Loading...
HomeMy WebLinkAbout3171-9NO TE - SEE S,,,HEET C-3 4, 4 10 K 4 AV), ........ .. — a UTILITY CONST, NOTES AMU Amom C®NST UCTI®N N®TES UTILITY CONST, NOTES OCONSTRUCT 4.5" AC (C2-AP4000) OVER COMPACTED NATIVE MATERIAL, 16 CONSTRUCT AC OVER AB, MATCH STRUCTURAL SECTION OF EXISTING. PRELIMINARY SECTION. FINAL PAVING SECTION TO BE DETERMINED BY 'p" OCONSTRUCT VALUE TEST LPON COMPLETION OF GRADING OPERATION. T.I. = 5.5. CLAY INFIELD SECTION PER LAAVSCAPE ARCH. SPECIFICATIONS. @ PAINT 2 COATS 4" WHITE PARKING STRIPS PER CITY OF FONTANA SPECIFICATIONS. [22 FURNISH AND INSTALL 2 112" SCHEDULE BO PVC WATERLINE. VALVES. AND VALVE BOXES AS INDICATED. INCLUDE FITTINGS, CONSTRUCT RUBBERIZED S013FACE PER ARCHITECTS 18 PAINT AND SIGN DISABLED PARKING STALL MARKINGS PER DETAIL 'D': SHEET 2. - [25] FURNISH AND INSTALL I " SCHEDLt E 80 PVC WA TERL INE. IACL UDE FITTINGS, PLANS AAC SPECIFICATIONS. 0 CONSTRUCT MOAUMENT SIGN PER LANDSCAPE ARCHITECTS PLANS AND SPECIFICATIONS. VA L VES, AND VA L VE BOXES AS IAIDICA TED. CONSTRUCT PCC HAPDSCAPE PER LAACSCAPE ARCHITECTS PLANS AND SPECIFICATION,5 2% MAXIMUM CROSS -FALL. @ FURNISH ANC INSTALL FENCING PER LANDSCAPE ARCHITECTS FLANS ANC SPECIFICATIONS. R FURNISH AND INSTALL B" SDR 35 PVC SEWER LINE. O CONSTRUCT 3' WIDE RIBBON GUTTER PER DETAIL "C" SHEET 2. FURNISH AND INSTALL BASEBALL FIELD PER LANDSCAPE ARCHITECTS PLANS AND SPECIFICATIONS. [34] CONSTRUCCA T PREST CONCRETE SEWER MAAWLE PER CITY OF STANDARD NO. 112. FONTANA O& CONSTRUCT 18" MOW STRIP PER LANDSCAPE ARCHITECTS SPECIFICATIONS. CONSTRUCT CROSS -GUTTER PER CITY OF FONTANA STD 104. 43 FURNISH FURNISH AND INSTALL B" SDR 35 PVC STORM DRAIN PIPE. OCONSTRUCT 6" PCC CURB ONLY PER CITY OF FONTANA STD. 1003. 26 REMOVE EXISTING DRIVEWAY DEPRESSION. OCONSTRUCT DISABLED ACCESS RAW PER CITY OF FONTANA STD. A10.1006. 28 OMIT 3' SECTION OF CURB FOR RIBBON GUTTER CONSTRUCTION. CONSTRUCT DISABLED ACCESS RAW PER DETAIL *E: SHEET 2. CONSTRUCT 12" PLANTER EDGE PER LANDSCAPE ARCHITECT PLAN. 10 CONSTRUCT 6" PCC CURB AND GUTTER - PER CITY OF FONTANA STD. 1003. 30 CONSTRUCT RECTANGULAR PIPE INLET PER DETAIL "G". SHEET 2. 11 CONSTRUCT AREA DRAIN BOX, BROOKS 1212 WITH BIKE PROOF GRATE, OR APPROVED EOUAL. 31 CONSTRUCT SIDEWALK PEP CITY OF FONTANA STD 1015. 12 CONSTRUCT SIDEWALK DRAIN PER CITY OF FONTANA STD. 124-A. 14 SANCUT EXISTING PAVEMENT AS REOUIRED TO FACILITATE NEW CONSTRUCTION. 15 CONSTRUCT SIDEWALK DRAIN 'MODIFIED" PER DETAIL C SHT. 2. GRAPHIC SCALE 1"=20' opp�OFE9S �SE\A- E.el V4 0 V4 2 0 -Y4 4 0 W4 60 No. 28248 S Exp. 3-31-06 qlF OF C 4tWl 0O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD rnMqTDHrTTnm m:7 THE REQUIRED IMPROVEMENTSPLAN PREPAPED H.A ENGINEERING - INC rTTV OF FONTANA rAT TPnRWTA SCALE- 4 On SEE L A NDSCA PE A PCH—T TELT DEMOL I TION PL A NZi—\ —.Kkk& 19 c l."ll s to+ 15p, NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL LAND SURVEYORS M CIVIL ENGINEERS /1%e'I oc SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, 3132 TERRACE DRIVE ;w RIVERSIDE. CA 92507-3221 JACK BULIK PARK -PHASE 1 DATE: 812410 1 Ll))e � uo TELEPHONE.- 909-784-5358 FAX.- 909-7B4-1723 FOR DISPOSITION OF ALL EXISTING ITEMS c� " "0 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS E-MAIL: INTE6RAEN6R@AOL.C`0M ORAWN BY: SHOWN HEREON. TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND DIAL "C STANDARDS IN EFFECT. 7WO VVOFMNG BEFORE NN" DA;YS BEFORE w OESIGNEO BY: U I "917 C-5 YOU DIG YOU DG PRECISE GRADING PLAN J' APPROVED Y: DRAWING NO.: RUSSELL E. SHARP, RCE 28248 Date 3171 OW 4646� CHECKED BY: TOLL FREE 1-800-227 2600 2-- A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CI ENGINEER R.C.E. 51152 DATE: