HomeMy WebLinkAbout2526-DMHMHMHMHMHMHMHMHSSCOSDDBEGIN PROJECTEND PROJECTLOT 3Area : 187528.73LOT 4Area : 240263.68LOT 5Area : 198450.14LOT 6Area : 129880.4111"= 120'scale feet120 0 120 240COVER SHEETDIALBEFOREYOU DIGTOLL FREE1-800-227-2600TWO WORKINGDAYS BEFOREYOU DIGCITY OF RANCHO CUCAMONGADrawing Name: P:\P\PSFO00000002\0400CAD\SHEETS\Offsite\Storm\EC-CV-001-PSFO0002_SD-PUBLIC.dwgLast Opened: Feb 07, 2022 - 2:10pm by: MsoATR®PLAN AND PROFILESYCAMORE HEIGHTSPUBLIC STORM DRAIN PLANATRMSR17782 17th St, Suite 200Tustin CA 92780-1947Phone: 714.665.4500ENG 2018-00049ROW 2020-00076No.C-62159BSDigitally signed by Jason WeldayDate: 2023.01.04 07:54:46-08'00'
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERTDIALBEFOREYOU DIGTOLL FREE1-800-227-2600TWO WORKINGDAYS BEFOREYOU DIGCITY OF RANCHO CUCAMONGARECOMMENDEDOFNO.DESCRIPTION OF REVISIONDATEREVISONSAPPROVED BY:CITY ENGINEERDrawing Name: P:\P\PSFO00000002\0400CAD\SHEETS\Offsite\Storm\EC-SD-001-PSFO0002-PUBLIC.dwg
Last Opened: Feb 07, 2022 - 2:11pm by: MsoATR2/03/20227®PLAN AND PROFILESYCAMORE HEIGHTSPUBLIC STORM DRAIN PLANDATESHEETDRAWING NO.DESIGNED BY:DRAWN BY:ATRCHECKED BY:MSR17782 17th St, Suite 200Tustin CA 92780-1947Phone: 714.665.4500FILE NO.DATE62159CITYAPPROVEDRCE NO.ENG 2018-00049BENCHMARKNGVD 29 BENCHMARK SBCO BM NO. 7-26 @ NWCOR OF FOOTHILL BLVD / GROVE AVE IN MIDDLEOF SIDEWALK TO TRAFFIC SIGNAL CONTROL BOX,0.4 FT WEST OF END OF CURB RETURN. ELEV =1291.431 (06-01-1970)FETATSOICA
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SFONOEOKSOSURLAREENIGNISSERCE NO. 67514ROW 2020-000762526-D1"= 40'scalefeet4004080STORM DRAIN CONSTRUCTION NOTESQTYUNIT1CONSTRUCT 84" RCP STORM DRAIN, D-LOADING PER PROFILE, W/ BEDDING AND BACKFILL PER CITY OF RANCHOCUCAMONGA STD PLAN NO. 341343LF2CONSTRUCT 78" RCP STORM DRAIN, D-LOADING PER PROFILE, W/ BEDDING AND BACKFILL PER CITY OF RANCHOCUCAMONGA STD PLAN NO. 3411167LF3CONSTRUCT 42" RCP STORM DRAIN, D-LOADING PER PROFILE, W/ BEDDING AND BACKFILL PER CITY OF RANCHOCUCAMONGA STD PLAN NO. 34126LF4CONSTRUCT 36" RCP STORM DRAIN, D-LOADING PER PROFILE, W/ BEDDING AND BACKFILL PER CITY OF RANCHOCUCAMONGA STD PLAN NO. 3415LF5CONSTRUCT 24" RCP STORM DRAIN, D-LOADING PER PROFILE, W/ BEDDING AND BACKFILL PER CITY OF RANCHOCUCAMONGA STD PLAN NO. 3414LF6CONSTRUCT 18" RCP STORM DRAIN, D-LOADING PER PROFILE, W/ BEDDING AND BACKFILL PER CITY OF RANCHOCUCAMONGA STD PLAN NO. 34198LF7NOT USED--8CONSTRUCT JUNCTION STRUCTURE NO.4 PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 333, CASE 11EA9CONSTRUCT TRANSITION STRUCTURE NO.1 PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 3341EA10CONSTRUCT MANHOLE TYPE NO.3 PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 320EA11CONSTRUCT MANHOLE TYPE NO.4 PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 3212EA12CONSTRUCT JUNCTION STRUCTURE WITH MANHOLE PER SPPWC STD PLAN NO. 320-21EA13CONSTRUCT MODIFIED CITY OF RANCHO CUCAMONGA STD PLAN NO. 334 TRANSITION STRUCTURE PER DETAIL "A" ONSHEET 51EA14CONSTRUCT 48" RCP STORM DRAIN, D-LOADING PER PROFILE4LF15REMOVE EXISTING 10' x 6' BOX CULVERT1EA16DEMO EXISTING SPLASHWALL & HEADWALL AS NEEDED FOR NEW CONSTRUCTION1LS17CONSTRUCT CURB INLET CATCH BASIN WITH LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 300& NO. 307 CASE "B" AND PER DETAIL 17 ON SHEET 41EA18INSTALL PRESSURE TYPE MANHOLE FRAME AND COVER PER APWA STD. 211 & 2122EA19CONSTRUCT MODIFIED CMP CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 311 AND PER DETAIL ONSHEET 51EA20PROTECT IN PLACE (ITEM PER PLAN)12EA21NOT USED--22REMOVE EXISTING SD CULVERT (DIA. PER PLAN), BACKFILL AND COMPACT114LF23CONSTRUCT TRANSITION STRUCTURE PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 3341EA24CONSTRUCT MANHOLE SHAFT SAFETY LEDGE PER SPPWC STD PLAN NO. 330-22EA25CONSTRUCT MANHOLE TYPE NO.2 PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 3196EA30BACKFILL EXISTING DITCH WITH SOIL APPROVED BY SOILS ENGINEER AT 90% COMPACTION1LS31CONSTRUCT 3" A.C. OVER 4" A.B. PAVING, COMPACTION PER SOILS ENGINEER6004SF32CONSTRUCT 24" CONCRETE SWALE PER DETAIL HEREON45LF33INSTALL YARD INLET PER SPPWC STD PLAN NO. 350-11EA34INSTALL CHAIN-LINK FENCE PER SAN BERNARDINO COUNTY STANDARD DRAWING 30048LF35CONSTRUCT REDWOOD HEADER197LF36NOT USED--SD MAIN-M1PUBLIC SD PROFILESD LAT -1(PRIVATELY MAINTAINED BY TRACT 16605 HOA)323" NOTE:ASPHALT CONC. CONDITIONW.W.F. 6 x 6-W 1.4 x W 1.4CONTROL JOINTS @ 10'-0" O.C. MAX.SECTION A-ASD MAIN-M1STA. 0+58.33SCALE: 1"=5'SD MAIN-M1PUBLIC SD PLANAS OCCURS(TYP.)2STORM DRAIN PLAN3"
1"3"
8"(TYP.)STA 2+50.00 MATCH SHEET 32'-0"EXPANSION JOINTS @ 40'-0" O.C. MAX.(3) #3 BARS CONT.TOOLED EDGES, TYPICAL24" CONCRETE SWALEN.T.SASPHALT CONC. CONDITIONAS OCCURSPROFILE SCALESHORIZ. 1"=40'VERT. 1"=4'AA1BORE HOLETOP OF 6'X10' CONC. -1.51'MHPROP
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10x10 R.C.B.STA. 0+23.64 PUBLIC SD MAIN-M1STA. 0+00.00 SD LAT-180.0'EXISTING 10'x10' REINFORCEDBOX CULVERTSECTION
SEE HEREONL1
L2L3C1L1191681C22:1 MAXBC 0+67.46
BC 1+
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EC 1+50.120+001+002+0040.0'40.0'SBCTA R.O.W.
SBCTA R.O.W.
0+28.13
℄ MH
M=12"2518MATCH LINE
STATION 2+50.00
SEE SHEET 3SEE ENLARGED GRADING DETAIL ON SHEET 68411 FOOTHILL BLVD.A.P.N. 0207-571-75-0000SD LAT-1SD PUBLIC MAINNUMBERC1C2L1L2L3L11RADIUS90.0090.00LENGTH23.2716.1667.4643.23109.0111.42LINE/CHORD DIRECTIONN21° 53' 13.09"WN19° 37' 27.98"WN29° 17' 37.92"WN14° 28' 48.26"WN24° 46' 07.70"WN60° 49' 36.89"EDELTA014° 48' 50"010° 17' 19"TANGENT11.708.10INSTALL 10.75'24" RCP (D-900)1246.83 INV.SD MAIN-M1EXIST. SURFACE@ CL OF PIPEPROP. SURFACE@ CL OF PIPEQ100 = 23.80 CFSV100 = 7.58 FPS3.92'6STA. 0+12.21
1249.65 INV
STA. 0+01.46
1249.58 INV Q100 HGLS=0.0055STA. 0+23.64 SD MAIN-M1= STA. 0+00.00 SD LAT-1EX. 10'X10'BOX CULVERT1246.83 INV
STA. 0+23.64
1247.53 INV
STA. 0+90.73 EC S=0.0105S=0.0105INSTALL 245.71'84" RCP (D-1200)Q100 = 717.97 CFS124" SD LAT-11249.58 INV℄ TO ℄INSTALL 23.64'84" RCP (D=1750)Q100 = 740.27 CFS11247.98 INV
STA. 1+33.96 BC
1248.15 INV
STA. 1+50.12 ECVmax. = 18.66 FPSVmax. = 22.17 FPSSTA. 0+67.46 BC
1247.29 INV
PROP. SURFACE@ CL OF PIPE9EXIST. SURFACE@ CL OF PIPEQ100 HGL1246.58 INV
JOIN EX. RCB (S=0.020)1.40'℄ OF MH1246.90 INV
STA. 0+30.46 EXIST.SBCTAR/WSTA. 0+00.00@ SD MAIN-M1STA. 0+23.641255.97 RIMSTA. 0+28.131246.85 INV
STA. 0+25.80INSTALL 2.16''84" RCP (D=1750)Q100 = 717.97 CFSVmax. = 18.66 FPS1245.96 INV
STA. 1+00.00
STA. 1+33.50 EX= STA. 0+00.00
BEGIN EX. 10'X10'CULVERTPR. 25' PUBLIC STORM DRAIN EASEMENTPER DOCUMENT NO. 2018-0363939XXX84" SD℄PR.EX.FENCE2'JOIN EX. GRADE3.5'2:1 MAX.SLOPE314.75'EX.BLDG.6.76'14.12'11.14'PR. FG1321.6%EX. GROUNDJOIN EX.GRADE304.4%PR. FG9.33'2.5' COVER
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERTDIALBEFOREYOU DIGTOLL FREE1-800-227-2600TWO WORKINGDAYS BEFOREYOU DIGCITY OF RANCHO CUCAMONGARECOMMENDEDOFNO.DESCRIPTION OF REVISIONDATEREVISONSAPPROVED BY:CITY ENGINEERDrawing Name: P:\P\PSFO00000002\0400CAD\SHEETS\Offsite\Storm\EC-SD-002-PSFO0002-PUBLIC.dwg
Last Opened: Feb 07, 2022 - 2:11pm by: MsoATR2/03/20227®PLAN AND PROFILESYCAMORE HEIGHTSPUBLIC STORM DRAIN PLANDATESHEETDRAWING NO.DESIGNED BY:DRAWN BY:ATRCHECKED BY:MSR17782 17th St, Suite 200Tustin CA 92780-1947Phone: 714.665.4500FILE NO.DATE62159CITYAPPROVEDRCE NO.ENG 2018-00049BENCHMARKNGVD 29 BENCHMARK SBCO BM NO. 7-26 @ NWCOR OF FOOTHILL BLVD / GROVE AVE IN MIDDLEOF SIDEWALK TO TRAFFIC SIGNAL CONTROL BOX,0.4 FT WEST OF END OF CURB RETURN. ELEV =1291.431 (06-01-1970)FETATSOICAILACFLIVI
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SFONOEOKSOSURLAREENIGNISSERCE NO. 67514ROW 2020-000762526-D1"= 40'scalefeet4004080SD MAIN-M1PUBLIC SD PLANSD MAIN-M1PUBLIC SD PROFILESTA 7+90.00 MATCH SHEET 4
CONSTRUCTION NOTES1CONSTRUCT 84" RCP STORM DRAIN, D-LOADING PER PROFILE, W/ BEDDING AND BACKFILL PER CITY OF RANCHO CUCAMONGA STD PLAN NO.3412CONSTRUCT 78" RCP STORM DRAIN, D-LOADING PER PROFILE, W/ BEDDING AND BACKFILL PER CITY OF RANCHO CUCAMONGA STD PLAN NO.3414CONSTRUCT 36" RCP STORM DRAIN, D-LOADING PER PROFILE, W/ BEDDING AND BACKFILL PER CITY OF RANCHO CUCAMONGA STD PLAN NO.3416CONSTRUCT 18" RCP STORM DRAIN, D-LOADING PER PROFILE, W/ BEDDING AND BACKFILL PER CITY OF RANCHO CUCAMONGA STD PLAN NO.34110CONSTRUCT MANHOLE TYPE NO.3 PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 32012CONSTRUCT JUNCTION STRUCTURE WITH MANHOLE PER SPPWC STD PLAN NO. 320-213CONSTRUCT MODIFIED CITY OF RANCHO CUCAMONGA STD PLAN NO. 334 TRANSITION STRUCTURE PER DETAIL "A" ON SHEET 514CONSTRUCT 48" RCP STORM DRAIN, D-LOADING PER PROFILE15REMOVE EXISTING 10' x 6' BOX CULVERT18INSTALL PRESSURE TYPE MANHOLE FRAME AND COVER PER APWA STD. 211 & 21223CONSTRUCT TRANSITION STRUCTURE PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 33425CONSTRUCT MANHOLE TYPE NO.2 PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 31936INSTALL JENSEN PRECAST 24" x 24" CONCRETE INLET WITH TRAFFIC RATED GRATE, OR APPROVED EQUAL3STORM DRAIN PLANSTA 7+90.00
SD LAT "6"PUBLIC SD PROFILE(SEE PLAN VIEW SHEET 4)SD LAT "2"PUBLIC SD PROFILENOTE:CONTRACTOR TO POTHOLE ALL UTILITIES INFOOTHILL BLVD. AT STORM DRAIN CROSSINGSPRIOR TO CONSTRUCTION.PROFILE SCALESHORIZ. 1"=40'VERT. 1"=4'DETAIL "1"SCALE: 1" = 10'STA 2+50.00 MATCH SHEET 2
MATCH SHEET 4
STA 2+50.00 MATCH SHEET 2
(8"S)(8"S)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G
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)(G)(G)(G)MHSSSSSSDWDWDWDWSDSDSDSDSDSD1+00STA. 6+05.40 SD PUBLIC MAINSTA. 0+00.00 SD LINE AEXISTING 10'x6'REINFORCED BOXCULVERTSD LAT "2"PRIVATE STORM DRAIN LINEA PER SEPARATE PLANSFOR TRACT 1660525.00'PR.PUBLIC SDEASEMENT4+07.42 EC℄ MHM=12"3+59.31 BCEND TRANSITIONR.O.W.EX. 12" WTR PERCVWD W.O. 45530EX. BLOWOFF AND AIR VAC TO BERELOCATED PRIOR TO INSTALLATION OFCULVERT PER CVWD PUBLIC WATER ANDSEWER PLANS FOR TR16605EX. VERIZON LINE±39' FROM ST ℄EX. 3" SOCAL GAS±60' FROM ST ℄GAS LINE LOCATED ON 5/31/19EX. 4" SOCAL GAS ±19' FROM ST ℄GAS LINE LOCATED ON 5/31/19L5L6C5C6C7L12122241823EX. TELEPHONEEX. 12" WATERR.O.W.102'C3L43+47.48BEG. TRANSITIONSTA 6+67.071267.16 BOTTOMOF 8" SEWER1266.62 TOP OF 78"SDSTA 3+80.751258.0 BOT OF 4" GAS1257.54 TOP OF 78" SD(ASSUMED, CONTRACTOR TO POTHOLE)STA 2+86.481257.7 BOT OF 12" WTR1257.15 TOP OF 78" SD(ASSUMED, CONTRACTOR TO POTHOLE)10BC 6+24.20
BC 7+37.21EC 7+02.72EC 3+03.47Mid 6+63.46
Mid 7+80.3
1 C44+005+006+007+006+08.11℄ MH, A=45°,L=8', P=8"256" SD LAT.PER SEPARATEONSITE SD PLANSPGR2018-000286" SD LATPER SEPARATEONSITE SD PLANSPGR2018-00028(PRIVATE)PR. PARKWAY CURB OUTLETPER STREET IMP. PLAN120'PROPOSED R/W3+00SEE DETAIL"1" HEREONEX. 36"CULVERT1261.10 INV
STA. 7+37.21 BC S=0.02221.52'EXIST. SURFACE@ CL OF PIPEPROP. SURFACE@ CL OF PIPES=0.0377S=0.0050INSTALL 245.47'78" RCP (D-1400)1259.31 INV.36" LINE AINSTALL 178.55'78" RCP (D-1800)EXIST.R/WQ100 = 632.07 CFSSTA. 0+13.0348" SD LAT-21252.18 INV@ SD MAIN-M1STA. 2+70.94STA. 6+04.781258.03 INV ℄ OF MHSTA. 6+08.111278.41 RIM1260.33 INV
STA. 7+02.72 EC 1258.0 INV.POTHOLE & VERIFY4" GAS22Q100 = 619.90 CFS13.16'1250.59 INVSTA. 4+07.42 EC1250.35 INVSTA. 3+59.31 BC1249.57 INVSTA. 3+03.47 EC1249.43 INVSTA. 2+76.17 PCC1249.30 INVSTA. 2+59.13 BCINSTALL 71.31'84" RCP (D=1200)Q100 = 632.07 CFS11250.22 INVSTA. 3+47.48BEG TRANSITION
Q100 HGLQ100 HGLSTA. 6+11.45
1258.29 INV
STA. 6+24.20 BC
1258.59 INVS=0.0050Vmax. = 18.68 FPSVmax. = 19.05 FPSVmax. = 16.42 FPS1
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S1266.62 TOP OF 78" SD1258.0 BOT 4" GAS1257.54 TOP 78" SD 1.86'℄ OF MHSTA. 4+07.421259.80 RIM1257.7 BOT 12" DW1257.15 TOP 84" SD1254.50 INV.PER SEP. ONSITESD PLAN6" SUBDRAIN1264.16 INV.PER SEP.ONSITE SD PLAN6" SUBDRAIN1257.7 INV.POTHOLE & VERIFY12" DWBEG. TRANS. STR.END TRANS. STR.(PRIVATE)EXIST.R/W℄ OF MH1261.85 RIMSTA. 2+70.90STA. 6+05.40 SD MAIN-M1= STA. 0+00.00 LINE A@ SD MAIN-M1STA. 4+10.28@ SD MAIN-M1STA. 7+40.011253.64 INV.PER SEP. ONSITESD PLAN6" SUBDRAIN@ SD MAIN-M1STA. 4+31.85STA. 7+90.00
1262.26 INV
EX. SURFACE @CL OF PIPEINSTALL 43.75'18" RCP (D-870)℄ OF CBSTA. 0+48.101290.44 TCS
=
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1281.22 INV
STA. 0+46.60
1277.10 INV
STA. 0+02.85 1275.10 INV.SD MAIN-M11.79'6Q100 = 2.70 CFSV100 = 1.53 FPS1284.35 BOTTOM OF 8" SS1282.54 TOP OF 18" SDQ100 HGL℄ OF MH
STA. 0+02.85
1290.01 RIMSTA. 14+67.03 SD MAIN-M1= STA. 0+00.00 SD LAT-6PROP. SURFACE@ CL OF PIPESD LINE ASD PUBLIC MAINNUMBERC3C4C5C6C7L4L5L6L12RADIUS22.5045.0045.0090.00187.00LENGTH17.0427.3048.0578.5286.2155.84216.8334.498.87LINE/CHORD DIRECTIONN3° 04' 27.58"WN36° 00' 09.49"EN22° 47' 37.07"EN32° 47' 28.69"WN44° 34' 40.36"WN53° 23' 06.44"EN7° 47' 52.30"WN57° 47' 05.07"WN37° 12' 07.70"EDELTA043° 23' 20"034° 45' 54"061° 10' 59"049° 59' 13"026° 24' 49"TANGENT8.9514.0926.6041.9643.88EXIST. SURFACE@ CL OF PIPE1249.30 INV.SD MAIN-M1INSTALL 3.84'48" RCP (D-900)Q100 = 85.90 CFSV100 = 6.84 FPS14STA. 0+28.59 ANG PT
1253.86 INV
EX. 10'X6' BOXCULVERTSTA. 0+23.96
1253.35 INV
STA. 0+20.12
1252.94 INV
INSTALL 4.63'TRANSITIONSTA. 0+13.03
1252.18 INV
= ELEV R
= ELEV S Q100 HGL13STA. 2+59.13 SD MAIN-M1= STA. 0+00.00 SD LAT-2(S=0.0027)JOIN EX. RCB
1254.08 INV
STA. 1+17.69
EX. HEADWALL 1264.36 FS
EX. TOP OF HEADWALL
R/W±10.0'±12.0'EXISTING PARKING LOT1261.8± TW
1260.8± FS
EX. TOP OF WINGWALL
EX 36" CULVERTQ100 = 85.90 CFSV100 = 1.44 CFSSD14C3C4133+002.00'2.16'STA. 2+59.13 BC, MAIN M-1STA. 0+00.00 SD LAT 2B=48", D1=84", D2=84"BEGIN TRANSITIONINV=1249.30PCC 2+76.17END TRANSITIONINV=1249.4772.91'BEGIN RE
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0+13.03INV=1252.200+20.12INV=1252.940+23.96INV=1253.350+28.59 ANG PTINV=1253.86JOIN EX. BOX152+50R/W2+67.90℄ OF MH4.63'EX. C&G℄F
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.EX. 10'X6' BOXCULVERTPROTECT INPLACEEX. 10'X6' BOXCULVERTPR.25.00'PUBLICSD ESMTC.I.P.N24°46'07.70"WS02°14'59.56"W12BS316.78'1249.93 Inv2
78"11111Revised pipe size SD Main - M1, eliminated structure08/17/23SUBMITTED FOR DELTA 1 ONLY.__________________________________________ROBERT OTTE, PE 44120 EXP 6/30/25DATE09/07/2306-30-25
SD MAIN-M1PUBLIC SD PLANA PUBLIC SERVICE BY UNDERGROUND SERVICE ALERTDIALBEFOREYOU DIGTOLL FREE1-800-227-2600TWO WORKINGDAYS BEFOREYOU DIGCITY OF RANCHO CUCAMONGARECOMMENDEDOFNO.DESCRIPTION OF REVISIONDATEREVISONSAPPROVED BY:CITY ENGINEERDrawing Name: P:\P\PSFO00000002\0400CAD\SHEETS\Offsite\Storm\EC-SD-002-PSFO0002-PUBLIC.dwg
Last Opened: Feb 07, 2022 - 2:12pm by: MsoATR2/03/20227®PLAN AND PROFILESYCAMORE HEIGHTSPUBLIC STORM DRAIN PLANDATESHEETDRAWING NO.DESIGNED BY:DRAWN BY:ATRCHECKED BY:MSR17782 17th St, Suite 200Tustin CA 92780-1947Phone: 714.665.4500FILE NO.DATE62159CITYAPPROVEDRCE NO.ENG 2018-00049BENCHMARKNGVD 29 BENCHMARK SBCO BM NO. 7-26 @ NWCOR OF FOOTHILL BLVD / GROVE AVE IN MIDDLEOF SIDEWALK TO TRAFFIC SIGNAL CONTROL BOX,0.4 FT WEST OF END OF CURB RETURN. ELEV =1291.431 (06-01-1970)FETATSOICAILACFLIVI
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SFONOEOKSOSURLAREENIGNISSERCE NO. 67514ROW 2020-000762526-D1"= 40'scalefeet4004080SD MAIN-M1PUBLIC SD PROFILEPROFILE SCALESHORIZ. 1"=40'VERT. 1"=4'STORM DRAIN PLANSTA 7+90.00 MATCH SHEET 3 STA 7+90.00 MATCH SHEET 3
4CONSTRUCTION NOTES2CONSTRUCT 78" RCP STORM DRAIN, D-LOADING PER PROFILE, W/ BEDDING AND BACKFILL PER CITY OF RANCHO CUCAMONGA STD PLAN NO 3CONSTRUCT 42" RCP STORM DRAIN, D-LOADING PER PROFILE, W/ BEDDING AND BACKFILL PER CITY OF RANCHO CUCAMONGA STD PLAN NO 5CONSTRUCT 24" RCP STORM DRAIN, D-LOADING PER PROFILE, W/ BEDDING AND BACKFILL PER CITY OF RANCHO CUCAMONGA STD PLAN NO 6CONSTRUCT 18" RCP STORM DRAIN, D-LOADING PER PROFILE, W/ BEDDING AND BACKFILL PER CITY OF RANCHO CUCAMONGA STD PLAN NO 8CONSTRUCT JUNCTION STRUCTURE NO.4 PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 333, CASE 111CONSTRUCT MANHOLE TYPE NO.4 PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 32117CONSTRUCT CURB INLET CATCH BASIN WITH LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 300 & NO. 307 CASE "B AND PER DETAIL 17 ON SHEET 419CONSTRUCT MODIFIED CMP CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 311 AND PER DETAIL ON SHEET 520PROTECT IN PLACE (ITEM PER PLAN)22REMOVE EXISTING SD CULVERT (DIA. PER PLAN), BACKFILL AND COMPACT24CONSTRUCT MANHOLE SHAFT SAFETY LEDGE PER SPPWC STD PLAN NO. 330-225CONSTRUCT MANHOLE TYPE NO.2 PER CITY OF RANCHO CUCAMONGA STD PLAN NO. 319NOTE:CONTRACTOR TO POTHOLE ALL UTILITIES IN REDHILL AT STORM DRAIN CROSSINGS PRIOR TOCONSTRUCTION.CROSS SECTION AT DEEP PIPESD MAIN-M1SEE DEEPPIPE CROSSSECTIONHEREONSTA. 8+73.37SCALE: 1"=10'(SEE PROFILE SHEET 3)℄EX. RED HILLCOUNTRY CLUB GOLFCOURSE ACCESS(PRIVATE)S8
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LOCAL DEPRESSION DETAILSCALE 1' = 10'STA: 10+75.4517RED HILL COUNTRY CLUB DRIVENOTE: ELEVATIONS & STATIONING PER STREET IMPROVEMENT PLANSEE DETAIL 17TOP RIGHTIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(8"S)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)DWDWSSSSSSSSSSSSSSSSSSSSSDSDSDSDSSSSSSSDSDSDDWDWS
DDW DWSDSDSDSDDWDWDW0+51STA. 8+73.42 SD PUBLIC MAINSTA. 0+00.00 SD LINE BSTA. 9+77.86 SD PUBLIC MAINSTA. 0+00.00 SD LAT-3 (PRIVATE)STA. 14+67.03 PUBLIC SD MAIN-M1STA. 0+00.00 SD LAT-6EXISTING OVERHEAD POWER LINES TO BEUNDER GROUNDED PER SEPARATE PLANSFOR TRACT 16605PRIVATE STORM DRAIN LINE BPER SEPARATE PLANS FORTRACT 16605PRIVATE STORM DRAIN LINE CPER SEPARATE PLANSPGR2018-00028 FOR TRACT 16605PRIVATE STORM DRAINLATERALS PER PLANS FORTRACT 16605PGR2018-00028PRIVATE STORM DRAINLATERAL PER SEPARATEPLANS FOR TRACT 16605PROPOSED25.00'PUBLIC SDEASEMENT
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T8+75.96℄ MH, L=7'10+99.13℄ MH, A=27°42', B=36",C=68", D1=D2=78"ELEV R=1270.26ELEV S=1270.2514+67.77℄ MH, L=5.5'14+96.06℄ CI, W=14', V=9.22'REMOVE EXISTING 18" RCPREMOVE EXISTING 24" RCP15+27.57℄ BASINHERITAGE TREESL7L8L
9
L10C7C8C9C10C
1
1L14L1
6L17224322
22211617192022222525L19L15STA 11+03
.
5
1
1283.6 B
O
T
D
W
127
6
.
2
T
O
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S
D
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1
1
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2
4
.
2
6
127
8
.
1
B
O
T
S
S
127
6
.
6
T
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S
D
STA. 12+49.00 SD PUBLIC MAINSTA. 0+00.00 30" IRRIGATIONSTA 13+18.511287.77 BOT DW1280.06 TOP SDCVWD IRR. LINE PER SEPARATEON-SITE STORM DRAIN PLANSCITY PERMIT NO. PGR2018-00028STA 8+81.451276.83 BOTTOM OF 8" SS1271.38 TOP OF 78" SDSTA 14+16.791287.14 BOT DW1281.47 TOP SDSTA 13+35.441289.99 BOT SS1280.04 TOP SDBC 9+08.53
BC 12+93.14BC 14+74.29EC 8+23.42
EC
1
1
+
4
9
.
7
0
EC 13+52.04EC 14+86.07PRC 10+79.70Mid 7+80.31Mid 9+94.11Mid 11+14.70
Mid 13+22.59
Mid 14+80.18L1315+
6
58+009+0010+00 11+0
0
12+0013+001
4
+
0
0
15+
0
026" SD LATPER SEPARATEONSITE SD PLANSPGR2018-00028(PRIVATE)STA. 10+91.42 SD PUBLIC MAIN(PRIVATE) STA. 0+00.00 SD LINE C18" SD LAT.PER SEPARATEONSITE SD PLANS STA. 11+30.66 SD PUBLIC MAINSTA. 0+00.00 SD LAT-4/LAT-5℄ MH, L=5.5' (PRIVATE)2559+79.87℄ MH, L=5.5'242512+56.98℄ MH, A=29°54', B=30",C=84", D1=D2=78"ELEV R=1276.36ELEV S=1273.8111(PUBLIC)EX. R/WPR. R/WPER TRACT MAP 1660530'40'30'20'EX. 4" GAS LINE, FIELDLOCATED ON 5/31/19.TO BE ABANDONEDSD LINE BSD LINE CSD PUBLIC MAINSD LAT-3SD LAT-4SD LAT-5SD LAT-6NUMBERC7C8C9C10C11L7L8L9L10L13L14L15L16L17L19RADIUS187.00163.0045.0045.0045.00LENGTH86.21171.2069.9958.9011.7885.09143.44122.2578.5011.8944.07186.0222.5816.4951.02LINE/CHORD DIRECTIONN44° 34' 40.36"WN61° 27' 33.45"WN46° 59' 19.27"WN39° 55' 47.30"WN84° 55' 47.30"WN31° 22' 15.65"WN2° 25' 47.30"WN77° 25' 47.30"WS87° 34' 12.70"WN13° 37' 44.35"EN2° 37' 49.74"WS75° 39' 37.31"WN85° 48' 40.29"WN63° 59' 32.85"ES27° 34' 12.70"WDELTA026° 24' 49"060° 10' 36"089° 07' 04"075° 00' 00"015° 00' 00"TANGENT43.8894.4444.3134.535.921263.00 INVSTA. 8+23.42 EC 4.46'S=0.02221268.93 INV., ℄ TO ℄PER SEP. ONSITE SD PLAN18" SD LAT-31275.31 INV
STA. 14+86.07 EC
1273.46 INV
STA. 13+52.04 EC EXIST. SURFACE@ CL OF PIPEPROP. SURFACE@ CL OF PIPEINSTALL 109.22'78" RCP (D-1800)INSTALL 26.47'78" RCP (D-1400)INSTALL 332.02'78" RCP (D-1400)INSTALL 94.47'78" RCP (D-1000)1268.68 INVSTA. 10+79.70 PRC S=0.02211265.12 INV.42" SD LINE B1270.25 INV.36" LINE C1277.10 INV.SEE SHEET 318" LAT-6S=0.0100PER PLAN
BASIN BOT.
STA. 15+64.57
1276.09 INV
STA. 7+90.001262.26 INV S=0.0220INSTALL 82.46'78" RCP (D-1800)℄ OF MHSTA. 8+75.961294.10 RIM1264.89 INVSTA. 9+08.53 BC
1269.70 INV
STA. 11+33.41
1269.60 INV
STA. 11+27.91
℄ OF MHSTA. 10+99.131288.01 RIM
1272.66 INV.18" LAT-51272.66 INV.18" LAT-4S=0.0182S=0.0143℄ OF MH
STA. 14+67.77
1290.08 RIM
℄ OF MH
STA. 11+30.66
1287.24 RIM
1268.94 INVSTA. 10+91.421269.12 INVSTA. 11+01.442
222Q100 = 619.90CFSQ100 = 559.56 CFSVmax. = 16.86 FPS2Q100 = 554.92 CFSVmax. = 16.72 FPSQ100 = 553.26 CFSVmax. = 16.67 FPSQ100 = 550.67 CFSVmax. = 16.59 FPS1275.08 INV
STA. 14+65.43
1270.00 INV
STA. 11+49.70 EC
Q100 HGL22.83'13.67'DEPTH TOLEDGE1264.09 INVSTA. 8+72.461264.25 INVSTA. 8+79.46
STA. 14+70.10
1275.15 INV
STA. 9+77.541266.42 INV2Q100 = 560.89 CFSVmax. = 16.90 FPSVmax. = 18.68 FPS1276.27 BOT OF 8" SS1273.48 TOP OF 78" SDS=0.0181STA. 8+75.961264.17 INV
1
2
7
8
.
0
9
BO
T
O
F
8
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SS
1
2
7
6
.
6
2
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F
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2
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7
7
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8
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DW
1
2
8
0
.
0
6
TOP
O
F
7
8
"
SD1273.81 ELEV S30" IRR. LINESTA. 12+93.14 BC
1272.61 INV 1283.64 BOT OF 8" WTR1276.24 TOP OF 78" SDSTA. 12+49.71
1271.82 INV
STA. 12+59.24
1271.99 INVINSTALL 98.08'78" RCP (D-1800)1276.83 BOT OF 8" SS1271.38 TOP OF 78" SD1289.99 BOT OF 8" SS1280.04 TOP OF 78" SD1
2
8
7
.
1
4
BOT
OF
8
"
DW
1
2
8
1
.
4
7
TOP
OF
7
8
"
SD7.90'10.56'11.83'1266.41 INV.PER SEP.ONSITE SD PLAN6" SUBDRAIN1266.95 INV.PER SEP.ONSITE SD PLAN6" SUBDRAINPER SEP. ONSITE SD PLANPER SEP.ONSITE SD PLANPER PLANBASIN BOT.(PRIVATE)(PRIVATE)(PRIVATE)(PRIVATE)(PRIVATE)℄ OF MHSTA. 9+79.871292.88 RIMSTA. 9+82.201266.53 INV 19.33'13.67'DEPTH TOLEDGE℄ OF MH
STA. 12+56.98
1290.70 RIM
11.65'2.64'@ SD MAIN-M1STA. 8+37.66@ SD MAIN-M1STA. 8+65.96STA. 9+77.86 SD MAIN-M1= STA. 0+00.00 SD LAT-3STA. 8+73.42 SD MAIN-M1= STA. 0+00.00 LINE BSTA. 10+91.42 SD MAIN-M1= STA. 0+00.00 LINE CSTA. 11+32.20 SD MAIN-M1= STA. 0+00.00 SD LAT-4STA. 11+30.66 SD MAIN-M1= STA. 0+00.00 SD LAT-5STA. 12+49.00 SD MAIN-M1= STA. 0+00.00 30" IRR. LINEPER SEP. ONSITE SD PLAN(PRIVATE)STA. 14+67.03 SD MAIN-M1= STA. 0+00.00 SD LAT 6(1284.20 EG)1263.55 INV.1294.05 FG1:11:
1
5'
MIN
EX. GRADEPR. FINISH GRADENOTE: INSTALL STORM DRAIN IN EXISTINGGROUND PRIOR TO PLACING FILL.PR. 78" SDBACKFILL WITH SOILAPPROVED BY SOILSENGINEER AT 90%COMPACTION(8"S)(8"S)(8"S)(8"S)(8"S)1'
MIN.
S
D
S
D
FS
1290.051290.46 TC
1289.79FL EX. 18" RCPTO BE REMOVED5'5'2.0'
GUTTER RED HILL COUNTRY CLUB DR.FS
1290.02
FS
1290.04
FS
1290.02
1290.49 TC
1289.82FL
1290.48 TC
1289.81FL
1290.45 TC
1289.78FL
1290.44 TC
1289.88 FL
1290.43 TC
1289.68 FL 0.5%0.8%6'6'14'4.0'
GUTTER
PR. 18" SDSD LAT-6PR. 6' S/WPER STREETPLANPR. C&GPER STREET PLANEX. R/WEX. 8" SEWERPROTECT INPLACE℄11+00STA 10+75.45
℄ LOCAL DEPRESSION
W=14'
10+57.45
10+62.45
10+88.45
10+93.45
1289.82 FL
1289.79 FL
1289.78 FL
1289.81 FL
10+68.45
10+82.45 17BEG. CONSTRUCTION
END CONSTRUCTION
1289.61 FL
1289.60 FL
8"CF
8"CF
8"CF
8"CF
10"CF
10"CF
SAWCUT LINE CONSTRUCT FULLDEPTH AC PAVEMENTPER STREET PLANADJUST EX. MH TOGRADE AS DIRECTEDBY CUCAMONGAVALLEY WATERDISTRICT (CVWD)
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERTDIALBEFOREYOU DIGTOLL FREE1-800-227-2600TWO WORKINGDAYS BEFOREYOU DIGCITY OF RANCHO CUCAMONGARECOMMENDEDOFNO.DESCRIPTION OF REVISIONDATEREVISONSAPPROVED BY:CITY ENGINEERDrawing Name: P:\P\PSFO00000002\0400CAD\SHEETS\Offsite\Storm\EC-DT-001-PSFO0002-DETAILS.dwg
Last Opened: Feb 07, 2022 - 2:12pm by: MsoATR2/03/20227®PLAN AND PROFILESYCAMORE HEIGHTSPUBLIC STORM DRAIN PLANDATESHEETDRAWING NO.DESIGNED BY:DRAWN BY:ATRCHECKED BY:MSR17782 17th St, Suite 200Tustin CA 92780-1947Phone: 714.665.4500FILE NO.DATE62159CITYAPPROVEDRCE NO.ENG 2018-00049BENCHMARKNGVD 29 BENCHMARK SBCO BM NO. 7-26 @ NWCOR OF FOOTHILL BLVD / GROVE AVE IN MIDDLEOF SIDEWALK TO TRAFFIC SIGNAL CONTROL BOX,0.4 FT WEST OF END OF CURB RETURN. ELEV =1291.431 (06-01-1970)FETATSOICAILACFLIVI
NRO No.C-62159RPETSIGRE
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SFONOEOKSOSURLAREENIGNISSERCE NO. 67514ROW 2020-000762526-D5CMP CATCH BASIN1" = 5'19PLAN VIEW1"=5'PROFILE VIEWH: 1"=5'V: 1"=5'STORM DRAIN DETAILSSECTION VIEW - A-AH: 1"=5'V: 1"=5'NOTE:PRIOR TO CONSTRUCTION, CONTRACTOR TO LOCATE WATER LINE AND NOTIFYENGINEER OF LOCATION. CONTRACTOR TO INSTALL GUARDRAIL MIN. 5' FROMWATER LINE. ANY DEVIATION IN THE LOCATION OF THE GUARD RAIL FROMTHAT SHOWN ON PLANS SHALL BE APPROVED BY THE CITY ENGINEER PRIORTO INSTALLATION.13TRANSITION STRUCTURE NO 1DETAIL "A"(MODIFIED PER THIS DETAIL)1" = 5'EXISTING10'X6' R.C.B.TRANSITION STRUCTURE #1PER CITY OF RANCHO CUCAMONGASTD 334 (MODIFIED).SEE NOTE 1 TO RIGHT.PORTION OF EXISTING R.C.B.TO BE REMOVED#6 @ 12" O.CEMBED 6 34" MIN INTO EXISTING R.C.B@ 12" O.C.48"R.C.P.PLAN4'Ø10'℄℄EXISTING10'X6' R.C.B.6'4'ØSIDE REBAR PER CALTRANS STD PLAN D80CUSE SPAN 10' HEIGHT 6' FOR TABLE.SEE NOTE 2 ABOVE.#6 @ 12" O.C)EMBED 6 34" MIN INTO EXISTING R.C.B@ 12" O.C.*REBAR PER CALTRANS STDPLAN D80 -USE SPAN 10'HEIGHT 6' FOR TABLE.SEE CALTRANS STD PLAN D80ON SHEET 7.PER PROFILEWATERTIGHT JOINTNOTE:USE HIT-RE 500 SD ADHESIVE EPOXYTO ANCHOR DOWELS INTO EXISTINGSTRUCTURES OR APP'VD EQUIVALENT.SPECIAL INSPECTION REQUIRED FORDOWEL EMBEDMENT. PROVIDEINSPECTION REPORTS TO CITYENGINEER PRIOR TO ACCEPTANCE OFTHE STORM DRAIN SYSTEM BY THECITY.JUNCTION STRUCTURE PERSPPWC STD PLAN NO 340-2ON SHEET 748"R.C.P.JUNCTION STRUCTURE PERSPPWC STD PLAN NO 340-2ON SHEET 7STA 0+20.12STA 0+23.96SD LAT. 2SD LAT. 2 NOTES:1. MODIFIED CITY STD. 334 DUE TOTOP OF TRANSITION STRUCTURESLOPING.2. CITY STD. 334 STATES REINFORCINGSTEEL BAR SIZES, SPACING, PATTERNAND COVER OVER STEEL SHALL BEBOX TO PIPE, THAT OF THE BOXSECTION.STA 0+23.96 5° 45' MAX84"R.C.P.1252.18ELEV S1252.94ELEV R2.0%4' I.D.3.28' MIN6.38' MAX78"RCPNOTE: ACCESS TO PIPE THROUGHMANHOLE AT STATION 14+67.771291.831285.451285.451288.731287.394.5' MIN6.0' MAX1:
1
M
A
X CMP RISERPER CITYSTD NO. 3111286.224" CONCRETE6x6 W1.4/1.4 WELDED WIRE MESHCAP ANDPLUG RCP3.28' MIN6.07' MAX1285.45EX. FG18"12"48" DIA.NOM.22'8'4' I.D.4' I.D.4' I.D.12"18"1285.13
2.0%1288.731284.811290.882.0%4' I.D.1287.391286.224' I.D.4' I.D.4' I.D.4.06'
MAX. DEPTH
4.06'
MAX. DEPTH
2.0%4' TYP.4' TYP.INLET RISER CONNECTIONS PER MODIFIEDCALTRANS STD DETAIL D93B.SEE STD DETAIL ON SHEET 7.INLET RISER BASEPER DETAIL ON SHEET 7INLET RISER CONNECTIONS PER MODIFIEDCALTRANS STD DETAIL D93B.SEE STD DETAIL ON SHEET 7.INLET RISER BASEPER DETAIL ON SHEET 7HGLPR. GUARDRAILPR. TYPE "L" INLETMARKER PERSTREET PLANSVARIES2' MAXPR. FENCER/WN'LY0.83'PR. TYPE "L" INLETMARKER PERSTREET PLANS1276.09 INVSTEEL STEPS PERCITY STD NO 3251290129012881288128912
8
912891289 129112
9
112911292SDSDSDSDSD
SDSDSDSDR.O.W.18.17'6.0'6.0'EX. TREETO BE REMOVEDEX. TREE TO BE REMOVEDEX. TREE TOBE REMOVEDEX. EDGE OFPAVEMENTEX. FENCETO BE RELOCATEDEX. TREETO BE REMOVEDEX. TREETO BE REMOVEDR.O.W.1285.45 BB1290.11 TB40.00'1285.13 BB1285.13 BB1289.58 TB1290.73 TB1289.78 TBEX. 18" CULVERT TO BEREMOVED PER SHEET 4(1290.14 EP)(1289.81 EP)(1289.59 EP)1292.69PROPOSED GUARDRAILPER STREET IMPROVEMENT PLANSEXIST. GRAVEL SHOULDERFOR MAINTENANCE ACCESS4" CONCRETE6x6 W1.4/1.4 WELDED WIRE MESH1.0'RELOCATED FENCE1.0'40.00'6.0'1290.40 TB8.0'1290.96 TB1285.45 BB1290.64 TB1285.13 BB1285.45 BB1285.13 BB1285.45 BB1290.73 TB1290.11 TB1291.83 TB(1290.44 EP)1291.13 TB1.0%
1.0%2.0%2.0%2.0%2.0%2.0%2.0%4.0'78" RCPRED HILL COUNTRY CLUBGOLF COURSE (PRIVATE)EX. 8" C.M.L. WATER LINE.PROTECT IN PLACEAA20.00'EX. AC PVMT.PORTION TOBE DEMO'DFOR BASINEX. EPRED HILL COUNTRY CLUB DR.℄(8" WT)(8" WT)(8" WT)1.0'1.0%
1.0%
1.0%4.0'4.0'4.0'8.0'8.0'1290.75
1290.98EX. GOLF COURSE
ACCESS1285.45 BB1290.901290.88 TB(1290.69 EP)1285.45 BB1284.81 BB1288.73 TB1288.73 TB2.0%2.0%1284.81 BBSEE TYPICAL SECTION A-A ABOVE1291.25PR. TYPE "L" MARKER (TYP.) PERSTREET IMPROVEMENT PLANSPR. TYPE "L" INLET MARKER(TYP.)Δ = 32°40'27",9.66'6.92'EX. FENCEPROTECT IN PLACE40.00'12905.0'
MIN.(8" WT)(8" WT)(8" WT)5.0'
MIN.
1.0'20.0'RELOCATED C.L. FENCE17.77'14.83'1291129212931293STEEL STEPS PERCITY STD NO 325N87° 34' 12.70"E
MHSD
1256.92 FL
JOIN EXISTING PAVEMENT
8411 FOOTHILL BLVD.
A.P.N. 0207-571-75-0000
GARAGE
COVER
STORAGE YARD
SBCTA R/W
EX. CHAIN-LINK FENCE
PROTECTED IN PLACE
30 31
EX. TOE OF SLOPE
EX. TOP OF SLOPE
EX. TOE OF SLOPE
EX. TOP OF SLOPE
EX. SWALE FL
(1259.79 EG)
FS
PR. EDGE OF AC PAVEMENT
(1258.93 EG)
FS
(1258.03 EG)
FS
(1257.14 EG)
FS
EX. CHAIN-LINK FENCE
BEGIN REMOVAL
SBCTA R/W ℄PACIFIC ELECTRIC BIKE TRAIL FOOTHILL BLVD.PR. 84" SD
SEE SHEET 2
EX. CHAIN-LINK FENCE
PROTECTED IN PLACE
EX. LOT LINE
EX. SD CULVERT
PR. JUNCT. STRUCT.
SEE SHEET 2
R/W
℄(1259.41 EG)
.END CONC. SWALE
R = 6.5'
SLOPE
V
A
R
I
E
S
2:1 MAX
SLOPE
V
A
R
I
E
S
2:1 MA
X
(1257.03 EG)
EG
1255.93 FL
1255.56 FL
1255.29 TG
1249.65 INV 33
1257.77 FS
1256.44 FS
1258.41 FS
1259.49 FS
REMOVE AND RECONSTRUCT
EX. CHAIN-LINK FENCE
(1257.23 EG)
FS
1256.89 FL
BEG. CONC. SWALE
(1255.89)
.
(1255.45 EG)
.EG AT BLDG.
(1259.89 EG)
FS
(1260.53 EG)
FS
(1259.56 EG)
EG
(1257.07)
EG
1258.75 FS
(1258.86)
EG
(1255.96)
EG GB(1259.12 EG)
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FS
1255.37 FS
30 31
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1260.43
FSEDGE OF PR. PAVEMENT
35
35
EX. EP
EX. EDGE OF
CONCRETE
1250
125
0
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2
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5
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125012551245125012551.69%
12
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JOIN/FS
JOIN/FS
JOIN/FS
JOIN/FS
JOIN/FS
JOIN/FS
JOIN/FS
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JOIN/FS
JOIN/FG
JOIN/FS
EX. CHAIN-LINK FENCE
END REMOVAL
DAYLIGHT LINE
PR. 18" STORM DRAIN SD
LAT-1. SEE SHEET 2
(1257.00 EG TOP)
JOIN/FG
(1257.00 EG TOP)
JOIN/FG
(1257.00 EG TOP)
JOIN/FG
1256.75 FG
1255.37 FS
EX. BLDG.
CONTRACTOR TO MAINTAIN
DRAINAGE FLOWLINE ALONG
SIDE OF BIKE TRAIL
2.7
9
%
5.1
3
%1255125512561256125712571
2
5
8
1
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9126012581259 126132
1259.27 FS
320.71%
34
XXXXLIMITS OF GRADING
LIMITS OF GRADING
7.04%1256(1257.00 EG TOP)
JOIN/FG
A
A
REMOVE AND DISPOSE
EX. WALKWAY
SEE SECTION A-AON SHEET 2PR. 25' PUBLICSD EASEMENTPR. MH. SEE SHEET 2
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
DIAL
BEFORE
YOU DIG
TOLL FREE 1-800-227-2600
TWO WORKING
DAYS BEFORE
YOU DIG
CITY OF RANCHO CUCAMONGA
RECOMMENDED
OF
NO.DESCRIPTION OF REVISION DATE
REVISONS
APPROVED BY:
CITY ENGINEER
Drawing Name: P:\P\PSFO00000002\0400CAD\SHEETS\Offsite\Storm\EC-DT-002-PSFO0002-DETAILS.dwgLast Opened: Feb 07, 2022 - 2:13pm by: MsoATR
2/03/2022
7
®
PLAN AND PROFILE
SYCAMORE HEIGHTS
PUBLIC STORM DRAIN PLAN
DATE
SHEET
DRAWING NO.
DESIGNED BY:
DRAWN BY:
ATR
CHECKED BY:
MSR
17782 17th St, Suite 200
Tustin CA 92780-1947
Phone: 714.665.4500
FILE NO.DATE
62159
CITY
APPROVED RCE NO.
ENG 2018-00049
BENCHMARK
NGVD 29 BENCHMARK SBCO BM NO. 7-26 @ NW
COR OF FOOTHILL BLVD / GROVE AVE IN MIDDLE
OF SIDEWALK TO TRAFFIC SIGNAL CONTROL BOX,
0.4 FT WEST OF END OF CURB RETURN. ELEV =
1291.431 (06-01-1970)F
ET
A
TS
O
IC AILAC F
LIV INRO
No.C-62159
RP
ETSIGREKRAMDER S
FO NO
EOKSO
SU
R LA
REENIGNISSE RCE NO. 67514
ROW 2020-00076
2526-D
1"= 10'scale feet
10 0 10 20
CONSTRUCTION NOTES
30 BACKFILL EXISTING DITCH WITH SOIL APPROVED BY SOILS ENGINEER AT 90% COMPACTION
31 CONSTRUCT 3" A.C. OVER 4" A.B. PAVING, COMPACTION PER SOILS ENGINEER
32 CONSTRUCT 24" CONCRETE SWALE PER DETAIL HEREON
34 INSTALL CHAIN-LINK FENCE PER SAN BERNARDINO COUNTY STANDARD DRAWING 300
STORM DRAIN DETAILS
A.C./A.B. PAVEMENT
LEGEND
GRADING DETAIL
SCALE: 1"=10'
6
35 CONSTRUCT REDWOOD HEADER
33 INSTALL YARD INLET PER SPPWC STD PLAN NO. 350-1
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERTDIALBEFOREYOU DIGTOLL FREE1-800-227-2600TWO WORKINGDAYS BEFOREYOU DIGCITY OF RANCHO CUCAMONGARECOMMENDEDOFNO.DESCRIPTION OF REVISIONDATEREVISONSAPPROVED BY:CITY ENGINEERDrawing Name: P:\P\PSFO00000002\0400CAD\SHEETS\Offsite\Storm\EC-DT-003-PSFO0002-DETAILS.dwg
Last Opened: Feb 07, 2022 - 2:13pm by: MsoATR2/03/20227®PLAN AND PROFILESYCAMORE HEIGHTSPUBLIC STORM DRAIN PLANDATESHEETDRAWING NO.DESIGNED BY:DRAWN BY:ATRCHECKED BY:MSR17782 17th St, Suite 200Tustin CA 92780-1947Phone: 714.665.4500FILE NO.DATE62159CITYAPPROVEDRCE NO.ENG 2018-00049BENCHMARKNGVD 29 BENCHMARK SBCO BM NO. 7-26 @ NWCOR OF FOOTHILL BLVD / GROVE AVE IN MIDDLEOF SIDEWALK TO TRAFFIC SIGNAL CONTROL BOX,0.4 FT WEST OF END OF CURB RETURN. ELEV =1291.431 (06-01-1970)FETATSOICA
ILAC
FLIVINRO No.C-62159RPETSIGRE
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SFONOEOKSOSURLAREENIGNISSERCE NO. 67514ROW 2020-000762526-D7STORM DRAIN DETAILS51"4"37"96"CSP 48" RISER CONNECTIONPER CALTRANS STD. DETAIL D93BSHOWN HEREON ABOVE.96"4"51"D=78"
FINLET RISER BASENOT TO SCALEINLET RISER BASEPER DETAIL SHOWNHEREON BELOW.PER CITY STD NO 311STEEL STEPS PERCITY STD NO. 325.STEPS TO BEINSTALLED INUPSTREAM MOSTRISER