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938uu_sd2YATES RD JUBILEE RD J. THOMPSON/RD T LINE "A"� GALLEANO AVE u, 0 L z o f dt 4 � Z a V) !� P C .✓±xM °d S e 1 b of w TRjy}x o 36 _x f 0 SPECIAL CONNECTION TO CATCH BASIN A D81 CONCRETE DROP INLET x i JS229 fURR1 TA � �i LD201 L RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT TR 3006x. z CATCH BASIN NO. 1 f dt 4 z BENTON w P C .✓±xM °d S e 1 RD. of zv TRjy}x o 36 _x f SPECIAL CONNECTION TO CATCH BASIN c� D81 CONCRETE DROP INLET x i JS229 fURR1 TA � tS LD201 L LOCAL DEPRESSION NO. 2 '� MH251 MANHOLE N0. 1 o n MANHOLE NO. 2 Q MH253 MISCELLANEOUS DETAILS MANHOLE NO. 3 MH254 MANHOLE NO. 4 LLLJ MH257 MANHOLE SHAFT STD MH260 tJ 24" MANHOLE FRAME AND COVER M801 CHAIN LINK FENCE DETAILS Z M803 ` 1]_ M815 CL CL M816 RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT TR 3006x. s PLAN CATCH BASIN NO. 1 f dt 4 t BENTON I P C .✓±xM °d S e 1 RD. f�'� zv TRjy}x r tr x 36 _x f s PLAN CATCH BASIN NO. 1 f dt 4 t BENTON I CB105 1 RD. & INSTALLATION zv TRjy}x R 36 U1. SPECIAL CONNECTION TO CATCH BASIN CB110 D81 CONCRETE DROP INLET x i JS229 fURR1 TA t D82 LD201 - LOCAL DEPRESSION NO. 2 '� MH251 MANHOLE N0. 1 n 1. SCOTT --t-- xI KELLE, 21 ROAD I o �y t PROJECT LOCATION SKINNER RESERVOI BOREL RD. C S SPR NGS; RD. A � gD• Q YO MAR�Rn R��C�o 11115h - -�i GENERAL NOTES PROJEC� �i 1. THE CONTRACTOR SHALL 1 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 Q M.O.U. STANDARD SPECIFICATIONS DATED JUNE 24, 2008, AND RCFC&WCD STANDARD MANUAL. FOR THE LATEST DRAWINGS OF THE STANDARD MANUAL, U r'1O PLEASE REFER TO THE "PUBLICATIONS AND RECORDS' PAGE FOUND ON THE � � DISTRICT'S WEBSITE. w ;LINE "B" U2. CONTACT THE ENCROACHMENT PERMIT ENGINEER AT 951.955.1266 IF AN O ENCROACHMENT PERMIT IS REQUIRED FROM RIVERSIDE COUNTY FLOOD w CONTROL. AFTER THE PERMIT IS ISSUED THE DISTRICT MUST BE NOTIFIED ONE Q END WEEK PRIOR TO CONSTRUCTION. 10 � „ PROJECT 3. CONTACT CONTRACT ADMINISTRATION AT 951.955.1288 IF CONSTRUCTION INSPECTION WILL BE PERFORMED BY RIVERSIDE COUNTY FLOOD CONTROL. THE THOMPSON RD 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 L_jJ GALLEANO AVE 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 NORTH AMERICAN VERTICAL DATUM (NAVD 88). _SHRIMP_ LN 8. ALL COORDINATES ARE SHOWN IN FEET AND DECIMALS THEREOF BASED ON - -- �� THE NORTH AMERICAN DATUM (NAD 83), CALIFORNIA COORDINATE SYSTEM (CCS), ZONE 6 AND EPOCH 2000.35. BENTON CREEK CHANNEL_ 9 ALL CROSS SECTIONS ARE TAKEN LOOKING DOWNSTREAM. lj�BEGIN 10. ELEVATIONS OF UTILITIES ARE APPROXIMATE UNLESS OTHERWISE NOTED. PROJECT 11. UNLESS OTHERWISE SPECIFIED, MINIMUM STREET RECONSTRUCTION SHALL BE INDEX MAP 3" TYPE "B" HOT MIX ASPHALT OVER 6" CLASS 2 AGGREGATE BASE OR AS 1" 400, 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 n' OF CLASS "B" CONCRETE. 13. PIPE CONNECTED TO THE MAIN LINE PIPE SHALL CONFORM TO JUNCTION STRUCTURE NO. 4 (JS . 229) UNLESS OTHERWISE NOTED, 14. PIPE BEDDING SHALL CONFORM TO RCFC&WCD ST.D. 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. FESS/O ® HUN SAKE R & ASSOCIATES Don't Dig...Until You Call U.S.A. Toll Free BENCH MARK \EB kyy! I R V I N E , I N C . 1-800-227-2600 0.65 MILES WEST OF LAKE SKINNER DAM, AT THE 9 < PLANNING ■ ENCINEERINC a SURVEYING SOUTHWEST CORNER nF BENTON RD AND WASHINGTON A �. Three Hughes Irvine, CA 92618 • PH: (949) 583-1010 - FX (949) 5630759 for the location ST, 65 FEET WEST OF 1 HE CENTERLINE OF No. 37127 m ®�I of buried WASHINGTON ST, 48 FEET SOUTH OF THE CENTERLINE rr utility lines. OF BENTON RD, 29 FEET SOUTHWEST OF POWER POLE �. 6/30/16 a -L }� A Don't disrupt N0. 4214121E, A 3-1/4 INCH STANDARD MWDSC L CIV�� Imo? 1y.1� �f 7 /l vital services. ALUMINUM DISK, ER FLUSH, F TOP OF THE NORTHEAST CORNER OFA 6 FEET BY 11 FEET SLABOF CA�\F ,FOR GTE TELEPHONE RISER XTBN. MOHAMMED RON HE R.C.E. NG. 37?27 DATE 1vw WORIONp DAYS SWORE Y00 oto ELEV: 1397.45 FT DATUM: NAVD88 i :I VICINITY MAP NTS 15. B-1 INDICATES SOIL BORING LOCATIONS BASED ON THE SOILS REPORT "SUPPLEMENTAL GEOTECHNICAL INVESTIGATION OF PROPOSED STORM DRAIN LINE, TRACT 36437" DATED 10/26/2013 PREPARED BY ALTA CALIFORNIA GEOTECHINCAL INC. 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 SAML 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 VELOC TIES 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. 26. ALL CONCRETE `SWAcIES EXPOSED TO SOIL SHALL BE TREATED WITH SLATER WATERPROOF MEM% BY MULTICOAT PRODUCT SYSTEMS OR APPROVED EQUIVALENT. I to ikwo A Al �F� v wA INDEX TITLE SHEET ABBREVIATION, NOTES, & SECTIONS PLAN & PROFILE LATERALS STREET IMPROVEMENTS OUTLET DETAILS - BENTON, CREEK SECTIONS - OUTLET STRUCTURE AND DETAILS WALL PROFILES MODIFIED CONCRETE DROP INLET SECTIONS AND DETAILS CB100 PLAN CATCH BASIN NO. 1 RETAINING WALL TYPE 1A CB103 BENTON I CB105 L RD. & INSTALLATION zv PLAN CATCH BASIN REINFORCEMENT CAST -IN-PLACE REINFORCED CONCRETE -SINGLE U1. SPECIAL CONNECTION TO CATCH BASIN CB110 D81 CONCRETE DROP INLET y JS229 fURR1 TA HO D82 LD201 t PROJECT LOCATION SKINNER RESERVOI BOREL RD. C S SPR NGS; RD. A � gD• Q YO MAR�Rn R��C�o 11115h - -�i GENERAL NOTES PROJEC� �i 1. THE CONTRACTOR SHALL 1 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 Q M.O.U. STANDARD SPECIFICATIONS DATED JUNE 24, 2008, AND RCFC&WCD STANDARD MANUAL. FOR THE LATEST DRAWINGS OF THE STANDARD MANUAL, U r'1O PLEASE REFER TO THE "PUBLICATIONS AND RECORDS' PAGE FOUND ON THE � � DISTRICT'S WEBSITE. w ;LINE "B" U2. CONTACT THE ENCROACHMENT PERMIT ENGINEER AT 951.955.1266 IF AN O ENCROACHMENT PERMIT IS REQUIRED FROM RIVERSIDE COUNTY FLOOD w CONTROL. AFTER THE PERMIT IS ISSUED THE DISTRICT MUST BE NOTIFIED ONE Q END WEEK PRIOR TO CONSTRUCTION. 10 � „ PROJECT 3. CONTACT CONTRACT ADMINISTRATION AT 951.955.1288 IF CONSTRUCTION INSPECTION WILL BE PERFORMED BY RIVERSIDE COUNTY FLOOD CONTROL. THE THOMPSON RD 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 L_jJ GALLEANO AVE 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 NORTH AMERICAN VERTICAL DATUM (NAVD 88). _SHRIMP_ LN 8. ALL COORDINATES ARE SHOWN IN FEET AND DECIMALS THEREOF BASED ON - -- �� THE NORTH AMERICAN DATUM (NAD 83), CALIFORNIA COORDINATE SYSTEM (CCS), ZONE 6 AND EPOCH 2000.35. BENTON CREEK CHANNEL_ 9 ALL CROSS SECTIONS ARE TAKEN LOOKING DOWNSTREAM. lj�BEGIN 10. ELEVATIONS OF UTILITIES ARE APPROXIMATE UNLESS OTHERWISE NOTED. PROJECT 11. UNLESS OTHERWISE SPECIFIED, MINIMUM STREET RECONSTRUCTION SHALL BE INDEX MAP 3" TYPE "B" HOT MIX ASPHALT OVER 6" CLASS 2 AGGREGATE BASE OR AS 1" 400, 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 n' OF CLASS "B" CONCRETE. 13. PIPE CONNECTED TO THE MAIN LINE PIPE SHALL CONFORM TO JUNCTION STRUCTURE NO. 4 (JS . 229) UNLESS OTHERWISE NOTED, 14. PIPE BEDDING SHALL CONFORM TO RCFC&WCD ST.D. 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. FESS/O ® HUN SAKE R & ASSOCIATES Don't Dig...Until You Call U.S.A. Toll Free BENCH MARK \EB kyy! I R V I N E , I N C . 1-800-227-2600 0.65 MILES WEST OF LAKE SKINNER DAM, AT THE 9 < PLANNING ■ ENCINEERINC a SURVEYING SOUTHWEST CORNER nF BENTON RD AND WASHINGTON A �. Three Hughes Irvine, CA 92618 • PH: (949) 583-1010 - FX (949) 5630759 for the location ST, 65 FEET WEST OF 1 HE CENTERLINE OF No. 37127 m ®�I of buried WASHINGTON ST, 48 FEET SOUTH OF THE CENTERLINE rr utility lines. OF BENTON RD, 29 FEET SOUTHWEST OF POWER POLE �. 6/30/16 a -L }� A Don't disrupt N0. 4214121E, A 3-1/4 INCH STANDARD MWDSC L CIV�� Imo? 1y.1� �f 7 /l vital services. ALUMINUM DISK, ER FLUSH, F TOP OF THE NORTHEAST CORNER OFA 6 FEET BY 11 FEET SLABOF CA�\F ,FOR GTE TELEPHONE RISER XTBN. MOHAMMED RON HE R.C.E. NG. 37?27 DATE 1vw WORIONp DAYS SWORE Y00 oto ELEV: 1397.45 FT DATUM: NAVD88 i :I VICINITY MAP NTS 15. B-1 INDICATES SOIL BORING LOCATIONS BASED ON THE SOILS REPORT "SUPPLEMENTAL GEOTECHNICAL INVESTIGATION OF PROPOSED STORM DRAIN LINE, TRACT 36437" DATED 10/26/2013 PREPARED BY ALTA CALIFORNIA GEOTECHINCAL INC. 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 SAML 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 VELOC TIES 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. 26. ALL CONCRETE `SWAcIES EXPOSED TO SOIL SHALL BE TREATED WITH SLATER WATERPROOF MEM% BY MULTICOAT PRODUCT SYSTEMS OR APPROVED EQUIVALENT. I to ikwo A Al �F� v wA INDEX TITLE SHEET ABBREVIATION, NOTES, & SECTIONS PLAN & PROFILE LATERALS STREET IMPROVEMENTS OUTLET DETAILS - BENTON, CREEK SECTIONS - OUTLET STRUCTURE AND DETAILS WALL PROFILES MODIFIED CONCRETE DROP INLET SECTIONS AND DETAILS CB100 PLAN CATCH BASIN NO. 1 RETAINING WALL TYPE 1A CB103 MANHOLE FRAME AND COVER FOR CATCH BASIN CB105 CABLE RAILING DETAIL OF CATCH BASIN OPENING & INSTALLATION CB106 PLAN CATCH BASIN REINFORCEMENT CAST -IN-PLACE REINFORCED CONCRETE -SINGLE CB109 SPECIAL CONNECTION TO CATCH BASIN CB110 D81 CONCRETE DROP INLET BOX CULVERT JS229 STD JUNCTION STRUCTURE NO. 4 D82 LD201 - LOCAL DEPRESSION NO. 2 MH251 MANHOLE N0. 1 MH252 MANHOLE NO. 2 MH253 MISCELLANEOUS DETAILS MANHOLE NO. 3 MH254 MANHOLE NO. 4 MH257 MANHOLE SHAFT STD MH260 D84 24" MANHOLE FRAME AND COVER M801 CHAIN LINK FENCE DETAILS M803 CONCRETE COLLAR M815 BEDDING AND PAY LINES M816 CONCRETE BULKHEAD TS301 TRANSITION STRUCTURE NO. 1 STD TS303 132-3 TRANSITION STRUCTURE NO. 3 TS304 STD TRANSITION STRUCTURE NO. 4 224-2 SUPPORTS FOR CONDUITS ACROSS TRENCHES RCTD STANDARD DRAWINGS STD N0200 225-2 TYPE A-6 CURB STD NO 209 CROSS GUTTER 360-2 STD NO 212 ASPHALT CONCRETE DIKE STD NO 818 UTILITY TRENCH BACKFILL TR 30069-2 SHEET NO. 1 2 3-11 12 13-14 15 16 17 18 STD PLAN B3 -A RETAINING WALL TYPE 1A STD PLAN B11-47 CABLE RAILING STD PLAN D80 CAST -IN-PLACE REINFORCED CONCRETE -SINGLE BOX CULVERT STD PLAN D81 CAST -IN-PLACE REINFORCED CONCRETE -DOUBLE BOX CULVERT STD PLAN D82 CAST -IN-PLACE REINFORCED CONCRETE BOX CULVERT - MISCELLANEOUS DETAILS STD PLAN D84 BOX CULVERT WINGWALLS TYPES A, B AND C SPPWC STANDARD DRAWINGS I STD PLAN 132-3 CONCRETE PAVEMENT REPLACEMENT STD PLAN 224-2 SUPPORTS FOR CONDUITS ACROSS TRENCHES 0 STD PLAN 225-2 BLANKET PROTECTION FOR PIPES �o STD PLAN 360-2 SLOPED PROTECTION BARRIER /%JQSoo3y �� LADWP 'STANDARD DRAWINGS TR 30069-2 g OFFSITE A3615.A - WATER SYSTEM SUPPORT REQUIREMENTS PROJECT No. a.. w FOR MAINS 16" AND SMALLER �,p�M � 7-0-0192 a )D CONTROL T PROJECT NO. WARM SPRINGS VALLEY 7-0-0193 0c DISTRICT RE MMENDFD AOR APPROVAL B ROV D B MRSll US IDRAWING C"AEGRE VSTARDSTORMDRAIN,STAGE �538 PLANNING EN (NEER / CHI F'.. ENGINE TITLE SHEET DATE: Z�I6 DAT G"19' SHEET N0. CO - q p nr DESCRIPTION APPR. DATE 1 OF 18 03 PLOTTED BY: brions DATE: Apr. 08, 2016 TIME: 12:16 PM F:\0028\engineering\tr-30069-2\off-site storm drain\RCFC\ 1 TITLE SHEET.dwg TABLE OF ABBREVIATIONS No. 37127 Exp. 6/30/16 Clv11. NO AB AGGREGATE BASE NOT TO SCALE AC ASPHALT CONCRETE PCG AP ANGLE POINT POINT OF INTERSECTION BC BEGINNING OF CURVE PRC BCR BEGIN- CURB RETURN POINT BOW BACK OF SIDEWALK PWKY BOT BOTTOM INTERIM CONDITION FLOW RATE BVC BEGIN VERTICAL CURVE R, RAD C&G CURB AND GUTTER REINFORCED CONCRETE BOX CA CALIFORNIA RCFC&WCD CALTRANS CALIFORNIA DEPARTMENT OF AND WATER CONSERVATION DISTRICT RG TRANSPORTATION SD CB CATCH BASIN SIDEWALK CF CURB FACE SHT CFS CUBIC FEET PER SECOND SOUTHERLY CJ CONTACT JOINT Co COUNTY STREET CONIC CONCRETE STD CONST CONSTRUCT SEWER CONT CONTINUOUS RT CSP CORRUGATED STEEL PIPE RIGHT—OF—WAY CY CUBIC YARDS T DR DRIVE TOP OF GRATE DRCB DOUBLE REINFORCED TC TOP OF CURB CONCRETE BOX TRANSITION DWG DRAWING TS DWY DRIVEWAY TOP OF WALL E ELECTRICAL VC EA EACH VELOCITY INTERIM CONDITION EC END OF CURVE W ECR END CURB RETURN WESTERLY EL ELEVATION W E'LY EASTERLY WATER VALVE EP EDGE OF PAVEMENT EVC END VERTICAL CURVE EX EXISTING FG FINISH GRADE FL FLOWLINE FS FINISH SURFACE FOW FRONT OF SIDEWALK G1 INCOMING GRADE OF VC G2 OUTGOING GRADE OF VC GB GRADE BREAK H HIGH IMP IMPROVEMENT INT INTERSECTION INV INVERT INST INSTALL JS JUNCTION STRUCTURE LADWP LOS ANGELES DEPARTMENT OF WATER AND POWER LF LINEAR FEET LT LEFT MAX MAXIMUM MH MANHOLE MIN MINIMUM MOC MIDDLE OF CURVE N'LY NORTHERLY No. 37127 Exp. 6/30/16 Clv11. NO NUMBER NTS NOT TO SCALE OC ON CURB, ON CENTER PCG POINT OF COMPOUND CURVE Pi POINT OF INTERSECTION POC POINT ON CURVE PRC POINT OF REVERSE CURVE PT POINT PVMT PAVEMENT PWKY PARKWAY QINT INTERIM CONDITION FLOW RATE QULT ULTIMATE CONDITION FLOW RATE i R, RAD RADIUS RCB REINFORCED CONCRETE BOX RCP REINFORCED CONCRETE PIPE RCFC&WCD RIVERSIDE COUNTY FLOOD CONTROL a - AND WATER CONSERVATION DISTRICT RG ROUGH GRADE SD STORM DRAIN SDWK SIDEWALK SF SQUARE FEET SHT SHEET S'LY SOUTHERLY SPPWC STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) ST STREET STA STATION STD STANDARD SWR SEWER RD ROAD RT RIGHT R/W RIGHT—OF—WAY S SLOPE T TELEPHONE TG TOP OF GRATE TF TOP OF FOOTING TC TOP OF CURB TRANS TRANSITION TR TRACT TS TRANSITION STRUCTURE TW TOP OF WALL TYP TYPICAL VC VERTICAL CURVE VINT VELOCITY INTERIM CONDITION VU LT VELOCITY ULTIMATE CONDITION W WEST, WIDE W'LY WESTERLY WPJ WEAKENED PLANE JOINT W WATER WV WATER VALVE ESTIMATED QUANTITIES CONSTRUCTION NOTES O CONST CONCRETE SUPPORT OVER RCP PER DETAIL 3 ON SHT 2. 10 ''INST 24" RCP (D—LOAD PER PROFILE). 11 INST 42" RCP (D—LOAD PER PROFILE). 12 INST 54" RCP (D—LOAD PER PROFILE). 13 L INST 66" RCP (D—LOAD PER PROFILE). 14 INST 48" RCP (D—LOAD PER PROFILE). S 15 INST 84" RCP (D—LOAD PER PROFILE). 16 INST 'CONCRETE BULKHEAD PER RCFC&WCD STD M81-6. 17 (CONST MH NO 1 PER RCFC&WCD STD MH251. 18 CONST MH NO 2 PER RCFC&WCD STD MH252. 19 CONST MH NO 3 PER RCFC&WCD STD MH253. 20 CONST CONCRETE COLLAR PER RCFC&WCD STD M803. 21 CONST MH NO 4 PER RCFC&WCD STD MH254: A=30°,B=66",C=18',D1=66", D2=84" ,ELEV R=1373.07',ELEV S=1373.02'. 22 CONST MH NO 4 PER RCFC&WCD STD MH254: A=45°,B=48",C=7.62',D1=247, D2=66",ELEV R=1377.75',ELEV S=1376.77'. 23 CONST MH NO 4 PER RCFC&WCD STD MH254: A=45°,B=60",C=9%D1=42", D2=66", ELEV R=1373.37',ELEV S=1373.29'. 24 ;CONST PARAPET AND CUTOFF WALL PER DETAIL 6 ON SHT 16. 25 CONST TS NO 1 (RCP TO SINGLE RCB) PER RCFC&WCD STD TS301. 26 INST HINGED OUTLET PROTECTION BARRIER FOR RCB ;PER SPPWC STD 360-2. 27 CONST TS NO 4 (SINGLE RCB TO DOUBLE RCB) PER RCFC&WCD STD TS304. 281 CONST TS NO 4 (7'H X 8'W SINGLE RCB SECTION PER CALTRANS ;STD D80 TO DOUBLE RCB) PER RCFC&WCD STD TS304. 29 INST GROUTED RIP—RAP PER OUTLET STRUCTURE DETAILS ON SHT 15 AND SECTION ON SHT 16. 30 CONST BOX CULVERT WINGWALLS (TYPE A) & CUT—OFF WALL PER CALTRANS STD D84 AND PER OUTLET STRUCTURE DETAILS ON SHT 15 & PROFILES SHT 17. 31 CONST 5' H X 8' W RCB PER CALTRANS STD D80. 32 CONST 3' H X 6.5' W DRCB PER CALTRANS STD D81 (USE 3'H X 7'W DOUBLE RCB SCHEDULE SECTION). 33 CONST 4' H X 5' W DRCB PER CALTRANS STD D81. 34 CONST MODIFIED CONCRETE DROP INLET (CB 110) PER DETAILS ON SHT 18: V=10.2'. 35 CONST 24 INCHES OF COMPACTED EARTH ROAD AT 95% RELAIVE COMPACTION. 36 CONST S' THICK CONCRETE SWALE PER DETAIL 4 ON SHT 13. 37 CONST 3" THICK CONCRETE SWALE PER DETAIL 5 ON SHT 14. 38 INST BACK—TO—BACK ROADSIDE DELINEATORS TYPE F AT 20' OC WITH CLASS 2 METAL POST PER CALTRANS STD A73C. 39 CONST TS DOUBLE RCB TO DOUBLE RCB PER SPPWC STD 344-2. 40 CONST MODIFIED CONCRETE DROP INLET (CB 110) PER DETAILS ON SHT 18: V=12.0'. 41 CONST SPECIAL CONNECTION TO CATCH BASIN PER RCFC&WCD STD C13109. 42 CONST MH CONCRETE COLLAR PER DETAIL 1 ON SHT 2, 43 INST CABLE RAILING PER CALTRANS STD B11-47. 44 SUPPORT EXISTING CONDUIT ACROSS TENCH PER SPPWC STD 224-2. 45fCONST CONCRETE SUPPORT OVER RCB PER DETAIL 2 ON SHT 2. 46 INST TEMPORARY WATER SYSTEM SUPPORT PER LADWP STD DWG A3615.A. 47 CONST 6" PCC PAVING OVER 4" AB PER DETAIL 8 ON 16. 48 ! CONST RETAINING WALL TYPE 1A (CASE 2) PER CALTRANS STD B3 -3B AND PROFILES ON SHT 17. 49 CONST CUT—OFF WALL PER DETAILS 7 ON SHT 16 ®HUNSAKER & ASSOCIATES Don't Dig ... Until You Call U.S.A. Toil Free BENCH MARK 1 R V I N E I N C - 1—$OO—ZZ%—Z6OO 0.65 MILES WEST OF LAKE SKINNER DAM, AT THE PLANNING • ENGINEERING • SURVEYING SOUTHWEST CORNER OF BENTON RD AND WASHINGTON ThHughes Imirt% CA92618 • PH: (949) 583-1010 • H(: (949) 5830759 NO for the location ST, 65 FEET WEST OF THE CENTERLINE OF of buried WASHINGTON ST, 48 FEET SOUTH OF THE CENTERLINE utility lines. OF BENTON RD, 29 FEET SOUTHWEST OF POWER POLE Don't disrupt AL (NUM 1E, A ET FLU INCH STANDARD MWDSC vital services. ALUMINUM DISK, SET FLUSH, IN TOP OF THE 5 I NORTHEAST CORNER OF A 6 FEEL" BY 11 FEET SLAB FOR GTE TELEPHONE RISER XTBN. MOHAMMED ROWTHER R.C.E. NO. 37127 DATE Two wORRiHG DAYS BOVIK YOU DIG ELEV: 1397.45 FT DATUM: NAVD88 1/2015. QUANTITIES SHOWN HEREON ARE FOR CITY BON REVISIONS DESCRIPTION PLOTTED BY. brions QNTY. UNITS 215 LF 581 LF 5 LF 821 LF 7 LF 1 ,1 18 LF 1 j EA 1 EA 5 EA 6 EA 1 EA 1 EA 1 EA 1 EA TOP OF OR EX DETAIL 1 MH CONCRETE COLLAR DETAIL NTS 1 EA PIPE OD 3 EA 1 EA 1 3 130 1 89 14 !y7 16,600 2,300 1,300 27 1 1 2 15 183 3 1 2 I=169 EA PIPE SPRING r LINE EA 450—C-2000 CONCRETE SF —� LF LF EA SF SF SF MAI V 101 WO -1 W-1 SF 512 SF 1 EA RIVERSIDE ETAI L 2 i0—C-3250) EW OPENING —EXISTING PIPES 430 TAR PAPER BETWEEN PIPE AND CONCRETE TOP OF RCB CONCRETE SUPPORT OVER RCB NTS PIPE OD + 16" DETAIL 3 -LOOD CONTROL �N DISTRICT DATE: Apr. 08, 2016 TIME 12:17 PM SIDE VIEW --EXISTING STORM DRAINS #30 TAR PAPER BETWEEN DIDC ANlr) rr-)NIr'DCTC PIPE OD 16„ 8" TYP #30 TAR PAPER BETWEEN —� r PIPE AND CONCRETE `> CONCRETE SUPPORT OVER RCP NTS K0 z Z a: FRONT VIEW m 0 O 0 U 0 o: a TR 30069-2 g OFFSITE PROJECT NO. zz C*� 7-0-0192 a - PROJECT NO. m WARM SPRINGS VALLEY 7-0-0193 0� MADDALENA RD STORM DRAIN, STAGE 1 DRAWING NO. ¢ ALEGRE VISTA RD STORM DRAIN, STAGE 17-0538 6 ABBREVIATIONS AND NOTES SHEET No. N� 2 of 18 03 F.\0028\engineering\tr 30069-2\off—site storm drain\RCFC\2 A68REVIATIONS, NOTES, & SECTiONS.dwg R/W MADDALENA RD 1 30' I 30' q STORM DRAIN RCP aW12 SECTION AT STA 4+00 EX GROUND TYPICAL FROM STA 3+13.13 TO STA 4+50 0 5 10 20 SCALE: 1" = 10' NOTE: UTILITIES ON TYPICAL SECTION DOES NOT CONFORM TO RCTD STANDARD 817 R/W c,? Z i N 0000 ,.� MAIP OUTLETVAULT 27 J �0 1 W 20' 40 STA 2+62.86LINE �5� A1VM P. SHRIMP LN gpFESSIp ® HUNSAKER & ASSOCIATES Don't Dig ... Until You Call U.S.A. Toll Free BENCH MARK P�\EB �y2q��2 I R V I N E , I N C 1-800-227-2600 0.65 MILES WEST OF LAKE SKINNER DAM, AT THE PLANNING • ENGINEERING a SURVEYING SOUTHWEST CORNER OF BENTON RD AND WASHINGTON Three Hughes INkm CA 92618 - PH: (949) 583.1010 • FX: (949) 583-0759 for the location ST, 65 FEET WEST OF THE CENTERLINE OF No. 37127 m ' of buried WASHINGTON ST, 48 FEET SOUTH OF THE CENTERLINE utility lines. OF BENTON RD, 29 FEET SOUTHWEST OF POWER POLE Exp. 6/30/16 Don't disrupt AL INUM 7E, A ET FLU INCH STANDARD MWDSC vital services. ALUMINUM DISK, SET FLUSH, IN TOP OF THE Clvl �' �G NORTHEAST CORNER OF A 6 FEET BY 11 FEET SLAB OF CR'L�F. FOR GTE TELEPHONE RISER XTBN. MOHANrMED ROV✓rHER R.C.E. NO. 37127 DATE Two woRi0N0 DAYS BEFORE You ac ELEV. 1397.45 FT DATUM: NAVD88 'i REVISIONS RIVERSIDE C FLOOD CONTROL PROJECT NO. WATER CO N DISTRICT WARM SPRINGS VALLEY 7-0-0192 RECOMMENDED FOR APPR VAL B BY:, MADDALENA RD STORM DRAIN, STAGE 1. DRAWING NO. /C 7-0538 am / LINE "A" SHEET NO. DATE: � DATE: 9e//0"?h6 STA 1+07.64 TO STA 4+50.00 9 3 of 18 REF. DESCRIPTION APPR. DATE 1 39 CONST TS DOUBLE RCB TO DOUBLE RCB PER SPPWC STD 344-2. LI, 42 CONST MH CONCRETE COLLAR PER DETAIL 1 ON SHT 2. 0 43 INST CABLE RAILING PER CALTRANS STD B11-47. 45 CONST CONCRETE SUPPORT OVER RCB PER DETAIL 2 ON SHT 2. N 46 INST TEMPORARY WATER SYSTEM SUPPORT PER LADWP STD DWG A3615.A. 7 47 CONST 6" PCC PAVING OVER 4" AB PER DETAIL 8 ON 16. A D 48 CONST RETAINING WALL TYPE 1A (CASE 2) PER CALTRANS STD B3 -3B AND PROFILES ON SHT 17. �p 49 CONST CUT-OFF WALL PER DETAILS 7 ON SHT 16. DISPOSITION NOTES 1 PROTECT IN PLACE ❑2 REMOVE AND DISPOSE C RELOCATE AS NOTED ® 0 10 20 40 REMOVE AND REPLACE TR 30069-2 REMOVE AND REPLACE PER RCTD STD 818 SCALE: 1" = 20' oA)L/ OFFSITE REVISIONS RIVERSIDE C FLOOD CONTROL PROJECT NO. WATER CO N DISTRICT WARM SPRINGS VALLEY 7-0-0192 RECOMMENDED FOR APPR VAL B BY:, MADDALENA RD STORM DRAIN, STAGE 1. DRAWING NO. /C 7-0538 am / LINE "A" SHEET NO. DATE: � DATE: 9e//0"?h6 STA 1+07.64 TO STA 4+50.00 9 3 of 18 REF. DESCRIPTION APPR. DATE 1 'a'17127 w G Exp. 6/30/16 TT CIV1� OF CALF ®HUNSAKEP, & ASSOCIATES Don't Dig ... Until You Call U.S.A. Toll Free BENCH MARK I R V I N E , I N C 1-800-227-2600 0.65 MILES WEST OF LAKE SKINNER DAM, AT THE PLANNING • ENGINEERING • SURVEYING SOUTHWEST CORNER OF BENTON RD AND WASHINGTON Twee twghes IMM CA 92618 • PFR O0 5834010 FX: (%9) 683.0759euRle° for the location ST, 65 FEET WEST OF THE CENTERLINE OF of buried WASHINGTON ST, 48 FEET SOUTH OF THE CENTERLINE utility lines. OF BENTON RD, 29 FEET SOUTHWEST OF POWER POLE Don't disrupt NO. 4214121E, A 3-1/4 INCH STANDARD MWDSC vital services. ALUMINUM DISK, SET FLUSH, IN TOP OF THE NORTHEAST CORNER OFA 6 FEET BY 11 FEET SLAB 'O FOR GTE TELEPHONE RISER XTBN. MOHAMMED ROWTHER R.C.E. NO. 37127 DATE TWO WORIOND DAYS BEFORE You wD ELEV: 1397.45 FT DATUM: NAVD88 a y MADDALENA RD R W 30, 30 10' Z STORMDRAT 0W12 SECTION AT STA 7+00 EX GROUND TYPICAL FROM STA 4+50 TO STA 8+00 0 5 10 20 SCALE: 1" = 10' NOTE: UTILITIES ON TYPICAL SECTION DOES NOT CONFORM TO RCTD STANDARD 817 CONSTRUCTION NOTES: O9 CONST CONCRETE SUPPORT OVER RCP PER DETAIL 3 ON SHT 2. 15 INST 84" RCP (D -LOAD PER PROFILE). 18 CONST MH NO 2 PER RCFC&WCD STD MH252. 42 CONST MH CONCRETE COLLAR PER DETAIL 1 ON SHT 2. DISPOSITION NOTES ❑1 PROTECT IN PLACE �2 REMOVE AND DISPOSE ❑3 RELOCATE AS NOTED ® REMOVE AND REPLACE 0 10 20 40 SCALE: 1" = 20' REVISIONS RIVERSIDEFLOOD CONTROL WATER C N DISTRICT RECO FOR APPROVAL ffiMPFEPOVED `/`',(�.G-. DATE: i�L� DATE: REF. DESCRIPTION APPR. DATE WARM SPRINGS VALLEY MADDALENA RD STORM DRAIN, STAGE 1 LINE „A" STA 4+50.00 TO STA 8+00.00 16 5_+I00 6+00 7+00 Ld ...._._. ------- _ _.__ ......_ _... _. _____ Z W NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL LLI Z. ' ! m 0 UTILITIES CROSSING OR PARALLELING THE 0 M U STORM DRAIN UNLESS OTHERWISE NOTED � 0 �o - 0 Z .... 2 CN Fy OFFSITEof , .. E Q -. PROJECT NO. 7-0-0192 z Lri �a 7-0538 z + - ; 1385 SHEET NO. =^ _ Ln /--EXISTING GROUND - ...... . _.. . 'a'17127 w G Exp. 6/30/16 TT CIV1� OF CALF ®HUNSAKEP, & ASSOCIATES Don't Dig ... Until You Call U.S.A. Toll Free BENCH MARK I R V I N E , I N C 1-800-227-2600 0.65 MILES WEST OF LAKE SKINNER DAM, AT THE PLANNING • ENGINEERING • SURVEYING SOUTHWEST CORNER OF BENTON RD AND WASHINGTON Twee twghes IMM CA 92618 • PFR O0 5834010 FX: (%9) 683.0759euRle° for the location ST, 65 FEET WEST OF THE CENTERLINE OF of buried WASHINGTON ST, 48 FEET SOUTH OF THE CENTERLINE utility lines. OF BENTON RD, 29 FEET SOUTHWEST OF POWER POLE Don't disrupt NO. 4214121E, A 3-1/4 INCH STANDARD MWDSC vital services. ALUMINUM DISK, SET FLUSH, IN TOP OF THE NORTHEAST CORNER OFA 6 FEET BY 11 FEET SLAB 'O FOR GTE TELEPHONE RISER XTBN. MOHAMMED ROWTHER R.C.E. NO. 37127 DATE TWO WORIOND DAYS BEFORE You wD ELEV: 1397.45 FT DATUM: NAVD88 a y MADDALENA RD R W 30, 30 10' Z STORMDRAT 0W12 SECTION AT STA 7+00 EX GROUND TYPICAL FROM STA 4+50 TO STA 8+00 0 5 10 20 SCALE: 1" = 10' NOTE: UTILITIES ON TYPICAL SECTION DOES NOT CONFORM TO RCTD STANDARD 817 CONSTRUCTION NOTES: O9 CONST CONCRETE SUPPORT OVER RCP PER DETAIL 3 ON SHT 2. 15 INST 84" RCP (D -LOAD PER PROFILE). 18 CONST MH NO 2 PER RCFC&WCD STD MH252. 42 CONST MH CONCRETE COLLAR PER DETAIL 1 ON SHT 2. DISPOSITION NOTES ❑1 PROTECT IN PLACE �2 REMOVE AND DISPOSE ❑3 RELOCATE AS NOTED ® REMOVE AND REPLACE 0 10 20 40 SCALE: 1" = 20' REVISIONS RIVERSIDEFLOOD CONTROL WATER C N DISTRICT RECO FOR APPROVAL ffiMPFEPOVED `/`',(�.G-. DATE: i�L� DATE: REF. DESCRIPTION APPR. DATE WARM SPRINGS VALLEY MADDALENA RD STORM DRAIN, STAGE 1 LINE „A" STA 4+50.00 TO STA 8+00.00 16 Ld Z W LLI Z. ! m 0 0 M U � 0 �o - 0 Z 2 TR 30069-2 Wm OFFSITEof Q a PROJECT NO. 7-0-0192 DRAWING NO. �a 7-0538 No SHEET NO. =^ Ln 4 OF 18' o NON CO MA/Nr,' B-6 42 - ._..._. _...., - - 5 6 MADDALENA R © b r� - --- � �. - - 15 18 LINE »A>, N 00032'15" Erih 15 __ /%m LA j U m \ O V - 00 z N Q 1- ry - ty V �,p Lo z_ d1 N z Lv) z_ a _ (� C3 L0 �,O 3 Eil PLAN 'a'17127 w G Exp. 6/30/16 TT CIV1� OF CALF ®HUNSAKEP, & ASSOCIATES Don't Dig ... Until You Call U.S.A. Toll Free BENCH MARK I R V I N E , I N C 1-800-227-2600 0.65 MILES WEST OF LAKE SKINNER DAM, AT THE PLANNING • ENGINEERING • SURVEYING SOUTHWEST CORNER OF BENTON RD AND WASHINGTON Twee twghes IMM CA 92618 • PFR O0 5834010 FX: (%9) 683.0759euRle° for the location ST, 65 FEET WEST OF THE CENTERLINE OF of buried WASHINGTON ST, 48 FEET SOUTH OF THE CENTERLINE utility lines. OF BENTON RD, 29 FEET SOUTHWEST OF POWER POLE Don't disrupt NO. 4214121E, A 3-1/4 INCH STANDARD MWDSC vital services. ALUMINUM DISK, SET FLUSH, IN TOP OF THE NORTHEAST CORNER OFA 6 FEET BY 11 FEET SLAB 'O FOR GTE TELEPHONE RISER XTBN. MOHAMMED ROWTHER R.C.E. NO. 37127 DATE TWO WORIOND DAYS BEFORE You wD ELEV: 1397.45 FT DATUM: NAVD88 a y MADDALENA RD R W 30, 30 10' Z STORMDRAT 0W12 SECTION AT STA 7+00 EX GROUND TYPICAL FROM STA 4+50 TO STA 8+00 0 5 10 20 SCALE: 1" = 10' NOTE: UTILITIES ON TYPICAL SECTION DOES NOT CONFORM TO RCTD STANDARD 817 CONSTRUCTION NOTES: O9 CONST CONCRETE SUPPORT OVER RCP PER DETAIL 3 ON SHT 2. 15 INST 84" RCP (D -LOAD PER PROFILE). 18 CONST MH NO 2 PER RCFC&WCD STD MH252. 42 CONST MH CONCRETE COLLAR PER DETAIL 1 ON SHT 2. DISPOSITION NOTES ❑1 PROTECT IN PLACE �2 REMOVE AND DISPOSE ❑3 RELOCATE AS NOTED ® REMOVE AND REPLACE 0 10 20 40 SCALE: 1" = 20' REVISIONS RIVERSIDEFLOOD CONTROL WATER C N DISTRICT RECO FOR APPROVAL ffiMPFEPOVED `/`',(�.G-. DATE: i�L� DATE: REF. DESCRIPTION APPR. DATE WARM SPRINGS VALLEY MADDALENA RD STORM DRAIN, STAGE 1 LINE „A" STA 4+50.00 TO STA 8+00.00 16 am� U Z W l N ! m 0 0 M U � 0 �o 0 Z a TR 30069-2 Wm OFFSITEof a PROJECT NO. 7-0-0192 DRAWING NO. �a 7-0538 No SHEET NO. =^ Ln 4 OF 18' o am� I-' LAN r- HUNSAKER & ASSOCIATES Don't Dig ... Until You Call U.S.A. Toll Free BENCH MARK REVISIONS 1E� l I R V I N E, I N C 0.65 MILES WEST OF LAKE SKINNER DAM, AT THE �c4 Kyf ® PLANNING • ENGINEERING ■ SURVEYING 1-800-227-2600 SOUTHWEST CORNER OF BENTON RD AND WASHINGTON rrj ,0 A Thm Hughes Inkie, CA 92610 • PFt (949) 5878110 • FX* (949) 5870759 for the location ST, 65 FEET WEST OF THE CENTERLINE OF No. 37127 �a�D of buried i8 m cne� WASHINGTON ST, 48 FEET SOUTH OF THE CENTERLINE rn utility lines. OF BENTON RD, 29 FEET SOUTHWEST OF POWER POLE EXp' 15�30J18 D� Don't disrupt NO. 4214121E, A 3-1/4 INCH STANDARD MWDSC CIVIV t O ��%/16 f vital services. ALUMINUM DISK, SET FLUSH, IN TOP OF THE N 7 NORTHEAST CORNER OF A 6 FEET BY 11 FEET SLAB QF CAl�4 FOR GTE TELEPHONE RISER XTBN. MOHAMMED ROWTHER R.C.E. NO. 37127 DATE two WORKING DAYS BEFORE You ao ELEV: 1397.45 FT DATUM: NAVD88 REF. DESCRIPTION • ••. • -• - NIN DISTRICT DATE: I�m R/W MADDALENA RD R/W L 30' I _ 30' _ 10' � STORM DRAIN EX GROUND � �W12 84' RCP SECTION AT STA 10+00 TYPICAL FROM STA 9+61.59 TO STA 10+27.50 0 5 10 20 SCALE: 1" = 10' NOTE: UTILITIES ON TYPICAL SECTION DOES NOT CONFORM TO RCTD STANDARD 817 U DISPOSITION NOTES PROTECT IN PLACE N F2 REMOVE AND DISPOSE 03 RELOCATE AS NOTED�o ® REMOVE AND REPLACE 0 10 20 40 0� 0 Z I 5 SCALE: 1" = 20' a TR 30069-2 m OFFSITE PROJECT NO. m'E WARM SPRINGS VALLEY 7-0-0192:01 0f MADDALENA RD STORM DRAIN, STAGE 1 DRAWING NO. :2Q O N 7-0538 N� LINE "A"� SHEET N0. STA 8+00.00 TO STA 11+50.00 N� 5 of 18 03 R38 tktA CONSTRUCTION NOTES: 15 INST 84" RCP (D—LOAD PER PROFILE). 18 CONST MH NO 2 PER RCFC&WCD STD MH252. 19 CONST MH NO 3 PER RCFC&WCD STD MH253. 25 CONST TS NO 1 (RCP TO SINGLE RCB) PER RCFC&WCD STD TS301. 28 CONST TS NO 4 (7'H X 8'W SINGLE RCB SECTION PER CALTRANS STD D80 TO DOUBLE RCB) PER RCFC&WCD STD TS304. 33 CONST 4' H X 5' W DRCB PER CALTRANS STD D81. 42 CONST MH CONCRETE COLLAR PER DETAIL 1 ON SHT 2. 45 CONST CONCRETE SUPPORT OVER RCB PER DETAIL 2 ON SHT 2. U DISPOSITION NOTES PROTECT IN PLACE N F2 REMOVE AND DISPOSE 03 RELOCATE AS NOTED�o ® REMOVE AND REPLACE 0 10 20 40 0� 0 Z I 5 SCALE: 1" = 20' a TR 30069-2 m OFFSITE PROJECT NO. m'E WARM SPRINGS VALLEY 7-0-0192:01 0f MADDALENA RD STORM DRAIN, STAGE 1 DRAWING NO. :2Q O N 7-0538 N� LINE "A"� SHEET N0. STA 8+00.00 TO STA 11+50.00 N� 5 of 18 03 R38 tktA W z J a . m< wo LINE "A" 13:60 to ___._... .. _. 1360 V)U aw„ t t Ld w Iul FQ— ` X50 LF 84� RCP (D-1000)ca r 1355 ; Q 1355 . , ., BY ZOEC&NCD, _ ____.VRIPTA1NED ----------------------------------'----------- -------- - --- --- ------ = —--------------------- Q __. PROFILE SCALES HORZ: 1,, =20' VERT: 1" =5' PROFILE ' W z J R/W 30' q STORM DRAIN I 10' MADDALENA RD 30' 4" RCP 0W12 EX GROUND SECTION AT STA 13+00 TYPICAL FROM STA 11+50 TO STA 15+00 0 5 10 20 SCALE: 1" — 10' NOTE: UTILITIES ON TYPICAL SECTION DOES NOT CONFORM TO RCTD STANDARD 817 CONSTRUCTION NOTES: 15 INST 84" RCP (D -LOAD PER PROFILE). DISPOSITION NOTES ❑1 PROTECT IN PLACE 72 REMOVE AND DISPOSE RELOCATE AS NOTED ® REMOVE AND REPLACE R/W J S U Z W N m O M U U O 010 0 10 20 40 C z SCALE: 1" = 20' a �- OFFS0069-2 �m ITE 0 a- a PROJECTN0. WARM SPRINGS VALLEY 7-0-0192 0= zQ DRAWING No. m< wo LINE "A" 7-0538 N co SHEET NO. V)U STA 11+50.00 TO STA 15+00.00 6 of 18 Ld w m J m _ ----------------------------------'----------- -------- - --- --- ------ = —--------------------- Q R/W 30' q STORM DRAIN I 10' MADDALENA RD 30' 4" RCP 0W12 EX GROUND SECTION AT STA 13+00 TYPICAL FROM STA 11+50 TO STA 15+00 0 5 10 20 SCALE: 1" — 10' NOTE: UTILITIES ON TYPICAL SECTION DOES NOT CONFORM TO RCTD STANDARD 817 CONSTRUCTION NOTES: 15 INST 84" RCP (D -LOAD PER PROFILE). DISPOSITION NOTES ❑1 PROTECT IN PLACE 72 REMOVE AND DISPOSE RELOCATE AS NOTED ® REMOVE AND REPLACE R/W J S U Z W N m O M U U O 010 0 10 20 40 C z SCALE: 1" = 20' a �- OFFS0069-2 �m ITE 0 a- a PROJECTN0. WARM SPRINGS VALLEY 7-0-0192 0= MADDALENA RD STORM DRAIN, STAGE 1 DRAWING No. m< LINE "A" 7-0538 N co SHEET NO. '6 STA 11+50.00 TO STA 15+00.00 6 of 18 co 03 15+29.61 LINE "A"= 9+93.54 LINE "B" Z J 0 ro -N-00032"I 5" 44' 7 _m \ __ ,15' E W12 CL w z LOLO 000 Q z O w z B 16 Lv N 00003'41" E -� LAJ I 1 WV 2) CURVE DAT A = 61'43'03- R = 22.50' T = 13.44' L = 24.24' PRC/BC = STA 15+73.03 EC = STA 15+97.27 PI = N 2162304.99 E 6305156.44 17 of NOP/ 60 A! AIn/? 18 �g-3-- CURVE DATA U — 62011'37' R 22.50' T = 13.57' L = 24.42' BC = STA 15+48.61' PRC/EC = STA 15+73.03 PI = N 2162292.17 E 6305180.22 ®HUNSAKER & ASSOCIATES Don't Dig ... Until You Call U.S.A. Toll Free BENCH MARK I R V I N E I N C 1-800-227-2600 0.65 MILES WEST OF LAKE SKINNER DAM, AT THE PLANNING • ENGINEERING a SURVEYING SOUTHWEST CORNER OF BENTON RD AND WASHINGTON Thee 1 Irvtrk CA 51518 • PH: (949) 50.1= • FX: (949) 583.0759 quRm for the location ST, 65 FEET WEST OF THE CENTERLINE OF c of buried WASHINGTON ST, 48 FEET SOUTH OF THE CENTERLINE utility lines. OF BENTON RD, 29 FEET SOUTHWEST OF POWER POLE i% Don't disrupt NO. 4214121E, A 3-1/4 INCH STANDARD MWDSC / vital services. ALUMINUM DISK, SET FLUSH, IN TOP OF THE f"'e,/ NORTHEASGTETELORNEREPHONOFA 6XFEE BY 11 FEET SLAB MOHAMMED ROWTHER R.C.E. NO. 37127 DATE TWO WORMING DAYS BEFORE YOU rnD I ELEV: 1397.45 FT DATUM: NAVD88 CV 11 22 CL ALEGRE VISTA RD RAW VARIES VARIES ---------- _/-EX GROUND STORM DRAIN 66" RCP SECTION AT STA 17+00 TYPICAL FROM STA 16+05.27 TO STA 18+50.00 0 5 10 20 SCALE: 1" = 10' NOTE: UTILITIES ON TYPICAL SECTION DOES NOT CONFORM TO RCTD STANDARD 817 CONSTRUCTION NOTES: 13 INST 66" RCP (D -LOAD PER PROFILE). 15 INST 84" RCP (D -LOAD PER PROFILE). 21 CONST MH NO 4 PER RCFC&WCD STD MH254: A=30°,B=66",C=18',D1=66" D2=84',ELEV R=1373.07',ELEV S=1373.02'. 42 CONST MH CONCRETE COLLAR PER DETAIL 1 ON SHT 2. 44 SUPPORT EXISTING CONDUIT ACROSS TENCH PER SPPWC STD 224-2. 46 INST TEMPORARY WATER SYSTEM SUPPORT PER LADWP STD DWG A3615.A. ��1�y1�I►y�[�7►��[��y ❑1 PROTECT IN PLACE ❑2 REMOVE AND DISPOSE �3 RELOCATE AS NOTED REMOVE AND REPLACE DISTRICTRIVERSIDE C#' ---'-,FLOOD CONTROL WATER CO N RECOMMENDED FOR APPROVAL VED BY- �a e• ... lei, I J S U Z W I N i m 0 0 0 M �U 0 0 10 20 40 Z 3 SCALE: 1" = 20' a cy'OR FS0069-2 �m 0 a ITE PROJECT NO. WARM SPRINGS VALLEY 7-0-0192 0� ALEGRE VISTA RD STORM DRAIN, SAGE 1 DRAWING NO. �¢ N 7-0538 o LINE "A"SHEET NO. �� STA 15+00.00 TO STA 18+50.00 7 OF 18 0 Li c� z Lv z of NOP/ 60 A! AIn/? 18 �g-3-- CURVE DATA U — 62011'37' R 22.50' T = 13.57' L = 24.42' BC = STA 15+48.61' PRC/EC = STA 15+73.03 PI = N 2162292.17 E 6305180.22 ®HUNSAKER & ASSOCIATES Don't Dig ... Until You Call U.S.A. Toll Free BENCH MARK I R V I N E I N C 1-800-227-2600 0.65 MILES WEST OF LAKE SKINNER DAM, AT THE PLANNING • ENGINEERING a SURVEYING SOUTHWEST CORNER OF BENTON RD AND WASHINGTON Thee 1 Irvtrk CA 51518 • PH: (949) 50.1= • FX: (949) 583.0759 quRm for the location ST, 65 FEET WEST OF THE CENTERLINE OF c of buried WASHINGTON ST, 48 FEET SOUTH OF THE CENTERLINE utility lines. OF BENTON RD, 29 FEET SOUTHWEST OF POWER POLE i% Don't disrupt NO. 4214121E, A 3-1/4 INCH STANDARD MWDSC / vital services. ALUMINUM DISK, SET FLUSH, IN TOP OF THE f"'e,/ NORTHEASGTETELORNEREPHONOFA 6XFEE BY 11 FEET SLAB MOHAMMED ROWTHER R.C.E. NO. 37127 DATE TWO WORMING DAYS BEFORE YOU rnD I ELEV: 1397.45 FT DATUM: NAVD88 CV 11 22 CL ALEGRE VISTA RD RAW VARIES VARIES ---------- _/-EX GROUND STORM DRAIN 66" RCP SECTION AT STA 17+00 TYPICAL FROM STA 16+05.27 TO STA 18+50.00 0 5 10 20 SCALE: 1" = 10' NOTE: UTILITIES ON TYPICAL SECTION DOES NOT CONFORM TO RCTD STANDARD 817 CONSTRUCTION NOTES: 13 INST 66" RCP (D -LOAD PER PROFILE). 15 INST 84" RCP (D -LOAD PER PROFILE). 21 CONST MH NO 4 PER RCFC&WCD STD MH254: A=30°,B=66",C=18',D1=66" D2=84',ELEV R=1373.07',ELEV S=1373.02'. 42 CONST MH CONCRETE COLLAR PER DETAIL 1 ON SHT 2. 44 SUPPORT EXISTING CONDUIT ACROSS TENCH PER SPPWC STD 224-2. 46 INST TEMPORARY WATER SYSTEM SUPPORT PER LADWP STD DWG A3615.A. ��1�y1�I►y�[�7►��[��y ❑1 PROTECT IN PLACE ❑2 REMOVE AND DISPOSE �3 RELOCATE AS NOTED REMOVE AND REPLACE DISTRICTRIVERSIDE C#' ---'-,FLOOD CONTROL WATER CO N RECOMMENDED FOR APPROVAL VED BY- �a e• ... lei, I J S U Z W I N i m 0 0 0 M �U 0 0 10 20 40 Z 3 SCALE: 1" = 20' a cy'OR FS0069-2 �m 0 a ITE PROJECT NO. WARM SPRINGS VALLEY 7-0-0192 0� ALEGRE VISTA RD STORM DRAIN, SAGE 1 DRAWING NO. �¢ N 7-0538 o LINE "A"SHEET NO. �� STA 15+00.00 TO STA 18+50.00 7 OF 18 0 0 N r 21 A10A1 CO MAavT No. 37127 UP.. 6/30/16 HUNSAKER & ASSOCIATES Don't Dig ... Until You Call U.S.A: Toll Free BENCH MARK I R V 1 N E, I N C 1-$00-227-2600 0.65 MILES WEST OF LAKE SKINNER DAM, AT THE PLANNING • ENGINEERING • SURVEYING SOUTHWEST CORNER OF BENTON RD AND WASHINGTON z _ Three Hughes Imo• CA 93616 • PH: (949) 5834010 • fx: (gas) M-0759 for the location ST, 65 FEET WEST OF THE CENTERLINE OF of buried WASHINGTON ST, 48 FEET SOUTH OF THE CENTERLINE utility lines. OF BENTON RD, 29 FEET SOUTHWEST OF POWER POLE d Don't disrupt AL INUM 1E, A ET FLU INCH STANDARD MWDSC vital services. ALUMINUM DISK, SET FLUSH, IN TOP OF THE NORTHEAST CORNER OF A 6 FEET BY 11 FEET SLAB FOR GTE TELEPHONE RISER XTBN. MOHAMMED ROWTHER R.C.E. NO. 37127 DATE TWO WORIOHc MYS BEFORE YOU DIG ELEV: 1397.45 FT DATUM: NAVD88 n 0 n REVISIONS RIVERSIDE C FLOOD CONTROL WATER C N DISTRICT RECOMMENDED FOR PROVALmm w 7, ED BY' v, DATE: DATE: / ie REF. DESCRIPTION APPR. DATE ALEGRE VISTA RD R/W 30' STORM DRAIN EX GROUND 12' RCP SECTION AT STA 19+50 TYPICAL FROM STA 18+50 TO STA 22+00 0 5 "0 20 SCALE: 1" = 10' NOTE: UTILITIES ON TYPICAL SECTION DOES NOT CONFORM TO RCTD STANDARD 817 CONSTRUCTION NOTES: 13 INST 66" RCP (D -LOAD PER PROFILE). 18 CONST MH NO 2 PER RCFC&WCD STD MH252. 42 CONST MH CONCRETE COLLAR PER DETAIL 1 ON SHT 2. DISPOSITION NOTES 71 PROTECT IN PLACE [2 REMOVE AND DISPOSE 73 RELOCATE AS NOTED ® REMOVE AND REPLACE 0 10 20 40 SCALE: 1" = 20' WARM SPRINGS VALLEY ALEGRE VISTA RD STORM DRAIN, SAGE 1 LINE "A}' STA 18+50.00 TO STA 22+00.00 S U Z w I N a) O 0 U O ofM 0 z z 13 19 TR 30069-2 :2m OFFSITE 21 A10A1 CO MAavT No. 37127 UP.. 6/30/16 HUNSAKER & ASSOCIATES Don't Dig ... Until You Call U.S.A: Toll Free BENCH MARK I R V 1 N E, I N C 1-$00-227-2600 0.65 MILES WEST OF LAKE SKINNER DAM, AT THE PLANNING • ENGINEERING • SURVEYING SOUTHWEST CORNER OF BENTON RD AND WASHINGTON z _ Three Hughes Imo• CA 93616 • PH: (949) 5834010 • fx: (gas) M-0759 for the location ST, 65 FEET WEST OF THE CENTERLINE OF of buried WASHINGTON ST, 48 FEET SOUTH OF THE CENTERLINE utility lines. OF BENTON RD, 29 FEET SOUTHWEST OF POWER POLE d Don't disrupt AL INUM 1E, A ET FLU INCH STANDARD MWDSC vital services. ALUMINUM DISK, SET FLUSH, IN TOP OF THE NORTHEAST CORNER OF A 6 FEET BY 11 FEET SLAB FOR GTE TELEPHONE RISER XTBN. MOHAMMED ROWTHER R.C.E. NO. 37127 DATE TWO WORIOHc MYS BEFORE YOU DIG ELEV: 1397.45 FT DATUM: NAVD88 n 0 n REVISIONS RIVERSIDE C FLOOD CONTROL WATER C N DISTRICT RECOMMENDED FOR PROVALmm w 7, ED BY' v, DATE: DATE: / ie REF. DESCRIPTION APPR. DATE ALEGRE VISTA RD R/W 30' STORM DRAIN EX GROUND 12' RCP SECTION AT STA 19+50 TYPICAL FROM STA 18+50 TO STA 22+00 0 5 "0 20 SCALE: 1" = 10' NOTE: UTILITIES ON TYPICAL SECTION DOES NOT CONFORM TO RCTD STANDARD 817 CONSTRUCTION NOTES: 13 INST 66" RCP (D -LOAD PER PROFILE). 18 CONST MH NO 2 PER RCFC&WCD STD MH252. 42 CONST MH CONCRETE COLLAR PER DETAIL 1 ON SHT 2. DISPOSITION NOTES 71 PROTECT IN PLACE [2 REMOVE AND DISPOSE 73 RELOCATE AS NOTED ® REMOVE AND REPLACE 0 10 20 40 SCALE: 1" = 20' WARM SPRINGS VALLEY ALEGRE VISTA RD STORM DRAIN, SAGE 1 LINE "A}' STA 18+50.00 TO STA 22+00.00 S U Z w I N a) O 0 U O ofM 0 z z 5 a TR 30069-2 :2m OFFSITE a - : PROJECT NO. 7-0-0192 z0 0of DRAWING NO. �a 7-0538 aM SHEET NO.�—� OF 18 03 W-111 60' 30, 30' CURVE DATA 25050'45" R = 45.00' o T = 10.33' L = 20.30' Lv PRC/BC = STA 22+34.70 3: Lli EC = STA 22+55.00 Ln m P1 = N 21629642162964.47 E 6305150.15 F---- ------ Ln RIP —F m Am vy TV LLJ ----------- Z T — ----K---2-3, --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 13 0 0 N r)nonyai" LLI O Lj U C14 Z +0 z Z) C4 TR 30069-2 z OFFSITE z 04 M 7-0-0192 0 0 0 DRAWING NO. m C) CURVE DATA SHEET NO. N00 Z5047'04!' 03 TISS WA R = 45.00' 0 T = TQ.30' L 2,91.25' Ce l L �- BC STA 22+14.45 PRC/EC = STA 22+34.70 z W-111 60' 30, 30' CURVE DATA 25050'45" R = 45.00' o T = 10.33' L = 20.30' Lv PRC/BC = STA 22+34.70 3: Lli EC = STA 22+55.00 Ln m P1 = N 21629642162964.47 E 6305150.15 F---- ------ Ln RIP —F m Am vy TV LLJ ----------- Z T — ----K---2-3, --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 13 0 0 N r)nonyai" HUNSAKER & ASSOCIATES Don't Dig ... Until You Call U.S.A. Toll Free BENCH MARK -." ��0010�w� I R V I N E , I N C . 1-800-227-2600 0.65 MILES WEST OF LAKE SKINNER DAM, AT THE PLANNING a ENGINEERING SURVEYING SOUTHWEST CORNER OF BENTON RD AND WASHINGTON 111ift HUgheS Imk1k CA 92616 - Pit (949) 583-1MG • FX (949) SOW" for the location ST, 65 FEET WEST OF THE CENTERLINE OF of buried WASHINGTON ST, 48 FEET SOUTH OF THE CENTERLINE utility lines. OF BENTON RD, 29 FEET SOUTHWEST OF POWER POLE Don't disrupt NO. 4214121E, A 3-1/4 INCH STANDARD MWDSC vital services. ALUMINUM DISK, SET FLUSH, IN TOP OF THE NORTHEAST CORNER OF A 6 FEET BY 11 FEET SLAB FOR GTE TELEPHONE RISER XTBN. MOHAMMED ROWrHER R.C.E. NO. 37127 DATE TWO WORIGM DAYS BEFM YOU DIG ELEV: 1397.45 FT DATUM: NAVD88 25 B- LI 44 �' LLI O U C14 z +0 z Z) C4 TR 30069-2 z OFFSITE z 04 M 7-0-0192 0 0 0 DRAWING NO. m C) CURVE DATA SHEET NO. N00 Z5047'04!' 03 TISS WA R = 45.00' T = TQ.30' L 2,91.25' Ce l L �- BC STA 22+14.45 PRC/EC = STA 22+34.70 z Pt = IN 2,162,945.88 E 6,305,159.13 Z, HUNSAKER & ASSOCIATES Don't Dig ... Until You Call U.S.A. Toll Free BENCH MARK -." ��0010�w� I R V I N E , I N C . 1-800-227-2600 0.65 MILES WEST OF LAKE SKINNER DAM, AT THE PLANNING a ENGINEERING SURVEYING SOUTHWEST CORNER OF BENTON RD AND WASHINGTON 111ift HUgheS Imk1k CA 92616 - Pit (949) 583-1MG • FX (949) SOW" for the location ST, 65 FEET WEST OF THE CENTERLINE OF of buried WASHINGTON ST, 48 FEET SOUTH OF THE CENTERLINE utility lines. OF BENTON RD, 29 FEET SOUTHWEST OF POWER POLE Don't disrupt NO. 4214121E, A 3-1/4 INCH STANDARD MWDSC vital services. ALUMINUM DISK, SET FLUSH, IN TOP OF THE NORTHEAST CORNER OF A 6 FEET BY 11 FEET SLAB FOR GTE TELEPHONE RISER XTBN. MOHAMMED ROWrHER R.C.E. NO. 37127 DATE TWO WORIGM DAYS BEFM YOU DIG ELEV: 1397.45 FT DATUM: NAVD88 25 B- LI 44 �' ALEGRE VISTA RD R/W 21' i 91 STORM DRAIN--� EX GROUND I ft;`SD24 24!' RCP SECTION AT STA 24+00 TYPICAL FROM STA 23+24.15 TO STA 25+43.79 0 5 10 20 SCALE: 1" — 10' NOTE: UTILITIES ON TYPICAL SECTION DOES NOT CONFORM TO RCTD STANDARD 817 CONSTRUCTION NOTES: 10 INST 24!' RCP (D—LOAD PER PROFILE). 13 INST 66" RCP (D—LOAD PER PROFILE). IS INST 48" RCP (D—LOAD PER PROFILE). 17 CONST MH NO 1 PER RCFC&WCD STD MH251. 20 CONST CONCRETE COLLAR PER RCFC&WCD STD M803. 22 CONST MH NO 4 PER RCFC&WCD STD MH254: A=45*,B=48!',C=7.62',D1=24!', D2=66",ELEV R=1371.75',ELEV S=1376.77'. 34 CONST MODIFIED CONCRETE DROP INLET (CB 110) PER DETAILS ON SHT 17: V= 10.2'. 41 CONST SPECIAL CONNECTION TO CATCH BASIN PER RCFC&WCD STD C13109. 42 CONST MH CONCRETE COLLAR PER DETAIL 1 ON SHT 2. 1 DISPOSITION NOTES 0 0 20 40 z W SCAT E: 1 20' PROTECT IN PLACE REMOVE AND DISPOSE RELOCATE AS NOTED REMOVE AND REPLACE REVISIONS I I I RIVERSIDE � FLOOD CONTROL RECOMMENDED FORA ROVAL ITIM PKIPrP ,,FOVED BY: DATE: DATE: REF. DESCRIPTION -APPIR. DATE WARM SPRINGS VALLEY ALEGRE VISTA RD STORM DRAIN, SAGE 1 LINE "All STA 22+00.00 TO STA 25+43.79 O U C14 ALEGRE VISTA RD R/W 21' i 91 STORM DRAIN--� EX GROUND I ft;`SD24 24!' RCP SECTION AT STA 24+00 TYPICAL FROM STA 23+24.15 TO STA 25+43.79 0 5 10 20 SCALE: 1" — 10' NOTE: UTILITIES ON TYPICAL SECTION DOES NOT CONFORM TO RCTD STANDARD 817 CONSTRUCTION NOTES: 10 INST 24!' RCP (D—LOAD PER PROFILE). 13 INST 66" RCP (D—LOAD PER PROFILE). IS INST 48" RCP (D—LOAD PER PROFILE). 17 CONST MH NO 1 PER RCFC&WCD STD MH251. 20 CONST CONCRETE COLLAR PER RCFC&WCD STD M803. 22 CONST MH NO 4 PER RCFC&WCD STD MH254: A=45*,B=48!',C=7.62',D1=24!', D2=66",ELEV R=1371.75',ELEV S=1376.77'. 34 CONST MODIFIED CONCRETE DROP INLET (CB 110) PER DETAILS ON SHT 17: V= 10.2'. 41 CONST SPECIAL CONNECTION TO CATCH BASIN PER RCFC&WCD STD C13109. 42 CONST MH CONCRETE COLLAR PER DETAIL 1 ON SHT 2. 1 DISPOSITION NOTES 0 0 20 40 z W SCAT E: 1 20' PROTECT IN PLACE REMOVE AND DISPOSE RELOCATE AS NOTED REMOVE AND REPLACE REVISIONS I I I RIVERSIDE � FLOOD CONTROL RECOMMENDED FORA ROVAL ITIM PKIPrP ,,FOVED BY: DATE: DATE: REF. DESCRIPTION -APPIR. DATE WARM SPRINGS VALLEY ALEGRE VISTA RD STORM DRAIN, SAGE 1 LINE "All STA 22+00.00 TO STA 25+43.79 U z TR 30069-2 z OFFSITE PROJECT NO. M 7-0-0192 0 0 DRAWING NO. C) 7-0538 SHEET NO. N00 9 OF 18 ] 03 TISS WA 0 No. 37127 Exp. 6/50/16 —i iCN % 0 o T �� b �. 15+29.61 LINE "N' << � 1_) I � 9+93.54 LINE "B" —10,_1pi ^ A' -30' it 30' PLAN V ( 40' EASEMENT ®HUNSAKER & ASSOCIATES Don't Dig ... Until You Call U.S.A. Toll Free BENCH MARK REVISIONS I R V I N E , I N C 1-800-227-2600 0.65 MILES WEST OF LAKE SKINNER DAM, AT THE PLANNINC ■ ENGINEERING • SURVEYING SOUTHWEST CORNER OF BENTON RD AND WASHINGTON Thee Hughes Irvine CA 9Nr1gi t949) 583wt0 • t7c (949) 5830759 dam for the location ST, 65 FEET WEST OF THE CENTERLINE OF ceB�E of buried WASHINGTON ST, 48 FEET SOUTH OF THE CENTERLINE utility lines. OF BENTON RD, 29 FEET SOUTHWEST OF POWER POLE A Don't disrupt NO. 4214121E, A 3-1/4 INCH STANDARD MWDSC vital services. ALUMINUM DISK, SET FLUSH, IN TOP OF THE r! r7l�i J NORTHEAST CORNER OF A 6 FEEL' BY 11 FEET SLAB MOHAMMED ROWTHER R.C.E. NO. 37127 DATE FOR GTE TELEPHONE RISER XTBN. � Two woRRlnc oAts eEsaRE rou o1c ELEV: 1397.45 FT DATUM: NAVD88 f i4m • RIVERSIDE RECOMMENDED FOR AP ROVAL B DATE: DATE: DATE CONTROL m CL THOMPSON RD F 20' EX GROUND � STORM DRAIN W120 42" RCP SECTION AT STA 11+50 TYPICAL FROM STA 10+86.37 TO STA 13+50.00 0 5 10 20 SCALE: 1" — 10' NOTE: UTILITIES ON TYPICAL SECTION DOES NOT CONFORM TO RCTD STANDARD 817 * ALL RCP AS SHOWN SHALL HAVE A MINIMUM OF 3" CONCRETE COATING ON THE INSIDE PER GENERAL NOTE #24. CONSTRUCTION NOTES: -. •• o (D—LOAD a -m 12 0 p (D—LOAD PER PROFILE). 13 INST 66" RCP (D—LOAD �z 18 M 2 PER RCFC&WCD STD MH252 23 CONST MH NO 4 Q� D2=66", ELEV Lin S=1373.29'. 40 Q CONCRETE DROP INLET (CB 110) PER DETAILS ON SHT 17: Q V=12.0' N c� o U} n TO CATCH BASIN RIVERSIDE RECOMMENDED FOR AP ROVAL B DATE: DATE: DATE CONTROL m CL THOMPSON RD F 20' EX GROUND � STORM DRAIN W120 42" RCP SECTION AT STA 11+50 TYPICAL FROM STA 10+86.37 TO STA 13+50.00 0 5 10 20 SCALE: 1" — 10' NOTE: UTILITIES ON TYPICAL SECTION DOES NOT CONFORM TO RCTD STANDARD 817 * ALL RCP AS SHOWN SHALL HAVE A MINIMUM OF 3" CONCRETE COATING ON THE INSIDE PER GENERAL NOTE #24. PER RCFC&WCD STD CB109. J a 42 CONST MH CONCRETE COLLAR PER DETAIL 1 ON SHT 2. T Z DISPOSITION NOTES �1 PROTECT IN PLACE N �2 REMOVE AND DISPOSE I � a.. ❑3 RELOCATE AS NOTED -o REMOVE AND REPLACE o 0 10 20 40 �z TR 30069-2 SCALE: 1" = 20' , e / o WARM SPRINGS VALLEY MADDALENA RD STORM DRAIN, STAGE 1 LINE "B" STA 9+93.54 TO 13+50.00 OFFSITE CONSTRUCTION NOTES: 11 INST 42" RCP (D—LOAD PER PROFILE). 12 INST 54" RCP (D—LOAD PER PROFILE). 13 INST 66" RCP (D—LOAD PER PROFILE). 18 CONST MH NO 2 PER RCFC&WCD STD MH252 23 CONST MH NO 4 PER RCFC&WCD STD MH254: A=45Q,8=60",C=9',D1=42", D2=66", ELEV R=1373.37',ELEV S=1373.29'. 40 CONST MODIFIED CONCRETE DROP INLET (CB 110) PER DETAILS ON SHT 17: V=12.0' 41 CONST SPECIAL CONNECTION TO CATCH BASIN PER RCFC&WCD STD CB109. J a 42 CONST MH CONCRETE COLLAR PER DETAIL 1 ON SHT 2. T Z DISPOSITION NOTES �1 PROTECT IN PLACE N �2 REMOVE AND DISPOSE I � a.. ❑3 RELOCATE AS NOTED -o REMOVE AND REPLACE o 0 10 20 40 �z TR 30069-2 SCALE: 1" = 20' , e / o WARM SPRINGS VALLEY MADDALENA RD STORM DRAIN, STAGE 1 LINE "B" STA 9+93.54 TO 13+50.00 OFFSITE a PROJECT NO. 7-0-0193 Mir DRAWING NO. �a 7-0538 SHEET NO. 'a 10 OF 18 03 439 LAVA 9 -- _LINE - - N 89059'38" E O NOn/ PLAN Q�yOFESS/p Uj �tEB K ! �j <y F c' No. 37127- ,Exp•8730!18r GiV11. u,,�F`7' HUNSAKER & ASSOCIATES I R V I N E, I N C PLANNING • ENGINEERING • SURVEYING "71ree Hughes Imt^ CA 92618 • ft (949) 5831070 • FK (949) 583.0759Rip / / Don't Dig ... Until You Call U.S.A. Toll Free 1-800-227-2600 for the location of buried utility lines. d Don't disrupt vital services. TWO wpRXING pats BEFM YOU DIG BENCH MARK 0.65 MILES WEST OF LAKE SKINNER DAM, AT THE SOUTHWEST CORNER OF BENTON RD AND WASHINGTON ST, 65 FEET WEST OF THE CENTERLINE OF WASHINGTON ST, 48 FEET SOUTH OF THE CENTERLINE OF BENTON RD, 29 FEET SOUTHWEST OF POWER POLE NO. 4214121E, A 3-1/4 INCH STANDARD MWDSC ALUMINUM DISK, SET FLUSH, F TOP OF THE NORTHEAST CORNER OFA 6 FEET 8Y 11 FEET SLAB FOR GTE TELEPHONE RISER. XTBN. , ELEV: 1397.45 FT DATUM: NAVD88 O T = 13.97' L = 25.01' BC = STA 16+09.57 MOHAMMED ROWTHER H. E. NO. 37727 DAT_ T PI = N 2162297.54 r U G=j Z U � O 1 PLAN Q�yOFESS/p Uj �tEB K ! �j <y F c' No. 37127- ,Exp•8730!18r GiV11. u,,�F`7' HUNSAKER & ASSOCIATES I R V I N E, I N C PLANNING • ENGINEERING • SURVEYING "71ree Hughes Imt^ CA 92618 • ft (949) 5831070 • FK (949) 583.0759Rip / / Don't Dig ... Until You Call U.S.A. Toll Free 1-800-227-2600 for the location of buried utility lines. d Don't disrupt vital services. TWO wpRXING pats BEFM YOU DIG BENCH MARK 0.65 MILES WEST OF LAKE SKINNER DAM, AT THE SOUTHWEST CORNER OF BENTON RD AND WASHINGTON ST, 65 FEET WEST OF THE CENTERLINE OF WASHINGTON ST, 48 FEET SOUTH OF THE CENTERLINE OF BENTON RD, 29 FEET SOUTHWEST OF POWER POLE NO. 4214121E, A 3-1/4 INCH STANDARD MWDSC ALUMINUM DISK, SET FLUSH, F TOP OF THE NORTHEAST CORNER OFA 6 FEET 8Y 11 FEET SLAB FOR GTE TELEPHONE RISER. XTBN. , ELEV: 1397.45 FT DATUM: NAVD88 = 22.50' T = 13.97' L = 25.01' BC = STA 16+09.57 MOHAMMED ROWTHER H. E. NO. 37727 DAT_ REF, PI = REVISIONS DESCRIPTION CURVE DATA n = 63°41'06" R = 22.50' T = 13.97' L = 25.01' BC = STA 16+09.57 EC = STA 16+34.57 PI = N 2162297.54 E 6305792.97 I I R/W 0' I 25:5' STORM DRAIN i (J� tx WAI LN LINE EX GROUND W12 42" RCP SECTION AT STA 15+00 0 5 10 20 SCALE: 1" = 10' NOTE: UTILITIES ON TYPICAL SECTION DOES NOT CONFORM TO RCTD STANDARD 817 * ALL RCP AS SHOWN SHALL HAVE A MINIMUM OF 3" CONCRETE COATING ON THE INSIDE PER GENERAL NOTE 424. CONSTRUCTION NOTES: 11 INST 42" RCP (D -LOAD PER PROFILE). 16 INST CONCRETE BULKHEAD PER RCFC&WCD STD M816. 18 CONST MH NO 2 PER RCFC&WCD STD MH252. 42 CONST MH CONCRETE COLLAR PER DETAIL 1 ON SHT 2. DISPOSITION NOTES O1 PROTECT IN PLACE �2 REMOVE AND DISPOSE �3 RELOCATE AS NOTED ® REMOVE AND REPLACE RIVERSIDE C FLOOD CONTROL WATER CO N DISTRICT RECOMMENDED FOR AP ROVAL B VED BY: DATE:L��-V,4� DATE: ZS ZO� DATE I ( 0 10 20 40 SCALE: 1" = 20' WARM SPRINGS VALLEY MADDALENA RD STORM DRAIN, STAGE 1 LINE "B" STA 13+50.00 TO STA 16+42.05, 0 Z W I N m 0 0 U U � O 0: O 0 rn 3 aZ TR 30069-2 gm OFFSITE a PROJECT NO. m 7-0-0193 zo 0� DRAWING NO. < 7-0538 0 wm SHEET NO. 11 OF 18 03i Q� I I 1� I I I I � � I I - I � i, � I � I I 11 : " I � - I I I 11 I I I � � � I I I I ! , � , - - I I - I I I I - I I I I I - I - I \ I I - I � I I I � I I I I I I I I . - I ___�__ - __ , ________ _________',___ I I � ----- 1�_, -------------- ______ ----r�,-�-�—�----,----",-"""�--, - � I -'-r---'- - -- - ------ T- ----------- ---___F___�1 -------- - -� � --� ------,---- -------------- T , � , , -r---- : I � I y i ____________'________T- ------ ` I .1 � 11 I - I -- ,- � � I 5 I � - � I e I � � 3-1 1, I — I � � I I I I - I T'----'-" ,,, I - I I— - ---- --, ---- ,------- - - ---------- ------- _____.____ _____7r___-_-,_-- --- -- I I I ,. '� I , , I ........... - � � ------ - --- 7 --------- � � I , I - -1 .... � I— 11 I ---I I I I I T i � � � � . I I � i I I � � j � I . -17-- ,---�--- -----I- --- i � I I � e i I � � I �, NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL I I I 7 T � � : - � I ; I � ; � � � � I - I � I � I 11 - - I - - I -1 I,- i , , .1 11 I � I � � � � I I I I i I - 3 � � I I ; I I � I � I � . I � I I . I I � - I � � I i � � 11 ; I I , I i � f I � � , I - I : I : � I i I � I I I UTILITIES CROSSING OR PARALLELING THE � � � � , � � � I -- ---f - - __ ___ - __ � I � I i , I I � I I I I l � _= _ __ ----t--- �— - --i- I I � I � I I � � ___�_______�_ ----------- -------- ____ ____....__ ----- - ------------- ;._� - ----- _______...._____ __ -----,. _ --- ----------- ... ..... 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"-.,- __ ----- -- Z I I i � _ -------- I'___ " ---- - ---- � -------- -.1-1- -------------- -- _.____� - - ----- --- -------- - -- ____-1_111_-_--_ -L - --------- - — _____.._____ . , � I I I z I - I I I- �- - �1111 1.11 �__ - � �- _� - � ____r --- - --- t____ _____1 I - - l I 1 7 1 � . ........ _,________, -1 ---- I I � ________.,__ I ! I � � _-1-11--_ I * ALL RCP AS SHOWN SHALL HAVE A i 1� � � � i -R- ---- - I I � � I !, c I I I i I , t F I � - vr� C � I - I I Z ALEGR . VISTA RD. ! � � I - I 11 � e � � I I I _ "" '', I ; � � I � � I I I � I I � - I il I - 1 3 1 � I � � I I � � � ; : I I z � � MINIMUM OF S' CONCRETE COATING ON � : I � I t 5 ; � f I I � I � I � f i I 11 � I I I I ' I I I � L I � � I _ - -_ --I---- - -_ -_ --- - � � i i ----,'FINISHED GROUND @� � � I I I � i � I , I � )_ � S - I � J� j � 1, I � : I I I I i I � I : , � � t � � I I 5 I � , � � � : 11 : � � � I � i � � � � � I � � I � � � : � I I — ------ I � � I _,______, , - , I ---_�.-L._�L_L__-_,________1 I -f -------- - -- �---- ' � "I-,--- , RAI -N, --- I -------- � __ ,--,-�--"�,�---�""-"'"'--''--- I , - 1_----_-______ ____t_____-___1 ------------ � , I 1-1-11 11 , - .... � � THE INSIDE PER GENERAL NOTE #24. __j � , �, ___,_— -r __,__4_,_,_____� ,_ST_`��_MD _ --- . . ..... __ .... - `� - � � '. 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I I I - I � � � be j 1 3:* w � TR 30069-2 1 tj , I I I I 11 � z j �� OFFSITE I I 0 1 1 � I 1 6 , I I w PROJECT NO. I 0 1 � I I I � �E I L, '\1 � - � 1� ,I ,Q� z I I ,) YO, 7-0-0192 , — I I 11, 10 I � I I I 11 � , 0 �11_ I & I k..4 � HUNSAKER & ASSOCIATES Don't Dig ... Until You Call U.S.A. Toll Free BENCH MARK REVISIONS RIVERSI LOOD CONTROL PROJECT NO. I � 7 , 'L Z�,� �, , I I FESS/ � , - � I � � , I 1 7 - a , ,_ 'j,x , I It V I N E , I N C . 0.65 MILES WEST OF LAKE SKINNER DAM, AT THE �' I I I - :2 1-800-227-2600 - - �, � I I I I 1 '41 , 0 PLANNING a ENGINEERING a SURVEYING F BENTON RD AND WASHINGTON I'll N DISTRICT WARM SPRINGS VALLEY I 1 7 , - '' �e ` Z; ,;� 10, -_ FX (%9) SO -0759 for the location ST, 65 FEET WEST OF THE CENTERLINE OF 3 0 � 2 � M W L Z 0 < , - i* , I __ I j 71771 , , , I , 6 -----I--- t: I - r ____� - ____ - 41 �_ I I , r j I ___ , ------- - ---I- � , - I � � 4 1 - __ _____ - 1 117= , , t , V / � I . 1 �� - �__ - - � I __ +_ I i I __71 � , I r I I I + � � I � 4 � _+_ i i I 4 i -4- - I 11 � 1 z 0 `L 9 w Li Cn m 0 ` " ��k .,:6 No, 37127 of buried OUTH OF THE CENTERLINE — . RECOMMENDED FO ED BY: DRAWING NO. 0 , �1� I �< - " 0 . 3 tv RAIN, STAGE 1 11 I w 11 "r I utility lines. OF BENTON RD, 29 FEET SOUTHWEST OF POWER POLE — I ALEGRE VISTA RD STORM DRAIN, STAGE 1 : m 10, tn I 1 810 1 EV. 6/-V/16 NO. 4214121E, A 3-1/4 INCH STANDARD MWDSC - E ��*It i I Z,-/. I 0 W W 1� — Don't disrupt 1691,61e, 7-0538 1 .t. — 4L/& ZZ!, � � I 0 I- I vital services. ALUMINUM DISK, SET FLUSH, IN TOP OF THE w - I I , w 0, I . C101 7 ; NORTHEAST CORNER OF A 6 FEET BY 1 1 FEET SLAB CONNECTOR PIPE PROFILES SHEET NO. e : A 10. : r iz;_ —W40 FOR GTE TELEPHONE RISER XTBN. _ (� DATE: ; - I :w - =-- NO I I I D '-j.,jj - _?/0 f3 Z : CL EL OF C, , I ATE:_ f j�L7:!�? — Zj�/,g — a. , , a: . I I I I < CIL T#O WORIONG DAYS DEFOK YOU 010 , ELEV: 1397.45 FT DATUM: NAVD88 I REF. I DESCRIPTION 1 12 OF 18 'I �, - - I 1 . — �� - - I 1; I . I - ''I . I 1, 938 (AkA I I I - I I I I I I � I I 5 § 6 -0 ym 0 � W -d m 2 � > 0 Of 0- 2 :2 ;z 0 Of of 0 :2 < 'y — 0 �! � co I .-, �,j � = m Cn — u- 0 � 0 3i q ALEGRE VISTA RD R/W ALEGRE VISTA RD R/W It VARIES VARIES VARIES 30' 30' 3.29' TO 5.52' 0' TO 4.67' 4.61' TO 6' � z g 0.5' 4.3' 5.3' 12' I 3.2' 1.6' 4.1 5.5' 1 12' 3.8' z a_ ROAD ROAD Of I a_ LLJ EX GROUNDA 5.8 #5.2' � a_ GRADE TO DAYLIGHT GRADE TO DAYLIGHT �ROAD 38 (n V) i L� y 2% L� w 4:1 TYPICAL EX GROUND (n L (n 4:1 TYPICAL 2.5. 21 2:1 MAX w s 1 2% w 2:1 MAX EXIST NI G� 3'1OpE FL Z SURFACE \ 25/ES PER PLAN 36 SWALE NCRETE 24" COMPACTED EARTH CONCRETE 24" COMPACTED EARTH 35 J CONCRETE 95% RELATIVE COMPACTION 35 36 SWALE 95% RELATIVE COMPACTION SWALE 6X6 WWF DROP INLET r� CONCRETE 520—C-2500 24" RCP 24" RCP DETAIL 4 — CONCRETE SWALE SECTION AT STA 23+37.52 SECTION AT STA 24+00.00 NTS 0 5 10 20 0 5 10 20 SCALE: 1" = 10' W SCA! _E: 1" = 10' CONSTRUCTION NOTES: z 10' 25' - 35 CONST 24" OF COMPACTED EARTH ROAD AT 95% RELATIVE COMPACTION F- j`I 36 CONST 3" THICK CONCRETE SWALE PER DETAIL 4 ON SHT 13. �� Lo w w w Q 38 INST BACK-TO-BACK ROADSIDE DELINEATORS TYPE F AT 20' OC poI � � ,v) m T 1 m WITH CLASS 2 METAL POST PER CALTRANS STD A73C. O BEARING/DELTA RADIUS LENGTH TANGENT �1 N 00001'45" E — 25.00' — O2 S 89058'15" E — o — O3 89058'13" �z 39.26' 24.99' z N 00°04'28" E — 16.36' — O N 00029'23" W — 17.34' — O6 N 01052'09" W — 30.05' — z N 01038'35" E z, 139.24' — 16 o — z',NC) — O Q iO J m � � J w o_ tr Q w w Z U C99 Z Z w �` wo a Q Z g l< n ¢ a q ALEGRE VISTA RD R/W ALEGRE VISTA RD R/W It VARIES VARIES VARIES 30' 30' 3.29' TO 5.52' 0' TO 4.67' 4.61' TO 6' � z g 0.5' 4.3' 5.3' 12' I 3.2' 1.6' 4.1 5.5' 1 12' 3.8' z a_ ROAD ROAD Of I a_ LLJ EX GROUNDA 5.8 #5.2' � a_ GRADE TO DAYLIGHT GRADE TO DAYLIGHT �ROAD 38 (n V) i L� y 2% L� w 4:1 TYPICAL EX GROUND (n L (n 4:1 TYPICAL 2.5. 21 2:1 MAX w s 1 2% w 2:1 MAX EXIST NI G� 3'1OpE FL Z SURFACE \ 25/ES PER PLAN 36 SWALE NCRETE 24" COMPACTED EARTH CONCRETE 24" COMPACTED EARTH 35 J CONCRETE 95% RELATIVE COMPACTION 35 36 SWALE 95% RELATIVE COMPACTION SWALE 6X6 WWF DROP INLET r� CONCRETE 520—C-2500 24" RCP 24" RCP DETAIL 4 — CONCRETE SWALE SECTION AT STA 23+37.52 SECTION AT STA 24+00.00 NTS 0 5 10 20 0 5 10 20 SCALE: 1" = 10' W SCA! _E: 1" = 10' CONSTRUCTION NOTES: z 10' 25' - 35 CONST 24" OF COMPACTED EARTH ROAD AT 95% RELATIVE COMPACTION F- j`I 36 CONST 3" THICK CONCRETE SWALE PER DETAIL 4 ON SHT 13. �� Lo w w w Q 38 INST BACK-TO-BACK ROADSIDE DELINEATORS TYPE F AT 20' OC poI � � ,v) m T 1 m WITH CLASS 2 METAL POST PER CALTRANS STD A73C. O BEARING/DELTA RADIUS LENGTH TANGENT �1 N 00001'45" E — 25.00' — O2 S 89058'15" E — 0.00' — O3 89058'13" 25.00' 39.26' 24.99' O4 N 00°04'28" E — 16.36' — O N 00029'23" W — 17.34' — O6 N 01052'09" W — 30.05' — O7 N 01038'35" E — 139.24' — 16 N 04050'43" E — 69.03' — No. 37127 Exp. 6/30/16 O BEARING/DELTA RADIUS LENGTH TANGENT O9 S 85006'36" E — 12.00' — 10 S 04051'42" W — 68.34' — 11 S 01038'35" W — 71.35' — 12 S 01°38'35" W — 67.53' — 13 S 01052'09" E — 29.68' — 14 S 00055'07" E — 17.72' — 15 S 00055'07" E — 21.62' — 16 S 08010'37" E — 73.53' — ®HUNSAKER & ASSOCIATES Don't Dig ... Until You Call U.S.A. Toll Free BENCH MARK I R V I N E I N C 1-800-227-2600 0.65 MILES WEST OF LAKE SKINNER DAM, AT THE PLANNING • ENGINEERING • SURVEYING SOUTHWEST CORNER OF BENTON RD AND WASHINGTON Three Hughes IMrre, CA 92610 • PH: (949) 6634010 • He (949) M93.0769NO for the location ST, 65 FEET WEST OF THE CENTERLINE OF of buried WASHINGTON ST, 48 FEET SOUTH OF THE CENTERLINEutility lines. OF BENTON RD, 29 FEET SOUTHWEST OF POWER POLEDon't disrupt 4214121E, A 3-1 INCH STANDARD MWDSC AL vital services. ALUMINUM DISK, SET FLUSH, SH, IN TOP OF THE (,-f j��' NORTHEAST CORNER OF A 6 FEET BY 11 FEET SLAB FOR GTE TELEPHONE RISER XTBN. MOHAMMED ROWTHER R.C.E. NO. 37127 DATE TWO WORIONG DAYS BEFORE You 010 ELEV: 1397.45 FT DATUM: NAVD88 REF, REVISIONS DESCRIPTION O BEARING/DELTA RADIUS LENGTH TANGENT 17 N 89056'19" W — 20.00' — 18 90001'56" 28.00' 1 44.00' 28.02' L Q U Z w N I 0 0 M U 0 0 10 20 40 SCALE: = 20' TR 30069-2 Mm q-C20FFSITE PROJECT NO, m WARM SPRINGS VALLEY 7-0-0192 0� ALEGRE VISTA RD STORM DRAIN, SAGE 1 DRAWING NO. �< 7-0538 STREET IMPROVEMENTS ALEGRE VISTA RD SHEET NO.� 13 OF 18 03 R q THOMPSON RD R/W THOMPSON.RD VARIES VARIES VARIES 44' 44' 3.78' TO 5.83' 0' TO 4.67' 3.66' TO 3.85' 17.2' 12' 5.8' 1 3.8' 0.5' 2.3' Cn g V) g � L� ROAD 17.2' 12' 2' 5' I 3.9' 1.6' o a- 6 - 6.8' ROAD D' o' 6.8' � 38 cn ROAD 38 � cn S40 LL S• F �E _ _ 2% 2 S• - - - - _ 2 TpjFS FL OPE `I21 S EX GROUND CONCRETE 7 PER PLAN SLS -\0 // EXISTING EX GROUND CONCRETE 37 SWALE 37 \ SURFACE SWALE GRADE TO DAYLIGHT GRADE TO DAYLIGHT 4:1 24" COMPACTED EARTH 35 95% CTI DCOMPACTION `r� CONCRETE 6X6 WWF 35 95% RELATIVE COMPACTION 520-C-2500 66" RCP 66" RCP CATCH BASIN -T j SECTION AT STA 10+99.11 SECTION AT STA 11+26.28 CONCRETE SWALE DETAIL 5 NTS 0 5 10 20 0 5 10 20 -I SCALE: 1" = 1a' SCALE: 1" = 10' CONSTRUCTION NOTES: 35 CONST 24" OF COMPACTED EARTH ROAD AT 95% RELATIVE COMPACTION 30' 1 19.4' 37 CONST 3" THICK CONCRETE SWALE PER DETAIL 5 ON SHT 14. w 5.3' 12' 1 12.7' -{ 38 INST BACK-TO-BACK ROADSIDE DELINEATORS TYPE F AT 20 OC z WITH CLASS 2 METAL POST PER CALTRANS STD A73C. � Cn (n , L`''L' } c=� i __ DISPOSITION NOTES �00 ( CONCRTE SWALE` �1 PROTECT IN PLACE I ` III r LL2 o FENCE 1 I U LcL� 63.8' 29.7' 28.8' 99.9' LL ROAD DATA 7 O BEARING/DELTA RADIUS LENGTH TANGENT Ol N 89027'45" W - 30.00' - O2 90031'25" 45.00' 71 .10' 45.41' O3 N 89059'10" W - 30.00' - O4 N 00000'50" E - 47.00' - O5 S 89059'10" E - 13.00' - O6 89057'09" 50.00' 78.50' 49.96' O7 S 89056'19" E - 12.00' - O8 S 00003'41" W - 54.50' - 99 85053'10" 25.00' 37.47' 23.27' 10 S 85049'29" E - 72.98' - 11 N 89059'38" E - 29.50' - 12 N 89059'38" E - 38.21' - 13 09001'56" 10.00' 1.58' 0.79' 14 N 80057'42" E - 90.24' - 15 S 02024'37" W - 12.24' - 16 S 80057'42" W - 87.81' - 17 0900 1'56" 22.00' 3.47' 1.74' 18 S 89059'38" W - 108.46' - 19 89027'23" 25.00' 39.03' 24.76' 20 S 00032'15" W - 21.10' - U U 0 Of 0 m 5 a TR 30069-2 m YV.OFFSITE PROJECT NO. :2 :2 WARM SPRINGS VALLEY 7-0-0193 00 MADDALENA RD STORM DRAIN, STAGE 1 DRAWING NO. :2Q 7-0538 STREET IMPROVEMENTS - THOMPSON RD SHEET NO. �cc F 18 0 - 14. a 938 IM Of L�jw w F 18' 30' 12' z z J !' T v T o0 0 0 20 40 Q w m Q M - PLAN SCA. E: 1" = 20' III UL Q U HUNSAKER & ASSOCIATES Don't Dig ... Until You Call U.S.A. Toll Free BENCH MARK REVISIONS -I O 2L Qg�FEssia Ky�lc� 1 R V I N E 1 N C ® 1-800-227-2600 0.65 MILES WEST OF LAKE SKINNER DAM, AT THE 4�0 P�1E8 PLANNING • ENGINEERING • SURVEYING SOUTHWEST CORNER OF BENTON RD AND WASHINGTON - y to Q A C Three Hughes IM*i CA 92618 • PFI: (949) 5831010 R!: (949) 583-0759 rt0 for the location ST, 65 FEET WEST OF THE CENTERLINE OF - U 6 CD No. 37127 m of buried WASHINGTON ST, 48 FEET SOUTH OF THE CENTERLINE ' © C ? - ' utility lines. OF BENTON RD, 29 FEET SOUTHWEST OF POWER POLE U 7 uj tJ EXR• 6/30/16 �� Don't disrupt NO. 4214121E, A 3-1/4 INCH STANDARD MWDSC vital services. ALUMINUM DISK, SET FLUSH, IN TOP OF THE NORTHEAST CORNER OF A 6 FEET BY 11 FEET SLAB OFC, FOR GTE TELEPHONE RISER XTBN. MOHAMMED ROWTHER R.C.E. NO. 37127 DAT Two WORKING DAYS BEFORE You ao ELEV: 1397.45 FT DATUM: NAVD88 REF. DESCRIPTION APPR. DATE U U 0 Of 0 m 5 a TR 30069-2 m YV.OFFSITE PROJECT NO. :2 :2 WARM SPRINGS VALLEY 7-0-0193 00 MADDALENA RD STORM DRAIN, STAGE 1 DRAWING NO. :2Q 7-0538 STREET IMPROVEMENTS - THOMPSON RD SHEET NO. �cc F 18 0 - 14. a 938 IM 5'H X 8'W RC No. 37127 Exp. 6/30/16 ®HUNSAKER & ASSOCIATES Don't Dig ... Until You Call U.S.A. Toll Free BENCH MARK I R V I N E I N C 1-800-227-2600 0.65 MILES WEST OF LAKE SKINNER DAM, AT THE PLANNING • ENGINEERING SURVEYING SOUTHWEST CORNER OF BENTON RD AND WASHINGTON Tues Hughes IMI% CA 91618 • Plt (949) 511 Ex: (seg) 683.0769 gURIeo for the location ST, 65 FEET WEST OF THE CENTERLINE OF of buried WASHINGTON ST, 48 FEET SOUTH OF THE CENTERLINE Z(4S,,,t4-e) utility lines. OF BENTON RD, 29 FEET SOUTHWEST OF POWER POLE A Don't disrupt N0. 4214121E, A 3-1/4 INCH STANDARD MWDSC vital services. ALUMINUM DISK, SET FLUSH, IN TOP OF THE �� /l� NORTHEAST CORNER OF A 6 FEET BY 11 FEET SLAB; MOHAMMED RONTHER R.C.E. NO. 37127 DATE FOR GTE TELEPHONE RISER XTBN. TWO woRaHc onYs eEr�RE You ow ELEV: 1397.45 FT DATUM: NAVD88 REF. WALL DATA O BEARING/DELTA RADIUS LENGTH TANGENT O N 86053'50" W - 28.93' - O N 00010'25' W - 37.99' - O N 89058'08" E - 12.00' - O S 00°10'25" E - 26.63' - O S 86053'50" E - 43.49' - O N 66025'42" E - 22.01' - O7 S 8748'38" E - 16.00' - O S 56041'48" W - 38.15' - J J i U 0 5 10 20LJi l SCALE: 1" = 10' N rn 0 0 0 M F U Q .. U O NOTE: CONTRACTOR SHALL RELOCATE INTERFERING PORTIONS OF THE EX IRRIGATION SYSTEM FOR THE CONSTRUCTION OF THE OUTLET TR 30069-2 g STRUCTURE TO THE SATISFACTION OF RCFC&WCD OFFSITE Z Z PROJECT NO. gm LL' 7-0-0192 a REVISIONS RIVERSIDE C FLOOD CONTROL WATER C N DISTRICT RECOMMENDED FOR APPROVAL VED BY: DATE:}! Z/uj/ L DATE: / Zg WARM SPRINGS VALLEY MADDALENA RD STORM DRAIN, STAGE 1 OUTLET STRUCTURE DETAILS - BENTON CREEK PROJECT NO. 7-0-0193 sm 0� :2< oN t=00 o DRAWING NO. 7-0538 SHEET NO. 15 of 18 DESCRIPTION APPR. DATE X38 u m 1390 1380 #4 a HOOPS 12" 2' 1370 #5012" - 1'-5"D 3'-4" 1360 1350 -40 -30 -20 -10 0 10 20 30 40' 50 SECTION 05 10 20 STA 1+36.00 SCALE: 1" = 10' 1400 _ .... ........... _�____.._..._._ __ -- 3 --_--- -_ ---- ------ V Z w 140' WIDE I N m 0 t ' i C�NSERVAI IO,N 1390 K V � O -- ---- _ ___-- 1390 1390 :EASEMENTS ____ --------_--------- __ ____. __,_._. _____ . 15' WIDE zZ �m r I 7-0-0192 of X ISTI NG\ PROJECT NO. ACCESS ROAD 0� PROPOSED DRAWING NO.of �a LINE "A" _ REMOVE_ NT RFER1N1 _ 1�_ w'._. ---SURFACE ... _ 1380 PORTIONS OFEXISTING EXISTING\ i Iz ACCESS RAMP PROPOSED 1380 ____ ____,. __,,., _. _______------- ______- ----------- ----------- - 8' 8' TO 113.4' RETAIN)NG WALL 1370 ------------- e_ ..__.__ ___ ___CAL.TRAN_S _STD.... VARVES - B3-3,4 (TYPE 1A) D WINGWALL PER I 6"PCO PER DETAIL 1370 -.__ _ CHANfktEt_ -___-- -_ - - - _ _ _ _--___. __ _ ._ _ _ _. __ _.. . CALTRANS _STD ._._ --------- j I 1 I 1350 , .._ i ( D84 (TYPE A) I __ _ _._._ I 1360 I l _- ..._ __.r „ �_._ - - -___._ I __, _.__ '. i 3.3OF 1/4 TON 1340 I GROUTED RIPRAP 1 -40 -30 -20 -10 0 10 20 30 1350 50 _ _ i I I t m 1390 1380 #4 a HOOPS 12" 2' 1370 #5012" - 1'-5"D 3'-4" 1360 1350 -40 -30 -20 -10 0 10 20 30 40' 50 SECTION 05 10 20 STA 1+36.00 SCALE: 1" = 10' 1400 _ P - _ ---------------- _ _._ i _ u _ ._. _ _._._,. _._ --- I __._._.,.., 1400 V Z w I N m 0 t ' M 1390 K V � O -- ---- _ ___-- S 1390 TR 30069-2 i zZ �m PROJECT NO. 7-0-0192 of X ISTI NG\ PROJECT NO. 7-0-0193 0� PROPOSED DRAWING NO.of �a 1380 _ _ REMOVE_ NT RFER1N1 _ 1�_ w'._. ---SURFACE ... _ 1380 PORTIONS OFEXISTING ACCESS RAMP - RETAIN)NG WALL 1370 ------------- e_ ..__.__ ___ ___CAL.TRAN_S _STD.... U_ 1370 B3-3,4 (TYPE 1A) E I 6"PCO PER DETAIL 1350 ._._ --------- j I ------------- F ------ 1360 1350 , .._ i ( __ _ _._._ I j 1350 1 � 1340 .--: 1340 -50 -40 -30 -20 -10 0 10 20 30 40 50 No. 37127 k� Exp. 6/30/16 SECTION B 0 5 10 20 SCALE: 1" = 10' ® HUNSAKER & ASSOCIATES' Don't Dig ... Until You Call U.S.A. Toll Free BENCH MARK I R V I N E , I N C 1-800-227-2600 0.65 MILES WEST OF LAKE SKINNER DAM, AT THE k PLANNING ■ ENGINEERING • SURVEYING SOUTHWEST CORNER OF BENTON RD AND WASHINGTON z Vwe Hughes In**. CA 42618 • PFt (449) Sal -1010 • FX: (949) 50-M9 for buried WASHINGTON ST, 65 FEET WEST OF THE CENTERLINE OF of ed s�nW WASHINGTON ST, 48 FEET SOUTH OF THE CENTERLINE rn i) - cns� utility lines. OF BENTON RD, 29 FEET SOUTHWEST OF POWER POLE - Don't disrupt 4214121E, A ET FLU INCH STANDARD MWDSC t- vital services. ALUMINUM DISK, SET FLUSH, IN TOP OF THE NORTHEAST CORNER OF A 6 FEET BY 11 FEET SLAB FOR GTE TELEPHONE RISER XTBN. MOHAMMED ROWTHER R.C.E. NO. 37127 DATE Two WORIONo DAYS BEFORE You ao ELEV: 1397.45 FT DATUM: NAVD88 #9 CONT 5' #4 CONT #4 [l1 HOOP ® 12" a LENGTH OF CULVERT FINISHED GROUND #9 BARS TOTAL 3 WITH STD HOOKS —6 -{ FAT BOTH ENDS OEM ' CLR � #9 BARS 2 TC (3 TOTAL) WITH STD HOOKS AT BOTH ENDS "$'W X5'H RCB ,---BOT SLAB #4 ® 12" D NOTE: FOR DETAILS NOT SHOWN, SEE CALTRANS 2015 STD D82 #4@12" Eti 95% REL,, V E COMPACTED SUB -BASE PAYMENT A" CONCRETE PCC PAVEMENT — DETAIL 8 N.T.S TRANSVERSE & LONGITUDINAL REBARS IN THE RCB 1•$ 6 l '. - � i 0.0 � N.T.S FS PCC PAVMENT CLASS "A" CONCRETE #4@12" EW16" 1/4 TON DGROUTED I -) , r RIP -RAP Y AB -` 95% RELATIVE COMPACTED SUB -BASE 8" PCC PAVEMENT CUTOFF WALL — DETAIL 7 N.T.S REVISIONS RIVERSIDE im LOOD CONTROL WATER C N DISTRICT RECOMMENDED FOR APPROVAL aqmP VED BY: It, 144 DATE: F�L�2.ai,L DATE: ZS Z016 REF. DESCRIPTION APPR. DATE WARM SPRINGS VALLEY MADDALENA RD STORM DRAIN, STAGE 1 SECTIONS - OUTLET STRUCTURE STA 1+36.00 TO STA 1+58.03 xm J 7 V Z w I N m 0 0 0 M h V K V � O K 0 O TR 30069-2 OFFSITE zZ �m PROJECT NO. 7-0-0192 of PROJECT NO. 7-0-0193 0� DRAWING NO.of �a O N 7-0538 �7 SHEET NO. 16 OF 1803 xm iD0+5'6-:�i WALL - LINE °'A„ — END WALL CHANNEL W BENTON CREEK CHANNEL _ o ..._„� t O _ t _ - 0 10 20 40 a PLANTR 30069-2m SCALE: ' - 20'c+tL 0 FFS ITE a �Q OPESSI© HUNSAKER & ASSOCIATES Don't Dig ... Until You Call U.S.A. Toll Free BENCH MARK REVISIONS RIVERSIDE C LOOD CONTROL PROJECT NO. zo 1q 1 R V I N E I N 0.65 MILES WEST OF LAKE C 4F�159 x9y Fy ® PLANNING ■ ENGINEERING • SURVEYING 1,-800-227-2600 SOUTHWEST CORNER OF BfNTONNER DAM, AT THE RD AND WASHINGTON WARM SPRINGS VALLEY 7-0-0192 �� y O -A �' Three Hughm Irvine, CA 92618 •PH:(949)-9811MO FX-•(949)553.OM Ep for the location ST, 65 FEET WEST OF THE CENTERLINE OF WATER CO N DISTRICT o No, 37127 m �� of buried RECOMMENDED FOR APPROVAL VED BY: MADDALENA RD STORM DRAIN STAGE 1 DRAWING NO. �a J WASHINGTON ST, 48 FEE SOUTH OF THE CENTERLINE __i utility lines. OF BENTON RD, 29 FEET SOUTHWEST OF POWER POLE �/ / / / K YC�Exp. 6/38/18 �.,", fir/ ®� % Oon't disrupt NO. 4214121E, A 3-1/4 INCH STANDARD MWDSCy �'� "lam �6f/i!G Gt/� 0-000 Ori /J !!I �G � � �'/ ' ^ S ' 7111 vital services. ALUMINUM DISK, SET FLUSH, F TOP OF THE `� — m CIV iL !!!/// `��+...\ r NORTHEAST CORNER OFA 6 FEET BY 11 FEET SLAB WALL PROFILES SHEET No. Cn rF { Gpt�F FOR GTE TELEPHONE RISER XTBN. DATE: S �ty1Z�/ (p DATE: S Q o MOHAMMED ROWTHER R.C.E. NO. 37127 DATE Two WORIaWB DAYS BEFORE YOU ac ELEV: 1397.45 FT DATUM: NAVD88 REF. DESCRIPTION APPR. - DATE 17 OF 1 8 03 q3� IAul 6' SIDE OPENING TWO SIDES (TYP) 2' 29'-8" 6' SIDE OPENING TWO SIDES (TYP) PROTECTION BARS 6" MAX OC (TYP BOTH SIDES) a 6' SIDE OPENING TWO SIDES (TYP) 3'-10" 3' 10" 2" CLR 127 NOTE: ilmliffimmislill!1=0 STRUCTURAL CONCRETE SHALL BE CLASS "A" 2. wuj U ti CURAVTURE OF THE LIP & SIDEWALLS AT THE SIDE OPENINGS Z W SHALL NOT BE MADE BY PLASTERING. THE OUTLET PIPE SHALL —mom I N I Q� N 3. STEPS: 3/4" PLAIN ROUND GALVANIZED STEEL STEPS SHALL BE 0 n u #5 @ 12 OC �- TOP SURFACE & SHALL BE 2 1/27 CLEAR FROM THE WALL, ALL U OTHER STEPS SHALL BE 4" CLEAR FROM THE WALL ONLY ONE F-0 0 IL STEP 12" FROM THE BOTTOM SHALL BE ANCHORED NOT LESS m0 THAN 4' INTO THE WALL OF THE BASIN. 0 L r SLOPE BOTTOM OF CATCH BASIN TO OUTLET FROM ALL DIRECTIONS. OFFSITE 5. FOR INFORMATION NOT SPECIFIED PLEASE SEE RCF&WCD STD 43 z= Wm CB110. 38" MIN LAP 11111111 PROJECT NO. #5 @ 12" 7-0-01930� I w OC EW DRAWING NO. 6" m< AGI` 9 7--0538 �^ I 1W 38" EMBEDMENT r � w II-1'EEf NO. m 2" CLR .- 11 ilm wm�l #5 @ 12" OC EW (TYP BOTH SIDES) IA INN mums, m INN I W� lmm ME I MMMI=immkwii ELMM"m I 3' 10" 2" CLR 127 25" MIN 4-#6 LAP CONCRETE DROP INLET SCALE: 1"=2' PROTECTION BARS ARE GALVANIZED ROUND STEEL BARS 1" DIAMETER AND SHALT BE INSTALLED EVENLY ACROSS OPENING (6" MAX OC TYP BOTH SIDES) #5 @ 12" OC EW (TYP BOTH SIDES) 2" CLR 38" MIN LAP S' CLR #5 @ 12" OC EW SECTION SW SCALE: 1"=2' "V" PER PLAN #5,@ 12 OC 4'- 8" #5 @ 12" OCEW 4_#6 52„ 24'F_� 24,> 2" CLR 3 10„ 2" CLR �o--#5 @ 12" OC EW (TYP BOTH SIDES) 2" CLR 38" MIN LAP #5 @ 12" OC EW SECTION "B" SCALE: 1"=2' NOTE: 1. STRUCTURAL CONCRETE SHALL BE CLASS "A" 2. wuj U ti CURAVTURE OF THE LIP & SIDEWALLS AT THE SIDE OPENINGS Z W SHALL NOT BE MADE BY PLASTERING. THE OUTLET PIPE SHALL BE TRIMMED TO FINAL SHAPE & LENGTH BEFORE THE CONCRETE I N IS POURED. Q� N 3. STEPS: 3/4" PLAIN ROUND GALVANIZED STEEL STEPS SHALL BE 0 n u #5 @ 12 OC �- TOP SURFACE & SHALL BE 2 1/27 CLEAR FROM THE WALL, ALL U OTHER STEPS SHALL BE 4" CLEAR FROM THE WALL ONLY ONE F-0 0 IL STEP 12" FROM THE BOTTOM SHALL BE ANCHORED NOT LESS m0 THAN 4' INTO THE WALL OF THE BASIN. 0 L r SLOPE BOTTOM OF CATCH BASIN TO OUTLET FROM ALL DIRECTIONS. OFFSITE 5. FOR INFORMATION NOT SPECIFIED PLEASE SEE RCF&WCD STD 43 z= Wm CB110. 38" MIN LAP W PROJECT NO. #5 @ 12" 25" MIN 4-#6 LAP CONCRETE DROP INLET SCALE: 1"=2' PROTECTION BARS ARE GALVANIZED ROUND STEEL BARS 1" DIAMETER AND SHALT BE INSTALLED EVENLY ACROSS OPENING (6" MAX OC TYP BOTH SIDES) #5 @ 12" OC EW (TYP BOTH SIDES) 2" CLR 38" MIN LAP S' CLR #5 @ 12" OC EW SECTION SW SCALE: 1"=2' "V" PER PLAN #5,@ 12 OC 4'- 8" #5 @ 12" OCEW 4_#6 52„ 24'F_� 24,> 2" CLR 3 10„ 2" CLR �o--#5 @ 12" OC EW (TYP BOTH SIDES) 2" CLR 38" MIN LAP #5 @ 12" OC EW SECTION "B" SCALE: 1"=2' 10" 2" CLR 12" 1 38" MIN LAP #5 @ 12" OC EW SECTION "C" SCALE: 1"=2' WARM SPRINGS VALLEY MADDALENA RD STORM DRAIN, STAT ALEGRE VISTA RD STORM DRAIN, ST MODIFIED CONCRETE DROP INLET (Cs STRUCTURAL DETAILS AND SECTI,61~ NOTE: 1. STRUCTURAL CONCRETE SHALL BE CLASS "A" 2. THE BASIN FLOOR SHALL BE GIVEN A TIGHT WOOD FLOAT FINISH. U CURAVTURE OF THE LIP & SIDEWALLS AT THE SIDE OPENINGS Z W SHALL NOT BE MADE BY PLASTERING. THE OUTLET PIPE SHALL BE TRIMMED TO FINAL SHAPE & LENGTH BEFORE THE CONCRETE I N IS POURED. Q� N 3. STEPS: 3/4" PLAIN ROUND GALVANIZED STEEL STEPS SHALL BE 0 n INSTALLED 16" APART. THE TOP STEP SHALL BE 6" BELOW THE #5 @ 12 OC TOP SURFACE & SHALL BE 2 1/27 CLEAR FROM THE WALL, ALL U OTHER STEPS SHALL BE 4" CLEAR FROM THE WALL ONLY ONE F-0 0 STEP 12" FROM THE BOTTOM SHALL BE ANCHORED NOT LESS m0 THAN 4' INTO THE WALL OF THE BASIN. 0 L 4. SLOPE BOTTOM OF CATCH BASIN TO OUTLET FROM ALL DIRECTIONS. OFFSITE 5. FOR INFORMATION NOT SPECIFIED PLEASE SEE RCF&WCD STD z= Wm CB110. 38" MIN LAP W PROJECT NO. #5 @ 12" 7-0-01930� OC EW DRAWING NO. 6" m< AGI` 9 7--0538 �^ I 1W 38" EMBEDMENT r � w II-1'EEf NO. 2" CLR .- 18 OF 18 #5 @ 12" OC EW (TYP BOTH SIDES) IA 10" 2" CLR 12" 1 38" MIN LAP #5 @ 12" OC EW SECTION "C" SCALE: 1"=2' WARM SPRINGS VALLEY MADDALENA RD STORM DRAIN, STAT ALEGRE VISTA RD STORM DRAIN, ST MODIFIED CONCRETE DROP INLET (Cs STRUCTURAL DETAILS AND SECTI,61~ U Z W I N Q� N 0 n M U F-0 0 m0 0 L TR 30069-2 OFFSITE z= Wm OrCg— 7-0-01928 W PROJECT NO. 7-0-01930� DRAWING NO. 'Ell m< AGI` 9 7--0538 �^ I 1W r � w II-1'EEf NO. .- 18 OF 18