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AC PAVEMENT /\\,��;j���� TO BE REMOVED SECTION "C -.-C" N.T.S. 2Z MIN. POTHOLE EXIST. WATER PRIOR TO ANY CONSTRUCTION PROTECT IN-PLACE TR. NO. 16427-3 W 0 4 0I p p PLAN 1'= 40' 43 44 45 SCALE IN FEET 40 80 120 160 47 REMOVAL RELOCATIONS E/0 47+66.66 PER STREET IMPROV. PLANS FOR CURTIS AVE. (XX.XX) x� DEMOLI17ON PER SEPARATE PERMIT Pr i EXIST. HOUSE I(REMOVED) © A.P.N 6-1 EXIST. HOUSE/ m A.P.N. 226-171-04 PROP. R/W-N WI E PROP. WATER PROP. STORM DRAIN � �� ��� Br-AL:1WpR� Q `_i�I� R s �•�i 'ROf� EWER AirAr �� APLW/. �.�A4CIIM /I VIII � /AIFAI 1 4Ar ANN .�l�.arAArT .- _ .,rA� ��Af_r_ / fir- / ' AMIE '�-- — • — — i — — — � f. O �� +ate EXIST. WATER pp FUTURE CURB & GUTTER 4. P. N. 226-181-11 SANDERSON GUTIERREZ CIVIL G1 N CS 1.4"07 SUIt11p'(bas,ING._ 10050 A- G s:; P IICHo Guc'rAMoNGA= Gla=-Q173o 'Tt:.l.: _tic qgQ -1211_ WM -- FUTURE R/W A.P.N. 226-181-12 sus .c9, • .c EG 5' 44+17.79 c/ CB/9 W=14; V=8 H =0.16' •s 14' 5'EG CATCH BASIN #9 LOCAL DEPRESSION DETAIL (CASE A) 1"=10' CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT C1 9009'25" 25.00 39.34 25.07 C2 89'50'35' 25.00 39.20 24.93 C3 50'42'59" 30.00 26.56 14.22 EXIST. FENCE e PROP. R/WLea- -miNNENI INIARIMME 1__J►NIIIIMI!WMir■ I AINIII1 1111(I11111BMII MISE N moi. �© % , EXIST. fE.N Warr,IIMIPSIFIEMIRMIE --Milia.°11111.1.1.1117.11111.1.1111.11mmoomdmoragrilligikei_LI 411Vi WilingraliffirailMEROWONSWANDWAV A Magr _ V..* �_ "- MVO, M--1- _�• MMIWA �. RE..I �PLIMir�rf S irE / alliaira�3 �� ��i---� ��—.�,�. ..,.ter I liter- �`►� !r'i! m M; .OP EDGE OF PVM ! u — — OD ® / 'p tZ� p\ s wow , /.h@! . .�•� W Nt- gks co MBX WM }E— N t tri A.P.N. COOPER AVENUE 226-183-12 CONSTRUCTION NOTES EXIST. FENCE A.P. A.P.N. A.P.N. A.P.N. A.P.N. 226-183-13 22 • — : —3 1 226-183-33 226-183-34 226-183-16 226-183-17 CURTIS AVENUE CONSTRUCT 4.5" AC PAVEMENT (MIN.) OVER 12" COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32). CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. CONSTRUCT 4- P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 . CONSTRUCT AC OVERLAY (0.10" MIN.) CONSTRUCT LOCAL DEPRESSION PER A. P. W.A. STD. PLAN 313-1, CASE A OR CASE B, PER PLAN. CONSTRUCT CURB OPEN/NG CATCH BASIN PER AP. WA. STD. PLAN 300-2, "W" PER PLAN. CONSTRUCT 2" AC PAVEMENT (MIN.) OVER 2" CL Il C.A.B. NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32). f0 ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY STD. NOS. 109 & 130. (Di REMOVE, 57%T -MAIL - INSTALL STREET LIGHT 9,500 LUMEN PER CITY STD. PLAN NO. 1016 (SCE /10). EXIST. POWER LINES TO BE UNDERGROUND BY OTHERS. SAW CUT EXISTING A.C. PAVEMENT. REMOVE EXISTING A.C. PAVEMENT. RELOCATE EXISTING FENCE. EXIST. POWER POLES TO BE RELOCATED BY OTHERS. GRIND EXIST. PAVEMENT 0.10' DEEP, OVERLAY. CONSTRUCT BARRICADE PER CITY STD. PLAN NO. 118. REMOVE EXISTING CURB. RELOCATE EXISTING WATER METER. REMOVE EXISTING DECORATIVE STONE SIDEWALK 15 m h EXIST. W'LY R/W • IST. R/W T. WATER 4;:Is Cy rfi • c q`y4 IST E'LY R/W CATAWBA AVENUE RELOCATE EXISTING FIRE HYDRANT. 0- RELOCATE EXISTING WROUGHT IRON FENCE & PILASTE RELOCATE EXISTING FENCE POLES. REMOVE & RECONSTRUCT REMOVE EXIST TREES REMOVE & RECONSTRUCT RELOCATE EXIST ROSE B EXIST. PLANTER. PCC S/W TO H.C. ACCESS USH. "ialiat;f5AD DRAWING THESE REC') o DRAA1NGS HAVE BEEN PREPAhED, IN PART, ON PIE BA IS OF INFORIWICni CGI,�r, FURNISHED DY OTH _ .3. THE : =. �iHOTED 2 €�s„�;�i�� tii:LLF:OTEc RESPO '"L.E FOR ot.NY EF11C; OH 0C4ES :0,'YS tri. CH HAVE MEN INCO 1 C 1 D I TO THZ DOCUMENTS AS Si r.SULT T RZO REMOVE LAWN AND/OR MISC. LANDSCAPING, RECONSTRUCT ANY IRRIGATION. 0- CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY STD. PLAN 103/1002 BENCH MARK: / 8_17 CALTRANS BENCHMARK 8-17. A BRASS CAP IN THE CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER OAARD2.6IWESTFSNSEVNE 5 MES OF SIERRA AVE. ELEVATION: J 1428.609 BASIS OF BEAR/NGS: THE BASIS OF BEARINGS FOR THIS MAP SHOWN AS N00'124 5cE OEN RECORD OF SURVEY MAP FILED IN R.S.B. 111/99-103 A EXIST. R,fw- — EXISTING DRIVEWAY DETAILS 1"=10' DIAL BEFORE YOU DIG TOLL FREE RT TWO WORKING DAYS BEFORE YOU DIG 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE A O vgivEwp - o►*tD CR41►114 APT 12 870 GyR'TIg CONSTRUCT &"C G AaN0 G'vjipE RECORD DWG.f.p7,0J 15107 OM LTG 442. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. Prepared Under The Supervision Of : PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. 10601 CHURCH STREET , STE. 107 RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 Date .''f •1,S •03 R.C.E. 62183 v EXP. 9-30-05 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS DRAWN BY: MA DESIGNED BY: EF CHECKED G CI TR US HEIGHTS CURTIS AVENUE FROM 1250 E. OF KNOX AVENUE TO CATAWBA AVENUE APPROVE BY: CITY ENGINEER SCALE: AS SHOWN DATE: - JULY 2003 lo0 7/03 R.C.E. 51152 DATE DRAWING NO.: 3399 0 126-1686; TRACT NO. J:\126-1662`streets\ST08.dwa. 09/25/2003 10:48:58 AM. GB.GB