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966pp_sdIDUIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRI.'CT scow RD TRACT 30837 1 STORM DRAIN FACILITIES �� ENGINEERS ESTIMATE OF QUANTITIES INDEX SHEET No TOTAL CFD TOTAL CFD TITLE SHEET 1 CONSTRUCTION NOTETY. CONSTRUCTION MOTE Y C� OTY �- '- OTY' KEY MAPS AND STD DETAILS 2-3 1 ? CONSTRUCT 18" RCP (CLASS IV) 452 L.F. 238 L.F. 22 CONSTRUCT TRANSITION STRUCTURE PER DETAIL - 1 EA. 1 EA. PLAN AND PROFILE 4-16 � 22 ON SHT 18 AND :RCFCWCD STD CB 10 CONSTRUCT 24" RCP (CLASS IV) 2,493 L.F. 33 L.F. LATERAL PROFILE 17 BEN ON = 24 CONSTRUCT WEIR/ORIFICIE OUTLET STRUCTURE DETAILS 18-19 Q`CONSTRUCT 30" RCP ('D' PER PROFILE)- 160 L.F. - PER DETAIL ON SHEET 19. 1 EA. 1 EA. CONSTRUCT JENSEN PRECAST' DRAINAGE INLET 4SKINNER CONSTRUCT 36" RCP ('D' PER PROFILE) - 280 L.F. - MODEL D12436 (OR APPROVED EQUAL) 3 EA- 3 EA. R C FC &WCD STANDARD DRAWINGS RESERVOIR CONSTRUCT 42" RCP ('D' PER PROFILE)- 392 L.F. - 31 CONSTRUCT TYPE 'A' OUTLET STRUCTURE PER CALTRANS STD. D90 AND PER DETAIL MH251 MANHOLE N0, 1 9-15 CONSTRUCT 48" RCP ('D' PER PROFILE) -474 L.F. - ON SHT 18 1 EA. 1 EA. MH252 MANHOLE NO. 2 5-10,14 CONSTRUCT RIP RAP VELOCITY DISSIPATOR PER CONSTRUCT 54" RCP 'D' PER PROFILE)- 2,844 L.F. 57 L.F. 32 MH254 MANHOLE N0. 4 4,8-10,13 1 ( ) CALTRANS SPECIFICATIONS AND PER DETAIL ON -Y1 EA. 1 EA. JS227 JUNCTION STRUCTURE NO 2 9-10,12-14 `s RD CONSTRUCT 60" RCP ('D' PER PROFILE)- 916 L.F. _ SHT 18 O CP 33 CONSTRUCT CONCRETE DRAINAGE APRON PER DETAIL JS229 JUNCTION STRUCTURE N0. 4 8-10,16 CONSTRUCT CATCH BASIN PER RCTD STD E'°'' ON SHT 18 1 EA. 1 EA. CB110 CONCRETE DROP INLET 16 No. 300 - 34 CONSTRUCT CABLE FENCE PER RCFCWCD STD -244 L.F. - M803 CONCRETE COLLAR, 10-12 10 CONSTRUCT MH No. 2 PER RCFCWCD STD M826 M826 CABLE FENCE 4 MH252 9 EA. -- TS303 TRANSITION STRUCTURE NO. 3 10,13 35 CONSTRUCT MANHOLE SHAFT SAFETY LEDGE --� 4 EA. VICINITY MAP 11 CONSTRUCT MH No. 4 PER RCFCWCD STD - PER RCFCWCD STD. NO. MH261. NTS 12 H254 CONSTRUCT JS No. 2 PER RCFCWCD STD 5 EA. - 36 CONSTRUCT TS No. 3 PER RCFCWCD STD - GENERAL NOTE 6 EA. TS303 2 EA. JS227 RCTD STANDARD PLANS 1. THE CONTRACTOR SHALL CONSTRUCT THE FLOOD CONTROL IMPROVEMENTS CONSTRUCT MODIFIED GRATED INLET PER (37 CONSTRUCT 6'X6'X6" CONCRETE PAD W/ #4 SHOWN ON THE DRAWINGS IN CONFORMANCE WITH THE REQUIREMENTS OF SPPWC STD 303-3 AND PER DETAIL ON `-' BARS AT 18" O.C.,E.W. CENTERED ON MH 300 CURB INLET CATCH BASIN 8-14 THE RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION - 311 GUTTER DEPRESSION FOR CURB 8-14 SHT 18 1 EA. 1 EA. COVER PER DETAILS ON SHEET 6 9 EA. o' rKELLER ROAD DISTRICT'S M.O.U. STANDARD SPECIFICATIONS DATED JUNE 24,2008, AND 14 CONSTRUCT MH No. 1 PER RCFCWCD STD CONSTRUCT HINGED OUTLET PROTECTION 1 EA. OPENING CATCH BASIN RCFC&WCD STANDARD MANUAL. FOR THE LATEST DRAWINGS OF THE 39 - � STANDARD MANUAL, PLEASE REFER TO THE "PUBLICATIONS AND MH251 11 EA. - BARRIER PER SSPWC STD 360-2 C7� SKINNER a RECORDS" PAGE FOUND ON THE DISTRICT'S WEBSITE. 16 CONSTRUCT GUTTER DEPRESSION g EA _ 40 CONSTRUCT CONCRETE COLLAR PER RCFCWCD - CALTRANS STANDARDS v FOR CURB OPENING STD. NO. M803 1 EA. �. �Z I 2.CONTACT THE ENCROACHMENT PERMIT ENGINEER AT 951.955.1266 IF AN CONSTRUCT JS No. 4 PER RCFCWCD STD 4 EA. - 1 ,� 41 CONSTRUCT TYPE A OUTLET STRUCTURE PER D90 PIPE CULVERT HEADWALL -TYPE A 4,16 q JS229 AND 6 SCH. 40 PVC LATERAL. CALTRANS STD D90 AND DETAILS ON SHEET 19. 1 EA. ENCROACHMENT PERMIT IS REQUIRED FROM RIVERSIDE COUNTY FLOOD CONSTRUCT TYPE 'A' OUTLET D89 PIPE CULVERT HEADWALL 16 TRACT CONTROL. AFTER THE PERMIT IS ISSUED THE DISTRICT MUST BE NOTIFIED 18 42 CONSTRUCT CONCRETE BULKHEAD PER STRUCTURE PER CALTRANS STD. D90 1 EA. - RCFC&WCD STD NO. M816. 6 EA. - 30837-1 ONE WEEK PRIOR TO CONSTRUCTION. AND PER DETAIL ON SHT 4S P P WC STANDARDS 3.CDN%gCT CL?NSTiI�E'i>GV�t/I,dN�GMEii AT 951.955.1288 IF CONSTRUCTION 19 CONSTRUCT CONCRETE ACCESS RAMP 1 EA. - SECONDARY PER DETAIL ON SHEET 4 ACCESS YATES RD. INSPECTION WILL BE PERFORMED BY RIVERSIDE COUNTY FLOOD CONTROL. CONSTRUCT OUTLET STRUCTURE PER 303-3 PIPE CULVERT HEADWALL -TYPE A 16 20 THOMPSON RD, THE DISTRICT MUST BE NOTIFIED TWENTY DAYS (20) PRIOR TO 360-2 HINGED OUTLET PROTECTION 4 S1 TE CONSTRUCTION. CALTRANS STD D89 1 EA. 1 EA. CONSTRUCT TYPE B RIP RAP PER DETAIL GALLEANO AVE. 21 ON SHT 4 AND PER CALTRANS S 1 EA. - 4.ALL STATIONING REFERS TO CENTERLINE OF CONSTRUCTION UNLESS PECIFICATIONS. POURROY RD. -,,,OTHERWISE NOTED. SHRIMP LANE GENERAL NOTES (CON T)D� (CONT MADDELENA RD. 5.STATIONING FOR LATERALS AND CONNNECTOR PIPE REFER TO THE GENERAL NOTES ' D� CENTERLINE INTERSECTION STATIONS. 15.t BH --1 INDICATES SOIL BORING LOCATIONS BASED ON THE SOILS REPORT DATED 10108/2012. LOCA 77ONS SHOWN ARE APPROXIMATE. 24. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE LOCATION MAP 6. FORTY --EIGHT HOURS BEFORE EXCAVATION, CALL UNDERGROUND SERVICE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2 INCHES OVER w SECTION 33 & 34, TOWNSHIP 6 ALERT 1.800.227.2600. 16. "V" IS THE DEPTH OF CATCH BASINS MEASURED FROM THE TOP OF CURB THE REINFORCING AND INCREASED TO A MINIMUM OF 3-1/2 INCHES OVER Ztr- SOUTH, RANGE 2 WEST TO INVERT OF CONNECTOR PIPE. REINFORCING FOR BOX CULVERT, WHEN DESIGN VELOCITIES EXCEED 20 FEET i NOT TO SCALE 7. ALL ELEVATIONS SHOWN ARE IN FEET AND DECIMALS THEREOF BASED ON PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 29). 17. CATCH BASINS SHALL BE LOCATED SO THAT LOCAL DEPRESSION SHALL BE F'C=5,000 PSI FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND Lj i ¢BEGIN AT EXISTING CURB RETURN JOINT, UNLESS OTHERWISE SPECIFIED. FC=6,000 PSI FOR VELOC177ES EXCEEDING 30 FEET PER SECOND. & ALL COORDINATES ARE SHOWN IN FEET AND DECIMALS THEREOF BASED ON PROJECT SPECIFIC HORIZONTAL CONTROL. THE BASIS OF BEARINGS IS T THE NORTHERLY LINE OF SEC. 34, T 6S., R.2W. AS SHOWN ON RECORD OF 18. ALL CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND OTHER EXISTING 25. CONS RUCTION JOINTS FOR CALTRANS STANDARD REINFORCED CONCRETE SURVEY IN BOOK 45, PAGE 43, RECORDS OF RIVERSIDE COUNTY, CA, IMPROVEMENTS TO BE RECONSTRUCTED IN KIND AND AT THE SAME BOX SHALL BE PLACED ACCORDING TO RCFC&WCD STANDARD DRAWING NO. Lj ' z BEING N89`30'12"W. THE COORDINATES ARE: ELEVA77ON AND LOCATION AS THE EXISTING IMPROVEMENTS UNLESS BOX 401. NE CORNER N 35254.61,E 62658.25 OTHERWISE NOTED. ------ 3 z NW CORNER - N 35277.86, 59975.90 ENGINEERS NOTES az 19. STANDARD DRAWINGS CALLED FOR ON THE PLAN AND PROFILE SHALL k z 9. ALL CROSS SECTIONS ARE TAKEN LOOKING DOWNSTREAM. CONFORM TO DISTRICT STANDARD DRAWINGS UNLESS NOTED OTHERWISE. NATION$ SHOWW ON THIS PLAN ARE BASIM ON 1929 DATUM ( SMICH MARK ,� TIE-IN ELEVATIONS WITH TR. 9 IP 0402,41 AND Mss IP 040073 HAVE BEEN ri Q `- 10.' ELEVATIONS OF UTILITIES ARE APPROXIMATE UNLESS OTHERWISE NOTED. ' " �--} 20. THE CONTRACTOR IS REQUIRED TO CALL ALL UTILITY AGENCIES REGARDING ADJUSTED. ADJUSTMENT IS 2,45 SUBTRAGTEID FROM MS4008 AND TR. 3009 w TEMPORARY SHORING AND SUPPORT REQUIREMENTS FOR THE VARIOUS STREET IMPROVEMENTS PLANS TIE-IN ELEVATIONS FOR opm cHANNEL. LD 11. UNLESS OTHERWISE SPECIFIED, MINIMUM STREET RECONSTRUCTION SHALL UTILITY LINES SHOWN ON THESE PLANS. Li BE 4" TYPE "B" HOT MIX ASPHALT OVER 6" CLASS 2 AGGREGATE BASE o U OR AS SPECIFIED BY THE ENGINEER. 21. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF Ci- PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL o� a 12. OPENINGS RESULTING FROM 7NE CUTTING OR PARTIAL REMOVAL OF SHOULD BE PROVIDED TO PREVENT PONDING WA TER AND DAMAGE TO MAINTENANCE RESPONSIBILITY. Li EXISTING CULVERTS, PIPES, OR SIMILAR "S j77?UCTURES TO BE ABANDONED ADJACENT PROPERTIES. _ SHALL BE SEALED WITH 6 OF CLASS B CONCRETE. PIPES HAVING A INSIDE DIAMETER OVER 36 INCHES, INCLUDING APPURTENANT STRUCTURES, ARE z 3 13. PIPE CONNECTED TO THE MAINLINE PIPE SHALL CONFORM TO JUNCTION 22. APPROVAL OF THESE PLANS BY THE RIVERSIDE COUNTY FLOOD CONTROL CONSERVATION DISTRICT (CATCH BASINS AND CONNECTOR PIPES SHALL BE MAINTAINED BY TO BE INSPECTED AND MAINTAINED BY RIVERSIDE COUNTY FLOOD CONTROL AND WATER m� Li c STRUCTURE NO. 4 (JS .229) UNLESS OTHERWISE NOTED. AND WATER CONSERVATION DISTRICT DOES NOT RELIEVE THE DEVELOPERS RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT UNLESS OTHERWISE NOTED ON THE PLANS ° �- ENGINEER OF RESPONSIBILITY FOR THE ENGINEERING DESIGN. IF FIELD z HEREIN). ALL OTHER STORM DRAIN PIPES AND APPURTENANT STRUCTURES ARE TO BE _75 LO 14. PIPE BEDDING SHALL CONFORM TO RCFC&WCD STD. DWG. NO. M815. CHANGES ARE REQUIRED, IT WILL BE THE RESPONSIBILITY OF THE DESIGN INSPECTED AND MAINTAINED BY THE RIVERSIDE COUNTY DEPARTMENT OF TRANSPORTATION. ENGINEER TO MAKE THE NECESSARY CORRECTIONS. LIMITS OF EACH JURISDICTIONS RESPONSIBILITY ARE SHOWN ON THESE PLANS. WATER QUALITY T % v w BASIN PIPES AND APPURTENANT STRUCTURES ARE: TO BE MAINTAINED BY THE COUNTY CFD AS 6, > oDU PTEORIGINAL DO NOTREVISM 23. THE CONTRACTOR OR DEVELOPER SHALL SECURE ALL REQUIRED SHOWN ON THE MS 4132 ROUGH GRADING PLAN. 4 ENCROACHMENT AND OR STATE AND FEDERAL REGULATORY PERMITS PRIOR o TO THE COMMENCEMENT OF ANY WORK.An3/ V4119 TR 30837-1 NITS 4132 I.P. 070012 & 120044 z F - ZD BENCH MARK: 1929 DATUM � J ©QROFESSJp 9 Dant Dig You Call U.S.A. Toll Free RIVERSIDE COU FLOOD CONTROL PROJECT N0. U ¢ e� CAs��F 1-800-227-2600 3� BRASS DISK SET FLUSH ON TDP OF CDNC, WARM SPRINGS VALLEY-o-oD197 Engineering & Consulting, Inc. 7-0-001198 _ for the location POST AT INTERSECTION OF WASHINGTON AVE. WATER C DISTRICT WASF•111�iGTON STREET STORM DRAIN w w �, o m '" "w- of buried AND KELLER RD„ 29' WEST OF CENTERLINE OF RECOMMENDED FOR APPROVAL BY! DRAWING NO. 3 NO, 5`3835 � 36263 CALLS DE LOBO, Mi RRIETA CA 93562 A utility ones. WASHINGTON AVE., 25' NORTH OF KELLER RD., A fl ExP, 12t31r2019 Px.95i,364.9552 FAX 951.344. 568 vitaltse"vi_ s. i©' NORTH Of A FENCE CORNER i' EAST OF 4 , } WARM SPRINGS VALLEY 7-0544 * nor+ U PREPARED, , J❑S PH L. CASTANEDA R.O.E. NO. 59835 -- - - FENCE, BRASS DISK SET IN TOP OF 8" CDNC. PLANNING ENGINEER CHIEF E NEER YATES ROAD STORM DRAIN w C� < `slgp CNILP - SHEET NO, s i ¢ �oF CA��F /! / POST UP 14 ABOVE GROUND MARKED X 311 APPRQGINEER APPa. DATA -L�� / Y i �I 0 20 DATE! J!y TWO WORKING DAYS BEFORE YOU DIG 1935 ELEV. 1431.13 DATE:_ Za ( DATE. EPvtsl❑r�S Cau�rY TIRE SHEET 5 -0-1 Z L KEY MAP 100 0 100 200 IMMENNEW scale 1"= 100' feet Don't Dig ... Until You Cali U.S,A. Toil Free BENCH MARK: 1929 DATUM •i-8Ub—X27-2s0o 3X" BRASS DISK SET FLUSH ON TOP OF CONC, Englneeruig & Consulting, Inc. for thg location POST AT INTERSECTION OF WASHINGTON AVE, of burled AND KELLER RD„ 29' WEST OF CENTERLINE OF utility lines. t e 36263 CALLS BE LOBO M[1RRIETA CA 92562 Y , 2 � WASHINGTON AVE,, 25 NORTH OF KELLER RD" PA. 951.304.9552 'FAX 951.304.1568 Don't disrupt vital services. 10' NORTH OF A FENCE CORNER, 1' EAST OF EP BY, JOSEPH L, CASTANEDA R,C.E, NO. 59835 �_ — �rt - -� � FENCE, BRASS DISK SET IN TOP OF 8' CONC, // POST UP 14' ABOVE GROUND MARKED X 311 APPR. DATE DATE Rh??A TWO WORKING DAYS BEFORE YOU DIG 1935 ELEV, 1431.13 ENGINEER REVISIDNS LLJ y Z 1� V Jn� x (I.. 1L IT74 3/fA 9 RIVERSIDE COU LOOD CONTROL WATER C DISTRICT REC DED FC9 APPROVALOVEDBY. APPR, DATE DATE: �7�t A DATE: 9�Z OZ 19 COUNTY 1, i TR 30837-1 MS 4132 I.P. 070012 & 120044 PROJECT NO. WARM SPRINGS VALLEY 7.0-00197 WASHINGTON STREET STORM DRAIN 7-0-0019$ DRAWING NO. WARM SPRINGS VALLEY 7-0544 YATES ROAD STORM DRAIN SHEET NO. KEY MAP q 4�p .�p 1 F 2 OF 20 �P ) A W �i Z d 0 PQ A N_ z PQ �wY "rR z ' n Vi--/ 0 �= e X -k°... ^^d, l_ ❑ U 1—SWw PQ a W d W z U) Fi w LAJ 0 GL 17-1 > i' ❑ Z :D U {�j QgOFESS/p C4 W} W U_ NO. 59935 A ❑ EXP. 12/31/2019 U rYW PY U Q Ce CL 5 -0-1 Z L KEY MAP 100 0 100 200 IMMENNEW scale 1"= 100' feet Don't Dig ... Until You Cali U.S,A. Toil Free BENCH MARK: 1929 DATUM •i-8Ub—X27-2s0o 3X" BRASS DISK SET FLUSH ON TOP OF CONC, Englneeruig & Consulting, Inc. for thg location POST AT INTERSECTION OF WASHINGTON AVE, of burled AND KELLER RD„ 29' WEST OF CENTERLINE OF utility lines. t e 36263 CALLS BE LOBO M[1RRIETA CA 92562 Y , 2 � WASHINGTON AVE,, 25 NORTH OF KELLER RD" PA. 951.304.9552 'FAX 951.304.1568 Don't disrupt vital services. 10' NORTH OF A FENCE CORNER, 1' EAST OF EP BY, JOSEPH L, CASTANEDA R,C.E, NO. 59835 �_ — �rt - -� � FENCE, BRASS DISK SET IN TOP OF 8' CONC, // POST UP 14' ABOVE GROUND MARKED X 311 APPR. DATE DATE Rh??A TWO WORKING DAYS BEFORE YOU DIG 1935 ELEV, 1431.13 ENGINEER REVISIDNS LLJ y Z 1� V Jn� x (I.. 1L IT74 3/fA 9 RIVERSIDE COU LOOD CONTROL WATER C DISTRICT REC DED FC9 APPROVALOVEDBY. APPR, DATE DATE: �7�t A DATE: 9�Z OZ 19 COUNTY 1, i TR 30837-1 MS 4132 I.P. 070012 & 120044 PROJECT NO. WARM SPRINGS VALLEY 7.0-00197 WASHINGTON STREET STORM DRAIN 7-0-0019$ DRAWING NO. WARM SPRINGS VALLEY 7-0544 YATES ROAD STORM DRAIN SHEET NO. KEY MAP q 4�p .�p 1 F 2 OF 20 V N W W W W tI; A W Y' - Z 11 W Z H 1 d d A en (/) A £L < Li d A A Z Z a � F -- Z `E a � � U Lel Li �1 A fY d U J CL CL W d Ld L3 3 Li U 0 ? �' o o U F- 00 z 0 0 U d U CONFLUENCE NCI. 59835 EXP. 12/31/2019 KEY MAP mAmC >1n ineerin & Consulting, Inc.1-800-227-2600 $ raj 36263 CALLS DE L080 A�Ujj TA CA 92562 PH. 951.304.9552 FAX 951.304. 568 A � W PREPARED BYi JOSEPH L, CASTANEDA R.C.E. NO, ..59835 DATE311-0111' U A APPR, DATE C3 } � cl� U CL' ¢ a NCI. 59835 EXP. 12/31/2019 KEY MAP X S/i4fr9 mAmC >1n ineerin & Consulting, Inc.1-800-227-2600 $ raj 36263 CALLS DE L080 A�Ujj TA CA 92562 PH. 951.304.9552 FAX 951.304. 568 Don't Dig ... Until You Call U.S.A. Toll Free for the location of buried utility Eines. Dont disrupt vital services. �-�--�'� .._.�._� —_ `...�." BENCH MARK: 1929 DATUM 3�' BRASS DISK SET FLUSH ON TOP OF CONC. POST AT INTERSECTION OF WASHINGTON AVE. AND KELLER RD,, 29' WEST OF CENTERLINE OF WASHINGTON AVE„ 25' NORTH OF KELLER RD„ 10NORTH OF A FENCE CORNER, V EAST OF FENCE, BRASS DISK SET IN TOP OF 8' CONC. POST UP 14' ABOVE GROUND MARKED X 311 1935 ELEV. 1431.13 RECOMMENDED Fq0 APPR VAL 8 OVED BY: DATE: 03 N t r t DATE. ar """ PREPARED BYi JOSEPH L, CASTANEDA R.C.E. NO, ..59835 DATE311-0111' COUNTY TWO WORKING DAYS BEFORE YOU DIG APPR, DATE ENGINEER REVISICINS X S/i4fr9 RIVERSIDE COU OOD CONTROL WATER CON DISTRICT RECOMMENDED Fq0 APPR VAL 8 OVED BY: DATE: 03 N t r t DATE. ar """ APPR. DATE COUNTY TR 30837-1 MS 4132 I.P. 070012 & 120044 PROJECT NO. WARM SPRINGS VALLEY 7-0-00197 WASHINGTON STREET STORM DRAIN 7-0-00198 DRAWING NO. WARM SPRINGS VALLEY 7-0544 YATES ROAD STORM DRAIN SHEET NO. KEY MAP 444 - PP 3 OF 20 :ri 12+00 13+00 14+00 15+00 INFORMATIONAL NOTE ALL X` -SECTIONS TAKEN LOOKING DOWN STREAM S'LY R/W 60' N'LY R/W 30' (L 30' 14' 16' 16' 14' WATER+ WATER (ABANDONED)3.8' (RELOCATED) 11.5' 60" STORM DRAIN SECTION AT STATIQN 13+50.00 TYPICAL FROM STA 12+71.17 EC TO STA 13+71.18 BC Zo�G' t' 20 40 scale '1"- 20' feet CURVE DELTA RADIUS LENGTH TANGENT PI COORDINATE 43'4738" 67.50 51.5,91 27.13 N28662.69; E59781.31 ® 88`30'25" 67.50 105.45 1 66.92 N2866,3.19, -E59975,07 I I V I JJL.JV LV� I J ' Y _ _._v V . _ ._ 139180 80 Tw _ __ _ 55 55 a 1387.93 FS INSIDE 17' 1392.00 TW _l\ 1392.80 TW P 6 A RAMP FS OUTSIDE r - Ute?` 1391.92 FS 1391.87 ff n STA 15+04.007 SEE SHEET 5 MATCH LINE {_ ", rte. 1NSI(JE/OUTSIDE---- INSIDE/OUTSIDE s_..PCC C►VER4 AB = i,., v}� + i3.T rE,./. sa EXIST 36 RCP 14 �y�'+ EX 36 r., PER RCFC DWG4 4e 6 tiRCP _ 4 R/W C NO. 7-401 _ o A 1 0 TW - 392 .._�� LATA 11 � 4 L �-, iti 13 1388.0 FS WIDE 1394.2OUTSIDE :T� W-= SEE SHEET 17 j i--1 w _.. ..._.._. _._ M ,r 1391.82 F5 INSIDE L9 l 1,_, _ _ _ _ - FOR PROFILE. -` . �.-•1 'd' ,. ter. _. 1 1389.70 FS OUTSIDE, w �- z � � � f n. WTR RELOCATED � � -- �. � � ' .,w- aim .nr .. l?Cy ✓ r`c{7 G' v µ - rrrr�• r a A ` PER REVISED z 12+18.59 LINE "A" C/L INT. .,, + D-29126 + ' �""" 1391.9 TW RETAINING WALL PER Q _-__ __ _._. 13, `= - '_ _ 1_ _ _ .. 40 . _._._ _ o _1 riy l 1391.72 FS INSIDE -=10+00.00 LAT A- 11 C/L ;- - _ -__ _._ I CALTRANS STD�B3 3� - IN E A _ _ i_ . �[N_.A._ - 1 8 y �- 1389.82 FS OUTSIDE' " ' - `nVE cy-� ;' SHRIMP LANEa CE N89*51�._ . _ i i 34 PER RCFCWCD STD NLE o M826 REMOVE PORTION OF_.___ �__ _ w�_ _ A -._WATER i .. , }- EXIST ROCK RAMP 12+19.57 BC RiW ` z- -- _. - - -- �; - BGI.N _.PIPE _._._ _ © PROTECT EXIST,- _ _ 18 3 39 N4 03 24 E i w 19 �^ z ROCK ACCESS RAMP x , 21 4'. U RVA ION `- ({ E-+. v� T w CONSTRUCTION NOTES _ COHSE ,, , 1 s ------------�-�-`` E j � f 4 CONSTRUCT 3 RCP ESMT ....�.. +.-_ N88`4'I'09 BENNTON CREEK CHANNEL - (U, CONSTRUCT 60 RCP (of PER PROFILE) H ... ..,,� ' 11 CONSTRUCT MH NO. 4 PER RCFCWCD STD NO, MH254 r, - .., ._ _. , <..w, STA -11 +25.96......,_ . z r4 W �°�*A=45.0',c - a, = C1� Q _ ....-_ � � I B 36 , C=7.50', D1 6C) , D2=60", EL R 1388.95, ELS 1388.80 Li __.__ _ ...___.... _ ..._ ..._.. N ..28578.86 1� Li z __ -" r,,3 i `� 18 CONSTRUCT TYPE A OUTLET STRUCTURE PER CALTRANS _ - _ M._ _. E 59694 34 {-� t 26.3' 'f W CONCRETE SIL ..- --EXISTING `\ j -I� S CHANNEL "SIDE ELM �v L �qo � z y� C EXIST r RIPRAP IE-, STD. D90 AND PER DETAIL THIS SHEET.CONCRETE r ! 19 CONSTRUCT CONCRETE ACCESS RAMP PER DETAIL THIS SILL \ .. _ _ ._. W. _...__ _ ..__ . . w � _�: __ __ . �:_.. __._ ____ � .. _ -�_ __ m. _ _ . � . - �: ,: � . " .SHEET. w - ;% ; 1 I r - - Y -- -- - . CONSTRUCT TYPE B RIP RAP PER DETAIL AND PER LD ¢ _ EXISTING MAINTENANCE CALTRANS SPECIFICATIONS. ,.-w. A ACCESS DRIVEWAY 34 CONSTRUCT PROTECTIVE CABLE FENCE ON HEADWALL 0 1 I PER RCFCWCD STD. NO. M826. j z39 CONSTRUCT HINGED OUTLET PROTECTION BARRIER PER SPPWC STD 360-2 PLAN 40 a �� $o U scale 1"= 40' feet 40 CONSTRUCT CONCRETE COLLAR PER RCFCWCD STD. NO. M803. 0 Z ~ BENCH MARK: 1929 DATUM RIVERSIDE COUNTY FLOOD CONTROL Q �QR©FESS/QN9l Don't Dig...Until You Coil U.S.A. Toll Free U 4`��`c�`� l' A�jq Fy Engineering & Consulting, Inc. 1-800-227-2600 34' BRASS DISK SET FLUSH ON TOP OF CONC, WATER C N DISTRICT N '� c for the location POST AT INTERSECTION OF WASHINGTON AVE, W P of burled AND KELLER RD,, 29' WEST OF CENTERLINE OF RECOMMENDED FOR APPROI ROVED 8Y: U r NO. 59835 36263C LLE DE LOBO NWRMTA CA 92562 utility lines. WASHINGTON AVE„ 25' NORTH OF KELLER RD., - y �-+ Don't disrupt � p� EXP, 12/31/n19 PH. 951.304.9552 FAX 951.3114.3568 vital services. 10' NORTH OF A FENCE CORNER, 1' EAST OF PREFAB D BYI JOSEPH L, CASTANEDA R.C.E. NO. 59835 FENCE, BRASS DISK SET IN TOP OF 8' CONC, w "p �T9r CN1 p4�a - POST Ufa 14' ABOVE GROUND MARKED X 311 aPPR, DATE w <i {L EOF CAUL DATE 3/`/>�l" TWO WORKING DAYS BEFORE YOU DIG 1935 ELEV, 1431,13 ENGINEER REVISIONS APPR. 1 DATE DATE: �x 'l - DATE- 112-0/1 COUNTY fjf IS STD D90 ,R PIPE MAINT. ROAD TSIDE RVATION 5_=0.0041 q=-0.006 $ 4.3 -FT THICK 1 JS i% O I 138 TON RIPRAP » 'f'----,� 3.3 -FT THICK $ re,) 1/4 TON RIPRAP � E 1377.01. 5 1.25 -FT THICK RSP -FABRIC. TYPE Bim`-- BACKING NO. 2 BOTTOM OF 2' THK FOOTING PER EUY-An2N CALTRANS STD D90 TLET STRUCTURE & ACCESS DETAIL SCALE: 1 "-=10' TR 30837-1 MS 4132 I.P. 070012&120044 PROJECT NO. WARM SPRINGS VALLEY 7-0-001197 WASHINGTON STREET STORM DRAIN STAGE 1 DRAWING NO. 7-0544 LINE "A" SHEET NO. STA 10+00 TO STA 15+00 � �� `PP 4 OF 2.0 E'LY R/W INFOR IA11ONAL NOTE ALL X -SECTIONS TAKEN! LOOKING DOWN STREAM STORM DRAIN AUGNMENT MATHIN WASHINGTON STREET MODIFIED FROM COUNTY STANDARD #817 IN ORDER TO AVOID CONFLICT WITH RAISED MEDIAN 110' W'LY R/W Li z 0, 0 W A Z 4 A t/1 A w PCI A a z Z z } 0 F -- H a` Z F` V `L/ (Iti Fday — U� .s H W LO PQ U H J CL CL W Q L,J iZto -i H z W Ld F— i U 0 Q � f 0 W I. z 0 0 U F 0 z Z N 0 Q PROFILE W (10 3537 W 10 35 37 �- aCy- . LL-- <_ } _ - 0 ^ t%� O '^1 .,,,,,.. o r, , R W u,e_ _ _ - O Ui _, •e'er . ..� - s :, y. ...,:::. -.. -: _..._ «.,,.. . -. ... .« .N...,_'. _. ..__. - �",,.._.- ... . ------------ ra _ ..i....\.. .n✓......^,t ,..l !�.:^.✓..,.. :a.✓-...hrr .!.../,.. .vY.,r._.n... '_..n�+.,_'...h. .:t.uha',.+ ,...:/•...h.,rl..i.' t r4 Jv.at_,+' .\a;-..,. .t �. r '..✓�'..},. ...^x.N'... e.... .. _ 16«" 17 19 18 � - UNE A _20 N00`20'37"W .--22.� s.Lij . f EP 7 SEWER �EX ------ 0 _ . .- _. _ ... ... ... r y ., ✓...t/"f l/�.r^v^"-.. tr.. d ,np..,r...�.ap.,�_..✓... w ., \..:�. \ /« r. ,n .....r.....+rm `r'L .. �/-.. r \ ...,, M' Y-. Y �' . J r J 'v v' n.'^V r✓JC-�°at''W s'=il.�' a:.:ad�F,7.#%.X. W$�V°"a'°4++.v' v-�t'tiY++'y�yi "'Y-" r Y•'!''.rtV r'.yh. v..y.. i-� e- . .. + • • n r.ir:.w ,.. ,.v\.r ....,T.. a'-4 n . ,.. .. .. ., a. ..:, ry V ! CD 0r� � �� - fillsls i� i i .IIID. i � � '�� i �► �Y t + WASHINGTON STREET C PLAN QESSln G. CA �� T�y Fy y NO. 59835 EXP, 12/31/2019 CNLPOST 9t SOF CAi�Ed "� F Engineering & Consulting, Inc. 36263 CALLE llE LOIS(} 1VliiRR1 TA GA 92562 PH. 951.344.9552 'F+AX 951.344.568 Don't Dig ... Until You Call U.S.A. Toil Free 1-800-22 7--2600 for the locatlon of buried utility lines. Dont disrupt ,Atal services. r tsLINIU t MAKK: 1 VZV UA I UM 3%' BRASS DISK SET FLUSH ON TOP OF CONC. POST AT INTERSECTION OF WASHINGTON AVE, AND KELLER RD, 29' WEST OF CENTERLINE OF WASHINGTON AVE,, 25' NORTH OF KELLER RD., 10' NORTH OF A FENCE CORNER, 1' EAST OF FENCE, BRASS DISK SET IN TOP OF 8' CONC, UP 14' ABOVE GROUND MARKED X 311 1935 ELEV, 1431.13 PREPARE BY, JOSEPH L. CASTANEDA R.C.E. NO, 59835-- DATE TWO WORKING DAYS BEFORE YOU DIG APPR.�T„BATE mimil a ! PROFILE W (10 3537 W 10 35 37 �- aCy- . LL-- <_ } _ - 0 ^ t%� O '^1 .,,,,,.. o r, , R W u,e_ _ _ - O Ui _, •e'er . ..� - s :, y. ...,:::. -.. -: _..._ «.,,.. . -. ... .« .N...,_'. _. ..__. - �",,.._.- ... . ------------ ra _ ..i....\.. .n✓......^,t ,..l !�.:^.✓..,.. :a.✓-...hrr .!.../,.. .vY.,r._.n... '_..n�+.,_'...h. .:t.uha',.+ ,...:/•...h.,rl..i.' t r4 Jv.at_,+' .\a;-..,. .t �. r '..✓�'..},. ...^x.N'... e.... .. _ 16«" 17 19 18 � - UNE A _20 N00`20'37"W .--22.� s.Lij . f EP 7 SEWER �EX ------ 0 _ . .- _. _ ... ... ... r y ., ✓...t/"f l/�.r^v^"-.. tr.. d ,np..,r...�.ap.,�_..✓... w ., \..:�. \ /« r. ,n .....r.....+rm `r'L .. �/-.. r \ ...,, M' Y-. Y �' . J r J 'v v' n.'^V r✓JC-�°at''W s'=il.�' a:.:ad�F,7.#%.X. W$�V°"a'°4++.v' v-�t'tiY++'y�yi "'Y-" r Y•'!''.rtV r'.yh. v..y.. i-� e- . .. + • • n r.ir:.w ,.. ,.v\.r ....,T.. a'-4 n . ,.. .. .. ., a. ..:, ry V ! CD 0r� � �� - fillsls i� i i .IIID. i � � '�� i �► �Y t + WASHINGTON STREET C PLAN QESSln G. CA �� T�y Fy y NO. 59835 EXP, 12/31/2019 CNLPOST 9t SOF CAi�Ed "� F Engineering & Consulting, Inc. 36263 CALLE llE LOIS(} 1VliiRR1 TA GA 92562 PH. 951.344.9552 'F+AX 951.344.568 Don't Dig ... Until You Call U.S.A. Toil Free 1-800-22 7--2600 for the locatlon of buried utility lines. Dont disrupt ,Atal services. r tsLINIU t MAKK: 1 VZV UA I UM 3%' BRASS DISK SET FLUSH ON TOP OF CONC. POST AT INTERSECTION OF WASHINGTON AVE, AND KELLER RD, 29' WEST OF CENTERLINE OF WASHINGTON AVE,, 25' NORTH OF KELLER RD., 10' NORTH OF A FENCE CORNER, 1' EAST OF FENCE, BRASS DISK SET IN TOP OF 8' CONC, UP 14' ABOVE GROUND MARKED X 311 1935 ELEV, 1431.13 PREPARE BY, JOSEPH L. CASTANEDA R.C.E. NO, 59835-- DATE TWO WORKING DAYS BEFORE YOU DIG APPR.�T„BATE /4�M RIVERSIDE COU FLOOD CONTROL WATER C 6N DISTRICT RECOMMENDED FOR APPROVAL OVER BY: A:P:P:Rl DATE DATE 015 �1 DATE: _�1 COUNTY 60" STORM DRAIN SEC11ON AT STA110N 20+50.00 TYPICAL FROM STA 15+00.00 TO STA 23+00.00 20 0 20 40 scale 1"= 20' feet QONTRuCo TI N N o T s 1 (DCONSTRUCT' 54” RCF r PR Dr PER PROFILE) E @--CONSTRUCT 60" RCP' 'D' PER PROFILE 10 ONSTRUCT MH NO. 2 PER RCFCWCD STD NO. MH252 35 ONSTRUCI' MANHOLE SHAFT SAFETY LEDGE PER RCFCWCD I STD. NO. MH261. CONSTRUCT 6'X6' X6" CONCRETE PAD W 4 BARS AT 18" r O.C. E.W. 37 CENTERED ON MH COVER PER DETAILS ON SHEET 6. 40 0 40 8.0 kale 1"= 40' feet TR 30837-1 MS 4132 I.P. 070012 & 120044 PROJECT NO. WARM SPRINGS VALLEY 7-0-00197 WASHINGTON STREET STORM DRAIN STAGE 1 DRAWING NO. 7--0544 LINE W SHEET NO. STA 151+00 TO STA 23+00 1 o - {-P 5 OF 20 ,6Q 0 .... A.... .. ., t_. .._ ISJV .. .. ..... .. .. ... � ..� a. . :- ..__ ...� r ... i ++G --L i..n.r. I 1404 � 1 � � __.. � _i..."'_ � .,.IA _...-_.�--�---~-' 1 1404 E'r_Y R/W INFORMAMNAL DOTE ALL X -SECTIONS TAKEN LOOKING DOWN STREAM STORM DRAIN ALIGNMENT WITHIN WASHINGTON STREET MODIFIED FROM COUNTY STANDARD #W7 IN ORDER TO AVOID CONFLICT NTH RAND MEDIAN 110' W'LY R/W 1 55' 55' 1 EG I 4 —1 12" SEWER 17' 14' 54" STORM DRAIN TIO +0 NAT STATION 2f . 00 TYPICAL FROM STA 23+00.00 TO STA 31+00.00 W Z J THOMPSON ROAD w =ZCy- ��wilrr�■.n.r... w 40 0 40 80 R�. oLi N 4. U- scale 1"= 40' feet © 0 WARM SPRINGS VALLEY WASHINGTON STREET STORM DRAIN STAGE 1 LINE "A" STA 23+00 TO STA 31+00 �� Q r Li U F— a Z SECTION 0 U 1— 0(tOFESS/py V. CA�1 1< , I` W Z. w L', _ U z NO, 59835 Ln ' h~- EXP. 12/31/2019 0 U< LLJ "� 0- ¢ CNS. A 0 w Ld CLQ Li m A Z = .._ . g ¢ UJ 0 z _. z v >- w___- F- y Z 0 U o �- HUj + - LD -j p - Li Q o --; �.. U + H '^ Q Lel w = En z 3 w =ZCy- ��wilrr�■.n.r... w 40 0 40 80 R�. oLi N 4. U- scale 1"= 40' feet © 0 WARM SPRINGS VALLEY WASHINGTON STREET STORM DRAIN STAGE 1 LINE "A" STA 23+00 TO STA 31+00 �� Q r NATIVE SO,L U OR a Z SECTION 0 U 1— 0(tOFESS/py V. CA�1 1< , I` �� LLI w L', _ U z NO, 59835 A h~- EXP. 12/31/2019 0 U< LLJ "� 0- ¢ CNS. CL w9rF f cnt��'' Q CL o/ PREPARED mm Don't Dig ... Until You Con U.S.A. Ton Free BENCH MARK: 1929 DATUM ,JLCEngineer &Consulting, Inc. 1-800-227-2600 334" BRASS DISK SET FLUSH ON TOP OF CONC. for the location POST AT INTERSECTION OF WASHINGTON AVE, c of buried AND KELLER RD,, 29' WEST OF CENTERLINE OF utility lines. 36263 CALLE DE LOBO MURRIETA CA 92562 WASHINGTON AVE„ 25' NORTH OF KELLER RD., PH. 951.304.9552 VR 951.304 X568 Dont disrupt vital services. 10' NORTH OF A FENCE CORNER, 1' EAST OF JOSEPH Lr CASTANEDA R.C.E. NO, 59835 FENCE, BRASS DISK SET IN TOP OF 8' CONC, C,�13 / POST UP 14' ABOVE GROUND MARKED X 311 APPR. naTE DATE // 1 TWO WORKING DAYS BEFORE YOU DIG 1935 ELEV, 1431,13 ENGINEER REVISIONS W Ljj 20 0 20 40 scale 1"= 20' feet 2' I NATIVE SOIL OR 6" CLASS B ASPHALT CONCRETE SECTION 0 MANHOLE b1Q. 2 WITH CONCRETE PAD — DETAIL LSI SCALE: 1"=2' 0 0 0 0 CON TRUCTION MOTES CONSTRUCT 54" RCP ('D' PER PROFILE) CONSTRUCT MH NO 2 PER RCFCWCD STD NO MH252 10 - WITH CONCRETE PAD PER DETAIL HEREON. (35—CONSTRUCT MANHOLE SHAFT SAFETY LEDGE PER RCFCWCD STD. NO. MH261. 37 CONSTRUCT 6'X6'X6" CONCRETE PAD W/ #4 BARS AT 18" O.C.,E.W. CENTERED 014 MH COVER AND PER DETAILS HEREON.. S 14pq TR 30837-1 MS 4132 I.P. 070012 & 120044 RIVERSIDE COU FLOOD CONTROL WATER c DISTRICT RECOMMENDED FOR APPROVAL. ROVED 8Y: DATE: 013 At /, +1 DATE: ,� � 4 WARM SPRINGS VALLEY WASHINGTON STREET STORM DRAIN STAGE 1 LINE "A" STA 23+00 TO STA 31+00 �� Q r NATIVE SO,L OR ASPHALT SECTION 0 6 #4 EW EQUALLY 1— SPACED I` W Ljj 20 0 20 40 scale 1"= 20' feet 2' I NATIVE SOIL OR 6" CLASS B ASPHALT CONCRETE SECTION 0 MANHOLE b1Q. 2 WITH CONCRETE PAD — DETAIL LSI SCALE: 1"=2' 0 0 0 0 CON TRUCTION MOTES CONSTRUCT 54" RCP ('D' PER PROFILE) CONSTRUCT MH NO 2 PER RCFCWCD STD NO MH252 10 - WITH CONCRETE PAD PER DETAIL HEREON. (35—CONSTRUCT MANHOLE SHAFT SAFETY LEDGE PER RCFCWCD STD. NO. MH261. 37 CONSTRUCT 6'X6'X6" CONCRETE PAD W/ #4 BARS AT 18" O.C.,E.W. CENTERED 014 MH COVER AND PER DETAILS HEREON.. S 14pq TR 30837-1 MS 4132 I.P. 070012 & 120044 RIVERSIDE COU FLOOD CONTROL WATER c DISTRICT RECOMMENDED FOR APPROVAL. ROVED 8Y: DATE: 013 At /, +1 DATE: ,� � 4 WARM SPRINGS VALLEY WASHINGTON STREET STORM DRAIN STAGE 1 LINE "A" STA 23+00 TO STA 31+00 �� Q r PR . ° z 0 0o 97 DRAWING NO. 7-0544 SHEET NO. 1V 6 OF 20 APPRr BATE COUNTY E'LY R/W A LLJ l -7 H A w A M � A fY � LA cA A G z F- z z F, z Nd v C l— H LJ LD J PQ IL W Q W = z F LD 3 LLI w 0 ry w 3 Ld Lz a C3 z 0 va C3 EL W A W o+ q- w <[ 0 L,! a_ A L) Lel w W Z 10 J Q J O EX R/W _ -gym o✓ a.� _ — - o r +� f-- I 32 33_ LINE._. 'A 34 ;,; 353 36 -7 -'-- - W — __ ---7------- — — — — --- ------._.._.---_ F` _ _ _._aN0015'45"W ---- — — — — — — — — �_-----_..__._ - Z7 X FP r W _ — ---- — _ _. PROP EP ... - ... ......�.. ........... ...... -. -. - ws ;.Z, ..' .� ..r4 :.v:.:. "`. a y^ "I `..,. v, •Y• -"C V^"Y`'w"v'w,..,..\...�.b 'PROP` ... }. i ,. _ EX R/W 4. 1. > •, j ( �.,� } ,...�., i �. '. ✓ ,a...' '....s ... .^ EX i PROPERTY IN "" l.,.ymR!'n l a � v Y ✓ .. Y +`r \ V ✓^a ✓ O WASHINGTON STREET Q 44 PLAN L1J Z 0 LLJ L1_I r m LLJ ``W C 1 4(t4FESStp Don't Dig ... Until You Call U.S.A. Toil Epee BENCH MARK: 1929 DATUM RIVERSIDE COUNT FLOOD CONTROL O ,z X11/ '"� CgST F �� En lneenrl & Consulting, Inc.�-2DD-2z7-2sOo 3XBRASS DISK SET FLUSH ON TOP OF CONC. g g' for the location POST AT INTERSECTION OF WASHINGTON AVE, WATER C - DISTRICT 9 mires of buried AND KELLER RD., 29' WEST OF CENTERLINE OF RECOMMENDED FOR APPROVAL OVER BY: ,T utility lines. N0. 59$35 36263 CALLE DE L0130 MiJRRI)CTA CA 92562 WASHINGTON AVE,, 25 NORTH OF KELLER RD., ' EXP. 12/31/2019 * PH. 951.3114.9552 'FAX 951.3043568 Dont disrupt vital services. 10' NORTH OF A FENCE CORNER, 1' EAST OF PREPARED BYi JOSEPH L. CASTANEDA R,C.E, NO. 59835 FENCE, BRASS DISK SET IN TOP OF 8' CONC, CNIL POST UP 14' ABOVE GROUND MARKED X 311 APPR. DATE APPR, SATE DATE 02 /M�/t DATE- D 9TfOfi CAIN ATE 3//3/!1 TWO WORKING DAYS BEFORE YOU DIG 1935 ELEV, 1431,12 ENGINEER REVISIONS COUNTY IN. FOR_MA_TIQNAL MOTE ALL X --SECTIONS TAKEN LOOKING DOWN STREAM STORM DRAIN ALIGNMENT WITHIN WASHINGTON STREET MODIFIED FROM COUNTY STANDARD #817 IN ORDER TO AVOID CONFLICT HATH RAISED MEDIAN W'LY R/W 12" SEWER 54" STORM DRAIN SECTION AT STATION 35+00.00 TYPICAL FROM STA 31+00.00 TO STA 39+00.00 20 0 20 40 scale 1 "_ 20' feet CONSTRUCTION NOTES CONSTRUCT 54" RCP ('D' PER PROFILE) 10 - CONSTRUCT MH NO, 2 PER RCFCWCD STD NO. MH252 37 CONSTRUCT 6'X6'X6" CONCRETE PAD W/ #4 BARS AT 18" O.C.,E.W. CENTERED ON MH COWER AND PER DETAIL ON SHEET 6. 400 80 esi0 4 scale 1 "= 40' feet TR 30337-1 MS 4132 I.P. 070012 & 120044 PROJECT NO. WARM SPRINGS VALLEY 7-0-00197 WASHINGTON STREET STORM DRAIN STAGE 1 DRAWING NO. 7-0544 LINE "A" p SHEET NO. STA 31 +00 TO STA 39+00 {� �'' 7 OF 20 A w z, w z A PQ A z z 0 z �.'.�'—CONSTRUCT 18" RCP (CLASS IV) CCONSTRUCT o 0-4 �n z 10 CONSTRUCT MH NO. 2 PER RCFCWCD STD NO. MH252 v MH NO. 4 PER RCFCWCD STD NO. MH254 A=45.0`, 8=42", C=7.50', D1=54", D2=54", EL R=1416.43, EL S=1416.41 16 CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING o LATERAL 34.45' N31261.13; E60023.30 � M J w Pa U w W T F1 L3 F-�1 3 w z H G O > �. z o a z D Q A � W w U A U ' d Q W <t a_ PROFILE i` (J7 W U) 0 6 CY) V/ i, L R E'LY R/W EG INFORMATI NAL NOTE ALL X --SECTIONS TAKEN LOOKING DOiMN STREAM STORM DRAIN ALIGNMENT VATHIN WASHINGTON STREET MODIFIED FROM COUNTY STANDARD #817 IN ORDER TO AVOID CONFLICT 1M7H RAISED MEDIAN 110' fil r 27' 20' PROP EXIST PAVEMENT PAVEMENT 12" SE 0 EG 54" STORM DRAIN W'LY R/W SECTION AT STATION 39+00.00 TYPICAL FROM STA 39+00.00 EC TO STA 39+21.73 BC E'LY R/W 120' W'LY R/W 54"STORM DRAIN f""� 8" SEWER 4' MIN. COVER 8" WATER SECTION A1" STATION 46+_ Ot .00 TYPICAL FROM STA, 40+59.99 TO STA 47+00.00 20 0 20 40 scale 1"= 20' feet CONSTRUCTION NOTA �.'.�'—CONSTRUCT 18" RCP (CLASS IV) CCONSTRUCT 54" RCP ('D' PER PROFILE) 199 CONSTRUCT CATCH BASIN PER RCTD STD 300 10 CONSTRUCT MH NO. 2 PER RCFCWCD STD NO. MH252 11 CONSTRUCT MH NO. 4 PER RCFCWCD STD NO. MH254 A=45.0`, 8=42", C=7.50', D1=54", D2=54", EL R=1416.43, EL S=1416.41 16 CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER RCTD STD 311 17 CONSTRUCT JS NO. 4 PER RCFC WCD STD JS229 AND 6" SCH 40 PVC LATERAL 34.45' SD CL C:URVE DATA CURVE DELTA RADIUS LENGTH TANGENT PI COORDINATE 41°53'19" 90..00 65.80 34.45' N31209.63; E59977.53 Two WORDING DAYS BEFORE YOU DIG 41 °53'19" 90..00 65.80 34.45' N31261.13; E60023.30 SD LINE B SEE SHEET 13 PLAN Q OF SS,Don't d��• Cgsrfl� e y y r.,utility NO, 55835 ;:036263 EXP, 12/31/2619 CIVIL 9r FOF CAS . Englneenng & Consulting, Inc. CALLE DE L08,0 MURRIETA, CA 92562 PA. 951.304.9552 VA951.304, 568 Dig ... Until You Call U.S.A. Toll Free i-800-227--2600 for the location r of buried lines. Don't disrupt vital services. � -r BENCH MARK: 1929 DATUM 3Y' BRASS DISK SET FLUSH ON TOP OF CONC, POST AT INTERSECTION OF WASHINGTON AVE AND KELLER RD., 29' WEST OF CENTERLINE OF WASHINGTON AVE., 25' NORTH OF KELLER RD., 10 NORTH OF A FENCE CORNER,1' EAST OF FENCE, BRASS DISK SET IN TOP OF 8' CONC. POST POST UP 14s ABOVE GROUND MARKED X 311 1935 ELEV. 1431.13 BYe JOSEPH L. CASTANEDA R.C.E. NO, 59835 DATE f3%/ Two WORDING DAYS BEFORE YOU DIG APPR. DATE ENGINEER REVISIONS 40 0 40 SO scale %///�{{ /p{ 1"= 40' feet -04 L / RIVERSIDE COU LOOD CONTROL WATER C N DISTRICT RECOMMENDED FOR APPROVAL ROVED BY: APPR, DATE DATE: o?� t DATE: �1 r 9 COUNTY TR 30837-1 MS 4132 I.P. 070012&120044 , PROJECT N0. WARM %SPRINGS VALLEY 7-.0-00197 WASHINGTON STREET STORM DRAIN STAGE 1 DRAWING NO. 7-0544 LINE "A" SHEET N0. STA 39+00 TO STA 47+00 gut* -PP 8 OF 20 1 co co C) W Q f0 .>� Ld w Un 0 C/) INT SD LINE A 48+47.73 �. INT SD LINE C 10+63.39- 'VI 0+63.39 'V* 7) EX R r� TR 30837-1 10 204 20' SD ESMT TO RCTD DELTA RADIUS LENGTH -.4- p 10 w 0- � SD MH SHAFT' '�48+50.98 ' ` moi: T_ - � z U L 3`08'04" 2429.00 132.89 66.46' 0 N I` 51+48.26 PCC -+ `_ Li _ < <t z EX R/W 51+24.32 PRC �a ! ' z — ✓,_ ._ _ WATER - > - a, A OWN 0 � + _ _ - - A < ... ._ ....__. LY to-- LAJ f� LO II 4— ^ �— z 11 Q oo . - A z ' y m - IMITS OF GRADING yrs ~ "` ZD Q z con Z 0 >_ F F V z Z �[ lY U rN-i M W LDLd J U_ J (Y W `t Li H = FLO--i z W Li V Q � � o LLI LA_ z O o z F_ / E U �F10"p �9 LJ © LJ U, } � NO. 59835 EXP, 12/31/2619 A U 0L t� CL CL Q L) Q til. CNILj P �T£ OF CtAt�� W Q f0 .>� Ld w Un 0 C/) INT SD LINE A 48+47.73 �. INT SD LINE C 10+63.39- 'VI 0+63.39 'V* 7) EX R r� TR 30837-1 10 204 20' SD ESMT TO RCTD SD LINE C SEE SHEET 14 - - �� war • + FtSD SEE SHEET 17i �' • . . FOR PROFILE to;32 ,�:�-� 1 i D �iiS��\ • RCTO 6'LSD is r PLAN Don't Dig -Until You Call U.S.A. Toil Free BENCH MARK: 1929 DATUM Engineering & Consulting, Inc. 1-800-227-2600 3,4' BRASS DISK SET FLUSH ON TOP OF CONC. for the location POST AT INTERSECTION OF WASHINGTON AVE, of buried AND KELLER RD„ 29' WEST OF CENTERLINE OF lines. 36263 CALLS DE LfJBO MURRIETA CA 92562 1b utility WASHINGTON AVE., 25' NORTH OF KELLER RD., FH. 931.384.9552 'FA% 951.384.568 Don't disrupt vital services. 10 NORTH OF A FENCE CORNER, Y EAST OF PREPARED BY1 JOSEPH L, CASTANEDA R.C.E. NO, 59835 FENCE, BRASS DISK SET IN TOP OF 8' CONC, 1 POST UP 14' ABOVE GROUND MARKED X 311 APPR, DATE DATE %/ 3'/�! TNIb WORKING DAYS E3 i 0RE YOU DIG 1935 ELEV. 1431.13 REVISIONS MR ,NFORMATIONAL NOTE ALL X— SECTIONS TAKEN LOOKING DOWN STREAM STORM DRAIN ALIGNMENT WITHIN WASHINGTON STREET MODIFIED FROM COUNTY STANDARD #817 IN ORDER TO AVOID CONFLICT WITH RAISED MEDIAN E'LY R/W 65' i n1 51' 54"STORM DRAIN--- 29' 8" SEWER 120' VARIES W'LY R/W 55' EG 4' MIN. COVER 1218" WATER 14' SECTION AT STATION 48+00.00 TYPICAL FROM STA 47+00.00 TO STA 49+71.24 2� 0 20 4,0 scale 1 r'_ 20' feet CONSTRUCTION COTES 0_CONSTRUCT 18" RCP (CLASS IV) &CONSTRUCT 48" RCP ('D' PER PROFILE) ---CONSTRUCT 54" RCP {'D' PER PROFILE) 9 -CONSTRUCT CATCH BASIN PER RCTD STD 300 10 CONSTRUCT MH NO. 2 PER RCFCWCD STD NO. IMH252 11 -CONSTRUCT MH NO. 4 PER RCFCWCD STD NO. IMH254 A=45', B=36", C=7.03', D1=48", D2=54", EL R=1427.05, EL S=1426.95 14CONSTRUCT MH Nv. 1 PER RCFCWCD STD MH251 16 CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER RCTD STD 311 17 CONSTRUCT JS NO. 4 PER RCFC WCD STD JS229 AND 6" SCH. 40 PVC LATERAL CONSTRUCT JENSEN PRECAST DRAINAGE INLET MODEL. DI2436 (OR APPROVED EQUAL) SD CL CURVE DATA CURVE DELTA RADIUS LENGTH -.4- p 10 +00 76.57' � SD MH SHAFT' '�48+50.98 ' ` moi: T_ - � © + U L 3`08'04" 2429.00 132.89 66.46' N32456+75; E60027.82 l 51+48.26 PCC -+ `_ s -�- _ < <t III EX R/W 51+24.32 PRC �a ! ' z — ✓,_ ._ _ WATER - > - a, w � oa ._a c� = WAS ON ST T' � + _ _ - - ... ._ ....__. V) to-- LO II 4— ^ �— z 11 Q oo . - Q ' y m - IMITS OF GRADING yrs ~ "` AST E SD LINE C SEE SHEET 14 - - �� war • + FtSD SEE SHEET 17i �' • . . FOR PROFILE to;32 ,�:�-� 1 i D �iiS��\ • RCTO 6'LSD is r PLAN Don't Dig -Until You Call U.S.A. Toil Free BENCH MARK: 1929 DATUM Engineering & Consulting, Inc. 1-800-227-2600 3,4' BRASS DISK SET FLUSH ON TOP OF CONC. for the location POST AT INTERSECTION OF WASHINGTON AVE, of buried AND KELLER RD„ 29' WEST OF CENTERLINE OF lines. 36263 CALLS DE LfJBO MURRIETA CA 92562 1b utility WASHINGTON AVE., 25' NORTH OF KELLER RD., FH. 931.384.9552 'FA% 951.384.568 Don't disrupt vital services. 10 NORTH OF A FENCE CORNER, Y EAST OF PREPARED BY1 JOSEPH L, CASTANEDA R.C.E. NO, 59835 FENCE, BRASS DISK SET IN TOP OF 8' CONC, 1 POST UP 14' ABOVE GROUND MARKED X 311 APPR, DATE DATE %/ 3'/�! TNIb WORKING DAYS E3 i 0RE YOU DIG 1935 ELEV. 1431.13 REVISIONS MR ,NFORMATIONAL NOTE ALL X— SECTIONS TAKEN LOOKING DOWN STREAM STORM DRAIN ALIGNMENT WITHIN WASHINGTON STREET MODIFIED FROM COUNTY STANDARD #817 IN ORDER TO AVOID CONFLICT WITH RAISED MEDIAN E'LY R/W 65' i n1 51' 54"STORM DRAIN--- 29' 8" SEWER 120' VARIES W'LY R/W 55' EG 4' MIN. COVER 1218" WATER 14' SECTION AT STATION 48+00.00 TYPICAL FROM STA 47+00.00 TO STA 49+71.24 2� 0 20 4,0 scale 1 r'_ 20' feet CONSTRUCTION COTES 0_CONSTRUCT 18" RCP (CLASS IV) &CONSTRUCT 48" RCP ('D' PER PROFILE) ---CONSTRUCT 54" RCP {'D' PER PROFILE) 9 -CONSTRUCT CATCH BASIN PER RCTD STD 300 10 CONSTRUCT MH NO. 2 PER RCFCWCD STD NO. IMH252 11 -CONSTRUCT MH NO. 4 PER RCFCWCD STD NO. IMH254 A=45', B=36", C=7.03', D1=48", D2=54", EL R=1427.05, EL S=1426.95 14CONSTRUCT MH Nv. 1 PER RCFCWCD STD MH251 16 CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER RCTD STD 311 17 CONSTRUCT JS NO. 4 PER RCFC WCD STD JS229 AND 6" SCH. 40 PVC LATERAL CONSTRUCT JENSEN PRECAST DRAINAGE INLET MODEL. DI2436 (OR APPROVED EQUAL) SD CL CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT PI COORDINATE. 3'41'57" 2371.00 153.08 76.57' N32290.05; E60018+58 0'33'53" 2429.00 23.94 11.97' N32378.42; E60023.89 3`08'04" 2429.00 132.89 66.46' N32456+75; E60027.82 RIVERSIDE COU FLOOD CONTROL WATER C N DISTRICT RECOMMENDED FOR APPRO AL DYED BY- . APPR, DATE DATE: 63 h., Lti DATE: - �/ 20 COUNTY 40 f) 40 80 scale 1 "_ 40' feet TR 30837-1 MS 4132 I.P. 070012 & 120044 PROJECT NO. WARM SPRINGS VALLEY 7-0-00197 WASHINGTON STREET STORM -[?RAIN STAGE 1 DRAWING NO. 7-0544 LINE "A" SHEET NO. STA 47+00 TO STA 53+00 {� 4 if -pp 9 OF 20 W z Lj w z 1-- < < w < PQ z < 1-- z co Z INT SQ LINE A 36 x 1-4 11 1--17 1-4 =Z) Ulj*�`MNTS0'D LAT A-3 6 < 10+0000 A=80 0' tx �V/ x /Z1 tK' x 5 x NX 5 52 EC )E -EASEMENT A 55+88.18 55+Z8.9A BC T SHAFTr,,� 2.59 EON WQ9, NO2*28'31 "WIm%c- -I- - 03 4 7 z -00 PARKWAY DRAIN w --'11Z - ,<31 PER TR 30837-1 Z STREET IMPROVEMENT b. z MH SHAFT LD < PLANS SHEET 10 N3i'0 '91"F DELTA U cti LLJ 0 M Lk- > 90-00'00" z 0 lu SD LAT A-3 F - 88'04'13" < ST 10+91.50 16 �Sl, C19 ��CCCB03-FOR PROFILE 65.261 ?,OFESSIO U 90-00'00" < V. Cq jay 70.69 CL SEE SHT 17 Li 21-59'07" CL < 19 INT SD LINE A 54+48.69 U-1 N32646.78; E60158.01 a: INT SD LAT. A-4 10+00.00 52 EC )E -EASEMENT A 55+88.18 55+Z8.9A BC T SHAFTr,,� 2.59 EON WQ9, NO2*28'31 "WIm%c- -I- - 03 4 7 z -00 PARKWAY DRAIN w --'11Z - ,<31 PER TR 30837-1 Z STREET IMPROVEMENT b. z MH SHAFT LD < PLANS SHEET 10 N3i'0 '91"F CURVE DELTA RADIUS cti LLJ TANGENT M Lk- > 90-00'00" z 0 67.501 0 U F - 88'04'13" 67.50 z C3 65.261 ?,OFESSIO U 90-00'00" < V. Cq jay 70.69 45.00 Pvi Lj LJ ce > L)NEI. 591335 C3 l'- EXP, 12/31/21019 9:4 21-59'07" U 8.63 OL <CNA rqr N32646.78; E60158.01 OL w < a- OF CI CURVE DELTA RADIUS LENGTH TANGENT PI COORDINATE 0 90-00'00" 67.50 106.03 67.501 N32646.18; E60026.95 88'04'13" 67.50 103.76 65.261 N32646.89; E60183.58 90-00'00" 45.00 70.69 45.00 N32765.78; E60187.04 21-59'07" 22.50 8.63 4.37 N32646.78; E60158.01 5*29'18" 294.00 28.16 14.09 N32646.94; E60193.77 64-08'1.3", 22.50, 25.19 14-09 N32644.37; E60221.84 x 10+89.26 EC 54+66.50 BC INT SD LINE A 54+93.61 BEGIN EASEMENT INT SD LAT A-5 10+87.78 12 e JWT =(� INT SD LAT WQ9 1+00.00 @ INT SD LAT. A5 10+00.00 LINE A 54+95-18 PLAN Don't Dig ... Until You Call U.S.A. Toll Free BENCH MARK: 1929 DATUM gineenng & Consulting, Inc. 1-800-227-2600 334' BRASS DISK SET FLUSH ON TOP OF CONC. for the location POST AT INTERSECTION OF WASHINGTON AVE. f buried AND KELLER RD., 29' WEST OF CENTERLINE OF utility lines, 36263 CALLE DE LOBO, MURRIETA, CA 92562 WASHINGTON AVE,, 25' NORTH OF KELLER RD., PH. 951.304."52 FAX 951.304.35" Don't disrupt vital services. 10' NORTH OF A FENCE CORNER, I' EAST OF PREPARED 9' JOSEPH L, CASTANEDA R.C.E. NO. NCE, BRASS DISK SET IN TOP OF 8' CONC, 7 POST UP 14' ABOVE GROUND MARKED X 311 APPR. DATE DATE TWO WORKING DAYS BEFORE YOU DIG 1935 ELEV, 143113 ENGINEER Mh1 IN_ FQRM.ATIONAL NOTE ALL X -SECTIONS TAKEN LOOKING DOWN STREAM STORM DRAIN ALIGNMENT WITHIN WASHINGTON STREET MODWIIED FROM COUNTY STANDARD #817 IN ORDER TO AVOID CONFLICT WITH RAISED MEDIAN E'LY R /W 99 t -$ 51' 48"STORM DRAIN T. 29' . 8" SEWERT 120' W'LY R/W 55' -1 VARIES 2% 1 -/- EG 4' MIN. COVER 12're" WATER SECTIQN AT STA flQN 53+15.00 TYPICAL FROM STA 52+81.14 TO STA 53+38.61 20 0 20 40 scale 1 "= 20' feet CONSTRUCTION NOTES -CONSTRUCT 18- RCP (CLASS IV) &--CONSTRUCT 24- RCP (CLASS IV) I &CONSTRUCT 42- RCP ('D' PER PROFILE) &CONSTRUCT 48- RCP ('D' PER PROFILE) 9 -CONSTRUCT CATCH BASIN PER RCTD STD 300 @- CONSTRUCT MH NO. 2 PER RCFCWCD STD NO. MH252 &CONSTRUCT MH NO. 4 PER RCFCWCD STD NO. MH254 A=45', B=36", C=7.03', D1=48", D2=54", EL R=1427.05, EL S=1426.95 12 CONSTRUCT JS NO. 2 PER RCFCWCD STD JS227 LINE E: (A=50*, B=30", C=6.0', D=42", E=3.85', F=0.98', G=1.42', L=4.41', EL R=1431.48, EL S=1431.35) LAT WQ-9:(A=29*47'34, 8=18", C=6.0, D=24", E=4.27', F=0.62', G=0.68', L=4.49', EL R=1438.42, EL S=1437.92) LAT WO -100=60% B=18", C=3.5% D=24", E=2.00', F=0.71, G=0.60', L=2.60', EL R=1435.24, EL S=1435.16) LAT A -5.-(A=45*, B=24", C=5.8% D=42", E=3.64% F=1.15', G=1.04', L=3.97', EL R=1433.14, EL S=1432.98) 16 CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING UAIUM BASIN PER RCTD STD 311 5 17CONSTRUCT JS NO. 4 PER RCFC WCD STD JS229 AND 6" SCH. 413 PVC LATERAL - &34 ONSTRUCT CABLE FENCE PER RCFCWCD STD M826 C @36 �CONSTRUCT TS NO. 3 PER RCF("IWCD STD TS303 1481 -CONSTRUCT TYPE A OUTLET STRUCTURE PER CALTRANS STD. D90 AND DETAILS ON SHEET 19. @-CONSTRUCT CONCRETE BULKHEAD PER RCFC&WCD STD. NO. M816. )tp.5�14/19 - RIVERSIDE COUNTY FLOOD CONTROL WATER CO DISTRICT RECOMMENDED FOR APPROVAL OVER BY. APPR. DATE- DATE.*- 6YI-mlm DATE. REVISIONS COUNTY 0 40 80 sco1"= 40' feet TR 30837-1 MS 4132 1. P. 070012 U20044 PROJECT NO. WARM SPRINGS VALLEY 7-0-00197 WASHINGTON STREET STORM DRAIN - STAGE 1 DRAWING NO. 7-0544 LINE 'W' tmb SHEET NO. STA 53+00 TO STA 56+49.62 qw-rT 10 OF 20 E Z 0. z Q DELTA 00 I LENGTH I TANGENTI r, - 20°08'56" h r n 15.99' _I� a z �' w z L V) w t z H Q Z A f� A � A PQ z z a� z M w l7 J w W U G I is CL^ t 1 - - Q w w z Q 113 (OS) N d CD 00 IUFOR_MATIONAL NOTE ALL X --SECTIONS TAKEN LOOKING DOWN STREAM STORM DRAIN ALIGNMENT WITHIN WASHINGTON STREET MODIFlED FROM COUNTY STANDARD #817 IN ORDER TO AVOID CONFLICT WITH RAISED MEDIAN E'LY R/W 148' W LY R/W 65'83' O.G. 8' 44' _ 7' 7' 44' 8' 10' I 2%-- ..__ 1 MAX 21 2% MX. - �- ______ MIN. COV\7 ER EX SIDEWALK, EX 8"WATER CURB &GUTTER 24" STORM DRAIN 8"SEWErR 7 FACE. OF CURB 15' 14' T2ECTION AT STATION 14+5,0.00 TYPICAL FROM STA 10+00.00 TO STA 18+00.00 20 0 0 40 1 — r—a scale 1"= 20' feet CONSTRUCTION NOTES 1 CONSTRUCT 18" RCP (CLASS IV) 2—CONSTRUCT 24" RCP (CLASS IV) (35—CONSTRUCT 30" RCP 'D' PER PROFILE &CONSTRUCT MH NO. 1 PER RCFCWCD STD No. MH251 37 CONSTRUCT 6'X6'X6" CONCRETE PAD W/ #4 BARS AT 18" O.C.,E.W. CENTERED ON MH COVER PER DETAILS ON SHEET 6. 42 ONSTRUCT CONCRETE BULKHEAD PER RCFC&WCD STD NO. M816. SD CL CURVE DATA CURVE DELTA RADIUS I LENGTH I TANGENTI I p 20°08'56" O r n 15.99' _I� 113 (OS) N d CD 00 IUFOR_MATIONAL NOTE ALL X --SECTIONS TAKEN LOOKING DOWN STREAM STORM DRAIN ALIGNMENT WITHIN WASHINGTON STREET MODIFlED FROM COUNTY STANDARD #817 IN ORDER TO AVOID CONFLICT WITH RAISED MEDIAN E'LY R/W 148' W LY R/W 65'83' O.G. 8' 44' _ 7' 7' 44' 8' 10' I 2%-- ..__ 1 MAX 21 2% MX. - �- ______ MIN. COV\7 ER EX SIDEWALK, EX 8"WATER CURB &GUTTER 24" STORM DRAIN 8"SEWErR 7 FACE. OF CURB 15' 14' T2ECTION AT STATION 14+5,0.00 TYPICAL FROM STA 10+00.00 TO STA 18+00.00 20 0 0 40 1 — r—a scale 1"= 20' feet CONSTRUCTION NOTES 1 CONSTRUCT 18" RCP (CLASS IV) 2—CONSTRUCT 24" RCP (CLASS IV) (35—CONSTRUCT 30" RCP 'D' PER PROFILE &CONSTRUCT MH NO. 1 PER RCFCWCD STD No. MH251 37 CONSTRUCT 6'X6'X6" CONCRETE PAD W/ #4 BARS AT 18" O.C.,E.W. CENTERED ON MH COVER PER DETAILS ON SHEET 6. 42 ONSTRUCT CONCRETE BULKHEAD PER RCFC&WCD STD NO. M816. SD CL CURVE DATA CURVE DELTA RADIUS I LENGTH I TANGENTI PI COORDINATE 20°08'56" 90.00' 31.65' 15.99' N32636.70; E60026.99 z 40 0 40 $0 scale 1 #.= 40' feet w^/ LL PLAN • LL w � W i^ z o � 3 (14 TR 30837-1 MS 4132 I.P. 070012 & 120044 Don't Dag.. Until You Call U.S.A. Toll Free BENCH MARK: 1929 DATUM PROJECT NO. o �Ro��ss�oN WARM SPRINGS VALLEY U ¢ �� • CAS �� 1--800-227-2600 3%' BRASS DISK SET FLUSH ON TOP OF CONC Q q y Engineering & Consulting, Inc. A ti) �� T yF � ��,, for the location PAST AT INTERSECTION OF WASHINGTON AVE, NORTH WASHINGTON STREET Lj W © p m 0f buried AND KELLER RD. 29' WEST OF CENTERLINE OF DRAWING N0. U a m utility lines. WASHINGTON AVE., 25' NORTH OF KELLER RD., STORM DRAIN N0, 59835 36263 GALLS bE LOBO NIURAIETA CA 92562 Don't linesdisrupt. 0p U EXP. 12/31/2019 PH. 951.304.9552 'FAX 951.304.3568 vital servicstil' NORTH OF A FENCE CORNER, 1' EAST OF 7-0544 PREPARED BY, JOSEPH L, CASTANEDA R.C.E. Nil, 59885 FENCE BRASS DISK SET IN TEP OF S" CONC. LINE "E" SHEET N0. W CL rTq� CNII R��P Ga POST UP 14" ABOVE GROUND MARKED X 311 APPR. DATE APPR. DATE ,. w ¢ CL OF CA DATE DATE ✓�13Ir� TWO WORKING DAYS BEFORE You DIG 1935 ELEV, 1431,13 ENGINEER REVISIONS COUNTY STA 9+90.34 TO STA 18+00�� 11 of 20 p C 9 t '3 o s � k t q� N� C M �s 4 C-4 - / y� CJ M ti n cO 3 .. m- W o. z LD W z �- 94 0 Q rV Ld < Pit A Z x z ~ ❑ f�-- F— V z Cy - Q ❑ 0 n� 1 LJ m Q U 1--1 0- a. Lv Q W H 0. H z W H U fE LJ LL > z ❑ ❑ U z 17,711 0 U Q A � W LLJ >L1 E 101 oui:�U F— CL Lv w Q a- LLJ z F— CD Q 00 Q (I) r� F— Ld Ld CO LTJ Ld V) PLAN pfESS! pR O,y yQ� �. CAST9l�y F9 ,r NO, 59$35 �0 EXP. 12/31/2019 CNN 9TFOF CAS0`11 PLCgineering &Consulting, Inc.rne. En `�` Illi 36263 CALLE DE LOBCI MURRIETA CA 92562 PH 951.304.9552 'l+AX 951.3043568 Don't Dig ... Until You Cali U.S.A. Toil Free -800-227-2600 for thg foaation of burW utility tines. 11 Dont disrupt vital services. f �- BENCH MARK: 1929 DATUM 3X* BRASS DISK SET FLUSH ON TDP OF CONC, POST AT INTERSECTION OF WASHINGTON AVE, AND KELLER RD., 29' WEST OF CENTERLINE OF WASHINGTON AVE,, 25' NORTH OF KELLER RD., 117' NORTH OF A FENCE CORNER, 1' EAST OF FENCE, BRASS DISK SET IN TOP OF 8' CONC, POST UP 14" ABOVE GROUND MARKED X 311 1935 ELEV. 1431,13 PI COORDINATE ® 92`48'01" 45.00 72.89 47.26 PREPARED BY, JOSEPH L. CASTANEDA R.C.E. NO, 59835 - DATE 3/jiFI-4 Two WORKING DAYS BEFORE YOU DIG APPR. DATE €NGINEER INFORMATIONAL NOTE ALL. X—SECTIONS TAKEN LOOKING DOWN STREAM STORM DRAIN AUGNMENT WITHIN WASHINGTON STREET MODIFIED FROM COUNTY STANDARD #817 IN ODER TO AVOID CONFUCT WITH RAISED MEDIAN E'LY R/W 148' 65' MAX 24" STORM DRAIN 0 4' MIN. CO EX8"WATERL7' 8"SEWER ., 1 ..,. SECTION AT STATION 20+50.00 TYPICAL FROM STA '18+00.00 TO STA 24+27.81 BC 20 0 20 40 scale 1 2'0' feet SD CL CURVE DATA W'LY R/W 1 2% 1 1 EX SIDEWALK, CURB & GUTTER ACE OF CURB CURVE DELTA RADIUS LENGTH TANGENT PI COORDINATE ® 92`48'01" 45.00 72.89 47.26 N34096.28; E60017.72 69`07'25" 22.50 27.14 15.50 N34088.96;E60135.59 CONSTRUCTION NINES 2QF724" RCP (CLASS IV) 14 CONSTRUCT MH No. 1 37 CONSTRUCT 6'X6'X6' CONCRETE PAD W/ #4 BARS AT 18" O.C.,E.W. CENTERED ON MH COVER PER DETAILS ON SHEET 6. 42 CONSTRUCT CONCRETE BULKHEAD PER RCFC&WCD STD. NO. M816. Ti 4�T--1.'� 40 80 scale 1 "= 40' feet 3� TR 30837-1 MS 4132 I.P. 070012 & 120044 WARM SPRINGS VALLEY PROJECT NO. NORTH WASHINGTON STREET STORM DRAIN DRAWNG NO. 7-0544 LINE "E" p SHEET NO. APPR, DATE STA 18+00 TO STA 26+58.63 REVISIONS COUNTY 12 OF 20 M Q M' 6 1424':- al 14+00 10+00 11+00 10+ + _... _ ..<_ ......... -, .. ...�._..,.a.:v,....Y ,..�...,.. , ..v......_..._ _�..,. __.._ ... ,m..._......., w... �.... .,_.. I. ....-..._._.:...n _t��...._.,.,r.. _.........«..�.-«•...... ..m...:..sw.....4- ....... .......wid..,..,_.mm.. S.0 i........_.:....... .,L . „.. _ ..»_.._.wi .r ......._w.,x. 0 .- EXIT T1 4G 0L 12 1436 S'LY R/W INFOWATIONAL NOTE ALL X—SECTIONS TAKEN LOOKING DOWN STREAM N'LY R/W 10' 6' 20' 20' 6' O.G. MAX MAX 2:1 2% .2% MAX. O.G. 4' MIN. COVER 6' t 6D FACE OF CURB , 7 12"WATER 36" STORM DRAIN 8"SEWER SECTION AT STATION 12+50.00 IN LINE "B" TYPICAL FROM STA 11+57.08 TO STA 13+11.02 BC 10 5 0 10 20 scale 1 l__ 10' feet SD CL CURVE DATA .1 AX. CURVE DELTA RADIUS LENGTH TANGENT PI COORDINATE d 59°59'45" 22.50' 23.56' 9.38' N31312.20; E60242.96 , 45°15'44" 22.50' 17.77' 12.99' N31312.20;E60038.87 tiv w t W , C.J , +fin , ,�. _ _ , _ ,. ___.R � 1 y� 'Y -------- --.�717 t_ acv i_ 1_ d' _ __.... __.�. .._ __.__.. __.... __ __ _ __. _._ __.. _ .. .w_ _. __.,.._....._ , 24 R£$ C SSS It% 5: y� f � - _._ ifi_J v4 _ _' ,.,.�___.... ..I... ...�..:. I r l _ i t I r :81-_ 6-� �_ - ,_ - . _-C�+S�R-�cT s�4a L--F-,-- CT-I --�s €� + �- -; � �- � �- �- , �Tfl — t - -- . ___ -�C 5TRL�CT �-�:-18 -i�` u�- , t .- PROFILE SCALE. 5-2--�� fa -2n D� _.. k _ _ , _ _ �. ..�_ T�4��-- -�-- i�) t, , , i r F . .rr _ ....._._____- _ __.__,._ _..__ ._ ___ ....______,, U.. c. _ _ 3 �Oe ... _ HORIZ. 1 40 �I AILI q-.,..=jl.. - .... .�,..,._.., ^r-- .. .+r 1 f - ... .. PROFILE Dc�MAINE PROFILE I�+OMATNE DRIVE DRIVE w , e — 8' 18I� P ! I i 56_ 7424. C ' S ' r ^ Y , i• ; 15' s' -1118- --T t7TR 30837 1 0 \,TR 30837 1 j0 1 ti ! �W i1 - 14 z t l j 16 1 1 1 cn I i « w 14 w 1II, I1 0 ! CL C 13 DW w z 16 a 1 00 ' 25 ARKWAY DE2 I`' I I , oo I ,� { PI N" w © a ft IST 1Q+6;,.,�I I I-- 9 ! !° fl 2v PER TR 308 .71 i ri T Y S R D 1 + 9.1 o f m{ IN ATE 2 0 2- in c� 74 s. w ,n , Ii n I : ' c� • STREET IMPIbVE E w w v� _4r24.o I } � €� i�i� = l`' e � ;i I?' INT A ST 10+00.13 i � I w � �. I� � r� � f' z t to t ,� tv c3i I �, ``�_ PLANS SHE I . _ ---_. i z cst LAT B-�-- 3 ; `, ! = s ` Olvi ` cn z �� 1 C in {� `_ + 2 , „ I ! y v, \ I 1 m N44 59 44 E I ' L `` N00 04 21 W 79.37 I J$EE PLQ N IIEE 98 (OS) AT W 2 � �jz �' 742 .o I I �� - - .� r- N «-` w_ .- FOR PROFILE i A ,� \• i �1- w L.=38.21' 1 00 �7 © <t w f— i CL CB 14 9 16 r42 A M¢ z w w v cn SEE ABOVE � �- q� 9 (OS) { w ST 12+66.12 �1N �\ w � �,q�y L, � - WQ i �.,r,,.�,�m, , LLI T O W V 0 XO I._. , f Z 1142 a Jf4231 15'XS i 7 - - - - C) C1 _I V z� 'I;10i ¢ �, 12 13, � © � i i � _ _. 3 f r z .� 4 t -� _ W „ �., N 89'59 59 E r75 w - _ Q F-+ v 0 c;�LINE 8 CL rte, 4 r� NO 0 011 tea. \, 0 00 O d 0 4D %0 `.J 2G 4 x" �' `r' + �° � © - fi to + �' ? c = i , "? °�? :" \ N.4 ',5 j ' 41 "E 1 w 1422 + + `` � C) .- a "{";(0 w cv + z (6 + + ci j �R PROFI E F.a cam ', � clv w ro ro,w m I J z ASO I� 4 I a m CID 0 r� 4m �w mid I w LJ F- JaaR 1 w W w w I Pi z w z z¢ 14 42n?� U }( f i Q a c -� �, � �l TR 32272 U) un! ! V o 22 z . i i t 4 z z 4'y ____ _� zLLJ LL- ; 42C. 9 Z Z + - Z z 1 J Z U- z Z PLA Z 26', b C� C3i i C� C _.. _ _-.... L- . _ _ 2.. _'` a E X 4i l� I� QgOFESSlpy Don't Dig ... Until You Call U.S.A. Toll Free BENCH MARK: 1929 DATUM U < `` �' cgsrq�Fy Engineering &Consulting, Inc. 1-800-227-2500 3X' BRASS DISK SET FLUSH ON TCP OF CONC. for the location POST AT INTERSECTION OF WASHINGTON AVE. w w y e of buried AND KELLER RD., 29' WEST OF CENTERLINE OF > U N0, 59835 36263 CALLS DE LOBO M�7"1 META CA 92562 � utility lines. WASHINGTON AVE„ 25' NORTH OF KELLER RD„ Q H * EXP. 12/31/2019 * PIEL 951.304.9552 'FAX 951.304.1568 Dont disrupt 0 vital services. 10' NORTH OF A FENCE CORNER, 1' EAST OF PREPARED BY, JOSEPH L, CASTANEDA R.C.E. NO. 59535- FENCE, BRASS DISK SET IN TOP OF 8' CONC. CNL Li o' sr�r� F Cn�rF��, POST UP 14' ABOVE GROUND MARKED X 311 APPR, DATE Q � i G.:_ DATE " //.100 TWO WORKING DAYS BEFORE YOU DIG 1935 ELEV. 1431.13 ENGINEER CONSTRUCTION NOTES 1 CONSTRUCT 18" RCP (CLASS IV) 02 -----CONSTRUCT 24" RCP (CLASS IV) ?N T RCP PER PROFILE 3 CC STRUC 30 C D E 4 ON TR CT 6 RCP D PER PROFILE C S U 3 E 777 CONSTRUCT 54" RCP ('D' PER PROFILE) 1g CONSTRUCT CATCH BASIN PER RCTD STD 300 rS C 11 CON TRUCT MH No. 4 PER RCFCWCD STD MH254 LAT 8-1: A=38.8', 8=24', C=6.5', D1=36", D2=42", EL R=1417.89, EL S=1417.77 LAT B-2: A=57.1', B=18", C=4.5', D1=36", D2=42", EL_ R=1417.85, EL S=1417.52 12CONSTRUCT JS No. 2 PER RCFCWCD STD JS227 & DIMENSIONS IN TABLE ON SHT 15 14 CONSTRUCT MH No. 1 PER RCFCWCD STD MH251 916 CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER RCTD STD 311 25 CONSTRUCT JENSEN PRECAST DRAINAGE INLET MODEL D12436 (OR APPROVED EQUAL) 36 CONSTRUCT TS No. 3 PER RCFCWCD STD TS303 A=45', 8=24", C=6.0', D1=30", D2=36", 66 EI_ R=1419.45, EL S=1419.20 40 ONSTRUCT CONCRETE BULKHEAD PER .__RCFCWCD STD. NO. M803. -_98 (OS) AY DRAIN ER R 30837-1 'TREE IMPROVEMENT Pl-\�No SHEET 3 3 1-6 00 w — Q 1 rel 'PARKWAY DRAI co ER TRI3083 a2 37 JSHE EON REET MPROVEMENT t _ANS SHEET I j rJ �f — z 1 I `I tit { t G \ 1 t I U-ji 1 +Fz�-- �<1)I (4219.9��.J I I t+ PLAN�Ut z+uij TR 2272 40 fl 4 0 80 � t1 o i scale 1"= 40' fleet _u 1425: ".6 . 1222a I I i I! i l 12 +11121.YA ES RCCA) 3jlr TR 34837-1 NIS 4132 I.P. 070012 & 120044 RIVERSIDE CDU FLOOD CONTROL PROJECT NO. WARM SPRINGS VALLEY WATER C N DISTRICT YATES ROAD STORM DRAIN 7-0-00198 RECOMMENDED FOR APPROVAL OVER BY, STAGE 1 DRAWING NO. ` 7-0544 - / LINE "B" SHEET NO. APPR. DATE DATE; a3 �+ 1 ___ _ DATE 9/ 20 1 STA 11+O:i.83 TO STA 13+45.75 %10-'r REVISIONS CdUNTY 1 �+ �F �0 fid � , s • ► 4,.a. .....-�� ., iL Awl r CONSTRUCTION NOTES 1 CONSTRUCT 18" RCP (CLASS IV) 02 -----CONSTRUCT 24" RCP (CLASS IV) ?N T RCP PER PROFILE 3 CC STRUC 30 C D E 4 ON TR CT 6 RCP D PER PROFILE C S U 3 E 777 CONSTRUCT 54" RCP ('D' PER PROFILE) 1g CONSTRUCT CATCH BASIN PER RCTD STD 300 rS C 11 CON TRUCT MH No. 4 PER RCFCWCD STD MH254 LAT 8-1: A=38.8', 8=24', C=6.5', D1=36", D2=42", EL R=1417.89, EL S=1417.77 LAT B-2: A=57.1', B=18", C=4.5', D1=36", D2=42", EL_ R=1417.85, EL S=1417.52 12CONSTRUCT JS No. 2 PER RCFCWCD STD JS227 & DIMENSIONS IN TABLE ON SHT 15 14 CONSTRUCT MH No. 1 PER RCFCWCD STD MH251 916 CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER RCTD STD 311 25 CONSTRUCT JENSEN PRECAST DRAINAGE INLET MODEL D12436 (OR APPROVED EQUAL) 36 CONSTRUCT TS No. 3 PER RCFCWCD STD TS303 A=45', 8=24", C=6.0', D1=30", D2=36", 66 EI_ R=1419.45, EL S=1419.20 40 ONSTRUCT CONCRETE BULKHEAD PER .__RCFCWCD STD. NO. M803. -_98 (OS) AY DRAIN ER R 30837-1 'TREE IMPROVEMENT Pl-\�No SHEET 3 3 1-6 00 w — Q 1 rel 'PARKWAY DRAI co ER TRI3083 a2 37 JSHE EON REET MPROVEMENT t _ANS SHEET I j rJ �f — z 1 I `I tit { t G \ 1 t I U-ji 1 +Fz�-- �<1)I (4219.9��.J I I t+ PLAN�Ut z+uij TR 2272 40 fl 4 0 80 � t1 o i scale 1"= 40' fleet _u 1425: ".6 . 1222a I I i I! i l 12 +11121.YA ES RCCA) 3jlr TR 34837-1 NIS 4132 I.P. 070012 & 120044 RIVERSIDE CDU FLOOD CONTROL PROJECT NO. WARM SPRINGS VALLEY WATER C N DISTRICT YATES ROAD STORM DRAIN 7-0-00198 RECOMMENDED FOR APPROVAL OVER BY, STAGE 1 DRAWING NO. ` 7-0544 - / LINE "B" SHEET NO. APPR. DATE DATE; a3 �+ 1 ___ _ DATE 9/ 20 1 STA 11+O:i.83 TO STA 13+45.75 %10-'r REVISIONS CdUNTY 1 �+ �F �0 10+0 i 1 Y Yjt`' i r .J j- ------ CONTRACTOR SHALL PROTECT IN PLACE ALL — UTILITIES CROSSING OR PARALLELING THE STORM DRAIN UNLESS OTHERWISE NOTED Y PROFILE SCALE: - t- HOR1Z. 1 40 VERT. 1 = 4 _ Y � r 11 12+00 13+00 _ s r t V 10 ------ 151- 13- 11 13- © " MAINTAINED BY RCTD PROFILE 5+00 ___16+00 -- -2-2— k y i F r m o +00 + a ,_ 1013 l w Z I, /1 i , /�... ¢ r ¢ cr {sue 1 O D W ¢ 1 INS l l �, �, w /� A�o°E- z `" IRAC LANE _ 1 u --N - 6 ANT Ll/��/ / xW� w C - 13 ; �� 14 r 11 z - 0-f ��N8g•9 V Z r, t © _ / l / Cl1 4 WQ CB STD 300! U _- ---- rn r" PER TR 30837-1 , W �' f k aw l STREET IMPROVEMENT w Q � 1 I..I p � 4� 'it fr 1ij l PLANS HEET 4# 86 ( 2 C) ; "� a,!� ,. ST 17+80.43 �. � I N 4i C,) CL CB17 6 w i �., ,� ft7l LAT C -2 N86'27'38" 45.13'z .ma,/;Z / r l/i _ l rrj C�SEE SH 17 FOR PRQi ILE , ; LD Q �% /) �, t j 441 ` % l W(,/ 3c x`22© 1 / ! ��— -- W 3 ,�. 6 I r¢ :c i `rJ l i�� .,/ .iii P_ V t 8 Q H � 17 OD�VE E i Ga \W W / Z PLAN Z ._ C3 Q�of ESS�p Don't Dig...tlntil You Call u..A. 7a1i tree BENCH MARK: '1929 DATUM U ¢ �� l CAs�q�F & Constzltin Inc. 1-800-227-2600 3X' BRASS DISK SET FLUSH ON TOP OF CONC. q Cil �'Q 9'yF ��Engineering ' for the location POST AT INTERSECTION OF WASHINGTON AVE, 0 41E° o€ buried W W " � � �" � utility lines. AND KILLER RD„ 29 WEST OF CENTERLINE OF > C- NO. 59£135 � 36,263 CALL. DE LOBO MURRIET'A CA 92562 WASHINGTON AVE, 25' NORTH OF KELLER RD,, P ®�Cy EXP. 1.2/31/2019 � PH. 951.304.9552 FAX 951.304.3568 Dont disrupt vital services. 10' NORTH OF A FENCE CORNER, F EAST OF PREPARED BYi JOSEPH L, CASTANEIIA R.C.E. NO. 59835 -�-w -� FENCE, BRASS DISK SET IN TOP OF 8' CONC. fY CL sT9T OF CAL POST UP 14' ABOVE GROUND MARKED X 311 W�i3 / ]AEF PER ¢ p,_ � _1%"6G—> Dj,�'I°� f�j TWO WORKING DAYS BEFORE YOU LiiG 1935 ELEV. 14.31.13 ENSINEER REVISIONS APPR, I DATE COUNTY w Lo Li Ldr co W 00 0 C> Q0 V I 40 0 40 80 scale 1 "= 40' feet S'LY R/W INFORNIATIONAL NOTE ALL X -SECTIONS TAKEN LOOKING DOWN STREAM 6' N'LY R/W i6' 10' 60 6' F.G27* 2% 2 ` MAX I MAX fiQF 4' MIN. CO :R 8"WATER 6' 6' FACE OF CURB 7, 24" STORM DRAIN 8"SEWER SECTION AT STATION 14+00.00 TYPICAL FROM STA '12+84.08 EC TO STA 16+00.00 10 5 0 10 20 scale 1"= 10' feet 6" DRAIN PIPE JUNCTION STRUCTURE NO. 4 PER RCFCWCD STD. NO. JS229 LINE C 36" RCF 42.5' `1430.30 11' DETAIL 1 — ;SUBDRAIN CONNECTION N.T.S. SD CL CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT PI COORDINATE d 45'15'29" 22.50 17.77 9.38' 32102.13; E600315.55 0 71'39'43" 45.00' 56.28' 12.14' N32102.14; E60170.57 �_1 53'09'04" 1 45.00' 1 41.74' 1 22.51' 1 N32154.35; E60187.87 CONSTRUCTION NOTES �: J -CONSTRUCT 24" RCP (CLASS IV) --�- CONSTRUCT 36" RCP ('D' PER PROFILE) 9CONSTRUCT CATCH BASIN PER RCTD STD 300 10 CONSTRUCT MH NO. 2 PER RCFCWCD STD. MH252. r -F. G. 2:1 AX. —F. G. 12 CONSTRUCT JS No. 2 PER RCF CWCD STD JS227 & c DIMENSIONS IN TABLE ON SHT 15 €i 3 14 CONSTRUCT MH NO.1 PER RCFCWCD STD. MH251. r� (1.0 -CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING s E CATCH BASIN PER RCTD 311 17 CONSTRUCT JS No. 4 PER RCFCWCD STD JS229 AND 6" SCH. 40 PVC LATERAL. SEE DETAIL 1 HEREON. s 4 � b E 5 a v,o 19 TR 30837-1 MS 4132 I.P. 070012&120044 WARM SPRINGS VALLEY PROJECT No. LIRAC LANE STORM DRAIN 7-0-00198 STAGE 1 DRAWING N0. 7-0544 LINE "C" /� 4 �„ SHEET NO. STA 10+63.39 TO STA 16+00 `'� 14 0F 20 16+00 17+00 18+00 19+00 20+00 ---- ------ ------ CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE STORM DRAIN UNLESS OTHERWISE NOTED J . ..... 1462 j__ -------- -- _R POSM,F Cl -L 1458 Lo- J_- 1454 14 7- --------- 1450 1446 _71 _CX --+"1442 __" Dwo— IS DO- -Vmcx ..... .... ......... 4 LO .. ......... . ...... + ---------- . ... ... 41-W 49-4-i 40m --- --- C[x 1438 ------- . . . . . . 41��ah? Z-- C14 - ------ - - ---------- At;l ----- ----- Atj C 4C- ",2 --- ------- -4 4 .4, ROP 'LAS 1434 S fV > + -Z ------------ m 6r RASS IV) .............. . ..... . ---------- ------------ - MAINTAINED BY RCTD 1451.12 BASI I IL -- MAINTAINED BY COUNTY CFD Lli /-DRAINAGE APRON PER RG—PLANS ---------- -, (EMERGENCY OVERFLOW) f TRI 30837-1 I i 4-1 -145 14 Li Z —1450-- J, '19 20 V w z 18 (n 00 1 < 21 22 < U) Q f j" + J ©STEN' A R W ii, LIRAC LANE 29+30.09 < PER w ALSACE PLACE 10TO Lij z (MAI 00� < LIRAC-t*A...... Q Ir– Cn 00 04 %K co z W I -, - U_� 71-29� `-7 18— LLj 5-- <0 z Lij md01 2 <0 C z INE 'C- < Q '7 + 13 U 4 R W'w. (n w 0 LO 0 wN, w < C + 2 0 co U 0 6 83 14 LIRAC LANE 29+20.88= + ry CL Q0 CHAMPAGNE W I WAY 10+00.00 w 4645 1 44 x 0 F_ W X 43 z 4-3 /< W U z 82 2:1 Lo t ry W 42 z > 47 X� E:1 48 17-1 z BENCH MARK: 1929 DATUM :D on't Dig ... Until You Call U.S.A. Toil Free E3 m Ar �_19004% D U < V�kOFESSCA im IL 14p- 800-227-2600 3X' BRASS DISK SET FLUSH ON TOP OF CONC, Engineenng & Consulting, Inc. 1–for the iocation POST AT INTERSECTION OF WASHINGTON AVE, of buried AND KELLER RD., 29' WEST [IF CENTERLINE OF > U utility lines. F__1 w NO. 598,35 36263 CALLS DE LOBO MURRIETA CA 92562 Don't disrupt WASHINGTON AVE., 251 NORTH OF KELLER RD,, EXP' 12/31/2019 PH. "1-304."52 VXk "1.304.3568 vital services, 10' NORTH OF A FENCE CORNER, 1' EAST OF w U _PREPARED BY1 JOSEPH L CASTANEDA R.C.E. NO. 598,35 FENCE, BRASS DISK SET IN TOP Of 8' CONC, U CL < CNS zj POST UP 14' ABOVE GROUND MARKED X 311 U CL w Q� < OL OF CA V, DATE TWO WORKING DAYS BEFORE YOU DIG 1935 ELEV, 1431,13 ENGINEER INFORMATIONAL NOTE ALL X—SECTIONS TAKEN LOOKING DOWN STREAM REVISIONS scale APPR. D COUNTY PROFILE SCALE: _f- . ....... 1-1 HORIZ. 1" = 40 VERT. 1 = 41 r- F. G. 2:1 AX. —F. G. CURVE DELTA RADIUS LENGTH TANGENT PI COORDINATE 21-33'40" 294.00" 110.97' 55.98' N32362.33; E60809.11 71-23'04" 45.00' 55.88' 32.24' N32357.47; E60897.18 CONSTRUCTION NOTES 2—CONSTRUCT ONSTRUCT 24" RCP (CLASS IV) G14 ONSTRUCT MH NO. 1 PER RCFCWCD STD MH 251 � 4 CONSTRUCT MODIFIED CATCH BASIN PER DETAIL q�_ ON SHEET 210 in TR 30837-1 MS 4132 I.P. 070012&120044 WARM 1131PRIINGS VALLEY PROJECT N0. LI RAC LANE STORM DRAIN DRAWING NO. 7-0544 LINE SHEET NO. STA 16+00T0STA20+59.96 qI610 15 OF 20 10+0011+00 �- . 10+00 11+00 10+00 11+00 12+00 10+00 11+00 12+00 �..,..._�_ i __.,...... „_...f ,...,. w..___,_... ,-_...__ ___.._--.._ _.y.__...,._ _•__..._..___- __a_.__.-._.-_..,.. ...._._..,.,,_._> � __4»�,_. ,Y__ .._..-.-.-. _,�.....>_:. _>•_..;. ; 7_.�..4,__,....�.._._.«.a--._.__y. -. �.._.. � � __._. }- ._ --�-�----;^--• "--jam ---}— _.._ .._. �— I ��'f' CONTRACTOR SHALL PROTECT IN PLACE ALL — _ _ ___ -_�_ _ _,� .._ __.__ �._ __�_ _.w ___. _� _.,� _ i UTILITIES CROSSING OR PARALLELING THE - -- - -�- -- I � _ - --�- -+ ----l- -,------,-- STORM DRAIN UNLESS OTHERWISE NOTED--r-- I I I 22 ---_ _ ____ ._—__ _., ._�_. __ ___.__-__—__. _ ___ _ ___ _ __,.__ _-� - __ _ .. _..._. _. ___-_~_. ___.__ _-. _ _T. —SfT* F i 07-m—en- _T_ r I i , 13_ LL ` , 16 ..._....r .�._L_,.-.._.—...�J ..__ � �(_.-.-.__...�..x..._...,....:.. �� _...-.-_ _.._..._J �.. ...,.,v-.. ..._..uw<.... W...v..:..........�_.._..,._._ mow.- .�.—._. ...,, �_..,.__. .. ..._ ��.... �.�� 146 !'•- :),- � ._... , .... .�....-.. ,_..._-.._-••-•_,---, —-.,.-.�-�-_._---....-p....._.___�... ..-.._.., ___....-. __...,.-_.�,1_.___.-»____"'.�^�. .. ----h-`- 1-----..,.,..- �� `moi'-a�- "'r._-- -t--- �_.___,.._._ ..._..._.i-._,_....___ ._...__ .,.... _ ...._ ,._.._._.. ._._ _.__ .._. -'�'-""- , , , , -�^�-� i --_-.`-.`__^t--•--'- ^-F.-_- ._ _ .�-_.tet'__~__-_ ._ -.....,.",..Y'" ,-+---"- I -f- i _-____._-..-- .__,..... _._.W_., .._.� � .� _ ....- _ "'-"_ _ - r I 4 -- t i----'•--- I + I _.T_- ,-- -,_ __-- _-__, _ .�..._._._,. www —__ ____ _-__- __ w_ ----� _. _.___.._.i_.____ _.---_.__ 1... ___._ -- _v. -� - - I I �• t i Li IN , i t i _ __ _ .- �_.._�i_`.._ �'�__"._._i.-.�__�___ "�' -P_ -... p -.- .. _..- » -s- -.fir' .....-._�_..�-..._ ,_._._. _._..,,� ..._..,._.., � _ _. i �.... .._•_ __ -_'. j "`"`--_-�'._.,—. �.-_... ,_..4- ._.�._i---•-- ...,.-1 �-. •_,�. ...f... _� . � r -- _ _ -1-_ �}— �•_ Li U. v i f f I : , , ,� - _—}--_ _—�-------Y -- i fi _.cam- ..._ ._.� ,. �. _-- __ -�---- _ �� --- _--- + ___ -- _ i I , _ _"_�._ � ,.w -r---_ _,___,._ ww �__ � {- „ r- •— _ — , --} r, --b 1 „ — ( _ i -_ . 434C _.. �_ D DA PROFILE SCALE: - f ��-- � � _ _� _ �_� _�. _ _ _ -.� I Y � ---� _ _� _ w r f i I I HORIZ 1 - 40 __ ___ • �i--_^_`_...,.^i^---^�'--• >� Fn ._.. i ay �� VERT. 1 4 � ! �- �4 1-�----� -�-- _-----�--- �--.---.. ;----- =A •may {(j 11+18.73 _1 SD CL CURVE DATA \.END PIPE �\ 1462.2 INV V=9.5 CURVE DELTA RADIUS LENGTH TANGENT PI COORDINATE . d 91'30'25" 90.00 143.74 92.40 N34056.55;E61324.31 .\_LAT 08-1 _ ' -__� 81'36'02" 90.()0- —128.18-- 77.69 _ N33873.41;E61181.82 < - ��—� -�o 10 +oa.00 12Z m x cr j I I r - BEG PIPE - t1 y t td j � t I'`144$.2 INV — x=-10 WX 10'L X 2.7' 7 �'� ; t c 1, r /- ��- /4 TON RIP RAP ti � ' � t � L r J� ✓ d ZD � r�� VER 12 INCH THICK CLASS II �f Z�► / �-FI T R BLANKET OVER MIRAFi �1100N/15/300 FILTER FABRIC z �, •�,,; - _ 1 -'" I •• DETENTION SIN OE3� x 1 - ..PER RG--PLANS-'`�-�..�' 102 (OS) LLJ ILLI <�� DRAINAGE - U`_`` 32 j CONFLUENCE DETAIL PER 0. 5' . d 90' 90' t: -w 3' 6' i� i � •. ,4 :•v CONSTRUCTION NOTES I INSTALL 18" RCP (CLASS IV) INSTALL 54" RCF' ('D' PER PROFILE) 13 ONSTRUCT MODIFIED GRATED INLET PER SPPWC STD 303-3 AND PER DETAIL ON SHT 18 CD 17 - CONSTRUCT JS No. 4 PER RCFCWCD STD JS229 AND 6" SCH. 40 PVC LATERAL 20 CONSTRUCT MODIFIED HEADWALL PER CALTRANS STD D89. D-18", H-3'-2", SEE DETAIL HEREON. N 22 CONSTRUCT TRANSITION STRUCTURE PER DETAIL ON SHT 18 AND RCFCWCD STD C13110. C a a, �� I $ 33) 31 CONSTRUCT TYPE 'A' OUTLET STRUCTURE PER __ 4 _ -� o. �'`,•. I ,,iRG-PLANS w�� ' `~` MODIFIED 89 H A WA CALTRANS STD. D90 AND PER DETAIL ON SHT 18 a N w - - UNE Cha-� - PIPE / !� s _''_ 32 CONSTRUCT RIP RAP VELOCITY DISSIPATOR PER _ 40 0 40 so _ - — f _CALTRANS SPECIFICATIONS AND PER DETAIL ON -� EE SHT 15 `�. 10+57.17 t� '~ _ v. LAT OE3-2 1448,2 lNV 13 r SHT 18 Z scare n feet` ``� `` / END PIPE. r t , CONSTRUCT CONCRETE DRAINAGE APRON PER DETAIL _.. w w 1 = 40y . y-4 " �/',�1450.0 INV '� 33 ON SHT 18 w E— U = zr ¢6 �� _ �� 65 a LLJ / PLAN ill' TR 30837-1 MS 4132 I.P. 070012 & 120044 0 Don't Dig. Until You Gatt U.S.A. Toll Free BENCH MARK: 1929 DATUM PROJECT NO - o �QROFES51py� WARM SPRINGS VALLEY U Q ti �• c4S i -800---227M-2600 3� BRASS DISK SET FLUSH ON TOP NE CONC, ----- e y Engineering & Consulting, Inc. r�F+ for the lacatian POST AT INTERSECTION OF WASHINGTON AVE, .--.—.--.' STORM DRAIN IMPROVEMENT PLATS W o y of buried AND KELLER RD., 29' WEST OF CENTERLINE OF DRAWING NO. No. 59835 36263 CALLS DE LOBO MURRJE LA 92562 utility Imes. WASHINGTON AVE., 25' NORTH OF KELLER RD., -+ Dant disrupt 7-0544 p t- ExP. I2i31/20I9 PFI.95.3�4.9552 'FAX 95i.3tW.56f3 v+tai services. 10` NORTH OF A FENCE CORNER, 1' EAST OF LATERALS FOR U w 4 s� GNiI PREPARED BY: JOSEPH L. CASTANEDA R.C,E, NO, 59835 r �� FENCE, BRASS DISK SET IN TOP OF 8 CONC, DETENTION BASINS OA $ OB � of SHEET NO. � CL gr£Qf C t�F POST UP t4 ABOVE GROUND MARKED X all �� APPR, DATE APPR DATE Q [L DATE 3i 3/pg TWO WORKING DAYS BEFORE YOU DIG 1935 ELEV, 1431,13 ENGINEER REVISIONS COUNTY 16 OF 20 1) DO E 04 E -6 11+00 10+00 11+00 10+00 11+00 10+00 10+00 11+00 10+00 11+00 4- 4 f ------- TT-- -4 - _j 4 1 3�0 -- ------ 4- tt3D 1 ...... .... ----- -- 7' ----- - ---- --- 44— L4-4,�& 9 > _4 so 1400 _4 'OP --- - --- NJ 1 J_ Z_ _1400 9 7 PRQPQS-EV-FS1__ -- __ - � 44 --z--b-,, _-N -4- _1W 4---P, ROPOSE - ---------- . ...... . ---- --- ------- w 7' 1426 15 TiNG - aR - - - - - - - - - - - - 10- __ 4- ____ ----------- —�`-4 A:A4, 144 4- + - ------ -444-,-------,113_"_ f,4 41113-95 1396 j J.- A;, t tf -1,440.96 - TC _-A 7- ------ - _j � -111-11- � - - -------- — ------ ---- -- ---I -_ z --t 00-- 3 ------- -- - - _4 4 4- S J_b_ 2- ------ < 4 ----- - _4 - - - - - - - - - - - 1422 14n ------------ 4- ------- - _]HGL 413 sa— 3t- 1392 ----- T 4-1 ............. S -- -- - --- - -- - - — 143�5. 44V- ELI J— -------------- 1,434 — -A- 434 __4 ------- 1388 ___1418 -4. & > 4% U 0- U 4 4 k1. N + - ---------- -w A.4 -T --------- - - 1-43 --------- - Irv' 4 - ---------- ------------ - 7_7:= - ----- --Fri 1 84 ---------- ------ LO T, it j 0 cr - -- ---- 7 > LZI 4(:;, __4 1410 ----- -----+ A ---- -4 - ---------------- Ir - > A& 7 8� oar 4- LL n 1380 . .. ... 4- C- -- - --- ----- ---- ---- - -------- ta co W116 A I ----------- 40 '00 ..... .. . ..... L4.1 ------ ------ YTT I -14061-- 4227, kie --rm \�Vi-40 I�F\ Ul�j U6 I ir .4- -42 - 1 2 1 2 f�:) -w tq n r -------- -- J Vd= . _, 11\zr A LJT', 1376 1 'P.:JCCLA�5 T J;, U, TRUG 'T_j _V)_ _4 -CON 4�. S� - ------ . .... ... _N___ -tATER- 0 e. -8 _V), L ---------- T ------ ---- �T -C I _�R ---Pl A I ��'j -jp -1 .5- a RUCI, ....... 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Zj 1436 U -4- ------- 4L - C/) L3 Uj -4- ---- ---- --- _4_ _7 4 LU U _j I _T _X_ 1432 AV -- ---------- . ........ ... .... - - - ------ 4-- ...... - -------_--- --Cf$- ------- -------- ----------- f) C) 4f) C -- ----- ------- ---- 7..S -fps- - - --------- - ----- Z: < + _jAa 17!7- C-4WS1,TRU N 'T ------ ----------- - - ------- -- - ----- . .... ..... --------- - - ----- - - ----- ----- T 24" -SS-- - ------ -- ------- ... .... ------ ----- ---- - - ----- t LD --------- '-P _V E ��N_ _EW - ----- ------- Vmax 5.1 Vmax =2.7 fps 10+00 10+60 10+00 10+00 11+00 U z LATERAL C-2 LD < LATERAL B-1 AND LATERAL B-2 CONTRACTOR SHALL PROTECT IN PLACE ALL PROFILE SCALE: 0 �Ii SEE SHEET 14 FOR PLAN VIEW 171 AN VIEW UTIU71ES CROSSING OR PARAIIIFLING THE n HORIZ. 1 = 40' > LL_ 'Z 0 STORM DRAIN LINES AND LATERALS 36" AND UNDER ALONG WITH CATCH BASINS AND LOCAL DEPRESSIONS SHOWN HEREON ARE MAINTAINED BY RCTD THERWSE NOTED VERT. 1 = 4P 0 >_ U 13 ALL LATERALS DRAWN LOOKING DOWNSTREAM &-Lt M TR 30837-1 MS 4132 I.P. 070012 & 120044 1-- z ZD 1__) 0 oFESs/n Don't Dig...Untll You Call U.S.A. Toll Free BENCH MARK: 1929 DATUM WARM SPRINGS VALLEY PROJECTNO U CA & Consulting, Inc. 1-800-227-2600 3X' BRASS DISK SET C, STORM DRAIN IMPROVEMENT PLANS 7-0-00197 for the location f ure POST AT INTERSECTION OF WASHINGTON AVE. DRAWING Lj > U NO� 59835 36263 CA�ULM�X 01�1 CA 92562 552 U ility lines. Don't disrupt AND KELLER RD,, 29' WEST OF CENTERLINE OF WASHINGTON AVE., 25' NORTH OF KELLER RD., NO. 7-0544 L) cy- U EXP. 12/31/2019 PH. 951.304. 568 vital services. 10' NORTH OF A FENCE CORNER, 1' EAST OF FENCE, BRASS DISK SET IN TOP OF 8' CONC, SD LATERALS A-1 THRU A-4 PREPARED BY, JOSEPH L. CASTANEDA R.C.E. NO, 59835 SHEETNO. CL < CN AND LATERALS A-7 THRU A-1 1 TWO WORKING DAYS BEFORE YOU DIG APPR, DATE APFIR, DATE LLJ w Q_ Q� OF lk DATE �Ile POS UP 14' ABOVE GROUND MARKED X 31 1 17 20 < L1. 1935 ELEV, 1431,13 OF ENGINEER REVISIONS COUNTY 1) DO E 04 E -6 1;:a W SD LINE � L B CALTRANS STD D90 D o J C> ` z h M� a - ¢ Q 36" 1 42" w 1432.06 A U9 Z: A z � z 54+93.61 45.0' 24" 5.50' w z o 1.21' 1.10' 3.97' v z 10 LINE A Q H 24" W LD W 2.12' J A o� SD LINE � CL B CALTRANS STD D90 D o J C> m CL t �? a - ¢ w 36" 1 42" w 1432.06 = U9 Z: 10 w 54+93.61 45.0' 24" 5.50' w 3.64' 1.21' 1.10' 3.97' 1433.25 1432.98 10 LINE A Q 20.0° 24" 4.00° ry 2.12' o Lr r, C EL 14413.10 18" EL 1438.85 7.6' (a) 27.6' 15.0' (b) 19.7' (b) RSP --FABRIC TYPE B CONCRETE SILL 3132SD LAT SEE PLAN SHEET 16 SCALE: 1"=5* JS Na. 2 PER RCFCWCD STD JS227* ELEVATION Il CALTRANS STD D90 FG OVER PIPE U S=0.0315 ``--4.3-FT THICK 1 TON RIPRAP 3.3 -FT THICK 1/4 TON RIPRAP 1.25 -FT THICK 1,25' BACKING NO. 2 BOTTOM OF V-8" THK FOOTING PER CALTRANS STD D90 SHEET SD LINE WINUWALL S0) FLN CL B CALTRANS STD D90 D o F C> m m WINGWALL rbc PER ELEV S �? CALTRANS STD D90 4.62' 36" 1 42" 1432.35 1432.06 RSP --FABRIC TYPE B CONCRETE SILL 3132SD LAT SEE PLAN SHEET 16 SCALE: 1"=5* JS Na. 2 PER RCFCWCD STD JS227* ELEVATION Il CALTRANS STD D90 FG OVER PIPE U S=0.0315 ``--4.3-FT THICK 1 TON RIPRAP 3.3 -FT THICK 1/4 TON RIPRAP 1.25 -FT THICK 1,25' BACKING NO. 2 BOTTOM OF V-8" THK FOOTING PER CALTRANS STD D90 SHEET SD LINE STATION A B C D E F G L ELEV R ELEV S 60.0' _, 4.62' 36" 1 42" 1432.35 1432.06 10 LINE A 54+93.61 45.0' 24" 5.50' 36" 3.64' 1.21' 1.10' 3.97' 1433.25 1432.98 10 LINE A 55+63.62 20.0° 24" 4.00° 36" 2.12' 1.42' 1.27' 3.02' 1434.82 1434.53 10 LAT A-4 10+24.73 60.0' 18" 3.50' 24" 2.00' 0.40' 0.40' 2.60' 1435.22 1435.16 13 LAT B-2 10+17.43 28.3' 18" 5.75 18" 4.08' 0.00' 0.00' 4.75 1418.06 1417.86 13 LINE B 12+53.86 45.0` 24" 6.00' 36" 4.29' 1.35 1.20' 4.43' 1419.45 1419.20 13 LAT B-4 10+23.27 46.1 • 18" 1 4.00' 18" 2.57' 0.00' 0.00' 3.24' 1420.25 1420.00 14 LINE C 12+06.69 47.77' 24"1 5.00' 1 36" 3.35' 1.12' 0.87' 3.95' 1432.46 1431.94 14 LINE C 12+18.61 42.4° 24" 1 5.00' 1 36" 3.35' 1 1.12' 0.87' 3.95' 1 1432.39 1 1432.31 Li 0 z *STRUCTURES SHOWN ON DATA TABLE ARE THOSE MAINTAINED BY RCTD. FOR STRUCTURES MAINTAINED BY RCFC&WCD, DATA IS SHOWN ON PLAN SHEET. o n I FESS/p Don't Dig ... Until You Call U.S.A. Toil free BENCH MARK: 1929 DATUM DASr ��y Engineering & Consulting, Inc. 1-800-227-2600 3%' BRASS DISK SET FLUSH ON TOP OF C©NC, rj; cs for the location POST AT INTERSECTION OF WASHINGTON AVE, A w w ©`' `"� of buried AND KELLER RD., 29' WEST OF CENTERLINE OF � r*+ utility lines. NO. 59835 0 36263 CALEE DE LOBO MU ETA, CA 92562 A WASHINGTON AVE„ 25' NORTH OF KELLER RD., A EXP. 12/31/2019 PH. 951.304.9552 'FAX 951.304.3568 Dont disrup# O ! - vital services. IQ` NORTH OF A FENCE CORNER, 1' EAST OF w U PREPARED BY, JOSEPH L, CASTANEDA R.C.E, NO. 59835 _ h FENCE, BRASS DISK SET IN TOP OF 8' CONC. W CL < qT CIV1 v4� POST UP 14' ABOVE GROUND MARKED X 311 APPR. DATE Q! ¢ CL EQ{cavF DATE 3I{3%L1 TWO WORKING DAYS BEFORE You DIG 11935 ELEV, 1431,13 ENGINEER MODIFIED CURB PER DETAIL 'A HEREON 6" 4" L 10" DETAIL N.T.S. i #3 BARS 0 18" OC 20" LONG CENTERED AT JOINT TRAPEZOIDAL CHANNEL PER RCFCWCD STD No. CH326 `LCONCRETE DRAINAGE APRON SECTION AND REINFORCEMENT CONCRETE DRAINAGE APRON SECTION AND REINFORCEMENT PER RCFCWCD STD No. CH326 CONCRETE DRAINAGE APRON b TRANS111ON CHANNEL b h SIDE SLOPE (TYP) s r 1472.0 TOP b F 1469.0 FL h z .� 4: 1472.0 TOP 1469.0 FL PG4� a M. SEE PLAN SHEET 16 SCALE: 1"=10' CB110 DIMENSIONS A & W=3.58' D=18" T=10" H=1.5' CONCRETE DROP INLET PER Dfl Ml %AlflM C -M #'%01 -1 h /CCC Ai^,rr 1 PLAN VIEW- 1.5' INLET FRAME AND GRATING PER SPPWC STD 311-3 TG PER PLAN CONCRETE DROP INLET PER r RCFCWCD STD CB 110 BACK OF CURB PER PLAN FACE OF CURB PER PLAN g i 1 1 MODIFIED SPPWC STD 303-3 CONCRETE CURBSIDE GRATING CATCH BASIN DRAINAGE APRON 'W PER PLAN PER PLAN INLET FRAME AND GRATING PER SPPWC STD 311-3 8" CONCRETE CURB TG PER PLAN TC PER PLAN 1" DIAM. GALVANIZED d STEEL BARS AT CENTER OF OPENING 4" 4 d "r PER SPPWCa' 1'-6" OPENING CENTER SUPPORT ASSEMBLY STD 303-3 BELOW GRATES PER SPPWC STD 311-3 SEE PLAN SHEET 16 SCALE: 1"=2' NOTE 1: CONTRACTOR SHALL USE A MINIMUM WALL THICKNESS OF 10 INCHES. FOR REINFORCEMENT. CONTRACTOR TO IMPLEMENT REBAR CONFIGURATION PER RCFCWCD STD CB 106. TRANSVERSE CONSTRUCTION JOINT 11 ISOMETRIC VIEW SEE PLAN ON SHEET 16 N.T.S. MH NO. 4 PER RCFCWCD STD MH254* SHEET SD LINE CURBSIDE GRATING CATCH BASIN A B C D1 PER DETAIL THIS SHEET ELEV R I ELEV S 3 LINE A W=PER PLAN 60.0' _, 4.62' 36" 1 42" 1432.35 1432.06 o C) � o T- d�- CONCRETE DRAINAGE APRON b TRANS111ON CHANNEL b h SIDE SLOPE (TYP) s r 1472.0 TOP b F 1469.0 FL h z .� 4: 1472.0 TOP 1469.0 FL PG4� a M. SEE PLAN SHEET 16 SCALE: 1"=10' CB110 DIMENSIONS A & W=3.58' D=18" T=10" H=1.5' CONCRETE DROP INLET PER Dfl Ml %AlflM C -M #'%01 -1 h /CCC Ai^,rr 1 PLAN VIEW- 1.5' INLET FRAME AND GRATING PER SPPWC STD 311-3 TG PER PLAN CONCRETE DROP INLET PER r RCFCWCD STD CB 110 BACK OF CURB PER PLAN FACE OF CURB PER PLAN g i 1 1 MODIFIED SPPWC STD 303-3 CONCRETE CURBSIDE GRATING CATCH BASIN DRAINAGE APRON 'W PER PLAN PER PLAN INLET FRAME AND GRATING PER SPPWC STD 311-3 8" CONCRETE CURB TG PER PLAN TC PER PLAN 1" DIAM. GALVANIZED d STEEL BARS AT CENTER OF OPENING 4" 4 d "r PER SPPWCa' 1'-6" OPENING CENTER SUPPORT ASSEMBLY STD 303-3 BELOW GRATES PER SPPWC STD 311-3 SEE PLAN SHEET 16 SCALE: 1"=2' NOTE 1: CONTRACTOR SHALL USE A MINIMUM WALL THICKNESS OF 10 INCHES. FOR REINFORCEMENT. CONTRACTOR TO IMPLEMENT REBAR CONFIGURATION PER RCFCWCD STD CB 106. TRANSVERSE CONSTRUCTION JOINT 11 ISOMETRIC VIEW SEE PLAN ON SHEET 16 N.T.S. MH NO. 4 PER RCFCWCD STD MH254* SHEET SD LINE STATION A B C D1 D2 ELEV R I ELEV S 3 LINE A 54+48.69 60.0' 24" 4.62' 36" 1 42" 1432.35 1432.06 RIVERSIDE COUN OD CONTROL WATER C FLON DISTRICT RECOMMENDED FOR APPROVAL OVER BY: APPR. DATE DATF- 016 /it DATE: REVISIONS COUNTY TR 30837-1 MS 4132 I.P. 070012 & 120044 PROJECT NO. WARM SPRINGS VALLEY 7-0-00197 WASHINGTON STREET STORM DRAIN STAGE 1 DRAWING NO. DETAILS 0544 SHEET NO. om-w 18 OF 20 M A Uj z ow. LD Lj 1 Z I- I< P w < wP z < z z z :D U LAJ 13 I 6.1 m < U CL n 01 < Li LA -I z L3 z REVIS113NS 3.3' 1/4 TON RIP RAP 1.25' BACKING NO. 2— MIRAFI 1100N APPR, I DATE 20.7' S=0.0065 - 6 CONC. APRON -6' CUT—OFF WALL W #4 @18" 0. C. SECTION ""A."2 "A"" SCALE: 1"=5' 58-1443 (6.67'— 17.39') VARIES LENGTH VARIES A E 4 6" CONC. APRON 1436.17 FL 42" RCP LIN 1436.17 FL ", 0) SECTION "B"-l"B" SCALE: 1"=5' 1 4 Z z 0 < LINE "A" WINGWALL & BASIN DETAIL SEE PLAN ON SHEET 10 > 0 z 0 SCALE: 1"=10' U 0 Z Z) OFESS/6 Don't Dig...Untli You Call U.S.A. Toll Free BENCH MARK: 1929 DATUM 0 U < v" CA C gineenng & Consulting, Inc. 1-800-227-2600 3X1 BRASS DISK SET FLUSH ON TOP OF CONC. for the location f buried "a" POST AT INTERSECTION OF WASHINGTON AVE, W Uwj o utility lines. AND KELLER RR, 29' WEST OF CENTERLINE OF > U k-4 NO, 598:35 36263 CALLS DE LOBO MURMETA CA 92562 FAX 2tDon't disrupt t disrupt WASHINGTON AVE,, 25' NORTH OF KELLER RD,, C-3 EXP. 12/31/2019 PH. "1.304.9552 951.304.1%8 Vital services, 1 10' NORTH OF A FENCE CORNER, Y EAST OF X U PREPARED BY, JOSEPH L, CASTANEDA R,C.E, NEI. 59835 FENCE, BRASS DISK SET IN TOP OF 8' CONC. LLJ IX (L (L < x cfvt OF (%0k TWO WORKING DAYS BEFORE YOU DIG POST UP 14' ABOVE GROUND MARKED X 311 APPR. DATE < 12L DATE 1935 ELEV, 1431,13 25 ENGINEER REVIS113NS 3.3' 1/4 TON RIP RAP 1.25' BACKING NO. 2— MIRAFI 1100N APPR, I DATE 20.7' S=0.0065 - 6 CONC. APRON -6' CUT—OFF WALL W #4 @18" 0. C. SECTION ""A."2 "A"" SCALE: 1"=5' 58-1443 (6.67'— 17.39') VARIES LENGTH VARIES A E 4 6" CONC. APRON 1436.17 FL 42" RCP LIN 1436.17 FL ", 0) SECTION "B"-l"B" SCALE: 1"=5' 1 4 — I ItIt'i VARIES LINE "A" 42" RCP TR 30837-1 MS 4132 I.P. 070012 & 120044 WARM SPRINGS VALLEY PROJECT NO. WASHINGTON STREET STORM DRAIN STAGE 1 DRAWING NO. DETAILS 7-0544 SHEET NO. 19 OF 20 ill E_ W 1 F. PROFILE VIEW ""'—WING WALL FOOTING PER 12" CALTRANS STD. D90 HOLE FOR J" SS 7.33' CONCRETE ANCHOR BOLT, TYP OF 4 2" WIDE X J" THICK DIA ROUND GALVANIZED GALVANIZED STEEL BAR STEEL BARS WELDED TO FRAME 0 3" OC, EW TOP —\ — 10 VARIES (23'-30') 4 1437 1437 BOT. BOT. SECTION 11CIIf2c" BASIN DETAIL SEE PLAN ON SHEET 19 SCALE: HORIZ.: 1"=20' VERT.: 1"=2' WEIR I ORIFICE OUTLET STRUCTURE MODIFIED RC STD. NO. CB300 DETENTION BASIN OB SEE PLAN ON SHEET 15 SCALE: 1"=5' p LLI th BENCH MARK: 1929 DATUM 3X' BRASS DISK SET FLUSH ON TOP OF CONC. POST AT INTERSECTION OF WASHINGTON AVE, AND KELLER RR, 29' WEST OF CENTERLINE OF WASHINGTON AVE,, 25' NORTH OF KELLER RD,, 10' NORTH OF A FENCE CORNER, 1' EAST OF FENCE, BRASS DISK SET IN TOP OF 8' CONC, POST UP 14' ABOVE GROUND MARKED X 311 1935 ELEV. 143113 z 0 PREPARED BY, JDSEPH L, CASTANEDA R.C,E. NO, 59835 1-17 DATE -;hjlll:l TWO weRKING DAYS BEFORE YOU DIG vs F—ENGINEER 6j z < < LAJ p z < z Vj z 0 z :D < 0 U W pq L) P-4 1 CL Lj < Li H F - LID z Lj Uj F- :r zC-) 0 < C3 LL, I , > z 0 L) F - z F- 0 0 qRi) ESSIn < CAS*, U LLJ Lj 7 U w NO. 59835 > C:3 EXP, 12/31/2019 U LLJ w L) n CNCNN.CL Q�< tY < CL OF CM -Vi PROFILE VIEW ""'—WING WALL FOOTING PER 12" CALTRANS STD. D90 HOLE FOR J" SS 7.33' CONCRETE ANCHOR BOLT, TYP OF 4 2" WIDE X J" THICK DIA ROUND GALVANIZED GALVANIZED STEEL BAR STEEL BARS WELDED TO FRAME 0 3" OC, EW TOP —\ — 10 VARIES (23'-30') 4 1437 1437 BOT. BOT. SECTION 11CIIf2c" BASIN DETAIL SEE PLAN ON SHEET 19 SCALE: HORIZ.: 1"=20' VERT.: 1"=2' WEIR I ORIFICE OUTLET STRUCTURE MODIFIED RC STD. NO. CB300 DETENTION BASIN OB SEE PLAN ON SHEET 15 SCALE: 1"=5' 1/4" STAINLESS STEEL WIRE MES m 1'— ISOMETRIC VIEW (N.T.S.) 10 ORIFICE—,,0 4 VV I lal I TV 11% L-L- TEEL ANGLE 2X2 T=3/16" A36 STEEL, WELD AS READ. WING WALLS & FOOTING PER CALTRANS STD. D90 CONCRETE WALL 1/2" STAINLESS STEEL DROP INLET BOLTA WASHER & ANCHOR @ 12 O.C. 12" ORIFICE NOTES: 1. ORIFICE HOLES TO BE FORMED WITH THE USE OF SCH 40 PVC PIPE. 2. SEE DETAIL FOR ANCHORING OF FRAME AND SCREEN. TOP FRAME AND SCREEN DETAIL A STEEL ANGLE 2X2,T=3/16" A36 STEEL, WELD AS READ. 3/8" STAINLESS STEEL BOLTA WASHER & NUT @ 12 O.C., TACK WELD NUT 1" STAINLESS STEEL /--WIRE MESH, OVERLAP A MIN 1.75" W/ STEEL ANGLE 1/2" STAINLESS STEEL BOLT, WASHER & ANCHOR FRAME AND SCREEN ANCHORIN ORIFICE TRASH RACK N.T.S NOTES: 1. SEE REFERENCED STANDARD DETAILS FOR REINFORCING REQUIREMENTS. 2. INSTALL GALVANIZED STEEL STEPS PER RCTD STD. NO. 300. 3. ORIFICE TRASH RACK 18" X 36" GALVANIZED STEEL ANCHOR BOLT TO CONCRETE SECTION "D"."D" BASIN DETAIL SEE PLAN ON SHEET 19 SCALE: HORIZ.: 1"=20' VERT.: 1"=2' 4 14,37 1 BOT. —\ 3114 /11 TR 30837-1 MS 4132 I.P. 070012 & 120044 PROJECT NO. WARM SPRINGS VALLEY 7-0-00197 WASHINGTON STREET STORM DRAIN STAGE 1 DRAWING NO. DETAILS 7-0544 SHEET NO. APPR. DATE REVISIONS COUNTY 20 OF 20 0 ro Cn d A—77 Engineefing &Consulting, Inc. 36263 CALLS DE LOBO MURRILI'A CA 92562 PH, 951.304.9552 M 951.304.3%8 Don't Dig ... Until You Call U.S.A. Toll Free 1-800-227-2600 a at'an for the location buried 0' d utility lines. 0 vital services. ft2,Don*t disrupt BENCH MARK: 1929 DATUM 3X' BRASS DISK SET FLUSH ON TOP OF CONC. POST AT INTERSECTION OF WASHINGTON AVE, AND KELLER RR, 29' WEST OF CENTERLINE OF WASHINGTON AVE,, 25' NORTH OF KELLER RD,, 10' NORTH OF A FENCE CORNER, 1' EAST OF FENCE, BRASS DISK SET IN TOP OF 8' CONC, POST UP 14' ABOVE GROUND MARKED X 311 1935 ELEV. 143113 PREPARED BY, JDSEPH L, CASTANEDA R.C,E. NO, 59835 1-17 DATE -;hjlll:l TWO weRKING DAYS BEFORE YOU DIG APPR. DATE F—ENGINEER 1/4" STAINLESS STEEL WIRE MES m 1'— ISOMETRIC VIEW (N.T.S.) 10 ORIFICE—,,0 4 VV I lal I TV 11% L-L- TEEL ANGLE 2X2 T=3/16" A36 STEEL, WELD AS READ. WING WALLS & FOOTING PER CALTRANS STD. D90 CONCRETE WALL 1/2" STAINLESS STEEL DROP INLET BOLTA WASHER & ANCHOR @ 12 O.C. 12" ORIFICE NOTES: 1. ORIFICE HOLES TO BE FORMED WITH THE USE OF SCH 40 PVC PIPE. 2. SEE DETAIL FOR ANCHORING OF FRAME AND SCREEN. TOP FRAME AND SCREEN DETAIL A STEEL ANGLE 2X2,T=3/16" A36 STEEL, WELD AS READ. 3/8" STAINLESS STEEL BOLTA WASHER & NUT @ 12 O.C., TACK WELD NUT 1" STAINLESS STEEL /--WIRE MESH, OVERLAP A MIN 1.75" W/ STEEL ANGLE 1/2" STAINLESS STEEL BOLT, WASHER & ANCHOR FRAME AND SCREEN ANCHORIN ORIFICE TRASH RACK N.T.S NOTES: 1. SEE REFERENCED STANDARD DETAILS FOR REINFORCING REQUIREMENTS. 2. INSTALL GALVANIZED STEEL STEPS PER RCTD STD. NO. 300. 3. ORIFICE TRASH RACK 18" X 36" GALVANIZED STEEL ANCHOR BOLT TO CONCRETE SECTION "D"."D" BASIN DETAIL SEE PLAN ON SHEET 19 SCALE: HORIZ.: 1"=20' VERT.: 1"=2' 4 14,37 1 BOT. —\ 3114 /11 TR 30837-1 MS 4132 I.P. 070012 & 120044 PROJECT NO. WARM SPRINGS VALLEY 7-0-00197 WASHINGTON STREET STORM DRAIN STAGE 1 DRAWING NO. DETAILS 7-0544 SHEET NO. APPR. DATE REVISIONS COUNTY 20 OF 20 0 ro Cn d VICINITY MAP N TS 1C� KELLER ROAD P SKINNER DRI VE TRA C IS 30837 30837-1 30837-2 SECONDAR ~ A CCESS THOMPSON GALLEANO A VE. POURROY RD. YA TES RD. SITE SHRIMP LANE MADDELE-A A RD SKINNER RESER VOIR Q JS227 TOTAL CFD w V QTY. QTY. 0 10 CONSTRUCT LOCATION MAP (CLASS IV) /^H V J O L r Liz (CLASS IV) 1,600 L.F. - SECTION 33 & 34, TOWNSHIP 6 i— CATCH BASIN PER RCTD STD ¢ SOUTH, RANGE 2 WEST Q CALTRANS STD D89 2 NOT TO SCALE 25 CONSTRUCT JENSEN PRECAST DRAINAGE INLET p CONSTRUCT a o < C3 Li CONSTRUCT MODIFIED CURB INLET CATCH — Q z EA. BASIN PER RCFCWCD STD NO. C13100, WITH U MODIFIED 'W' PER PLAN z o z 71 z } f- EA. � ¢71 V z WORK CONTAINED WITHIN THESE PLANS cy- U LD M Li U Li ¢ pn DIAL ly- ENCROACHMENT PERMIT AND/OR A ¢ 1 Q �, U Two w❑RKIN DAYS BEFORE GRADING PERMIT HAS BEEN ISSUED. H n W > > W u.Y❑U DIG Y❑u DIG n ¢ Ld Li z _ a Hto TOLL FREE 1-800-227-2600 F 1 Li z CL A PUBLIC SERVICE B Y Li w w 0- U N D E R G R E U N D SERVICE ALERT respovndeterrr>fig on acceptable sdution Wrevising the plans far I U RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT TRACT 30837 STORM DRAIN FACILITIES GENERAL NOTES 1. THE CONTRACTOR SHALL CONSTRUCT THE FLOOD CONTROL IMPROVEMENTS SHOWN ON THE DRAWINGS IN CONFORMANCE WITH THE REQUIREMENTS OF THE RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT'S M.O.U. STANDARD SPECIFICATIONS DATED JUNE 24,2008, AND RCFC&WCD STANDARD MANUAL. FOR THE LATEST DRAWINGS OF THE STANDARD MANUAL, PLEASE REFER TO THE "PUBLICATIONS AND RECORDS" PAGE FOUND ON THE DISTRICT'S WEBSITE. 2.CONTACT THE ENCROACHMENT PERMIT ENGINEER AT 951.955.1266 IF AN ENCROACHMENT PERMIT IS REQUIRED FROM RIVERSIDE COUNTY FLOOD CONTROL. AFTER THE PERMIT IS ISSUED THE DISTRICT MUST BE NOTIFIED ONE WEEK PRIOR TO CONSTRUCTION. 3.CONTACT CONTRACT ADMINISTRATION AT 951.955.1288 IF CONSTRUCTION INSPECTION WILL BE PERFORMED BY RIVERSIDE COUNTY FLOOD CONTROL. THE DISTRICT MUST BE NOTIFIED TWENTY DAYS (20) PRIOR TO CONSTRUCTION. 4. ALL STATIONING REFERS TO CENTERLINE OF CONSTRUCTION UNLESS OTHERWISE NOTED. 5. STATIONING FOR LATERALS AND CONNECTOR PIPE REFER TO THE CENTERLINE INTERSECTION STATIONS. 6. FORTY-EIGHT HOURS BEFORE EXCAVATION, CALL UNDERGROUND SERVICE ALERT 1.800.227.2600. 7. ALL ELEVATIONS SHOWN ARE IN FEET AND DECIMALS THEREOF BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 29). 8.ALL COORDINATES ARE SHOWN IN FEET AND DECIMALS THEREOF BASED ON PROJECT SPECIFIC HORIZONTAL CONTROL. THE BASIS OF BEARINGS IS THE NORTHERLY LINE OF SEC. 34, T.6S., R.2W. AS SHOWN ON RECORD OF SURVEY IN BOOK 45, PAGE 43, RECORDS OF RIVERSIDE COUNTY, CA, BEING N89'30'12"W. THE COORDINATES ARE: NE CORNER - N 35254.61, E 62658.25 NW CORNER - N 35277.86, 59975.90 9. ALL CROSS SECTIONS ARE TAKEN LOOKING DOWNSTREAM. 10. ELEVATIONS OF UTILITIES ARE APPROXIMATE UNLESS OTHERWISE NOTED. 11. UNLESS OTHERWISE SPECIFIED, MINIMUM STREET RECONSTRUCTION SHALL BE 4" TYPE "B" HOT MIX ASPHALT OVER 6" CLASS 2 AGGREGATE BASE OR AS SPECIFIED BY THE ENGINEER. 12. OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL OF EXISTING CULVERTS, PIPES OR SIMILAR STRUCTURES TO BE ABANDONED SHALL BE SEALED WITH 6" OF CLASS "B" CONCRETE. 13. PIPE CONNECTED TO THE MAINLINE PIPE SHALL CONFORM TO JUNCTION STRUCTURE NO. 4 (JS 229) UNLESS OTHERWISE NOTED. 14. PIPE BEDDING SHALL CONFORM TO RCFC&WCD STD. DWG. NO. M815 EXCEPT FOR COVER <2 FEET. FOR COVER <2 FEET, CONCRETE SLURRY (2000 PSI) SHALL BE USED. THE ENTIRE TRENCH SHALL BE SLURRY EXTENDING 4 INCHES MINIMUM AND 12 INCHES MAXIMUM ABOVE THE TOP OF THE PIPE. F -- =z JS227 TOTAL CFD CONSTRUCTION NOTE V QTY. QTY. ¢c 10 CONSTRUCT 18" RCP (CLASS IV) /^H V J O L r 24" RCP (CLASS IV) 1,600 L.F. - O Li` CATCH BASIN PER RCTD STD 0 LL_> No. 300 CALTRANS STD D89 2 g EA. - 25 CONSTRUCT JENSEN PRECAST DRAINAGE INLET p CONSTRUCT JS No. 2 o 4 EA. - C3 34 CONSTRUCT MODIFIED CURB INLET CATCH — 0 EA. BASIN PER RCFCWCD STD NO. C13100, WITH U MODIFIED 'W' PER PLAN o NOTE: z 5 EA. TS303 o REMOVE CONCRETE BULKHEAD WORK CONTAINED WITHIN THESE PLANS oc� CONSTRUCT 6'X6'X6" PCC COLLAR W/#4 41 SHALL NOT COMMENCE UNTIL AN U EA. ¢ BARS AT 18" OCEW CENTERED ON MH COVER DIAL ENCROACHMENT PERMIT AND/OR A CONSTRUCT NO. 2 BACKING 1 Q �, BEFORE Two w❑RKIN DAYS BEFORE GRADING PERMIT HAS BEEN ISSUED. W > > W u.Y❑U DIG Y❑u DIG Q The private engiw signing these plans is resporsble for assuring the accuracy a U TOLL FREE 1-800-227-2600 and acceptablity of the i* hereon. In the event of dscrepancies arising Li CL A PUBLIC SERVICE B Y after cowty approval or i&g Ea structIon, the private engineer shad be w BY DATE w ¢ 0- U N D E R G R E U N D SERVICE ALERT respovndeterrr>fig on acceptable sdution Wrevising the plans far I nrrmnvnl bi hy th a rmnty ENGINEER ENGINEERS ESTIMATE OF QUANTIT GENERAL NOTES (CONT'D) 15.e BH -1 INDICATES SOIL BORING LOCATIONS BASED ON THE SOILS REPORT DATED 10108/2012. LOCATIONS SHOWN ARE APPROXIMATE. 16. "V" IS THE DEPTH OF CATCH BASINS MEASURED FROM THE TOP OF CURB TO INVERT OF CONNECTOR PIPE. 17. CATCH BASINS SHALL BE LOCATED SO THAT LOCAL DEPRESSION SHALL BEGIN AT EXISTING CURB RETURN JOINT, UNLESS OTHERWISE SPECIFIED. 18. ALL CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND OTHER EXISTING IMPROVEMENTS TO BE RECONSTRUCTED IN KIND AND AT THE SAME ELEVATION AND LOCATION AS THE EXISTING IMPROVEMENTS UNLESS OTHERWISE NOTED. 19. STANDARD DRAWINGS CALLED FOR ON THE PLAN AND PROFILE SHALL CONFORM TO DISTRICT STANDARD DRAWINGS UNLESS NOTED OTHERWISE. 20. THE CONTRACTOR IS REQUIRED TO CALL ALL UTILITY AGENCIES REGARDING TEMPORARY SHORING AND SUPPORT REQUIREMENTS FOR THE VARIOUS UTILITY LINES SHOWN ON THESE PLANS. 21. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. 22. APPROVAL OF THESE PLANS BY THE RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT DOES NOT RELIEVE THE DEVELOPER'S ENGINEER OF RESPONSIBILITY FOR THE ENGINEERING DESIGN. IF FIELD CHANGES ARE REQUIRED, IT WILL BE THE RESPONSIBILITY OF THE DESIGN ENGINEER TO MAKE THE NECESSARY CORRECTIONS. 23. THE CONTRACTOR OR DEVELOPER SHALL SECURE ALL REQUIRED ENCROACHMENT AND/OR STATE AND FEDERAL REGULATORY PERMITS PRIOR TO THE COMMENCEMENT OF ANY WORK. INDEX TITLE SHEET KEY MAPS AND STD DETAILS PLAN AND PROFILE LATERAL PROFILE RCFCWCD STANDARD DRAWINGS MH251 MANHOLE NO. 1 JS227 JUNCTION STRUCTURE NO. 2 M826 CABLE FENCE TS303 TRANSITION STRUCTURE NO. 3 RCTD STANDARD PLANS _ 300 CURB INLET CATCH BASIN 311 GUTTER DEPRESSION FOR CURB 1 EA. OPENING CATCH BASIN 6 EA. CALTRANS STANDARDS D89 PIPE CULVERT HEADWALL SHEET NO.: 1 2 3-7 8 GENERAL NOTES (CONT'D) 24. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-112 INCHES OVER THE REINFORCING AND INCREASED TO A MINIMUM OF 3-1/2 INCHES OVER REINFORCING FOR BOX CULVERT, WHEN DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE F'C=5,000 PSI FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND F'C=6,000 PSI FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. 2.5. CONSTRUCTION JOINTS FOR CALTRANS STANDARD REINFORCED CONCRETE BOX SHALL BE PLACED ACCORDING TO RCFC&WCD STANDARD DRAWING NO. BOX 401. ENGINEERS NOTE: ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON 1929 DATUM (SEE BENCHMARK) TIE-IN ELEVATIONS WITH TR. 30069 IP 040241 AND MS4006 IP 040073 HAVE BEEN ADJUSTED. ADJUSTMENT IS 2.45' SUBTRACTED FROM MS4006 AND TR. 30069 STREET IMPROVEMENTS PLANS TIE-IN ELEVATIONS FOR OPEN CHANNEL. MAINTENANCE RESPONSIBILITY: PIPES HAVING A INSIDE DIAMETER OVER 36 INCHES, INCLUDING APPURTENANT 'STRUCTURES, ARE TO BE INSPECTED AND MAINTAINED BY RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT (CATCH BASINS AND CONNECTOR PIPES SHALL BE MAINTAINED BY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT UNLESS OTHERWISE NOTED ON THE PLANS HEREIN). ALL OTHER STORM DRAIN PIPES AND APPURTENANT STRUCTURES ARE TO BE 3-7 3-5 7 23 3,5,6 3,5,6 6,7 INSPECTED AND MAINTAINED BY THE RIVERSIDE COUNTY DEPARTMENT OF TRANSPORTATION. LIMITS OF EACH JURISDICTIONS RESPONSIBILITY ARE SHOWN ON THESE PLANS. WATER QUALITY BASIN PIPES AND APPURTENANT STRUCTURES ARE TO BE MAINTAINED BY THE COUNTY CFD AS o SHOWN ON THE MS 4132 ROUGH GRADING PLAN. €� O A �E SEAL -ENGINEER BENCH MARK+ 1929 DATUM Q�,OFESSIp JLC Engineering & Consulting, Inc. 3'X" BRASS DISK SET FLUSH ON TOP OF CA C❑NC. POST AT INTERSECTI❑N OF `��cQ� STgy SLG WASHINGT❑N AVE. AND KELLER RD., 29' 36263 CALLS DE LOBO, MURRIETA, CA 92562 WEST OF CENTERLINE ❑F WASHINGT❑N w ' m PH. 951.304.9552 FAX 951.304.3568 AVE„ 25' NORTH OF KELLER RD„ 10' NORTH r NO. 59835 2 PREPARED BY R.OF A FENCE CORNER, 1' EAST OF FENCE, EXP. 12/31/17 C.E. N❑. 59835 BRASS DISK SET IN TOP ❑F 8" CONC. POST FPR, DATE �lgjFpC'A��FO�P DATE 11,h7 REVISIONSUP 14" AB❑VE GROUND MARKED X 311 —ZJE]5� L, CASTANEDA COUNTY F 1935 ELEV. 143113 =o �o _o c0 N O N I� N O� O e ti o N z� a MS 4132 (TRACT No. 30837) I.P. 070012 & 120001 SHEET NO, c J COUNTY OF RIVERSIDE STORM DRAIN IMPROVEMENT PLANS TITLE SHEET 1 ❑E 8 SHTS W.D. COUNTY9 FIUE N❑, 0.— p p JS227 TOTAL CFD CONSTRUCTION NOTE QTY. QTY. 10 CONSTRUCT 18" RCP (CLASS IV) 880 L.F. 130 L.F. O CONSTRUCT 24" RCP (CLASS IV) 1,600 L.F. - O CONSTRUCT CATCH BASIN PER RCTD STD No. 300 CALTRANS STD D89 2 g EA. - 25 CONSTRUCT JENSEN PRECAST DRAINAGE INLET 12 CONSTRUCT JS No. 2 PER RCFCWCD STD 4 EA. - GENERAL NOTES (CONT'D) 15.e BH -1 INDICATES SOIL BORING LOCATIONS BASED ON THE SOILS REPORT DATED 10108/2012. LOCATIONS SHOWN ARE APPROXIMATE. 16. "V" IS THE DEPTH OF CATCH BASINS MEASURED FROM THE TOP OF CURB TO INVERT OF CONNECTOR PIPE. 17. CATCH BASINS SHALL BE LOCATED SO THAT LOCAL DEPRESSION SHALL BEGIN AT EXISTING CURB RETURN JOINT, UNLESS OTHERWISE SPECIFIED. 18. ALL CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND OTHER EXISTING IMPROVEMENTS TO BE RECONSTRUCTED IN KIND AND AT THE SAME ELEVATION AND LOCATION AS THE EXISTING IMPROVEMENTS UNLESS OTHERWISE NOTED. 19. STANDARD DRAWINGS CALLED FOR ON THE PLAN AND PROFILE SHALL CONFORM TO DISTRICT STANDARD DRAWINGS UNLESS NOTED OTHERWISE. 20. THE CONTRACTOR IS REQUIRED TO CALL ALL UTILITY AGENCIES REGARDING TEMPORARY SHORING AND SUPPORT REQUIREMENTS FOR THE VARIOUS UTILITY LINES SHOWN ON THESE PLANS. 21. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. 22. APPROVAL OF THESE PLANS BY THE RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT DOES NOT RELIEVE THE DEVELOPER'S ENGINEER OF RESPONSIBILITY FOR THE ENGINEERING DESIGN. IF FIELD CHANGES ARE REQUIRED, IT WILL BE THE RESPONSIBILITY OF THE DESIGN ENGINEER TO MAKE THE NECESSARY CORRECTIONS. 23. THE CONTRACTOR OR DEVELOPER SHALL SECURE ALL REQUIRED ENCROACHMENT AND/OR STATE AND FEDERAL REGULATORY PERMITS PRIOR TO THE COMMENCEMENT OF ANY WORK. INDEX TITLE SHEET KEY MAPS AND STD DETAILS PLAN AND PROFILE LATERAL PROFILE RCFCWCD STANDARD DRAWINGS MH251 MANHOLE NO. 1 JS227 JUNCTION STRUCTURE NO. 2 M826 CABLE FENCE TS303 TRANSITION STRUCTURE NO. 3 RCTD STANDARD PLANS _ 300 CURB INLET CATCH BASIN 311 GUTTER DEPRESSION FOR CURB 1 EA. OPENING CATCH BASIN 6 EA. CALTRANS STANDARDS D89 PIPE CULVERT HEADWALL SHEET NO.: 1 2 3-7 8 GENERAL NOTES (CONT'D) 24. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-112 INCHES OVER THE REINFORCING AND INCREASED TO A MINIMUM OF 3-1/2 INCHES OVER REINFORCING FOR BOX CULVERT, WHEN DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE F'C=5,000 PSI FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND F'C=6,000 PSI FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. 2.5. CONSTRUCTION JOINTS FOR CALTRANS STANDARD REINFORCED CONCRETE BOX SHALL BE PLACED ACCORDING TO RCFC&WCD STANDARD DRAWING NO. BOX 401. ENGINEERS NOTE: ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON 1929 DATUM (SEE BENCHMARK) TIE-IN ELEVATIONS WITH TR. 30069 IP 040241 AND MS4006 IP 040073 HAVE BEEN ADJUSTED. ADJUSTMENT IS 2.45' SUBTRACTED FROM MS4006 AND TR. 30069 STREET IMPROVEMENTS PLANS TIE-IN ELEVATIONS FOR OPEN CHANNEL. MAINTENANCE RESPONSIBILITY: PIPES HAVING A INSIDE DIAMETER OVER 36 INCHES, INCLUDING APPURTENANT 'STRUCTURES, ARE TO BE INSPECTED AND MAINTAINED BY RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT (CATCH BASINS AND CONNECTOR PIPES SHALL BE MAINTAINED BY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT UNLESS OTHERWISE NOTED ON THE PLANS HEREIN). ALL OTHER STORM DRAIN PIPES AND APPURTENANT STRUCTURES ARE TO BE 3-7 3-5 7 23 3,5,6 3,5,6 6,7 INSPECTED AND MAINTAINED BY THE RIVERSIDE COUNTY DEPARTMENT OF TRANSPORTATION. LIMITS OF EACH JURISDICTIONS RESPONSIBILITY ARE SHOWN ON THESE PLANS. WATER QUALITY BASIN PIPES AND APPURTENANT STRUCTURES ARE TO BE MAINTAINED BY THE COUNTY CFD AS o SHOWN ON THE MS 4132 ROUGH GRADING PLAN. €� O A �E SEAL -ENGINEER BENCH MARK+ 1929 DATUM Q�,OFESSIp JLC Engineering & Consulting, Inc. 3'X" BRASS DISK SET FLUSH ON TOP OF CA C❑NC. POST AT INTERSECTI❑N OF `��cQ� STgy SLG WASHINGT❑N AVE. AND KELLER RD., 29' 36263 CALLS DE LOBO, MURRIETA, CA 92562 WEST OF CENTERLINE ❑F WASHINGT❑N w ' m PH. 951.304.9552 FAX 951.304.3568 AVE„ 25' NORTH OF KELLER RD„ 10' NORTH r NO. 59835 2 PREPARED BY R.OF A FENCE CORNER, 1' EAST OF FENCE, EXP. 12/31/17 C.E. N❑. 59835 BRASS DISK SET IN TOP ❑F 8" CONC. POST FPR, DATE �lgjFpC'A��FO�P DATE 11,h7 REVISIONSUP 14" AB❑VE GROUND MARKED X 311 —ZJE]5� L, CASTANEDA COUNTY F 1935 ELEV. 143113 =o �o _o c0 N O N I� N O� O e ti o N z� a MS 4132 (TRACT No. 30837) I.P. 070012 & 120001 SHEET NO, c J COUNTY OF RIVERSIDE STORM DRAIN IMPROVEMENT PLANS TITLE SHEET 1 ❑E 8 SHTS W.D. COUNTY9 FIUE N❑, 0.— p p JS227 14 CONSTRUCT MH No. 1 PER RCFCWCD STD 8 EA. MH251 16 CONSTRUCT GUTTER DEPRESSION 10 EA. FOR CURB OPENING 20 CONSTRUCT OUTLET STRUCTURE PER CALTRANS STD D89 2 EA. 25 CONSTRUCT JENSEN PRECAST DRAINAGE INLET MODEL D12436 (OR APPROVED EQUAL) — 6 EA. 34 CONSTRUCT MODIFIED CURB INLET CATCH — 1 EA. BASIN PER RCFCWCD STD NO. C13100, WITH MODIFIED 'W' PER PLAN CONSTRUCT TS No. 3 PER RCFCWCD STD 36 5 EA. TS303 40 REMOVE CONCRETE BULKHEAD 1 EA. CONSTRUCT 6'X6'X6" PCC COLLAR W/#4 41 1 EA. BARS AT 18" OCEW CENTERED ON MH COVER 42 CONSTRUCT NO. 2 BACKING 1 EA. GENERAL NOTES (CONT'D) 15.e BH -1 INDICATES SOIL BORING LOCATIONS BASED ON THE SOILS REPORT DATED 10108/2012. LOCATIONS SHOWN ARE APPROXIMATE. 16. "V" IS THE DEPTH OF CATCH BASINS MEASURED FROM THE TOP OF CURB TO INVERT OF CONNECTOR PIPE. 17. CATCH BASINS SHALL BE LOCATED SO THAT LOCAL DEPRESSION SHALL BEGIN AT EXISTING CURB RETURN JOINT, UNLESS OTHERWISE SPECIFIED. 18. ALL CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND OTHER EXISTING IMPROVEMENTS TO BE RECONSTRUCTED IN KIND AND AT THE SAME ELEVATION AND LOCATION AS THE EXISTING IMPROVEMENTS UNLESS OTHERWISE NOTED. 19. STANDARD DRAWINGS CALLED FOR ON THE PLAN AND PROFILE SHALL CONFORM TO DISTRICT STANDARD DRAWINGS UNLESS NOTED OTHERWISE. 20. THE CONTRACTOR IS REQUIRED TO CALL ALL UTILITY AGENCIES REGARDING TEMPORARY SHORING AND SUPPORT REQUIREMENTS FOR THE VARIOUS UTILITY LINES SHOWN ON THESE PLANS. 21. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. 22. APPROVAL OF THESE PLANS BY THE RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT DOES NOT RELIEVE THE DEVELOPER'S ENGINEER OF RESPONSIBILITY FOR THE ENGINEERING DESIGN. IF FIELD CHANGES ARE REQUIRED, IT WILL BE THE RESPONSIBILITY OF THE DESIGN ENGINEER TO MAKE THE NECESSARY CORRECTIONS. 23. THE CONTRACTOR OR DEVELOPER SHALL SECURE ALL REQUIRED ENCROACHMENT AND/OR STATE AND FEDERAL REGULATORY PERMITS PRIOR TO THE COMMENCEMENT OF ANY WORK. INDEX TITLE SHEET KEY MAPS AND STD DETAILS PLAN AND PROFILE LATERAL PROFILE RCFCWCD STANDARD DRAWINGS MH251 MANHOLE NO. 1 JS227 JUNCTION STRUCTURE NO. 2 M826 CABLE FENCE TS303 TRANSITION STRUCTURE NO. 3 RCTD STANDARD PLANS _ 300 CURB INLET CATCH BASIN 311 GUTTER DEPRESSION FOR CURB 1 EA. OPENING CATCH BASIN 6 EA. CALTRANS STANDARDS D89 PIPE CULVERT HEADWALL SHEET NO.: 1 2 3-7 8 GENERAL NOTES (CONT'D) 24. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-112 INCHES OVER THE REINFORCING AND INCREASED TO A MINIMUM OF 3-1/2 INCHES OVER REINFORCING FOR BOX CULVERT, WHEN DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE F'C=5,000 PSI FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND F'C=6,000 PSI FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. 2.5. CONSTRUCTION JOINTS FOR CALTRANS STANDARD REINFORCED CONCRETE BOX SHALL BE PLACED ACCORDING TO RCFC&WCD STANDARD DRAWING NO. BOX 401. ENGINEERS NOTE: ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON 1929 DATUM (SEE BENCHMARK) TIE-IN ELEVATIONS WITH TR. 30069 IP 040241 AND MS4006 IP 040073 HAVE BEEN ADJUSTED. ADJUSTMENT IS 2.45' SUBTRACTED FROM MS4006 AND TR. 30069 STREET IMPROVEMENTS PLANS TIE-IN ELEVATIONS FOR OPEN CHANNEL. MAINTENANCE RESPONSIBILITY: PIPES HAVING A INSIDE DIAMETER OVER 36 INCHES, INCLUDING APPURTENANT 'STRUCTURES, ARE TO BE INSPECTED AND MAINTAINED BY RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT (CATCH BASINS AND CONNECTOR PIPES SHALL BE MAINTAINED BY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT UNLESS OTHERWISE NOTED ON THE PLANS HEREIN). ALL OTHER STORM DRAIN PIPES AND APPURTENANT STRUCTURES ARE TO BE 3-7 3-5 7 23 3,5,6 3,5,6 6,7 INSPECTED AND MAINTAINED BY THE RIVERSIDE COUNTY DEPARTMENT OF TRANSPORTATION. LIMITS OF EACH JURISDICTIONS RESPONSIBILITY ARE SHOWN ON THESE PLANS. WATER QUALITY BASIN PIPES AND APPURTENANT STRUCTURES ARE TO BE MAINTAINED BY THE COUNTY CFD AS o SHOWN ON THE MS 4132 ROUGH GRADING PLAN. €� O A �E SEAL -ENGINEER BENCH MARK+ 1929 DATUM Q�,OFESSIp JLC Engineering & Consulting, Inc. 3'X" BRASS DISK SET FLUSH ON TOP OF CA C❑NC. POST AT INTERSECTI❑N OF `��cQ� STgy SLG WASHINGT❑N AVE. AND KELLER RD., 29' 36263 CALLS DE LOBO, MURRIETA, CA 92562 WEST OF CENTERLINE ❑F WASHINGT❑N w ' m PH. 951.304.9552 FAX 951.304.3568 AVE„ 25' NORTH OF KELLER RD„ 10' NORTH r NO. 59835 2 PREPARED BY R.OF A FENCE CORNER, 1' EAST OF FENCE, EXP. 12/31/17 C.E. N❑. 59835 BRASS DISK SET IN TOP ❑F 8" CONC. POST FPR, DATE �lgjFpC'A��FO�P DATE 11,h7 REVISIONSUP 14" AB❑VE GROUND MARKED X 311 —ZJE]5� L, CASTANEDA COUNTY F 1935 ELEV. 143113 =o �o _o c0 N O N I� N O� O e ti o N z� a MS 4132 (TRACT No. 30837) I.P. 070012 & 120001 SHEET NO, c J COUNTY OF RIVERSIDE STORM DRAIN IMPROVEMENT PLANS TITLE SHEET 1 ❑E 8 SHTS W.D. COUNTY9 FIUE N❑, 0.— p p Q Z LDH Q LLJ z Q Q Q Q a ry W Q m z z z z � � Z a U � M J W Lq ry Q U_ J W I 100 0 100 200 z I p U ED) scole 1"= 100' feet o ¢ PARK SITE W .'.� z WLD o WORK CONTAINED WITHIN THESE PLANS ovvvvvvvWvv~SHALL H H U z DIAL W ENCROACHMENT PERMIT AND/OR A BEFORE W GRADING PERMIT HAS BEEN ISSUED, f W > U YOU DIG Y❑u D1G Gl p The private errclineer si* these plans is responsVe for assy* the accsa rp, U TOLL F R E E 1-800-227-2600 and acceptaWity of the design hereon. In the event of discrepancies v&g U a_ A PUBLIC SERVICE B Y after county approval or during construc4, the Private en*w shall be x ¢ o UNDERGROUND SERVICE ALERT W I 100 0 100 200 z I p U ED) scole 1"= 100' feet KEY MAP MRK I BY I BATE ENGINEER VISI(1N5 SEAL -ENGINEER QRpFESSIO,y �� Engineering & Consulting, Inc. 4� L• CASTq�F V 0 0 $ 36263 CALLE DE LOBO, MURRIETA, CA 92562 71 > ND. 59835 P PH. 951.304.9552 FAX 951.304.3568 EXP. 12/31/17 PREPARED BY, R,C,E, NO, 59835 APPR, DATE slgTFOF CIAl1E0�� '1 DATE CDTY JOSEPH E. CASTANEDA 100=124.4 CFS; BENCH MARK: 1929 DATUM 3%' BRASS DISK SET FLUSH ON TOP OF CONC. POST AT INTERSECTION OF WASHING I ❑N AVE, AND KELLER RD , 29' WEST ❑F CENTERLINE OF WASHINGTON AVE„ 25' NORTH OF KELLER RD, 10' NORTH OF A FENCE CORNER, 1' EAST OF FENCE, BRASS DISK SET IN TOP ❑F 8" C❑NC, POST UP 14" ABOVE GROUND MARKED X 311 1935 ELEV. 143113 MS 4132 (TRACT No. 30837) I.P. 070012 & 120001 COUNTY OF RIVERSIDE STORM DRAIN IMPROVEMENT PLANS KEY MAP SHEET NO, 2 2 ❑F $ SHTS W.O. COUNTY gi(f _. i pp FILE NO. � o NOTE; z o WORK CONTAINED WITHIN THESE PLANS ovvvvvvvWvv~SHALL NOT COMMENCE UNTIL AN U Q DIAL ENCROACHMENT PERMIT AND/OR A BEFORE Two RK DAYS BEFORE GRADING PERMIT HAS BEEN ISSUED, W > W � YOU DIG Y❑u D1G Gl p The private errclineer si* these plans is responsVe for assy* the accsa rp, U TOLL F R E E 1-800-227-2600 and acceptaWity of the design hereon. In the event of discrepancies v&g U a_ A PUBLIC SERVICE B Y after county approval or during construc4, the Private en*w shall be x ¢ a UNDERGROUND SERVICE ALERT respar For drdng an acceptaNe sdutron and revi g the dans for aooroval al b by the courtcounty, KEY MAP MRK I BY I BATE ENGINEER VISI(1N5 SEAL -ENGINEER QRpFESSIO,y �� Engineering & Consulting, Inc. 4� L• CASTq�F V 0 0 $ 36263 CALLE DE LOBO, MURRIETA, CA 92562 71 > ND. 59835 P PH. 951.304.9552 FAX 951.304.3568 EXP. 12/31/17 PREPARED BY, R,C,E, NO, 59835 APPR, DATE slgTFOF CIAl1E0�� '1 DATE CDTY JOSEPH E. CASTANEDA 100=124.4 CFS; BENCH MARK: 1929 DATUM 3%' BRASS DISK SET FLUSH ON TOP OF CONC. POST AT INTERSECTION OF WASHING I ❑N AVE, AND KELLER RD , 29' WEST ❑F CENTERLINE OF WASHINGTON AVE„ 25' NORTH OF KELLER RD, 10' NORTH OF A FENCE CORNER, 1' EAST OF FENCE, BRASS DISK SET IN TOP ❑F 8" C❑NC, POST UP 14" ABOVE GROUND MARKED X 311 1935 ELEV. 143113 MS 4132 (TRACT No. 30837) I.P. 070012 & 120001 COUNTY OF RIVERSIDE STORM DRAIN IMPROVEMENT PLANS KEY MAP SHEET NO, 2 2 ❑F $ SHTS W.O. COUNTY gi(f _. i pp FILE NO. � Q w Z LD 0 l � Q 1 'Q^ V l Q r Q W Gq Q � Z z ~ z z v ::D o W LD M Ld as ry U J Li `t LLJ —17 z H W W V ='n z C) Q Nx V / I..L > � � Z O o U Q Q r) W LJ > U Q O F- Q� U U Q LSI p_ a m ¢ CL TO RDDSMT ; k 3.l PA AY DRAIN 411( N LINE W013 P R 30837 SEE SHEET 7 SYRk 1 ,n /IMPROVEMENT "ANS SHEET 9 e' N W cn �_ T 88 = r cv w 26+69.64 CB19' o o o �z END OF PIPES 16 i i QC) O 3 .... .. ' 3, o II cn � ad 7 _.'t / 2 Z to cn � � —00 / 2p . 88 ti +�� Ln l EAS ( A, N20'1 6'08"E 25+82.31 EC � TR. 308A TR. 30837 i I r 0 fl/ a. N89°23'33"E a� 89 INT SD LINE E 25+16.18` =1+00.00 SD LAT WQ13 12 l' SEE TABLE ON SHT 9 90 88 rIr DD, p O NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN DIAL Two w❑RKTN ENCROACHMENT PERMIT AND/OR A BEFORE DAYS BEFORE GRADING PERMIT HAS BEEN ISSUED, YOU DIG You DIG The private engineer signing these plans is respalsinle for asses Waccuracy TOLL FREE 1-800-22J-2600 and acceptalAlity of the design hereof~ In the event of kcrepancles arising A PUBLIC SERVICE BY after county approval or durirg construction, the private engineer shall be UNDERGROUND SERVICE ALERT reW5be f or deter*hg an acceptalie sdutbn and revfjn the pions for Owroval by the County, MARK I BY I DATE ENGINEER PLAN SD CL CURVE DATA CURVE I DELTA I R�LENGTH I TANGENTI PI COORDINATE Q 1 69-07'25"1 22.501 27.141 15. 501 N34088.96; E60135.59 N 1 40 0 40 80 scale 1 »= 40' feet SEAL—ENGINEEJILC QROFESS/0N Engineering & Consulting, Inc. �QF�� CgsT�yl 0 o y 36263 CALLS DE LOBO, Nit;RRIFTA, CA 92562 No. 59835 P11. 954.304.9552 FAX 951.304.3568 EXP. 12/31/17 PREPARED BY1 R,C,E, NO, 59835 APPR DATE�l9 CIVIC �P_�r'%cam REVISENS TF OF CA��`'�R DATE CUATY ❑S PH L. C STANEDA CONSTRUCTION NOTES CONSTRUCT 24" RCP (CLASS IV) O9 - CONSTRUCT CATCH BASIN PER RCTD STD No. 300 16 CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING (25 -CONSTRUCT JENSEN PRECAST DRAINAGE INLET MODEL DI2436 (OR APPROVED EQUAL) (4p—REMOVE CONCRETE BULKHEAD BENCH MARK: 1929 DATUM 3A' BRASS DISK SET FLUSH UN TEP OF C❑NC, POST AT INTERSECTI❑N OF WASHINGTON AVE AND KELLER RD., 29' WEST ❑F CENTERLINE OF WASHINGT❑N AVE., 25' NORTH OF KELLER RD., 10' NORTH ❑F A FENCE CORNER, 1' EAST OF F LNCL, BRASS DISK SET TN TOP ❑F 8" CONC POST UP 14" ABOVE L,RUUND MARKED X 311 1935 ELF V. 1431.13 MS 4132 (TRACT No. 30837) I.P. 070012 & 120001 COUNTY OF RIVERSIDE STORM DRAIN IMPROVEMENT PLANS WASHINGTON STREET SHEET NO, I o -- 3 3 LINE E STA. 18+00.00 TO 26+58.63 13 OF 8 SHTS W.D. COUNTY 9& 0 � PP FILE N❑. CONNECT TO EXISTING 48" SD %.-J z RADIUS 3 FUTURE R/W PROTECT IN PLACE MS 4006 IP 040241 Li 13.40 w . U © 48°11'21 PROTECT IN PLACE. 10.06 N35270.17; E59600.11 © 48°11'21 w ' _--- 10.06 N35265.60; E59619.71 ¢ WASHINGTON STREET N8. 59835 z EXP, 12/31/17 ,f OF A FENCE CORNER, 1' EAST OF FENCE, LINE F STA. 10+00.00 TO 16+50.00 PREPARED BY: R.C.E. N❑, 59835 scale1 "= 40' feet " ry DATE 4!/��% o W. 0. COUNTY > � w z p ¢ q 0 JEISEPH L. CASTANEDA / �+ o 2„.. t - — - --- -i-- — o -. NOTE1 z o WORK CONTAINED WITHIN THESE PLANS o 11 Q Z ,O pd�arn.” DIALENCROACHMENT PERMIT AND/OR A Q RKIN TWD :B"E BEFORE �� DAYSFOREU GRADING PERMIT HAS BEEN ISSUED. w > E zOP — ---� - Q EX The private engneer sign'rig these Gans is response for assuring the accuracy DY U o....................._ ad acceptability of the deign hereon, 1n the event of discrep rcies ariAng �.. o' A PUBLIC SERVICE B Y ....... ... _._ ... c� IL Lj e,._.... �. _ . - -- LD M • __ _ EX 48" STORM D RAIN .................. PER MS 4006 .... _ T IP0400733 J o' a ¢ w z � %.-J z RADIUS 3 TANGENT PI COORDINATE 34°07'19" Li 13.40 w N35683.97; E59373.81 © 48°11'21 PLAN 18.92 10.06 N35270.17; E59600.11 © 48°11'21 40 0 40 80 18.92 10.06 N35265.60; E59619.71 ¢ WASHINGTON STREET N8. 59835 z EXP, 12/31/17 ,f OF A FENCE CORNER, 1' EAST OF FENCE, LINE F STA. 10+00.00 TO 16+50.00 PREPARED BY: R.C.E. N❑, 59835 scale1 "= 40' feet " ry DATE 4!/��% o W. 0. COUNTY > � w z p FILE NO, 0 JEISEPH L. CASTANEDA 0 O o NOTE1 z o WORK CONTAINED WITHIN THESE PLANS o v� SHALL NOT COMMENCE UNTIL AN U DIALENCROACHMENT PERMIT AND/OR A Q RKIN TWD :B"E BEFORE �� DAYSFOREU GRADING PERMIT HAS BEEN ISSUED. w > w YOU DIG YC]DIG Q The private engneer sign'rig these Gans is response for assuring the accuracy DY U TOLL FREE 1-800-227-2600 ad acceptability of the deign hereon, 1n the event of discrep rcies ariAng w IL a A PUBLIC SERVICE B Y after city approval ging canstructron, the priaate engF�er shot[ 6e KWK BY DATE APPR, DATE ¢ IL U N D E R G R 0 U N D SERVICE ALERT ftgv*e or detm king an Aution and rev* Ore palam for EN6It ER REVISITS COUNTY oval the county. L0 .F_ W 10 n 'T W'LY R/W INFORMATIONAL NOTE ALL X—SECTIONS TAKEN LOOKING DOWN STREAM STORM DRAIN ALIGNMENT WITHIN WASHINGTON STREET MODIFIED FROM COUNTY STANDARD #817 IN ORDER TO AVOID CONFUCT WITH RAISED MEDIAN 83' 8' 10' 8' 6 51 2% 2% � 4' MIN. COVER FACE OF CURB 7, EX 12"WATER W'LY R/W 8' 10' 8' 6' AMAX 2% 4' FACE OF CUR MEET EXIST. GROUND VARIES (55' MIN. VARIES 4.5'-24.5'1 24" STORM DRAIN 14' SECTION AT STATION 12+50.00 TYPICAL FROM STA 10+31.37 EC TO STA 14+86.04 BC 20 0 20 40 scale 1 "= 20' feet RN a AIN. COVER 7' 1EX8"WATER EXISTING E'LY R/W 148' E'LY R/W 6 5' 51 6p 8' 2% 2%MAX 22 `- MAX. 24"STORM DRAIN SECTION AT STATION 15+66.00 TYPICAL FROM STA 15+23.89 EC TO STA 16+50.00 20 0 20 40 scale 1 "= 20' feet ALU 1IUlN I-6" CLASS B ASPHALT 6 #4 EW EQUALLY CONCRETE SECTION SPACED MANHOLE NO. 2 WITH CONCRETE PAD - DETAIL SCALE: 1"=2' CONSTRUCTION NOTES SD CL CURVE DATA ,. CURVE DELTA RADIUS LENGTH TANGENT PI COORDINATE 34°07'19" 22.50 13.40 6.91 N35683.97; E59373.81 © 48°11'21 22.50 18.92 10.06 N35270.17; E59600.11 © 48°11'21 22.50 18.92 10.06 N35265.60; E59619.71 CONSTRUCT 24 RCP (CLASS IV) 12 CONSTRUCT JS No. 2 PER RCFCWCD STD No. JS227 14K—_CONSTRUCT MH No. 1 PER RCFCWCD STD No. MH251 41 CONSTRUCT 6'X6'X6' CONCRETE PAD W/ #4 BARS AT 18" O.C.,E.W. CENTERED ON MH COVER PER DETAILS HEREON. SEAL—ENGINEER �� BENCH MARK: 1929 DATUM MS 4132 (TRACT No. 30837) I.P. 070012 & 120001 QROFESS/pN CASTq�a<-,�y �riglneering & Consulting, Inc. 3X" BRASS DISK SET FLUSH ON TOP OF ST AT INTERSECTION [IF COUNTY RIVERSIDE HICENTERLINE AND o R 36263 carrE ur Ioso, MCRRIETA, ca 92562 WS❑❑F WASHINGTON STORM DRAIN IMPROVEMENT A r ' m P11.951.304.9552 FAX 951.304.3568 AVE., 25' NORTH OF KELLER RD„ 10' NORTH WASHINGTON STREET N8. 59835 z EXP, 12/31/17 ,f OF A FENCE CORNER, 1' EAST OF FENCE, LINE F STA. 10+00.00 TO 16+50.00 PREPARED BY: R.C.E. N❑, 59835 BRASS DISK SET IN TOP ❑F 8" CONC. P❑ST JT CIVIL O� gTFOF DATE 4!/��% UP 14" ABOVE GROUND MARKED X 311 W. 0. COUNTY CA FILE NO, JEISEPH L. CASTANEDA . 1935 ELEV, 1431,13 0 0 0 z SHEET NO, o 0 II A `_'J _CONSTRUCT 18" RCP (CLASS IV) 22 --CONSTRUCT 24" RCP (CLASS IV) W , -... SHT T _ JS No. 2 PER RCFCWCD STD JS227 14 CONSTRUCT 4 16 CONSTRUCT ,. UL �f�1 CATCH BASIN PER RCTD STD No. 311 25 —CONSTRUCT EI D12436 (OR APPROVED EQUAL) 36 CONSTRUCT TS No. 3 PER RCFCWCD STD NO. TS303. SEE TABLE ON SHEET 8. i Q FOR PROFSEE ILE 40.381 21.671 N34972.10; E59850.31 AT WQ 15 v. � SEE RIGHT rH 1 — -LAT --SEE mFUR Q 2b .� .. _. _ ra Ln o 2 _ . ^ �� 1 1 C.019PCI Ln Li q + �A3 17 18 N28'40' ' ' z 2 � + z o o 00 Z OO L N r ..__.. --. S p V) rri �� + ----- - W N o=¢ = ---�. _� O_Q O-= 11 _ 1KJ H- z Cn �`-¢`n °0Ln � �� O �a PL rn _� +� + �� v=im CIO 1.t. W_+ 1.1� V ! 0 LD M al W W Z �...... }- W Q I -� Li _.. a0 rn o�C1 ......... o✓ v W Q J o ,— V) cn LA_ W � F- w Z i- t _. », .._m... '-' _ oocn 1 W zQ z.. €. �<.z� U1 (n { _ J J .... ... .. ......... W z z 14 _ =� 14 !c� V)__14 w W -- rte" z = (.n &J c� : z z ,_, H Z Z Z w C � INT WASHINGTON ST. 44+29.08 w I- v -, INT AUTUMN GLEN CIRCLE 10+00.( AUTUMN GLEN CIRCLE Q� oPLAN 40 0 40 w w o Zp Q O scale 1 "= 40' U a NOTE: z WORK CONTAINED WITHIN THESE PLANS o V) SHALL NOT COMMENCE UNTIL AN U Q DIAL ENCROACHMENT PERMIT AND/OR A w BES❑RE Tw❑ waRl<rN GRADING PERMIT HAS BEEN ISSUED, DAYS BEFORE > U Y❑U DIG You DIG Lx The private 91M these on is respmsbe for assuring the accuracy v T❑ L L FREE 1— 8 0 0— 2 2 7— 2 6 0 0 and acceptobl the design hereon. In event of dis�epors arisrg w n x A PUBLIC SERVICE BY °f Cwty a 01 aI or construction, i shall MARK Br 1#�TE lr ¢ a UNDERGROUND SERVICE ALERT respansble for deterrk*g on acceptable sdution v4 re* the dans for val by the cuty. ENGIh ER REVISIONS APPR DATE COUNTY SEAL—ENGINEER INFORMATIONAL NOTE ALL X—SEC11ONS TAKEN LOOKING DOWN STREAM STORM DRAIN ALIGNMENT WITHIN WASHINGTON STREET MODIFIED FROM COUNTY STANDARD #817 IN ORDER TO AVOID CONFLICT WITH RAISED MEDIAN W'LY R/W 148' E'LY R/W 83' 65' 8' 10' 8' 6' 44' 7' 7' 44 ' 8' O.G. 2% 2% - 2%MAX 1 t — — _ � AX. 4' MIN. COVER FACE OF CURB 12"WATER „ 8 SE 1 24' 24 STORM DRAIN 14' I _ 15' SECTION AT STATION 18+25.00 TYPICAL FROM STA 16+50.00 TO STA 22+01.85 PRC 20 0 20 40 scale 1 "= 20' feet CONSTRUCTION NOTES `_'J _CONSTRUCT 18" RCP (CLASS IV) 22 --CONSTRUCT 24" RCP (CLASS IV) 99 CONSTRUCT CATCH BASIN PER RCTD STD No. 300 12 CONSTRUCT JS No. 2 PER RCFCWCD STD JS227 14 CONSTRUCT MH No. 1 PER RCFCWCD STD No. MH251 16 CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER RCTD STD No. 311 25 —CONSTRUCT JENSEN PRECAST 24"X36" GRATE INLET MODEL D12436 (OR APPROVED EQUAL) 36 CONSTRUCT TS No. 3 PER RCFCWCD STD NO. TS303. SEE TABLE ON SHEET 8. CUVEECOURT SD CL CURVE DATA WQ14,159 18 PLAN CURVE DELTA RADIUS LENGTH TANGENT PI COORDINATE 10°12'22" 1929.00 343.61 144.79 N34838.17; E59853.46 © 89"12'11" 22.50 35.03 22.19 N34681.36; E59910.81 r 61'23'44" 45.00 SD CL CURVE DATA WQ14,159 18 PLAN CURVE DELTA RADIUS LENGTH TANGENT PI COORDINATE 10°12'22" 1929.00 343.61 144.79 N34838.17; E59853.46 © 89"12'11" 22.50 35.03 22.19 N34681.36; E59910.81 © 61'23'44" 45.00 48.22 26.72 N34702.43; E59971.01 Q 61-24'04", 45.00 40.381 21.671 N34972.10; E59850.31 BENCH MARK; 1929 DATUM JLC Engineering & Consulting, Inc. 3," BRASS DISK SET FLUSH ON T❑P OF CONC. POST AT INTERSECTI❑N OF WASHINGTON AVE. AND KELLER RD„ 29' 36263 CALLE DE LOBO, MURRIETA, CA 92562 WEST OF CENTERLTNF OF WASHINGTON PH. 951.304.9552 FAX 951.304.3568 AVE., 25' NORTH OF KELLER RD., 10' NORTH PREPARED BY: R.C.E. NO. 59835 OF A FENCE CORNER, 1' EAST OF FENCE, BRASS DISK SET IN TOP OF B' CONC. POST DATE 9 / ,' UP 14" ABOVE GROUND MARKED X 311 J❑SE H L. CASTANEDA 1935 ELEV 143113 W cD 0 e MS 4132 (TRACT No. 30837) I.P. 070012 & 120001 SHEET NO. COUNTY OF RIVERSIDE 5 STORM DRAIN IMPROVEMENT PLANS WASHINGTON STREET LINE F STA. 16+50.00 TO 22+54.78 5 ❑F $ SHTS W.G. COUNTY FILE N0. 9(*" PP All uui I\7i I IT'7L.JU T of 1 u� t : �� ::. `" CN1- _ � � �t- H - 9.17: car- 1460:05, TCS .- CB 2 00 - co 1459.82 FG oo PREiPOSE - FS ,- H _ 8.3.6... 9 D W_ 27 -- _ � �- ,- R OS D FS 1459.54 T 44M .� 7:6.3 0 m nnr\r�i-\r-ern rem ' < - ----- w ACCESS ROAD ' ' Brio+ 3 u, \ ST EET IMPROVt�T Y'°€ 11 110 PLA S EET 4 w PER GRADING PLANS U .......... n1l", W I. 40 0 40 80 > o � z o LENGTH TANGENT PI COORDINATE 11'38'42" � 9.15' o N35295.99; E60323.55 z 12'53'56" 45.00' 10.13' o N35144.88; E60332.28 © 82'18'26" 45.00' 64.64' 39.33' N35101.46; E60355.40 JENSEN 44'12'51" a � w Q N35102.34; E60368.30 \w > o U � 1: U 36 IL U w Q� �.. a_ ¢ a CL CURVE DELTA RADIUS LENGTH TANGENT PI COORDINATE 11'38'42" 45.00' 9.15' 4.59' N35295.99; E60323.55 © 12'53'56" 45.00' 10.13' 5.09' N35144.88; E60332.28 © 82'18'26" 45.00' 64.64' 39.33' N35101.46; E60355.40 JENSEN 44'12'51" 22.50' 17.36' 9.14' N35102.34; E60368.30 \I VJ \J \✓VIVJ II11V%1[ VV 1 1l IN VLI IN 1VI\ VVI\L.J VI LIYIIYV �W SEE TABLE CATCH BASIN PER RCTD STD 3110 Z a 20 CONSTRUCT OUTLET STRUCTURE PER NOTES CALTRANS STD D89. D=24", H=3'-8", L=8'-6"� 259—CONSTRUCT JENSEN PRECAST DRAINAGE INLET MODEL D12436 (OR APPROVED EQUAL) o 36 CONSTRUCT TS NO. 3 PER RCFCWCD STD TS303 �.. scale 1"= 40' feet SEE TABLE ON SHEET 8. Z a NOTES SEAL -ENGINEER BENCH MARK: 1929 DATUM SHEET N❑, o MS 4132 (TRACT No. 30837) I.P. 070012 & 120001 WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN QROFESSiCN & Consulting, Inc. 3�' BRASS DISK SET FLUSH ❑N T❑P ❑E AT INTERSECTION OF COUNTY OF RIVERSIDE ENCROACHMENT PERMIT AND/OR A CAS" Tgy �yc ��—��E,�nggiineering �►'' WASHINGTON GRADING PERMIT HAS BEEN ISSUED. `4``'��Q� o a z 36263 CALLE DE LOBO, MURRIETA, CA 92562 29' WEST OF CENTERLINE OF WASHINGTON STORM DRAIN IMPROVEMENT PLANS r ' y PH. 951.304.9552 FAX 951.304.3568 AVE., 25' NORTH OF KELLER RD„ 10' NORTH MUSCADELLE COURT NO. 59835 EXP, 12/31/17 PREPARED B Y I R. C, E. N ❑. 5 9 8 3 5 OF A FENCE CORNER, 1' EAST OF FENCE, BRASS DISK SET IN TOP OF e' CONC, POST Ir �� LINE D LAT D-1, LAT D-2, & LAT D-3 6 — ❑ F 8 S H T S The private engirreer slgruig these plans is respor>sbke for asaring the accuracy and acceptd1tty of the prem In the event of dscrepar�s arising UP 14' ABOVE GROUND MARKED X 311 , after county a proval a' Artg crostruction, the private mow shall be responsite � �terr�ng nn acceptable sdutron ord revving the dans for f ( BY I#�TE REVISI[BrS APPR, 1k1TE Jlq CN k �P T o f OF CA��F DATE g1/l/o)ILE Vol� COUNTY N❑. r r aoaroval by the county, ENGINEER CDTY J SEPH . CASTANEDA 1935 1LEV. 1431.13 tU14/4 14741 I VKM UKAIIV UIVLt�J V I MtK WIJt NUMU _- 1.457.2.5 _ TC _ �__ - — _ __ _ - __ _ ___ 0 �.-/— _ - I - - _.. a J .. 1470; .. c00 ....... ' 1..453.90 TW .... ' St ........ ...... .. .... _ 1470 o Q +ca . . lam .. MODIFIED -t8 � z .i N w _. __ _; __- A . _ � MH SH.I=T_13+11,78., ''j. _ 34 1466. U 1 ........... ........... ........ .: ;:. 14_ ,_ 1462; 83 RIM ... [-i 0 ,1 .. =5.8, W= 2.5 1446 - __-------- ------------ - _.---- ----------- _-__............. .. ......... _.. .----------------- -------. ..... ............ ....... .... 1466 COUNTY FILE N❑. �— v 1,466 ___ --- _ ____ __ _____ ........ _ ._. __.. -- _ _ __.: ._ ...... ... w c>. . m __ Z ____ ........ .... .... .. .... ........... ... ...... .......... ......................................... .... i .... X r��y-� r\ W.. .... ...... __.. .... ....... ...... ...._ �.. .. Ind _ .. " .. C) N r tD + -t ._..._._.._. .......... _ __-....... _ _ _._.................... _ . _ 1462 N EXISTING °'' ................... PROPOSED F GROUND --' -- ____ ............................................... _ _ d ........ ..... ..... .. 10+35..98 �,.._. � �.�� ......... � ....... ... _ 1458 ........ _ _ _ 1.457.2.5 _ TC _ �__ - — _ __ _ - __ _ ___ 0 �.-/— _ - I 1 458 __ _ _ _ 1450 RIP RAP > a J .. S� d c00 ....... ' 1..453.90 TW .... ' St " ""_. i _...� _ „_. ,. z o Q +ca . . lam y.— -...; ...... _ HGL - 1 � z .i N w �t-- .._ 1452.90 FS---' ''j. ac nLi U 1 1454: BIORETENTION BASIN s � i i 4 i iNt7•I � T� S 0,0050___..._..._ _.. �� .- O 6n- [-i 0 1454 .. z RADIUS - I HYDRAUGC DATA Q1oo = 1:74 cfs 1450 RIP RAP > ? 15°16'03" " © Vmax = 7.88 fps - - - - — - 1 AN� - P -R -PL- - .. ..........................r N34408.51; E60331.55 .. .. — . ... lam 6.35' N34471.15; E60429.22 y� : ----------- ----- ----------- . . ............. ._.... ....... ... _ ''j. W 17 - �C) U 1 N57"19'29"E ---- 3.32' — — — — ---- 1446 - __-------- ------------ - _.---- ----------- _-__............. .. ......... _.. .----------------- -------. W,❑, COUNTY FILE N❑. Li F F >> z 20 INT SANGIOVESE CIF q ----- A INT VITNER COURT lIJ Z fl w Y 3 f- Q ___ y. o_ 86 85 t Q Q ' q (/) q ii vt Z, + w ... LLJPa q i S) � m Q r WQ 13 r z 6` 13.0' _ _ 7.0'- N 00'15' 5„ z 4210'W X 1 Q'H X 1.1T 1 - 0 0. 2 BA KIS1' z ¢� za F21R/F? OVER P�T5.7' U 1�lC ASS II _ ILT BLANKET y r W LD M _jOVER wIIRAFIA W P4 i Q 110QN/15/300 �! FILTER CL PARKWAY DRAIN a �� . PER T 30837 w Q STRE IMPRO�MENT Li PLANS SHEET 9 z87 LD 3 Li W U LD Li oho p O NOTE: z o WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ED ¢ DIAL ENCROACHMENT PERMIT AND/OR A q N TWO W❑RKIN GRADING PERMIT HAS BEEN ISSUED, w W BEF❑RE DAYS BEFORE > U Y❑U DIG YOU DIG q p The private engineer *kq these plans is reT rrable for assurtg the accuracy L TOLL FREE t-800-227-2600 and acceptably of the design hereon, In the event of discrepancies orisrg Li UCL A PUBLIC SERVICE B Y after county approval or ding canstr� ctIon, the private enfter shall be MARK BY DATE ry Q 0— UNDERGROUND SERVICE ALERT �e deterrriiang an acceptable sdutbn and revisbig the �ars for val by the ceant , EKINEER VITNER COURT MEDOC DRIVE PLAN In 40 0 40 80 scale 1 "= 40' feet INFORMATIONAL NC ALL X -SECTIONS TAKEN LOOKING DOWN STREAM S'LY R/W 56' 10' 36' 6 18 18 F.G. - MAX 2: 1 2% 2 --^ . MAX. F.G. . 4 MIN. COVER 6' 6' FACE OF CURB 7 18" STORM DRAIN 8"WATER 8"SEWER N'LY R/W 10' 6, MAX SECTION AT STATION 12+00.00 WQ13 TYPICAL FROM STA 11+33.22 TO STA 13+65.75 BC 10 5 0 10 20 scale 1"= 10' feet SD CL CURVE DATA w-F.G. 2:1 AX. —F. G. CURVE DELTA/BEARING RADIUS LENGTH TANGENT PI COORDINATE A 15°16'03" 294.00' 78.34' 39.40' N34408.51; E60331.55 B 31'32'27" 22.50' 12.39' 6.35' N34471.15; E60429.22 C 31',32'27" 22.50' 12.39' 6.34' N34482.60; E60434.75 D N57"19'29"E ---- 3.32' — — — — ---- CONSTRUCTION NOTES DCONSTRUCT 18" RCP (CLASS IV) SEAL—ENGINEER OOFESSI0 9 � �. CAS9� > N0. 59835 y EXP, 12/31/17AF 0� CIO- �P gTFOF CA 14 CONSTRUCT MH No. 1 PER RCFCWCD STD S_ MH251 16 CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER RCTD STD 311 20 CONSTRUCT OUTLET STRUCTURE PER CALTRANS STD D89. D=18", H=3'-2", L=7.0' 34 CONSTRUCT MODIFIED CURB INLET CATCH BASIN PER RCFCWCD STD NO. C13100, WITH MODIFIED 'W' PER PLAN 42 CONSTRUCT NO. 2 BACKING SHEET NO, o 0 7 7 ❑F 8 SHTS (ap -0 PP SEAL—ENGINEER OOFESSI0 9 � �. CAS9� > N0. 59835 y EXP, 12/31/17AF 0� CIO- �P gTFOF CA �JIUC En neeCin & Consulting, Inc. � 36z63CALL> DF L()BO,3IURRIFTA,LA9z562 PH. 951.304.9552 FAX 951.304.3568 BENCH MARK: 1929 DATUM 3X' BRASS ISKSET FLUSH O ON TOP OF PAST AINTERSECTION F WASHINGTON AVE, AND KELLER RD., 29' WEST AE CENTERLINE OF WASIENGT❑NCD AVE„ 25' NORTH AF KELLER RD„ 10' NORTH A FENCE CORNER, 1' EAST [IF FENCE, BRASS DISK SET IN TOP OF 8' C❑NC, PUST UP 14" ABOVE GROUND MARKED X 311 1935 ELEV, 1431.13 MS 4132 (TRACT No. 30837) I.P. 070012 & 120001 COUNTY OF RIVERSIDE STORM DRAIN IMPROVEMENT PLANS SANGIOVESE CIRCLE WQ13 10+00.00 TO 14+35.98' PREPARED BY, R.C.E. N❑, 59835 / / DATE DATE 9 /! � 7 JOSEPH L. CASTANEDA REVISIONS W,❑, COUNTY FILE N❑. 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