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HomeMy WebLinkAbout2577-500 co oo rn 0 L6 r N I 0 0 rn 0 0 AVENUE O O O E-1 V) N � 2 i EX E --i DIA► ; . A w w 20 � 11 c AE=S�E C z x E -i I SAN BAG R/W I I I 00 20 rn EX C. Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG �. 70 i SEVILLE � AVENUE � �i 1 1 I� inir t 8368 CASE C 11 15 JUNIPER AVENUE O O O O 8352 8344183361 E-1 + w EX I rn 15 w REVISIONS No. I By I Date City Aprroval I Date 1i 1aP tw64 '1&1&9 1 i�Q I d dol o4 IAD05D CONSTIZZ-17M NMS &7 1-411ZOU69 rr MrMMrM�»rr��.rrMrr��+YNrMNrrMYr�+r+r� w EX � 66 NOTE: S101 O 20 66 ❑ DW — — 20 � ,� SAW CUT AT 1 i CASE C + WEST OF EXIST. � QRtYEWAY C A Vfr + _ 00 + °' S BERM, REMOVE A.C. PAVING AND, N M r, O rn o rn t j�(1p II BERM, CONST. 4" -i A.C. PAVEMENT/NATIV El 0 bGTHICK •z3'EVI -Lim ' AVENUE SREMOVE�­AND REPLACE EXIST 8" CURB & GUTTER PER 5401 8' 3 JUNIPER AVENUE 19 OP w alts Eeiztrc , ING OVERLAY 0.15' AC CONSTRUCT CURB AND HC RAMP PER APWA STD 111-2 12 GRIND GUTTER FLOW LINE AS DIRECTED BY ENGINEER 14-65; MESTVIS IM ROAD .6 �F�rr-FFFrr-rr-F rrr-rrrrr-rr GROUTED RIVER ROCK SUFACE TREATMENT 2379- IR(FMAMDS, CA. 9237q- 0 .0 STD PLAN A24A TYPE VI ARROW 1'722 STREET ADDRESS Cgcj) 7`iQ-&797 tAEmigy C- P000 Z L�5 STD PLAN .A24C NUMERALS CE 310 3-1., ap, (W5410 REVISIONS No. I By I Date City Aprroval I Date 1i 1aP tw64 '1&1&9 1 i�Q I d dol o4 IAD05D CONSTIZZ-17M NMS &7 1-411ZOU69 rr MrMMrM�»rr��.rrMrr��+YNrMNrrMYr�+r+r� w 12" WHITE STRIPE (CROSSWALKS OR LIMIT LINES) LLQ V L 1 \ L )ADJUST EXIST UTILITY VALVES TO GRADE ❑ STD PLAN A20A DTL 9 (LANE LINE FOR SPEED ZONES � DW � EXIST PAVING & SUBGRADE, REPLACE WITH 0.3' A.C. OVER NATIVE w fl + w w � Z M^ N Seal SUBMITTED BY: DATE: V?,OFESS/p � �ppR � � Fy m `'" No. 29001 r m Exp. 3-31-99 CNIk- �3 . F OF Cq�\F0� � t FELIPE R. CABRA . R.C.E. No. 29001 1.uy.avv TI BOULEVARD SEE SHEET 9 CONSTRUCTION NOTES STRIPING NOTES 4 )ADJUST EXIST MANHOLES TO GRADE PER CITY STD 109 El 12" WHITE STRIPE (CROSSWALKS OR LIMIT LINES) LLQ V L 1 \ L )ADJUST EXIST UTILITY VALVES TO GRADE ❑ STD PLAN A20A DTL 9 (LANE LINE FOR SPEED ZONES -_ . • . • . -REMOVE EXIST PAVING & SUBGRADE, REPLACE WITH 0.3' A.C. OVER NATIVE G) CONSTRUCT SPANDREL PER CITY STD 104 El 40 MPH OR LESS )^' STD PLAN A20D DTL 38 (CHANNELIZING LINE) M^ N HEATER REMIX AND OVERLAY 0.15' )REMOVE CONFLICTING SURFACING AND CONSTRUCT AND SPANDREL PER MODIFIED CITY STD T04 El STD PLAN A20A DTL 22 DOUBLE YELLOWX-GUTTER ( ) HEADER CUT PER DETAIL ON SHT. 2 SREMOVE�­AND REPLACE EXIST 8" CURB & GUTTER PER 10 STD PLAN A20B DTL 27B (RIGHT EDGE LINE) STD 10111 REMOVE CONFLICTING CURB & SIDEWALK AND 19 4�� WHITE STRIPE (50 MIN) OVERLAY 0.15' AC CONSTRUCT CURB AND HC RAMP PER APWA STD 111-2 12 GRIND GUTTER FLOW LINE AS DIRECTED BY ENGINEER STD PLAN A24A TYPE IV ARROW �F�rr-FFFrr-rr-F rrr-rrrrr-rr GROUTED RIVER ROCK SUFACE TREATMENT AW STD PLAN A24A TYPE VI ARROW 1'722 STREET ADDRESS 13 REMOVE EXIST SPANDREL AND CONFLICTING CURB; CONSTRUCT SPANDREL, CURB AND HC RAMP PER AWPA L�5 STD PLAN .A24C NUMERALS STD 111-2 15 REMOVE AND REPLACE EXIST 4" PCC SIDEWALK/DRIVE APPROACH PER CITY STD 105A/103 OCONSTRUCT NEW 5' WIDE PCC SIDEWALK STD PLAN A24C RAILROAD CROSSING 23 REMOVE A.C. PAVING AND CONSTRUCT GROUTED RIVER ROCK SURFACE TREATMENT PER CITY STD 145 67 CONSTRUCT 8" CURB ONLY PER CITY STD DTL 101 ) A n&-7 CONSMUCT DRIVEWAY APPf1D�4CM FM CIV , STD, 1W2, Wl'� s ��wA�K AccESS• 29 INSTALL POST AND SIGN �ZL✓MDVE A1.1D DISpbse EXISTIM44 PIMPWAI AiPRVAC14 , S(f F-WALI+C. OGRIND SIDEWALK AS DIRECTED BY ENGINEER ©O CON STizIicT 8`' c u Rg p>I,lp Gu ME F6T c COY M. 1 ODD > 34 8" CURB AND GUTTER PER CITY STD 101 CONSTRUCT l 11� Comsvucr ftklwAy PPAPN PM APWA M. t5l-1, S .a -%5 • CONFLICTING MATERIALS AND CONSTRUCT PCC 35 REMOVE DRIVEWAY PER CITY STD 103 SREMOVE EXISTING ASPHALT PAVEMENT AND DRIVEWAY AND INSTALL 5 -CONCRETE SIDEWALK, ASPHALT RAMP AT BACK OF SIDEWALK TO EXISTING ASPHALT PARKING AREA. SADJUST EXIST STORM DRAIN INLETS TO GRADE SADJUST EXIST UTILITY VAULT TO GRADE STHE CITY RESERVES THE RIGHT TO DELETE CERTAIN WIDENING, CURB & GUTTER, AND SIDEWALK IMPROVEMENTS DUE TO UNSUCCESSFUL RIGHT OF WAY AQUISITION JOHNEGAN& ASSOCIATES, INC. Consulting Engineers 25814 Business Center Dr., Suite A Redlands, Ca. 92374 (909) 889-0676 (909) 799-8944 CITY OF FONTANA, CALIFORNIA PAVEMENT REHABILITATION PROJECT DRAWN SCALE J.G./M.E.S. JUNIPER AVENUE 1 "=40' DESIGNF.R.C. STA 70+00 TO STA 100+00 DATE 03/98 CHECKEDDR No. SHEET 5 © F.R.C. APPROVED vs/m,% CITY ENGINEER - R.C.E. No. 25126 2577 1 OF 20