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HomeMy WebLinkAbout1038-D t F60TRILL BLVD. I FOOTHILL BLVD. c_/r Y &MCH K "008 P?.DVOcbF_T) A.C. C.h.lb 4-11 1,&, ek /An PER FOOT root MARW 2- PK NAIL W CE.NTLR OF WWO WALL 11 flu r IISS' SOUTH OF FLN6 WALL om was A? rF.:"\ L L_ G. TH 54M OF TWINIER 4VF.NUF- ANO SOU ET aRAJJULKlt BEIPPlUrk FKOhN MtMtMUI)A ....... SELEM0 TRENC14 C=1013. SIPE OF FOOTHILL a0VL9VARCk j.. F,40.i S-15-M' TKIt IAl. TO BF. UgKO F01% 11mum MA I * 113AC"ILL AMD C01AP"T10 #04.140., . . UC. Ill T. I S-� R j 0%Ea..Ohl DEWAM._.. ------- ....... __'. - . 'L I � ; i ! �I.--- k To '51boloo jj�� f . ­... ;e!!I j � 7:tt�P. j 'a j . ................ ...... --15000 vr"l f-0 M ro vc 0_1 9 -L V. 1204.105. POUVkED ACIL419rtiT L*14,bT j:�7 ........ MINI, MAIN OR x W ATE Ft EAiSTIU& IV OR 10 + .......... .12 ..... 'T Efk. Ir I Ft F, t4y a puml ST D. '5 0 If -L&N&TIA or coqco;t&,TL &UG116se ...... 'of Ru N MTAT "TO BE 5' LUC% A.'f 1: Nu A le, �ER .... ...... NYOXAWC1 t RIMOICULAR eiteur IN 10' IAVIIG� hT Krp%0- ....... ..... ATE ELTEV. PER PLAM LL Atf .......r 77L W MO. F_�ItV. 4 Ir VAR 115S TO AAE&T t�RA TW 0 WAT SURFACE kyATI'o T'L ....... ....... 0, A .... ---------- ....... .... > 6 OR c Fri �SA' 4 cl; . ............................ ................ ...... F PROF11 Al ra SC L L I FPS ORA im Fl&A igmlo K M 0 Ft A,I tA VP t-k M ....... ........ NJ. 0.'Z f f2 HORIZ. OR,TA& _A)�S AT'L 1............... ...... ....L............. 0 A F- 2+4 r 'T A I DIA F -T ?OOL I � L'� � ES"E EADL VERT. a 4 A&E. R 0 UT ......... .......... f ............ ........... ...... ------- ....... .............. ........... ------ ---------- .......... IR 05 T at?A STORM Jl:�E .......... 40 ... ........ V-4 T ... ....... 77= .................. + .......... 9"AAA RA44T X IMUM CONCRETE FORMED 6-mim,MUM 5' LONG -5000 PSI %ATE VICFES OIA 0.� 17' . -2 ..................... op !Aft RL EARTH E-71 rZY Ly OF I UGL. .... ...... ILA-Ir 24 011 Em I VIA 4 ............... .......... A+4 H EXIST B" DIA. C.C.W 0. ............... SEWER MAIN D 5SL M -77� 7 j ra 77 .................. ... .... DE rA IL ixij.T it.- di A............. ....... 'it R ....... I : 'L­ ­�' . . I I .. I. IALE) v, WAT C MAIN (NOT -ro sr- Al c. LA exi s n No 0 LA. ...... 4TO RM UrceN IN c4 ... ............- ....... ............ ..... T, ............... ......... REMOVE EXISTING TREES WITHIN RIGHT-OF-WAY OF CMTPL. J E R, MA(ki. > bc - '46 Lp L ...... ......... EA .......... t u.j .1 , L� I'll .I., 4 60,ON 4 oto 5 S CO. tT -0" V= 5 -6 11. W= 4 P r"T 0 F11.E SCAL E EA. CONSTRUCT LOCAL DEPRESSION FOR SID9 QPENING CATCH DITION PER CASE C OF CITY STD. job NO. 518. G= 4 -0 HORIZ. /* 40p . ............ .4 C]F.SL 4, C H= 4" g"S rpS vt V-I MT FP$VER T 84 RM DRAIN WITH .......... ............................ ............6_1­11�� 8 9 /0 12 14 MIN. AND 12" 14AX :2 :3 EA. CON NO. 1 PER ci,ry SD. NO. 502. NOTE: PRIOR TO INSTALLATION OF STORM DRAIN IMPROVEMENTS, W= 4 -0" , V= 8'-6" , D= 3--0" t= 10': SLOPE TOP OF CATC14 THE EX15TING C.C.WD. SEWER AND WATER MAINS NEED TO BASIN AT74" PER FOOT TO IlATCW PROPO4FD �-IDEWALK GRADE. BE POTHOLED BY THE CONTRACTOR AND THEIR ELEVATIONS I EA CONSTRUCT CATCH B VERIFIED AT THE STORM DRAIN CROSSINGS. ACTUAL 502. W= 4'-0", V= 10'-On , D= 3--0", t= 10". SLOPE TOP Of ELEVATIONS SHOULD BE REPORTED TO CARL W. DONMOYER CATCH 8Ac3IM AT '14" PER FOOT TO NIATC14 PROPOSEb GIDEWALK GRAZE. AND ASSOCIATES 48 HOURS PRIOR TO CONSTRUCTION. I EA. RESSION FOR SIDE OPENING CATCH BASIN PER CASE "10 OF CITY STD. NO. 518. N G= 4'-0", K= 5 0", 1.- 0'-0" 11-7 _---EXI ST ING IMPROVEMENTS PER CITY OF SCAL E 111- 40 17 L.F. INSTALL 1811 DIA. R.C.P 20000, STORM DRAIN LATERAL WIT14 RANCHO CUCAMONGA PLAN FILE NO. EXISTING IMPROVEMENT5 PER PIPE BEDDIW& PER CITY STD. NO. 513, CASE Ir,W- W' MIM. G4S- I FOR TRACT 9403 SAN BERNARDINO CO. ROAD AND IT' MAX. DEPARTMENT PLAN - FILE NO. u 1770 EXIS-17ING, IMPROVEMENT!) PER CITY OF RANCHO CUCAMONGA PLAN NO. B99 2 EA. CON5TRUCT JUNCTION STRUCTURE as PER CITY STD. NO. SOcj. A2 460; B- 15"- C I'-G Do I a"; o2 I 5'-G", L- 4'-(a F x 41/2"; 1/% 05.9 Tz 4) 05.5 1 - - 04.6 (03.�W Tr_ t I W.M. (02.35) F L 0200.351 INV.OU ------- 3 EA. HOLE NO. k PE.0- CITY CEnTo. Mo. 1510 E . S.D.W4i. L 5 L% 4 0, 04.2 o 03.7 03.4 lAl C.Mr INV R.C.B. 0-3.2 7r (L73.11)t RIM_ (9 [Ivy 1 EA. 2'G CONSTRUCT JUNCTIONSTRUCTURE B PER CITY STD NO. 509. C = 9v-014 F- 8" - T= 41, H c, EXIST A.C. PAVEMENT FOOTHILL OFTHE PROPOSED 18" R.C.P. SHOULDBE LOCATED 2 FEET 1 +04.73 E. FO 0 THIL 00i 2=3 6L VD. + i N 8CP 5 W 00" E :3 cc - 1377.201 - :3 �A 9 )0 04.4 04.4 -3 4. ra 74 N IV �14,6 A +-I,- RA? 24. 4AW H 4. 1 7 AS ro+r*5.00 B.C. END CONSTR. 5 7+.(a+' ENTIRELY WITHIN THE STREET RIGHT-OF-WAY. )ST C.C.W.D. 1120" EX15T 5IGN5 LOCAL DEPRESSION. BEGIN TER. MAIN 34' CURB 4 GUTTER. SEE 31 OUTH OF q 0 I S &1 HIN RAMONA 72"PEPPER N G+5ZO0 PROP CATCH r IMPROVEMENTS PER )AIV IN - DIA. 37 01105)1 NV. IN BA51M t IB sm6mr av 7 30 G SAN BERNARDWO CO. ROAD IDEWALKONFOOTHILLBLVD. IN EXISTING IMPROVEMENTS PER �4) PEPPEk�_-. �-24'EUCALYPTU — DE CONNECTOLt�_ PIPE iw,w PEPPE _k 2 ag_ ,h 'EP a- _50) R I M PT PLAN NO. 150. AREA 8" C.M.P. . -24 R.-- --, in 0 'L-A r th EA. W 0ONSTRUCT CONCRETE E'NC.ASEMLN'V AROUND AND -4 55 . WATER MAINS AT TO THE 5.5 ILI vv IR EX15TING IMPROVEMENTS PER SAN TT IMPROVEMENTS Lit PER DETAIL "E" ON TKISo bVtEET BERNA 0 17M --ER EK SAN BERM -4 PROP05E STREET WAT .7' TRACT NO. WS SOUT14 OF (qE in 6+49.00 BEGIN CONSTR 37 IMPROVE ENT5PER et L17 LOCAL DEPRESSION.JOIN HEET 1 0. 3064 EA. CONSTRUCT CONCRETE BACKFILL OVER EXISTING C.C.W.D. J, H ROSSING WITHTHE PROPOSEDSTORM EXIST IMP SEESHEETZ I-f 4--4-4 1� t=f=-i--T�-f 1 EA. 01.4 004 (3 CONSTRUCT CATCH BASIN NO. S PER L.A.C.FC.D. STO. DW& 00.6 L2 2-D471. W=4'-O", t;:B� V = 53SI. 0*60.3B BEGIN CONSTIC L -GA DAM CURVE QArA LOCAL DEPRIESSIOkIl. J01M EKIST_ 0c. B ILpING I r _:UR V. I EA. COIU15TRUCT LOCAL DEPRESSION FOR SIDE OPEUING CATCH (9 HYDRANT RUNS,, NO 6=30*00'00" BASIN IN A SUMP CONDITION PER L.A.C.FC.D. STO. OWG. NO. IMPROVEMENTS SIE z 11 C3 S\ f Fr PROPOSED ra" FIR SUIDIMG R. 90.00 99.4 99., FUIUKE 2 -D415. Go.-b'-Ow,Hr 41� u WATER SERV)CE5 PER REFER TO GRADING AND ORAIMNA 1,W7 99.2 EX15TING IMPROVEMENT5 PER CURB R =35.00 x 6$ vrkA It W C.c,!�O. R PLAN -9-9-1 PLAN FOR PROPOSE&`5GRADES ON-SITE. L= 4Z12' ,- 5AN BERNARDINO CIDUNTY L = Z.00' H55.00 FF ra 99.4 W 00.7 _99.5 T= STREET PLAN FOR TI?Acr T 1.00, 2 04 8u 9,9_9 u 9 9,/ NO. 3054 ary oF RANcHo CUCAMONGA 0 (a ui d x PLAN AND PROFILE +2 IQ, 4W QUR V_r DA TA 0 ce I cu P -/9 :1 cd 0 LL3 40 a 2130 27'07' OL R=45.00' Q�Q8 16E OA EA at L4 ca u H ERGROUND UTILITY L=22.35' ;40 A 5 TORM DRA IN T=11-411 IL is 8 aiz -35 1000,00" U9 2 R 45.00' HAMPSHIRE S r. L 27.49' OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT FRom656FEEr wEsr oF RAMONA AVE rO 50 FEEr kll[14 L) T 14J31 H EAsr OF RAMONA AVE TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UT ILITY LINES SHOWN AND ANY OTHER LINES NOT OF REPORD OR NOT PPROVED BY DA SHO cl r Y ENGINEER E Na �17 R C DESIGN CARL W DONUOYER a ASSOC VE, ED r ttt x No. 38382 M.5.L. 14M E. A/_os rA -AVE... SV/ If , Exp.3-31-39 DRAWN GL ENDORAO CA. 91740 sHerue r 1 (818)9 6J 57/0 G I v REV15E C.N. TO REFLACE Ian R.C.P FRECA5T J5 i 0Fc WYE WITH J.5. "B" PER CITY STD. 6013 M.15.) M.B., A.J.M. ED 4F ;y VA 71F KOYA JOE W&)LIMUO 0�0 F] CHECK Mai"WAA C E'No.38" NO RE VI-90N DESCRIPrION DArE [4P OVO M.&L. DWE 9-:�-g& JN 95-33