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962pp_sd (2) IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 'I . IT T -SH'LL B`- THE RESPONSIBILITY OF THE DEVELOPER/OWNFER OR COt,�,[TRACTOR TO APP12( T !HE -. ,.IVr--R'--',IDE COUINTY - �I � i� ! " I- rmmw#4k L A ImmmN, mmmmv&% iRAN`-_*POR11%T1O1NI. DEPARTMENT, PERMIT SECTION, F(D'R AN ENCPOACHM'_j`�_jT PFRMj"j1* FOR ALL WORK PERFORMED WITHIN PUBLIC' 1"-FACTORY COMPLIAIN"E FOR ALL CIIRRENT ENV ONME111-AL REGULATIONS DLIRING THE LIFE .1 ITI ,TRUCTION AtOTIVITIES FOR TI-11S, PROJECT. ADD I ONt`Q_ L I:D 0 IR 0 L A Ar A R I G H 0 F-1 iA, DEDI'l ED A[---,IPj ACCEPTED FOR PUBLIC USE; AND BE RE`P0I,,1-IB' E FOR A0:mw4h` STUDIES AND/OR PERMITS MAY BE REQUIRED. I L, 1 1 k-) INDEX 2. THE CONTRACTOR '-HAI L BE RESPONSIBLE FOR 'THE CLEARIN` 0 F THE PROPO`_`)ED WORK AREA AND RELOCATION CO`��*T��_)' OF SHEET NO. I__XI`T r1T ALL L UTILITIES. THIS INCLUDES' UNDERGROUNDINC-3 OF EXII�_),'TING OVERHEAD LINLS ALONG THE PROJE��l F1RONTA(-:11'EAS REOUIRED BY THE CONIDITIONS' OF APPRO\/AL. PERMITTEE MUST INFORII�,11 r."OUFITY OF CONSTRUCTION , r'HED1ULE i0- LEA173T 48 1 T R mum 04mmk H E I H T HOURS PRIOR TO' THE B 31NNING, OF CONSTRUCTION BY CONTikCTING (9,51) 955-688'5� -ITLE SHEET, MAINTEN%NCE MATRIX TABLE 1 ff S 1% AF IL vELOPFR WILL IN'ST111L STREET NAME SIGNS CONFORMING TO C01UNTY �3TANDARD NO. 816. THE DID INDEX MAP, CONSTRUCTION NOTE'3) & QUIANTITIE':) ESTIMATE 2 4. ALL WORK S-,HALL CONFORM TO THE REQUIREMENT"-' OF THE RIVER'::)'IDF" COUNTY TRANSPORTATION DEPARTMENT I tv![PROVEM ENT A ICA A�,,IENDMFNTS. 'A' _7 STANDARD-S AND SPECIFIC TIONS, LATEST EDITION, COUNTY ORDINANCE 111110 46-111 AND I Tr'i A C N (C) . J' PLAN PROFILE STORI'vi� DRAIN BOX 1C'UD,,/ERT LINE -A PLAN PROFILE S)TORM DRAIN' L 11 NE_ 'B' 4-6 5. IT '�SHALL BE THE RE':_j'POI'Tz_;�115BILITY` OF THE DEVELOPER TO NOTIFY THE ENGII`]EER To LL S'TREE-T CENTERLIfAiE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461 . -Z�I F PLAN PROFILE S-TORM DRAIN L I N tE_ 'C' 7 N PROFILE �3'TORM DRAIN 1 lf,!F 'D' 8-10 PLA 6. ALL UNDERG,'ROUND FACILITIErS, WITH LATERALS, -SHALL BE IN PLACE PRIOR TO PAV111G THE `30TREET, INCLUDING, BUT I\IOT J L STORM DRAINI'l PLAN PROFILE ':i�TORIVI DRAIN L I NE 'E' LIMITED TO THE FOLIOWING: '_S;EWER, WATER, ELECTRIC, GAS, ' I CITY OF RIVERSI-PE 100 6 7. CURB DEPRE`�*`--IONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CTED ACCORDING TO COUNTY C,C J-F RIVERS�01�(� 1� "-j-1 P LAN QTORM DRAIN LL LE)"ARD NO. 206 AN Ij _i)1,AN D /OR 110. 207 AS DIRECTED IN THE FI ELD. PLAN -STORM DRAIN LP T. `2b� 17 DI Ld 'STO R M D RA r I?,,1k'G4r '18 8. IT "'HALL BE THE RE. PONSIBILITY OF THE PONTRACTOR OR DEVELOPER TO !I`,,ISTA,,LL1 AND MAINTAIN ALL CONSTRUCTION, pt-41 1 N LA _*AFE PASSAGE < F1 19 REG'U1 ORY, GUIDE AND WARNING SIGNS WITHIN THE �ROjECT IIMIT'_- A 111 D I T`3 SORROtINDING.3 TO PROVIDE S U L ' ' I PLAN PROI ILE ST 0 R M DRA!IN LINE �C,' FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL ("OMPLETION AFID ACC"EPTAINICE OF THE PROJECT BY THE I PLAN PROFILE STORM DRAIN LINE 'H' COIJIFITY. A TRAFFIC CONTROL PLAN MUST BE SUBMIT T ED FOR REVIEW AND APPROV L PRIOR TO OBTAINING AN 20 ENCROACH EM Et,,IT PERMIT, �41 CTJ EL SOBRANTE RD, PLAN & PROFILE STORM DRAIN LINE '1' 21 -2, 9. ALI STREET -E I ONS ARE TEI'�,I TIATIVE, ADDITIONAL SOIL TES7' SHA2 L BE TAKEN BY THE COUNT'/ AFTER ROUGH (3RADING PLAN & PROFILE T 0 R M DRAIN ILI N E 'T 2 4 - r'T 4'� -F,'---) DETERMINE THE EXACT STREET 'SECTION REQUIREMENT. U�-D'E STANDARD NO. 401 IF EXPANSIVE SOILS ARE 'ENCOUNTERED. R. C. F. C. &W. C. D. STANDARD DRAWINGS PLAN & PROFILE 3 1 ORM DRAIN LINE 'K' 24-2'7 3EAL6 SHA' ' BE `PPLIED NOT LESS THAN FOURTEE11 DAYS FOLI OWING PLACEMENT OF THE PLAN ?x PROFIIE STORM DRAIN L 1 NE 28 10� ASPHALTIC EMULSION (FOG S J LL A L A PHALT SURFACING. FOG S7A A RATE OF 0.05 AND 0.03) GALLONS PER SQUARE it- r) S E,,.L AN PAINT BINDER 'S'HAI L BE APPLIED A YARD RESPECTIVELY. FOG SEAL AND PAINT BINDER 3. JUNCT ION S'TRUCTURE No . 1 3-90 1 4 PLAN & PROFILE !S T 0 RM DRAIN BOX CUDVER-ff LINE 'M' SP E C 1 F I CAT 10 N S. SHALL CONFORM TO SECTION 357, 39, AND 94 OF THE 'SiTATIE' S3TANDARD JUNCTI()N STRUCTURE N 0. 2 1 29 JS�' 227 i 13-9 0 WaWY MAP F_* N.T S. PLAN & PROFILE STORM DRAIN LINE 'N' 30-3 11 � I N S)TA L 'STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460 AND 499. SEE LANDSCAPt- ARCHITECT'_'D P N FOR JS 228 JUNCTION `3TRUCTURE NO. 3 3_90 I PLAN clk PROFILE 'STORM DRAIN 1 1[111 E '0) 32' DETAILS. THREE EXAMPLES OF STREET TREES (BUT NOT LIMITED TO); PLATANU'S X ACERIFOLIA 'BLOODGOOD' 'IONDON PLANE v TION STRUCTURE NO. 4 3_90 L 229 JUNC ST.r,. 29, T J3, R.51k, PLAN & PROFILE `ST 0 R M DRAIN PIPE ("ULVIERT LINE 'P" 3�'3- TREE), PYRUS CALLERYANA 'ARIS_-TOCRt`-,,T" (ARI'�`3TOCRAT PEAR�, MAGNOLIA G. `JAMUE' SOMMER' ("'OUTHERN MAGNC)LIA). Lc.)CATE _T FRONTA"GE, MINIMOM 10' FROM DRIVEWAYS. 3TAILL AND STAKE ',PER COUNTY STANDARDS. I MH 251 MANHOLE NO. 1 ONE 0 TREE PER LO 1!1 3-90 MH 252 MANHOLE NO. 2 3-90 PLAN & PROFILE STORM DRAIN PIPE CUD-IERT LI1`,flE' 'Q' 4 '12. STREET LIGHTS SHALL BE 1NISTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN, MH 2 5 MANHOLE NO, 3 3-90 PLAN & PROFILE 'STORM DRAIN LI N E 'R' 35 1-31. ONLY LANDSCAPIrVG' (/'ONSI'STING OF GRASS AND PARKWAY TRErE_`-', MAY BE INSTALLED WITHIN PARKWAY,---)' ON LO`_'Ai PLAN Sc PROFILE S)TORM DRAIN IL 1 N E "S' �j MA 1 3 6 RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LAND"�SCAPING IN THESE AREAI�_), AND ALL MH 254 IiNHIOLE rl 0. 4 3_90 PLAN f_k PROFILE STORM DRAII'l LINE IT' 37-41 LA'NDSCAPIN`1_2' ON ALL OTHER STREETS SHALL REQUIRE SEPARATE LANDSCAPING PLANS. ALL LANDSCAPING ENCROACH M ENTIS T S -301 TRt,`ffSITIOI,,1 1,:�TpUCTI RE NO. 1 3_90 ,j� U SHALL CONFORM TO RI'VERSSIDE COUNTY ST,,,,NDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" DATED TS 302 TRANSITION S11-RUCTURE NO. 2 `3-9 0 PLAN & PROFILE ST 0 R M DRAIN LINE" 'U' 42-44- JUNE 1990. TS 303 TRAN11TION STRUCTI RE NO, 3 1-90 PLAN & PROFILE �_3 T()R M DRAIN 'LOW FLOW LINE 'V' 45 S Ij -1 14. ANY PRIVATE DRAINAGE FACILITI'--S SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE P LA N PROFILE S T 0 RIM DRAIN LOW F1 OW LINE IWI I 61r, 1_111E 46 IMPROVEMENT PLANS, NO RE\'/IEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE PLAN PRI.OFI LE S 17ORM DRAIN LOW F1 OW LINE 47 RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. 15. CONSTRUCTION PROJECTS DISTURBING MORE THAN FIVE ACRE'S MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE COUNTY OF RIVERSIDE STANDARD DRAWINGS PLAN & PROFILE STORM DRAIN LOW I-LOW L I tl E `(Y' 48 ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE IREQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE CB 300 CATCH BASIN NO, "I PER R."'1'.TD 3-90 PLAN PROFILE S TO RM D'R A!N LOW FLOW LI I'l E 'Z' 49 1 1 'STATE WATER RESOURCES CONTROL BOARD (SWRCB') AND PREPARE A --,,TORM WATER POLLUITION PREVENTION PLAN AND PLAN PROFILE STORM DRAIN L C-)W I'_LOW UNE `ZZ' 5`0_59 UCT T MONITORING PLAN FOR THE SITE. PRIOR 10 'ANY CONSTR i0N, THE DEVELOPER SHALL PROVIDE THE COUNlY A COPY OF THE N.O.I. WITH A `11L P LA N PROFILE T 0 RM DRAIN it 1NE )Afi,,) 13 '%LID WDID NUMBER. CALTRANS STANDARD DRAWINGS I-- 'BB' T 16. AS DETERMINED BY THE I I � __� L WA,L L'S 3-90 PLAN & PROFILE 'S'T0 R"M DRAIN N�l RANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD Bo,,� r,UDiERT WIN( D86A -TORM DRAIN L111E 'Cr"' IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND PLAN & PROFILE I L To S'S CULVERT WING,"WALLS 3-90 MATCHING OVERLA"' REQUIRED MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. D86B PIPE CO t P LA N ez PROFILE STO R M DRAI.1',l LINE 'D 1)" PL,411 L.A'TEIRAL '131 ' C6 4 0 _RAL PROFILES Uj t- 17. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION 0117 ADDITIONAL SIGNS AND MARK I NG-,]', NOT INC' UDED IN AU_IAhX.G-' LATE T w C, .3 1 1) �Ij I J-1 21 THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON R(_IAF`A1Ay- ADJA(-FNT T�� IHE PROJECT B 0 U F1 D A R 1 ES, STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION 1 111,4t PAf_A0A1 Ajr-. :,OFILE STOR�vl DRAI N LOW F1 OW LINE 'E E' UPON THE REQUEST OF THE DIRECT6R OF TRANSPORTATION OR HIS DES'1'(,_ NEE TO IMPR',')-VF TRAFFIC SAFETY ON THE ROADS PLAN P UNDER THE JURISDICTION OF THE DEVELOPER. CA yLrQ& AIN LOW FLOW LINE 'FF 84-87 330-2 MANH()LE SHAF11' S FETI LEDC'E 9 0 PLAN PROFILE STORM DRA SAI Y L 18. EXISTING STORM DRAIN PIPES/CUL-VERT" (WHETHER TO BE CONNECTED TO, EXTENDED, AIDJUSTED, DRAINED TO, OR JUST P LA N & PROFILE 'STORM DRAIN L",j v1V FI OW LINE '1 11 1' 87 384-3 ENERGY DISSIPATOR' IMPACT BASIN WITH 3-90 IN THE PROJECT VICINITY) MUST BE REPAIRED AND//OR CLEANED TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE TRANSPORTATION DEPARTMENT. VERT11CAL BAFFLE 'AAll PLAIN PROFILE STORM DRAIN LOW FLOW LINE G'101' 8 8- 7 MAINTENANCE MATRIX DETAILS SHEE 89-90 NOTE:MAINTENANCE OF STORM DRAIN STRLK"TURES FOR THE STAT110M LIMITS SHOWN ON THISJ MATRIX S)HALL BE TH� RESPONSIBILITY OF THE N(PENC,'Y I_I'_3TED. MAINTAINED BY: MAINTAINED BY: LINE/ MAINTAINED BY: LINE/ MAINTAINED BY: ABBREVIATIONS LINE SHT. SIZE/TYPE RCTD HOA LINE SHT. S I Z E/TYP E RCTD HOA LATERAL SHT. SIZE/TYPE RCTD HOA LATERAL SHT. SIZE/TYPE RCTD HOA -4-03.02-10+3'1.05 LIWP�'A' 3 THXI 41 RC13 '33TA,10+0 1.00- +7 2.8 0 L I I" E '0' 32 3107 RCP STA.1 0+07.15-12+54.54 LINE '1313' 6 2 `:TA, 2+17.9 7-12+7 171 STA.10+00.23-12+17.97 "AT. 14' 27&73 18" RCP STA.10 1 Jj I LAT. IT 27&81 1 '7' LINE 'B' 4 -36' R Ir1*P STA.1041-09.03-14+00.00 LINE '01 37 2 2�' RCP 'S,TA,�12+4 6.13-12+9 3.3 LINE '1313' 62 24�' R C'P S-TA�122+7 3.7 1-1 +14.7 7 8�' RCP ITA z '.- , - .10+03.3,6-10+17.38 LINE 'B' 5 .3 6" R C P STA_14+00.00-18+00,00 LINE 'P' 3-7 60" RCP '�JI'l'-,_10+07,00-12+24.86 'LINE 'C(," 6 3 3(j` RCP STk 110+06 10+75.('39 L A T. 111 28&74 -TA.'10+02.60-10+26.` 1) f7l BEGIN CURVE 18" RCP LINE 'B' 6 3C RCP §fK 1 E+00.00-20+02.15 L I=EC-; 32 4 48� RCP STAJ 0+01.00-12+37.33 L 1 N E 'CC' 6 3 24�' R Q P �TA.10+-1 5.6 9-1 - +R)7. 0 LAT. 'M . 29&74 18" RCP STA."1 0+14.7 6-10+71 .13 END CURVE Er, T LINE 'C' 7 84 R Q,P STA.10+2100-13+98.93 LINE 'R' 35 X RCP 'S'TA. 10+26.43-11+02.20 LINE 24!' RCP STA.1_3)+67.10-14+38,12 LATI. 'M2' 29&74 18i' RCP SIA,10+02.50-10+29.42 PR- POIN I _-E CURVE 7 f-, OF REVERS IT- -TA.10+06.16 10+40.6 0-1 1",1 T (,-AF 00 1 OUIND CURVE �36" R CID !�Tk 1 1 t��I F M' 64 8" R ICP `111 At'!0+0 1.00-11+08 2`4 JNV 30&75 2�' R C P 'S P MD _lt044,9-1_,�±50 00 1-1 N,E )Rj 8" RCP JILL!+0/2.20-11+58.30 LAI DJ 4�7 rp IT, 70-12+72.91 LAT. 'N 3 1 Pz 7 5 24 RCP r--')TA,.I Q+0 12 9-10+_173.4 4 1 4 5 2,f R�P `18.10404.74 H +56.`0 SIAJ 1 LINE 'D' 9 36' RCP ST8.,_13 41-50.00-14+31 .90 LINE __2`4" RCP SLIS.09+91 .7-7--1 2+11. STAJ 2 U . '131' 64&P_ ENTER! INE o 7 LINE T' 9 32 0" RCP STA.14+31.90-16+5100 7 Li LINE T J 1 36" RCP SiEk 10+06.18-111+79.87 LAL IV 9,&6 6 18" RCP 10+02.52-110+22'8,60 LAT. '01 32&75 18" DC-2 STA.10+28,j-72-'0+02.77 EACH Ek LINE 2 to 3 Y' RCP STA.1 6+50.00-19+22�04 LINE T 37 30" Rcp `_,TA.1 1+79.87-14+00�00 LINE IT' 38 30" RCP -3T,AA 4+00.00-18+00.00 U1 'D2' 9&6 6 18" RCP SITA. 10+04316-1.01+23-54 LA 1r. '02' 32&81 1 '1 6P" RCP SIA 10+0 35.5 1 0+117.9 3 LINE 'D' 10 /2 4!' R CT STA.19+22,04-19+44.76 EXISTIN( V) LAL 135' 110&66 18" RCP STA.10+02.85-10+32,42 IN41 LINE IE' 11 3 Y' RCP STA.10+07.33-11+22.13 LINE T LAT. 'P 1' �3&75 18" RCP STA.10+05.17-10+6 ilQ 1`1 FLOW LINE 39 3 0�' RCP 'STA.1 8+00,00-22+00.00 LAT� 'EV 1 '1&67 1 24!'RCP '-TAJ0+02.55-10+257.79 LAL "0 1 1 .34&76 18�' RCP `1AAI 0+0 4.622-110+5 4.9 2 1 LINE 'E' 11 24 RCP STA.11 +22.13-14+00.00 LINE 'T' 40 3Y' RCP 'S TA,2 2+00.00-2 6+0 0.00 ------ 1& - i I AT LAT. 'E2' j1&67 24" RCP '3_'TAt10+037.28-10+,115.19 1. "LLZ 374&76 19' Rtl--P STA.10+02.94--10+2234- LATEFAL -!AL- _.-- - - -A '5&,76 IF 41 RCP STA.26+00.00-29+21 ,17 LAT. P(-,P S TA,'I Q)+0 2.5 5-10 13 5.6 5 SUA_10+35,65-10-4- T 8"_R(_,P (TAJ 0+02.691--10+27.61 IF 11 N EMI LINE 'E' 12 24!' UP STA.14+00,00- 8+00.00 LINE 'F2(,,' il&67 J 40.64 LAT. IRV 17 1 3 LINE 'E' 2�' RCP STA.18+00,00-22+00.00 UE 42 "T A-10±0 L7_a-_1a±Rfi_iJ_ J S.10+02.74-- 0+2434 '-'T At'0+24�74-10+54.75 LAT. 'U 1 42&76 187 RCP STA.1 0+02.47-10+27.71 INV� INVERT LAT, !U_ 12&67 30-P STk P J04-03,14-12+47.12 _-1-30" R C P SIL 1,0+96.11-14+25.00 ',-AT. 15) J �&x,66'-17 18:1' RrP "ITAA 0+02,43-10+30.85 LAT. 'Sl' 36&717 STA I LINE 2E' 14 24 RQP z2+00.00-26+00.00 `V t '3 -AC R( -TAA 0 07.34-10+38 _,TA. 10+31'5, LAT. 'U2' 44&78 1 24! R,,P STAJ 0+0125-12+54.13 POOP. PROPOSED LINE 'E' 15 24" RCP STA.26+00.00-2_'-f9' .14 LINE 'U 43 �P STA. 14+25.00-18+25.00 LAT. IE4' 5.8 18!1 R('P D `-) I I PT. P 0 1[1117 INE 'G' 19 3Y� R C? STA.25+90.39-27+85.92 L I N E 'T 44 RCP r'T A.18+2 5.00-19 j- 59.61 AT. 'F1'- 1 18" EQ P ':z1AJ 0 0 6,00- +18 7 L 'U2' 4 4 7 8 8' RCP__ 12+54A.3-12+81 .29 -1-i I 1 63 1!�C(,18 )U, I OF WAY 1 on" RCP c14tJ0+04.43--10-tp_)( .50 :'STA.10+60.50-1 0-F70,14 LA1 "U 2 a' 44&79 '18" RCP STAA 0+02.94- 0+45,93 INP' IQ' 19 L LINE 44 18'" RC P ST At.19+59,61-19+811 .2 6 F. 'F2a' '&69 z*:_ ILI 'j4!' RCP '�'TA.27+85.92-28+66.31 R/W RI H (%, z '9 Al T < ITAI.10 -11 L 45 24!' RCP 16&69 R Q P S TA.'10-IF 0 4.13 0-'I Q+5 0.0 5 LAI.T. 101 42&80 18" RCP `�'TA.10+02.68-10+67.03 LINE H 20 2�' RCP -,TA.09+96.1 1-10+35.8 +3`.89-12+46. IINE Y STA. 0+00.00-12+21 -LAT. T2' R RIGHT I U/M 124!' RCP c'_1A..'I.04_A4.82-J 1 +0'5,07 1 Al- -10+24.20 ST. `-T RE E T 0 'W' 4 10 "TA.10+00.00-11-11-70.7-7 -7 _J I--- LINE '11' 20 2�' RCP �STA.12+4 6,A 2+9 4.6 4 L I N E 2'4" RCP LAT. 'F Zj L I. 'U4' 44,&80 2�' RCP STk 10+02.44 LINE T 21 3 U" RCIP STA.10-1-05.37-14+00.00 LINE 7' 4 6 2,�' RCP "TA.1 0+0,00-LI +0 6.65 LAT. 'F3(j' 16&69 -I P�" Rcp '31-A.10+02.75-10+292 LAL'13131' 62,300 15' RCP STk 10+022.59-10+20.65 IS A -1 ATI 0 1,11 LINE '1' 22 3 Y' RCP 'S TA.1,4 1-00.00-18+00.00 LINE T 47 f5' RCP SULI 1+51.95-13+11 .42 STA.0 9+6 8.8 9- +51 .9`1", 1, '17.&,30 24!' RQP (:�T�",.']O ' Oe�.j'9-lPj+3-j7�.45 LAT."B132" 6200 24!'t RCP `318.10+02.45-10+36.44 Tr, TOP OF CURB I _j t + LINE T 23 30iI, RCP STA.18+00.00-118+57.08 LINE "r," 4,P?, 1 Fj' R r,'P STA-10+02.48-12 40.32 SEA-10+06,.36-10+48.85 LAT."13132" 62&80 'P ST A T. '-,HEEi LAT. "lei'2' 7�,z T0 3 8" RQ J0+36A4-10+47.50 T .82 L;,'�,T� 'G2` 1 '-'4!' P'-'P STA,10+5 4 10+9 2.1 1 Pj' Rr'p STA.1 0+02,40-10+07t05 LINE T 2 31 24!' RLQ_'P S TA.18+5 7.0 8-19+322.0 7 LINE 'Z' 49__ 11 P�' RCP _S-IA.1 11'"32,82-12+28A7 17&- iO k, I I LAII C:�j 1 63&80 ANHr',' F LIJ IN'- K 24 36' R;C P -I I --- MH tv�; �j' L STAA 0+54.04-13+14.69 L I NE 'ZZ' 50 16' R rCP STA.10+00�63 14+00.00 LAT, 'G2a' 11700 18" RQP STA.10+0193-10+14.9f_-, LAT.7, II IP �`P "TA.10-1-02,67-10+30.31 QC2 613&81 RC RCP 'STA.10+0 1.9 Q_434-.3- Ui) J k INC 01\1 STRUCTI RE TA 3 1 00.00 L 1 NE_ 'ZZ' RQP --T/'.1 4+00.00-118+00�00 LAU. 'G2b' E/09 1,8" RQP Slk 0+25,84.-10+02 LA%T,'(__'Q2(Y 63&- 81 18 2-10+28.81 S_[A.10 2 8,8 Ji LINE K 24 24!' RCP .1 4+14.69-14+ L T!"-s TRAN"IT101"l c,7-p I j r'TIJI R E !LINE 1' 25 24!' R�C,P STA.1 4±00.00-18+00.00 LINE 'ZZ' 52 C_p STA.18+00.00-22+00.00 LAT. '(334' 18620 P? R C P 14. 0+-Q5.4 Q-10+e,4.8 Q) LAI TDV 6 4a",8 1 18" RCP S I A.10+02.4 -J 0+19�45 m 7 CL < LINE K 26 2,�' P,(,-,'P __STA.18+00,00-22+25.00 LINE I L_71 5:-4, 18" RCP '3TA1.22+00.00-25+50.00 H(3 L HYDRAULIC GRADE LINE LLJ b"I '(33a, 1&J".71 18" RCP I_1A 0+02.45-10+22.7') LAI', TFV 85&81 18" RCP STA.10+02.71-10+42.48 (%P LINE K 27 247 RCP STA1.22+25.00-25+19.58 LINE 'ZZ' `54 18," R C P f3'TA.2,5+50.00--30+00.00 LATI. '(74' '801 2,�' R '-_'TA,10+0 5.0 8-10+6 4.8:' LAL 'ZZ3' 5202 18" RQQ STA.1 0+02A2-10+35.00 �j R1 0,D C, I / A_ RCP REINFORCED CONCRETE PIPE 71 LINE 1' 28 W R-10 10 ST1111,10+01.60-110+22.91 'LINE 'ZZ' F STA I , 55 .30+00.00-33+75M [jJ. '04 a' 1801 '181" R�QJP 'STAJ 0+02.51-10+31.69 LAT. 'UT 52&82 18" Rk'--/'P STA _ORCED C01"ICRE E BOX Rr'B REINF -Tr ,57&8,2 18" RCP \/AT1 < LINE 'L' 28 2C RCP STA.1 0+22.91 -11 +46_' 1 SJ8. +46,3 --'1 + 9A 9 INE 'ZZ' 5-F'� 'I a RCp r__'�TA. 3+75.00-318+00.00 LAI 1. �G"' 1901 "18)" R-P Q 11-Al,10--1-04.40 Qj+7 4.'-',3 WA'TE,- S1,_IRFAr,,,:, ELE 10 1` j LAL 'ZZ7' 11 E Ld 'LINE M 29 6'HX18'W RC13 STAJW+01.00-13+�7 93) INLE 'ZZ' 57 18'" RICIP S�TA.38+00,00-41 +75.00 ��i,,72 'I F" R-P S'T A.11 0-f 02.79 0+14. LA 1. 'ZZ8' 57&82 18" RCP <` .10+02,42-10+52.17 LAT, 'H V 20� ELEV ELEVATION 0&7rj E R `0 36"' R�10? 3+50.00 - 18" p% 0+02,74-10-4-10,72 INE 'IE E' 83 18" RCP IsTk 10 1_00.00-11 +86.7 1 LINE `31k 10+17.6 1 - LINE 1+75.00-45 150.00 LAL 'H2' 2 Cp A I ZZ' 58 18�' RCP TA.4 CF CU R 1) FACE '18" RCP "TA.10+03 A9-10+34.3 LINE TE _z `0 LINE X 31 m'� PCP STA,1_31+50100-1 4+11. 3,73 LINE 'Z7' 59 '1 Q' RQP '_.'TAA5+50.00-47+16.6'__-) LAI 'I P 23&7 2 L 8 4 18" RPP STILI 0+0163-14+00.0 I_50.7 6 'LINE jp; 85 OTA.14100.00- 17+50.00 ............ LINE R 31 24!' RQP S`TA.14+13.73-18+06.85 L 1111 E 'Ai W WIDTH V (5(0 48" RCP 1-I '5+2p,.03 LAT. '12' 2.3,&7 2 71 BT' 3 TA, 01+Q 2.(3 4-'10+3 83 0 rSTA.I 6TO -1 Q) _TA. 0+12. 4' 'A 61 4 61' RCP STA 5 3 18" R if__'P STA Q+0 4._39-I Q+1571.5 9, L 1 N E 'FE 86 18" RQP .TA.J 7 50.00-21 SOIL B 0 R 1 NGS --LINE 13+1103--1 4+55.72 LAL D' 24 7 2 B1 Lj IJ 1+00.00 -1 49' RCP 1 -154.JI 4, 1-11,11. 'K21 2 �,6, R'I TA11,0+04.61-10+9 1�2 LINE 'IE_P 87 18�' RCP STA-21 +00,00-22+45.40 > LINE 'AA' 1 6 0 EL TAUT 7 -2o-' 2�&a 18" R'C? SI TA.10+Q 4.8 0- 4-3 8,6 8 STA.10+37 8.6 8-10+47 6 8 _LINE 'UU) 87 ____P8�RQF_ ............ I A -'I<�7)J L-!��_-,10+Ai Q7 Q71 741Q±41.8��-11 +=� 84 I 1NF --10+841 0 88 2�' ECP STA.10+00.00 Underground Service Alert NOTE: SEAL-ENGINEER BENCHMARK: ). 36390 I.P. NO. 1300,45 SHEET NO. 7320 Redhill Am TRACT NC MORSE 11; Slvite3so RIV. CO. r"VI IvIL-84-11971 DESCMBED A' FOLLOWS: 11110" K . 1 1 L 17-1 C_ L_ /O.N." CONTAIiNED WITHIN _IHESE PLANS /V, ST A I I)I I(JI LA SIERRA AVE-NUE FROM TIHE III, Call : TOLL FREE SHALL INIOT COI� < Irvine,CA 92614 03 I�IILE SOUTH - COUNTY OF RIVERSIDE V) Ljj 11MENkCE UNTIL AN J/"\ SCHULTZ Voim 949-251-8821 INTERSECFION OF LA SIERIRA AVE-1,11UE A111D VICTORIA AVE, 50 I z FImSwa') SURFACE PROFij.� -)H,FETS� 18, 196 -10,71 E il -.10 STORM DRAIN PLANS _j < EN("ROACHME-INT PERIMIT AIND/OR A �M: C M VI! V113. A FAX.949-251-0516 FEET wEs-r OF 11-A SIERRA ',,VE'; 32 FEET 1,10RTH11;',,iE_ST Or' PP r 2 3 '1"11 T-H 20 A A Nl D J A F I)P R E V 13 ti V L 1 N R;A t 11)A fd DE() I.A'r 1-1--3. L� -) _F No. 4232zr �'170716 SEE; 2 FEET D\ST OF A `vIAfRKEP 1,10ST. CL I- r"PRADING PER,,tvIlT HAS BEEN ISSUED. Li < 1-800 -A- F T rA CD M p N N E R S ENGINEERS SURVEYORS ir L I) r I-AT"K-11 Exp 3-31-2016 > 0�: . - _rt- r, "- Ihe private eligillper �;icjmng these plaits is responsible for ussuihig the UCCLIi-ocy 674) ;/46/16 S.� tA ;,'�AL Am�i) T9 "OT 11 1 \ _�r - `LEV: '1002,030 TITLE SHEET Q, 0 a_ -1,J11- C und ol: Lhe design he;aon. In the event of disuepancies cri-sing oficw- PPEE11 [RED 13' . 227-2600 L)N- Ir, f4oF]Ly r-90M 4TA 7t, ?9 w r 232 A 010 R.Gl. No. 4 - EL 0 IV) CL _Z;1 M AIR K BY A P PI-R. D A TE C"%L\ SCA LE: FOR: W.O.: /\ C. 0 JNTY for deteri-nining an ficceptublea Solution Or revising me p n f pprov I by REVISIONS LLJ < < lu s of a 01 L) IV 5 PL NNERS E N G I N E I COU[NITY 1: CV INLAND INVESTMENTS 1, LP 2931-4 FILE NO. TWO WORKING DAYS BEFORE YOU DIG H- f JIMEPE7 V: L in?y approval or during cons truction, the privote enyineer shall be, fe-ponsible OF SHTS. 1:\803IG\IIVIDWIS\ST0R,M D1R.Aj1[\]\RCTD\-SD-0'I.dv.,g 1/28/15 CONSTRUCTION NOTES AND QUANTITIES NO, ITEM TOTAL UNIT 1 CONSTRUCT MH NO, 1 PER STD MH251 87 EA 2 CONSTRUCT MH NO. PER STD MH252 _ _ EA ' 3 CONSTRUCT MODIFIED MANHOLE NO. 1 PER RCF&WCD STD DWG. NO, MH251 AND DETAILS ON SHEET #89 ... 12 EA ° CB #49 _ _ _ _ ., w,. \ OM= 6.7 CFS 1 4 CONSTRUCT MH NO. 4 PER STD MH254 010 4.3 CFS 1�3 5 CONSTRUCT CONCRETE COLLAR PER RCF&WCD STD DWG, NO, M803 tz 4+ EAEND OW= 1.2 CFS S Am CB #50 6 CONSTRUCT JS NO, 2 PER STD JS227 -2• EA PROJECT 0.8 CFS 7 CONSTRUCT MANHOLE SHAFT SAFETY LEDGE PER SPPWC STD DWG. NO, 330--2 3 EA 0100= 7.9 C S - _.-- 1 j ,J,: 1 8 . . .NOT USED 01p= 5.1 S 1 ` CB #47 i _ 9 NOT USED _. {j 4` r v = 4.6 CFS 1 CONSTRUCT TS NO. PER STD TS303 _ 7 EA � .A•\ tom= 3.0 CFS _ = 8 2 CFS I 1 CONSTRUCT CONCRETE DROP INLET PER RCF&WCD STD. DWG. NO. CB11 t7 5 EA - 0100 8. CFS I CONSTRUCT CB NO.1 PER R,C.T.D. STD, CB304 W= 4,00' 8 EA ' CB #48 W= 7.00' 18 EA I = 1.6 CFS 1 I _ _ W=10.00' r q Com= 1.1 CFS /� -_, '\ Cep= 1 .4 CFS 8 EA C) tD10p= 26.2 CF -. \ I �= 8.8 W=14,00' _ _ _ _ 9 EA 010= 17.2 CFS ~ �� 'e / 1 W=21,00' EA I Llh 'CCr. \ CB #46 .. W=28.00' n 3 EA CONSTRUCT 84 RCP (D-LOAD PER PROFILE 356 L.F I \ \ 0100- 5.8 FS _ _ \ C5O= 3.8 S I CONSTRUCT 6.0'H X 18'W RCB PER STRUCTURAL CALCULATIONS BY RINKER MATERIALS 357 L.F = 20.2 CFS - - ' ' 0100= 15.d CFS CONSTRUCT 7.0'H X 14'W RCB PER CALTRANS STANDARD PLAN D80 167 L.F = 13.2 CFS ,. �= 9.8 FS NOT USED ,r L.F CB #45 1 CONSTRUCT 60" RCP (D-LOAD PER PROFILE) 211 L.F ' ! - 62 -- -� 0100= 4.3 FS NOT USED - _ L.F I LINE ' = 2.8 FS 1 CONSTRUCT 48" RCP {D--LOAD PER PROFILE} 718 L.F NOT USED L.F `-.._ C I 1 CONSTRUCT 36- RCP (D-LOAD PER PROFILES 2,360 L.F 1 CONSTRUCT 30" RCP (D--LOAD PER PROFILE) _ � � �� u Icr r Al r - � C� „ 4,751 L.F �� CONSTRUCT 24 RCP (CLASS IV) L3S\ ,73 �, _ 6,636 - L.F• '� � L.F j � I CONSTRUCT 18- RCP (CLASS IV) �,, _ ! CONSTRUCT BOX CULVERT WARPED WINGWALLS PER CALTRANS STD, PLAN D86A 4 ` EA CONSTRUCT ROCK RIP-RAP (SIZE PER PLAN) _ 4,846_ C,Y. 1 CONSTRUCT CONCRETE FOREBAY PER DETAILS ON SHEET #89 4 EA = 43.3 FS CONSTRUCT MODIFIED CB NOA PER R,C.T.D. STD. 08300 010= 28,0 CFS W= 7.0' 1 EA ' 1 CB #2 CONSTRUCT CONCRETE DROP INLET MODIFIED WITH LOW FLOW PER RCFC&WCD STD, DWG. NO. 013110 SEE DETAILS ON SHEET #89 1 EA BEGIN s }1 COQ= 2 CFS CONSTRUCT JS N0, 1 PER STD JS226 3 EA PROJEG ! 010= 3.4 CFS LOW FLOW, L W FLOW = 59.3 CFS F CB #24 CB #16 010 #14 LINE AA_ f'� , = 22.6 CFS = 9.2 CFS ---x-8.0 CFS NOT USED CB #44 LINE 'W' ''010- 38.4 CFS o � - 14.8 CFS -___-_ _, 0- 13.3 CFS 010- 5.3 CFS _ --- -� CONSTRUCT CONCRETE PIPE SLOPE ANCHOR PER DETAIL ON SHEET #89 44 EA - - �- .r. __ _ . _�__._ _ - �- _ r C = 7.0 CFS 010= 14.6 CFS _ = 2.2 CF -_ - _ J I �- _ _ - _ - - ___ _ _ - __ - _ .7 CFS = 6,4 CFS , SEVEN-HILLS DR. - _ i _ - _ _ __� _ LINE Lm _ - __ h _ .CONSTRUCT PIPE CULVERT HEADWALLS, ENDWALLS AND WARPED ,�INGWALLS PER CALTRANS STD, PLAN D86B 10 EA C�- 1.5 CFS --UNE 'L' I - - _ -- - 1 1 - - CONSTRUCT MODIFIED MANHOLE NO. 2 PER RCF&WCD STD DWG. NO, MH 52 AND DETAILS ON SHEET #8 2 EA w 4 It / _ 43 3 CFS �_�� °� CB #43 -� _ _ �' j _ � ! _ - _ - - -; CONSTRUCT ENERGY DISSIPATOR PER SPPWC STD, 384-3 PER DETAILS ON SHEET #91 _ 4 EA i o I / C1 X8,0 CFS i C, C I F26 r _ - -- -� 0100= 6.9 CF� -' 1/ - �g -.r � C INSTALL 6 FOOT CHAIN LINK FENCE PER DISTRICT STD. M801 010= 4.5 CFS i ` -� .y I PROPOSE[ FLOODING AND � . �,, air, U� �- � = .8 I � 26 - _� j I gO Q 1- y - -- �- - - _ NOT USED l INNUNDA11ON EASEMENT , , U 116-CFS- r` l -; I =�°i q ,:? I LINE 'K= L_ - 7 - ! CB115NOT USED 0?b r� CB #42 I j- -- '� '' i` I 0B#ft .9 CFS CONSTRUCT DOWNDRAIN OUTLET TRANSITION PER DETAILS ON SHEET #90 1 EA rn 0100 8.9 CFS _ j : EMERGENCY - CFs 4 _ CIO= 5.8 CFS I / 1 I CB #12 I CONSTRUCT CONCR E DROP INLET W1T1-r CONCRETE APRON PER DETAILS flN SHEET #89 7 EA FU, ' o r .��- -i _' I 0 = 18.6 CFS OVERFLOW � = 7-11 TCB #4( Nt T A-t'! - 2� f 5 Cry - -- E t 1 0100- 18.6 CFS I r F -,s ! � +,5'_ _ ;y\ -�.,,,. 1' _ __ 010- 12.1 CFS cos err c` 1 1 i ! _CX= 12. FS LINE hA� cn - 13.0 CFS I __ � 2� � � " �' = 9.9 CFS-. CB #13 = 8.5 CFS EXISTING I , `' 1. e .( CF 11,17 HARRISON DAM ��R(� V \ �� = 5,2 CFS� ` ! {- LI LOW FLOW A�`, Im i ,- tai, Big- :10 I / \1 S!J II /} y / - GB #27 CAIS .. , • . , TA rLOW FLOW CB #37 C400= 172 CFS CB #26 010- 10.9 CFS 1 CB #6 -LINE ,� -- l �` \. LINE IT 1 0100= 5.1 CFS - /� r- 0100= 5.0 CFS m GB #41 3 \" p\ ' = ,9 CFS 6, r [ �i = 4.9CF { ' i a3ACFS < a / , %/ = 3.3CFS r ✓' = 6.5 FSi j NE 'S- y� 1 FM C.,ENCY `-- ' (WL-32-CF S OVERFLOW / CB #2 ✓ CB #5 / RT r i V' 1 I a 7 - 1 ON=-12.0 CFS = 13.4 CFS \m ' CB #38 r % si 201.2 CFS r8.7r-CFS' l = 2.6 CF �- GB,#2s �O = . CFS '� _ 010- 1,7 CFS / �,.�- �� 0.-_.- , 11.8 CFS F - �K10= 18.9 CFS _ 01p= 130.2 GFS ', t 1. - 213 _ = 334.5 CF 5 I - � _. � 010= � FS l ` \ -,-. _ � �_ __ -, = 271.4 CFS = 209.2 CFS 1 = 12.1 CFS CB #39 ` ` .,... � - f LINE H' I,r i / 1 c� i t ,d - _ OX) 169.8 CFS I 2,0 C, i I z cc CB #36 _ , _ ,` x CB # 1 _ -' EMERGENCY - _ �, LOW FLO - OVERFLOW- - -_ ,,' �i 0>Q- 1. CFS CB #35 ) Fn :7A' 0100'3.4 CFS t c" �; ,LINE Y" CF r rLl 'E <' i - 3 0104= 6.6 CF ClO= 4.6 CS - - ___ , LOW FL W f �,� 1 INE Ct = 4.7 CFS 010= 3.0 CF 'UNE '0' = 27,8 CFS - 432.4 CF -' = 5.9-CFS- o LINEA 1� OW= 20.0 GF S' ...II ~� x:18. FC0 S rr 1�" , O, = 270.5 CFS'\ \ j - Q�', 3- �- z 010= 12.9 5 _ \ c- *r\ � LOW FLOW��;,� - z � S _ = 4 .89 - - - J B #2 ._ ,k C ° - 3G,7 CFS . l =' tr, LRF 'P�----,1 '`� -, �'� LINEF ;� ;� ~ - - ---�- -� �1 -- 2 = 8.5 CFS 5� 1254'q1 'CFS EMERGENCY - 1.6 CF " ? ={ B #8 ?= 5.5 CFS I 1 I q9 }= 167,2 CFS i F 01()10= 46.7 CFS �-\ \ l = 756,2 CFS OVERFLOW ��G 010= 104.+6 CF {��-/ -�-j- - '_ _1 � 1.1 �� CFS I # \ '� �( ,'CB #32 CB #31 I _ I oc = 34.0 CFS j t t-_ __ 14.3 SFS I C0= 10,8 CFS C 1 LINE ' '215.0 r F I I 1 LI-IQ f LINE B - 1 � � -; = 9.1 CF IQ = 6.9 CFS { ! CB #34 I r► -� t I r ct. i �� i�,,, --- - 0100= 5.2 CFS rNr" � 1� ,�\; !LINE F Pq A LINE 'O# SLOW FLOW < '�� CB #4 � a�`� � � ! ��, r� {W C = 3.4 C' S / �. 1 CIRCA ? - L ZZ ' � = 4.7 CFS I- - 1 � tG I I �� 1 r -- '� 1` 6 LIN E 1Z r � -CSF a- 3.4 CFS - I I j w �r EL CEI _ rn `#33 (` r L11�11= - = Qr t CB #3 c k �, CB #1 rr, I - 6. CFS '%r` 1 I - _ . �_ /' LI>1/� ' pyR- + �N �_ . SQ 021.7 CF 1 •it <�: = 4. CFS ,` - 2r � = r 7 CFS 010 13.9 FS k IrL4% VA-1 i � N ` I 31- - r.t - _ - ? 57.1 CFS I= Cwt?= 1 / _1G�"�_ ~' y 'CB #fit _- �� - \, - 5 8 CFS �o��' j 010= 730.9 CFS- LINE 'N'-r.__ _. r OM= 9.6 CF - , 010- 3 . TEOF CAvF - _ - 17.5 CF s._ - y - ' ' 1 I _ 6.1_CE� 1 = 11.9 CFS - °,� =11.2 SFS _ - - _ - --__ - _ _ ._ _ _ __--_--- r;; ; 0100- 17.�CFS_ #TQ -=�:6 FS- s CB #38 8 CFS , 010= 11.4 CCFS .. .;. { CB = 6.3 CFS"0100= 28 CFS 0 i e .j OD= 5.7 CFS 00= 135.4 CF 010= 4.1 CFS = 1.9 CFS_ OL = 84.3 CFS Ld I SEAL-ENCANIEER f3ENCH�IARK: TRACT NO. 36390 I.P. NO. 13004 SHEET NO. c Underground) Service Alert NOTE: -. 1T32a Redhill Ave. rr �` MORSECO. 'h �_� -`zt-�� DESCRIBED ° CII IC` r� � � �, t=_�� Suire a�a RIV. G) cru9 ial_ r3, � 371 >',S r�__0.,�. I _ Call: O R INORK CONTAINED WITHIN THESE PLA@1S 2:U � I � �n<- r.l� I SIEf�r`A Atlrl}IIJr F�',Clt COUNTY QF RIVERSIDE 2 ! i I ✓ • T V L_ t 1 r'� \ i' I ° \ - �1 -- - - r�� `. 7� :� Ervine,CA 42413 (�.7 fi! L= SOUTHEAST I AI Js.� v-� i �i-IAI_L 11OT COIiIi iENCE JI! rIL AN ! F r 1- 1 {` y �'LJ/rte., ��,\ H U L T� voice:949-251-8821 riE INTEPNSEC�I IO ! OE LA SIERr�A AViENUL AND VICTC);?IA STORM DRAIN PLANS � z `? ° E@lCr?OAC INiEN r r'Ei�MI r A@!D OP A 3 ��A�1' V 1REV'ISED FINISHED SURFACE PFkQFILE 3HEET5 18, 19,70,71,72&79� EPLA40. ,fig <� �a �; � � 4 _ r i _ r - --- -- _ ,, 'VC; 5rJ FEr r °�'; :'�r OE SrEr�i?A ;;�/E; ;> EL:E"r L iry , FAX 444-251•0514 7 C I I - ' CRADING P FrMIT HAS BEEN ISSUED. _ I _ SHEETSZO9Z3WiTHZOAAWD�3Ar-n� E',fiaeI l.INE'�I'AtiyAt- iED LAT'jj-y •{{ r , s� � i � =r i•r� � r�� r. � M-- ;x i '[® 4(� } _ -- I _ _� � i;o. -12394 NOIR rPNFSr Or r r #17071=` SE; 2 �I �r�i Cr „ CONSTRUCTION NOTES & QUANTITY ESTIMATES I $ �Lm i 1 ili1 . LAT OIEV T ' 1 � i.i U '"''•' ' Q Tr a r,' 1 PLANNERS EhBGIttEERS St�ItitEY4R$ r KIE i 929 _ ��^^l� .�> Cz fhe Private enline.r si,ning these plans is responsible for as sijrin,� the accuracy _ -�_t' �� '��. ��' � �� '��. �� 1-��_ Nt `4 �1. {�� 1,4 i. �� r __� r-/ Eta. �-33-�99r;� a`.�� MARKER A�� '� Pf�`-' I;'�/D �� INDEX MAP < 3..,i � �� Yi ._ .. :.,... � n. ,.,.., .a .... � ,, .,.. •. :.•. ,,,,.. _ � __!� � 1 y .. �.. y� � i5 !-rr-`� r`- 1'fi f \ I JJ i. l, I=�_� r I ,,, , z r L r i/: 'I 002.039 w 227-2600 ani) ogee= tdoilit of the design hereon. In the event of discrepancies arising after I cmV4 31306 WISED LIN T PA0FjLE F90M STA r.8+89.17 TO 2if ZiA � � \ 'J� CIV11 `t` 'r ..} Ai�rD � P.C.r. No. 42. Z_ #�F SHTS, { i Ci_ county approval or during construction, the private engineer spoll be responsible � r I r,r r n TTS � �<T �C�� Cir INTY W I CL for rset rrnininc an acceptable solution or revising the loris for approval b I`alAr K I DY DATE � ��r p�. it DATE� �; 0/� CA'C� � ��, �d � SCAL F: FOR: W.�.� � < p p �, y REVISIONS - - -- _ _ _. _ GV INLAND INVESTMENTS 1, LP 2931-4 FILE N0, r ° OLI i°) _ r- ° ---- - ' �V III TWO WORKING DAYS BEFORE YOU DIG r_,�:R ( s?. JI,1_i! Z V: rt yy { ,rrcap �.�UO,Slo�l11l �i�;J\�IJf�ll �i\AII9\(�IiID��D-��.�i:'1�1 I/2�II.� 21+W 2` �J 00 SHALL P W_) TEC T 1�1 PLACE ALL UTILITIES OR{ Af�ALLELi11G Tt1240 - iaa1 `rf" - . MARDI GRAS L,11,NE r7 PROPOSED FINISH � �, 30.0 I 30.0 .. 2 SURFACE- � �� STORrrI DRAId'J `j �,#. ' 13.01 g y 12MrL H �" � ' > izJ . �, a STORM DRAIN I �- : �$ , 0.01 6.0' C-4 I"r1l y CO Cj_ r 10L Ld 1225 ... ...... - - _ y0 _ e�3w`.�+^�.v~ .. •j]�• "' ""r"'w+.u:a>''.r„�" I 1v �' // /// : �> - i �` i 3C1i� r CO Cj " -•._v.,I4;wa' "'s"e °'. d J^1 O/. ��r,o i SECTION AT STA 22+00 �� : f� _ ` - „ , {, �� SAND SLURRY PER �� TYPICAL FROM O as qk 21+25 T O 25+00 �--' �- -�� - l h I� � ., , SCS 22•'x-91.30 5� 'L� ��'I�iwPS ° 2 a-1'.��: ALL X -- E CTION `CAU �� . .. - -R LINE 0� I.P. �1 JOG r3 . ' 1220.63 II�IV. 1� K L;;f. G� L()'0KIHG 0��H 'ST RAV. ` 1226.03 PROPOSED 8" SE'�'IcR -r �I �� - -/` - � � ��° 11TA 1210 �- / , yy H`(DrF ��.JLIC DAT,; - r _ (� - 10 90.7 Cr.� `� ;,,>.•.`" " / 1 20 CFS S.'J CJ) r t `r r t� t -� MAX e 1 = �-'`�-'``� VPI��,� �2c�.2 FPS �, a� 0 �.I 208.1 d � � �� 205 - 162.60 L .r L18' RC 2J5.3C L.F r i" RCP-- - LINE TABLE (1 E)00'=D) (1 X00 -D j LII`1c LEND I Ivl BEARIiilU oiIAINTAINED BY RCFC ,V/CD L1 O.BC N 69'16'31" b�/ L2 14.8 2 1\1 37a29'58" E 13 22.73 N 10'49'01 E PR09LE SCALES L4 3O.Bc �1 05.25'3.1 -1 PROFLEi ;IL �t'1. 1"=20' L 3.1 A I�1 85-33'-7" 111 r - ) VEF�T. 1"= ' L6 31.79 N 22"0,x'23" E IL-AN SCALE THE •,oNcRETF COATING OI�'°I THE It 1 SIEE OF ALL REINFORCED CONCRETE PIPES t JUST 1`• >rJI BE INCREASED O PfROVIDE- A ivflHId,AUM Or 1 -1 /2 WINCHES OVER THE REIJIFORCINGFLEUR BOULEVA�S� AND II',]CREASED TO A iIJI *IIMiUIM Ot- 3-1 /2 INCHES OVER THE REINFORCING FOR Box/ Cuvr-f�ry n S �t S EI ST�REEJ STA. 21+11.2�i1 �✓ �STRE=> STA. 21+10.25 !ilJr-IE N DESIGI1J VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN ,� rREI'll GTrI , IN THESE REACI--IES SHALT_ BE F'C=5 000 PSI FOR VELOCITIES EXCEEDING 20 FEET PER SECOND ,�' C� I �� I ii I$ J I CB r�20 ,! �Oi IJ iRJCT l t�1 il��. 1 PER STD t dri2�1 rti r r , w-,� � _ _ , 14 =�' �` W I = EXCEEDING FEET SECOND. Yl I 1- t , \ i H -, �i� r I 2 CJd'1:� it�UC�J COd\10.1 PER R.G. r.D. S fD. CED300 'N=PER PLA&I, V=PEf\ PLAN AND F C 6,000 PSI FOR V LO .,I TIES EXCEEDIN..� 30 r EE E SECO ( ) �, !� J1 � (IPI=7',, V x.60 ) ) ( ) 146 (2 GUd�15TP f 2-r TCP (CLASS IV -124 2; y ,, ' r2j10+31.80 CONSTRIJC � 1�" RC (CLASS IV) . 'R01L� S�` �r1 1 LA (ERAL Goa PROFILE •r-r- r, H EET t1� i y.ate -, cL.J � c-' 2� LATERAL 'G�'r' i `��. ��.W.t,� r SEE SHEET X71 F r DAT;� PROP. C'i" S��i=lEr� `.`".-`a U ra ��a`"`'�� BLVD. --w,. , V w, �� `� � , ,� C GURV DATA JI CUR E - ---- }� �JARDi GRAS LANE- rf., ., 21+73.03 AHEAD) FLEi1R v rH r =22+OO.O�J (BACK) FLEIJR BLVD. -�:_,,. A = 2�'I 3'31 l� 8(Y00' c, .-A �- "A" ..,� R = 22.50' R = 22.50' tom! !I = 4� - r -„ ,. 55'23`18," T � �-.0.� T � 1�.�� 22+00 _ N F 2''1'2.73' 23+00 _ ------ 24+ ��, I m 0.12' L = 31. 7' --------- -------- - ,-� ----------------------- --- ------- 00 - - --.L)_ - ---------I------------Z- ( w I ' y iii i_' ry STA. 7 '. rr T I „ � ��, �- S(�ri. i�J � q O.c�� rDr�, - �I��-,. 10�r-30.��' ---------------------- -- ------�-----------!\--f' j----------- --_ - EC _ . 101 '0.98 EC STA. 10+02.35 ` I _ .,�c.✓ w �>2-I"o0 STA. FLEUR BLVD. � l 1T. ___ -_ � STA. 22&5089.0207 ry / )/ 7) ✓ ' '.y _ `' I 1 Il i/ &5089' 1 /i - 2265154.'963 PROP. 12 MATER =23+13.9, SD LIME G - _ PI dl 2r� �.0v07 PI ! , i- a l 6205485.72A.`7 E 6205438.4738) w 2 +' ;`� '� ,� LATERAL 'G3' PROFILE SEE SI�IEET ;70 ATERAL 'G3a' \ �� I �'� S.D. LINE 'G' --� �`"'►�'/�� 0 L �- SEE Sl x �, " e � SEE Of TR„50390 RC'--C l PROFILE W T ;r71 �7± rtr � �� Ir,. " � , _ 0� y�� STORM DRAI °J PLAN ..., rr C TFC " `�! 7, o �� AT�� 1_ q 1 Q� B r�, �, � T EET STA. 22+55.00 R W PLAN � 7.511 Li 147 Lij t_ -1 ! nFLEUR BOULEVARD LINE YGY � _ ��. ITRACT O. y 0 P. NO. � 0.� .� Underground Service Alert N T , 1 1 � ��mML-84-1971 DESCRIBED AS FOLLOWS: -- -- - - ---- I �OFESS \� 1 RIV. CO. 8PA r r 1 �, i y ,. am " - rr 1 WORK CONTAINED WITHIN THESE PLANS _ Q ✓� \ 1 , 0.7 MILE SOUTHEAST ALO�dG LA SI�Rr�A AVENUE FROM �� - � �� 18 r- •" Cull-U TOLL L t x�E� 0 'HALL NOT COMMENCE UNTIL AN � � `�� R �/ � � (A LJ r ,� �y ti� , tea = a�� THE INTERSECTION OF SIERRA AVENUE AND VICTORIA d , �� u ENCROACHMENT PERMIT AND/ORA 1 c, � � AVE; 50 FEET `W�JEST OF � SIERRA AVE; 32 FEET �� _-- �F_ 0 0 GRADING PERMIT HAS BEEN ISSUED. C _ Flo. 42324 -1 ', 1 ,� 1 NORTHWEST OF PP jr 170116 SE; 2 FEET EAST Or A � ......., -..__. _._ ... _._. .... .--_. _,r-.... .. ...... .....� ..-.Aw. _,,,....n, _.-. � ,.� _ r'l � � ' �. � ..w r i r � �y( ear 7 rt Exp. 5-31-1U10 o MARKER POST. NAVD 18)3 I � � :;� The private engineer signing these plans is responsible for assuring the accuracy #-- 9�- �, � - $ N r- � � _ e . W.. ., 3 Y' �- ['LEV: 1002.03 3 _ r� j t� p ie g ., W W r PR PAREQ 42324 .. and acceptability of the design hereon. In the event of discre anci.,s ansin after 4 � Cr�C'�. �I �I � R=.'��°�•� rlt�tl.�;1>~,�i ®+tJ��,�'� ��t��`I..� '� � � •J'� `,. CIVIL �\`T � !�"� R.C.E. N©. count approval or during construction, the private engineer shall be responsible r r �� •� rj �� y pp g g '' MARK BY DAT r APPA. DATA W - . CAS 1 x �' for determining an acceptable solution or revising the plans for approval by REVISIONS I ;+, t t COUNTY W - - H: V: (NI AND INVE.a� EN1� 1, LP t` r� NU��N�� DAYS BEFORE YOU 01C E Ei�R ( Jlivi`=NEZ I:\80316\IMPLANS\ST0RM DRAIN\RCTD\SD-18.dwg 1/28/15 26-1-0 27+049 i `fir,�-��j 2� i - x+00 _ _ _ N HALL ALL 1 270 STORM RAI N 1i t 11 ESS O R W1- E �-J ' e - - --- �270 �� i lARDI GRAS LANE ' , 330.0, _J v EXISTING SURFACE .1265C STOR�1 DRAIN 7.0' 13.0' 1 / R� DRAIN 6.0' 1200 // - C� /3 ,: TC L call 12 i� 4 ) i� .rte G ,w+�,�,.. ". _._._ - - V= - = 8.04' 125YJ.2L 1 _ r" fj r'+{' r' 'n1 --- --..-. - ' I4 IY t. i"' EV. v . PROPOSED I�li��I �n j (h SUR1255co C STA 27-x-84-.25 `1 s� r''' 1 , , y 3 ��j0 1253.99 � � �V�3 16 RCP LAT. (�5 _- rr-' ,=0 , 124-9.g8 11J�/. ��e I 1-1i LO A fit _4 V) C111 .J.9/ . rayy � .•� � � I I " STA � �' 7+00 12 5 =y,:.,,.�"`, ..,., i i•f� J j .,.,. -• mea '-w". ?-. _ _ --- __= (� `` ,% 'n- - j d.' S t "J'12 r, 1 hJ % , �1 , � -_ --- r� , T- , . SFA 25+86.04 ' {� I .J - -4- Lo .> 42 RCP LINE 'r(' 1'�'� , 1239.ef5 I11�1 .. �' ! ------ �� - 00 ,, C"i 1 0011 D0> E A V \ -- r- �N S N CD 1240 24025 PROPOSED 6" SE V,,iE R r r ' i-n rte C'4 .- d 236 1236.38 ) �, + � HYDRAULIC DATA r L T ) �`� HYDRAULIC DATA �- 1235 co a) 100 25.8 CFSQ100 =116 rr �,- + r _ Go �,i � THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED - L L V,,,iA,, -15.I FPS -� V ,1A�, =1 S.1 FPS r z r r r r EASED TO PROVIDE A HYDRAULIC DATA >� A � Co1�cR�T� PIPS MUST BE MCR r r - �� / � MINIMUM OF 1 -1 /2 INCHES OVER THE REINFORCING .1233.08 Q 100 =99.7 CFS � Cn Q 'y i` AND INCREASED TO A MINIMUM OF 3-1 /2 INCHES OVER THE r - 19 ,19 I_.F 3� RSP 60.-,� I_.r � r" RCF' REINFORCING FOR BOX CULVERT, WHEN DESIGN VELOCITIES \/11ra 24,,5 FPS V) V) r r ✓1e�' (1500-D) (CLASS IV) yEXCEED 20 r EET PE_R SECOND. THrE CONCR�f� DESIGN (CLASS r rr � r r PE r r r- r r r PROF- R STRENGTH IN THESE REACHES SHALL BE F'C=5,000 PSI FOP, J2,SJ L.r RCP MAINTAINED L� 8 MAINTAINED BY RCTD � xlOF�17UFJ, �"_��, � VELOCITIES EXCEEDING 20 FEET PER SECOND - AND F'C=6,000 PSI FOR VELOCITIES EXCEEDING 30 FEET � VERT. 1 =�' l (I 500-D) _map =a PER SECOND. PROFILE ' PLAN DRIVE - R/111 - NOTES"r !9 r { CO 1STRUCT v11-i iiNo. "i PER STD �iH251 �? PROP. 8" SE'r'#1ER r� � i�iiARD1 ORAS L�,IjlE STA. 17-A�r��, � � ��' �', � _ -'� 2 CO�•1STRUC-L CBJ0.1 PER R.C.T.D. STD. �B' C i r ) -RAID! CROSS CIRCLE �T\. 1� r� .�� , G ,. X00 (��/-PER PLAIN, V-PER PLAN) ,� ) MARDI BRAS Lf�i'!E D LIFE 91� c�F _' �- x ,390 r \ �� i� �� c�J � 1Q+50. 5 RAIN CROSS CIRCLE �� IjlT. �� c7 � �3 � � � ��,> � �� C0�ISTRUCT 30" RCP (D-LOAD PER PROFILE) r y11�1 P i1 i� i r i - 2 =2�+1x.97 SD LINT_ G - �, ,- r , " (CLASS r ) i X23 CONSTRUCT RUQ, 121 RCP CLAS IV _C' t' ��' c�jO>'.��1 %� v 6; 00 �� N I1 '141r3" �N I .37' 27+00 ( _ r ,_-- \� r- CROP. 8 °BALER Gr rf' o �� J\ A ;DI GRr>S Lr�I IE STA. 15 �'4.�2 0 _ ,j _ . i / EE 'rIcET IT .jam aF? �y Ii -0o - �I% 30 STORM DRAIN ' PROEiI_� SI IADF LEAF DRIVE STA, 10+00.00 J 3� 0' CURVE DATA i(1' CURVE DATA ' CURVE DATA J _ - _ - D O� a GJ C� o� 1. -rR = 294.00' - 800'.03' R = 22.50 99 ' R 1 �� `�' r� ., f = 26.07' = 62.01' _ - .03' Q , j � T L - � `22111 H \u o L = 52.0 L = 123.78' L = 17.18' 1 V 9 'a! � . � D o C �, , iter • "1 BC = S_CA. 2'+63.54• dC = STA. 27+13.91 PRC = STA. 23 '37.69 _r © 1 o �J, ; �° �, p �,`J�J' > EC = STA. 26+35.54- PRC = STA. 28+37.69 EC = STA. 28+54.57 Q \ o {yRL� � ' '�. ; 165 PI = N 2265203.7558 PI = IBJ 2265136.4127 PI = IN 2265124.1217 CO� 3, � +�1<J�/ r•r r r r r r r�r r"7 ry r r f. r �) �' , %� i � E 62050699.7251 E 6205897.9809 E 620590. 7.9551 a J �� ' r� 1 CURVE DATA W Q _ - 29'2:x'19" Lij 9w W _ R = 45.00' Z 0 u T = 11.80' L = 23.08' DC = STA, 10+41.06 LINE 'G' LINE TABLE EC - STA. 10+6;.96 y --- r r i r7 r r r = r r ra -rJ LINT _ LENGTH BrrEARING PI N 2265089. 831 � ,� ti - U 0' L1 11 .44 N 36'17'3x" \i\! E 6205927.2707 M > -� -- L2 'i1 .J0 so> �N 0 ; -I N 25 19 37 �I d I L3 0.35 IBJ 54°42'55" �i'J v .._ - _ _ T _. _ � ra , �., i Underground Service Alert I 110fE. -7- SEAL-ENGINEER J TJEIfGr'11V1AEi K: l* " y raj '+a-•»�' T 17320:alitil7 w�' SHEET NO. �- , WORK CONTAINED WITHIN THESE PLANS - 0ESS/C �rT�T;ss 3aii=aso RIV. CO. BM ML-84-1971 DESCRIBED AS FOLLOWS: Ar jJ <( >f) �, _ ,✓ III . i `0 I_.•.,.,_- !' R 1.�' �,� ^ � 9/ Irvine,CA�'��7� SOUTHEAST � SIERRA r q r yl f-" 7"j•� '-"'t"�!`� v"" ,... SHALL NOT COMMENCE UNTIL AN rrv� R � � � 0.7 MILE SOUTHEAST ALONG LA SIERRA AVEINUr FROPA J O0Ui's fY F Frit ri tSID'_ Al fit ._ . �f ENCROACHMENT PERMIT AND/ORA J �� y %� �� s c H u L T Z Voice: 4r>_23T- aaT THE INTERSECTION OF LA SIERRA AVENUE AND VICTORIA 7 �' '• ' _ �,TJj j`V1 DFIAI ! PLAI IG' 1 r , wZ G' t•,}_-z T-s 1 AVE; 50 FEET WEST OF LA SIERRA AVE; 32 FEET � � 1 rJ a SPADING PERMIT HAS BEEN ISSUED. n -t ILI Li Q ' �' 1 s� ,., _�Trr ,_ _ �� _ ---� „ _�. zw. .�,� x = No. 42324 iy z --_ --- ---- � r r� r u - r. � �° r r r r NORTHWEST OF PP 17011 2 F STORM rT, .: o .,a�_ , o �E, _ FEET �\�T OF 1 CD O The private engineer signing these plans is responsible for assuring the accuracy Exp. 3-31-2010 r 1 MARKER POST. NAVD 1929 r and acce #abilit of the deli n hereon. In the 1 ✓ ,: «.,w�.. ;, r. r. 3 t, ..., .� - . ! P Y 9 event of discrepancies arising after CiMI�! PV1_3 R1, ,ISL-h- r!N1.�r,�U SUR AC EPP,0 1!�� "" � P s F - � 1 J>` CIV1\ �� a REoPAR_D BY: R.C.E. N0. 42324 ELFV: 1D02.03rJ i 25-1-90.39 STA 28+66.3 - 1 county approval or during construction, the private engineer shall be responsme r qlt � ) , 0 --- - - -- --- - - - - -, -- MArtK BY DATA APPR. DATE < � ^• for deterrnining an acceptable solution or revising the plans for approval by t CAL SCALA: � �,y, ruf`^1 n `r < REVISIONS 1 _ r '" '.�.. ,�.�_Ja x � CF \ r � � COUNTY e �- ,= YOU HEI ZY R. 7 a Fi: V. �� 11LA1�5{ ,' S '1, _ �� is-NO ; I:\30310\Ii�iPL�1N5\STORP�1 DR,411J\RCTD\SD-1�J.d��g 1�28/115 10+00 1 .1-x-00 12+00 1 31+0'J 1,+0 - - ---- ---- .« - ---- �!: MH #1 >�, �� STA. 12+'0z .06 IN0TE: (�ONTP.r'a° v AGR HA L RO 7 �� 1 PL AC- s LL PROP OJLD i Ii�li:Jf"1 t , / r A �- 1 1;r" { r1r r >v r r , \1=1.>_34.,56 � ��, 11 0 g ] I �"�a i�''��a�"L:�`'"a�._._�.�.,.+�L.I� ��J" �i"'i�. ,7Ui�T•AC� � DRAIN-,, Rliv- .a�'i-. ,1 °.., _ OR DRAIN U LE-S _)TRWISj ),]OTE _ �rOr�a�i � TC '1235 25 STA 12+48.08V=U_35 19' RTP ( T. 'N1' & '1-I2' - ----- :qb 1211,41111* ,__- -- <,�� f)�� '12 730.28 HOL 1230 oR 1230 a. _ S 0 0100 Ili �I ,, r I -_ 'Jr�,•e� o � 27 -: 1:97.47 r- U ssa `a ) ,1226.05 > 00 .1220 `� � �< �� C � 1220 EXISTING SURFACE A'/ 'HYDRAULIC � ,� �>� STORM DRAIN N�� HYDRAULIC I'Dfr I �, - I I AULIC DATA fi (DRAUL IC DAI" \ \ J z �� O 100 =17.0 CES Q100 =12.0 CES 1215 �� 03\ � �� ur cam] � �� V =7.9'1 EPS �' r \J a =3.9- 1 FPS � 1215 C_ CD fLO CA a1 _§- / -i- -i- -f - �� C`4J c`'J C"-1 f C4, ) \C S!) CG f h r r- r �l Gi -1 X1.2.05 L.F 24" RCP �� 42.89 L.F 24!' RCP � - RP1 , �� (CLASS IV) (CLASS IVj + T I,JIAA TALI ED BY H.O. � I1210 A1191TAINED BY RCTD - - , r /� ;X05 '05 - c`a . ; . v - _ 0� 54"STOR�ji DRAIN LINE 'G' �� -l- CIA SEE TRACT 36390 RCFC �� HOT 1197.95 � j �� ) - - - CIA OP 1195.37 1200 ly >, �. �._ '1200 THE r- r �.� i *� r 1191. 5 II I I •. r- - I rI� CUI`JCR�I r_ COATING ON J frlE INSIDE SIDE ©r ALL REINFORCED r � EL 'S' r� �j I , 1199.17 _, CONCRETE PIPES BE INCREASED TO PROVIDE A iV111'11JIJl �1 R°�'1 i '31 � A �' OF 1 -1 2 INCHES OVER THE REINFORCING AND INCREASED TO 1197. E _ \ �.� c� HYDRAULIC DATA cL. ,� �a� ,' Q ton =17.0 CFS ° A MINIMUM OF 3-1 /2 INCHES OVER THE REINFORCING FOR BOX ER > EXCEED r r CULVERT, 1I\IHEi�J DESIGN VELOCITIES cXCr ED 2rJ FEET PER fi.. �12 !�:� �, rr) C V t.,1Ax =29.3 FE'S r -I+•�DRAUI_!C DATA 4.1 a � ; -COND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES ,, 4 T- ® PROFILE CALFS SHALL BE F'C=5,000 PSI FOR VELOCITIES EXCEEDING 20 FEET �11uu =17.rJ CFS � 3-�. � � L.F � �- � ;� V A X=2/. FPS r� 2 �" RCP °- C8.�r8 L.F 24" RCP U> HORIZON. 1"=20' 1 PER SECOND AND F'C=C,000 PSI FOR VELOCITIES EXCEEDING VERT. 1"=�' 30 FEET PER SECOND. _ (CLASS IV) (CLASS IV) PLAN SCALE iVIAINTAINED BY RCTD MAINTAINED BY H.O.A 1"=20 BOULEVARD I 1 CONSTRUCT MH LJO. 1 PER STD MH2 5'I i 3 1O C0ISTRUCT TS NO. 3 PER STD TS303 L H.O.A RCTD ``.. f� r rj r- r a o 1� COINS RUCT CE3 NO,1 PER R.C.T.D. STD. CB300 (W=PER PLAN, V=PER PLAN) I ;JAI NTAI NED ivIAINTAINIED rf J I I III 1j - 2�; CONSTRUCT 24! RCP (CLASS) Il ) CONSTRUCT CONCRETE PIPE SLOPE ANCiHOR PER DETAIL ON SHEET #n 9 1) LO 1 _k- r-- co j IMAINTAWED BY HAAf cl� y z I I 1rl 1 S E ,�,f� I I 1 Q r'- �r� .�.D LINE � �, I ► J STREET TSTA. 29-�-03.2 SEE TR,36390 RCFC�'�WCD w, I I -� STORIVI DRAIi\I PLAT J I I UU c d9rr2� Q I I I f�. . � -�� r r> � V-5.0 ) J 10-t-14.7.E � STREET r f''�:,� � ,- - i I I�1 S� 01 01 '��i 141.�� LATERAL 'H1 ' J n - STA. .29+69•�� A& CURVE DATA B�0' CURVE DASA I r '>, L� ! ' T CB #25 �s II I 32 32 >3 PROFILE SEE SLIT. #72 �� B - 12 ` /� = 27 5553" A = 16'4551" I I I A 11 +00 L2 12+00 - b'J==1 O', V=o".35') r , i I I 0 ._�� a - - - --- F_ - _ - - _ 5.0 R = L5.00 _ _ J, 9� �, , E \ I J ,�'� - ` .v (� 2 r" STORM 10+10.72 <�, �,, , ,2 d� ' , ,� �rf. - - 6 _ _ T 11 1 T - 6+75.41 STREET e- INT. ��, _ ORM DRAIN! (� �- °� 3 �., , ,y� ' = 2'1.9�r L = 1,x.17 I V f W t Q2 1 V d `�`, ,`' I ? � J r°*s �# r L =9 97.9�� S.D LINE 'i 1' I3 = wf� 1 r �� + �1 I :lit `tom, DC = STA. 10-11-42.29 BC = STA. 12+61 .57 014 .v d@ �� _ �1 IO`rrJA�.2J EL, = STA. 12-1-75.04 I I L� - .,� IJ c� � 01 ®/ a! i r1.5_r LATERAL H2 F� z !�A i 0 ' � PROFILE SEE SHT. #79 Pi = ISI 22641;-10.3085 PI = N 2264354.1190 _ �,,r- �� + 20' WIDE H.O.A STREET STA. 29-�94.7� � �' ��', � � r "'205396.9'170 I ,,k r r 5 ,� �� L E 620050610.7874 C� i ^r c� a i CD 'STORM DRAIN E�ESE iE�Ir CB f6aPER FINAL ivIAP I 11 Xii r Pj ke' (W=10% V=5.00 ) 1 + P0 -1- Co LINE - n , TEF ;,I � , \ G� �q LI N E LENGTH BEARING �� L,� C- AL G2 1 ?�\ /r I' r - c� r » w PLAN VIE'I�>! i � 1v ---LATERAL 'G1' ��v 1 t 4- SEE � �� 1 �0. /c� N �9"02'5 5 E_ T y SEE SHEET ,','16 % PLAN VIE'�'f/ SEE SHEET r16 � � � � L2-,_,-,, 107.05 N 33'01 '07" W _ _ 131 19.64N 8013'02 E r fi ) ; x'.73 N 36°58'53" E , r 10 % N 20'56'43" E O -5 �� %i � "� E ET ff LINE 1 � ,� ? 1� xaJ � � +.➢� � , �1.10 � Pd� O � r0.Underground Service Alert r• 2Jli : Je. J -' r pFECS/ h10Rs �v: sao J RIV. CO. BM ML-8T-1971 DESCRIBED AS FOL LOWS: f g y41 ,- �� WORK CONTAINED WITHIN THrSF PLANS � �� C>�q � ]Nif1E,cA�zv1� 0.7 P�iILE SOUTHEAST ALONG LA SIERRA AVENUE FROM 'C01Ji T -.,_Pr �flVEPG DC o J d 'cn w r1I I�L r �r SHALL NOT COMMENCE UNTIL AN " R• ��/ {�� s c H u L T z Voice.94:�151-3021 THE INTERSECTION OF LA SIERRA AVENUE AND VICTORIA � STO TVI OF4J]] PLANS a ` v � ENCROACHMENT PERMIT AND/OR A F� FAX:`94)-3;f1-a:�16 C r ---- f� r J AVE; 50 FEET 4J��T Or LA SIERRA AVE; 32 FEET 1 C) U1-800 GRADING PERMIT HAS BEEN ISSUED. �, = No. 42324 �`' m 1 - e NORTHWEST OF PP "1707"i 6 SE; 2 FEET EAST OFA � Y J O 11", .�nI i � 1 �� !!7 > - _. W rr, Lasii ei8 '] c �l3as`Jft r rr Tf •r J - Ex . 3-31-2016 j fr : 1 The private engineer signing these plans is responsible for assuring the accuracy 1 P - __1 MArZKr� POST. Nr ria � F � � r' 1 P 9 9 9 P P 9 Y 11 t r _ 3 c p `' - :: C1 '�a 1 r r r .. r- s s '� ri" 9+96.11 3 ^��I I Y. .+_" �`' :--' and acceptability of the design hereon. In the event of discrepancies arising after fa 1 1 J"/ f'LtyC t7 �!4 3 ZU vi rr"'• fir= ! Zoe S PR PARED 1 R.C.E. N0. 4232 EL�V: 1002.33) {1 9K S111ILI , 1 i T - - . . -- a �_, count o royal or dune construction, the nvate en inear shall bz rz� ansiole � �, � A�f rJ CL y Y PP 9 P g PiviARK BY DATE APPR. DATE 1 �.F \FO V t, o av f 11 ,.3-„ 1 . . . . OF CAL !J - for determining an acceptable solution or revising the Tans for approval b i t 9 P 9 P PP Y REVISIONS � _ __ _. h -�, � � ,.. ,, �.�_ <� .ter _ /- -_ - - - V • t Cv l a r j 8TME s v FJL� �.ai TWO r�:RMN13 DAY!; fzrA YOU 10i�� COUNTY � r I�� 1 I:\80316\11PI1NC\SfORf,9 DRAIN\RCTD\SD-20.dwg 1/28/1 10+00 11+00 12+00 13+00 PRO OSED FINISH C\L MH #1 1236.30 THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED STA. 12+50.08 CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM MOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL SURFACE @ C/L STORM DRAIN RIM-1236.38 TC OF 1 -1 /2 INCHES OVER THE REINFORCING AND INCREASED TO UTILITIES CROSSING OR PARALLELING TIME CB# 25 1235 STORM DRAIN UNLESS OTHERWISE NOTED. ST 12+48.08 � V=6.35 1235 A MINIMUM OF 3-1 /2 INCHES OVER THE REINFORCING FOR BOX CULVERT, WHEN DESIGN VELOCITIES EXCEED 20 FEET PER I 'y12 9.49 INV. �0� __-gyp$ _ 1232.49 SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES ___w Q '�� WS ELEV. SHALL BE F'C=5,000 PSI FOR VELOCITIES EXCEEDING 20 FEET 10 HGL - _ PER SECOND AND F'C=6,000 PSI FOR VELOCITIES EXCEEDING 1230 =O.01 00 1230 30 FEET PER SECOND. 3 S=0.024 �' 1229.95 NOTES / 1229.47 m w >SS8 CONSTRUCT MH NO. 1 PER STD MH251 1225 , z z Op S9 1225 CONSTRUCT CONCRETE COLLAR Lri 2 PER RCF&WCD STD DWG. N0. M803 1226.05 + + N �Sg © CONSTRUCT JS NO. 2 PER STD JS227 N CONSTRUCT TS NO. 3 PER STD TS303 i 1220 3 �� HYDRAULIC DATA HYDRAULIC DATA 1220 12 CONSTRUCT CB NO.1 PER R.C.T.D. STD. CB300 EXISTING SURFACE Q100 =1 /.44 CFS� _ 100 = (W=PER PLAN, V=PER PLAN) C/L STORM DRAIN z i VMAX =5.55 FPS �f V =3.82 FPS 2 CONSTRUCT 24" RCP (CLASS IV) 1 �i HYDRAULIC DATA � MAx 32 CONSTRUCT CONCRETE PIPE SLOPE ANCHOR co Q 100 =22.44 CFS + PER DETAIL ON SHEET #89 1215 N �� + N ,� VMAX =11.70 FPS N �+„ 1215 R �, r � �� CURVE DATA �� CU VE DATA II , 12.06 L.F. 24 RCP U' � 30.83 L.F. 24 RCP v� `� > F- 3 CLASS IV ¢ 00 N CLASS IV ' " G z cn 142.05 L.F 24 RCP ( ) ( ) A = 27°55 58 = 16°45 51 1210 - 1210 R = 45.0' R = 45.00' R W T = 11 .19; L = 13.17 T = 6.63' i o N �i MAINTAINED BY H.O.A MAINTAINED BY RCTD L = 21 .94' = STA. 10+42.29 BC = STA. 12+61 .87 v > i EC = STA. 10+64.23 EC = STA. 12+75.04 1205 �/ 1205 PI = N 2264410.3085 PI = N 2264384.1190 z "' C' E 6205396.9170 E 6205610.7874 Cq r � o 54" STORM DRAIN LINE 'G' °T° � CD cv SE TRACT 36390 RCFC BOT 1197.95 0+ o \C � C U RVE DATA �,C CURVE DATA TOP 1195.37 1200 1200 A = 22°3258" A = 44°55'12" R = 45.0' R = 45.00' 1197.75 S=0$332 T = 8.97' T = 18.60' 1199.17 L = 17.71' L = 35.28' BC = STA. 10+02.73 BC = STA. 10+97.86 EL. S o' RW8, J,�� HYDRAULIC DATA _ 1197.85 �o �� ,n 0 �, �, EC = STA. 10+20.44 EC = STA. 11 +33.14 FI 'R' 'O , m Q 100 =22.44 CFS PI = N 2264372.7500 PI = N 2264272.4900 - N VMAX =31.17 FPS + E 6205607.4100 E 6205577.4300 HYDRAULIC DATA + �, � N - - Q 100 =22.44 CFS Q 34.44 L.F o ® Q PROFILE SCALES VMAX =29.72 FPS En 24" RCP % En 68.48 L.F 24" RCP PROFILE HORIZON. 1 "=20' - VERT. 1 "=5' LINE TABLE ALAN SCALE LINE LENGTH BEARING MAINTAINED BY RCTD MAINTAINED BY H.O.A 1"=20' L1 50.78 N 69°02'55" E NINNIFOLA AVE. FLEUR BOULEVARD L2 197.65 N 83°01 ;07 „ W L3 19.64 N 80°13 02 E I I 1 L4 14.73 N 36°58'53" E I I 1 L5 10.72 N 20°56'43" E H.O.A RCT _ L6 77.07 S 16°38'50" W D MAINTAINE MAINTAINED L7 10.72 S 28°16'22" E _ D L � iLLJ LU ►_� , CDL'J � w LOT 361 co 00 Vii_ � , MAINTAINED BY H.O.A -�� Q o SEE BOTTOM LEFT r J I rril Z S.D LINE 'G' � I _. 12+63.81 INT. ca � � � STREET STA. 29+63.24 PROP. 8 WATER --,,,, PROP. 8" SEWER LJ e SEE TR.36390 RCFC&WCD C/L CB 26 6 1 # { =10+00 LAT 'H3' .0' STORM DRAIN PLAN (W=10' V= 5.0') 10+14.73 ; co I � STREET STA. 29+69.21 -' a � • i i � N 83°01 '07" W 141 .56' � � � � o� LATERAL H1 3 C/L CB #25 CD/ I 32 32 3 PROFILE SEE SHT. 72 ® B �' -j- A 1 1 +00 L2 12+00 # 1 0� (W=10', V=6.35' 12 / r 0+;97.86 BC 5 �V )f `) z 26+75.41 STREET C/L INT; ► j C/L 24" STORM DRAIN 10+10.72 cs _ __'Fr 3 µ o w 32 10 I +� ® =9+97.94 S.D LINE _ -_1_- i r,� ,� ,� N 83°01'07" W 141 .54' LATERAL 'H2' + C 1 cv �Jc ' 0 1 PROFILE SEE SHT. #79bo D 20 WIDE H.O.A J _ 0 S 0 o I� 1 o STORM DRAIN EASEMENT STREET A. 29+94.75 11- n X;' X 11` C L CB26a / cr PER FINAL MAP Q156 J j 1 (W=10', V=5.00') A + wPO P� o w / M + o0 0 m , ' o 0 0 °- LATERAL 'G2' R�� ,o \ , a �p�N PLAN VIEW -,-- LATERAL 'G1' �P�� F_ a� SEE SHEET #16 PLAN VIEW SEE SHEET #16 ' PLAN LATERAL 'H3' z �� PROFILE SEE SHT. #23A 20' 0 20' I; _ _ .r . ._ SEE SHEET # 16Ll N ' }-� ' SEE TOP RIGHT 00 w 0 SEAL-ENGINEER BENCHMARK: TRACT NO. 36390 I.P. NO. 130045 SHEET NO. X Underground Service Alert NOTE: PLANS PREPARED BY: RIV. CO. BM ML-84-1971 DESCRIBED AS FOLLOWS: U WORK CONTAINED WITHIN THESE PLANS 4 P¢oFEsslo� ALLIANCE LAND PLANNING & ENGINEERING INC. 0.7 MILE SOUTHEAST ALONG LA SIERRA AVENUE FROM COUNTY OF RIVERSIDE ., Call: TOLL FREE SOA w � o SHALL NOT COMMENCE UNTIL AN 2248 FARADAY AVE. CARLSBAD, CA. 92008 THE INTERSECTION OF LA SIERRA AVENUE AND VICTORIA STORM DRAIN PLANS ENCROACHMENT PERMIT AND/OR A �-. - O u (760) 431-9896 AVE, 50 FEET WEST OF LA SIERRA AVE 32 FEET GRADING PERMIT HAS BEEN ISSUED. r" W Q ,� U N❑. 51929 z NORTHWEST OF PP #170716 SE 2 FEET EAST OF T LI H " QA EXP 6-30-16 r7 PLANS PREPARED UNDER THE DIRECTION OF: :� The rivate en ineer si nin these lans is res onsible for assurin the accurac MARKER POST. NAVD 1929 t� ® � i P 9 9 9 P P 9 Y a CIVIL ELEV: 1002.039 STA 9+96.11 TO STA 12+94.64 90 227 - 2600 and acceptability of the design hereon. In the event of discrepancies arising after C.M.W. 6/28/17 REPLACE SHEET 20 WITH 20A. ADD LATERAL H3 �9r tiP of SHTS. 0- 0 county approval or during construction, the private engineer shall be responsible F K� e7e5H ��®T. MARK BY DATE APPR. DATE o� cAt zFCRAIITTEKER R.C.E. 51929 DATE SCALE: FOR: W.0.: COUNTY w [il for determining an acceptable solution or revising the plans for approval by REVISIONS DA�is �0�z YOU DIG NLTYj H: V: LENNAR HOMES 2931-4 FILE NO. I:\CAD\1458\MDS-PLAN-REVISIONS\STORM DRAIN\RCTD\SD-20A.dwg 9/18/17 18+010 19+00 20+00 . ` N ",ACTOR SHALL 1 RIO �"-C"'`� IN PI �� 6I I � �� , .�� UTUTES CROSSING 0R PARALLEELINiG THEE Y R °1 Lue O3R / NOTED. � / (1� MIi N-OLr AVE " w 30.0' _r 09 12.0' 13.)( '--' 7.0' 12`30 STORI41 DRAIi\1 s EXIS lillS SURFACE , r �.0 5.0 STORIM DRAIN - -. 1225 23 U� Lo / ws tl ` T / j §ms's�S'4 PROPOSED FIJNISH r 1219.98 r - S��FACE C �,l STORM DRAW 20 N 12 , // TCr 1225 DRAW- 1220 99 rA 18+53.x1.2 I u ! ��- ' � If'KID 121 6.23. � i214.3� IIT/ 3 r fi r... 1214.98 1215 '.$ �.r, / , i I S= 0050 22 :12:1;.01 IIS• 7_771-i, J 121 .w�0 I I �� 1, j rr 1 i �� -18+25 A \ l SIAL 1 + 14.3 1 1 r ), _ "1210 ' 1 cl ID I��t.'12' I i �? r� (+Q �, rTYPIC 'I '" F :8 5 -`3"$"_:.� r;� 9,,, / �` Li) Gil ��`J � 8'°..._ i`��"A� �,.d 1 i. 183+00 ��:� �i� S�'..as". e� 1213.39 Ii"I . , 1 I U .1--- ROPO`�ED 3"' PNE y �� _1 "` . a �� -r Q3 rD I -O E: ALL X-SEC i A a+ �§ _I J -- _ HYDRAULIC DATA I � C'J � gg rr' tq7a -, 1 , _ '1--F_ Q i-1 ` ' a , _ r i t � 1 ='x•72 -FPS ;; - - I yr I I r 21210- -- + _ - L J 0100 =5.2 CFS � Lijco rf� JJ V�i1A;t =�i.d0 FPS ` v' < j , 1 .37L. � NON-STANDARD STORM DRAIN TO CENTERLINE 0"RC 35.54 L.1- 30" RCP � 4.99 L.I- 7,x)9 RCP _ 1200 �--�- � - � �- � UTILITIES IES ILI STFrr-SET IS OREET.NE O ACCOMODATE ALL PROPOSED 21J 5 S (1270-D MAINTAINED BY RCTD ,` J r a LATERALM' PROFILE SCALES x, �j /f LESEESWET #73HIORIZO�] J"=20' - �. _-_._-n.. PROFLEVEFT. 1"_5' PLAN SCALE 1"=20' NOTES KEY L � CONSTRUCT MH NO. 1 PER STD MH251 .- 0 CONSTRUCT JS NO. 2 PER STD JS227 I 11 CONSTRUCT CONCRETE DROP INLET PER RCF,_'kWCD STD. DWG. 1I10. CD11�J 1 Co 12 COIJSTRUCT CD NO.1 PER R.C.T.D. STD. CD300 (V/=PER PLA�'], V=PER, PLAN) �� f�- � -I r rr PROFILE) aJ 9 COi\1:� !-RIJ�,T 30 R P (D _OAD E'ER PROFIL_) �, - j err 4- �: CONSTRUCT 24" RCP (CLASS IV) II C01�ISTRUCT 18" RCP (CLASS IV) \ -� i0 CONSTRUCT CONCRETE DROP INLET 11ITH CONCRETE APRON PER ) '> �.; C 1��.5' S.D LINE '�<' DE TAILS ON SHEET S 1 -0'a VIE1a� SEE SHEET #20- PLAN �. _ - CIS 30" STORM DRAIN ,-j ��' .¢`. t ST! 18+13.26 1 \ �.D I11>. �� 2� � 3 ��`7- 1.oxo �r CURVE DATA DSC CURVE DATA ��y�� CURVE DATA , v " 9+00 �o 1 a _ 198 -moi- - •1"23'10" A = 41'27'57" A = 4U41'3r�'9 O f� .. . A V) ,�g_ ' ..., U j�rr r ":, ��a / rr 'I ai r = J55.00 R = 45.00 f� = 22.50 (;•I LATERAL U f - � ' . T = 47.0 0' T = 17.0 3' T = 0.71' 1----;-�.� '� 1 S2.93 Pr '_., ' l� PROFILE SEE SHEET j73 - r _ r i LY , ,� r • , l r 11. 1 r� J rf�'r`J _ J �" 4 -+ \ \\. ��>11111'lr fJ -� ®�r L� L - J5.34 L - 32.57 � = 18. � � C _ STA. 13+00.00 PRC = STA. 18+95.34 ` ' ! -s A LAI�r �L Ii ; , �o,`;- �)_ ( 3.., . '1 rJ.�2 1 ' �' r�I r(�, . -1» rf� r;9 ✓ D� - SiA. 10 � -f.3J y \'. r r C•� 11 _ - r E( 1.1;�1E �'I '✓(j, ,�T� _�.._______- it fl(�1 # y� �S 4y�V J 1 E 1 J J.�J r , -r 1 . , r , f }`f-` 3 r' Or ILE Si=E �riEET 12 i.; �'t 10 i C .1`�' y/l /�' r �' PRC = STA. 13-r D �.J4 E� = STA. 10, 27. 1 �� _ STA. 10+53.2' (,� r a • \ I I�/' - D e r f' ^I r r• r r r r ) -!`, r r,r-r f 7 r yZ G : 24 PI = Iii 2265363.1768 PI = I'll 2265408. 928 PI = IN 22"5'70.93'8 r✓+ I ,�n� r 9, G.. _. - _ _ _ - -11 +00 E 6_04553.05 , v E 620 ,' , 1 .7,.5.. - 0`69 1- "Jr r - 0 f)b/�ry 9 uu � U o HEC. '� r 9 � 1 u � � �1 -`50'53" E 102.22' '� G (� i r r r r Z LINE r� r 11 -' �� PROPOSED 20 WIDE H.O.A I TABLE V ��. N ,., �.u... - /,�,� STORM DRAIN EASEMENT 0 LINE LENGTH � -ARING r 3 �. - 9 E/j FINAL MAP �, L'I r.1 C f�1 coo° 3'2 3" ��d� PER FI 1 a LAT. 12 - c� �� r1 �.'��' r- r r r. �,9 97 ' SEE SHE r '72 �'= �" �� =� I-2 50.76 N 07'26'14"1 E ?PLAN _r` , yr w L3 3 -.50 N 02°3 7' �" / < c� n V) CONS TANCEA VENUE L LOT 344q i�l 01 '3,� ,J7 rIM ! y� 3 ,I VY P < ANTANO BY ROA C� .. _. . , ---- \ LINE T EAL-EN 'II�IEEA BEiICF11V1AEir\: 1 r� yrs Wit, �I , SHEET mn) W C� s S Ir, 17310'R'_�nl I r C 3,390 �� I ✓ ,FIEEf N0. -r NOTE: �I ��:� J ..�. , r r rvi lent _ _ U U OVESS/ . SsI: suli�350 � RIV. CO. BM ML-84-1971 DESCRIBED AS F01 I04'JS: COUNTY � r r�„ 9 i I- - WORK CONTAINED WITHIN THESE PLANS C�qeH I,v;�,z,Cr,�l�,�a 0.7 MILE SOUTHEt\ST ALONG LA SIERRA AVENUE FROM �� J ` SHALL NOT COMMENCE UNTIL AN y R �� F � }; ' u ° c 1+u rW !✓�,� _ a�Imv zl THE INTERSECTIOiV OF LA SIERRA AVENUE AND VICTORIA ZSTOI- V] DRAIN 1P�.-J f, 3 ENCROACHMENT PERMIT AND/OR � crn,c: =, _2 ,_c13, r EST OF LA SIERRA AVE 3> FEET I r ti -- -- AVE �0 FEST �JES :. a U GRADING PERMIT HAS BEEN ISSUED. �, = No. 42324 �' m - - -_- - NORTHWEST OF PP #170718 SE; 2 FEET EAST OF " ,� al�J1 �r�� ld1 \\ _ _ _r. r _ _F -_ _ar ,� - ,� �, a ? T r T,,, 13- 00 TO STA 19+32.01 Exp. 31 2016 �, J MARKER POST. NAVD 1929 i I t The private engineer signing these plans is responsible r'or assunng the accuracy � - t - s '"t' © � ii and acceptability of the design hereon. In the event of discrepancies arising after ( �•y , I r� r" t s m S P PR -PARED BY 4>324 1 EL_V. 1002.039 , ,. _ .yJ . - P Y 9 P y 1 \ �F1, �� IP J�_( I,C� s ,__ I �vI I'ri I l�_w � 5 ri c.I:I �3�� , CIVIL \ , > �. ,� R.C.E. N0. � �..�� IY - _ . . county approval or during construction, the private engineer spall be responsible Q \ ------ --- r -, U MARK BY DATE APPR. DATE . CF CALF s �/ SCALE: 1 . •0>. �� NI , i� for determining an acceptable solution or revising the plans for approval by REVISIONS _ ? - , _ 3 .x , ,r >+ - _ �- H: V: c v ICU J I � ! 9 ,. 13� .� t COUNTY I '� E �I� € �J . TWO �i m� N� 3 DAYS BEFORE I� J 1i✓ +� I:\80316\Iii1PLANS\ST0N41 DRAIN\RCTD\SD-23.6vg 1/28/15 18+00 19+00 10+00 11+00 12+00 NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE STORM DRAIN UNLESS OTHERWISE NOTED. R/W MINNEOLA AVE. R/W 30.0' 30.0' 12.0' 13.0' 7.0' I I 1230 I ` STORM DRAIN I @ C/L STORM DRAIN �, 6.0' 15.0' o I I 0 � o 1225 1230 1245 W8 40 CO PROP( ED FINISH RW8 SyR(ACE @ C/L STO M DRAIN 12TC 9 1220 ~moo �� 1225 1240 STA 18+53.42 VB .00' � I 10x-30"RCP i I a12138 PROPOSED FINISH 18" RCP LAT.'11' N 1216.2 SURFACE @ C/L TORM DRAIN 1237.0001214.35 INV. II WS EL 1 TGSS8 1214.981215 `� II S�.O 1220 HGE 11 1233.89 1235 w S=O.Ofl50 . 1214.61 i I 6 �, 1rLW8 I i J 1213.90 1214.08 I i ��, O,o a z OQ �� I , N = STA 18+14.34 I I � 'off' SECTION �� I , N �, `tc9 �`L v > 24" RCP LINE 'H' t, 1233.00 SCALE 1 =10 1210 18 RCP LAT. 12 I I ? o �Q w z 121 5.01990 7"ISj\/ . 115 i LLJ >7.1 1230 TYPICAL FROM STA. 18+00 TO 18+53.42 O + � a, � --w > �3,1. 0 1232 0 NOTE: ALL X-SECTION TAKEN w _ HYDRAULIC DATA J1O I oo cv N PROPOSED 8 SEWE -- --------- ----- -----------_ _- N INV. LOOKING DOWN STREAM -7•�8--.CFS- � - + 1229.. - -- - --____ _____ --- L � + HYDRAULIC DATA _ - CD o + VMAX =4.72 F13`s - _ r I---- f__� EL. -R-- - o PROPOSED M 0 too =5.44 CFS 1205 w +--___1 rHYDRAUt� --D�T�== __+ 1210 O + HYDRAU IC DATA 8" SEWER HYDRAULIC DATA V =6.56 FPS 1225 w Ln LLJ oo - 2 GFS 01oo =5.44 CFS + Qloo =5.44 CFS + + d SS8 VMAx =3.8 FPS Q o VMAX = 08 FPS o VMAX =8.72 FPS Q 11 .37' i @cV) Q NON-STANDARD STORM DRAIN TO CENTERLINE 0 0"RC 35.54 L.F 30" RC 74.99 L.F 2 " RCP � � 4 V) � 6.12 L. OFF-SET IS DONE TO ACCOMODATE ALL PROPOSED 1200 1205 94.7 L.F 6 138" RU 2" L.F RICP 18" RCP 1220 UTILITIES IN STREET. (1250-D) (CLAS IV) MAINTAINED BY RCTD (CLASS IV) MAINTAINED BY fflOA MAINTAINED BY RCTD L TERAL_ ' 3' PROFILE ��AL�� PROFILE VIE SEE SHEET OA HORIZON. 1 "=20' VERT. 1 "=5' PLAN SCALE NOTES rKEY LIME BOULEVARD w 1 CONSTRUCT MH NO. 1 PER STD MH251 `- i LATERAL ' 3' 6 CONSTRUCT JS NO. 2 PER STD JS227 z I + � 11 CONSTRUCT CONCRETE DROP INLET PER RCF&WCD STD. DWG. NO. CB110 v j I ��, PROFILE SEE SKEET #7312 CONSTRUCT CB NO.1 PER R.C.T.D. STD. CB300 (W=PER PLAN, V=PER PLAN) CD Qw 22 CONSTRUCT 30 RCP (D-LOAD PER PROFILE) 00 N + m v- 23 CONSTRUCT 24" RCP (CLASS IV) d o `IJ �' �� 24 CONSTRUCT 18" RCP (CLASS IV) C) Ln 00 � Z� �� 40 CONSTRUCT CONCRETE DROP INLET WITH CONCRETE APRON PER II+ > 10.5' S.D LINE 'K' DETAILS ON SHEET #89 � PLAN VIEW SEE SHEET #26 30" STORM DRAIN�� I � a STA. 18"1133.2661 CURVE DATA CURVE DATA CURVE DATA w S.D C k . _ 1- _ _ ;} � ", " �0X B W A C Q o 3 _ - cl 9+00 B ; O CD - - 1 �8 198 A = 15'23'16" A = 41'27'57 A = 46°41'34» 0 O ® 18 00 S.D STA. 18+82.93 PROP. 8» o o T = 47.9.0,0 R = 7.03' T = 9.71'0 � 0+1 4. --___ „� 7� I � 1 w LATERAL 'K3' cn 78 STR ER N PROFILE SEE SHEET #73 < 6 o _ 0 MINNEOLA AVEET C/L INT WATCA ER L = 95.34 L = 32.57 L = 18.34 STA. 41+89.52 Clt - BC = STA. 18+00.00 PRC = STA. 18+95.34 BC = STA. 10+34.89 N" LATERAL 11 XS�� -KEY LIME BLVD. STA. !1�l/N n N 4°50'53" E 159.68' PRC = STA. 18+95.34 EC = STA. 19+27.91 EC = STA. 10+53.23 O \ o PROFILE SEE SHEET #72 �p 10+06.18 NE-01 qV _ = 654 .7928 PI = N 2265570.9368 W G 24 PI N 2265363.1768 PI N 22 08 , < �� _ 11 +00 _ L5 _ _ _�� ,' E 6204558.0516 E 6204511 .7558 E 6206669.4428 PR z o t: : .. OP. 8» S � o F EWER ! �' 1 C �y� �O 1 . . ,�- o -R/W-- �..� PROP. 8" REC. W ,o �� I w V 7'� .�0--� �O� °° -�- ER I I' N 4°50'53" E 162.22' o 9�F` ,pox 11 + �' �Gi,�i� pTO PROPOSED 20' WIDE H.O.A LINE TABLE U Ch O Tqj STORM DRAIN EASEMENT o LINE LENGTH BEARING LL - - Nc�p PER FINAL MAP m L1 4.16 N 86°53'23" W y 9� LAT. 12 I, y z Gn 29 9 SEE SHEET #72 ��j/1i� 9 Q L2 50.76 N 07°26'14" E Ljj �` PLAN ��O i O L3 34.50 N 02"3748 ; W �, w �r LOT 344 � 0 � L4 34.89 N 01 '36'37" W V) tJ �® 0 20 2 L5 145.12 N 481811 W7] > - N� MAINTAINED BY H.O.A ® i i Q �.. ; N i i LATERAL K �. 9 y M LINA 1 W SEAL ENGINEER BENCHMARK: TRACT NO. 36390 I.P. NO. 130045 SHEET NO. cn Underground Service Alert NOTE: PLANS PREPARED BY: RIV. CO. BM ML-84-1971 DESCRIBED AS FOLLOWS: WORK CONTAINED WITHIN THESE PLANS eRQFE3S7 COUNTY OF RIVERSIDE 1 w Call: T®LL REE �� w oti9< ALLIANCE LAND PLANNING & ENGINEERING INC. 0.7 MILE SOUTHEAST ALONG LA SIERRA AVENUE FROM 23A UJISHALL NOT COMMENCE UNTIL AN �4 �A Hip 2248 FARADAY AVE. CARLSBAD, CA. 92008 THE INTERSECTION OF LA SIERRA AVENUE AND VICTORIA STORM DRAIN PLANS U o ENCROACHMENT PERMIT AND/ORA Q F� �, ;, �. 1 - 800GRADING PERMIT HAS BEEN ISSUED. W , (760) 431-9896 AVE; 50 FEET WEST OF LA SIERRA AVE; 32 FEET STORMDRAIN LINE I 0 0 N❑. 51929 A m NORTHWEST OF PP #170716 SE; 2 FEET EAST OF A EXP 5-30-16 �, PLANS PREPARED UNDER THE DIRECTION OF: STA 18+00 TO STA 19+32.07 WMARKER POST. NAVD 1929 d e The private engineer signing these plans is responsible for assuring the accuracy "'I _ � 1a1 �, CIVIL ELEV: 1002.039 ' ' OF 90 SHTS. 227 - 2600 and acceptability of the design hereon. In the event of discrepancies arising after �BY .W. "/17 REPLACE SHEET 23 WITH 23A, ADD LATERAL H3 PROFILE a 1 J T9T � -.9 .9,11 LATERAL K3 v, {� county approval or during construction, the private engineer shall be responsible F CALIF�CL CRAIG M. WHITTEKER R.C.E. 51929 DATE SCALE: FOR: W.O.: COUNTY '{ d MARK DATE APPR. DATE of W for determiningan acceptable solution or revising the Ions for royal b P 9 P PP Y REVISIONS UNTY H: V 1�=0 '�I�DR�ta�t� DAYS GE�'OC�' YOU D's LENNAR HOMES 2931-4 FILE N0. CO SLIM 9 W { ' y 1 4 a I:\CAD\1458\MDS-PLAN-REVISIONS\STORM DRAIN\RCTD\SD-23A.dwg 9/18/17 10+0"0 11+00 112+0 13+00 14 00 iJ,T]LFFIEc r Q� SHADE LEAF DRIVE I hvl DRAIN �JINL SS OTHE �� it T . .,�w - r r . - -- - --- - -- -- - - I r Jl 28.0' 28.0' f V _ 3 'J2 ire J• .�""�d // a I L S D CX IS I\JG fSWRFACE _ _ ------------ rl ------- 17. 7(9 .� STORM DRAIN i i - _.., •` .,y, `"" .,., ,. =;,. ; ..`..•..,'r,�,.•,,.,,,..,w., •s. yy.rte, `'' JlJ RCP LIHE- '�'- ��- _ -• ,.,.-;- ... PROPOSED FINISH I "�` ; I----� i -12G¢ 1260 // SUrMr�,Cr ( Ci ♦ f r- E '� # _ �. STORM MAIN- r�. � 1 ) ) 0 g .. 4�S II .. I LIJ2,40 9 I r rY -- • rs 1 I I mo , = I IN,12 55 265 C? ✓), /,•. � FJ � a � I _ , a STA 10-1-:56.77 / C-) %jam I I rn -I � . !I 18 RCP I_� �i 'K\-9, STA 10+42.-'5 ) -3-2 J.-r0 IMV. - i$3 RCP r` A J !I r , �.,�_,. i� r!J r,• D / 1�yJ f M j ' ) ;,� �.,�' i c =17.7 Cr 125 Q•!O a V NjA�{ - _.S I-PS j _ -- - v 7 „� r RCP . � 7347 LF JJ 61 12-S C()� j � y 20 Sr 12 �� c i I I ,-�'_-, (CLASS I\�) 1 1 FROM Irk. 10+59.-.) �` . ... """ __ _/ ..+•-ice'" ..-_. 9 --_. �.,. _ .. M, 'f- .1. iJ -./ ♦'.,FC ;"»i ;. IviAl iiJ rAIl 1 D B R rD 9 ,, r�a y ' l / - I I _ LOOKING DOWN! S I R ]n /\ I II /" �.12g2.ng C --_ -_I IIS I� (� Cr 1239.lu / I f� I f °` CJ fel _ _- L I-1\Or-OSED 8" ,J YL ',1ER �^ .� EI ➢j) d ',.1 -J �. J �..,vc ) - _-- --' _ \ Y° NON-STANDARD S IORivi DRAIN I tlT�l•\Ultl u r' _ _ -_-\� 1 - �� fi� �� r� _ r �ivr1 C7 D iiI)\f T+� CENTE N `1�4J �; " I I I� `" �; =s - c' I � __-- H (�DRAULIC DATA `1 40 r -Sr- S r � _ f_ I CE 111 ? . r= say--- T CFF 0rF JE- IS DONE TO AC,,0�1(�D,'�TE ALL Pr�C�P(J.�ED O c� Irr_-- Q10o =�0.'I Cry :� JTILITIr" IN STREET. f �, !� 'tea __--_____--�- -;- -2U 4 FPS r�J >, , .3 -� w . . _ �- c�a 4 RCP Li11E 0 I � ; - _-_ > I /IMAX 1 1238.38 11,JV. Jj n .I l ; r--j Ir C-�-� r Lti. 5.31 L.F 36" RCP 12 3t') �'7 rC � t,j - O �r1 121 Y I i MANHOLE J -I +., ...i 1500-D _ I r\I lr10LE �f0.� MANHOLE 110.4 1 HYDRAULIC _ © O - , r r S.D LIE 'IC' S.D LINE "ray �' I I l IC D%\r%� -- - �, r iv1AIN rAlI 1ED � R TD f ca LOCAT1011\1=10-1-55.55 LOCATION=13+1 c`3..15 0100 =75.4 CFS `W , V%lin =21 .2 FPS �7 �, Il�n r r r„ I_. A=60.0' A=63.22' A=59.74' 37. 10- L.F r� RCP 11 .00 L.F 42 RCP r » Iry » .e m-- = . p -IomC�= 1� �=JfJ D=30 (1500-D) (1 500-D) C=4.39' C=4.61' C=4.67' vlAll'ITA NED BY RCFCr�"JCD HYDRAULIC _DATA m 49 + D1=36" nD1-3Vr, D 1=2-9' /�/� ) (° ,�1O I SCAL S � D2= r2L� J2-1-r2 { D2=/,)�.�R=1260.08(�� f1 I 0100 =72.7CFS HORIZON.RIZON. i' =20' ELE�V R=1244.88 ELE\�/ R=1243.72 ELE, R=1260.08 \°�j,,j� =21.0 FRS - E LF V S=1 2 ,,1. - vEr�T. 1"=�, r �_ �I,� �1 iLEV 5=1243.x•9 ELE�J 5=1250.72 THE CONCRETE COATING ON THE INSIDE OF ALL REINF0RCED CONCRETE PIPES MUST FLAN SCALE B EASED TO PROVIDE A INIMUIM OF 1 -1 2 ITCHES OVER r SEE SHEE ' '� �E INCREASED�� R EHE REINFORCINGET MARDI GRAS LANE AND INCREASED TO A �y111',JI�IUity1 OF 3-1/2 INCHES OVER THE REINF0RCING FOR BOX CULVERT, WHEN DESIGN VELOCITIES EXCEED 20 FFE r PES SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHr,I L BE F'C=J,OOO PSI FOR VELOCITIES EXCEEDING 20 FEET PER SECOND S.D LINE 'G' �. �, -f � AND F'C=G,OOO PSI FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. S.D LINE '!_' - � NOTES �r r �� r �� Irl Cs E' r S § v ur a m -- EEE TR.36390 RCFCcw1JCD PLAT! VI' SEE SHEET 2 r� LORI DRAIN PLAN � � � 3 �� i..,� .._ +. � j t..,. R a.,r r �- _� �-- � �� C0��1.� rrCUCT l'�iH NO. 1 PER STD ��1H251 216 (74) COi"I STRUC_� iMH I J0. 4 PER STD MI-1254 1 COI�J S TRUC r C0NCRETE DROP INLET PER RCF&WCD STD. DWG. 1\10. CE�1 10 Cl) 1-= '` Fri G `� , 1>' COI�JSTRUCT CB '10.1 PER R.C.T.D. STD. CB300 (W=PER PLM], V=PER PLAI�1) l a ; r; CONSTRUCT 30" RCP (D-LOAD PER PROFILE) -a _ I I r �j c r� t" r� c C I j -� 1 / C01'°]STRUCT 2 , RCP (CLASS IV) ---,LIJ �, "' rf 0.0 i ' �O _ -.�-.__--._ > 1 C01�1S ERUCT "1 " RCP (CLASS IV) /� _ _ "_ - v � �,�Jr��/ f�;�Ir'� �� CURVE D��\ (-- 11 CURVE D,AT nv�� - 15 3 30" - 16'31 - 02'3q' 1 '. - -� �' �u m _ _ _ 1' 00 = _ ,-'.00 R 356.00 I D I II�IE < •; 1�1/ - � 13+ R - X0,3 90 R 4 tr) SEE TR.36390 RCF Cr y,`/CD r J r . r l�/ - �n - �r J'r _ - ST( Rs'�yl DRAIN l PL A�1 ; �� _ T - 0. r 4 ,71 1 - 15.67' hri r) ni rr -. r i f �;� r PROP. 1 2" 'f'�,�,TE� r I - t ,� l T + 1 3-'',2. 0 _ _ _ - - L = f�O.1tj _ L = ��.19 L = ,x_1.32 a LA Tim 'K-1' - r S , BC rA• 11 0/.00 DC STA. 12-I 90.19 PRC STA. 13-I-56.3{3 PROFILE SEE J'SAL � - a ' - J - - -r I �I w ri r�� I �Y / - ., t !� - c f' PRC z' A ``� r� 'IEE 1 L - f r� f 3 S;6AD ��, i.�. ..� EL - J[A. 1 1-�J7.1 PRC = STA. 1 `�'JtJ.J8 I RC = .: Tri. 1 3T87. 0 L 1 r� T 22'5323.1037 r• Z 7 • - r r r f1 n r r ' + s.-� x`711 1+00 ��r\� Ui�i' �C \ , i NVAG� LATERAL r,2i a A _ r �c iS r PI = 'J 2205J2 x. 1031 P1 = I �2c� X 07.1 Y o r'1 = 1J 226-13.5970JO (,OC 7 r r r r-- fir__ r r t1 n f /; PROFILE SEE SHEET :#72 1 .,- . \` \ L1 r` - �__(i' I-1 E 62057705.3384 E 620'712.5377 r- 620'820.60'46 � o �1 A r f r , r �" SEMI"J� � t' v kis /` LATERAL ,�2 �P�OP. I '1 DATA \ � :0 1- � :ova ' pr�OF�LE SCE J��EEL'i 1 v� = CURVE R�G 36' ST ©j' �� ICY\' LINF- TABLE 1! , _ LINE LENGTH � B_��r�1idG � ", -==__�-�] _•-- ,.'a_ �1' 1i!�• 1��-- ' � r; - 119-1-.00 ELI1 1 LIJ % %)� , ' `� `��` - r 1 g 15 + ,, :� \ T = 6.06' L1 .46 N 14'42'58" E - J1 LIJ _ji ' -y� � 1 U Q�� t� ,IV � - - 12.30' __ •- L2 103.00 jl 00'-V22" V/ I �w/' `� �� 1+: yu - �_ � y =j�r \ ✓/ ", PRC = 7rk 13+87.7O _r -r n rn - _,= 3 _.. c� c� �- !' u R/�l - �� °� _ ,fur L,0 33. /0 ! 6 5- � E r� (fk /r�� _ ._ IW 1 00 00 ,�`- ``% � i-'1 �jl ��65517 {�I9 L4 � �:� 76°5�1 � r �, - r r r E r- {`q `. 11 ,I "s; \ \ \ ° y r r•r 1C. ri� r �+> r = 1 a 11. .� `- '�, jya r rJ��S(J�r.�. tj - 2 . I`'1 '�U 2� 3 7 - �' - ►- �,C� E M 13. Cn �� Pr \\ a Y N �-"� _m Lr� 15.50 i�J rt3®17'02" '>l � t� � O �•._---------..,sem �''; � •- � '��. ^ `#� �. � � 4� � � MANTAHM 0 -1 C�1 `� i LINE E K` 1 0 0 Service � SEAL-c11G1!`dc_� r T R a> � I , 0. X6300 1. �.��. I aJa�� r� �i'HEFF NO. �y Alert 37SiJaet .19 3 A r nr r r C - - - - -- - - --- d o --- - 1 1 F 3 _ �3r_ sso RIV. CO. BIS ML-8T-1971 DESCrlIoED AS FOLLOWS: t� r OF_SS 9,. ,ry3� , a=� r: 0.7 rill E SOUTHEAST ALONG LA SIERRA AVENUE FROM y j -_ r �lORK CONTAINED WITHIN THESE PI SNS �Qz 10A1 G U 11 �' � INIV�F1, iD1a m D 4 X. �� OLL SHALL NOT COMMENCE UNTIL AI�1 - a 4� y R• /j� F� + r r z vU, �:vfav a>>- f THE lLJTERSECTION OF Ise SIERRA AVEi lUE A�1D VI(TOi�I,^, STORM DI I,"ttl"ll Pl_. I J U ENCROACHMENT PERMIT AND/OR v �`" `� F / C Err ,a r� rAVE; Z r <C - ; �' ri ,. 5=a-251-b5r6 AVE; 50 FEET 'JEST Or LA .SIERRA „ � �> FE' LLJ * 1 GRADING PERMIT HAS BEEN ISSUED. 1 `f) _ N 1 - - - 3 <. 4 A '�� 1 '; No. 42324 IT, r t• , _ . NORTHWEST OF PP X170716 SE; 2 FEET EAST OF ^ 1 �� „ I� E rr - Exp. 3-31-2016 - i�ARrCER POST. f�IAVD 1929 - { The private engineer signing these plans is responsible for assuring the accuracy � v I , a - 3� T, a n ELEV. 1002.039 :' 9 C) O r � and acceptability of the design hereon. In the event of discrepancies arising after '3 C a yV ( /1 I R '*.)IS;';D "Fit'fl�;HE'E SURFACE F�gorifos 14� �� J'] C \ � <r PREPARED Bl R.C.E. N0. 4232 � �� .y � � � y 111 ,� J "� < .» -,-- r , _ T � p � � • county approval or during construction, the private engineer hall be responsible ,-, 1, F Q`� A � �� "- --• 'r"`-` "II ' •` ' '-" �� , ;U¢k•R... � . . , , . . 1�IArZrt BY DATE APPR. DATE OF L\F � E �� } t J 0- �� t Cr� _ - 1-1 SC/�LF• Ju J for determining an acceptable solution or revising the plans for approval by REVISIONS _ m � ) ":; _ �r . : . ;• i - •=°.tr17 _,� <� COUNTY , _ H: V: Il JINN, � � . � � y �, 3 � .,.., 41 r, T'efJ ''�RKIN3 >��:'t r f3� 'SOU D1� rlE1 RY R JIMENE _ I:\80316\1MPLANS\STORM DRAIN\RCTD\SD-2' 1/28/15 10+00 10+00 _ EXISTING SURFACE EXISTING SURFACE __- ---_ Q C STORM DRAIN - � STORM DRAIN __�-- _-_____-- -- 1220 _------ �_______---- NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE -----=----- __----- STORM DRAIN UNLESS OTHERWISE NOTED. 1215 60"STORM DRAIN LINE 'G' PROPOSED FINISH SEE TRACT 36390 RCFC 1 1205.10 SUR-FACE ® C STORM DRAIN i rc j N o 1210 1210 CB 129 1210 C 60'STORM DRAIN LINE 'G.' + N V= 5.86' j SEE TRACT: 36390 RCFC: PROPOSED FINISH o _ SURFACE C� STORM DRAW STA 10+51.81 1204.78 . 24 RCP LAT. 'G2a' '- - TC + 1205 ��i I �� I 1199.14 INV. 1201.82 T... I 1205 CB #27 1205 WS ELEV. �\; I %/I _ STA 10+51.01 HGL V 5.10' : 27.06' - 24" RCP : CLASS IV :S=0.0141 I �� I �, j 24 RCP LAT. 'G2b' 1199.24 1g HGL 1199.05 INV. -- -- 1203.02 _ �... .. WS ELEV. : 1200 1200 pe RW8 pQ SS12 ------ 1200 37.98' - 24" RCP CLASS IV S=0.0072 HYDRAULIC DATA O,a �; 34.68' - :30" RCP CLASS IV S=0.0156 1199.41 N'�°� 1199,68 + Q 100 =14.8 CFS >>9 o S8 _ �g�`L 11:98.80 �pQ w z o VMAX T4.84 FPS �'� 1195 �p >> pQ iµ3 W8 m ��°'6`L S . � 00 1195 1195 W12 0,� `�' HYDRAULIC DATA �' �, co N ' N <c 23 ;L T00 Lq 27.06' LF 24" RCP 1197.94 '' �� q o HYDRAULIC DATACn °e + >>96: Q 100 =28:9 CFS �pQ °° Q 100 =17.2 CFS (CLASS IV) o � VMAx =5.89 FPS o °�° + VMAx =5.47 FPS + MAINTAINED BY RCTD : + + o 0 1190 11'90 24 O 24 LATERAL 'G1 ' °� � ' 37.92' L.F 24": RCP 42.49 L.F 30 RCP STA. 14+45.29 (CLASS IV) (CLASS IV) SEE . PLAN VIEW ON SHEET #17 MAINTAINED BY RCTD 10+00 STORM DRAIN LINE G _ 1210 LATERAL 'G2' 1 STA. 14+45.29 30" STORM DRAIN LAT. 'G2' - 1232:53 SEE PLAN VIEW ON SHEET #17 10+00 OD j PROPOSED. FINISH 11 PROPOSED FINISH + STORM DRAIN LINE G 1204.45 1 �4. � CD SURFACE @ C STORM DRAIN 1235 SURFACE @ C STORM DRAIN / �: Q ;I TC CB 28 1205 TC �, 0 PROPOSED FINISH : 48'STORM DRAIN LINE 'G.' HGL 1- 5.0 CB #21 SURFACE ® � STORM DRAIN j SEE TRACT: 36390 RCFC: V 6.8 g, 1202.27 1229.56 STA 10+38.29 5 j 1200' 1230' S ` I WS ELEV. WS ELEV. 18" RCP LAT.'G3a' CLASS IV S=0.0258 HGL 1224.95 INV. �rL. Bpp 1199 ,p1 1 = AS's-t -S_- ��s�)) 8 HGL TSA W12 gpe 4 W8 Tpp 1227.22 1:Tg654 1195- C �Ch' 1225.20 1224.75 _ HYDRAULIC DATA HYDRAULIC DATA 4a N d > o pQ w z oo ZD Q loo =11.8. CFS Q 100 =9.9 CFS o+ V -3.76 FPS o+ `� V 12.6 FPS � Ln a MAx _ HYDRAULIC: DATA ► 1190 1220 + VM = SS8 O,o a, :rn to o Q 100 =13.3. CFS 1220.63 �i o + N + 1220.10 � o+ N o N o' V MAX =16.5 FPS ELE. 'R' Q o �' : 12.02' L.F :24" RCP cn o Q ELE. 'S' Cn :(CLASS ) "' cn : 1215 23.52' L.F 18" RCP 30.55' L.F 18" RCP o ,� ® (CLASS IV) (CLASS IV) Q MAINTAINED BY RCTD o MAINTAINED BY RCTD LATERAL 'G2a' STA. 10+43.33 1210 LATERAL 'G3' ' PROFILE SCALES Q = _- STA. 22+89.43 = z SEE PLAN VIEW ON SHEET #17 --- - - HORIZON. i"=5' o � STORM DRAIN LINE G SEE PLAN VIEW ON SHEET #16 STORM DRAIN LINE G Q I- z U) w 0 CONNECTOR PIPE PROFILES 1y w J Lij W J c� Q � CONSTRUCT MH. NO. 1 PER STD MH251 z w = c� U w � U w Q CID O W I- U O SEAL-ENGINEER w BENCHMARK: TRACT NO. 36390 I.P. NO. 130045 SHEET NO. _ `' Underground Service Alert 1uite Redhill Ave. NOTE: I � �� MORSE Suite 350 RIV. CO. BM ML-84-1971 DESCRIBED AS FOLLOWS: COUNTY ®F RIVERSIDE I U O Q�pFESS/pN �, h„i�e,cA926ia 0.7 MILE SOUTHEAST ALONG LA SIERRA AVENUE FROM 70 Ca TOLL FREE WORK CONTAINED WITHIN THESE PLANS qCn ~ (n �� R �/ �F ' ` t ' � s c w u r z Voice:949-251-8821 THE INTERSECTION OF LA SIERRA AVENUE AND VICTORIA STORM DRAIN PLANS z SHALL NOT COMMENCE UNTIL AN y , 41: r� � g Q v • ENCROACHMENT PERMIT AND/ORA z� F2 xx, FAX:949-251-0516 AVE; 50 FEET WEST OF LA SIERRA AVE; 32 FEET n. = N z ` w NORTHWEST OF PP #170716 SE; 2 FEET EAST OF NORM DRAIN LATERAD LINE 'G' z 1-800 GRADING PERMIT HAS BEEN ISSUED. No. 42324 m PLANNERS N N E Rhs ENGINEERS S U R V E Y n S MARKER POST. NAVD 1929 W Q d Exp. 3-31-2016 n Q >O ,. The private engineer signing these plans is responsible for assuring the accuracy �r 7k ELEV: 1002.039 OF 90 SHTS. PRE AIRED Y 42324 0 .�. and acceptability of the design hereon. In the event of discrepancies arising after 3 CMW 6/2$/117 R'EV151:b FiNISHtb SURFACP- PROFILE MVA ®-�i' J'J C1V1L �P ` R.C.E. N0. county approval or during construction, the private engineer shall be responsible APPR. DATE 9TF Of- \FO�� Lq SCALE: FOR: W'�" COUNTY MARK BY DATE CAL � ' Z7 - Ld Q zz for determining an acceptable solution or revising the plans for approval by REVISIONS GY INLAND INVESTMENTS 1, LP 29'51-4 FILE N®. o TWO WORKING DAYS BEFORE YOU DIG COUNTY H JIM IEZ H' V: 1:\80316\IMPLANS\STORM DRAIN\RCTD\SD-70.dwg 1/28/15 10+00 10+00 1T Sl{.1;;W I)RAII°I NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL 1235; i :IIF, !_ ' Com, UTI LITIES CROSSING OR PARALLELING THE � STORM DRAIN UNLESS OTHERWISE NOTED. i i - __ - s . .max - _ - 22 _ - 1 ... yy O r ��• e.r». •" ". r+. ' -... ,may,.... . +' ,,e. p „ 1 �� '"• 1 ( �"? "d f i] C -yI _ r j r�1 - ' I l ,�I, s� ( I'!�INI LINE � PROPOSED (� r� INI�F' I L2 P.'.e'/ `-,`\r't`~>" ^.':�-'"' 's '-� '� 7e`"1e' r t'�. r 1 �;O j.�SED F r �3 1 _ spy ,�y/s' : I T i t�.0 ; _ •J=Ji �S✓ :AYE nv �? �$� ` E� 3' � - �J ; �, t'� C _ _ _ - _ �(I l + ¢ _- - _ - t _ _ELE ,_ _ - .. „ _ RFA _ STORK GRAIN ��` � '' � , 1225, log 1230- I . r cc__ .- " ' . �� , -I . . , 1225.2 �_� ,. � > . " . :•,. e "`! f ,.x�• V. " I T ' 118" ,G_ ,3 �-HGL - 1 226.42' 26} 4 - _ -�.A 10+4/.11 w. _ h',�,P_ LAT,'.. �4�,r T�., - 1224.16 NV !1220 I � � J1225. r z.•-- m 1 _ - I \!,MAX —5.6 FPS' ��I t r- F)-y{,=' 4 J 1224.27 {.G $ __... _ 1r ..,..t�,..1,..11 vg - 1224.01/ . r rj �' ". P•„)S' „ _ Ico 20: 3 L.F 18" ;�°_;P I � i r�• 1215 ` - `� `�` _ ' ' 220 ou 00 _ MAINTAINED BY PCTD R Ct FS H r° r � f I • n q /(mss r� �_ 1 �j r} b 1210 LATERAL ' 3a' : 91` - .8 FPS 1 _ 4 - - _ __ _ _ ' 1` _ + ' 215. STA. 10+39.10 _ mm' i C A 1', SEE PLAN VIEW 4�N- SKEET 18 _ -_ _ _ _ i �'•� - _ v _. �_ _ (C ,� STORM DRAIN LINE G � � 3&95) F .24>3 ,, IV i t- 1210, - LATERAL 'G4' STA. 22+39.43 SEE ;PLAN VIEW: 4N SHEET #18 STORM DRAIN LINE G 10+00 10+00 -TORM PAIN CL 2 it 1205 _ — 1235 i 232: ' T r / 4, r PROPOSED FINISH _ EXISTING I.R. F-_.-Aw.0 TC DRAIN* N _T0n~M 'RAIN9 SURFACE n „„aE",:"....,. •m'' s' - _. ►` 7777=7 r DRAIN _L ORM N E_ {. g i- rI ..d3 i - PACT 7 -. - ... -✓ �{ r'` r-t .__. _ _. +_. ... t-, mak. -_. t ..J t....-. 1.3 .J v,.3.{.-J i JlrE JTOFPvI RI�i r Q �� 1229�! .° ; i t , WS kms, : • �tj �f{,�, �+ //'�.t_ f}}. ._,_, _ -,-_ : ;.u:, :s'"-�.✓" .: , ! _, t..'>_Ji,,.,,:� il�. ..,.;-._._7+ �' i�''..T._:s�„__ t �r)r-,-•,�i r��i ,... 'e .,.r,✓” v.-..•.- ""' :,::.. �'' -w:" s•,.. ' , ,-". , s r P i 1225 �, _ t , _ _� .. 125 � �'.- Iry.._r , _i_ -. _.. (�`•,� •, .....� •. J"G .:+fi,•18,,,Td'4: i:.::.A•�•ygL � `� I -i _ tl2 - i .�Y"-y.s 7 P S ELEV. Y. }} {{rryyyy r'� Y i 4�rP,px•` / D —I _ _�§ { ------------- a 76 1220 : OT Lij I (J-) �, ! : .� ino =1 '6.0 CFS • I t 3 124 : :,; 4° ; �' r PS C� / P {� , r k MAINTAINED 1`�, I C�Y u _ - I {��j - _ 69.8 L.F 18' R��P. �)r IV` LATERAL `G4a' 1240 : PROFILEES mAINTAINED Y R` Ti�. r STA. 10 45.6 - _—. VERT. V'=5' '=5, SEE PLAN VIEW ON SHEET 18 F � STORM DRAIN LINE _ - LATERAL 'G5' STA. 27+83.24 SEE PLAN VIEW ON SHEET #19 CONNECTOR PIPE PROFILES � STORM DRAIN LINE Ld CL a_ � `Y P�~ I o-' �Y A 113 'A FPS I f'-! • '{'°!' ■ 1- Li �-- i PORI !;.,ut l� ��I' S ! O ',I`'�{ DRAIN D C�F r = "D I�tl1N1�iUtvl COVER ON FIFE. I �� :ON�TR��C T ��€H. NO. 1 PER STD � H251 U.9 Z > cri r ''`!NEER BENCHMARK:17,120 Redhill Ave. NO. Underground Service Alert ► le EKY' !NEER TRACT NC, 30300 I.P, NO. 130045 SHEET NOT E: �� I 55 MORSE Suite 350 Riv. CO. DI`rl fill -84 1971 DE SCRIM sT D AS EOL Lfl','I S: WORK CONTAINED WITHIN THESE PLANS � -- ��`� _ ��r ® , I ~' k N ,, QI, �„ ,,r -'dl r r �.; �Dt�Nfi1' {�F RIVERSIDE t 1 Irvine,CA 42614 0,7 I.11LE TUU In rtJ� rt��o"i a i�� ;I,n nfa_i tI�E r"l��i.l �^��k� (^�[� � JJ *» Call :, ^( I ,f 1' \ r I n`,f �--� ��J <rc. ✓� �,\' Ifli,l Or I rlr� ' A11Ca i tr A`\r1 i n STORM DRAIN PLANS . ori„__ NOT COIAME JCE Uf, i!L rj II `� ,;�<,� � S C H 1!1 T Z Voice:944-2518821 THE 11"ITER��_CTION: � � SIERRA,i?f, n L_ � r i l, JICTORIrA � r ® • ENCROACHMENT PERMIT AND/ORA �� _� � I �" �`.� a -I !in-�- - � e r'o-� �(�. -� - i\ ,e FAX:444-251-0516 ri�r r .)CJ r_C T ivy�l {�i L-t 31LICrt t Af_, v2 f Ls 1 e GRADING PES iMIT i-IAS HEN ISSUED. _ — -- �_-v—� � IIo, x,232_; ��' G1� i'!URTH'rlE`�f flr Pr ��17�1710 �E; 2 � ET I S' Ur A � r CL _ -- o �-- STORM DRAIN LATERALS LINE G' rra PLANNERS EI+tG1hlEERS �URVEYCaFtS L ry t . S-�t-2016 3 'jAR ER POJ , 1`wAviJ 1 J9,J The prrrote engulear s!rsning hese plans Is re'apons!hIe for assuring the acc!!racy -- _ -----_- � 1 s( 1_ fi r r >r s- ! ® 9 7 �. ,. dry-s i 1 D r�"1" � r 1_ r_L s V: �009.0 JO 1� ;� � a,x1 acc ptcohty of Bila dc,lyn hereon. In the even{ of cli,crFpanr€,,E, aruing art'rr �` ot1j� h!` P,! fig i, F11f1 Kiri? fJF 6oL r�f,�9"!!w� S� �. ( 1 11 'z rt_r��l._�r R.�.t. NU. 2.32 r OF SHT$, 7 22� 2604 ._I_ —I _— _ __ —I m 1—: _ . - — -- — Aa CL ' j county approYal or during construction, thie private engin rer shall be respom;ible r-, r -,- ��f�(°' t{'��: I I 1 v1ARK � 113' APPr?. DA i� \_ �r 1 \ '' � � �� CA1 E FC1R: W.Q.; COUNTY � w it z for cieterrnining on accep,able solation or revising the plan`; for approval oY - Rr�liSIONS �� ' ' • s� f � � r �` � 'T �� COUNTY t.. - -- ---- FI: v: _----------- QV 4NLAN✓? INVESTMENTS , ER X931--4 SEE NQ, c i TVlQ INQREfitIG DAYS BEFORE ttk1 DEG rlrft�t? 1{. ,�Ir', _Ic_7 I:\8031 \Ih�IPL�h'IS\�fDR!1>I DRAII\RC[D\SD-7'l.:i;v,! 1/28/15 10+00 10+00 10+00 EXISTING SI ACE � 1 NOTE. CONTRACTOR SHALLPROTECT IN PLACE ALL T , 16� . > S - ��P UTILITIES CROSSING P PARALLELING THE '�11 SURFACE' �� tE STORM :1RAI; STORM DRAIN UNLESSOTHERWISE N7T=C ,24'r �IJCMDRAIN 1216 Ll N E r l-1 y u. ,- � . I 1 ��J+ _ _ T!`;_ 1 URFACE ,P �, �`24 PROP ed i fil l`3 . p }}..�� r}'�' Y7 7 -I 4 1 '-C 1 ¢ )EXISTING 'I) J f �l �', .n q # s f +'{ '`-� f} � ..)JS., �1 Jam. 6�4 11,��3 ..��e Si l��- I 3 _ _ V,__ �: _ _ — STORM' . I �.. DRAIN 3 0- 1 Via EI t EV. HGL ' } e > I ___ _ I "i 3 - `1230 12'1 � � - — �... - _W":- L/ _ _. _ - __ _ _ w 1` IPROPOSED� , .� ° tl J e ,� _ _ '.. I t 3 SURFACE (0 It STORM DRAIN . t I M�. > , 1220- - — 5.18 ' ' 8 1214.3.3 0 I : 12 .30 1225 1210 �� ,.Iln : \ _ _ a, 3e 67rHGL I t I1 �' .T $ h5 /� \' H_`I DR 3IJL1C. ! IJ—'J fr) I ' fid o r . De— _..¢.. S`` -S1 1.3FJ v;-} RJ° ..� r.'."-*�s f Q loo431 ,�J :-�� j; e� � : : : i�.". frJ p�4d�� •-a;�.,�4,) F�-.J _ _ __..� - : : i�I�.�L. - �_. 'a. � rr'r � . , 1 •, FP._ I ( -- 1214.7 7 X1214.7 1® 1 c7 RCP 1:2.14.32 BOP a I l- :j l ._.J r•r -i I t .� _ ,� ,, �� ;,' _ �7_I L1 ITR 1213.32- TOP : ;3'1 , 12 ;L .I I re RC } I dy" I , , :.•.....✓'': .._..--.- �,.s.__._.,m- ..._-.-.r..-; �f� t-! g➢F,..l < I 1 �1' .. I't'�3 _ HYDRAULIC .,.p' d j e �*. I P ATA 18" PC _.1 a LC) � n -r ( --"s- _ I (CLAS: IAV : 1 I��T .INE BY R CTL, ; �i £5 FPS �� 1 � I lr s 1« I ; l� : _ _ _ °'MAX - .� V =1 Fly TSPI .1 � ------- — mi I • � MAS MA(I�1-,�,111ED 1 Thi _ _ LATERAL 12.i l L,F 18" RCI .,�4' .. 1 RCP _l.'8 �'I STA. 18+5142I . (C1 g 121 � LATERAL �-f 1 � _ _ ,v�,��Y I� � _ _ ' �� - STA. 12+48.0$ AASEE PLAN' VIEW N SHEET 23 I �. p , .^� 'r' �., _. 'MAIN� I dry ° . kYalt" I tsr.. ! ' ° : I EYi�ltt ,I� EEI rC1 _ _ STORM DRAIN LINE SEE -PIAN VIEW -ON SMEE � -_ _ _ I _ STORM DRAIN LINE H - _ LIST1191 IJ�JE ---.-10+00 10+00 - . _ LATERAL I r# J_. STORM DRQ=,Ig 1 - _ - STA T&+1126 - - ____ ._____ p $E PLAN VIEW ON SHEET 2 ORM QRAIN --- ��-----_---------: STORM DRAIN LINE I - , • 7r �1255' ' . T' ft' su 1 q E ..... _._ --.. -_ -..._ -.._ www::;. ,___'y_ < ... 1,•_,, js P-Si a,-r-, ...._r.. -.1+- _,. 1 ., �Ik ?�F ,lll .._, PROPOSED IFNI Nom .. LII 'I" : : - ,: .7OSED - �. t. , ` �� ,� .. I , ,. I § _ r,, q r PROI ;c'* ,,,..:. 1 1 s}.+s €1. ;js5 .�` f'+' DRAIN y. . 1 IJ1� ,- s �ll`I111 ;�1�iE �T?RI I�R�hll\� -- . m,llL r. � �� IvR �I��I� , R P� E F � ., _ t�RFAGE � `S TI�RM DRAIN _. e - - --, 1 t„ t, - ]pyp jl, E I t . LINE 5 'P - ` 9 c r 2t 3 I �J'"-'i.t..c:.•..1 1 : i .,w .... I : q 9 ., i 1247 678 HGL 1.89 L HG €241 1 X11 HGL FEV, ——. _IHGJ_ . . .. .r. 1248.1 U Y a .J_ I I t 1 -- -_ r � 124 x.41 p} 1 `4x4 ,✓yF.s' 1 1245,70 ' ''['3)) i y.y 1 24610 4 Cp q. _ l:L I 'ay R s..n �. C"` t' `r.,f /�:i ff' 1 r�! ,y fi , : \�r .i I e E y lig 2= ��' 11 t1 yJ. ..,3t7 ,yJ I'-Y,r 1 i i k t .l a✓ •-.,' DATA i' {3„ ,,.L,;§ TOP 1242, 9 a frl. 45.~ 4 ....-. -. .YY}L.. $ 1-,`"`. .<.� �J. r'*.:1 ✓._ ULIC ,-.. •,.,,.._ 1;!_.r-tom - xj 2 I �,yt5.. �� P%,. 1.. .. . ..__. ____.__ �'yj .«r•• r.� _ p q '1244.81 - ` a14t- ,pl �"`^� I rI i e q a v ,,,� _�. i i d R ,..J'...1 J -�°' i�J —,..1. I", til, = t t"a !. . - _-__.._ p! r c s r ro - ,,jj,�"s p f! , q�tq �q _ f^y t �Jj i(y� i `" -p CL., I a •.31_. f', '-•k_t/ ` 5 C."'T �,'.I t"t 'S w _ {J �t , L�'4d` V- b "�.4 1 I e'P-j ¢ T -4A q1- e g .� -✓? .47 i Q' a Q y ^- 3 ✓I -,J '..�.,,.a °".- - a� I .� *� .2 C C �..,� T-• ` Y !' r _ I ) _ 0 _ IP I g 1 Imo- ! ,./ I , I —f � , rr I I � iq ( �rpm�T�i r - r � ,..�. 1 H _,f S A a�€.t_.� , €._P6 't i!' 1 �..a`3 1 1', I °J s. rb .. 1 _ �'1 MAX ° 1. 8 -S r�-'i:l �� . _ : , - : , 1 I C. .0 .� f L. 3 3 I � LiJ ., —6'40 ��F r €�. Z w CLASS IV) J� - : t 1�...31,.i _.'1 a--------------- , "'I�,' F sr �' 28 L 1 F LLJ MAI 11 .20; L..t � �1 t.19} R Fw'��P ��._ ..�._..,.�._ 1\i E d`11 iT�$.�t..J L..s i S"T,`„�i �a...,.a. �._,._-�_.�___._ •�.!T AIN ? 1`t I ��-I� A9 � t�Y�l SII�l11,��U' t-.M� i f.��,3•J:' _.�..� _�..�.� ..._...-.__,.m..........._.�_ e �dd-1fi.L9 E°_� L.f I� i S'.J 16sr , �.: 1V) I h�A11J L LA MAINTAINED b f RST : STA:. 10+55.55 v _... 1 - PROFILE SCALES LATERAL I�1 SEE FLAN MEW N SHEET 24 ; LA a STA, 14+ STC}RM : DRAIN LINE I . _ Ir.�I°�I. '1 —5' STA'. 10+40.69 �d° 3?T. Irj= y SEE PLAN VIEW ON SHEET 24 SEE PLAN VIEW ON SHEET r STORM DRAIN LINE K STORM DRAIN LINE K 0 �3 ETP PIPE PROFILES �• �i 1�.'..... GJ 1�i�I� I LEE ✓' i Al�i 3 1-4 �' 17''i .r , ; I I F,I11111V'1UM COVER ��N PIPE. � i I Z eTNOTES !y} a t I C.'ON i .UC s�'�1 . 1'O. -1 EER �1�� I'�1118 i 51 ra LIJ LIJ 0 � to 0 r Underground Service Alert NOTE: I .. Al 1w €r 11BENCHMARK: TRACT N . 3639 � I.P. IAC. 134045 SH T NO. -� _ 17320 Redhill Ave.. _ 7� _ rel -1 1 r r - ----- \ PA t?R S E Suite 354 PIV. CO Bi i 11�-U_T-1971 D J`a'i'1 3rD Az� `CL1 r�°tt S: COUNTY OF RIVERSIDE • I1 CO3`,ITAINED WI FIIN THESE PLANS ' t_�2' � l��I��/; I r �' ,_ i;, r'�r>,; '`f€-s;U� { r CIu1 1 � P- Call: {p r(`y� FREE dJOr.( Ir€ine,CA 92414 0.7 iv 1_C ..SOU[1 l-r,.,`l AL01 0 i SIE RI,,, r, »+� i 1 L.{E .. T if L 3\E i.._. S \I � E \ \ _ I —�._____ � :/ \. r1\, - i it j1 f-i . I-- ('S r t S.ip`l f;� .�14 3iF.. AIN � Ph� � M1 M I �rlAil I fi0T COvIlE11C� UPITiI Pq�l < J� 1C fEly a� P', D lit ltl,l�� T �M DRAIN I�LIIRI f t' S C ii U 1 T Z Vane:449-2Si-8821 i rIC I1 Y>�t ,CCTIvi'I 0r _, R I','r; rt I I f^, � ` �P'ICROACFI��iEr`! PERMIT ATPD/01 A —! _ __-- _ 2 �'�,%'�, ! FAX-949 43S1b AV•; � EEEI '�"'vs_S C� L'� ail ,; q Ai1a 3� FEET _�_ _� _ I I r 1 r\C EE ; rf ,�' t� r� ,, rly • ', STORM DRAIN LATERALS LINECL t GF�ADii,G �ErZI�IIT rl G'cs P! ISSUED. r I ' 1-8 _ _, , l� Flo. Te.52Y � � ) PLANNERS r N N ® y N y{ p SURVEYORS U p V e y O p s IrO� rrlriz-�f �J P �;17071 � :�E; 2 , �r �,,.�� GI —"-__ (� t� ..� _ ._ � r 7 j 1-Tt 7 C i,e�!t itl ER,T ECZ�a I+'S E E 1O rJ 2 4d it Y 7. 1 V R 3 Zi\r)I S-fi l� {q r } I v rAp. 3-31—If)'l6 `," M1,AFRKE_ti POS-1. I"`1,rND 1929 f f f t f .f 7 The private engineer signing these plans is responsible for ussuring the accuracy � _—_.-_—� ____-- �"I � � _ �( P"'� I �' J JC1)i.}� D l 0 } 72 i . 11002.030pry t�rT {-_' S^} brit U;CCrf�Jilf of the (i251'n h8re0n, In 1fi2 2Y2ti� Ot JIJt:re al7Clc> arising after �}"a '-'r!' ;1, 'r1Y Jl 1'y'-�d�J+u ��f+I.;�i7 w) ,�1:.�{,.'�9� I•�\on, �.� �"q 1 •L ,'; � a t�+ fi nI.GV .J I. r�.s.r 1�`•I v. '`r L.)l�tS OF SfiiS. 1 � 1 � t 1 227-2600 COatit� CDrrOY9I Or �:I;,Irit7r COnraC?IOn, the IIYf!f,, cnP f12'r C';tiG11 iJ. i 011.,bf2r r r r . �;�.,�/` t � _ G 1 r a p p IjI,�i K 31 DATE �r'r'✓?. Din f� (i Cf;L�F �. f SCAI r; F(}F't: W.O.- 01- tz CL :' 'or de-fermining an acc,ptabip, solution or revising the plans for approval by -- — RrV1S1011S ``�- — _ -� `_ - - I' n f-1:_ CV INLAND INVESTMENTS 1, LP 2931---4 FILE NO, C� COUNTY l9rt'..° TWO WORKING DAYS BEFORE YOU DIG HIE r�Y RsJllti°ICh1 (� L rq/Z9°' d;� .ic. C� t]i3 rr)..T�_ �, �y /qtr A18, J. �I,II J1i,1S\SF0RfdI D3%AliV\1KT1D\JD-72.!.vq 1 '28/15 10+00 110+00 10+00 31 0RM D RA 1-1 NIOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE STORM DRAIN UNLESS OTHERWISE NOTED, 1140. Li NE 1210 1130 1240 123 .43 ODM ST i 7.0 Ic 1126.80 1205 1235 1125: V= Iiool WS ELEV. C CA H' DRAIJI 1200 230 1120, Qloo —2.20 CF'D VMAX CIA 1195 HYDRN I" DATA 10 VNIAX . 'D,47 FPS 1220 MAIN T.A.Irl"D BY RCTIJ AW STA. 10+92. 14 SEE PLAN VIEW ON SHEET #44 SEE PLAN VIEW ON SHEET #17 SEE PLAN VIEW ON SHEET #24� STORM DRAIN LINE G STORM DRAIN LINE H Li IVA IT Q� PROFILE SCALES HORIZON. 1"=5 CD CONNECTOR PIPE PROFILES VEIL-OCIT"Y I"_1)' LE':)'S THAN .-) FPSD I'F\11 TO MI[',IIMIj'uI COVER ON PIPE. LL ILL Lul :E LL 0 BENCHMARK: 17320 Redhill Ave. SEAL-ENGINEER TRACT NO. 36390 I.P. NO. 130045 SHEET NO. Underground Service Alert NOTE: MORSE FSC�,',JBI-D A FCJI I IPIS: WORK COINTAINED WiTHIIN TIHFSE PLANS SOU-1 COUNTY OF RIVERSIDE | Calk TOLL FREE "'HALL NOT CUMME-INCE UNTIL AN TIHIE INITEIR,"ECTION 0'- [A SIFP\RA A L - N SCHULTZ Voice��949-251-8821 VE'UlliF AID VICTURIA STORM DRAIN PLANS -^