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A ------ -A + T— ___1 t 7-1 7 F I I J -- -- ----- - --- - -7-77 7 A -- - - - - NOTE + - f + AND MVATION PR1r10 TO ffART J CONTRACTOR TO VERIFY LOCATION OF CONSTRUCTION. t7 --j OVER= 5T0RM=DRAINJP ----- ---- - - .00 IPE --- -00 IT CN i I Loi Jac -- ---- - 7- + + r L4 6 . . . . . . . . . . . n A61 S 7-FINIS-HE-D:7SURFACL--- I -/- t # HG R,:S.T0RWDI?AIN--PIPE11 `HGL I -Al VX IC Ll 7AS T OT=1463.5t-) f - T t I t T or, 7F -TV --- — -- Z-77 .__TT!Tr7777777F_ ---------- 09 7F_ I K . . . . . . _R -IN t=0 bou - I P T i C�_ LO EN LO N (6 8 -PROPOSED- _SEWER] I T :PER ----CITY- 1 DWG=NO.-_�- 3976�1­7= T r LLI T —00 _L0 7 I+ _LLJ LAJ - _zt tc� LLJ -- - --- 100 IIITT 8 'INSM 126;-M C)� 00 V F=2 -#%%OP 1-7n- INSTALL---l-95-.70=LF=OF-=30"-RCt--i-ijou-u-----I -71 FRCP=1-350-!-D= INSTA U-_ 8 t T ----- -- ------- tog. — —, CFSj ---- - -- OF 2 4 FPS 4214---C FS - W_ 10- V HORM - 10#00 11+00 12#00 13+00 14#00 15+00 16#00 17+00 18+00 VERR I*z 4' PROPOSED S1W mi-R-A—BaLE COURT PER CITY DWG NO. 3978 SEE SHEff NO, 3 PACHECO COURT 6. EXISTING 8 VCP S 41 32 1 30 30 PER CITY DWG NO. 185 53 42 - 12' 20' SHEET 4 OF 5 -A A 12 18' 18 11. LO :3= (L cf) 8 7 �3 n6 5 u LLJ cn c) r C.D �t Lu 56 z w 59 58- 57 55 I cc CL Lu I -EXISTING 3" GAS PROPOSED 8" SEWEJ? cf) Q PER CITY DWG. PROPOSED 8n WATER C) 5 En 0 + 13Y OTHERS 4 ffi NO. 3976 cn C1 41 *R:: a- 0 Q < u') C..) �-_ K I'- CL CAAMIC SCALF C; + 9=1 PROPOSED RIW T_ 8 WATER C-4. C) _r__ 1 1 STREET CL INTERSECTION 40 0.- 20. 40. 80. 160 + + + 11 w, cs -vw- __j ul) BY OTHERS r.-. C) 3 0 C-) V.- %-- 10+00.00 PACHECO COURT B c 00 1 HMO (ffil Fffr) 12 M 40 ff. -c-41 N -5 '16" VV g 6" w — 00 ki w w EXISTING WATER N. BT59 16 17 VARIABLE WIDTH co EXIS (86T Z�L� 22& UTILff Y EASEMENT CN y 3 CN INSTALL 42- RCP (D -LOAD PER PROFILE) SD CL INTERSECTION co 3 C4 64+00.00 CYPRESS AVE' I N V L = 1 1 2 INSTALL 30 RCP D -LOAD PER PROFI V V 0+00.00 LINE '"A Lu st A u') 11 L STREET L INTERSECTION CN p., PI LIOPOSED 8" SEWER c_> 014 1 M r It 12+66.2 3 PICARDY PLACE cr_ CN P CITY DWG NO. 3976 3FIQ EXISTING 54" RCP PER C- it t"Ic SIREET CL INTERSECTION DWG NO. 3694 CN C6 uJ It cS uj w 10+00.0) MIRABELLE WAY c) LO a- — 14+47.01 PICARDY PLACE PROPOSED RIW SHEET 5 OF 14 N a- 11+96.00 CASWELL LANE LO z ;d I Cr LLJ + c :0 01 a_ :3= c D 9 st im"Ic . UJQ + CQ cn r (f) LLLJ c_j U) 8 + + 68'1 11 1 C> PROPOSED 8 VCP SEWER - 5 r- 12 ki 11 W 213 15 41 10 m0f - 11 14 PER CITY DWG NO. 3696 (_> _�:: 10L LLJ cn lc� C3 2 OR q to C4 CD rA + %..rw cWELL LANE :: 4,f y 'd / LINE A 407 49- ZAW zw4lm� 6� 4� 4 v S S./O PICARDY PLACE Lu No. 36052 Exp. 6-30-20 D A CIC nE D 3 INSTALL 24* RCP (D -LOAD PER PROFILE) 4 CONSTRUCT MANHOLE PER AP.WA STD PLAN 321-1 5 CONSTRUCT CONCRETE COLLAR PER AP.WA STD PLAN 380-3 (D— REMOVE BRICK AND MORTAR PLUG FPROPOSED R/W 14 =now=" <-> PROPOSED 8" SUER cr) RAD IUS LENGTH TAN GENT PER CITY DWG NO. .3976 21019'37* 45.00 16.75' 8.47 +1 2: N 6W00'44" E 24.23' cn c 33*31 `0 1 45.00 26.32' 13.55 D 16 17 18 19 14- 20 21 E ,cmal 4&00 47.12" to C4 CD rA + %..rw cWELL LANE :: 4,f y 'd / LINE A 407 49- ZAW zw4lm� 6� 4� 4 v S S./O PICARDY PLACE Lu No. 36052 Exp. 6-30-20 D A CIC nE D 3 INSTALL 24* RCP (D -LOAD PER PROFILE) 4 CONSTRUCT MANHOLE PER AP.WA STD PLAN 321-1 5 CONSTRUCT CONCRETE COLLAR PER AP.WA STD PLAN 380-3 (D— REMOVE BRICK AND MORTAR PLUG LM111" LP civil - BEARINGS ARE BASED ON THE CENTERLINE OF WALNUT AVENUE OF C A0� BEING NORTH 89"58'16" WEST AS SHOWN ON TRACT 16572, RECORDED IN MAP BOOK 304, PAGE 38-44, RECORDS OF SAN BERNARDINO COUNTY. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE PREPARED FOR: Prepared By: SHOULD CONSTRUC17ON OF REQUIRED IGINAL BENCHMARK Of ESS /0 cl CITY OF FONTANA BM�361 IMPROVEMENTS'NOT- C0A4MENCE- WITHIN C R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER ALLARD ENGINEERING S. Hq 44- STORM DRAIN IMPROVEMENT PLAN 11 c= TWO YEARS OF ME DA7E OFQfTOVAL YH WALNUT LL OF BASELINE AVENUE AND SULTANA AVENUE Civil Engineering - Land Surveying - Land Planning 4�' AVWWWWWWWWVVM A/WWWWVVVVWWVVM -SHOWN -HEREON AND CARRIED FORTH IN A 10370 TRADEMARK STREET ELEVATION: 1365.01, SINCE DESTROYED 0253 Sierra Avenue co DRAWN BY: SCALE: DILIGENT MANNE& THE M ENaNEER MAY Fontana, California 92335 No. 43976 rn AE TRACT NO, 16723 AS NOTED m C109) 356-18115 Fax (909) 356-1795 Exp. 6/30/07 DESIGNPBY-_ DATE: DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO TEL (909) 291-7600 0 LINE A YOU DIG YOU DIG -.#In SW CORNER, SEC. 31, T.1N., R.5W., S.BM.-2" I.P. OCTOBER, 2005 DIAL TWO WORKING RANCHO CUCAMONGA, CA. 91730 BEFORE SITE BENCHMARK BRING THEM INTO CONFORMANCE WM -7630 Z- 0 C I V I TOLL FREE 00-227-2600 2L z 4 FAX (909) 291 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF 4 CHECKED BY: DRAWING NO.: 2 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONDMONS AND STANDARDS IN EFFECT BASEUNE AVENUE AND CITRUS AVENUE David S. Hammer, R.C.E. 43976 Date 0 CAI ml DATE. -expires 6P30/2[M7) V 3977 4 90 'etry ENGINE R R. C. E. 51152 Flehame: M:\dwg\ 15931 \Hnal Design\STORM DRAIN\16723 SD'02.dwg CURVE & UNE TABLE <-> 13EARING DELTA RAD IUS LENGTH TAN GENT A 21019'37* 45.00 16.75' 8.47 B N 6W00'44" E 24.23' c 33*31 `0 1 45.00 26.32' 13.55 D N 59*58'160 W f 52.17... E 60*00000" 4&00 47.12" 25.98 9 F N 4500144 E 27.17 C N 29*58811;* W 4.13' LM111" LP civil - BEARINGS ARE BASED ON THE CENTERLINE OF WALNUT AVENUE OF C A0� BEING NORTH 89"58'16" WEST AS SHOWN ON TRACT 16572, RECORDED IN MAP BOOK 304, PAGE 38-44, RECORDS OF SAN BERNARDINO COUNTY. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE PREPARED FOR: Prepared By: SHOULD CONSTRUC17ON OF REQUIRED IGINAL BENCHMARK Of ESS /0 cl CITY OF FONTANA BM�361 IMPROVEMENTS'NOT- C0A4MENCE- WITHIN C R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER ALLARD ENGINEERING S. Hq 44- STORM DRAIN IMPROVEMENT PLAN 11 c= TWO YEARS OF ME DA7E OFQfTOVAL YH WALNUT LL OF BASELINE AVENUE AND SULTANA AVENUE Civil Engineering - Land Surveying - Land Planning 4�' AVWWWWWWWWVVM A/WWWWVVVVWWVVM -SHOWN -HEREON AND CARRIED FORTH IN A 10370 TRADEMARK STREET ELEVATION: 1365.01, SINCE DESTROYED 0253 Sierra Avenue co DRAWN BY: SCALE: DILIGENT MANNE& THE M ENaNEER MAY Fontana, California 92335 No. 43976 rn AE TRACT NO, 16723 AS NOTED m C109) 356-18115 Fax (909) 356-1795 Exp. 6/30/07 DESIGNPBY-_ DATE: DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO TEL (909) 291-7600 0 LINE A YOU DIG YOU DIG -.#In SW CORNER, SEC. 31, T.1N., R.5W., S.BM.-2" I.P. OCTOBER, 2005 DIAL TWO WORKING RANCHO CUCAMONGA, CA. 91730 BEFORE SITE BENCHMARK BRING THEM INTO CONFORMANCE WM -7630 Z- 0 C I V I TOLL FREE 00-227-2600 2L z 4 FAX (909) 291 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF 4 CHECKED BY: DRAWING NO.: 2 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONDMONS AND STANDARDS IN EFFECT BASEUNE AVENUE AND CITRUS AVENUE David S. Hammer, R.C.E. 43976 Date 0 CAI ml DATE. -expires 6P30/2[M7) V 3977 4 90 'etry ENGINE R R. C. E. 51152 Flehame: M:\dwg\ 15931 \Hnal Design\STORM DRAIN\16723 SD'02.dwg