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Home My WebLink AboutR_5784_SJOHN WAYNE ~ AIRPORT /:; CITY OF COSTA MESA VICTORIA ST C ~.0(/, ;r O,p ~ Cl ~ Cl !;lf :,: VICINITY MAP NOT TO SCALE SYMBOL LEGEND -0-POWER POLE QSMH SANITARY SEVIER MANHOLE 'l;J FIRE HYDRANT ~ u -\'/ATER METER BOX & SERVICE D GM GAS METER -0-VALVF. POl'IER POLE ANCHOR D, MONUMENT -x-x-x-FENCE BLOCKl'IALL 0 TREE a {J SHRUBBERY .= .,,, .,,, .,,,_ ASPHALT PAVF.MENT ::::::·:::,1::::"::': BRICKWALK I: < .:/ CONCRETE L///////;j BUILDING _ _ _ _ EXISTING CONSTRUCTION ----PROPERTY LINE NEW CONSTRUCTION ___ 'i_ ___ CENTERLINE -----S----SEVIER LINE -----W-----WATER LINE ---G-- - GAS LINE -E--POl'IER LINE -ill.-TELEPHONE LINE -CATV-CABLEVISION LINE -SP-SPRINKLER SYSTEM b STREET LIGHT -u-SIGN > I=--==I GARAGE OPENING t::----==:l v.1NDOW * SPRINKLER CITY OF IRVINE Utl\'i£RSl1'1 ABBREVIATIONS AC ASPHALT CONCRETE DIP DUCTILE IRON PIPE VCP VITRIFIED CLAY PIPE RVN RESILIENT VIEDGE VALVF. FE FLANGED END MJ MECHANICAL JOINT NTS NOT TO SCALE RT RING TIGHT STL STEEL ABAND ABANDONED IP&T IRON PIPE AND TAG MON MONUMENT CATV CABLE TV OWY DRIVF.WAY co CLEANOUT {SEY.1::R) ARV AIR RELIEF VALVF. B/APPR BACK OF ALLEY APPROACH EV ELECTRICAL VALVF. SW SIDEWALK WWF l'IELDED WIRE FABRIC ARHM ASPHALT RUBBER HOT MIX ARAt..tl ASPHALT RUBBER & AGGREGATE MEMBER INTERLAYER EMERGENCY TELEPHONE NUMBERS DAY CALL T□LL FREE 1-800-422-4133 BEF□RE Y□U DIG SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH {UTILITIES DEPARTMENT) ORANGE COUNTY SANITATION DISTRICT ADELPHIA CABLE UNDERGROUND SERVICE ALERT 1(800)-624-8153 1(800)-611-1911 611 {949)-644-3011 {714)-962-2411 {949)-542-6222 1(800)-422-4133 PROJECT LOCATION l)R NIGHT 1(800)-624-8153 1(800)-611-1911 611 {949)-644-3011 (949)-644-6222 1{800)-422-4133 R/W 10' 31' PUBLIC WORI<.S DEJP ARTMENT FORD ROAD PAVEMENT OVERlAY E/o SAN M~GUEl DR~VE TO WEST END 100' 80' 40' i 18' C=3437 APPROVF.D: .....l:~""===~:.=::==~::'.J'~--=--------- DIRECTOR OF PUBLIC WORKS R.C.E. NO. 36106 APPROVF.D: tD~~ --'-.L:."-"'"""c-"1r""v""~""N-A--N-1--ER-R-.C-.E-. N-o-. -24-96_7 __ _ R/W 10' 40' I I 31' I *TYPICAL WHERE APPLICABLE DATE: 4{17 /o ~ PAVEMENT REMOVAL & REPLACEMENT DETAIL AT GUTTER NOT TO SCALE GENERAL NOTES 1. AU WORK DETAILED ON THESE DRAVnNGS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE l'o1TH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 1997 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHER\\1SE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THE CONTRACTS SPECIAL PROVISIONS. 2 EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHAU BE RESPONSIBLE FOR VF.RIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING OF CONSTRUCTION. 3. AU EXPOSED CONCRETE SURFACES SHAU CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVF.MENTS. 4. THE CITY DOES NOT MAINTAIN THE ADJACENT ROADSIDE AREAS \\!THIN THE PROJECT AREA. THE CONTRACTOR SHALL CONTACT THE CITY'S PARK AND TREE SUPERINTENDENT, MARCY LOMELI AT (949) 644-3069, TO OBTAIN A UST OF HOMEOWNER ASSOCIATIONS OR PROPERTY MANAGEMENT COMPANIES MAINTAINING THE AFFECTED AREAS. THE CONTRACTOR SHAU OBTAIN V/RIITTN PERMISSION FROM THESE ENTITIES 48 HOURS IN ADVANCE OF THE NEED TO SHUTDOWN IRRIGATION SERVICES. 5. THE SURVEY MONUMENTS SHAU BE PRESERVED AND REFERENCED BEFORE CONSTRUCTION AND REPLACED AffiR CONSTRUCTION PURSUANT TO SECTION B771 OF THE BUSINESS AND PROFESSIONS CODE. 6. CONTRACTOR SHAU ADJUST EXISTING CITY UTILITIES (EG. SURVF.Y MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAt..tES AND COVF.RS TO FINISHED GRADE. AU OTHER UTILITIES TO BE ADJUSTED TO GRADE BY OTHERS. 7. SEE T-5872-S FOR TRAFFIC AND STRIPING PLANS. 8. THE CONTRACTOR SHAU SCHEDULE HIS WORK IN SUCH A MANNER THAT THE STREET IS PAVF.D NO LATER THAN THE DAY AFTER GRINDING IS COMPLETE. PAVF.MENT OF THE STREETS MUST BEGIN NO LATER THAN 3 CONSECUTIVF. WORKINGS AffiR GRINDING BEGINS. THE ROADWAY SHAU BE RE-PA I/ED AND REOPENED TO TRAFFIC PRIOR TO THE VIEEKEND OR ANY HOLIDAY. 0 0 G) 0 ® © 0 ® ® @) ® @ @ @ CONSTRUCTION NOTES REMOVF. P.C.C. SIDEWALK AND CONSTRUCT SIDEVIALK vnTH l'o1DTH SHOWN ON PLANS PER CNB STD-180-L REMOVF. P.C.C. CURB AND GUITTR AND CONSTRUCT 8-INCH TYPE "A" P.C.C. CURB AND GUITTR PER CNB STD-182-L REMOVF. P.C.C. CURB AND CONSTRUCT 6-INCH TYPE "C" P.C.C. CURB PER CNB STD-182-L REMOVE 2• (MIN) OF A.C. PAVF.MENT AND PLACE 2" A.C. PAVF.MENT PER PAVF.MENT Rl::MOVAL DETAIL HEREON. CONFLICTING TREE ROOTS TO BE ROOT PRUNED PER SPECIFICATIONS AND AS DESIGNATED BY THE ENGINEER. INSTAU ROOT BARRIER AS SUPPLIED BY DEEP ROOT INC., MODEL NO. LB 18-2, OR EQUAL ADJACENT TO NEW P.C.C. IMPROVF.MENTS. REMOVF. RAMP AND CONSTRUCT CURB ACCESS RAMP PER DETAIL HEREON. REMOVE PAVEMENT ON TOP OF MEDIAN GUTTER TO EXPOSE I.IEOIAN GUTTER REMOVE RAMP AND CONSlRUCT CURB ACCESS RAMP PER CNB STD-181-L (MODIFIED) AND STD-181-L-B (MODIFIED) CASE E. CONSTRUCT 4-INCH THICK P.C.C. SIDEWALK. CONSTRUCT 4 FEET V,1DE P.C.C. STAIRS, 6-INCH RISE, AND 12-INCH RUN. REMOVE EXIST. AND CONSTRUCT CURB ACCESS RAI/.P PER CNB STD-181-L, CASE C. REMOVE INTERFERING PORTION OF CHAIN LINK FENCE, INSTALL NEVI SIDE POSTS AND RECONNECT TO EXISTING FENCE. RELOCATE CONFLICTING IRRIGATION TO A LOCATION IMMEOIA TELY BEHIND THE NE\'/ SIDEWALK. SHEET INDEX SHEET 1 TITLE SHEET, TYPICAL CROSS SECTION AND DETAILS SHEET 2 ROADWAY PLAN STA 4+35 TO STA 25+00 SHEET 3 ROADWAY PLAN STA 25+00 TO 44+00 REPRESENTATIVE CROSS SECTION NOT TO SCALE MATCH EXISTING GRADE _,.,...-PROJECT LIMIT VARIES ~ w m N c. --7 LOCATION MAP NOT TO SCALE REF: lRACTS 6621 66 PAVEMENT SURFACE OR CROSS GUTTER OF SIDE STREET ---- I REMOVF.. 2" OF EXIST. A.C. PVMT. {MIN) ~ -.,,..---: ~-. --=r; --y, :>:.:.:..,:~.~ SAWCUT-------.,,l=> == =+ --- I d=> 00 000 AGGREGAlEO CP BASE PAVEMENT REMOVAL & RERLACEMENT DETAIL AT SIDE STREET NOT TO SCALE p AGGREGATE ~ BASE PAVEMENT REMOVAL & REPLACEMENT DETAIL AT MEDIAN NOT TO SCALE 662 • P-5174-• SURVEY NOTES OLCFORD.DXF APPROVAL REC0l.1UENDED GROOVING {TYP) o· c.f- c.: d b / , / , / , / VARIABLE HEIGHT RETAINING CURB { o• TO 8") .._________ EXISTING SIDEWALK {TYP) -----------..._ 8.33% MAX. AT CURB {TYP) CURB ACCESS RAMP DETAIL NOT TO SCALE Af:~;c_o~~ AP~RO:R;~~ ~~~ FORDROADPAVEMENTQVERLAY ll--l--l---------------1---l..=s;GE~NERgAL~S~ER~Vl~CE~S~D~IR~EC""To~R=-I UTILITIES DIRECTOR TRANSP. & DEV. SERVICES MANAGER PRINCIPAL CIIAL ENGINEER R.c.E. No. 2s333 R.c.E. No. 2204s R.c;i::. No. 43003 E/o SAN MIGUEL DRIVE TO WEST END DATE K---f 2.. -o 2-DATE 'l-1/-P<.. DATE Ao,~(1h,2ooz_ DATE Lf-/1-0'l DESIGNED SL DRAV,N UGRACIA CITY OF NEWPORT BEACH R-5784-S ll---+---+---------------+--+----+------1-------+----1--------1---------1-------=ai--==::..:..1 CHECKED RS DA1ri APR 2002 PUBLIC WORKS DEPARTMENT SHEET 1 OF 3 DATE BY DESCRIPTION OF REVISIONS APP'D. ~ "-4... f;'- f ~ I " I ~ \"", I~ ~ 0 w Ci) 0 0 0 © © 0 ® ® @) @ @ @ @ R=37.5277' CONSTRUCTION NOTES REMOVE P.C.C. SIDEWALK AND CONSTRUCT SIDEWALK l'llTH WIDTH SHO\\N ON PLANS PER CNB STD-180-L REMOVE P.C.C. CURB AND GUTTER AND CONSTRUCT 8-INCH TYPE "A" P.C.C. CURB AND GUTTER PER CNB STD-182-L REMOVE P.C.C. CURB AND CONSTRUCT 6-INCH TYPE "c" P.C.C. CURB PER CNB STD-182-L REMOVE 2" (MIN) OF A.C. PAVEMENT AND PLACE 2" A.C. PAVEMENT PER PAVEMENT R"EMOVAL ON SHEET 1. CONFLICTING TREE ROOTS TO BE ROOT PRUNED PER SPECIFICATIONS AND AS DESIGNATED BY THE ENGINEER. INSTALL ROOT BARRIER AS SUPPLIED BY DEEP ROOT INC., MODEL NO. LB 18-2, OR EQUAL ADJACENT TO NEW P.C.C. IMPROVEMENTS. REMOVE RAMP AND CONSTRUCT CURB ACCESS RAMP PER DETAIL ON SHEET 1. REMOVE PAVEMENT ON TOP OF MEDIAN GUTTER TO EXPOSE MEDIAN GUTTER. REMOVE RAMP AND CONSTRUCT CURB ACCESS RAMP PER CNB STD-181-L (MODIFIED) AND STD-181-L-B (MODIFIED) CASE E. CONSTRUCT 4-INCH THICK P.C.C. SIDEWALK. CONSTRUCT 4 FEET WIDE P.C.C. STAIRS, 6-INCH RISE, AND 12-INCH RUN. REMOVE EXIST. AND CONSTRUCT CURB ACCESS RAMP PER CNB STD-181-L, CASE C. REMOVE INTERFERING PORTION OF CHAIN LINK FENCE, INSTALL NE\'/ SIDE POSTS AND RECONNECT TO EXISTING FENCE. RaOCATE CONFLICTING IRRIGATION TO A LOCATION IMMEDIATELY BEHIND THE NEW SIDEWALK. LENGTH OF ST AIRS "L" 1' 20· L_j • □ "' I ;., PLAN VIEW SECTION TYPICAL STAIRWAY DETAILS NTS NOTES: 1. MAXIMUM SPACING FOR HANDRAIL • VERTICAL SUPPORTS IS 8 FEET. 2. HANDRAIL VERTICAL SUPPORTS SHALL BE EVENLY SPACED. ..-- I I I 14 STAIRWAY NOTES [TI CONSTRUCT ANODIZED ALUMINUM HANDRAILS ON EACH SIDE OF STEPS. IT] ANODIZED ALUMINUM RAIL -1 1 /2" DIAMETER. []j 1 1/2" HEAVY GAUGE ANODIZED ALUMINUM POST, CENTERED IN CHEEK VIALL • [}J 1 1/2" I.C. ESCUTCHEON PLATE TYP. DIAMETER NOT TO EXCEED WIDTH OF CHEEK WALL. []J POURED IN PLACE CONCRETE STAIRS. RISE = 6", TREAD = 12". rn #4 REBAR @ 18" O.C. EACH l'/AY, TYPICAL [I) COMPACTED SUBGRADE TO 95% COMPACTION. rn (/4 REBAR AT STAIR TREADS. TYP. CLEAR REBARS 3• FROM FACE OF RISER. [!j EXPANSl9N JOINT, TYPICAL. [IQj ADJACENT CONCRETE PAVING. [ITJ 3" SCORED STRIP AT TOP APPROACH AND ALL TREADS PAINTED WHITE. [gj THICKEN CONCRETE AT LOCATION OF POLE BASE, TYP. ~ CONCRETE CHEEK VIALL MESA VIEW I 116' FORD SHADING LEGEND ROAD ROAD ---------_-_:::-_-c;_ -__ -_-=, -=------=- 4 l---t OF STAIRS • ~ SCALE 1" = 40' I I \ I.LI z J :ct0 (.)I-I-I.LI <(I.LI ::aE:c ocn Ow +w t.ncn N CORING LOG (]) 8" ASPHALT ON 1 12" A.B. (]) 9" ASPHALT ON 2 12" A.B. * CONTRACTOR SHALL PROTECT IRRIGATION LINES IN PLACE UNLESS OTHER\\1SE DIRECTED. fi'R=EF=: =TR=;==ACTS==sFs2 .. 1,,,,s=s=22,.,. =ss=2 .. J:,,,P_-_s=11=4-=s=: ..... su .. R .. VE..,Y .. N .. o .. TES .... o;=LD=Fo..,R=o~.oxF ===========o=================C=-=3;;.4.;.;;3,;,7=1 ~O\IED 3-6 DATE BY ~ALCl~EER R.Cfa,. NO. 43003 DATE L/--//-02 FORD ROAD PAVEMENT OVERLAY E/o SAN MIGUEL DRIVE TO WEST END DESCRIPTION APP'D. DESIGNED SL DRAWN ltGRACIA CITY OF NEWPORT BEACH R-5784-S n------~~----R-EVI-SI-ON-S-----~------:1--cCH=E=CK=ED~~s'+=D~ATE-11_AP..:::R-=:.2::..::00~2 PUBLIC WORKS DEPARTMENT SHEET 2 OF 3 ~ ~ ? l) <... t· f ~ "-t-.. ~ R._ ~ "'= Jl Q Gt' I ...,J I I I I I I I I I \ NEWPORT HILLS DRIVE EAST " SHADING LEGEND ROADWAY PAVEMENT CORING LOG SIDEWALK/RAMP I q> 6" ASPHALT ON . , 12" A.B. o!j;! <-0 0:: 0:: 0 ROAD 8 I I I CONSTRUCTION NOTES REMOVE P.C.C. SIDEWALK AND CONSlRUCT SIDEWALK Ynrn IVIDTI-l SHOWN ON PLANS PER CNB STD-180-L. REMOVE P.C.C. CURB AND GUTTER AND CONSlRUCT 8-INCH TYPE "A" P.C.C. CURB AND GUTTER PER CNB STD-182-L. REMOVE P.C.C. CURB AND CONSlRUCT 6-INCH TYPE •c• P.C,C. CURB PER CNB STD-1 B2-L. REMOVE 2" (MIN) OF AC. PAVEMENT AND PLACE 2" A.C. PAVEMENT PER PAVEMENT Rt:MOVAL DETAIL HEREON. CONFLICTING lREE ROOTS TO BE ROOT PRUNED PER SPECIFICATIONS AND AS DESIGNATED BY TI-lE ENGINEER. INSTALL ROOT BARRIER AS SUPPLIED BY DEEP ROOT INC., MODEL NO. LB 18-2, OR EQUAL ADJACENT TO NEW P.C.C. IMPROVEMENTS. REMOVE RAMP AND CONSlRUCT CURB ACCESS RAMP PER DETAIL ON SHEET 1. REMOVE PAVEMENT ON TOP OF MEDIAN GUTTER TO EXPOSE MEDIAN GUTTER. REUOVE RAMP AND CONSlRUCT CURB ACCESS RAUP PER CNB SlD-181-L (MODIFIED) AND STD-1B1-L-B (MODIFIED) CASE E. REUOVE EXIST. AND CONSlRUCT CURB ACCESS RAIAP PER CNB SlD-181-L, CASE C. SCALE 1" = 40' ------"'.L. -----1:_ ---J.--------_.-, -------.::.:-,-r--I ---------\\ ----------\\ --------\I ------~)L ----- 46 -.J,. --- -----_. -r __ _. __ _._. --I; ------I; -'2---l---- \ \ REF: TRACTS 6621, 6622, 6623; P-5174-S; SURVEY NOTES OLOFORD.DXF ,,, ,,, I I I I I C-3437 NEER R.C.E. NO. 43003 DATE 4-/J~Ol, FORD ROAD PAVEMENT OVERLAY E/o SAN MIGUEL DRIVE TO WEST END DESCRIPTION APP'D. DESIGNED. SL DRAWN MGRACIA CITY OF NEWPORT BEACH R-5784-S If--~-~-------------~--<>---~---~~'-< REVISIONS CHECKED RS DA1& FEB 2002 PUBLIC WORKS DEPARTMENT SHEET 3 OF 3 DATE BY ~ ~ ::::: ':'.' ~ (\ 0 ., ~ "'I \:>...,.. -\ \ i 'r ~ s.. t.