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HomeMy WebLinkAboutR_5806_SJ) CITY OF COSTA MESA VICTORIA ST JOHN WAYNE AIRPORT Ct,1.,i ::0(/, 0' a !p CITY OF IRVINE UN\1/ERS\1'( . PROJECT----e: VICINITY MAP LOCATION NOT TO SCALE SYMBOL LEGEND ---0--POWER POLE ABBREVIATIONS osco SANITARY SEWER CLEANOUT QSMH SANITARY SEWER MANHOLE 'tf FIRE HYDRANT ~ WATER METER BOX & SERVICE □GM GAS METER -----®---VALVE POWER POLE ANCHOR D, MONUMENT -x-x-x-FENCE BLOCK WALL $ TREE {} 0 SHRUBBERY ASPHALT PAVEMENT BRICKWALK CONCRETE BUILDING EXISTING CONSTRUCTION ----PROPERTY LINE ----NEW CONSTRUCTION ---1----CENTERLINE -__ 5 ____ SEWER LINE -----W--WATER LINE ---G---GAS LINE --E--POWER LINE -T--TELEPHONE LINE -CATV-CABLEVISION LINE _5p __ SPRINKLER SYSTEM D STREET LIGHT -0-SIGN F ==I GARAGE OPENING F • I 1'11NDOW * SPRINKLER AC ASPHALT CONCRETE DIP DUCTILE IRON PIPE VCP VITRIFIED CLAY PIPE RWV RESILIENT WEDGE VAL VE FE FLANGED END MJ MECHANICAL JOINT NTS NOT TO SCALE RT RING TIGHT STIL STEEL ABAND ABANDONED IP&T IRON PIPE AND TAG MON MONUMENT CATV CABLE TV DWY DRIVEWAY co CLEANOUT (SEWER) ARV AIR RELIEF VALVE B/APPR BACK OF ALLEY APPROACH EV ELECTRICAL VALVE SW SIDEWALK WWF WELDED 1'11RE FABRIC EMERGENCY TELEPHONE NUMBERS CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH {UTILITIES DEPARTMENT) ORANGE COUNTY SANITATION DISTRICT ADaPHIA CABLE UNDERGROUND SERVICE ALERT DAY (800)-624-8153 (800)-611-1911 611 (949)-644-3011 (714)-962-2411 (714)-542-6222 (800)-422-4133 NIGHT (800)-624-8153 (800)-611-1911 611 (949)-644-3717 (714)-644-6222 (800)-422-4133 PUBLIC WORKS DEPARTMENT HAZEL AVENUE PAVEMENT REHABILITATION POPPY AVENUE TO COAST HIGHWAY EAST C-3448 APPROVED: DIRE ~ OF PUBLIC WORKS R.C.E. NO. 36106 ---------- DATE: ~5.,...,t~Zl+-,/2_0_2-__ 5' 4 GRINDING DETAIL AT GUTTER NTS R/W 10' 15' 50' 15' SECTION OF HAZEL AVENUE LOCATION MAP NOT TO SCALE No. 43003 . 03-31-04 CIVI\. O~ OF cAl,11 NTS APPROVAL RECOMMENDED DATE S -2...o -0 L.. STA 0+00 TO 4+41.5 APPROVAL RECOMMENDED UTILITIES OIRECTOR R.C.E. NO. 25553 DA TE jf • Th,C, • 0 "i:';. R/W • 10' R/VI I . R/VI I . I GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE 1'11TH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 1997 EDITION AND SUPPLEMENTS TO DA TE, EXCEPT AS OTHER\'/1SE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACTS SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. FOR ROADWAY SHALL BE CLASS 560-C-3250. 5. ALL EXISTING UNDAMAGED CAST IRON VIA TER METER BOX COVIERS ARE TO BE REUSED. THE CITY'S UTILITIES DIVISION SHALL RELOCATE VIA TER METERS TO THE PROPER LOCATION, ADJACENT TO THE PROPERTY LINE, AND MAKE ANY NECESSARY VERTICAL ADJUSMENTS TO THE VIA TER SERVICES AFTER THE CONTRACTOR HAS COMPLETED DEMOLITION AND REMOVALS. CITY FORCES 1'11LL REQUIRE ONE WORKING DAY PER ALLEY TO COMPLETE THE RaOCA TIONS AND ADJUSTMENTS. 6. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 7. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS. 8. SEE T-5886-l FOR TRAFFIC STRIPING PLAN. CONSTRUCTION NOTES 0 REMOVE BASE AND PAVEMENT AND CONSTRUCT 2-INCH ASPHALT BASE COURSE ON 6-INCH THCK CRUSHED MISCELLANEOUS BASE. 0 GRIND ASPHALT PAVEMENT. 0 PLACE 1 /2-INCH THICK ASPHALT LEVELING COURSE. G) INSTALL GLASGRID 8501 PAVEMENT REINFORCING FABRIC. ® PLACE 1 1/2-INCH ASPHALT FINISH COURSE. © SAVICUT AND REMOVE PCC PAVEMENT AND CONSTRUCT 18-INCH 1'11DE PCC GUTTER, 1'11TH 2-INCH HIKE-UP. Q) REMOVE DRIVEWAY AND CONSTRUCT DRIVEWAY APPROACH PER CNB STD-162-L. @ PROTECT IN PLACE. ® REMOVE GUTTER AND CONSTRUCT P.C.C. CROSS GUTTER PER CNB STD-185-L. @ REMOVE ALLEY APPROACH AND CONSTRUCT ALLEY APPROACH PER CNB STD-142-L, TYPE A. ® REMOVE CURB AND GUTTER AND CONSTRUCT TYPE •A• CURB AND 18-INCH 1'11DE GUTTER PER CNB STD-182-L. @ PRUNE INTERFERING FICUS TREE ROOTS IN STREET AND ADD ROOT BARRIER. @ REMOVE PCC PAVEMENT AND CONSTRUCT 2-INCH ASPHALT BASE COURSE ON 6-INCH THCK CRUSHED MISCELLANEOUS BASE. @REMOVE RAMP AND CONSTRUCT CURB ACCESS RAMP PER DETAIL ON SHEET 2. 50' 10' 15' 15' 6 SECTION OF HAZEL AVENUE NTS STA 9+24 TO 9+86.82 50' 10' 15' 15' 1 o· 1 o· WLY R/W . I WLY R/W . I f ~IC~~~~~:~ ----=----'--::Ex1~~~~;:--~-~~c~-- SECTION OF HAZEL AVENUE NTS STA 4+41.5 TO 9+24.00 APPROVAL RECOMMENDEO APPROVED vit-~ ~~GINEER PAVEM~~E~:~:~~l~ATION R.C.E. NO. 43003 TRANSP & DEV SERVICES MANAGER 5 2 POPPY AVENUE TO COAST HIGHWAY EAST R.C.E. NO. 22045 i.:D::.;A.:,:TE:.;;;;=-~o~-:;;o;;;:z._~==;!-------------------!1 DATE [\J\a..c, 2.0 1 2002--DESIGNED DRAWN R 5806 S I SL MGRACIA CITY OF NEWPORT BEACH - -1------+c~~~--'--' CHECKED DATE C O SHEET 1 OF 2 RS 20 MAY 2002 PUBLI W RKS DEPARTMENT 1 136 0+00 1+00 2+00 CROSS GUTTER DETAIL NOT TO SCAlE 0 -"--·.,.-1-------- SHADING LEGEND w & REMOVE AND PAVE 3+00 4+00 5+00 6+00 7+00 NOTE: EXISllNG ASPHALT ROADWAY SECllON IS 3" ON 6" AB. P.C.C. ROADWAY IS 8" THICK. CONSTRUCTION NOTES HAZEL REMOVE BASE AND PAVEMENT AND CONSTRUCT 2-INCH THICK ASPHALT BASE COURSE ON 6-INCH THICK CRUSHED MISCELLANEOUS BASE. GRIND ASPHALT PAVEMENT. PLACE 1/2-INCH THICK AS.PHALT LEVELING COURSE. VARIES -f- INSTALL GLASGRID 8501 PAVEMENT REINFORCING FABRIC. PLACE 1 1/2-INCH THICK ASPHALT FINISH COURSE. GROOVING {TYP)--_ 11 SAWCUT AND REMOVE PCC PAVEMENT AND CONSTRUCT 18-INCH WIDE PCC GUTTER, WITH 2-INCH HIKE-UP. REMOVE DRIVEWAY AND CONSTRUCT DRIVEWAY APPROACH PER CNB ST0-162-L PROTECT IN PLACE. REMOVE GUTTER AND CONSTRUCT P.C.C. CROSS GUTTER PER CNB STD-185-L REMOVE ALLEY APPROACH AND CONSTRUCT ALLEY APPROACH PER CNB STD. 142-L, TYPE A. REMOVE CURB AND GUTTER AND CONSTRUCT TYPE "A. CURB AND 18-INCH WIDE GUTTER PER CNB STD-182-L PRUNE INTERFERING FICUS TREE ROOTS IN STREIT AND ADD ROOT BARRIER. REMOVE PCC PAVEMENT AND CONSTRUCT 2-INCH THICK ASPHALT BASE COURSE ON 6-INCH THICK CRUSHED MISCELLANEOUS BASE. @ REMOVE RAMP AND CONSTRUCT CURB ACCESS RAMP PER DETAIL HEREON. ~,;)- ~'~ .Jio":_<C,,,L,f,v. ---7/ / ,r, ...: c.5 AVENUE / / VARIABLE HEIGHT RETAINING CURB {O" TO 8") I 1' '---EXISllNG ' ~ 8.33% MAX. AT CURB {TYP) SIDEWALK (TYP) ~ CURB ACCESS RAMP DETAIL NOT TO SCALE 8+00 9+00 10+00 100' 38' CROSS GUTTER DETAIL NOT TO SCALE REF: R-5438-S APPROVED l---+-l------+------1Rftt!i4. DATE BY DESCRIPTION OF REVISIONS PRINOPAL 0"1L ENGINEER R.C.E. NO. 43003 DATE 5'-20-02. DESIGNED DRAWN SL MGRACIA APP'D. CHECKED RS DATE 15 MAY 2002 96 11+00 ' I I I I I I I I I I I I I I \ ,, C-3448 HAZEL AVENUE PAVEMENT REHABILITATION POPPY AVENUE TO COAST HIGHWAY EAST CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5806-S SHEET 2 OF 2