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962oo_sd2RIVERSID COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT SAN BERNARDINO COUNTY_ __ rRIVERSIDE COUNTY / RIVERSIDE C VI s� CORONA LAKMATTHEWS 15 7 COUNTY cOUN ELSINORE P�F�UA T LO M M MURRIEA (SArD_lEG6 Cc TEMECI 16. � i 3;Gt JACINTO SAN DIEGO CO. VICINITY MAP NTS SECTION 24, TOWNSHIP 4 SOUTH, RANGE 4 WEST Ora 1 J7-1 LATERAL J-9 PE SD PLAN 4-935 PROD. NO. 4-0- J7 8H�-12 DESERT O HOT SPRINGS i �,A 8v3 w RN. COUItY SURVEY _ U n SI i FLUSH Uj _ Dont M%..Untd You 00 U.S.A. Tol F1rMe VC I- 1-800-227-2600 s for the tocdtton 0, of buried 1 Ir z usity lints. vftl sere gl. INDEX MAP '.. C) SPECIAL CONNECTION TO CATCH BASIN O r M 803 SCALE: 1 "=300' you ABBREVIATIONS AND SYMBOLS M 816 CONCRETE BULKHEAD we aw ",IS Baum old MANHOLE NO. 1 MH 252 MANHOLE NO. 2 MH 254 MANHOLE NO. 4 BENCH MARK PIPE BEDDING REVISIONS z MAINTENANCE RESPONSIBI 0 mamormUk7r smwmm amaw ma CALTRANS STANDARD DRAWINGS Womw IL LATERAL J7 STA. 25+87.13 - 32+51.74 SiA*a#lw M%W L STAUVAD WaJ%64 2.1 J7-1 STA. 10+00.00 - 12+33.03 RCTD LATERAL AMLW A'lk711A1'F.,ST ALONG A7iMW& TOPEKA. AND LATERAL J7 -1A LATERAL L] LATERAL ny j S4WA #E RAtOY fRt7iM! � STAnW AT OF J7 -1C-1 LATERAL J7 -1C-2 - z LATERAL W, C.7f0ft0.3 AN" SlAfflOW dMBtW AW, 28 J7 -1F LATERAL y' 0 t"' 475 A /I►W OF SOM BOUND LANE OF MH: ' t� - .165, 53 FT. AST OF A.T. & �F. RAILmw a- < � ON 711£ MP OF PC S&nN 00 Mr A .. _. 0- Ir 1019 16'. _(X7VVRE7E'OSN.LA NE4DWAtL.Uj ¢ li E1ENi1C1M 14 dtllf fi: j%vwpF i emw REF. DESCRIPTION 1 co Z W-7 BV Bl 6 ENGINEER I RCFC/ DESIGNED BY: B.P.W. DRAWN BY: E.D.T. DATE DRAWN: AUGUST 2014 COAL 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 (NGVD 1929). 8. ALL COORDINATES ARE SHOWN IN FEET AND DECIMALS THEREOF BASED ON LOCAL COORDINATE SYSTEM WITH SOUTHEAST PROPERTY BEING N10000.00, E10000.00 AS SHOWN HEREON WITH C.L. NUEVO ROAD BEING N89'4539"W. 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 -2 SACK) SHALL BE USED. THE ENTIRE TRENCH SHALL BE SLURRY EXTENDING 4 INCHES MINIMUM AND 12 INCHES MAXIMUM ABOVE THE TOP OF THE PIPE. 15. BH -1 INDICATES SOIL BORING LOCATIONS BASED ON THE SOILS REPORT DATED FEBRUARY 28, 2007. LOCATIONS SHOWN ON INDEX MAP 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. 24. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2 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. 25. CONSTRUCTION JOINTS FOR CALTRANS STANDARD REINFORCED CONCRETE BOX SHALL BE PLACED ACCORDING TO RCFC&WCD STANDARD DRAWING NO. BOX 401. APPROVED BY: 10 Thienes Engineering, Inc. CIVIL ENGINEERING • LAND SURVEnNG 14349 FIRESTONE BOULEVARD TITLE SHEET STORM DRAIN PLAN & PROFILE (CITRUS AVE.) STORM DRAIN PLAN & PROFILE (WEBSTER AVE.) STORM DRAIN LATERAL PROFILES DETAILS R.C.F.C. AND W.C.D. STANDARD DRAWINGS CB 109 SPECIAL CONNECTION TO CATCH BASIN CB 110 CONCRETE DROP INLET M 803 CONCRETE COLLAR M 814 ABBREVIATIONS AND SYMBOLS M 816 CONCRETE BULKHEAD MH 251 MANHOLE NO. 1 MH 252 MANHOLE NO. 2 MH 254 MANHOLE NO. 4 MS 815 PIPE BEDDING R.C.T.D. STANDARD DRAWINGS MAINTENANCE RESPONSIBI 300 CATCH BASIN CALTRANS STANDARD DRAWINGS A73A REFLECTIVE BC BEGINNING OF CURVE CFS CUBIC FEET PER SECOND CMP CORRUGATED METAL PIPE C/L CENTER LINE CONST. CONSTRUCTION EC END OF CURVE EX./ EXIST. EXISTING FG FINISHED GRADE FL FLOW LINE FPS FEET PER SECOND MAINTENANCE RESPONSIBI RCFC & WCD LATERAL J7 STA. 25+87.13 - 32+51.74 LATERAL J7-1 STA. 10+00.00 - 12+33.03 RCTD LATERAL J7-1 STA. 12+33.03 -' 17+88.24 LATERAL J7 -1A LATERAL J7 -1B LATERAL J7 -1C LATERAL J7 -1C-1 LATERAL J7 -1C-2 LATERAL J7 -1D LATERAL J7 -1E LATERAL J7 -1F LATERAL J7 -1G RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT MENDED FOR APPROVAL BY: I APP FD PAY fT LA MIRADA, CALIFORNIA 90638 k*R.�C�.I_ No. 5615''*PN(71 21- FAX(714J521-4173 12-31-16 �ICIV%\ PLANNING E GIN ER Date: ' 11- rjOF CA\.\ DATE: S I% Z��(0 R INHARD STENZEL RCE N0. 56155 1"11 Till 1/"► A Ve, H.G.L. INV. LAT. LF. MAX. P/L S.D. STA SYM R.C.P. T.B. 1 2-3 4-6 8 6 4-5 2, 4, 6 1 3, 6 2 3-6 2-6 M. 4-5 HYDRAULIC GRADE LINE INVERT ELEVATION LATERAL LINEAR FOOT MAXIMUM PROPERTY LINE STORM DRAIN STATION SYMBOL REINFORCED CONCRETE PIPE TOP OF BERM PERRIS VALLEY MDP PROJECT NO. 4-0-00455 LATERAL J-7, STAGE 2 DRAWING NO. 4-0978 TITLE SHEET" SHEET NO. �p0 0 1 1 of 8 r Last Update:8/17/15 4 0:\2800-2899\2821\STORM\REVISED;03-t8-15\2821_SD-A1.dwg INFORMATION NOTE: ALL CROSS SECTIONS TAKEN LOOKING DOWNSTREAM CITRUS AVENUE 44' 22 22' EXIST. ST. C/L EXIST. P.L.L ESMT I EX. GRADE I EDGE OF EDGE OF I EX. GRADE PVMT. PVMT. EX. TEL. DIRT PAVEMENT DIRT * LINE 2.5'--y 1--�2'I 14' I I * EX. 8" 6' 16' WATER VARIES PROPOSED 54" BENCH MARK REVISIONS ENGINEER RCFC/ UESICNEU BY: APPROVED BY: RIVERSIDE COUNTY FLOOD CONTROL °°"�`'"""" Fm B'P'W' Thieves Engineering Inc.ti° AND DRAWN BY: WATER CONSERVATION DISTRICT a <c SAA'DM MOSS " SrAUP£D 800.37.6$ 2.1 CML ENGINEER/NG • LAND SURVE)MG ;CTION AT STA 27+00 10 0 10 SCALE (HOR. & VERT.): 1"=10' O1 PROTECT IN PLACE EXISTING CONCRETE MANHOLE. O2 REMOVE EXISTING CONCRETE BULKHEAD !�3 CONSTRUCT CONCRETE COLLAR PER R.C.F.C. & W.C.D. STD. DWG. NO. M803 19 CONSTRUCT 54" RCP "D" LOAD PER PROFILE. 20 CONSTRUCT MANHOLE NO. 2 PER R.C.F.C. & W.C.D. STD. DWG. MI -1252. K 20 0 20 SCALE:1 "=20' 'M 33530 I PP 23332 1 IP 130041 PERRIS VALLEY MDP PROJECT NO. LATERAL J-7 STAGE 2 4-0-00455 ACHES �sr ALOW Ara#SON 7VA9K AAV E.D.T. A RECOMMENDED FOR APPROVAL BY: APP VED BY: DRAWING NO. 0 0 SWU FE SOA0Y FROM RAHRCiW SrAnwv Ar 14349 FIRESTONE BOULEVARD z w c> �� sdUn�EAsr#aWWGEAYE, 28 DATE DRAWN: LA M/RADA, CALIFORNIA 90638 * R.C.EN0.56155 $r ,>�r OP �HtfHM UNE OF M �, � ,z -3,-i5 4-0978 o .K 55 Fr. AVR7HE4ST OF A.T. d S.F. > PH (7 521- FAX(714J521-4173 � 0 U to ,dA Tiff rOP OF 7th SOM MD dF A AUGUST 2014 a 'j c 9J CtV 1` �� LATERAL J-7 SHEET NO. w V d td�Y ie' dtE &SN.A HEADWALL Date: t'� l 7 F of C Al \F� DATE: �/ Gs TE: �7 Za�b STA Z.iTB% —STA Z9 FJ�O � <C a_ tiEl11)Xw- 1478c�Mb fl' �W/ i ) 'REF DESCRIPTION APPR DATE APPR DATE R HARD STENZEL RCE NO 56155 2 OF �% Last Updat«8/17/15 f•, oo O:\2800-2899\2821\STORM\REVISED 03-16-15\2821_SD-A2.DWG 525 151 INFORMATION NOTE: CROSS SECTIONS TAKEN KING DOWNSTREAM CITRUS AVENUE 44' 22 EXIST. P.L. EX' 8" - I EX. GRADE I * WATER * EX. TEL. DIRT LINE 2.5' I- 6' � VARIEI S � PROPOSED 54" RCP STORM DRAIN AT STA 22' ' EXIST. ESMT I EX. GRADE DIRT 1505 10 0 10 SCALE (HOR. & VERT.): 1"=10' 1500 5 VtiM LOMW V V%.)M Iy%lo 1 MV rov I c0 O4 CONSTRUCT MANHOLE NO. 4 PER R.C.F.C. & W.C.D. STD. DWG. MI -1254. 1495 1 14 CONSTRUCT CONCRETE BULKHEAD PER R.C.F.C. & W.C.D. STD. DWG. M816. 19 CONSTRUCT 54" RCP "D" LOAD PER PROFILE. n _. C C.L. CURVE DATA co 4' W/ ' BEVELS PIPE 5 � [if�� �� _ A=2942'08" ,. `� R=22 50 REVISIONS PLAN SCALE: 1"=20' ENGINEER I RCFC/ DESIGNED BY: B.P.W. DRAWN BY: E.D.T. DATE DRAWN: AUGUST 2014 T=5.97' L=11.66' BC=32+65.31 EC=32+76.98 PI=N 12623.47 =E 7972.05 RIVERSIDE COUNTY FLOOD CONTROL AND zWATER CONSERVATION DISTRICT RECOMMENDED FOR APPROVAL BY: APE�RPVED BY: * RC.E N0. 56155' � Fxµ 12 -3t -t6 Q C IvIv O�2 �F C ALF DATE: �f'T +/& LJ�..rla��tiQi sari: K 20 0 20 SCALE:1 "=20' PM 33530 1 PP 23332 IP 130041 PERRIS VALLEY MDP PROJECT N0. LATERAL J- 7, STAGE 2 DRAWING NO. 5 4-0978 LATERAL J-7 SHEET N0. STA 29+50 — STA 32+87 3 of 8 00 We Update: 8/17/15 0:\2800-2899\2827\STORM\RENIS® 03-16-15\2821 _SD-A3.dwg W W J n z � d w s Oowt 13119—UtAl You 00 U.S.A. Ter# Free 1-800-227-2600 W for the location of buried utility tines. � < Don't disrupt O vital- services. cL w O wa w=0W DAYS VW ala BENCH MARK C' wxmw ma Q � �y SrAWKW OPM DASK STAMPED 80037.64 AI MORThWEST AtOAG A7CWAA6Al, raFEM AMD C] WM/[ES: SANTA FE RNLWAl' FROM RNLBGHD SrAiADN Ar W O PERRL 0.2 MILES SOUIWAST OF ORAN615 AVE, 26 • > — F7. AOR7WMEST O)r SOU7N BOLM10 LANE.OF Nm: O w"' ,391$ 53 FT. MORVASSW OF AT t SF. 94L qaW 0 CK O MWA*S; ON 7NE TOP OF ME SOM END OF A i( 0-< folk f8' L E E FS.N.D. HEADWALL LLJ !L t� <C o_ Q,EfKM - IMM f. 00020EM QMiw REVISIONS PLAN SCALE: 1"=20' ENGINEER I RCFC/ DESIGNED BY: B.P.W. DRAWN BY: E.D.T. DATE DRAWN: AUGUST 2014 T=5.97' L=11.66' BC=32+65.31 EC=32+76.98 PI=N 12623.47 =E 7972.05 RIVERSIDE COUNTY FLOOD CONTROL AND zWATER CONSERVATION DISTRICT RECOMMENDED FOR APPROVAL BY: APE�RPVED BY: * RC.E N0. 56155' � Fxµ 12 -3t -t6 Q C IvIv O�2 �F C ALF DATE: �f'T +/& LJ�..rla��tiQi sari: K 20 0 20 SCALE:1 "=20' PM 33530 1 PP 23332 IP 130041 PERRIS VALLEY MDP PROJECT N0. LATERAL J- 7, STAGE 2 DRAWING NO. 5 4-0978 LATERAL J-7 SHEET N0. STA 29+50 — STA 32+87 3 of 8 00 We Update: 8/17/15 0:\2800-2899\2827\STORM\RENIS® 03-16-15\2821 _SD-A3.dwg �i 44' INFORMATION NOTE: ALL CROSS SECTIONS TAKEN LOOKING DOWNSTREAM W'LY ULT. R/W 81' I 7' 10' EXIST. 7'�// LAT.. J�-1C 24"/R(33 (W) _ _o _ LAT. J7_9$ 1j 25.s _tNu _ chi. 1520 M a LAT. 47=1A 1524.86 INV. 8"RC k (- if M Q 1515 +Lo + ,coa HYDRAULIC DATA: Z -HYDRAULIC DATA: a z a w N _ 0(100)86.9 CFS n z C14 CN Q(10.0)=64.7 CFS Q ©N Q O(V _ , V(MAX) 9.0 FPS € < Z LO c' -i> m r' V(MAX)=9.2 _FPS 1510 � L 'DTA: 1.6 CESS _ 1 FP`_CONST. 162.58 IAF. 42" RCP CONST. 60.99 LF. - 36° RCP r,m y 1505 nw, ..a_.. a ^- D-1 50 _- - D-1350 -'42 RCP-- _ x MAINTENANCE BY R.C.F.C. & V.C.D.AINTENANCE :BY R.C:T.D. t I a A _ NOTE: 1500 : 4 R)$L ...._.47� v:- ca�1�o►croR SHA" PAo r N Pv�ce a unrrEs .. _._�. CROSSM OR PARALI.E .M PROPOSED STORM DRAM PROFILE LINE UNLESS OTHERWISE NOTED. J.S.DATA FIELD VERIFY EXISTING UTILITIES LAT. J7-lA LAT. 17-1B - INVERT ELEVATIONS PRIOR TO IC STA 10+67.41 6+67.41 J.S. DATA MT A=70' B=is -=4.06' A=70', B=18", C=3.94' LAT �7-1C - CONSTRUCTION NOTIFY ENGINEER EX. R/W To D1=DZ=42 Dl =D2=42" STfC""12+34.23 41 L FOR ANY DESCRIPANCIES IN ' BE VACATED R,>1'624.92 S=1524.86 R=1525.20 S=1524.86 STA 51 6=24", C=5.52' M dcn - [� STA 10+21.82 D1=36' D2 42" k los; o.; I o � ELEVATIONS END PIPE 12 _ {i _R=_1525.93 .S=1 5;9- - �� i M w v� t� -�� H=5.50 W - Oof W=2L00' r' v EXIST. R/W \-m N00 38'44"E � PROP. SIDEWALK � a I TI � � 1 16 SEE SHEET 4 N ST. CA Y. EX. EP c) 11+00 12+00 n b H d 13+00 _ 4 * FIE VERIFY EXISTING UTILIR S INVERT_ ELEVATIONS �m wm It -D PR - _ TO -CORSt CTION- N01IFY ENGINEER FOR ANY 4 I _ ffi Di FANCIES IN , I=tEiiAll* 3- _� 9 s o - o 1540 + J . 1 Lo u + N °° M .. n Lo¢ PROVID SITIVE DRAINAGE _ - FINISEED SURFACE . ¢ k- J �` "' v (1533.66)E.R I 0_ S.O..0/L - �1535ru X 1 34) 153130 53430 T W- o.,e .,,.._ a � EXIST GRADE � 1535.5'0 0535) INFORMATION NOTE: ALL CROSS SECTIONS TAKEN LOOKING DOWNSTREAM W'LY ULT. R/W 81' I 7' 10' EXIST. 7'�// LAT.. J�-1C 24"/R(33 (W) _ _o _ LAT. J7_9$ 1j 25.s _tNu _ chi. 1520 M a LAT. 47=1A 1524.86 INV. 8"RC k (- if M Q 1515 +Lo + ,coa HYDRAULIC DATA: Z -HYDRAULIC DATA: a z a w N _ 0(100)86.9 CFS n z C14 CN Q(10.0)=64.7 CFS Q ©N Q O(V _ , V(MAX) 9.0 FPS € < Z LO c' -i> m r' V(MAX)=9.2 _FPS 1510 � L 'DTA: 1.6 CESS _ 1 FP`_CONST. 162.58 IAF. 42" RCP CONST. 60.99 LF. - 36° RCP r,m y 1505 nw, ..a_.. a ^- D-1 50 _- - D-1350 -'42 RCP-- _ x MAINTENANCE BY R.C.F.C. & V.C.D.AINTENANCE :BY R.C:T.D. t I a A _ NOTE: 1500 : 4 R)$L ...._.47� v:- ca�1�o►croR SHA" PAo r N Pv�ce a unrrEs .. _._�. CROSSM OR PARALI.E .M PROPOSED STORM DRAM PROFILE LINE UNLESS OTHERWISE NOTED. J.S.DATA FIELD VERIFY EXISTING UTILITIES LAT. J7-lA LAT. 17-1B - INVERT ELEVATIONS PRIOR TO IC STA 10+67.41 6+67.41 J.S. DATA MT A=70' B=is -=4.06' A=70', B=18", C=3.94' LAT �7-1C - CONSTRUCTION NOTIFY ENGINEER EX. R/W To D1=DZ=42 Dl =D2=42" STfC""12+34.23 41 L FOR ANY DESCRIPANCIES IN ' BE VACATED R,>1'624.92 S=1524.86 R=1525.20 S=1524.86 STA 51 6=24", C=5.52' M dcn - [� STA 10+21.82 D1=36' D2 42" k los; o.; I o � ELEVATIONS END PIPE 12 _ {i _R=_1525.93 .S=1 5;9- - �� i M w v� t� -�� H=5.50 W - Oof W=2L00' r' v EXIST. R/W \-m N00 38'44"E � PROP. SIDEWALK � a I TI � � 1 16 SEE SHEET 4 N ST. CA Y. EX. EP c) it ••,• 1 111 ff,rim, 11 ... •• N00'38 - f4540) - �ulbl. K/py 8 IV4JJO'�t9 -`44� - - 3 A. t +7 BRE 11 TA. 10+60.9 GRADE T., JT,11 Si'A 10+00 LAT. J �C-1 =STA 10+00 LAT. J7- ,2 C/L it4T.' STA 1025:49 END PIPE" 19!2fi`16"W 9 LAT.'J7-1C*1 SEE SHEET' 7 PLAN .12 - IAC=28.0 (12 } SCALE: 1"=201," ENGINEER RCFC/ DESCRIPTION I APPR.I DATE I APPR.I DATE DESIGNED BY: B. P. W. DRAWN BY: E.D.T. DATE DRAWN: AUGUST 2014 N i zo �� W QM !. n b H d Q CV d W �m wm It m w� ¢dam o� LLJ + o 3- _� 9 18 9 o - o C�l, i z V V=6.00' J . o CLfo M CL � o o a u 1533.40 E.P.Ln n Lo¢ PROVID SITIVE DRAINAGE REVISIONS it ••,• 1 111 ff,rim, 11 ... •• N00'38 - f4540) - �ulbl. K/py 8 IV4JJO'�t9 -`44� - - 3 A. t +7 BRE 11 TA. 10+60.9 GRADE T., JT,11 Si'A 10+00 LAT. J �C-1 =STA 10+00 LAT. J7- ,2 C/L it4T.' STA 1025:49 END PIPE" 19!2fi`16"W 9 LAT.'J7-1C*1 SEE SHEET' 7 PLAN .12 - IAC=28.0 (12 } SCALE: 1"=201," ENGINEER RCFC/ DESCRIPTION I APPR.I DATE I APPR.I DATE DESIGNED BY: B. P. W. DRAWN BY: E.D.T. DATE DRAWN: AUGUST 2014 = wll -- W Z J .53 BCCN = - x w 00 Q K -fC" z - 8 '05'36"Wj 8 6 �. SHE ULT r A. 10+ 3 R W Q ID -P PE -1.N3. Ico 12 NOTE: STORM DRAIN LOCATION CONFORM WITH COUNTY OF R NO. 817 DUE TO CONFLICT W 18' AVENUE 44' I 22' 22' I ST. C/L I 14' VARIES 75' MIN VARIES 2.25' I I I I I I I It """"' * EX. FTA NOT CABLE E STD. NG UTILITIES. PARKWAY EXIST. R/W I I 2% I PROP. CONCRETE EX. 2" CURB AND GUTTER GAS * EX.: X. GRADE T STA 12+00 10 0 10 LE (HOR. & VERT.: 1"=10' 0 PROTECT IN PLACE EXISTING CONCRETE MANHOLE. 3 CONSTRUCT CONCRETE COLLAR PER R.C.F.C. & W.C.D. STD. DWG. NO. M803. 4 CONSTRUCT MANHOLE NO. 4 PER R.C.F.C. & W.C.D. STD. DWG. MH254. O CONSTRUCT 36" RCP "D" LOAD PER PROFILE. O CONSTRUCT 24" RCP "D" LOAD PER PROFILE. O9 CONSTRUCT 18" RCP "D" LOAD PER PROFILE. 10 CONSTRUCT 42" RCP "D" LOAD PER PROFILE. 11 CONSTRUCT MANHOLE NO. 1 PER R.C.F.C. & W.C.D. STD. DWG. MH251. 12 CONSTRUCT CURB INLET CATCH BASIN PER R.C.T.D. STD. NO. 300, "H" AND "W" PER PLAN. 16 SAWCUT, REMOVE AND REPLACE EXISTING A.C. PAVEMENT. PIPE TRENCH AND BEDDING PER R.C.F.C.&W.C.D. STD. DWG. M815. TRENCH BACKFILL PER CALTRANS SPECIFICATION SECTION 19. 17 CONSTRUCT GRAVITY WALL PER DETAIL ON SHT. NO. 8. 18 CONSTRUCT CONCRETE DROP INLET PER R.C.F.C. AND W.C.D. STD. DWG. C8110. W=6.5'. 21 INSTALL REFLECTIVE MARKER PER CALTRANS STD. PLAN A73A, TYPE L-1 (CA). O lrgj� r 21 �m m w� ¢dam o� CD � -- W Z J .53 BCCN = - x w 00 Q K -fC" z - 8 '05'36"Wj 8 6 �. SHE ULT r A. 10+ 3 R W Q ID -P PE -1.N3. Ico 12 NOTE: STORM DRAIN LOCATION CONFORM WITH COUNTY OF R NO. 817 DUE TO CONFLICT W 18' AVENUE 44' I 22' 22' I ST. C/L I 14' VARIES 75' MIN VARIES 2.25' I I I I I I I It """"' * EX. FTA NOT CABLE E STD. NG UTILITIES. PARKWAY EXIST. R/W I I 2% I PROP. CONCRETE EX. 2" CURB AND GUTTER GAS * EX.: X. GRADE T STA 12+00 10 0 10 LE (HOR. & VERT.: 1"=10' 0 PROTECT IN PLACE EXISTING CONCRETE MANHOLE. 3 CONSTRUCT CONCRETE COLLAR PER R.C.F.C. & W.C.D. STD. DWG. NO. M803. 4 CONSTRUCT MANHOLE NO. 4 PER R.C.F.C. & W.C.D. STD. DWG. MH254. O CONSTRUCT 36" RCP "D" LOAD PER PROFILE. O CONSTRUCT 24" RCP "D" LOAD PER PROFILE. O9 CONSTRUCT 18" RCP "D" LOAD PER PROFILE. 10 CONSTRUCT 42" RCP "D" LOAD PER PROFILE. 11 CONSTRUCT MANHOLE NO. 1 PER R.C.F.C. & W.C.D. STD. DWG. MH251. 12 CONSTRUCT CURB INLET CATCH BASIN PER R.C.T.D. STD. NO. 300, "H" AND "W" PER PLAN. 16 SAWCUT, REMOVE AND REPLACE EXISTING A.C. PAVEMENT. PIPE TRENCH AND BEDDING PER R.C.F.C.&W.C.D. STD. DWG. M815. TRENCH BACKFILL PER CALTRANS SPECIFICATION SECTION 19. 17 CONSTRUCT GRAVITY WALL PER DETAIL ON SHT. NO. 8. 18 CONSTRUCT CONCRETE DROP INLET PER R.C.F.C. AND W.C.D. STD. DWG. C8110. W=6.5'. 21 INSTALL REFLECTIVE MARKER PER CALTRANS STD. PLAN A73A, TYPE L-1 (CA). L=35.35' BC=10+16.53 EC=10+52.08 10 0 10 PI=N 12411.94 =E 7922.04 SCALE:1 "=10' RIVERSIDE COUNTY FLOOD CONTROL AND ��Q T WATER CONSERVATION DISTRICT RECOMMENDED FOR APPROVAL BY: APP OVED BY: tt RCE NO. 56155 r v+� Exp. 12-31-16 Q 9�F Civ 1L o�2 OF CAV\F DATE: �/i%7N/� �%'6 m 'M 33530 1 PP 23332 IP 130041 PERRIS VALLEY MDP PROJECT NO. 4-0-00455 LATERAL J-7, STAGE 2 DRAWING NO. 4-0978 LATERAL J-7-1 SHEET NO. STA 10+00 - STA 13+00 4 of 8 (01 ©O Last Update. -8/17/15 ` 0:\2800-2899\2821\ST0RM\REVISED 03-16-15\2827 _SD-A4.dwg o� 21 �m m w� ¢dam o� CD � o CLfo M CL � o o FILL IRT TO 1533.40 E.P.Ln n Lo¢ PROVID SITIVE DRAINAGE 1534.23 T.B. 21 (1533.66)E.R - 1534.49T.B X 1 34) 153130 53430 T W- T.W,_ � 1535.5'0 0535) 21 T.W. ,:.EXIST. R%W X1536) 21 /AMAX. _ 1534.2 _ 1535.50 _ T.W. o w- 17 - - _ E C . CURVE DATA �5�i1�z Ln 4' PIPE W/5' BEVELS -» - -- - - - �=451 540 " DUAIL 'A' R=45 00' T=18.76' ���_ Z --14mmmmmmlr SCALE:1 "=10' L=35.35' BC=10+16.53 EC=10+52.08 10 0 10 PI=N 12411.94 =E 7922.04 SCALE:1 "=10' RIVERSIDE COUNTY FLOOD CONTROL AND ��Q T WATER CONSERVATION DISTRICT RECOMMENDED FOR APPROVAL BY: APP OVED BY: tt RCE NO. 56155 r v+� Exp. 12-31-16 Q 9�F Civ 1L o�2 OF CAV\F DATE: �/i%7N/� �%'6 m 'M 33530 1 PP 23332 IP 130041 PERRIS VALLEY MDP PROJECT NO. 4-0-00455 LATERAL J-7, STAGE 2 DRAWING NO. 4-0978 LATERAL J-7-1 SHEET NO. STA 10+00 - STA 13+00 4 of 8 (01 ©O Last Update. -8/17/15 ` 0:\2800-2899\2821\ST0RM\REVISED 03-16-15\2827 _SD-A4.dwg ..._T_.� 4 E LAI. -J,/-1 LAT. J7 -1D LAT. J7 -1E oar F 14+00 _ . 100 YEAF 15+00 16+00 A - D-1350 I 1 1AA ILOMr LI A AIT& r1V i1 ^ T h LAT. J7-1 D LAT. J7-1 E 533�___STA 13+09.10 STA 13+09.10 F' A=60' -B=18", C_=4_.29' A=70', B=18", C=3.68' _- D1=92=36" -- _- 61=fl = 6" J R=1526.97 S=1526.95 R=1527.18`Si=- 526-:95 --- - w v - --{4-534) -----_.— --— EXIST. R/W - -- _ r HORIZ. 1 "-200 1-800-227-2000 '- o z VERT. 1"=5' c3 1545 w for the location of buried E Of 0 z 1540 > `� Dont disrupt m ...r - 1y ... ...... _... 1535..:_ _ �. �. . w. z 1530 its 8MCH MARK Omom Jt— _ 1525 T . CL < ..._T_.� 4 E LAI. -J,/-1 LAT. J7 -1D LAT. J7 -1E oar F 14+00 _ . 100 YEAF 15+00 16+00 A - D-1350 I 1 1AA ILOMr LI A AIT& r1V i1 ^ T h LAT. J7-1 D LAT. J7-1 E 533�___STA 13+09.10 STA 13+09.10 F' A=60' -B=18", C_=4_.29' A=70', B=18", C=3.68' _- D1=92=36" -- _- 61=fl = 6" J R=1526.97 S=1526.95 R=1527.18`Si=- 526-:95 --- - w v - --{4-534) -----_.— --— EXIST. R/W - -- _ r 1-800-227-2000 '- o z c3 terry U) w for the location of buried to Of 0 z :� utility lines. > `� Dont disrupt p vital services. i . W z M 1110FI S DAYS BEFOK YW 00 8MCH MARK Omom own +SIWAft macaw 1A CL < SMA04RD BltuS Dar STAMPED saaJ7.64 2.1 AMM AB)R1MM ALOA49 A IDPEYMA AND - p p L JS LNU IF R ILWAY F)MV RA/MW SPIrM AT Z L,1.1 G) PDm a2 A1/LES SOflMMr OF OA4NW AW, 28 :2i > 1-: F?: AMNIO ST OF SOM 80MV LANE OF MFY. CD t 3 3k 5J FT. N[Aww" orLr & Sr awAaw a' M= DN NE rOP OF A/E Sohn, END Or A W a- L< 10*Ar IS': CVAO X CSH.D. HE40NW. tif ¢ LL &BOOM + 14,%'.l:M f1; (10020/11119M aw REF. NA • W, LY ULT. INFORMATION NOTE: ALL CROSS SECTIONS TAKEN LOOKING DOWNSTREAM s I 3T I WEBSTERAVENUE 44' 7' I 20' EXIST. I R/W 10' ST. 11.75' I .75' MIN I I VARIES 2.25' EDGE OF 5' PVMT. i EX. GRADE X EX. 12" PROP. CONCRETE * WATER L *CURB AND GUTTER PROPOSED 36" O EX. GRADE RCP STORM DRAIN PVMT. NOTE: STORM DRAIN LOCATION DOES NOT * EX. FTA CONFORM WITH COUNTY OF RIVERSIDE STD. CABLE s NO. 817 DUE TO CONFLICT W/EXISTING UTILITIES. SECTION AT STA 14+00 10 0 10 SCALE (HOR. & VERT.): 1 "=10' STORM DRAIN CONSTRUCTION NOTES O3 CONSTRUCT CONCRETE COLLAR PER R.C.F.C. & W.C.D. STD. DWG. NO. M803. O4 CONSTRUCT MANHOLE NO. 4 PER R.C.F.C. & W.C.D. STD. DWG. MI -1254. �6 CONSTRUCT 36" RCP "D" LOAD PER PROFILE. O9 CONSTRUCT 18" RCP "D" LOAD PER PROFILE. 12 CONSTRUCT CURB INLET CATCH BASINPER R.C.T.D. STD. NO. 300, "H" AND "W" PER PLAN. 16 SAWCUT, REMOVE AND REPLACE EXISTING A.C. PAVEMENT. PIPE TRENCH AND BEDDING PER R.C.F.C.&W.C.D. STD. DWG. M815. TRENCH BACKFILL PER CALTRANS SPECIFICATION SECTION 19. 18 CONSTRUCT CONCRETE DROP INLET PER R.C.F.C. AND W.C.D. STD. DWG. CB110. W=6.5'. 21 INSTALL REFLECTIVE MARKER PER CALTRANS STD. PLAN A73A, TYPE L-1 (CA). 00 ~ FI L WITH DIRT TO P OVIDE POSITIVE b Ln DRAINAGE Ln . -10" 21 A C RFRU 22' 1 22' PARKWAYEXIST _ i R/W i �-�-4-535-98_LB` (1535.04)E.M -1535,8Z-Z.-1534.64 T.1535.78 T.B. {�536.0� TYP. 21 TYP.1534.64 1535.78F.L.@INLETOP BASIN DETAL 'B' -G. {- - -- , 0- - rr[-Zck-3ttr w-�►vci�wc N W N� - a DET-- RFQ-�� EXIT ,Tl R/W w 3 ULT. R/W - _ r - H ULT. R/W _. fit- -- - - - f-- EXIST. R/W _N09 3 Q 04 W j - y N00'38'44"E co �� v — o z B S N ; _ a ft54�} y PL, ASI- SCALE: 1"=20' REVISIONS ENGINEER RCFC/ DESIGNED BY: APPROVED BY: �tOfESS DRB N BY: Ow Thienes Engineering, Incr. CIWL ENGINEERING LAND SURVEYING a, E.D.T. N 14349 FIRESTONE BOULEVARD r" DATE DRAWN: LA MIRADA, CALIFORNIA 90638 * ND. 56155r PH.(714)W-481 (714)571-4173s� E* 12-31-16 Q AUGUST 2014 _ 9T C►vl\- CA \FO DESCRIPTION APPR.1 DATE 1 APPR.1 DATE I RE-INAARD STENZEL v RCE NO. 56155 -Sliiiiiiiiik-I`m—� 10 0 10 SCALE:1 "=10' DATE: RIVERSIDE COUNTY FLOOD CONTROL AND W CONSERVATION DISTRI ED FOR APPRO Y: I AaWt07VFD BY: DA 'M 33530 1 PP 23332 IP 130041 PERRIS VALLEY MDP PROJECT NO. 4-0-00455 LATERAL J-7, STAGE 2 DRAWING NO. 4-0978 LATERAL J-7-1 SHEET N0, STA 13+00 - STA 16+00 5 of 8 (� Last Update:8/17/15 0:\2800-2899\2821\STORM\REVISm 03-16-15 2821_SD—AS.dwg t ... . ..... --- ---- vRAn .. 16+00 Q 617 17+00 r.. lNell ;1111111�.vt oFoo �, OM �, Vool f 2-11 �; "l-0 W 0, � --•-• �., DIz I q.; REVISIONS I ENGINEER DESCRIPTION I APPR. I DATE LAT --JT--Tr LAT. J7-1 G STA 1713.SA 17+3.11,,, A=70 B+= 24 " 1,1 C=3.49' A=T131=70', 1 2V', C=3.4 D1=30", D2=36" - -, , __ _D1 -WG --R=1528,8�_St_1528Z R=1529.08 -S=152&E 4 RCFC/ DESIGNED BY: B.P.W. DRAWN BY: E.D.T. DATE DRAWN: AUGUST 2014 DATE U3 CONSTRUCT CONCRETE COLLAR PER R.C.F.C. & W.C.D. STD. DWG. NO. M803. CONSTRUCT MANHOLE NO. 4 PER R.C.F.C. & W.C.D. STD. DWG. MH254. CONSTRUCT MODIFIED CONCRETE DROP INLET PER R.C.F.C. AND W.C.D. STD. DWG. C8110. SEE DETAIL ON SHEET 8. CONSTRUCT 36- RCP V LOAD PER PROFILE. CONSTRUCT 30" RCP "D" LOAD PER PROFILE. CONSTRUCT 24" RCP "D" LOAD PER PROFILE. O CONSTRUCT 18" RCP "D" LOAD PER PROFILE. 12 CONSTRUCT CURB INLET CATCH BASIN PER R.C.T.D. STD. NO. 300, "H" AND V PER PLAN. 13 CONSTRUCT SPECIAL CONNECTION TO CATCH BASIN PER R.C.F.C. & W.C.D. STD. DWG. CB109. G CONSTRUCT CONCRETE BULKHEAD PER R.C.F.C. & W.C.D. STD. DWG. M816. 15 REMOVE EXISTING 24" CMP. G SAWCUT, REMOVE AND REPLACE EXISTING A.C. PAVEMENT. PIPE TRENCH AND BEDDING PER R.C.F.C.&W.C.D. STD. DWG. M815. TRENCH BACKFILL PER CALTRANS SPECIFICATION SECTION 19. im CL Qm,-" CL, co 0, cp 9 00 �1� C14 Ln m . va Mi r, 00 06 'o ff) CD o Ln af r) 00 Lc) Lo Of 0- T Iron POSITIVE '-'" HE DRAINAGE —7 1536.50 Ro v 153 FL.@INLET 1537.75 1537.75 T , B. EXIST. TO an wm. 1. U. , — — — — — — — — • SAM 740 Tj -BASIN C.L. CURVE DATA M7AL "Cw 4' PIPE W/5' BEVELS 0=45*00'00" R=45.00' T=18.64' * '3 L=35.34' - C7 �L ----,-PL -A,,N BC=17+35.67 10 0 10 EC=17+71.01 SCALE: f-- PI=N 11916.57 =E 7941.42 SCALE: 1 10' APPROVED BY: 0180 Thienes Engineering Inc. CIKI ENGINEERING - LAND SURVEYING 14349 FIRESTONE BOULEVARD LA MIRADA, CAUFORNA 90638 PH. (7 1 461 1-4173 ate: 4-11-111; RE HARD STENZEL I RCE NO. 56155 RIVERSIDE COUNTY FLOOD CONTROL AND �WCONSERVATION DISTRIL.Y RECOMMENDED FOR DATE: DATE: m PERRIS VALLEY MDP LATERAL J-7, STAGE 2 LATERAL J-7-1 STA 16+00 - STA 17+8824 Lost Update -8/17/15 (02.00 0:\28W-2899\2821\STORM\RMSED PAThima-11 IP 130041 PROJECT NO. 4-0-00455 DRAWING NO. 4-0978 SHEET NO. 6 OF 8 03-16-15\2821—SD—A6.dwg CD 2f Uj (If < m n '17 N < 20 0 20 V) 1 1 0 < SCALE:1"=20' to v Elf W a_ rz z Don't Dig-Und You Cal U.SA. TtH free I -BW -227-2600 t*r the location Fn *f buried C) d :Z utility lines. Ld > < Mi Don't dissrgit 'r _es. tot. vital services. cc =AL LLjz 7WO WORKM DA" BROKEYOU DIG :I_-8 C) ffiNCH MARK z 0 amw cow sowmm mmw a < WwAll I Ll V) < SrA464W AftW " SrAWM wa3764 2.1 Ui Affla AVA"W ALONG A17CHISON 70POA AND LLJ SWA OF R%WAY FROM All&RaW STA71ON AT z uj C) PD OM 0.2 AXIS $04ff7 A$r &OWiGE AVE, 28 :2i > Fr mampor OF som Bum L4Ac or mw 0 im atr m2wwAsr OrAr & S.F. Mk~ cr- 0 rai= m w rop or TNF -vm END -OF A < C)tolx a- O� te' caveRor asio. hsww4LL LLJ < a_ HAWW - 14;1= ff, (AW*091111111% 4UW ITCF.+ Q 617 17+00 r.. lNell ;1111111�.vt oFoo �, OM �, Vool f 2-11 �; "l-0 W 0, � --•-• �., DIz I q.; REVISIONS I ENGINEER DESCRIPTION I APPR. I DATE LAT --JT--Tr LAT. J7-1 G STA 1713.SA 17+3.11,,, A=70 B+= 24 " 1,1 C=3.49' A=T131=70', 1 2V', C=3.4 D1=30", D2=36" - -, , __ _D1 -WG --R=1528,8�_St_1528Z R=1529.08 -S=152&E 4 RCFC/ DESIGNED BY: B.P.W. DRAWN BY: E.D.T. DATE DRAWN: AUGUST 2014 DATE U3 CONSTRUCT CONCRETE COLLAR PER R.C.F.C. & W.C.D. STD. DWG. NO. M803. CONSTRUCT MANHOLE NO. 4 PER R.C.F.C. & W.C.D. STD. DWG. MH254. CONSTRUCT MODIFIED CONCRETE DROP INLET PER R.C.F.C. AND W.C.D. STD. DWG. C8110. SEE DETAIL ON SHEET 8. CONSTRUCT 36- RCP V LOAD PER PROFILE. CONSTRUCT 30" RCP "D" LOAD PER PROFILE. CONSTRUCT 24" RCP "D" LOAD PER PROFILE. O CONSTRUCT 18" RCP "D" LOAD PER PROFILE. 12 CONSTRUCT CURB INLET CATCH BASIN PER R.C.T.D. STD. NO. 300, "H" AND V PER PLAN. 13 CONSTRUCT SPECIAL CONNECTION TO CATCH BASIN PER R.C.F.C. & W.C.D. STD. DWG. CB109. G CONSTRUCT CONCRETE BULKHEAD PER R.C.F.C. & W.C.D. STD. DWG. M816. 15 REMOVE EXISTING 24" CMP. G SAWCUT, REMOVE AND REPLACE EXISTING A.C. PAVEMENT. PIPE TRENCH AND BEDDING PER R.C.F.C.&W.C.D. STD. DWG. M815. TRENCH BACKFILL PER CALTRANS SPECIFICATION SECTION 19. im CL Qm,-" CL, co 0, cp 9 00 �1� C14 Ln m . va Mi r, 00 06 'o ff) CD o Ln af r) 00 Lc) Lo Of 0- T Iron POSITIVE '-'" HE DRAINAGE —7 1536.50 Ro v 153 FL.@INLET 1537.75 1537.75 T , B. EXIST. TO an wm. 1. U. , — — — — — — — — • SAM 740 Tj -BASIN C.L. CURVE DATA M7AL "Cw 4' PIPE W/5' BEVELS 0=45*00'00" R=45.00' T=18.64' * '3 L=35.34' - C7 �L ----,-PL -A,,N BC=17+35.67 10 0 10 EC=17+71.01 SCALE: f-- PI=N 11916.57 =E 7941.42 SCALE: 1 10' APPROVED BY: 0180 Thienes Engineering Inc. CIKI ENGINEERING - LAND SURVEYING 14349 FIRESTONE BOULEVARD LA MIRADA, CAUFORNA 90638 PH. (7 1 461 1-4173 ate: 4-11-111; RE HARD STENZEL I RCE NO. 56155 RIVERSIDE COUNTY FLOOD CONTROL AND �WCONSERVATION DISTRIL.Y RECOMMENDED FOR DATE: DATE: m PERRIS VALLEY MDP LATERAL J-7, STAGE 2 LATERAL J-7-1 STA 16+00 - STA 17+8824 Lost Update -8/17/15 (02.00 0:\28W-2899\2821\STORM\RMSED PAThima-11 IP 130041 PROJECT NO. 4-0-00455 DRAWING NO. 4-0978 SHEET NO. 6 OF 8 03-16-15\2821—SD—A6.dwg C� E =Rzm 4 [ I LL1 � I-- G ._4 LLJ Wn .. 1-1-1--- C5 _1-1 -C5 <C Lij = 0OWt Dig ..Unti You CeM U.S.A. TON Free i- 1-800-227-26W for the location Lij L*fburiod, > pt pces: Of C UL`- W TW WORK O DAIS SEFOK YOU DIG S 0 BENCH MARK LCL Q STANDAW BRASS DO( STAMPm 60837.6$ 2.1 M9.ES NORRfAnT ALONG A70NISaV 7OPMt AND p p WS4NU FE RA&WA•Y FROM RVLJt1A1D STA7"V AT. Z W PLS a2 AOL.ES SOU77LEAST OF OAKNOE AVE, 28 :2 > FT. NORTNWMT OF S/NJiN BOUAD LANE OF 141% O 395, 5.3 FT. AVRnrASi OF A7: d S:F. RALREND p Of Mot= ON W W OF rAV SDU71L DW OF A CJ U LLJ d 101)(16' G1 7£ CSN.B NEADWA L. m L6 imp REVISIONS ! C ' e► _L— �Rd1.111( C1ATA- 18' z Q(UL14=14.6 CFS "' ``' _ o 'z V(tNT.j=1 .3 -FPS z �_z �w -1?L►t ", s`/— a �" t_ r- V(MA 0=8.3 FPS ° 1� nam o+ M ; RCFC/ DESIGNED BY: — B.P.W. DRAWN BY: E.D.T. DATE DRAWN: AUGUST 2014 APPROVED BY: Thienes Engineering, Inc. CIVIL ENGINEER/NG • LAND SURVEYING 14349 FIRESTONE BOULEVARD LA MIR4DA, CALIFORNIA 90638 PX(714)521-4811 fM(714)521-4173 Dote: _` - S RFINHARD STENZEL V RCE N0. 56155 RIVERSIDE COUNTY FLOOD CONTROL �0 11��t,,"� AND WA CONSERVATION DISTRICT-''� RECOMMENDED FOR * RC.E N0. 56155 r S Fxp.12-31-i6 Q 9%F �lV1L pQ� Op C A��F DATE: DATE: .32 M 33530 PP 23332 1 IP 130041 PERRIS VALLEY MDP PROJECT NO. 4-0-00455 LATERAL J-7, STAGE 2 DRAWING NO. 4-097$ LATERAL PROFILES SHEET NO. 7 of $ OO aLaet UpdatmDD-288/t7Its \2eoo-zass\ze2t\srolz►t\Rertsm 03-16-15\2521_se-A7.aw9 _ S=0.0100 3_ t f • r Cq z k 3 1-� =10.1 FPS C-4�z +o I _ VELOCITY FPS WHEN FLOW�NG FUEL. LU #°�°� � o �=10.6., CFS _ _. _ NOTE4 <3,0 � WDRAUU �, DATA: =149 FPS _ Sc °O d N _ DUE 0 DOWNSTREAM H.G.L. VELOCITY >3.0 N y W FPS HEN FLOWING AT NORMAL DEPT . v _ _ �T 18.$0 L.F.- I I F a co HYDR/UtiC DATA: ao N V(ULT)=4.3 } Q(INf.)=18� FPS CFS 00 F > iASS i fl -2000 z Q(UL14=14.6 CFS "' ``' _ o 'z V(tNT.j=1 .3 -FPS z �_z �w -1?L►t ", s`/— a �" t_ r- V(MA 0=8.3 FPS ° 1� nam o+ M ; RCFC/ DESIGNED BY: — B.P.W. DRAWN BY: E.D.T. DATE DRAWN: AUGUST 2014 APPROVED BY: Thienes Engineering, Inc. CIVIL ENGINEER/NG • LAND SURVEYING 14349 FIRESTONE BOULEVARD LA MIR4DA, CALIFORNIA 90638 PX(714)521-4811 fM(714)521-4173 Dote: _` - S RFINHARD STENZEL V RCE N0. 56155 RIVERSIDE COUNTY FLOOD CONTROL �0 11��t,,"� AND WA CONSERVATION DISTRICT-''� RECOMMENDED FOR * RC.E N0. 56155 r S Fxp.12-31-i6 Q 9%F �lV1L pQ� Op C A��F DATE: DATE: .32 M 33530 PP 23332 1 IP 130041 PERRIS VALLEY MDP PROJECT NO. 4-0-00455 LATERAL J-7, STAGE 2 DRAWING NO. 4-097$ LATERAL PROFILES SHEET NO. 7 of $ OO aLaet UpdatmDD-288/t7Its \2eoo-zass\ze2t\srolz►t\Rertsm 03-16-15\2521_se-A7.aw9 M.H. FRAME & COVER w SECTION A -A SECTION C -C ENGINEER RCFC/ DESIGNED BY: B.P.W. _ DRAWN BY: E.D.T. DATE DRAWN: AUGUST 2014 PII�714J5 -4t 2-#5 CONT. TYP. #4 @ 12' D.C. HORIZONTAL, TYP. #4 @ 12' D.C. VERTICAL, TYP. 6' TIES @ 6' O.C. P. #7 CONT. P AND BOTTOM P. 6" x 12' COLUMN TH 8-#4 LONGITUDINAL NFORCEMENT WITH TIES @ 6' D.C. TYP. @ 12' D.C. TYP. 1'-0• 1 4" MIN. CLR. TO VERT. REBARS TYP. 8-#4 VERTICAL * TIES @ 6' O.C. TYP. PLAN VIEW D -D DETAIL AT LATERAL J7-1 (SEE SHEET 6) N.T.S. m NEI Ci W M.H. FRAME & COVER PER CB103 1'-0. :wl*019 �7�1= 0 C a Go ui 13 TIES @ 6' O.C. TYP, 1i" MIN. CLR. TO HORIZ. REBARS TYP. 3-#7 CONT, E TOP AND BOTTOM TYP. 7t72-#5 CONT. TYP. #4 DOWELS AT 12' D.C. v TYP. cu #4@12'D.C. rn HORIZONTAL, TYP. #4 @ 12' D.C. VERTICAL, TYP. STEPS PER RECOMMENDED FOR APPRO Y: A ED BY: MH 259 DATE: a_ t.i �t r; 9>F CIV \L ©4? late. or CA�t� RCE NO. 56155 B 1/r CHAMFER ON EXPOSED SURFACE- 1/2" EXPANSION JOINT FILLER TOP OF WALL JOINT DETAIL (FOR GRAVITY WALL) i NOTES: 1 EXPANSION JOINTS SHALL EXTEND THROUGH THE ENTIRE HEIGHT OF WALL AND BE SPACED AT A'MAXIMUM DISTANCE OF 40' OR AS DIRECTED BY THE ENGINEER. 2. F=18" MINIMUM WHEN RETAINING WALL IS USED AS A CULVERT END WALL. 3-#7 CONT. 4" MIN. TOP AND BOTTOM ELEVATION AS SHOWN ON PLAN g" PER CB103 3 TIES @ 6' O.C. , TYP. MAXIMUM SLOPE 1 1/2 : 1 VERTICAL FACE 520-A-2500 PCC 30' R.C.P. ry i - OPENINGS ON BATTER 4 1/2 : 12 w EAST AND WEST 1 CF NO..3 CONCRETE 1/2" AGGREGATE IN A BURLAP SACK #5 AT 12' O.C. E.W. SLOPE SECURELY TIED. PER FT 1/2- CHAMFER 3" DIAMETER WEEP HOLE SECTION fl w 0 5 0Ldz < GRAVITY WALL DETAIL ©= I � (SEE SHEET 4) i < N.T.S. z IVcn 0 O z w Of w U z ODA W.Und YOU Cog V.SA Too Fite 1- SDO-227 2600 11vW for the location of buried Z - . utaity tins:'' > d d L 6on't disrupt <vital services. - W YW rwo waiadw DAYS DEFUlt W C) BENGW MARK REVISIONS z MMW 02WSAWYAft YIfK Nd srmuw Bmw Dmr samcw waj7 m 2.1 CD n5001 A Ate" AitNYi^s ArOVM 7UPEilrt, AW & MA6.94Y nM M00W SM WV A7 :2i w > —LLJ 1 A5 SYJYltHfAST OP 8/ii#Mf at41 , 26 f1 �i t7t 517tJi?V A LANE or MH _5 C7 : © ~ C.D .7fi Sia Pr AOWN6 T OF A% & IF MLqOW MWn as 7W W of V&& SUM SO &i A W 10'Y 10'.COAOLV25C&Ha A610NAtL -. + °-'BEWAW- 1""fr..1 "moi c'VWJ 7WEF. DESCRIPTION M.H. FRAME & COVER w SECTION A -A SECTION C -C ENGINEER RCFC/ DESIGNED BY: B.P.W. _ DRAWN BY: E.D.T. DATE DRAWN: AUGUST 2014 PII�714J5 -4t 2-#5 CONT. TYP. #4 @ 12' D.C. HORIZONTAL, TYP. #4 @ 12' D.C. VERTICAL, TYP. 6' TIES @ 6' O.C. P. #7 CONT. P AND BOTTOM P. 6" x 12' COLUMN TH 8-#4 LONGITUDINAL NFORCEMENT WITH TIES @ 6' D.C. TYP. @ 12' D.C. TYP. 1'-0• 1 4" MIN. CLR. TO VERT. REBARS TYP. 8-#4 VERTICAL * TIES @ 6' O.C. TYP. PLAN VIEW D -D DETAIL AT LATERAL J7-1 (SEE SHEET 6) N.T.S. m NEI Ci W M.H. FRAME & COVER PER CB103 1'-0. :wl*019 �7�1= 0 C a Go ui 13 TIES @ 6' O.C. TYP, 1i" MIN. CLR. TO HORIZ. REBARS TYP. 3-#7 CONT, E TOP AND BOTTOM TYP. 7t72-#5 CONT. TYP. #4 DOWELS AT 12' D.C. v TYP. cu #4@12'D.C. rn HORIZONTAL, TYP. #4 @ 12' D.C. VERTICAL, TYP. neerin II/C. op�olF 9 _ 9 BOULEVARD SURWnNG i ` Z� ?NIA 90638 * ILQE N0. 56155 r r(714)M1-4173 Jj ' Epp. 12-31-16 Q STEPS PER RECOMMENDED FOR APPRO Y: A ED BY: MH 259 DATE: a_ t.i �t r; 9>F CIV \L ©4? late. or CA�t� RCE NO. 56155 B i 3-#7 CONT. M.H. FRAME &COVER TOP AND BOTTOM PER CB103 3 TIES @ 6' O.C. TYP. 30' R.C.P. OPENINGS ON EAST AND WEST #5 AT 12' O.C. E.W. TOP & BOTTOM C neerin II/C. op�olF 9 _ 9 BOULEVARD SURWnNG i ` Z� ?NIA 90638 * ILQE N0. 56155 r r(714)M1-4173 Jj ' Epp. 12-31-16 Q RIVERSIDE COUNTY FLOOD CONTROL AND WA CONSERVATION DISTRI RECOMMENDED FOR APPRO Y: A ED BY: DATE: DATE: a_ t.i �t r; 9>F CIV \L ©4? late. or CA�t� RCE NO. 56155 PLAN VIEW E -E Z ME M ' L1U%0UV I rr Z:3;3;3L I It' 1:3UV41 PERRIS VALLEY MDP PROJECT NO. 4-0-00455 LATERAL J-7, STAGE 2 DRAWING NO. 4-0978 DETAILS SHEET NO. 8 OE W fes. O tm.atKn a\uzts g03-1e-a2t_sb-A6.a.q