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HomeMy WebLinkAbout5628-3DEMOLITION NOTES: QUANTITIES: SIGNING AND STRIPING CONSTRUCTION NOTES: QUANTITIES: ❑1 SAWCUT AND REMOVE EXISTING AC CURB OR PCC CURB AND/OR GUTTER AS REQUIRED.. . . . . . .Z420 LF O APPLY THERMOPLASTIC, TIC,418L"38. LID WHITE CHANNELIZING STRIPE PER CA. MUTCD 2014.. . . . . . . H R . . . . .LS FIG. (GALA ❑2 SAWCUT AND REMOVE EXISTING AC/PCC SIDEWALK OR PCC SLAB AS REQUIRED.. . . . . . . . . .2,321 SF 3❑ SAWCUT AND REMOVE EXISTING DRIVE APPROACH AND/OR DRIVEWAY ACCESS AS NOTED.. .5,512 SF ® APPLY THERMOPLASTIC, 12" SOLID WHITE CROSSWALK LINE, 11' WIDE MEASURED FROM. . . . . . OUTSIDE OF STRIPING. . . . . . .LS ❑4 SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND SUBGRADE AS. . . . . . . .42,387 SF ® APPLY THERMOPLASTIC, 6" SOLID WHITE BIKE LANE STRIPE PER CA. MUTCD 2014.. . . . . . . . . . . . .LS REQUIRED. FIG. 3A-112 (CA), DETAIL 39. ❑5 REMOVE AND RELOCATE EXISTING WOODEN/CHAIN LINK FENCE INKIND.. . . . . . . . . . . . . .430 LF ® APPLY THERMOPLASTIC, 4" WHITE LANE STRIPE PER CA. MUTCD 2014, FIG. 3A-102 (CA),. . . . . . . . . .LS DETAIL 9. ❑6 REMOVE AND RELOCATE EXISTING TREE.. 2 EA ® APPLY THERMOPLASTIC, TYPE IV ARROW PER CA. MUTCD 2006, FIG. 38-24 (CA).. .LS ❑7 PROTECT IN PLACE AS NOTED.. . . . . . . . . . . . . . . . . . . . . EA . . . . .47 ® FURNISH AND INSTALL SIGN AS NOTED.. . . . . . . . . . . . . . . . . . . . . .LS ❑8 ADJUST EXISTING TELEPHONE MANHOLE OR RISER TO GRADE. CONTRACTOR TO COORDINATE. EA WITH PACIFIC BELL FOR ADJUSTMENT. .5 ® APPLY THERMOPLASTIC, 4" SOLID WHITE EDGELINE STRIPE PER CA. MUTCD 2014.. . . . . . . . . . . . .LS FIG. 3A-106 (CA), DETAIL 27B. ❑9 REMOVE AND RELOCATE EXISTING MAIL BOX. SEE STREET IMPROVEMENT SHEETS. EA FOR NEW LOCATION. .29 ® APPLY THERMOPLASTIC, 6" WHITE BIKE LANE INTERSECTION STRIPE PER CA. MUTCD 2014,. . . . . . . . . .LS FIG. 3A-112 (CA), DETAIL 39A. 10 ADJUST EXISTING WATER/GAS VALVE TO GRADE .. . . . . . . . . . . . . . . . . . . . .8 EA 11 REMOVE EXISTING SIGN AND RELOCATE AS REQUIRED PER TRAFFIC SIGNING AND. . . . . . . . . . .11 EA O FIG. 3A-1101RMOPLASTIC(CA), DETAIL- CENTERLINE STRIPE PER CA. MUTCD 2014,. LS STRIPING SHEETS. 10 APPLY THERMOPLASTIC, PAVEMENT LEGEND AS SHOWN PER CA MUTCD 2014, FIG. 3B-23 (CA).. LS 12 SAWCUT AND REMOVE EXISTING PCC CROSS GUTTER/SPANDREL AS REQUIRED.. . . . . . . . . . .92 SF 11 APPLY THERMOPLASTIC, BICYCLE LANE SYMBOL AND ARROW PER CA. MUTCD 2014, FIG. 9C-313 (CA),. LS 13 REMOVE EXISTING PCC CURB RAMP.. . SF .425 12 APPLY THERMOPLASTIC, 8" SOLID WHITE HATCH LINE AS SHOWN.. . . . . . . . . . . . . . . . . .LS 14 REMOVE EXISTING TREE.. EA .44 13 APPLY THERMOPLASTIC, 12" SOLID WHITE LIMIT LINE.. . . . . . . . . . . . . . . . . . . . . .LS 15 REMOVE AND REPLACE EXISTING LANDSCAPE AND IRRIGATION, AS REQUIRED. .1,550 SF TO CONSTRUCT IMPROVEMENTS. 14 APPLY THERMOPLASTIC, DOUBLE YELLOW STRIPE PER CA. MUTCD 2014, FIG. 3A-104 (CA),. LS DETAIL 22. 16 FONTANA EXISTING R METER. OR. 8 EA COORD COORDINATE RELOCATIONS AND/OR ADJUSTMENTSWITH FONTAANA WATER . ER COMPANY 15 APPLY THERMOPLASTIC, 6" SOLID WHITE STRIPE PER CA. MUTCD 2014, FIG. 3A-110 (CA) DETAIL 36.. . . . . . .LS 17 SAWCUT AND REMOVE EXISTING UNDER SIDEWALK DRAIN CURB AND GUTTER. . . . . . "ONLY"AS . . . . . .1 EA 16 APPLY THERMOPLASTIC, 4" SOLID WHITE LANE STRIPE.. . . . . . . . . . . . . . . . . . . . .LS REQUIRED TO RECONSTRUCT EXTENSION. 17 PROTECTED SIGN IN PLACE AS NOTED.. .LS 18 SAWCUT AND REMOVE EXISTING 6" PVC DRAIN PIPE AT R/W LINE AS REQUIRED. . . . . . . . . . .1 EA TO CONSTRUCT NEW RESIDENTIAL CURB DRAIN. 18 REMOVE AND RELOCATED EXISTING SIGN AS NOTED.. . . . . . . . . . . . . . . . . . . . . .LS 19 SOUTHERN CALIFORNIA EDISON TO RELOCATE OR ADJUST TO GRADE EXISTING ELECTRIC. . . . . . . . .1 EA 19 SANDBLAST ALL EXISTING CONFLICTING STRIPING AS REQUIRED .. . . . . . . . . . . . . . . . . . .LS BOX. CONTRACTOR TO COORDINATE RELOCATIONS AND/OR ADJUSTMENTS WITH ELECTRIC COMPANY. ©0 APPLY THERMOPLASTIC, 12" SOLID YELLOW CROSSWALK LINE, 11' WIDE MEASURED FROM. . . . . . . . . .LS OUTSIDE OF STRIPING. 20 REMOVE AND RELOCATE ITEM AS NOTED. CONTRACTOR TO COORDINATE WITH. . . EA . . . . PROPERTY OWNER FOR RELOCATIONS. . . . . .7 21 APPLY THERMOPLASTIC, 24" SOLID YELLOW CONTINENTAL CROSSWALK PER CA. MUTCD 2014, FIG. 38-19. LS 21 ADJUST EXISTING SEWER MANHOLE TO GRADE .. . . . . . . . . . . . . . . . . . . . . .2 EA CONSTRUCTION NOTES: O7 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000.. O2 CONSTRUCT SIDEWALK, WIDTH AS NOTED (INC. CURB) PER CITY OF FONTANA. STD. PLAN NO. 1006. O3 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1001.. REVISED PER DRIVEWAY DETAIL 1, SEE SHEET 2, UNLESS NOTED OTHERWISE. O4 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1002.. O5 CONSTRUCT MODIFIED CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD.. PLAN NO. 1004. 06 CONSTRUCT CURB RAMP, CASE D, TYPE 2, PER STANDARD PLANS FOR PUBLIC. WORKS CONSTRUCTION STANDARD PLAN NO. 111-5. �7 CONSTRUCT SIZE 3 (RECTANGULAR PIPE) OR MATCH EXISTING WIDTH UNDER SIDEWALK. DRAIN PER CITY OF FONTANA STD. PLAN NO. 3001. O8 CONSTRUCT 10' CROSS GUTTER PER CITY OF FONTANA STD. PLAN NO. 403.. . . . . O9 CONSTRUCT 2" OF ASPHALT CONCRETE OVERLAY AND 4" OF ASPHALT CONCRETE. PAVEMENT OVER 1.0' OF 95% COMPACTED NATIVE SOIL. 10 CONSTRUCT 4" ASPHALT CONCRETE PAVEMENT OVER 95% COMPACTED NATIVE.. 11 CONSTRUCT 10' HEADER CUT (2" MIN. THICKNESS) ALONG EXISTING ASPHALT CONCRETE. PAVEMENT JOINTS. 12 CONSTRUCT 6" PCC CONCRETE PAVEMENT OVER 95% COMPACTED NATIVE.. . . . . . 13 CONSTRUCT REGRADE TO DAYLIGHT 3:1 SLOPE (MAX.), (RECONSTRUCT LANDSCAPE. AND IRRIGATION TO MATCH EXISTING). 14 REGRADE WATER METER AND BOX BY FONTANA WATER COMPANY. CONTRACTOR. TO COORDINATE WITH FONTANA WATER COMPANY FOR RELOCATIONS. 15 REPLACE EXISTING TREE INKIND, WITH 24" BOX SIZE.. . . . . . 16 CONSTRUCT MAILBOX AS NOTED .. . . . . . . . . . . . . . . . . . . 17 FILL, COMPACT AND GRADE TO DRAIN.. . . . . . . . . . . . . . . . 18 CONSTRUCT CHAIN LINK OR WOODEN FENCE IN -KIND TO LIKE CONDITIONS OR BETTER.. 19 REPLANT REPLACEMENT PLATS/SHRUBS OF SAME SIZE AND KIND BEHIND NEW. NEW SIDEWALK. COORDINATE WITH PROPERTY OWNER FOR NEW LOCATION. 20 CONSTRUCT 1.0' OF 95% COMPACTED NATIVE SOIL DRIVEWAY ACCESS.. . . . . . . 21 CONSTRUCT RESIDENTIAL CURB DRAIN PER CITY OF FONTANA STD. PLAN NO. 3002_ 22 CONSTRUCT CURB RAMP, CASE B, TYPE 2, PER STANDARD PLANS FOR PUBLIC. . . . WORKS CONSTRUCTION STANDARD PLAN NO. 111-5. 23 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1001_ REVISED PER DRIVEWAY DETAIL 2, SEE SHEET 3, UNLESS NOTED OTHERWISE. 24 CONSTRUCT 24" WIDE (MIN.) UNDERGROUND UTILITY SLURRY BACKFILL,. . . . . . . Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT a CODE REQUIRES A DIG ALERT IDENTIFICATIO NUMBER BE ISSUED BEFORE A PERMIT TO � EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG Tor"T T" , R a im-73 REV. REVISION DESCRIPTION QUANTITIES: .4,918 LF .28,612 SF 7,120 SF CURB AND GUTTER CURB AND GUTTER .1,336 SF . . . .361 SF LO 8" CIF 1.374 SF - oiQ 0ia 2 EA jX D N �i��s D ad ^ N .290 SF� X .1,793 TON Nib D .1,976 SF REGRADE 2:1 (MAX.) REGRADE 2:1 .1,920 SF .1,566 SF N z .22,200 SF aa x 3100 X 8 EA x Q jcio + 3zNZ3 x 2 EA �wUV) a ol=a 29 EA cn cn 3 as v> .504 SF 23 .430 LF D .1,550 SF DATE I ENGR. I CITY I DATE .3,453 SF .1 EA .550 SF 2,392 SF .100 CY No.699B4 Exp.9—30-18 Y\w_ cIV IV DRIVEWAY DETAIL 2 SCALE: N.T.S. TKE ENGINEERING, INC. 2305 CHICAGO AVENUE RIVERSIDE, CA 92507 (951) 680-0440 RING FAX (951) 680-0490 05-10-18 RENNER R.C.E. No. 69984 XPIRES: 9-30-18 CF -1 8" CFLn r D E6 N I D REGRADE 2:1 (MAX.) D be vi z a WJ x §00Z x >-w so +, zctn3 X WWOEO d o�a� c~n 3®cna 8" CF 0 r07,> 0 X o c-i o DRIVEWAY DETAIL 1 SCALE: N.T.S. STREET IMPROVEMENTS SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE FONTANA AVENUE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED DRAWN BY* POPLAR AVENUE TO RANDALL AVENUE FORTH IN A DILIGENT MANNER, THE CITY OP ENGINEER MAY REQUIRE REVISIONS ARROW BOULEVARD THE PLANS TO BRING THEMITTO DESIGNED B INTO OP OP CONFORMANCE WITH CONDITIONS AND CHECKED BY.' ALDER AVENUE TO MAPLE AVENUE STANDARDS IN EFFECT. TMR REGRADE 2:1 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS FONTANA AVENUE AND ARROW BOULEVARD SCALE. NA STREET IMPROVEMENTS DATE: CO TRUCTION NO S AND DETAILS NAY 2017 APPROVED BY: DATE DRAWING NO.: 03 5- Iv- I-7 CITY ENGINEER R.C.E. No. 51152 5628 1S