 °S' ,') . . 1 18" 2C: EC - STA 10+6526 Pi:N = 2196540.7599 CONNECTOR "13" j A = 45'00'00" 9 S 00°02'04' 16.,,0' i - - - - I i E = 6297092.2661 ; R = 45.00' NEWP RT ROAD a I p © f L = 18.64' hEADV/ALL dD i SHEETS 2 AND 3 I CONNECTOR "L1 " 1�' NEWPORT 4R!'r; 0' LT FCN=_5296'029878 NGIIALL 1 `B!r - _ - Tek 3 r -: 1 - - I LINE L" SEE 7 CONCRETE DRJP INLET - cr1 „1---7 t v _ I /ol rC CURVE DATA ��_. I 1 _ = 45'00'00' CONNECTOR "15", SEE bB l T- L 0 1 - Z8l _ OggT- �- T- I E 62.,.,,43.'391 L a -- LB t - -._6L t _.._-8L t _ _. _ _. W R = 4500' SHEET 5 \ I ! - _._..__ - - - -.. __.-- i acs.. f L = 3534' CONNECTOR "L4", SEE ( CONNECTOR "L2" p / CONNECTOR 'L9" SEE NO TF S T - 1864' SHEET 5 I ' ! O' SHE ILE O BC = STA 10+70.69 _ _ I ! _� ©Q O C.-Ir - +, y EC = STA 11+06.03 _ EX R/W Z I I 1 i - _.___._- __ __ - _ _ _ _. _._ _ _ _ _ _ _ _ _ - O jrp'oRUy. D ;.L T nCn� 1NG PER Cr' TR 'vS g 6 FOR PROF _ _ L _ I -- 8_ ICC _ T L T�R.. 0 R,.9 PI. N 2197096.320 - V A I 11 R/ _ _ _ DETAILD,63 CONCRETE DROP INLET PER RCFC/ L STD W 3 _ 4 ^r• _ _ _ - E D .ALL AND WINGWALI S RE C ,.-:S E 6297096.5593 --- R{W �- \, ! O B /% � CURVE DATA W ') CwSTRt, T .3 AND HE..JWALL TABLE, THIS cH r / ^ �C CURVE DATA /1 �. CURVE DATA O CONSTRUCT TS 3 PER RCFC AND NOD STD TS''3; 5F 10°00'0o' 7' WIDE CURp INLET A = 73°62'21" = g B 2ti C- ':.82' , D'/D2 24 R=1 449.28 a r TCE v.,� s i. R 100.00' 180+37 356 LT _� 0 0`Oo 00" 0E 0ER L 17.45' NEWPORT RD Z� R = 2250' R = 2250' O5 CONSTRUCT �4:�n BASIN PER RCTD STD NO. T^ D E BOE R ' ' �_ f- ! j L - 29.07 L 3534' 11; I �t 0. 7 - 8.75' 467-760-027 T = 1692' T = 22.'0 O7 CONSTRUCT Sl''-LF 7'Hx14'N RCB CULVERT ° ? CALI', °''J BC = STA 11189.77 C O O P E R -• - = STA 12+71.15 PLAN EC = STA 715.89 9 IS 3 BC = STA 10+01.75 BC = STA 12+48.55 Og =:S RUC S R PCFC D WCD STD , SJ2�, I 12+77.23 CONNECTOR "L2"= EC = STA 10+30.76 EC P.: N 2196715.8989 4 PI' N = 2196707.9378 PI: N = 2195708.0928 S:-_1,_,U51­'_ L._L_ THIS SHEET. � E 0296985 5368 10-SO.OJ CGNNECTOR Lt' E = 6296920.8698 E = 6296663 5687 /.,; ✓ Dont Cig...Until You Gail U.S.A.Toll Free RIVERSIDE COUNTY DESIGNATION h1„ /. .� REVISIONS _ FOUND A" Sll CORN'R OF LEO'i AVE E RIVERSIDE COUNTY FLOOD CON RO- ^I I� T��T.T. n , ,-SDD-22]-2BD0 OLIVE AVE 34 S.OF OLIVE AVE CEN'ERLSALT CREEK - LEON I1Ll=.J �1..I�GG IAARK RJB Ier tte 1°0,100 33 W.OF LEON AVECENTERLIN_ IQ 5 NATER CO N OIS:RIri Gt-D-T�i7u N OF x; 40' 0 40' �r % vAw+ of 1040, OIREPFENCE 5COR4ERPOSTFAN ALUh'NUh1�D y,ys - } Q �' -� etUlq IIUL - RECOMMENCW f0R AP PROVA 'f+""] u pgOtiED OY: ° 96L70/Q7 ^' , .0 Peet mera0t DSC SET ON TOP OF A CONCRETE POST 3' ,/ STORM GRAIN CR N" NO ,voo w e....♦e, tt Tmr. ,m FP.2Y/� ; Mw eeniae� ,;RKED 'RIVERSIDE COUNTY BENCH `yC�ZS QIG _ _�, _ 4-827 _ ...e,., °. ... y .RK 1hflRESFT Wn.RESET 1982,' __ ^^ CONNECTORS 011'1 121 °L3' -ErT 1:0 TFL 1/I.NPf 4,W fxl�II6iH6]-!p<0 F QF , //�O DATE T ° ELEV -1440.55 AEF. DESLRIPiION AP. GATE DATE /o !f _ 6 -��_ A14D ILnI I .\ J 4 c 6 �j33-f3B = 10+00 11+00 _ 12+00 10+00 11+00 12+00 10+00 111+00 12+00 R/W 46• 32. LEON AVE _ . .. 1 0- - --- - -- -- Im- -"-FINISHED_SURFACE OVER _-- - --- - FINISHED SURFACE OVER Io EX SURFACE OVER - !m �, STORM DRAIN Im Z STORM DRAIN ul•- CL STORM DRAIN EX SURFACE OVER Wo ' 4 Qo N o• fue 16' 7.8' I W Rlo 4 5 4 ox mmkt -.�` <In STORM DRAIN W j o¢ o m1e EX SURFACE OVER M o ¢ +I (5� �-• - _ -Q '-- --- --'---- ' W _ 0 o^F ,L STORM DRAIN -__ -. wj°Aw ___ J W24 - - - ------ _ 1 Zola m wM� + �W-.Qir i wmF- �Q (RECLAIMED) W^IW Z + v~i�� ,� z+v FINISHED SURFACE OVER �!H J 3 EXIST GROUND T4 °2 O m J ala M Q w 1" M Q c3+ F.. m t STORM DRAIN J m ------- +---------' ---' 16.7' `-_ U N -__ 1455 � _________-_ 1 vt�it� "�� I z Q`+^° j __ ------ _. - . 1455 i I SINGLE CELL RCB RECLAIMED W24 i IN CONFLICT ''L4 HGL - STA 27+63.52 LINE "L' HOL -II HIL (ULTIMATE) SECTION AT 26+00 150 n'.z f - =' N.T.S. - =- HCL '2{f( - __ - - - 1450 ---_ -"v 5=3 " 1450 3 5,2,00%" -1450.53 -- -- <---'--'-- ------ ----- 144 .65 0 24'x44' GROUTED RIP PAP ENERGY " Z T3'/•_ "-" m 1448.61 DISSIPATOR(T=2.7', CLASS=1/4 TON) 5=-'�" 14tiS.5 < n Qom= 23scfs OVER FILTER FABRIC. Q 1445 - �' t+v '(( Qv.' ».9cfs z VMA% =8.6fps + VMAX = 7.5fps - -1444.05 1 -_ 1445 __ 1444.83 < Q 'Q- o Q 1 S-0.3W,_____________ 0 30'_ _-_ NOTE: CONTRACTOR -TALL PROTECT IN PLACE ALL 58" LF oQi 96.08 Lf 78" RCP "' 1444 OS 1444.53 ° UTILITIES 'JROSaING OR PARALLELING THE ml ' 78" RCP CLASS IV Q m STORM DRAIN UN! ESS OTHERWISE NOTED. 1440 N Qvp= s"acts ^ CLASS IV MAINTAINED BY RCTD ow Vu = 8.21ps O" De= 4.9cfs m 1440 RELOCATED MAINTAINED RECLAIMED W240134.12 L' 18" RCP CLASS IV BYRCTD �' 151.57 LF 72" RCP 1350-D MAINTAINED BY RCTD -. . MAINTAINED 6Y RCFC AND WCDI MAINTAINED BY RCTO� SCALE HORIZONTAL: 1 "=40' CONNECTOR '14" PROFILE CONNECTOR "L5" PROFILE CONNECTOR "16" PROFILE VERTICAL: 1"=4' 461-180-015 /1Q STORM DRAIN DATA TABLE Q D E B O E R CURVE DATA /� CURVE DF:TA _! O = 70'00'OO" NO. SEARING LENGTH RE• 461-760-027 i I I Q I n 14' WIDE CATCH BASIN D = 44°35'37 ARKS C 0 0 P E R I _j I O \\ 12+x3.85 CONNECTOR "L4"= R = 45.00' R = 22.50' 1 S 45015'59"E 38.97' 8 ROO i IFf \` 484+07.54 0 68' LT 5 L = 35.02' L = 27.49' 2 S 89051'36"E 60.13' [ I TCE NEWPORT ROAD T = 18.45' T - 15.75' 3 S 89'51'36"E 3.41 (_ 2 BC = STA 10+91.79 BC = STA 71+-523 4 N 20°08'24 E 21 .37' 2 Z -_- SE _ EC = STA 11+26.81 EC = STA 12+2272 5 S 44051' 36-E 4.21' " 2 ( 0 3 -- _ _ FI = 2196701.2475 PI: N = 2196700.9'170 6 S 49°51 '36°E 72.23' E = 62971772809 r_ = 6297279.- 0 / ! R/W JUNCTION STRUCTURE 7 S 89°57' 56"E 110.21' o I q NO. 1 TABLE r r _ 1 O O LATERAL "L6" STA 10+06.36 'C CL)RVE DATA 'C CURVE DA A i I I Q\4 --®- ---EX R.'W CALLOUT VALUE u = 25`00'00' p = 60°OO'00" CONNECTOR "L2°, ( i _ ( A 45 R = 4500' R = 3950' .,EE SHEET 4 I B 72 L = 19.63' L = 41.36' j I N LTOR "L4" © C 12.42' 1ELEV R 1444.07 T = 9.98' T = 22.81' 9 5 184 o - 1- _ - t- - ELEV S 1444.05 BC = STA 10+57.51 BC - STA 10+09.42 LINE 'L", SEE I - - "____ __ _ _ EC = STA 10+77.14 EC = STA 10+50.78 SHEET 3 ! ; I - PI: N = 2196688.6594 PI N = 2196570.2681 s 6 E = 6297269.7803 E = 6297155.0226 - l CONNECT:,, "15" NEWPORT ROAD NorEs i I CONNECTOR °LD° "X R/W .TI 6 II I / _ - - - -- --- - 14' WIDE CATCH BASIN s -I II 77+49.12 CONNECTOR "LS" 5 O Ev ' r rL . ,. RO R 1 0 � D R I,.:L CONNECTOR 13" 184+12.75 A 56' RT C) CC T jTI :" C . PER CA TRANS F NEWPORT ROAD SHEET 4 LA TO ,T,. __ SP DEC3\\ . t . CONSTRUCT i HEADWALL AND A D HL D, T LL, THIS SFEET. I z:: BEARING NG = f182°33'38"E f� CC . :4UCT TS 3 PER RCPC/BCD STD TS303; A-4:;°, T i �� WINGWALL TABLE 6" 16'x34' RIP RAP ENERGY DISSIPATOR LINE "L6" INLET C " , O1/C2 18 R=7445.61 2 5-148.08. I� E CLASS=1/4 TON) OVER(T=2.7' , CALLOUT VALUE 5 CONSTRUCT CATCH B'S 3�^ 0 O IN PER RCTD STD NO. 3 ,. �' jEAD"TALL FILTER FABRIC 4 _ 7.50' ;r DE I ° 1+60.99 CONNE tO,A "L - 461-190-050 L 1 10.49' 6 CONSTRUCT JS 1 PER E J 22z R THIS C AND WCD ST SD _.. SEE DRAT"L:Cc 3 183+99.63 6 97.42' RT A C R q - C A S T W 8.25' STRUCTURAL TA9'_E, iH15 SHEET. t` NEWPORT ROAD F 0 U N D R I E S ELEV "A"I 1446.5 i 0-ql D19".UNII You C.11 U.S.A.T.BFre. RIVERSIDE COUNTY DESGNATON M"Tl ' FOUND AT SN CORNER OF LEON AVE & REVISIONS RIVERSIDE COUNT FLOOD CONTROL `- D.. n 9 ,-800.2272600 OLIVE AVE.ON AVE OLIVE AVECENTERLINE - :r.; SALT CREEK - LEON ROAD r 4 O Ili.0173 33..3c*� • ppRK piste ^� far tb 600 33'W.0° .EON VOLIVE VE 112'5. WATER CO a N DISTRICT�T. �� ai lerleA OF PP R1587639E.3'N.OF A 3 RIGH BARBED eWll Uses. RECOM.N.ENDED FOR APPROVAL { 40' 0 40' -f5 ` 1- 1 WIRE FENCE CORNERPOST,AN ALUMINUM 1 ,Fgov �_ STORM DRAIN 02� ° 06L74QT °% Deet bnel DISC SET ON TOP OFA CONCRETE POST vaso W.mane.n 21.1 rro eltu sereteee. MARKED 'RIVERSIDE COUNTY BENCP. -- -- - en ot.ae, a rmn r ��� - _ TET+°erml ten llgtu41m °v! 1° ' �/ MARK Mat RESET 1971,RESET DB2.' __ --- SHEET NO. DATE. b///of DATE.__�:�-2Ao�__ CONNECTORS "L4„ - °L6° t ELEV "W4865 qEF. DESCRIPTION APPR. DATE CF C ^ u J �t33- SB 10+00 11+00 12+00 10+00 11+00 10+00 11+00 12+00 13+00 - - - -_-' -- _ `-- NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL -- — UTILITIES CROSSING OR PARALLELING -: - - STORM DRAIN UNLESS OTHERWISE .. - - _ __- - -_ — — — — — — —_ _ _ __ _ , _ .IIjO 00 -_. ____ _ ----- o.AID -m- n4RECLAIMED� oNN... _ j. _ ..;- - ..! .'.:..-¢Loo -.-, :..o'P._ - — _=- zo+ v EX SURFACE OVER: _- -q1-o - - otiv I. .+ - ^ w.- . -- ._. -_ ... . ... .__—opo .__-_ (L.STORM DRAIN.--_ _Wnt EX SURFACE OVER ......zIN + u.. -__- '-_ -- _ .._ __ - ---EX SURFACE OVER n - w Q w -- - - - - FINISHED-SURFACC OVER -i H + 11 "" 0� W O J -m PSTORM RA[N Qw w rSTORM OR IN - LIQ n I. ..u -. :_ .._ j r i" _ _ TO 0 r_ . zaaP o _ -_ - w _ S- RM DR-_ ------ - a55 >Eo . .. 1455. 1 d'' N -u of --1455 - AINHGL� r _1450 t .If2 -_-_ -__. F'IFTtSHED S RFAtE-OYEit __ .. , --__ ._.:_ 14501._.. T4'50:5 = -' 7450 1450' - 5 Y j . .WI2 STORM DRAIN - HGL I .. -- __ -- — -_m (MIN) _ _ ... '.___ I o =- _: _ __ 1445 —.h - �. X-- - 1446' 1445 1. o _. VaAa 2.6fPs .. 1445 S 1- _ - - _ . __. ' 1444 77 _ . ._ -. -_ __- a _. - -- - ^, 1445.26 _:. -. _. STA 10+13..78_ 'C- vl -. - ' --- - - - -- w - t - - - - - - 1444.26 9.95 LF 24".-RCP --- -- - 298.24 LF 18"-RCP CLASS IV - - - 1443.70 _.. .. I - - _L- . . _ _ _ -.. - - -- STA 10+03.83 _ _I_ - --. - --_ __..:.- ---- ___- _ ___ _ MA -_ I INTA INED -BY RCTO CLASS-IV- _ __- . -- _-_ _ _ _a- .-_ 1 I - ;- __..._ _- 1440 ..11140 ------ �_- O,00= 0.7cfs� - 7440- -. - _. —MAINTA1t1E0 ar Rrrn - 14401-- - . _ -- - _ ---- I -__ -. -_— - VMA% - 0:2fps . .. __. _._ _._. _- '- I o__ � . + ._ _. i _ I Opp 0.7Cfs I I I i � j t :VNAX = 0.2fp$ 4 t _ 80.83 LF - 24" F 24" RCP CLASS IV .. -- -._ _ _ CONNECTOR_. . ..uL9u PROFILE _ ^ - _ MAINTAINED. BY RCTD CONNECTOR "'L7" PROFILE CONNECTOR L8' PROFILE ROFILE -x RrzorJr ;c' I COUNTY OF RIVERSIDE �aD,E ^y _ Don't Dig...Until You Cali U.S.A.Tell Free RIVERSIDE COUNTY DESIGNATION M44 REVISIONS RIVERSIDE COUNTY FLOOD CONTROL FOUND AT SW CORNER OF LEON AVE S TRANSPORTATION DEPARTMENT 1-800-221-2600 OLIVE AVE,3a'S.DF OLIVE AVE cEN'ERL•iE AND 4 0,0176 APIROV90 Dr. DD^^ - Ix eT CONSERVATION SALT CREEK - LEON ROAD )` 7_1G n �i fee !RA b9CDCR 33'W.OF LEON AVE CENTERLINE,ID S / RK RISC# et wI OF PP #1587639[ 3 N OF A THIGH BARBED RECOMMENDED FOR AFPRO aT=^^':'0 6v: A .INO ,�- '.0 ar 053591 gi11lT IIUR• WIRE FENCE CORNERPOST AN ALUl.114pM aI .� STOj 1M DRAIN 4-827 oEFrTr DIRECTOR of TRAN;FoeuuoN ° / / 7 �' On't mo09t DISC SET ON TOP OF A CONCRETE POST -_ -_- Tltm utri0u. MARKED 'RIVERSIDE COUNTY BENCH - 11110 W ) 4 Cf. Iut1 iW �l �/( p/ �t SHEET NO 1 orae, ., u.A s .I L. a MARK 1.141 RESET 1971,RESET DB2: CONNECTORS L7 � LS & L9 TCU lC I1N4PI1W fAL II/1H1FYCaI J( ,.yGj pATEy� PATE: 4d— DATE, – w ELEV 144865 REF, DESCRIPTION APM DATE V ��� 9.33—L36