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963zz_sdGENERAL NOTES IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA Uj 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR z' PR©JECT SITE CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTYST4 RM DRAI I PLANS �` w TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PICA 8 > STREET SAN BERNARD/NO PUBLIC RIGHT-CIF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC cot MAIN = STREET USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE RNERSII)E FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE SPRING MOUNTAIN RCOUIVTy CENTER I STRET EET OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. �- PIG ON 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF TRACT 2959&1 THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL ry PALMYRITA AVENUE �o EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF \ COLUMBIA AVENUE ca CONSTRUCTION SCHEDULE AT LEAST FORTY-EIGHT (48) HOURS ( MARLBOROUGH AVENUE PRIOR TO THE BEGINNING OF CONSTRUCTION. a BOX SPRINGS MOUNTAINS PARK 3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 72 60 a RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY 71 » a ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. j LINE FF T� T Q 1 �, ��O TEA ('r Qtao=13.14CFS Thomas Guide (1998); page. 646, E-7 4. ALL UNDERGOUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE Q' .G5 �� Q I 4` PRIOR TO PAVING THE STREET, INCLUDING, BUT NOT LIMITED TO, 295, �.� J �� 2 '}�� 68 ✓,A F �J ���� " ,� "::K � I 1111, VICINITY MAP THE FOLLOWING: ` C 1111 C'7 a I SEWER, WATER, ELECTRIC, GAS, AND STORM DRAIN. ` '9 . I , , G NOT TO SCALE 0J rSECTION: 9 AND 10y UNAUTHORIZED CHANGES & USES TOWNSHIP: 2 SOUTH, RANGE: 4 WEST 65F SBM so 64 CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE J 5 84 79 RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR (�j �� PHASE 2 SD U I =' I USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN 6 C'3 V 78 62 1 j ' WRITING AND MUT BE APPROVED BY THE PREPARER OF THESE PLANS. � �- � � �� � � s,���, CB - 14 PLANS � LEGAL DESCRIPTION PER SEPERATE TZ) I 7 "' too I I BEING A SUBDIVISION OF A PORTION OF PARCEL C OF LOT LINE ADJUSTMENT ('w� �`•' [fes `� � eAN,ira4 � ` I _..._ �f W � , 91 TRACT I NO. 4691, RECORDED FEBRUARY 20, 2004 AS INSTRUMENT NO. 2004-0118105 76.,AES ..r WORK TO BE DONE 8 � � � VASI7k. , Bt�DY 1 1 „<,ti���>, OF OFFICIAL RECORDS OF SAID RIVERSIDE COUNTY, TOGETHER WITH A PORTION T 2" TT?.,. 77, ����° 75 OF PARCEL B OF LOT LINE ADJUSTMENT NO. 05478 RECORDED JULY 16 2014 ;CdB'+iift SS? "IM ifl4tX<FT At 2 n A7bvxUlBf ,c� RhXYn _Z1(�ac`5,1 y l'"�a(( °� `D'' 4 .... 5f,?;i(M97A p7:rn(FSd1"v t, j if, GRADING AND DRAINAGE WORK CONSIST OF THE FOLLOWING WORK TO ,,,, - ' �.,,� ,�. ,, 7; a 74 � � �rz _. � .: , 1 AS INSTRUMENT NO. 2014 0264579 OF OFFICIAL RECORDS OF SAID RIVERSIDE r�, „�s,,� ? 95 97 98 T 57 BE DONE ACCORDING TO THESE PLANS AND THE CURRENT UNIFORM ,, �„ . ¢� 88 CB 18 _ 11 `- �_. 29598-2 ,: 56 6e � , � COUNTY, TOGETHER HATH PORTIONS OF PIGEON PASS ROAD VACATED BY BUILDING CODE APPENDIX CHAPTER 33 AS AMENDED BY ORDINANCE Qtoo=8.28CFS -,7 5$ LINE "Y1 96 52 51 29 ±8-1 DOCUMENT RECORDED SEPTEMBER 10, 2104 AS INSTRUMENT NO. 457. T G1 _ 89� 50 44 2014-0343508 OF OFFICIAL RECORDS OF SAID RIVERSIDE COUNTY, AND LYING SCHOOL DISTRICT T LAT c3 ° p 21 47 2 r; - \ WITHIN SECTIONS 9 AND 10, TOWNSHIP 2 SOUTH, RANGE 4 WEST, SAN � HEARST STREET�P �; � �" RMS ` - BERNARDINfl MERIDIAN. uN c ���� � �«�=8.1 cFS.� s RIVERSIDE UNIFIED SCHOOL DISTRICT S ,- I 10 1 11 1 12 13 14 16 T7 ;.`,:"». 24 25 28 27 — E 42 j -a (951) 788-7134 2 > ` v ,. �i ?k1 �)i4F< 28 29-- ew.n7fi1 x'-�fli,*.. ",ntv utm �aX ,�,et�^7 (E {2 �.:i e NO. ti7E, rmr, rf,,,, 34 CB 31 24 S.D. CB #20 Qtao-10.03CFS — #lg 40 — — — — — _ _ _ _ _ _ Q,00=118CFS', i) 4 ,o� p 255-180-026 and 255-240-024 c — — _ _ 35 3i m 24 HOUR EMERGENCY CONTACT ---- _ +1—r---- __ i — ---Qtao=48.89CFS------- ----r � �•kD - TROY JUVE -------M�ti� ..,, � ---- (STAR FINANCIAL INC. N — LL_ _ Z � CONSTRUCTION NOTES QUANTITY: 4350 VON KARMAN AVE, SUITE 225 INDEX MAP Dam LINE NEWPORT BEACH, CA 92660 SPRING MOUNTAIN RANCH CONSTRUCT MH NO. 1 PER RCFC & WCD STD MH251 3 EA. -�) SCALE: 1"=150' SPRING BROOK WASH CHANNEL CONSTRUCT MH NO. 2 PER RCFC 8: WCD STD MH252 N/A z TJUVEWISTARFINANCIAL.COM PLANS, PER RCFC & WCD _ r (951) 757-0839 (C) — DWG N0. t-65t, SHEET 16 3o- CONSTRUCT MH NO. 4 PER RCFC & WCD STfJ MH254 2 EA, , EXisnNG UNE G — — ®- CONSTRUCT JS 2 PER RCFC 11: WCD STD JS227 N/A Uj STORM_, _DRAIN MAII T N_ANCE RESPONSIBILITIES SPBACKRING H E STORM DRAIN SOURCE OF TOPOGRAPHY o- CONSTRUCT JS 4 PER RCFC II: WCD STD JS229 N/A SYSTEM, PER RCFC do WCD 6 o ALL STORM DRAIN LINES, LATERALS, AND CATCH BASINS ARE DWG No. t-652, SHEEP 29 INLAND AERIAL SURVEYS, INC. DECLARATION OF RESPONSIBLE CHARGE CONSTRUCT TS 3 PER RCFC & WCD STD TS3O3 1 EA, AND TRANSITION STRUCTURE TABLE MAINTAINED BY RCM.7117 ARLINGTON AVE. SUITE A ABBREVIATIONS RIVERSIDE, CA 92503 1 HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS CONSTRUCT CONCRETE COLLAR PER RCFC k WCD STD M803 1 EA. (951) 687-4252 PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THEtn UNDERGROUND STRUCTURES BCR BEGIN CURB RETURN DATE OF TOPOGRAPHY: SEPTEMBER 27, 2010 DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE 8� CONSTRUCT CURB INLET CATCH BASIN PER R.G. STD. 300 6 EA. a ECR END CURB RETURN BUSINESS AND PROFESSIONAL CODE, AND THAT THE DESIGN IS CONSTRUCT GUTTER DEPRESSION PER R.C. STD• 31100 ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE LT. LEFT TOPOGRAPHY SHOWN HEREON CONFORMS TO CONSISTENT WITH CURRENT STANDARDS. IN ASSUMING RESPONSIBLE N o OWNER OR OTHERS AND THOSE SHOWN ON THE RECORD EXAMINED CHARGE 1 ACCEPT FULL RESPONSIBILITY FOR THE ENTIRE DESIGN OF 13 CONSTRUCT CONCRETE BUXIEAD PER RCFC Ik WCD STD mm 1 EA. c> RT. RIGHT NATIONAL MAP ACCURACY STANDARDS. z LIJ z ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. CL CA CENTERLINE THIS PROJECT AS SHOWN ON THESE PLANS. 14 CONSTRUCT CONCRETE FLARED END SECTION PER 2 EA. a V; THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH ELY, WLY EASTERLY, WESTERLY LEGEND CALTRANS STD PLAN D94B, WITH TRASH RACK PER m In IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY NLY, SLY NORTHERLY, SOUTHERLY DIRECTION OF FLOW I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND CALTRANS STD. PLAN D75C 2 EA. L,J AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES TC TOP OF CURB SPECIFICATIONS BY THE COUNTY OF RIVERSIDE, OR ITS AGENTS IS 15 CONSTRUCT HEADWALL AND WINGWALLS PER MODIFIED CALTRANS STD. D89 RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR FL FLOW LINE HGL CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS 1 EA, z' n ¢ 16 CONSTRUCT CB 110 (MODIFIED) PER DETAIL ON SHEET 4 - STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT INDICATED EP EDGE OF PAVEMENT ENGINEER OF WORK, OF MY RESPONSIBILI11ES FOR THE PROJECT CL ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH P.C.C. POINT COMPOUND CURVE FINISHED SURFACE OVER DESIGN. 17 INSTALL 2-TON RIP-RAP, 5.4' THICK WITH MIRAFI 2 EA. z THAT REPORTED OR SHOWN ON RECORDS EXAMINED. THE C.B. CATCH BASIN C.L. STORM DRAIN 110014/15/300 NON-WOVEN GEOTEXTILE FILTER FABRIC (OR EQUAL) w CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY O.C. ON CURVE _ 01 M 18 INSTALL 6 PVC t1�RAIN PERFORATED PIPE-ASTM DESIGNATION D-2665 AND 5 LF MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND PROP. PROPOSED EXISTING SURFACE OVER MICHAEL BAKER INTERNATIONAL QggFEsstpa� PERFORATIONS SHALL BE PER ASTM DESIG14ATION C-700. z ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT R/W RIGHT OF WAY C.L. STORM DRAIN 40810 COUNTY CENTER DRIVE, SUITE 100 �`�N4 ©, IAN zo SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE Ste• STREET TEMECULA, CA 92591' .� t9 CONSTRUCT PIPE ANCHOR PER R.C.F.0 STD. M821 1 EA. OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE PRC POINT OF REVERSE CURVE STORM DRAIN PIPE W/C.L. P. (951) 676-8042 STARTING WORK. V.C. VERTICAL CURVE F. (951) 676-7240 No. 60132 Of > P.I. POINT OF INTERSECTION s OWNER,IPERMITEE FG FINISHED GROUND MANHOLE NO. 1 'orf ©F ti,Fo~ Li 0 OG ORIGINAL GROUND 00 M 0 iSTAR FINANCIAL INC. BVC BEGIN VERTICAL CURVE _L LJ 4350 VON KARMAN AVE, SUITE 225 MVC MIDDLE OF VERTICAL CURVE MANHOLE NO. 2, 4 M NEWPORT BEACH, CA 92660 EVC END OF VERTICAL CURVE 60AN D. TANNER 111 R.C.E. 60132 ATE Y v MOC MIDDLE OF CURVE *RCP SHALL BE SHEET INDEX SHEET NO.: BY: DWY DRIVEWAY TRANSITION STRUCTURE NO. 3 CONSTRUCTED WITH AN w w p°' F.H. FIRE HYDRANT ADDITIONAL 1.5-INCHES TITLE & INDEX SHEET 1 a z a PL PROPERTY LINE C. S. A OF CONCRETE BETWEEN PLAN & PROFILE 2 - 5 JUNCTION STRUCTURE NO. 2 THE INSIDE WALL AND U- c� -- --LATERAL PROFILES 5 7 ALLEN BARRETT DATE -9. ? THE INTERNAL w _�_ C.B. PLAN & DETAILS 6 a VICE PRESIDENT - REINFORCING STEEL S.A -1GNATURE DATE Fc=5000 PSI >20FPS, Fc=6000 PSI >30 FPS. _ / R.C.F.0 PERMIT NUMBERLi N © O G RTNOTE:40810 COUNTY CENTER DR., 1 P 050171 MEET NO. o N T WORK CONTAINED WITHIN TFESE PLANS @�OFESStflN4'MichaelBaker suITE 1 LA, CA 92591 lx4TUM NAVD TRACT 29598-1 �' SHALL NOT ( IENCE UNTIL AN o Tq PHONE: LA, A925 1 CITY OF RIVERSDE B.M. J8-03 s Q� p. EIEVATKWN.• 918.908 (AAM29) PUBUSHE©/921.M8 COUNTY OF RIVERSIDE �� SIAL WO WORKING ENCROACHMENT PERMIT AND/ORA �� , I N T E R N A T 1 0 N A L MBAKERINTL.COM AAIJUUUSTEfl NA4?188 ( 249+ PER NGS VERTCDN s, »tN BEFORE DAYS BEFORE GRADING PERMIT HAS BEEN ISSUED. PRI RAA/=931.398 NAVABB) DESCR/PTK1N. LEAH do SCHEDULE A o YOU 1(� YOU DIG W N<, .6013? ^+ PREPARED BY: JOHN D . TANNER III R . C . E . 140.60132L LIJ tIE PRIVATE D GIN D S19046 NX PLANE IS FLSPON HU FOR MRIN61IE �' TACK IN TOP OF CURB 3.3 N/0 BCR OF TITLE & INDEX SHEET 4 TOLL FREE 1-800-227-2600 AMRACY MD AOCEPFABILITY OF THE DESIGN MEM. IN 71E EVrM OF NW CURB RETURN AT PALMYRITA AVE. & IOWA AVE. DISNeMCIES ARISING AFTER 00M APPR & OR DWIN6 COtL5iRi1CTION, 7}E MARK BY DATE APPR. DATE llj Cal 1� lS`� - Q U A PUBLIC SERVICE BY PRIVATE IN6ItrEQt 9Wl ff R SPWSIBE FCR DEIERIININ6 AN ACCEPTABE �' STORM DRAIN PU1N AND PROFILE OFI UNDERGROUND SERVICE ALERT M9MION Aro WKSIN6 TIE RMS FOR APPROVAL BY 1W COI M. FOR- ENGINEER REVfSffmlS COUNTY F 7F C ��t� DATE �g �7� SCALE: H: N A V: N A FOR W.O. FIOLETNO. 0 z (D ' V w w ' v a N a_ 0 W Q 0 z F Q Q Q V) �trLIN z Li 0w I x CL LLJ 0- Z Q z ~ w z vl O p C) z C7 In 0 0 L) EL L) IL d UUN I KAU 1 UK Jt1ALL t'KU I tL; I IN t'LAUt ALL UTILITIES CROSSING OR PARALLELING THE STORM DRAIN UNLES`� OTHERWISE NOTED 1175 117 116 0 1130: 1 n q, CURVE DATA o (� CURVE DATA n A=90'00'00" A=31'19'33" R = 45.00' R = 306.00' T=45.00' T=85.80' L = 70.69' L =167.30' BC = STA. 16+01.78 BC = STA. 17+43.51 EC = STA. 16+72.47 EC = STA. 19+10.81 PI -- N 2312782.81 PI = N 2312679.10 E 6242994.32E/X6/243167.48 a W=14' H=6.5' SD STA. 10+36.10= ST. STA. 10+57.40 M DRAIN EASEMENT RIVERSIDE COUNTY 1700 R I lI'11 L1\I'1L VJ SEE SHEET 3 FOR PROFILE 6" PERFORATED PIPE AND CLEANOUTS PER R.G. PLAN BGR 110118 DIAL EDAYSWoo88RE11FK'OREING BEFORE YOU DIG IGTW TOLL FREE 60() A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SHALL NOT COMMENCE UNTIL AN ENCROA{HMENT PERMIT AID/OR A GRADING PERMIT HAS BEEN ISSUED. D89 MAINTAINED BY RCTD SD ELEV A I ELEV B I ELEV C I ELEV D I PRIMATE ENGINM SIGNING NESE RMS IS NEMIBE FOR ASSURING TIE APAARCY AM Af7IIPFABILITY OF If IESIGN NUM. IN Tff Wff CF DIS7f KIS MRISBNG WO CORBY M'RRONAL OR DURING CgBTR VIGN, TFf PRIVAIE E4GIN0 SKL BE R3 WIEU FOR OEIMINING AN ACCE" t.E S XIGN MO REVISING TIE PLW FGR APM& BY TFf ON NIT. I dC I L1 L2 I L3 LINE "G" 1 1146.00 1 1148.15 1148.15 MARK I BY DATE ENGINEER 3.75' 1 14.81' H I I 165 REVISIONS PLAN k mmk�'i M PROP. CURB/GUTTER PROP. CCUlcD No.60132 CE HEARST STREET 'W It E 1175 ROW PROFILE SCALE: HORIZ: 1"=40' VERT: 1"=4' 1/4" FOOT S SECTION AT STA 18+00 NTS CONSTRUCTION NOTES 1a- CONSTRUCT MH NO. 1 PER RCFC & WCD STD MR251 O2 - CONSTRUCT MH NO. 2 PER RCFC & WCD STD MH252 CONSTRUCT TS 3 PER RCFC &: WCD STD TS303 AND TRANSITION STRUCTURE TABLE, THIS SHEET J- CONSTRUCT CONCRETE COLLAR PER RCFC I@ WCD STD MB03 CONSTRUCT CURB INLET CATCH BASIN PER R.C. STD. 300 CONSTRUCT GUTTER DEPRESSION PER R.C. STD. 311 15 CONSTRUCT HEADWALL AND WINGWALLS PER MODIFIED CALTRANS STD. D89 17 INSTALL 2 -TON RIP -RAP, 5.4' THICK WITH MIRAFI 110ON/15/300 NONWOVEN GEOTEXTILE FILTER FABRIC (OR EQUAL) t9 CONSTRUCT PIPE ANCHOR PER R.C.F.0 STD. M821 HEADWALL WINGWALL MODIFIED D89 MAINTAINED BY RCTD SD ELEV A I ELEV B I ELEV C I ELEV D I AB I dC I L1 L2 I L3 LINE "G" 1 1146.00 1 1148.15 1148.15 1 1146.00 1 71' 1 71' 1 14.81 3.75' 1 14.81' TRANSITION NO. 3 STRUCTURE TABLE LINE "G" STA. 15+47.74 CALLOUTI VALUE A 1 30' B 18" C 6.20' D1 30" D2 30 ELEV. R 1153.65 ELEV. S 1152.93 GRAPHIC SCALE ( INFWT) I tach = 40 h 40810 COUNTY CENTER DR., Michael Baker SUITE 100 SEE TEMECULA, CA 92591 PHONE: (951) 676-8042 N T E R N A T1 0 N A L MBAKERINTL.COM EPARED BY:,OHN D. TANNER III R.G.E. NO.60132 DATE / SCALE- H > H= r H: 1 =40 V. 1 4 STORM DRAIN DATA TABLE NO. BEARING LENGTH REMARKS 1 N30'55'00"E 33.35' 30" RCP 2 N30055'00"E 48.18' 30" RCP 3 N59'05'00"W 7.46' 30" RCP 4 1 N59'05'00"W 57.59' 18" RCP 5 N8915'27"E 74.19' i8" RCP 6 N89'35'27"E 10.00' 18" RCP 7 N14`05'00"W 17.92' 24" RCP 8 N59'36'38"E 28.12' 24" RCP 9 1 N60'55'00"E 26.90' 18" RCP IP 050171 TRACT 29598-1 COUNTY OF RIVERSIDE SCHEDULE "A" STORM DRAIN LINE "G» STORM DRAIN PLAN AND PROFILE w.0. COUNTY SHEET NO. 2 6 M 4v ZZ, 1190 ill rl 1170 o biz U) w v a v Lia it cz 0 of W Q z <c p © z U) Li w o w J m Q Li v J z Z H Lu 3 W _ z W J GL 0O U z O O Q 0 o ty CL w o- 111 E 1 LINE "G" PROFILE MAINTAINED BY RCTD CONSTRUCTION NOTES O CONSTRUCT ® 1 PER RCFC Ic WOD STD MH251 0 CONSTRUCT TS 3 .E. RCFC k WCD STD TS303 AND TRANSITION •, TABLE CONSTRUCT CURB INLET CATCH• p•a 300 • ray GUTTER DEPRESSION PER a a h 1210 1 116 1205 I 116 ifs+Ia mil w 1165 1150 1 R ' 1 1150 1/ FOC bl- R� T NOTE: ls wwwwu vwvvv ; A W CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN DIAL Wo WORKING ENCROACHMENT PERMIT AND/OR A BEFORE DAYS BEFORE GRADING PERMIT HAS BEEN ISSUED. YOU DIG YOU DIG THE PRIVATE LTNSItEE12 SIGNING THESE PIM IS fiSP0TSI8E Flit ASStRIN6 THE TOLL FREE 1-800-227-2600 At uwm AND ACCEPTABILITY OF TRE DESIGN NNEM. IN RPE EVENT OF DIS UNCIES ARISING AFTER MINTY APPROVAL OR DUtING IXfS1R11C 11N. 1HI BY DATE A PUBLIC SERVICE BY PRIVATE ENGD EER WA L Tf RE.SP0NSIGIE FOR DETERBINING AN AOIEPTAHEMARK 1 UNDERGROUND SERVICE ALERT MATIGN Aro TEVISING TIE PLANS FOR APPROVAL TIY 1TE MfRY. ENGINEER 0 a WIN 101 REVISIONS - PROP. CURB/ GUTTER MAIM= -rRvr. WATER 40810 COUNTY CENTER DR., QOFESSIO Baker SUITE 100 Q Nab TEMECULA, CA 92591 40TANr� PHONE: (951) 878-8042 � I N T E R N A T 1 0 N A L MBAKERINTL.COM No. 60132 PREPARED BY: JOHN D. TANNER III R.C.E. N0.60132 fj Civil, OF C t.��Ea� •r^y�.._ DATE H: 1"=40' V: 1"=4! SECTION AT STA 24+00 NTS 33' 4' 25' 4' 4' 4' EMERGENCY OVERFLOW SECTION A A NTS STORM DRAIN DA TA TABLE Ck CURVE DATA I BEARING 0 = 42` 20' 23" 1 R = 306.00' 286.97' 18" RCP T = 118.50' N46'52'36"E L = 226.12' 3 BC = STA. 22+91.97 15.58' 18" RCP EC = STA. 25+18.09 SH TSn PI = N 2312683.28 E 6243752.08 o CURVE DATA A=38'30'21" PROP. R = 45.00' CURB, T =15.72' GUTTER L = 30.24' BC = STA. 25+70.72 SPRING STREET EC = STA. 2811.7 96 PI = N 2312811.79 E 6243889.30 -rRvr. WATER 40810 COUNTY CENTER DR., QOFESSIO Baker SUITE 100 Q Nab TEMECULA, CA 92591 40TANr� PHONE: (951) 878-8042 � I N T E R N A T 1 0 N A L MBAKERINTL.COM No. 60132 PREPARED BY: JOHN D. TANNER III R.C.E. N0.60132 fj Civil, OF C t.��Ea� •r^y�.._ DATE H: 1"=40' V: 1"=4! SECTION AT STA 24+00 NTS 33' 4' 25' 4' 4' 4' EMERGENCY OVERFLOW SECTION A A NTS STORM DRAIN DA TA TABLE NO. I BEARING LENGTH REMARKS 1 N89'35'27"E 286.97' 18" RCP 2 N46'52'36"E 52.63' 18" RCP 3 N08'22'15"E 15.58' 18" RCP FOR: GRAPHIC SCALE �I (w) I iwh = 40 ft IP 050171 TRACT 29598-1 COUNTY OF RIVERSIDE SCHEDULE „A" STORM DRAIN LINE "G" SHEET NO. 0 3 CD `° 0 un JOF 6 SH TSn n - i x 0 1210 M.H. m MI 12+26.12 END 0 z (V C.L.C.B. #31 00 ALL C < H=7.36 -, W=21- < E - V) 35.53' RT STORM DRAIN - LESS OTHERWISE X0 Tic SD STA. 12+26.12= Di 36* z :D ST. STA. 120+80.01 CD L 0 Qiw--13.8 CFS Ef Y. R 1224.40 1 Viw=14.98 FPS LINE "Y2" SEE PROFILE HEREON I 1 1235 1 1235 Cs ;=I 1 11 1230 --Tw, V 1 1225 1 1225 11 ------ ��A 1230 225 11 10+00� /BEGIN 36- RCP C.L. Cp�.32 1223.0 H=5.9, W=14 Tkrl-1 CT 5 BASIN BOT. 20.00' LT SD STA. 10+16.74= 2,959 3-2 ST. STA. 120+52.38 LINE "Y2-1" Qioa;=8.1 CFS SEE PROFILE Vioc-6.83 FPS FOHEREON ezz 0 + L STA. 11+25.06 WITH 5 - NTH 5' PERFORATED PIPE AND CAP IP MAINTAINED T AN Al AINTAINED BY RCTD LAT. "Y2" PROFILE MANHOLE NO. 4 TABLE NOTE: CONTRACTORS I ALL 'PROTECT, IN PLAC ALL C UTILITIES CRO las NG OR, PARALLELING E - a STORM DRAIN - LESS OTHERWISE X0 Tic D I 1 1235 1 1235 Cs ;=I 1 11 1230 --Tw, V 1 1225 1 1225 11 ------ ��A 1230 225 11 10+00� /BEGIN 36- RCP C.L. Cp�.32 1223.0 H=5.9, W=14 Tkrl-1 CT 5 BASIN BOT. 20.00' LT SD STA. 10+16.74= 2,959 3-2 ST. STA. 120+52.38 LINE "Y2-1" Qioa;=8.1 CFS SEE PROFILE Vioc-6.83 FPS FOHEREON ezz 0 + L STA. 11+25.06 WITH 5 - NTH 5' PERFORATED PIPE AND CAP IP MAINTAINED T AN Al AINTAINED BY RCTD LAT. "Y2" PROFILE MANHOLE NO. 4 TABLE LINE 'Y2" STA. 10+71.55 MAINTAINED BY C VALUE A 8803615r a 1" C 4-95' Di 36* D2 360 L 6' Ef Y. R 1224.40 1 ELEV.. S 1 1224,24 I PROFILE SCALE: HORIZ: 1"=40' VERT: 1"=4' Love) -1 to HEADWALLAINGWALL LINE/CURVE DATA TABLE MAINTAINED BY RCTD SD I ELEV :A:: ELEV B I ELEV C 4g BEARING/DELTA RADIUS LENGTH TANGENT DESCRIPTION 1 N31*23*07*W 1 7.00' 1 14.81' -T2. '7- 58 36 SD 2 60_166*00m --30.0-0-r- 31.42 17.32 36 2r —sD 3 N88'36*53*E --36.00 84.83' 36" SD 4 90*00'66' 47.12 --j5. 00" 36m 95 5 NOI*23'07*W .30.03' 6 N60'13*17-W - 30.56, -- 30w SD 7 49w5O'40w 45.00' 39.15 -16. 91 30- §D- 8 N1010"375 -- 10.00 0 -- 30" SD 9 43'50*41- 45.00' 34.44 18.11 30m SD 10 N54 -13-18-W -- 10.91 305 95 12 27'27'53- 45.00- 21.57 11.00' 30 13 a"N'46 E - 3.96' -- 30w SD 14 39'57'28- 90.00' 62.77' 32.72' 30" SD P, 5— —6 N13*02'42wW - 0. 92 0 -- 300 §5 N43'36'53 -E 16.74' 18w SD HEADWALLAINGWALL (MODIFIED D89) MAINTAINED BY RCTD SD I ELEV :A:: ELEV B I ELEV C I ELEV -D I 4B I1iCI Ll I L2 L3 LINE "Y2"1..1225.0011227.6511227.6511225.001 71* 1 71' 1 14.81' 1 7.00' 1 14.81' CONSTRUCTION NOTES PROP. Li Av SEWER Ed TRACT uj BNDY CL 98 WCIL CT < CD C4 5ZI'M Lu r.- L" 2 JS 59 3 1 Lu + I Li 0 0 $6,11 ';' < V) LIJ 0 0 OAA-- NOTE. RT WORK CONTAINED WITHIN THESE PLANS z 0 A Z) F- WI -L. NOT ONCE UNTIL AN >0 (on WORKING ENCROACHMENT PERMIT AND/OR A BEFORE0 < WO WOR1 DAYS BEFORE GRADING PERMIT HAS BEEN ISSUED. 0 LIJ G YOU DIG > THE PRIVATE ENGINEER SIGHING THESE PLANS IS FINONSIBLE FOR ASSLJRINGG THE (& ACMACY AND ACCEPTABILITY OF THE DESIGN MM. IN THE EVD(T OF 0 1-800-227-2600 w DISCIUANCIES ARISING AFTER OMTY APPROVAL OR MING OXYM104, THE CIL A PUBLIC SERVICE BY PRIVATE ENGINEER SHLL BE RESPMELE FOR MIMINING AN ACCEPTAEU MARK 13Y DATE Q UNDERGROUND SERVICE REVISING THE PIANS FOR APPROVAL BY THE CMrY. ENGINEER REVISIONS CONSTRUCT MH NO. 4 PER ROTC i WCD STD MH254 CONSTRUCT CONCRETE COLLAR PER RTC 8: WCD STID M803 CONSTRUCT CURB INLET CATCH BASIN PER R.C. STD. 300 OXTRUCT GUM DEPRESSION PER R.C. STD. 311 13 CONSTRUCT MCWTE BULKHEAD PER RCFC k WCD STD M816 15 CONSTRUCT HEADWALL AND WINGINALLS PER MODIFIED CALTRANS STD. D89 (gCONSTRUCT CB 110 (MODIFIED) PER DETAIL ON SIM 4 17 INSTALL 2 -TON RIP -W, 5.4' THICK WITH MIRAFI 110ON/15/300 NON -WOVEN GEDTID(TILE FILTER FABRIC (OR EQUAL) 0 GRAPHIC SCALE I ( m nzr ) I Inch = 40 ft F; 1111 COUNTY CENTER DR., IP 050171 SHEET NO. VESSI;Michael Baker SUITE loo SEE BFJVCHAt4RK NOTE ON SBEF-T I O TEMECULA, CA 92591 TRACT 29598-1 I A PHONE: (951) 676-8042 COUNTY OF RIVERSIDE I N T E R N A T 1 0 N A L MBAKERINTL.COM 4 SCHEDULE *$At$ No. 60132 PREPARED BY: JOHN D. TANNER III R.C.E. NO.60132 STORM DRAIN LINE "Y" LATERAL "Y1" '*Y2" PILE -p CIVI STORM DRAIN "PLAN AND PROFILE OF APPR.1 DATE elf F Ch SCALE: 4V V: 1*=4' FOR: —7-0- COUNTY COUNTY Ch DATE F - _1:= FILE NO. / 7 H. 9 (o3 I z of F8 C) 4" N fl�' MIN. STAINLESS STEEL gF� ?' MN. FOLD � 6', 1 MIN. '%"" L1 ROUN) BARS ®6 VERTICAL " " 0.25" x 0.25 STAINLESS SPAtE Fl5'OiEGTIpV BARS SEE DETAIL D FOR (� STEL WIRE FABRIC. SEE /A EVE'�LY ACRS O°E rAG FOLD SCREEN OVER J 3/8" AISI 316 CONNECTION TOF O WALL T DETAILFRAAME. FOR CONNECTION r WALL MIN. 2'. STAINLESS STEEL \ (6-) STAINLESS 0.25' x 0.25' STAINLESS PLATE STEEL ROLIND BARS STEEL. WIRE FABRIC TIE (TYF.) ALL BARS 0 6 �'•� KWIK BOLT II AISI 316 SPACING ALONG BARS 2" MIN. SCREEN FOLD h STAINLESS STEEL I ©�YSFS 3.5'/9.5" 1/2 DIA. WITH 3-1/2' r OR 1 MIN. EMBED. _ I S 10 ELEVATION CONSTRUGTI r7 - i oSFtic 1' i T DETAIL "F" (SECTION F -F) DINT „ �ti� ' T I 0.25• x 0.25" STAINLESS 1 A a tq STEEL WIRE FABRIC. SEE �, DELIS AIL *C0 SEE DETAIL C TO 71 E LEFT WIRE FABRIC CONNECTION 2 MIN. EMBED. DETAITO L *F* FOR CONNECTION �AX.� 6" D A. SHEAR GATE IV�:Oil / T TO DEBRIS SCREEN FRAME 2 MIN. CONC. SLAB ELEVATION p w� CONTROL RDD I BAsBB INNBOTTOM #4 0 6" C/C DETAIL "D° .00' AT RISER (1223.00) 2-#4 CONT. (SEEHICK DETAI CONC. FOR I �` DEBRIS SCREEN FRAME & " . {' 6 THICK CONC. WALL T z FRAME CONNECTION TO WALL (SEE DETAIL "E" FOR REINFORCEMENT).`kIL MEDIA PER ;,.,. <_=-R.G. PLAN REINFORCEMENT). DETAIL "C" "D3DEBRIS BGR 110118 SCREEN I • - i 111„ :.LED PIPE > R.G. PLAN BGR 110118 D1 OPENING O 0 2 ROWS OF 4 HOLES 1 3/4" - 4' SPACING #4 4 0 2' 2 ROWS OF 10 HOLES A 6' 1 1/16" - 4" SPACING eNGN EL. BB - BASIN BOTTOM AT RISER (1223.00) #4 A 6" E.W. O O g ELEVATIONp R i • I�iFORATED PIPE \ Q A APD EN) CAP DETAIL "E" CONSTRUCTION DETAIL PER w DEBRIS SCREEN CONC. WALL & 1fi RCFCWCD STD. CB 110 (MODII=ED) SECTION B -B SECTION A -A SLAB REINFORCEMENT NO SCALE J 3.9 ARS 2 EL. T1 1228.75 L1 6' EL. R 1219. D3 24" DIA. S1 1226.90 D1 1 1/16DIA. EL. S2 1227.50 D2 A 58' T 8" H 1.25` v 1 7.38' 4.:58.' EL. P 1138.99 EL. 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"tJ UqM _la :yNNV NOLjJa -tom` `%a ' Q 0 N LilN e- r U � I► V - ix 0V. © r /ti LijO6ZN LL_ CU DO 0 ON CURB N ~ ON CURB 0 6.67Rg 10.50 CATCH BASIN #14 10.50' ry CL Li Q (SEE SHEET NO. 3) CATCH BASIN_ #18 s CATCH BASIN #31 (SEE SHEET N0. 2) GRAPHIC SCALE W (SEE SHEET NO. 5) 0 2.5 5 10 15 20 z •, Q OLi ✓ ff, OA, O 1 inch = 5 !t O �t, I ( NOS.40810 COUNTY CENTER DR., I P 050171 SHEETN0. ! Michael SUITE 100 RAC NOTE ON SHEET f Imo- pD T WORK CONTAINED WITHIN THESE PLANS Q�oFESSLOg'BakerTEMECULA, CA 92591 TRACT 29598-1 SHALL NOT COMMENCEUNTIL AN TA PHONE: (951) 676-8042 COUNTY OF RIVERSIDE 0 to ENCROACHMENT PERMIT AND/ORA '`` 6 DIAL D WORKING 1 N T E R N A T 1 ©NAL MBAKERINTL.COM *> » O Q BEFORE DAYS BEFORE GRADING PERMIT HAS B=EN ISSUED. = SCHEDULE A w i'ou DIB YOU DIG NO. 60132 PREPARED BY: JOHN D. TANNER III R.C.E. NO.60132 CURB INLET DETAILS > THE PRIVATE ENGINEER SIGNING MESE RANG IS RESPONSBi.E FOR AMINE K O O TOLL FREE 1-800-227-2600 AMM AND AMMABILM OF THE DESIGN HEAEQI. IN THE Mg OF ✓ Of DIS UNCIES ARISING AFTER OIINTY APPROVAL OR DIKING CD6TMION, THE I �J Y 1� �1 STORM DRAIN PLAN AND PROFILE OF SH g p_ MARK BY DATE APPR. DATE �t Q� tti5, A PUBLIC SERVICE BY PRIVATE ERGItEIIt saLL eE RESPasID E FOR DETETBIINING AN A!>IPTAa E F 1E S A FOR: W. D. COUNTY W UNDERGROUND SERVICE ALERT ZZIGN Aro RRISING THE PLANS R R APPROVAL BY THE ORM. REVISIONS OF C �L DATE 1 18 1 "� N A N A Q ENGINEER COUNTY H: � V:—_� FILE NO. as 100 Z Z. M N 0 LO x