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HomeMy WebLinkAboutR_6065_SVICINITY MAP LOCATION MAP APPROVALS N.T.S. OWNER AND REPRESENTATIVES JOHN WAYNE AIRPORT JOHN WAYNE AIRPORT JOHN WAYNE AIRPORT ALAN MURPHYAIRPORT DIRECTORAIRPORT ENGINEERING L.G. SERAFINI, P.E.DEPUTY AIRPORT DIRECTOR, FACILITIES BOARD OF SUPERVISORS Ex p . CIV I L AMBI THURAI, P.E. POINT NORTHING EASTING ELEVATION DESCRIPTION ARCHITECTURAL STRUCTURAL ELECTRICAL PLUMBING CIVIL SHAWN NELSON, FOURTH DISTRICT ANDREW DO, FIRST DISTRICT MICHELLE STEEL, SECOND DISTRICT DEVIATIONS FROM QC PUBLIC WORKS STANDARDS CRITERIA STREET FLOW LINE GRADE SIDEWALK PARKWAY WIDTH LANE WIDTH CURB HEIGHT (ADJACENT TO PARKWAY) APPROVED: OC PUBLIC WORKS STANDARD 1.01/. BOTH SIDES 9 FEET 12 FEET 6" FOR SPEED_) 45 MPH CAMPUS DRIVE 0.201/. ONE SIDE 6 FEET 11 FEET 8" KEVIN ONUMA, DEPUTY DIRECTOR OF OC PUBLIC WORKS DATE OC INFRASTRUCTURE PROGRAMS BASIS of BEARINGS THE BASIS OF BEARINGS FOR THIS PROJECT IS A BEARING OF THE CENTERLINE OF RUNWAY 19R/1L SHOWN AS N28° 48'08"E ON RS 87-1008,RSB 117 /5-9 AND ON "JWA RUNWAY'S AND TAXIWAY'S, CENTERLINES" ALIGNMENT MAP DATED, SEPTEMBER 2002 ON FILE WITH JWA FACILITIES, SURVEY, FILE •JWA 684 HORIZONTAL DATUM COORDINATES SHOWN HEREON ARE GRID AND BASED ON THE CALIFORNIA COORDINATE SYSTEM CCCS83), ZONE VI, 1983 NORTH AMERICA DATUM (1991.35 EPOCH G.P.S. ADJUSTMENT). DISTANCES SHOWN ARE GROUND. MULTIPLY GROUND DISTANCES BY 0.99997483 TO OBTAIN GRID DISTANCES VERTICAL DATUM O.C.S BM. • 3S-37-90 ELEV.· 46.671' NGVD 1929 (1995 O.C.S. ADJUSTMENT) LEVELED 2003 NOTES THE BEARINGS AND DISTANCES SHOWN HEREON ARE TO BE USED FOR TOPOGRAPHIC RELATIONSHIPS ONLY AND ARE NOT INTENDED FOR LAND ACQUISITIONS OR BOUNDARY PURPOSES. COUNTY OF ORANGE ALAN MURPHY, AIRPORT DIRECTOR PROJECT NO.: 281-281-4200-P278 DRAWING INDEX 1 T TITLE SHEET 2 DT DETAIL SHEET 3 DM DEMOLITION PLAN 4-5 ST STREET IMPROVEMENT PLAN 6 u UTILITY COMPOSITE PLAN 7 SI SIGNING AND STRIPING PLAN 8 TS TRAFFIC SIGNAL MODIFICATION PLAN 9-10 TC TRAFFIC CONTROL PLAN 11 LID LANDSCAPE IRRIGATION DETAILS 12 LPD LANDSCAPE IRRIGATION CALCULATIONS AND PLANTING DETAILS 13 14 15 16-22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 LIP LPP SP DT T1.0 T1.2 T1.3 A1.0 A1.1 A1.2 A2.0 A3.0 S0.1 S0.2 S1.1 S2.1 S3.1 S4.1 P0.1 P1.1 E0.1 E0.2 E1.1 E2.1 E3.1 LANDSCAPE IRRIGATION PLAN LANDSCAPE PLANTING PLAN SITE PLAN IMPROVEMENTS DETAIL SHEETS COVER SHEET SITE ACCESSIBILITY STANDARDS BUILDING ACCESSIBILITY ST AND ARDS DEMOLITION PLAN FLOOR & REFLECTED CEILING ROOF PLAN EXTERIOR ELEVATIONS BUILDING SECTION & DETAILS GENERAL STRUCTURAL NOTES TYPICAL DETAILS FOUNDATION PLANS ROOF FRAMING PLAN FOUNDATION DETAILS FRAMING DETAILS PLANS PLUMBING SPECIFICATIONS AND LEGENDS PLUMBING FLOOR PLANS ELECTRICAL GENERAL NOTES & LEGEND ELECTRICAL SPECIFICATIONS LIGHTING PLAN FLOOR PLAN POWER AND AUX. FLOOR PLAN SINGLE LINE DIAGRAM AND LOAD CALCULATIONS AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FROM THE CITY OF NEWPORT BEACH FOR ALL ACTIVITIES WITHIN THE PUBLIC RIGHT OF WAY. AR269 AR270 AR271 2189209.664 2188713.543 2188750. 744 RECORD DRAWING JW A HORIZONTAL CONTROL 6067823.882 53.01 LEAD & 0CS TAG STAMPED AR 269 6067409.588 54.99 LEAD & 0CS TAG ST AMPED AR 270 6067213.654 50.27 LEAD & 0CS TAG ST AMPED AR 271 ---( OF TODD SPITZER, CHAIR, THIRD DISTRICT LISA BARTLETT, VICE CHAIR, FIFTH DISTRICT 10 I I PACIFIC OCEAN 0 ORANGE CTY. 0 FULLERTON GlllDEN GROVE IUHliGTON BEi.CH 1£WPORT BE/.CH JOHN WAYNE AIRPORT CSNA> 5 0 10 I I I Scale: statute miles 8: 20 1:JL_._,~~~ OWNER: JOHN WAYNE AIRPORT COUNTY OF ORANGE 3160 AIRWAY AVENUE COST A MESA, CALIFORNIA 92626 ~RPORT MANAGEMENT: AIRPORT DIRECTOR ALAN MURPHY TELEPHONE NO. C949l 252-5183 PROJECT MANAGER <DESIGN> STEVEN CARRILLO, P .E. TELEPHONE NO. C949l 252-6020 PROJECT MANAGER (CONSTRUCTION) K. KORY HARIRI, P.E. TELEPHONE NO. (949) 252-6098 5,'=="==="""\. DEPUTY AIRPORT DIRECTOR, F AGILITIES L.G. SERAFINI, P.E. TELEPHONE NO. (949) 252-5270 AIRPORT ENGINEERING AMBI THURAI, P .E. TELEPHONE NO. C949l 252-5298 ., C 0 ., ·;; " 0:: C a ...J <( w (/) ...J <( w (/) PM Manager, Airport Development 02/03/2015 Date T 1 of 43 >, [D ., -0 0 a. ·.:: u "' ., 0 ~ (/) " -a 0 -,:, .,, .c u C 3: 0 '-0 ' " -0 0 <.O ~ 0 N PROPOSED ROAD RIGHT-OF-WAY COUNTY OF EXISTING ORANGE CITY OF ROAD (AIRPORT) RIGHT-OF-WAY 53' I COUNTY OF ORANGE (ROADS) so· C/L NEWPORT BEACH I I 103' ' I 17' 86' 62' 15' 1 6' ________ 65_' ______ _,_V_AR_IE__,S i-Y.ARIES 0.2' MIN ' BEHIND R/W-- • N - 10 ) AT FENCE POST l LOCATIONS I {MAX 10' APART) ~ I LI PROPOSED ROAD I-:::, ~ <( er, 1' PAVEMENT -i---REMOVAL TYPICAL SECTION CAMPUS DRIVE STA 100+55.98 TO STA 102+81.00 NTS RIGHT-OF-WAY COUNTY OF EXISTING ORANGE CITY OF ROAD (AIRPORT) COUNTY OF ORANGE (ROADS) 50' C/L NEWPORT BEACH - 0.2'M~ RIGHT-OF-WAY 53' I I 103' I 17' 86' / I 6' 20' I VARIES 62'-52' VARIES 15'-25' 16' ______ ..c,69.c.,' ______ vA_R_IE_s_v_AR_IE-lSI BEHIND R/W ---<,___ ' 1 TYPICAL SECTION CAMPUS DRIVE STA 102+81.00 TO STA 105+26.34 NTS AB AC --BDOCN --BDOWD ~ CBXEL □ CBXUN C.I. DM DT DW _;,____;.__ EPPAC _;,____;.__ EPPCN 'O' FH FLLAC FLLCN -1-1-FNCCL GNDRD ■ GRIST ~ HBB ® HOS IPP (!) IRRCV 18] IRRCB LPD P LPLST LPP ® MHHEL ® MHSEW ® MHTEL III MHVLT ® MHWAT ® MTREL lGl MTRGA [@I MTRWA " MWL PADCN Cl PBXCT ~ PBXEL [] PBXLI ABBREVIATIONS / LEGEND AGGREGATE BASE ASPHALTIC CONCRETE BUILDING OUTLINE CONCRETE BUILDING OUTLINE WOOD CONTROL BOX -ELECTRICAL CONTROL BOX -UNDEFlNED CAST IRON DEMOLITION PLAN DETAIL SHEET DOMESTIC WATER EDGE OF PAVEMENT -ASPHALT EDGE OF PAVEMENT -CONCRETE FlRE HYDRANT FLOW LINE -ASPHALT FLOW LINE -CONCRETE FENCE -CHAINLINK GROUNDING ROD GRATE INLET -STEEL HOSE BIB HOS TARGET IRRIGATION PLAN IRRIGATION CONTROL VALVE IRRIGATION CONTROL BOX LANDSCAPE PLANTING DETAILS LIGHT POLE STEEL LANDSCAPE PLANTING PLAN MANHOLE -ELECTRICAL MANHOLE-SEWER MANHOLE-TELEPHONE MANHOLE AND VAULT-ELECTRICAL MANHOLE-WATER METER -ELECTRICAL METER -GAS METER -WATER MONITOR WELL PAD -CONCRETE PULL BOX -CABLE PULL BOX -ELECTRICAL PULL BOX-STREET LIGHTING [El PBXTL III PBXTR i:E PBXUN PEXPL PEXST • PMT >-PPIAB 4) PSB [ZI PSTCN [ZI PSTST A PUMWA i;g sco @ SLCAP l'.n SGL t> SGTCL SI ¢> SIG -e-SNNST -e-SNNWD SP X SPHAC X SPHCN X SPHDT x SPHGS ss ST STPTR SWKCN T TC TCCAC TCCCN 0 TREE TS u El VLTEL ml VLTSE IE) VLm Iii VLTTR c:l::J VLVWA 0 VPP PULL BOX -TELEPHONE PULL BOX -TRAFFlC PULL BOX -UNDEFINED PIPE EXPOSED -PLASTIC PIPE EXPOSED -STEEL TREE -PALM PIPE INLET ASB PED ACTIVATOR POST -CONCRETE POST -STEEL PUMP -WATER SEWER -CLEANOUT SEWER-LATERAL PIPING CAP TRAFFIC SIGNAL W/ LIGHT GATE -SINGLE SIGNING AND STRIPING TRAFFIC SIGNAL SIGN -STEEL SIGN -WOOD SITE PLAN SPOT HEIGHT -ASPHALT SPOT HEIGHT -CONCRETE SPOT HEIGHT -DIRT SPOT HEIGHT -GRASS SANITARY SEWER STREET STRIPING -TRAFFIC WALK -CONCRETE TITLE TRAFFIC CONTROL TOP OF CURB -ASPHALT TOP OF CURB -CONCRETE TREE -MISC. TRAFFlC SIGNAL UTILITY VAULT -ELECTRIC VAULT -JWA SECURITY VAULT -TELEPHONE VAULT -TRAFFlC VALVE -WATER VENT PIPE LEGEND CONSTRUCTION NOTES AND QUANTITIES DEMOLITION REMOVAL NOTES QUANTITY UNIT ---1)--REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER 2)--REMOVE AND DISPOSE OF EXISTING AC BERM ffi-SAWCUT EXISTING PAVEMENT [/// l ffi---REMOVE AND DISPOSE OF EXISTING PAVEMENT l--==:---ll-----------------------------t------t------l fm l [fil--REMOVE AND DISPOSE OF EXISTING CONCRETE l--==:---11-----------------------------t------t------l ffi---REMOVE EXISTING TREE ll..f-REMOVE EXISTING SECURITY FENCE STREET IMPROVEMENT CONSTRUCTION NOTES QUANTITY UNIT l I 1 I-CONSTRUCT 6" AC OVER 15" AB -SF 1-~-+----------------------+----+----l ,~-::>:] f <c::~:, :J I I IWSXI I 2 I-COLD PLANE EXISTING AC PAVEMENT (2" MIN). TACK COAT -SF '--' ALL JOINTS AND SURFACES1 AND CONSTRUCT VARIABLE THICKNESS AC OVERLAY (2' MIN). (5}- @- (z)- ®- CONSTRUCT 8" CURB AND GUTTER BARRIER TYPE A2-8 PER OC PUBLIC WORKS STD. PLAN 120-2-0C INSTALL 8' HIGH CHAIN LINK FENCE PER SSPWC STD 600-3 WITH ADDITIONAL REINFORCING PER DETAILS ON SHEETS 16-20 CONSTRUCT BIOSWALE PER DETAIL ON SHEET 5 CONSTRUCT 4' WIDE CURB OPENING WITH o• LIP AT BIOSWALE ENTRANCE PER DETAIL ON SHEET 5 CONSTRUCT 4" THICK SIDEWALK PER OC PUBLIC WORKS STD. PLAN 112-2-0C RECONSTRUCT CROSS GUTTER PER OC PUBLIC WORKS STD. PLAN 122-2-0C CONSTRUCT 4' WIDE CURB OPENING WITH 1" LIP AT BIOSWALE OUTLET PER DETAIL ON SHEET 5 CONSTRUCT 8" CONCRETE RETAINING CURB BARRIER TYPE A1-8 PER OC PUBLIC WORKS STD. PLAN 120-2-0C REINFORCE EXIST CHAIN LINK FENCE PER DETAILS ON SHEETS 17-2D UTILITY CONSTRUCTION NOTES SEWER ABANDON AND CAP THE SEWER LATERAL PIPE FROM THE MAINTENANCE BUILDING AND CAR WASH WATER (4}--INSTALL 2• COPPER AND 4" TO 2" REDUCER. SEE DISPOSITION NOTE #2 BELOW. I 1}- (&-- UTILITY DISPOSITION NOTES PROTECT IN PLACE RELOCATE EXIST WATER METER PER MESA WATER STD #3. EXTEND EXIST SERVICE LINE PER MESA WATER STD #2 AND INSPECTOR'S REQUIREMENTS WITH TRENCHING AND RESURFACING PER MESA WATER STD #18 AND PER CITY OF NEWPORT BEACH STANDARDS. I 3 I-ADJUST TO GRADE I 4 I-TO BE RELOCATED BY UTILITY COMPANY I 6}-- (a}- Cv- REMOVE INSTALL RECONNECT 2" REDUCED PRESSURE PRINCIPLE BACKFLOW DEVICE PER MESA WATER STD #23. RECONNECTION OCCURS BETWEEN WATER METER AND IRRIGATION. RELOCATE STREET LIGHT ON NEW FOUNDATION REMOVE EXISTING COMMUNICATION CONTROL PANEL, BOX AND EQUIPMENT AND INSTALL IN NEW CABINET AT LOCATION SHOWN ON PLANS. NEW CABINET SHAUL BE 334 CONTROLLER CABINET MANUFACTURED BY McCAIN INTEGRATED SOLUTIONS OR AN APPROVED EQUAL. DETAILS OF THE CABINET ARE INCLUDED IN APPENDIX D OF SPECIAL PROVISIONS. REMOVE AND REPLACE EXISTING CONDUIT AND FIBER OPTIC CABLE PER LIMITS SHOWN. 110}--INSTALIL (2)-4" CONDUIT AND PULL BOXES FOR FIBER OPTIC CABLE 11 1}-RELOCATE EXIST BACKFLOW PREVENTER 1121-RELOCATE MONITORING WELL 1131-ADJUST TO GRADE BY UTILITY COMPANY 151)---- @)---- (53}- @.9--- 155}-- (&--- ~ ~ SITE PLAN CONSTRUCTION NOTES CONSTRUCT 4" AC OVER COMPACTED NATIVE SOIL COLD PLANE EXISTING AC PAVEMENT (2" MIN). TACK COAT ALL JOINTS AND SURFACES• AND CONSTRUCT VARIABLE THICKNESS AC OVERLAY (2 MIN). PAINT 4" WHITE LINE STALL STRIPING PAINT ACCESSIBLE PARKING STALL WITH MARKINGS PER DETAIL INSTALL ACCESSIBLE STALL SIGN PER DETAIL CONSTRUCT 6' WIDE LONGITUDINAL GUTTER PER OC PUBLIC WORKS STANDARD PLAN 122-2-0C CONSTRUCT 4' WIDE LONGITUDINAL GUTTER PER OC PUBLIC WORKS STANDARD PLAN 122-2-0C PLUG DRAIN. INSTALIL CLASS 520-A-2500 CONCRETE ON TOP OF EXISTING CONCRETE. LF LF LF EA SF SF EA LF LF QUANTITY UNIT EA LF EA EA EA EA EA EA EA EA EA EA EA EA EA QUANTITY UNIT SF SF EA SF SF RECORD DRAWING~ Ul C 0 Ul ·5 ., 0:: ..., C C ..., :J "' C 0 0 w I <( f-w w :r: en ....J ~ w 0 a, ..., i= ..., ..c (f) ...J <( w (f) u 0 0 w "= => E 0 '! u "" -= .e u1 ~ E ;,,: ~ "' Cl C >-O:, J! ('.):,; 9~§ 0 < 11) ~u~ [d u]~ ~ :;;~~ (") ~a,. . I-en _J w 0 z I-<( <( en _J f-z -Z ~2 Cl'.: Cl. ....J a) Cl'.: 0:: <( <CO -=,w . • I-~~ Cl'.: ::, 0 1-3:o zO en I :r:w Oc..o => (9 -,~ a.. -0:: Cl'.: 0 ~ <( (.) ..., 0 a, ·~ 0 .._ Cl. Approvals PM -"' ,-. -.,. w >, (D ., ..., 0 0 a. ·.::: 0 Ul ., 0 a, ..., C 0 -0 .Y. ..c 0 C s: C .._ 0 a, ..., C 0 IL • -0 .Y. ..c zo i ~ w I C C/l s: C .._ 0 co ~ 0 N . co CD w LL a, ..., C 0 IX) r-... N Q_ I 0 0 N "<I- I ~ IX) N I ~ IX) N ci z ,-', 0 .._ Cl. Manager, Airport Development 02/03/2015 Date Pion No. 41090-J115 Sheet DT 2 of 43 ~ 0 w ~ U) :ii 0 "' Iii ::,; 11. <D .... <O <D 0 "' --... <D ;;;- 0 w § 11. O> • -0 .., -0 0 8 I u 0 "' ... 0 ~ w .,, 5 0 0 ~ w / O> C ·;; e -0 "6 -"' ,-. 0 0 ,,, ~ "' / 0 > 1l 0 ~ ~ "' ~ > 6 z ~ 0 Ex p . CIV I L GRAPHIC SCALE NOTE TO CONTRACTOR: -T 00 COUNrYOF ORJ '-JGE I i'- / t ~ "----+-E- / • i'- I/ I I I I \ 8 J • • <I <I "(/ <1 <I <I • • <I <1 <I 1 r I ~ c/ : IAINTENANCE j_ 0 REMAIN • iS~TA~1~9~8fc+~6~9~.0~1~E,~~IR~jFENCE~-tl r~~7Plt~~ y -'r I• ~PORTION OF BEGIN REMOVAL OF I ERi , FENCE, "'-._ JlM.v ~ ~ BUILDING 12( B"W~ . 4 PAVEMENT, SAWCUT '-=-' ' .', PROP BUILDI G -" PROPOSED ROAD RIGHT-OF-WAY • • <I <I "(/ <1 <I I 4 " \ -f FAC~7E j , EXISTING ROAD RIGHT-OF-WAY STA 198+85.34 , ,.~\--\ 1 • / ----i"nRFunVAll~~-------:---J~bJ ./ ,.)I 1 ·11 II ~ 7 END REMOVAL OF BfRM I r;-, / ~ ~ '< '7_ 11 11 n BEGIN REMOVAL OF UI & GUTTER, 11..r-1\. • • • -& CONCRETE t ~ 1-\A-OK~J's~!,,. ' ~. 1 -~-------., ~: [j]----/ ~-~~ ~-_ :/{" -~ ry ,_ ;--Le 108j~/:?/./ >:0?0/:fY1J::,t/::<;:/;J;:0?0::Y/i0}}/;i;:(;:?f 1>.tt ->IB -~ ~ / -•• ?:0):?J?}'.{:"fx 5 [Ih 3 0 1 - • <I <I <I "(/ <I -K /I Cf) \~~~~a-/~--/ • // //// -,,·)"-----..._ ~ -·.-(_ -~-)r,nrn l•l ~-r -.' \-'er-.. ® \·~ -.~"~[~ --; ti: _J 1/ [B---1 III--" [Ip ~ ~ m-J ~ 6 "' 6 m---1 [D--J '\ 6 ~; 6 m--1 ~ 0 PORTION OF MAINTENANCE 1 -,_ - --, - - - - - - - - ----_ ~--- - - - -S I-I BUILDINI TO BE DEMOLISHED-------+----------------+-Q Cf) l l::>t.t. ~ .ET A1.0 DEMOUTIONl.el.AN}-----------------------u:j 8 -STA 100+59 l-----1,'------l-----+---~------O:!l------12"w --------IT 12"w 1rw c::rc EASEMENT 12 .. w llJ + rv' '/ °?'-/ T T \ -LU M LL END REMOVAL OF CONCRETE io O ~ l__;~~-_ _L _ __J~~~~~=====1=======~===--====h--==J:--==--===--==~-=d LU~ LL.I I ,:___ T ------+-----T T E T Cl) , I ' ~ c:, ,. W 12"W -----------12"W --,-----------12" -----t LU ~ I / rCA:·•~~==-E~~=-~~-A+\•-·1---E------t-----7'~•-e::::1=='==="'==/========='=1 ==cl 3 (/) / E -T----l--'"G E T/-/----,,----t------"-'--/-T --------•----T -----_L_A·"---T I sd 100+1 0:00 CAMPt1S3"0RIVE • " _,n._ , • U /STA 200+ 10.00 BRISTOL ST N I ---'\!!../-, ' ~ --, .::: 3•c -~ ,L o o 1 o ~s_o , 101 +oo 102+00 S6t1Nff0ffi~~i= 103 ..., ----------,g!;i.__,~------tt-'"<::.._._.=J:-~ -=-=-=--=--=-=-===-~j '-~===-=-=-----+f--~-=-=-===:-:::='1=1-:'"-::=~cf-R1TY OF NEWPORT BEAC_H __ ------ / 0 0 0 0 0 0 N 12"W ----------~12"W ---------------_.'.;.!~" ~ CAMPUS DRIVE L.._--+--------3"G --------,-3"G -----t----3''G -------3"G -------,''G ---------,--3"G □ D ■ --■ I - ' <I , I ' ,<I , , ,}' 1, ~ "1 -; PROPOSED ROAD RIGHT-OF-WAY .-. I ~ 1 • Sf'C'-=E_,EeeA,_,,S,,,,EM,,_,E='-'N'--'-T ____ ~-l)...._____ -rm 4 ,cl_ .... ~ ----1'0 -I -G--,____ ~EXISTING ROAD RIGHT-8F-WAY / ,'\ -~-6 I'\. ,c1_ r\V ~'---+--~I O \--'q_ ~' ., -, ' TREE , .1 I I • ' <I "(/ <l <I • • <I "(/ <l <I • • <I "(/ A - ' <I <l <I <I <I <I V <J "(/ <l 8 w STA 105+15.51 END REMOVAL OF FEI C, ~ III- I - f;;/ )( --" -- RI~. ·< C -J --, C" • _....., • ; 1. .. ; ~----,.,, r-. ~ . ! -'-Ill [I]-~ : '~'~ ~--• ~ ·-~--: --~ "' ' -_:-c :_, " 1 • + . ; '.;: CK : 1 ,.,1 / / t---~-----;[I]aacro.----:,,r~ ...... °;11"-E o~~· __ O_·_ - LU ~ ~ ~ \\ ~ 6 / I I ~=1=1~========= 0 O> f--/ -SCE EASEMENT ~'X \;:, 1,., 1 u6+ I 9:9u >-..< O llJ _-£. 1 \ \d 3 END REMOVAL OF CU~B ' & GUTTER, ~ .A' l=====::,;;=::::::::--12"W------------12"W 4 \ 5 ., -~ O ~ ~ ~ / T 12"W -----------12"W ------1--~L--1W----112"w -+-"---,,----r---.,,____,_~----1::f?.~v MENT, CONCRE 11 ~ SAW~UT _____ 1_2"' ..--LU ,___ __ -----T =====~===.JT~=cr~==~~=--===:l_-==:-r---====--..:==r~=:JTL..::=0T---::===--..:==--===tTL..::='Jri==t:\==--rt==----===::__:T~'"'"~~::::::;;;::::::::;::::::::;~;t~~~~ltlct===T <(I-. (/)LU 12"W ------------1 z"W --/-----,'-/--------12"W ----~C,..l~-----12"W -------f-----/--f/+-1 h' w. / / \ T ~£:: ,.., , _,, , 12"w--t-----------'=----""----12"w---- Cl) 3 ~A~Nt==================-cctA~NV=----=---=---=---=---=---=---=---=---=---=~---=---=---=---=---=---=---=---=---=-cc~ANiv=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=_j,1--------------~\;/.,_llj---L---------------------~'-\E I >-----T ----------T ----------T ----------T ----------T -+-----T ------'\\-----------,1------T ----------T - 0 0 o • 0 0 0 0 0 I O \ ~oo 104+00 _CQ_UNTYOFORANGE 1os+oo rt _J_ 106+00 \ ... --- ----I---- ----I---- ---c,rroF NEWPORT BEA~C~H--~A_M_P_ us-□-R-1V1 = .... ----I---- - 107+00 -1----------1-- ---3"G -------3"G -------3"G -------3"G -.-----------,--3"G -------3"G ------~3"G --\-------r---'----------3''G ------+-3"G -------3"G ,.., -, D E • )I D -..J E E ' - \ • )I V \ D 6-i • )I E ..,, - --- f /_ /1 R:8:8) DEMOLITION REMOVAL NOTES ~EMOVE AND DISPOSE OF EXISTING CURB AND GUTTER @---REMOVE AND DISPOSE OF EXISTING AC BERM ffi--SAWCUT EXISTING PAVEMENT ~EMOVE AND DISPOSE OF EXISTING PAVEMENT [fil------REMOVE AND DISPOSE OF EXISTING CONCRETE ~EMOVE EXISTING TREE ffi-----REMOVE EXISTING SECURITY FENCE DISPOSITION NOTES (j)--PROTECT IN PLACE 1. ALL REMOVALS INCLUDE DISPOSAL OF ITEM IN AN ACCEPTABLE FACILITY. 2. 3, 4, 5. 6, CONTRACTOR TO SEE IRRIGATION PLAN FOR RELOCATION OF EXISTING EQUIPMENT INCLUDING BUT NOT LIMITED TO VALVES, VALVE BOXES, VALVE TAGS AND OTHER ANCILLARY AND ASSOCIATED EQUIPMENT. ALL PIPE IS TO BE NEW. ALL CONTROL WIRING IS TO BE NEW. THEREFORE, REMOVE FROM THE SITE ALL EXISTING PIPE AND CONTROL WIRE WI-IICH CONFLICTS WITH THE NEW DESIGN. ALL TRAFFIC SIGNAL POLES, TRAFFIC SIGNAL PULL BOXES, AND TRAFFIC SIGNAL VAULTS ARE TO BE RELOCATED AND REINSTALLED PER TRAFFIC SIGNAL PLAN SEE UTILITY COMPOSITE PLAN FOR UTILITY RELOCATIONS SECURITY IS TO BE MAINTAINED AT ALL TIMES SO NEW INTERIOR FENCE SHOULD BE INSTALLED PRIOR TO DEMOLITION OF EXISTING SECURITY FENCE. ANY AND ALL PLANTINGS/LANDSCAPING AS PART OF THE BRISTOL ST. SLOPE STABILIZATION PROJECT SHALL REMAIN IRRIGATED AT ALL TIMES. ALSO, THAT ANY CONFLICTING PORTION OF LANDSCAPING MUST BE REMOVED AND ANY RELATED IRRIGATION LINES MUST BE CAPPED. 20 0 10 20 40 80 ~ l~I l __ ~I ( IN FEET ) 1 inch = 20 ft. RECORD DRAWING ., C 0 rn ·;; " 0:: C 0 z ::i c._ z 0 I- -' 0 ::;;; lJ.J 0 __J <( w Vl __J <( w Vl >, [D " +' 0 0 a. ·.:: u rn ., 0 ., +' 0 0 --,:, -"-.c u C 3: 0 '-0 ., +' 0 0 (0 ~ 0 N (0 . CD w LL I ci s z --~ I Approvals c._ ~ ----------~ PM Manager, Airport Development ~ ·i E l § 02/03/2015 ~o~ Date ~ a----P-la_n_N_o-.----,,.... 0 ; 41090-J115 ----------< Sheet DM 3 of 43 Ex p . CIV I L CURVE DATA 100+50 101+00 101+50 102+00 102+50 103+00100+0099+50 55 57 55 57 51 53 55 51 53 55 GRAPHIC SCALE 5353 NOTE -~'4.97 Q;J 1------------+------------+I---~(.) - __ ..-----., J ---: .,,...--:: , • , , ----.c. , ., RO t:l:OP-OF-8'.'.:CtJRB .JD.1--------,1------l---------.i:' , , 1------------+------------+1-----+---+~-. ,~ r~ E---+-----------+--------------l,1----1----1-fb~% f-----------+----------11------l~"b CU. EXC. DS. FILL CITY OF NEWPORT BEACH I I ~ ·-... STA. 198+00 MATCH LINE SEE ABOVE RIGHT -A-,~-11...,;;.,,--c-o..;;,~-N...,~,,,..o-F....;...--,-~....;;...,..T,.,./ ....... -;, I \ 0 NGE I J ' l.~----44. ' __ _, ' I - _____ _,l_,__2_3_.s_· _ _,1~ __ 2_0_.s_· _.._ 9 - 5 ' 1f ~ 198+66.78 ,,, I I IN LACE I I INSTALL DEA□MAI ;\ ~PROttCT ,.._ 198+70 EXI! T I .:.B.c.EG.c.l..:.N..:.R..::.E_TA_I_N_C_U_R_B-+---1-4-------'-----h W PUL ~BOX • <> END REINFORCEMENT OF KIST FENCE I --t:: ~ ,-t,._ • BEGIN CHAIN LINK Fl NCE MTH REINFOR :EMENT U -' 198+64.01 , I\ .P ~!'' •~-EXIST. MAINTENANCE - BEGIN COLD PLANE AND , ~c"' <> ' BUILDING <> OVERLAY I l'l "to-• -=19=8=+:.,.6~9::-:·=0=-1 -=E::.:C':::R:'=±::--++----.LI ---\;W.c,fi\i'. __ :-.. ..,. ___ 111r 11 \' ,/··i ~ I "" 100+54. 71 , BEGIN CURB & GUTl R, ---j,X~u•• :,,_. :1'M),, ~ I PAVEMENT, SIDEWALK z O ._>( V • ''.·• :· ·,: ':a;;· i ~< ~ -... -c . ;,r: INSTALL DEADMAN "' "' N PROP FACE OF BUILDING B"W I PROFILE HORIZ. VERT. n 1" = 20' 1 D = 2• 8 101+36.63 INSTALL DEADMAN CABLE ANGLE = 20' • 10 ., 101+70.73 INSTALL DEADMAN CABLE ANGLE = 20" 3 . "' , E*IS'F 'F0P 0F-l "ME01AN-Gl:JRB ,.n \ "' . I r . . • . '7 <J <I . . '7 -- j . ' • "' . <I \ '7 <J "' . -. . -8 • -. ' "' <l • -'7 . ID • I}'. . ' . "' ::::, . ,(.) "' '7 <)002', PROPOSED ROAD RIGHT-OF:.._WAY -~ ~ • -' '<i I}'. .-EXISTING ROAD R :HT 40F...SWAY~ §i!· ''v (/) w -~-----------. V /1 -.....,_ ~ ~ . . ...:..--- I-, ~<I>~~" m ' _S_TA_1_99_+_2_7+1_8....._. ____ .....__ ~ "'rn' . .. • '( \ t ~) -f ' ) \ ·.' ®~: ' .R'ffi , .' ~ _;. __ ~ • / z ~/v,Ax' A ~ ~= ----~Kx ~V"~.X)<Y"~~tXXYY I V ~ xrx-v V "'-/""'.,x.,-*~:,,;::... x _',,-C-x"-v/ Y~\/V"-,"-"' / ~ / ... /' .., , ✓ <-X 'v ~ > / ~.A • 1 / 1\,, / A A x x .x ,,. /',. -"'A v v ,,. \I.'~,., x ·, ,, , •• . v w v .A/\. -:.:x::: v vv, - V , I-STA 100+44.08 ,)< AAX )< v2_~-)(,;/j()/'_x,;,;:,9X..*'A ,: v , }(;x;~;f ~~<; )~ ; X' v v v_;(, COUNTY OF ORANGE ~ ~~~;y~~~~:~x ;;~~:-~ ~·~~~~ ;' 0 ~X><) >(~')(~('_r,.Xx:<xX~"-<✓"<>('.('✓~ ,/2j ( > X>lXYV'V\AXXYV~X I-' ' ;K / vv.. A r '/ ' ' / ' A y V M w' /'\. ·x X y / ',./ ' ,,,-, .,/' A '-y ✓, A )c X \t V '\. " /\ X )( ,n ):::')', )< <'x"><(XX~xx-YY\/\AXAX)<)<)<'/VX X y ~" ,, V vxxx U.1 ' .._ ~~,X ~~\.AXXY~i../~./ ~->< X'V~ xx X )( 44' I I E ------E ~ -T ----jf--.,,/ ________ T o::: ----1-T 0)1,VX: 0/'v\X x Y\{'V\XX v x ~ ~<YV ~ v 0 6 x)<>~ STA 100+0 1.06 CAMP S-ORl...,.VE--3"G fO O f<;<)<; ~ V '>( 3"G -"'--I ~V!V'-"' STA 200+06.oo BRIST )L ST N , , ~,.,A ><-• N2188647.5b, E60673~ 0.94 IA-'\A X ><:_ >(')(XX A A , -- -3'f --l-----~----++-'--/-.,..__::=:b~~\AR~270 ~n~=O====· =--aCWc· ~) ~O~· ~~O~· ~±=~IO==· ====O+=· ====-:o _==~-)0 ~ 10 t® , N~o-39' 20·~~0 er: INTY n~ nRA••..--r-102+00 , lU.) • g,v CITY >F NEWPORT BEACH • N 2"W-----------12"W ______________ _';J! ~ CAMPUS DRIVE ---L-------3"G -----r-3"G ----t---3"G ------3"G ------~"G -------,--3"G , U,) • II - ..-- --.. ~ <'.'.' LO 0 z 1-w Wo Io Cl) + WM w~ Cl) . w~ z Cl) _J I (.) ~ ~ STA. EXC. CU. FILL YDS. I I 196+44.84 INSTALL DE ,OMAN CABLE ANG E 45" ""' Ii lk! ' l ..:.:19,c_:,6c.,_+~50~.2~'=--------11/ 1/' BEGIN REIN ORCEMENT OF EXIST FaNCE I h -------r'1 11 ' I ' ' ' ' I I 197+29.91 INSTALL DE, OMAN rn CABLE ANGL :. 20· -------------;1 l 197+50.1: INSTALL DEi OMAN CABLE ANGL :. 20" 0 1'? MATCH LINE SEE BELOW LEFT STA. 198+00 STREET IMPROVEMENT CONSTRUCTION NOTES (D--coNSTRUCT 6" AC OVER 15" AB ' ' I r'1 12SXX1 ~OLD PLANE EXISTING AC PAVEMENT ~)~ MIN). TACK COAT ALL JOINTS AND SURFACESL AND CON UCT VARIABLE THICKNESS AC OVERLAY (2 MIN) . G>----::oNSTRUCT s· CURB AND GUTTER BARRIER lYPE A2-B PER OC PUBLIC WORKS STD. PLAN 120-2-0C @--!NSTALL B' HIGH CHAIN LINK FENCE PER SSPWC STD 600-3 WITH ADDITIONAL REINFORCING PER DETAILS ON SHEETS 16-20 ~ONSTRUCT 4" THICK SIDEWALK PER OC PUBLIC WORKS STD. PLAN 112-2-0C ~ONSTRUCT B" CONCRETE RETAINING CURB BARRIER lYPE A 1-8 PER OC PUBLIC WORKS STD. PLAN 120-2-0C @--REINFORCE EXIST CHAIN LINK FENCE PER DETAILS ON SHEETS 17-20 1. SEE DEMOLITION PLAN FOR REMOVALS. 2. SEE UTILITY COMPOSITE PLAN FOR DISPOSITION OF EXISTING UTILITIES. DELTA RADIUS LENGTH TANGENT 1 89'59'35" 35.00' 54.97' 35.00' 20 0 10 20 40 80 ~ l~I l __ ~I ( IN FEET ) 1 inch = 20 ft. I fi'l II ! , ,., I ~ I I -0, -:s:· I I I I I -:iE I I I I I N I I I RECORD DRAWING ~ ., C 0 ., ·;; " I}'. C 0 ~ c.. 1-z w ::;; w ~ c.. ::;; 1-w w 0:: I-en ...J <( w (/) ...J <( w (/) • >, ID " -0 C a. ·.:: u ., ., C ., -0 C -,:, .,,_ .c u C 3: 0 '-0 ., -0 C <.O ~ 0 N I-<.O Cl) . CD ...J w ~ 0 z ., g I-<( <( 1:; <1l Cl) _J ,-Z O :ii -a:: a:: a:: o:'. z ~~ Iii Ill o:'. ~ ;:i ~ ~ ---,.w • N .; • ....I z >-0... o:'. I-~~ I "' o 1-"'6 8 S zU N & Cl) I i5bl 'T => (9 '~ ro I a..n::: g§ "a. LL ,.-~ ~ co ~ <( N ~ (1) t) oS ::;::::; +-' z ..--~ u a, ~-~ -~~ (/.) a.. c.. ~ Approvals _ ____ _.;...;...._ _____ ~ ~ ·i PM Manager, Airport Development 02/03/2015 Date E l § I 1----P-l-an_N_o_. ----,.... 0 ; 41090-J115 1----------1< Sheet ST 4 of 43 Ex p . CIV I L CURVE DATA GRAPHIC SCALE NOTE CURB OPENING FOR BIOSWALE OUTLET BIOSWALE TYPICAL SECTION CURB OPENING FOR BIOSWALE INLET 55 53 51 57 55 53 CU. EXC. DS. FILL g ' -G 0 -+ e ~- .c ~ -{Jj . , _,_,_ 0 LJ- • .,,., ' ~-1±1 "' 1:-::'.-----------+----------~s~ ' 1--' ,~------------1-------------<~,. <D -------------1-----------= (15 - . , ' ,, -. • ' ' -~ w~ ~··~'f-----------ro .~ ~ ~ . m:LO ~t-+----------~i ~ - V ~ 00 !tt===============±================i=========T==E-~.(1.8.I (3_f-flJ:J.~tl AttB.0.la> ;;,--• w r-A-~ ' -' s( e , - -E)a d 0 _(.) 0 ill ,,:, * Q ~ ~ < -,.... -ti> - , -- 103+00 103+50 104+00 104+50 105+00 <1 <1 - • <1 q <1 -• <1 <1 - ' <1 q <1 " 103+1-d.63"' - "' / INSTALL DEADMAN --<l q <J "' -• ' "' __::..-..-- GABL_E f',,l)IGLE <F 20" • --q _ _ <1 ~ 8 &! --'8 -s • '103+v!-7.73 "' _ , "' -:3,..,: q . -<1 / INSTAtL DEADWiN ~ en -• -CABLE -· -20' ± <1 - • <1 - ' <1 <1 <1 PROFILE HORIZ. 1" = 20' VERT. 1° = 2" _ , "' "' .-PROPOSED ROAD RIGHT-OF-WAY 0 <1 "'q -_ --4 ®7 - -EXISTING ROAD RIGHT-OF-WAY~ 4 ~~ ____A I . 8 Ill Gr I,\_ w r~(~IN~+-------~-=.-lf"""!--_•<0-~~~=--=ll='==i==-=11=.=.;;F-11=aJ==.-~~-~~ \ 1-00 1 o4+ oo N40" 39' 20"E , I 105+00 J_ •• ' ,-, 105+50 - 0 -U 106+00 9 106+00 106+50 STA. EXC. CU. FILL YOS. ,. , " " . , "' 1.5' 1.5' 1.5' ,V "in ci ROOT BARRIER WHERE SHOWN / ROCK SLOPE ON PLAN. SEE SHEET LLP FOR _ __,. PROTECTION (RSP) LOCATION, MANUFACTURE AND FILTER FABRIC PLAN a• CURB a• CURB , . , I I ,,; 4' CAMPUS DRIVE NTS I 4' I j ,o• CURB \~ , NOT TO SCALE t,,' I 4' I r____ 8" CURB r____ 8" CURB J.-_.!..-,"' .....J__J.l-1"-;'C-UR--<:;;B " -; ~ \ \ \ ~ FLOW DIRECTION ~=---___.-! NOT TO SCALE STREET IMPROVEMENT CONSTRUCTION NOTES (D---coNSTIRUCT 6" AC OVER 15" AB @---?OLD PLANE EXISTING AC PAVEMENT (2" MIN). TACK COAT ALL JOINTS AND SURFACES• AND CONSTIRUCT VARIABLE THICKNESS AC OVERLAY (2 MIN). ~ONSTIRUCT 8" CURB AND GUTTER BARRIER TYPE A2-8 PER OC PUBLIC WORKS STD. PLAN 120-2-0C G)--1NSTALL 8' HIGH CHAIN LINK FENCE PER SSPWC STD 600-3 WITH ADDITIONAL REINFORCING PER DETAILS ON SHEETS 16-20 @---coNSTRUCT BIOSWALE PER DETAIL ON SHEET 5 @---:;oNSTIRUCT 4' WIDE CURB OPENING WITH o· LIP AT BIOSWALE ENTRANCE PER DETAIL ON SHEET 5 ~[CONSTRUCT CROSS GUTTER PER QC PUBLIC WORKS sm. PLAN 122-2-0C .,---' , 0 '-'i-0 -=-, .. -1 -0---0--=-· ---0-· -0 ------,,;~ / \. rrl E E ~ONSTIRUCT 4' WIDE CURB OPENING WITH 1 " LIP AT BIOSWALE OUTLET PER DETAIL ON SHEET 5 1. SEE DEMOLITION PLAN FOR REMOVALS. 2. SEE UTILITY COMPOSITE PLAN FOR DISPOSITION OF EXISTING UTILITIES. T 12"W T p II, T E '-, ~ (', \ DELTA RADIUS LENGTH TANGENT 12"W \ 1 17'06'19" 180.00' 53,74' 27,07' AR269 '-..... E -2 17'06'19" 180.00' 53.74' 27.07' 3 50i6'26" 30,00' 26.32' 14.08' T I -\/ ,, I 107+00 --------------~-_____ _.~----~UNTY OF ORANGE Cl OF NEWPORT BEACH I ----------~ __ ..___.,_ _____ -_________ __.__._ -+-~-----------+--------- CAMPUS DRIV = 20 0 10 20 40 80 1----3"G -------3"G -------3"G -------3"G ~----,--3"G -------3"G -------3"G \ 3"G 3"G 3"G 3"G ~ I I I I (l) ( IN FEET ) 1 inch = 20 ft. I r ' r=-- RECORD DRAWING ~ ., C 0 ., ·;; " 0:: C 0 ...I <( w Vl ...I <( w Vl • I- C/) ...J w Oz I-<( <( Cl) ...J ,_z -0:: 0:: >, [D " -0 0 a. ·.:: u ., ., 0 ., -0 0 --,:, -" _c u C 3: 0 '-0 ., -0 0 (,0 ~ 0 N (,0 . CD w LL ~ o:'. z ~~ Ill o:'. ~ ;:i ~ ~ ---,.w • N .; • ....I z >-0.. o:'. I-~~ I "' o 1-"'6 8 S zU N & Cl) I i5bl 'T => (9 -~ ro I a..n::: g§ "a. LL ,.-~ ~ ~~ <( ~ (1) t) oS ::;::::; +-' z ..--~ u a, ~-~ -~~ (/.) a.. c.. ~ Approvals _ ____ ,;,,,,;,. _______ ~ ~ ·i PM Manager, Airport Development 02/03/2015 Date E l § I I---P-l-an_N_o-.-----1,,.... 0 ; 41090-J115 1-----------1< Sheet ST 5 of 43 Ex p . CIV I L F E D C B A UTILITY COMPANY AND CONTACTS GRAPHIC SCALE NOTE: NOTES TO CONTRACTOR MESA WATER STANDARD WATER CONSTRUCTION NOTES G 171 BRISTOL STRl';E 1 ] G 1 \ JIWl LANDSCAPING , COUNt-vOF V ORA~GE / I (11JGK-~ ~ _ IRRIG I . I ~ \"" ~, I I • --' E --; APPROXIMATE LOCATION O I RO OSED \ ., COMMUNICATIONS CONTROL "P ,NE~ BOX ,v AND EQUIPMENT. , "\ ~ • (9 ]G FIBER OPTIC ~ ff .,--.. __ SEE TRAFFIC PLAN _ / 1/ I_,. ,,---FOR TRAFFIC SIGNAL ~ ] I 1' RELOCATION , 8 • PROPOSED ROAD RIGHT-OF-WAY-K -10 G ,✓, 1 ] C HBB • ~ 8 ~ ,,,/' ' 4 F IMTRGA • u EXISTING ROAD RIGHT-OF-WAY- >-4 _:,,----~ - 8 SEE TRAFFIC PLAN - FOR TRAFFIC SIGNAL RELOCATION j <l "' <l <l <l . . ., ' • • <l <l <l <l <l <l <l <l <l . . ., <l I ~::~~'"' %-? ~ . //~-1-J;~O~uli~fJ;; H ,~',:~ ~ ~-. _,~~ I •• ·" /,J .,- r:i._ \MWL(12]C~ 0 110JGI F >5,( 8 J'(; I LP,LST • F - / I -J'G ---~ . . I 12"W . ' ., <l ., . ' ., q SEE TRAFFIC PLAN ~ ~ :~ ;, ~ 1 '-1 ' FOR 1AFFIC SIGNAL ~ -0 t_, _ _ ~ \ '- RELOC TION. L.{5]DI 2]C CBXEL MTRWA I 4" PVC DW o, J 0 N '}:- Iii...<\_ N <1 ., . ...-{5 )SCO " ~ '-.../ 'A MHVLT(13 l D: • 1 ( \ • I ' . CITY OF NEWPORT BEACH CAMPUS DRIVE E - 103 --~ <l ~ , :J • ~ ,. , I ~; ~ 0k <l ., --• ., -., "" ---, • • ,. , ,j I ~~ ., •• • <l •. ., ;_PR~P~~ED ~~AD RldHT-:-~F"vWAY. <l ~ NEW HANDHOLE ' ~ ' I I (~ <l ., • ' q . ' ., ., _ "v. . <l ,...,.E~TING ~OAD R1-· -~ -· WAY MWLQJ:TI-1 ~FOR FIBER 72 l~IR . c-L I ~ . , "" ., • • • SEE TRAFFIC PLAN , , • • ~ ., I' i'-\ . <l ., <l • . ~ FOR TRAFFIC PULL e q\ 4 ] D IPBXLI -q c-' • I N-.LSCE EASEMENT <:7 ---r:<✓.:;;::, r BOX RELOCATION --· -r{9l10]GI _ MWL\1 ]Ch / 13]DIVL "S: ' , "" 1 1]F MTRGA ·' . I INEW r;:P;---;.Q:;-_-;:;c.~LO"'C~A"Tl;--;Oc;.N,----;.IN.-.=F"'RO"'Nc;,T.---{_D-.., t:::=-=~-~S:::::::/::; '=~~~-~·==;;-===;;:::::==; "-.,~ VL TEL( 5 JD h 1 F \\ / 1 ' ' -t--OF I TLANTIC BLDG. 810 LF le .. F-111··-t---x ------x ~ .. .. .. l::::--i~-f1-/--~ "-. '--1 -I NEW CABLE, 100' ROLLUP @ 1-~--------------E 1 , X 1 •• ----"-. ----fl v !' w1'---'-'-~' <I I ENDS 15 20 fl.. IN PULL BOXES ... _c. • ----"""-l \ ., ., I r ' I-,,,.....-\ ~ _ , ----;::;-----:..• -)\'._ _1 1 ~ 11 ('":""")F-(1 C MljWA \ 6 _,,.....-_ ., _ ~ cc.-~ , " / ~ '-...r' '---f(_ 1 l F J\_,"I,..r o::: n 7 . • , • , '"' , , • ~. --_......, • )Fi~-;:-· '-__ E'" ""'~ , -,...-; ~ ~J--._ '-\ G v~ 1 D I ) ~ _lCI ,~, --Fl""' --• ~ --~ ~ , -~ ;:::::--, -, • ~rh' -_-"'-~-I'_)_"-r-~ WJµ VPl1//~ / ;-(9 , I 10] GI ~i :-~t ~ -'----"or::;;---\5]GI ,,.,,~\ ; ~ ':,~t-~--~ "'/ ow ~ = ~ FIBER OPTIC I VIL ~3 GIFIBER op•Ic MH ..--W t ---' , l-1 1 ]Cl <( en VPP( 1 ]ID i-t'J 11TRW 1-w t-1 -~----:::~---L _J \ cnz v-~ 1--------r-:::::C====~==~TL.:=~,,====-:~~c===~TL.:=~r=,===-==7~=::.lT-=="rr====-==c-:===¥T-==-rf-,t=\==j==-?2f==--===::..!.T~~r:::;;;;:;::::~;;~~;;;;~~71~,====T __J 12"W-----------/ ( J / \ T ~r<JN,,__ __ _ 12"W----,'---------12"W----~-,L------12"W-------t----f/+-12 W / 12"W---ll------="="'=!l=--tt'>"'-----12"' I / I / ,, ' C) ATV CATV -----------CATV---------~' -/ 1 ' E ~ '' \ ~------T ----------T ----------T ----------T ----------T -+-----T ------·,\----f--T () +00 • 0 0 0 0 0 0 104+00 SEE SHEET LIP AND SHEET P1.1 FOR ADDITIONAL UTILITY INFORMATION 1. CONTRACTOR IS TO PROV1DE GEOPHYSICAL SURVEY TO FIELD VERIFY AND MAP EXISTING UTILITIES WITHIN AIRPORT PROPERTIES AND WORK LIMIT PRIOR TO CONSTRUCTION. \ 0 0 \ 105+00 106+00 CAMPUS ORI E COMPANY NAME CONTACT PERSON PHONE NUMBER □ CITY OF NEWPORT BEACH (ELECTRIC) MARTIN ELIAS (949) 644-3015 0 CITY OF NEWPORT BEACH (SEWER) MARTIN ELIAS (949) 644-3015 □ MESA WATER DISTRICT (MWD) PHIL WEST ( 949) 631-1291 x5483 □ SOUTHERN CALIFORNIA EDISON (SCE) TIM MCGINNIS (714) 895-0631 1. ENGINEERING PLAN CHECK/INSPECTION FEE AND PERFORMANCE GUARANTEE BOND SHALL BE PAID AND APPLICATION/PERMIT (A.P.) COMPLETED BY THE APPLICANT PRIOR TO THE APPROVAL OF THE PLANS AND ISSUANCE OF THE A.P. FEES SHALL BE IN ACCORDANCE WITH MESA WATER RATES AND DEPOSIT SCHEDULE. 2. CAPACITY CHARGES SHALL BE COLLECTED BY MESA WATER AT THE TIME OTHER FEES ARE COLLECTED PRIOR TO APPROVAL OF PLANS OR SERVICE AGREEMENT, WHICHEVER IS FIRST. THIS FEE SHALL BE IN ACCORDANCE WITH MESA WATER RA TES AND DEPOSIT SCHEDULE. 3. WATER MAINS WILL BE INSTALLED ACCORDING TO THE LATEST STANDARDS AND SPECIFICATIONS OF MESA WATER. 4. CONTRACTOR TO HAVE, ON THE JOB SITE, A COPY OF THE LATEST STANDARD SPECIFICATIONS AT ALL TIMES. 5. CONTRACTOR TO NOTIFY MESA WATER 48 HOURS PRIOR TO CONSTRUCTION (PHONE: 949-631-1291 -INSPECTION DEPARTMENT). 6. A CASH PERFORMANCE GUARANTEE BOND SHALL BE HELD ONE YEAR AFTER MESA WATER'S NOTICE OF COMPLETION TO GUARANTEE WORK PERFORMED BY THE CONTRACTOR. 7. SEPARATION BElWEEN SANITARY SEWER AND WATER MAINS WILL BE 1 O' HORIZONTAL. 1' VERTICAL 8. A 15' WATER MAIN EASEMENT WILL BE GRANTED TO MESA WATER FOR MAINTENANCE PURPOSES, 5' FOR WATER SERVICES (7,5' EACH SIDE OF MAIN; 2.5' EACH SIDE OF SERVICE). 9. SERVICE LATERALS WILL BE SET TO GRADE BY CONTRACTOR PRIOR TO THE INSTALLATION OF WATER METERS AND BOXES (PER MESA WATER'S STANDARD DRAWINGS #1, 1/2 AND 1/3). 10. WATER METER WILL NOT BE INSTALLED NOR WATER TURNED ON UNTIL THE BACKFLOW DEVICES REQUIRED FOR THE BUILDING AND IRRIGATION SYSTEMS HAVE BEEN INSTALLED, TESTED, APPROVED, AND CERTIFIED. CONTACT CROSS CONNECTION CONTROL AT 949-631-1291. 11. PROTECT EXISTING UTILITIES IN PLACE. 12. WATER MAINS WILL HAVE 42" MINIMUM COVER TO FINISH GRADE. 13. RAISE EXISTING WATER VALVE COVERS TO GRADE (PER MESA WATER STANDARD DRAWING 1/14). 14. INSTALL FIRE HYDRANT PER MESA WATER STANDARD DRAWING #4 OR l/4B. 15. INSTALL BLOW-OFF PER MESA WATER STANDARD DRAWING 1/9- 16. WATER MAINS WILL BE TESTED AT 225 P.S.I. FOR FOUR HOURS. 17. BACKFILL MATERIAL IN PIPE ZONE WILL HAVE A SAND EQUIVALENT OF 30 OR GREATER. 18. THE BACKFILL ABOVE THE PIPE ZONE WILL BE COMPACTED PER MESA WATER STANDARD DRAWING #18, AND BE IN COMPLIANCE WITH C.C.M. STANDARD DRAWING 813. 19. CHIP 2" "VI' IN CURB FACE TO IDENTIFY WATER SERVICE LOCATION. 20. INSTALL THRUST OR GRAVITY BLOCKS PER MESA WATER STANDARD DRAWING #11 OR #12. 21. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL UTILITIES PRIOR TO TRENCHING. 22. CONTRACTOR TO INSTALL TEMPORARY TAPS FOR TESTING AND CHLORINATION PRIOR TO CONNECTING TO EXISTING MAINS. 23. CONTRACTOR TO RETURN ALL MATERIALS REMOVED TO MESA WATER YARD, EXCEPT A.C.P .• BROKEN CONCRETE, AND NATIVE SOIL 24. WATER METERS AND BOXES TO BE INSTALLED BY MESA WATER BUT PAID FOR BY OTHERS. 25. A REDUCED PRESSURE PRINCIPLE ASSEMBLY WILL BE REQUIRED ON ALL WATER METERED SERV1CES TO ANY CONDOMINIUM UNIT OVER TWO STORIES OR FIVE OR MORE UNITS ON ONE METERED SERV1CE. CONTACT CROSS CONNECTION CONTROL AT 949-631-1291. 26. IRRIGATION METERS WILL REQUIRE A REDUCED PRESSURE PRINCIPLE ASSEMBLY. 27. IN LANDSCAPED AREAS, NO TREES SHALL BE LOCATED IN MESA WATER EASEMENT OR WITHIN 7.5' OF ANY MESA WATER FACILITY. 28. A REDUCED PRESSURE PRINCIPLE ASSEMBLY WILL BE REQUIRED ON METERED WATER SERVICES TO ALL INDUSTRIAL BUILDINGS. 29. A DOUBLE CHECK DETECTOR ASSEMBLY WILL BE REQUIRED ON FIRE LINE SERV1CES 2" AND OVER. 30. FIRELINE SERV1CES SHALL NOT BE TURNED ON UNTIL THE MESA WATER ENGINEERING DEPARTMENT HAS RECEIVED A LETTER FROM THE OWNER, OR OWNER'S AUTHORIZED AGENT, REQUESTING IT AND STATING THAT THE PLUMBING IS READY FOR THE FIRELINE TO BE TURNED ON. THE LETTER MUST ALSO CONTAIN THE MESA WATER FILE NUMBER, SIZE AND SERIAL NUMBER OF THE DEV1CE, AND JOB ADDRESS. 31. EASEMENT DOCUMENTS MUST BE SUBMITTED AND APPROVED BY THE BOARD OF DIRECTORS PRIOR TO METERS BEING APPROVED FOR INSTALLATION. 32. IF A 13D FIRE SPRINKLER SYSTEM ISN'T A FLOW THROUGH SYSTEM, THEN A TESTABLE BACKFLOW DEV1CE NEST TO BUILDING WILL BE NEEDED. MESA WATER INSPECTOR TO VERITY FLOW THROUGH SYSTEMS. SEWER CONSTRUCTION NOTES A__,BANDON AND CAP THE SEWER LATERAL PIPE FROM THE ~AINTENANCE BUILDING AND CAR WASH WATER CONSTRUCTION NOTES ~NSTALL 2• COPPER AND 4" TO 2" REDUCER. SEE DISPOSITION NOTE #2 BELOW. ~ONSTRUCT 2" IRRIGATION SERVICE DISPOSITION NOTES ~ROTECT IN PLACE @---RELOCATE EXIST WATER METER PER MESA WATER STD #3, EXTEND EXIST SERVICE LINE PER MESA WATER STD #2 AND INSPECTOR'S REQUIREMENTS WITH TRENCHING AND RESURFACING PER MESA WATER STD #18 AND PER CITY OF NEWPORT BEACH STANDARDS. @---ADJUST TO GRADE @--To BE RELOCATED BY UTILITY COMPANY ~EMOVE @--INSTALL @---RECONNECT 2" REDUCED PRESSURE PRINCIPLE BACKFLOW DEVICE PER MESA WATER STD #23. RECONNECTION OCCURS BETWEEN WATER METER AND IRRIGATION. @--RELOCATE STREET LIGHT ON NEW FOUNDATION ~EMOVE EXISTING COMMUNICATION CONTROL PANEL, BOX AND EQUIPMENT AND INSTALL IN NEW CABINET AT LOCATION SHOWN ON PLANS. NEW CABINET SHALL BE 334 CONTROLLER CABINET MANUFACTURED BY McCAIN INTEGRATED SOLUTIONS OR AN APPROVED EQUAL DETAILS OF THE CABINET ARE INCLUDED IN APPENDIX D OF SPECIAL PROVISIONS. REMOVE AND REPLACE EXISTING CONDUIT AND FIBER OPTIC CABLE PER LIMITS SHOWN. ~NSTALL (2)-4" CONDUIT AND PULL BOXES FOR FIBER OPTIC CABLE @---RELOCATE EXIST BACKFLOW PREVENTER ~ELOCATE MONITORING WELL @--ADJUST TO GRADE BY UTILITY COMPANY 2. CONTRACTOR SHALL PROV1DE WORK WINDOWS AND COORDINATE WITH THE VARIOUS UTILITY COMPANIES WHO ARE SELF PERFORMING THEIR UTILITY DISPOSITION AS NOTED ON THESE PLANS "TO BE RELOCATED BY OTHERS", □ AT&T (FORMERLY PACIFIC BELL) SWATTI TANNA (714) 237-6021 20 0 10 20 40 BO 3. CONTRACTOR SHALL SAWCUT AND TRENCH FOR NEW UTILITY LINES AS SHOWN. REMOVE AND REPLACE EXISTING AC OR CONCRETE PAV1NG TO MATCH EXISTING. □ SOUTHERN CALIFORNIA GAS COMPANY □ COUNTY OF ORANGE (JWA) WILSON BALDELOMAR (714) 634-5091 ~-1 KORY HARIRI (949} 252-6090 I I I ( IN FEET ) 1 inch = 20 ft. RECORD DRAWING C 0 z :'.5 a. w f-en ~ ::ii: 0 (.) ~ -' f-::, _J <( w (I) _J <( w (I) PM Manager, Airport Development 02/03/2015 Date u 6 of 43 >, [D ., -0 0 a. ·.:: u C/l ., 0 Q) -0 0 lJ .,,. .c u C 3: 0 '-0 Q) -0 0 <.O ~ 0 N <.O . CD w LL GRAPHIC SCALE I I I JU 1; r .v-:, \ 1 ,l 4J- L v , I / 1· I I , ' l z • I I- I Cf) '__J \ o' 0 -+ Ol ' q • ' q q q • ' q q t ~WIii V✓·-~., q <J • ' q 'v q <J q 'v <J 'v q q <J q 1 19,l 2 r, I~ • • 'v <J • ' q 'v q <J q . • q 'v q <J q • ' q q • ' q 1 q 'v <J q . . 'v ~ ---------------\ (.24 .,1 ~ ., • ., /7 J 2 fnl · ..-1'\ riJJ2B;.29J • ~JLI) ~ (.2~ (JJ,12 J -~~-~ ~ ......--:.- 0 ~ e1\ ' "" ' A X ~~---~ -Z.~ i --.____._ ~ '<-°r __\..:--\ v ..o 1J2~ ~ \ \ I -~ °'t;: • • •• 01 ! i ' ' . I l . . ~ -\. ~-~ ~ . . , . , , . , ' ·., "J • • • /~ L'. " " ¢' '.''V :J " • ½.-:1 • ', -~ t-,' • • ,~ ~ . ,' '-.L '-.'.'./'_.JO '-. '"° n =. ~ ,-' ,, ½ ;:':'.: \ , ,' ~' ' ; ' r .= § o ---~, ~ , -l ~ ~ , , 2' IJ. <i-00 / .--\ := ~ o+ ...._ • , -,-J, f/7'I7~ V---Ai.. ~ "" ~ ~-~ -.:--l.1..1.2~ LU • • , --="" ' , . ... ~ -..._ '-C ITT W g . • q q 'v :-· -~/I~. x-----x - bi-~J!!o'IL======;:~============4=o=o=·=========~~~tp~ic==-=::::,~~,~-~~f-~=~---~=~--~~~w..-V'1 '• : >,; ,a! \''1 'h. {"~ ---'"'---'_ ,-:,_~_1J2JJ ___ ___ --=-, ~...J ~ ~,. VJ11Y · --< U''!) -I I I-WHITE LANE LINE,-< V!,l 1J-l:S::::: 'C,4.-!-J L -I O -INSTALL 4" SOLID 6_,--------f20ltl-.i l 2 1l 'J-I~ , ~ so· LONGL i_::1,:======:I:"'s; ....... "'~~;~::::::::---------T _ _____.;2~5~1~· ___ ---=s:::~----11:~c~~ ' 0:: • ./ \ ...___ 0 ,.., ~ f-2 I ca (1411j--' ~ ~ ~ -- --:::-it) ~~ ~~ g Q ----0 ~' 0 (.1511.J-0 0 0 0 0 f · 0 0 0 Q • 104+00 SIGNING & STRIPING CONSTRUCTION NOTES []--PAINT ill--REMOVE ffi--lNSTALL @--PROTECT SIGN AND PAVEMENT LEGEND r;,. "3-7R ~2S(S)(CA) _ ATTACH TO LIGHT OR TUBULAR SIGN POLE IF NECESSARY @--Rs-1 ~61 (MOD) -DETAIL A (ON POLE) @--Rs1 (MOD) -DETAIL B ~77 (v----R3-4 ~1-1 @---R5-1 ~3-1 (ON LIGHT POLE) @--R3-2 (ON SIGNAL POLE) ~3-18 ~-SOLID WHITE, DETAIL 39 ~12" SOLID WHITE LIMIT LINE @--a• SOLID WHITE, DETAIL 38A ~-SOLID WHITE, DETAIL 388 lrl,___,.,ROW lYPE IV AS SHOWN ~STALL "BIKE LANE" AND ... AS SHOWN @---lYPE I PED BARRICADE. INSTALL R9-3 ~-SKIP WHITE, DETAIL 9 @--·soUTH FWY 73" AS SHOWN ~VERHEAD SIGN -DETAIL C 1oo+ab , =+--•----4---------t-.=~o----------as,.;::::::=---~---' 0 0 j ,,--+--• ' 102+00 .,. 1 1+00 jJ_ COUNTYOEQBAf:illl= --QX714Y . I-CITY OF Nt:WPORT BEACH l J 14 lJJ4Y ' ' @--"NORTH FWY 73• AS SHOWN ~"BRISTOL NORTH" AS SHOWN @----<;28-2, M3-3, M6-3 N 'v <J q 'v <J q ·" • ' q q • q 'v <J q 'v "~X -4CX,..---X-.~---ll----t::;--- □ 0 1 17 2 4 26 1 6 4 JJ 2 CAMPUS DRIVE J 25 0 0 0 0 4 J 105+00 f--------t-+o_o __ ---,;;,.;~CO~U~NTDY~OtF?!ORRATBNEGAJEru=-------=I ----------CITY OF NEWPORT BEACl:l- STOP R1 -1 ONE WAY IJ R6-2 R3-1 R9-3 I STOPPING ANY TIME R26(S)(CA) R3-4 I PARKING AIY TIME -R28(CA) ~ BIKE LANE R81(CA) RIGHT LANE MUST TURN RIGH T R3-7R ~ R81 B(CA) R3-18 D11-1 106+00 BEGIN RIGHI IURN LANE Rjt4 YI ELD TO BI KES G28-2 J 4 CAMPUS DRIVE <J J 10 <D 9 J -N I"') J 4 107+00 •t C ONE WAYI R4-7 R5-1 R6-1 ISOUTHI [lJ M3-3 M6-3 ~• SKIP WHITE, DETAIL 39A (ErR4-4 ----------=-=-===~/===- ~81 (CA) (ON SIGNAL POLE) ~81 B(CA) (ON SIGNAL POLE) ~3-5(R) ~6-2 ~4-7 0 ~ - -lij- 2 J 108+00 125'± • 0 1J 1 0 0 2B J □ N 20 0 10 20 40 ~r---1_i----1 ... --1 I-- Cf) __J -<( :::::, a • '7 80 I 2' 5' 11' LANE @---R28(CA) ~4-11 (ON SIGNAL POLE) @--INSTALL BIKE SHARROW AS SHOWN ~• SKIP WHITE, DETAIL 40 NOTE: 18.5' 11' LANE 12' LANE OVERHEAD SIGNS-TUBULAR DETAIL C NOT TO SCALE l!l:1 ~ REFER TO STANDARD PLAN S31 OF CALTRANS FOR SINGLE POST TYPE LAYOUT AND PIPE SELECTION UNO PEDESTAL PILE FOUNDATION REFER TO STANDARD PLAN S37 FOR THE RO (' I' ONLY ONLY DETAIL A Dr ff ~ ONLY ONLY ONLY DETAIL B 21' ( IN FEET ) inch = 20 ft. RECORD DRAWING ., C 0 ., ·;; " 0:: _J <( w Vl _J <( w Vl PM Manager, Airport Development >, [D " +' 0 0 a. ·.:: u ., ., 0 ., +' 0 0 --,:, ,:, _,: u C 3: 0 '-0 <.O . CD w LL § 02/03/2015 ~o> Date 1----;P:;;l:::an:;---.N;;:;o-. -, .:; 0 : 41090-J115 1-------7 :; Sheet SI 7 of 43 ~ ! C PHASE DIAGRAM GENERAL NOTES STANDARD ELECTRICAL NOTES CONSTRUCTION NOTES POLE SCHEDULECABLE AND CONDUCTOR SCHEDULE DETAIL A (NOT TO SCALE) AWG SIZE, WIRE STD OR CABLE TYPE PHASES 1 ¢6, ¢8 12 csc ~ ¢6 @) ¢5, ¢6 5 ¢2, ¢5, lll2P 6 -/¢2PPB (j) ¢8 3 csc 8 ¢2, ¢6, ¢2P /¢2PPB TOTAL 1.1.S.N.S. #12 SPARES TOTAL SIGNAL & SIGN COM. #10 LUM IN AIRES TOTAL SERVICE TOTAL ¢2 ¢5 DLC ¢8 TOTAL * CCTV VIDEO RG-59 U COAX CABLE • CCTV CONTROL BELDEN 9493 EVP CABLE M-138 6 STRAND SMFO DROP CABLE IN 12 10 MICRODUCT CONDUIT SIZE EXISTING 1/0 1/0 1/0 1/0 2 2 3 3 5 5 1 1 2 2 3 3 3"(N) 3"(N) RUN NUMBER 1/0 1/0 2/0 2 3 5 1 2 3 1 1 1 1 2 3"(N) 1/0 1/0 1/0 1/0 3/0 2 3 5 1 2 3 8 8 1 1 1 1 2 4"(N) 1 /1 1 /1 3 3 1 1 2 1 3 6 1/0 1/0 1/0 1/0 1/0 0/1 1/0 1 /1 6/2 6 6 2 2 3 3 2 1 8 8 19 1 1 1 2 1 2 1/2" 2-3" 0/1 1/0 1/0 1 /1 1/0 3 3 3 3 1 1 2 2 3 3 3 3 3 3 5 3 5 3 3" 2" PERCENT FILL 1 0 1 0 26 22 22 34 17 31 (N) -NEW * -FURNISH AND INSTALL NEW CCTV CABLES. SALVAGE EXISllNG CABLES TO CITY. NEW CCTV CABLES SHALL BE COHU MODEL CA 295M INSTALL NEW CONDUCTORS THROUGHOUT EXIST 2"C, 2 DLC PULLROPE, FUT. I.C. [")------------1------ IRVINE AVENUE -------...... ' ' --i:-'j ..---- i --~ 275' TO .X-WALK I{) I I ,J'- 8- 97 I I I I ._ _ _, '---~ ---------1------ ¢1 _) ¢5 EXIST 2" C, 48 STRAND SM FO, #10 GREEN WIRE, IN 12/10 MICRODUCT TO CONTROLLER AT BRISTOL ST S ¢2 ◄----► ¢6 ¢7 ADVANCED DETECTION SPEED: CAMPUS DRIVE NORTHBOUND = 45 MPH CAMPUS DRIVE SOUTHBOUND = 45 MPH BRISTOL ST N = 45 MPH 99 -I ¢8 in ~ -~ ~ 0 ~ -~ ~ -~ ~ ' , --~'-\__ V ' I I I I ... _,, ... __ ,,..._,, , N .. ~ EXIST R3-5 I EXIST 2•c,------{ 48 STRAND SMFO, 1 , #10 GREEN WIRE, I I IN 12/10 MICRODUCT I EXIST 1 1 /2"C, ~ 2 DLC i i i i I I EXIST 2"C ------'<I, I 48 STRAND SMFO, I #10 GREEN WIRE, ' , IN 12/10 MICRODUCT I 1 I I l.. in ,,, I EXIST 2"C,~ 48 STRAND SMFO, , #10 GREEN WIRE, I IN 12/10 MICRODUCT + POLE DATA SIGNAL H.P.S.V. LUM SIGNAL HEADS AND NO. TYPE HEIGHT M.A. M.A. WATTS VEHICULAR M.A. G) 24-4-70 30' 35' 15' 250 SV-2-T 2-MAS @ 1-A(N) 1 o· - - -TV-1-T(N) - G) 29-5-1 OO(N) 30' 50'(N) 15'(N) 250(N) SV-1-T(N) 3-MAS(N) © 1-A(N) 1 o· - - -TV-2-T(N) - ® 29-5-70 30' 55' 15' 250 SV-1-T 3-MAS ® 1-A-7' 7' - - - - - (z) SIGN BRIDGE 22· - - - -2-MAS ® 1-A 1 o· - - -TV-2-T - MOUNTINGS PED PUSH BUTTON PEDESTRIAN PHASE QUAD - - - - - - - - - - - - SP-1-T - - -2P NW - - - SP-1-UM 2P SE ■ POLE LOCATION "B" "E" "c" --7' 2.5' -18' -3' -12· 3' o· -3' -o· 6' 14' -2.5' EXISTING 2· -3' 1.I.S.N.S. (DOUBLE FACE) Bristol St N - Campus Dr(N) - Bristol St N - - - 1. THE BRISTOL ST/CAMPUS DR TRAFFIC SIGNAL IS OPERATED BY THE CITY OF NEWPORT BEACH. REVISIONS TO THIS PLAN SHALL BE APPROVED BY THE CITY OF NEWPORT BEACH PRIOR TO CONSTRUCTION. 2. TRAFFIC SIGNAL AND HIGHWAY LIGHTING CONSTRUCllON SHALL CONFORM TO THE LATEST REVISION OF THE STATE OF CALIFORNIA STANDARD PLANS AND SPECIFICATIONS, THE CURRENT EDITION OF THE CALIFORNIA M.U. T.C.D., AND THE DESIGN STANDARDS PUT IN PLACE BY THE CITY OF NEWPORT BEACH TO BE CONFIRMED BY CONTRACTOR. 3. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURAllE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. THE CONTRACTOR, HOWEVER, IS REQUIRED TO VERIFY THE EXACT LOCA llON OF UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE OR INTERFERE 'MTH THEIR SERVICES. THE CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISllNG UTILITIES. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES A MINIMUM OF TWO BUSINESS DAYS PRIOR TO START OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF CONSTRUCllON WITH THE VARIOUS UTILITY COMPANIES INVOLVED. ALSO NOllFY CITY OF NEWPORT BEACH INSPECllONS TWO BUSINESS DAYS PRIOR TO CONSTRUCTION AT 949-644-3311. ALL EQUIPMENT IS EXISTING EXCEPT AS NOTED: (N) -NEW (R) -RELOCATED z I-en J3. 12' 1·. • ¢ ¢ • l "' • ¢8 • INSTALL 2"C, 3 DLC . 7-¢6 ~ 6 ------------ I / 1 0 ' ' ' \ " I ' ~ EXIST R5-1, \:..,) R5-1A ' I ' ' ' ' ,, , l._i,, I , ~ ' -< ' >-' ')--' ~-' , _, I ' I I \ I ' -, ' , ___ ,_ _.!. ___ 7_ ----- a'.) I a'.) a'.) $ _,_ Q .. I ,L.., I I w ,-. w I I II • • ¢8 ¢8 b--+-EXIST 2"C, 3 DLC, 11' 11' I 5, 3#6(SERVICE), ~-L-_...1..._---1. __ L_ __ _y 2#10(SIGN ILLUM.) 12· 12· 11' I ' I , ,,"--" - - - - - a'.) .. I _J 0 ~ I~ -.. rv' I U.. b--+-EXIST 2"C, 3 DLC, (ll ~ 1 3#5(SERVICE), 0 j l 2#1 O(SIGN ILLUM.) I ' I ~-~,1-,----~;t~::::: .. :-, ·r· I , ,,"--" a'.) .. I N l J I J l I 'a;' 'a;' 'a;' I ,\ .. .. .. I I I ,,, ... l() dr-11-----EXIST 2"C, 3#6(SERVICE), 2#10(SIGN ILLUM.) I l: 2 w .. w l() °N l() ~ 101 f- EXIST R/W SCALE: 1 " 20· INSTALL 2"C, 3 DLC 6 C 6 §] ---l ---- 3-¢6 280' 6 -=-~ -- 0 w + w 0 ;:!: V) TO SPLICE ENCLOSURE AT QUAIL ST APPROX. STA 108+44 7 -~ 5. ALL TRAFFIC SIGNAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. 6. ALL NEW CONDUITS BETWEEN PULL BOXES SHALL BE 3" UNLESS OTHERWISE SPECIFIED. ALL CONDUITS CROSSING THE INTERSECTION SHALL BE 4" MINIMUM. 7. THE CONTRACTOR MAY PLACE CONDUIT BY JACKING OR BORING. 8. ALL NEW PULL BOXES SHALL BE NO. 6 UNLESS OTHER'MSE SPECIFIED. ALL INTERCONNECT /COMMUNICATION PULL BOXES SHALL BE NO. 6 WITH 45 DEGREE ELBOWS AT FAR ENDS OF THE PULL BOX. ALL NO. 6 9. 10. 11. 12 . 13. 14. 15. 16. B PULL BOX COVERS SHALL BE FIBREL YllE. ALL PULL BOX LIDS SHALL READ "TRAFFIC SIGNAL". THE CONTRACTOR SHALL GROUT ALL NEW PULL BOXES AND INCLUDE A 1" DRAIN. ALL NEW VEHICLE INDICATIONS SHALL BE 12" RED, YELLOW, AND GREEN L.E.D. WITH STRUCTURAL PLASTIC HOUSING AND BACK PLA llES. (SEE SPECIAL PROVISIONS FOR APPROVED MODELS). THE ENGINEER SHALL APPROVE THE EXACT LOCATION OF ALL PULL BOXES, CONDUITS, LOOP DEllECTORS, CONTROLLER, AND POLES IN THE FIELD. NEW LOOPS SHALL BE 6' DIA., TYPE E. FRONT LOOPS SHALL BE MODIFIED TYPE E. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLAllON GUIDELINE ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROv1DE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERA llON. ALL WIRING AND EQUIPMENT SHALL BE MARKED (TAGGED) 'MTHIN THE CONTROLLER CABINET FOR PHASE IDENllFICATION. UNGROUNDED SIGNAL LIGHT CONDUCTORS SHALL NOT BE SPLICED. NEW 48 STRAND SMFO CABLE SHALL RUN CONTINUOUS FROM SPLICE VAULT TO SPLICE VAULT. EXISTING 3M OPllCOM EVP DEllECTOR TO REMAIN. CAMPUS 2-¢6 DRIVE 285' TO -WALK -- 103 12" INDICATIONS (/) I- C/'J I L EXIST CONTROLLER _J 0 I- C/) 0::: co -r~ 1-¢6 D □ D 0 !ll6R 0 ¢6Y 0 !ll6G @ !ll6GA z I- (/) I CAMPUS 11 97 98 99 -I c,J,.,/2 48 STRAND SMFO, ~ #10 GREEN WIRE - IN 12/10 MICRODUCT ffi (TO REMAIN) • OJ IT] 0 IT] IT] IT] 0 0 ~ ~ EXISTING ECONOLITE ASC/3-2100 CONTROLLER AND TYPE "Q" CABINET TO REMAIN. FURNISH AND INSTALL ADDlllONAL SENSOR UNITS AND ANY OTHER MISCELLANEOUS EQUIPMENT AS REQUIRED TO PROVIDE THE INTENDED OPERA llON SHOWN. EXISTING TYPE Ill SERv1CE. PROTECT IN PLACE. REUSE EXISTING POINT OF SERVICE. FURNISH AND INSTALL NEW TYPE 1-A POLE COMPLETE AT NEW LOCATION 2 AS SHOWN PER POLE SCHEDULE. FURNISH AND INSTALL NEW TYPE 29-5-100 POLE COMPLETE AT NEW LOCATION 3 AS SHOWN PER POLE SCHEDULE. REMOVE AND SALVAGE EXISllNG TYPE 17-2-70 POLE. FURNISH AND INSTALL NEW TYPE 1-A POLE COMPLETE AT NEW LOCATION 4 AS SHOWN PER POLE SCHEDULE. REMOVE AND SALVAGE EXISTING TYPE 1-A POLE. FURNISH AND INSTALL NEW 3"C 'MTH 12/10 MICRODUCT, 'MTH NEW 48 STRAND SMFO CABLE AND NEW #10 GREEN 'MRE IN MICRODUCT. (#10 GREEN WIRE MAY BE SPLICED IN PULL BOXES WITH SPLIT BOLT CONNECTOR) FURNISH AND INSTALL NEW 12/10 MICRODUCT IN EXISTING CONDUIT. FURNISH AND INSTALL NEW 48 STRAND SMFO AND NEW #10 GREEN WIRE TO SPLICE VAULT. (#10 GREEN WIRE MAY BE SPLICED IN PULL BOXES 'MTH SPLIT BOLT CONNECTOR. FUSION SPLICE NEW 48 STRAND SMFO CABLE TO EXISTING SMFO CABLE(S) PER CITY OF NEWPORT BEACH FIBER OPTIC SIC PLANS. REPLACE EXISTING MAST ARM MOUNTED SR39A(CA) SIGN 'MTH NEW R3-4 SIGN. IRsl POLE AND EQUIPMENT. REMOVE FOUNDATION. (PER CALTRANS STD PLAN RSP ES-1A) I AB I ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS I CB I INSTALL CONDUIT INTO PULL BOX I RC I EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR. I RS I REMOVE AND SALVAGE EQUIPMENT 0 w + w 6 6 0 ~ 6 < EXIST f-7 CONTROLLER <fl --- --- C -------- 1---------0 DRIVE EXIST CONTROLLER SIGNAL INTERCONNECT DETAIL SCALE: 1" = 1 oo' 106 107 CB 8 EXIST SPLICE VAULT 109 + I-C/) _J <( ::::, 0 RECORD DRAWING ., C 0 ., ·;; " 0:: C 0 ...J < w Vl ...J <( w Vl >, [D ., -0 0 a. ·.:: u "' ., 0 ~ V) " -0 0 -,:, -"-.c u C 3: 0 '-0 ' " -0 0 <.O ~ 0 N <.O . CD w LL ~ I ci s z --~ I Approvals o.. ~ ---------~ PM Manager, Airport Development ~ ·i E l § 02/03/2015 ~o~ Date -___ P_l_a_n_N_o_. ----,.... 0 ; 41090-J115 ---------< Sheet TS 8 of 43 GENERAL NOTES LEGEND GRAPHIC SCALE OR CONTINUE AFTER 3:00PM UNLESS OTHERWISE APPROVED. NO WORK INVOLVING LANE CLOSURES SHALL BEGIN BEFORE 9:00AM USE OF THESE PLANS FOR UTILITY COMPANY CONSTRUCTION WITHIN THE NOTE: FOOTPRINT OF THE PROJECT HAS BEEN APPROVED BY OCPW z I-w w 0::: I- p j "' I' :31 I "'I I, ~1 • I • 1. ALL TRAFFIC CONTROL WORK FOR CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA-MUTCD) AND ALL OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (0.S.H.A.) REQUIREMENTS AS APPLICABLE. 2. THE CONTRACTOR SHALL COMPLY 1'11TH THE REQUIREMENTS OF THE AMERICANS 1'11TH DISABILITIES ACT (ADA) ACCESSIBILITY GUIDELINES AND 1'11TH THE CALIFORNIA ACCESSIBILITY GUIDELINES AS RELATED TO PEDESTRIAN ACCESS AND SHALL MAINTAIN PEDESTRIAN ACCESS AT ALL TIMES PER ADA REQUIREMENTS. SIDEWALK CLOSURE/DETOUR SHALL COMPLY WITH THE LA TEST EDITION OF THE CA-MUTCD. 3. THE COUNTY OF ORANGE AND CITY OF NEWPORT BEACH RESERVE THE RIGHT TO OBSERVE THESE TRAFFIC CONTROL PLANS IN USE AND TO DIRECT ANY NECESSARY CHANGES AS FIELD CONDITIONS WARRANT. ANY CHANGES SHALL SUPERSEDE THESE PLANS AND BE DONE PER THE CA-MUTCD 1'11TH THE APPROVAL OF THE COUNTY ENGINEER. REVISED TRAFFIC CONTROL PLANS MAY BE REQUIRED BY THE COUNTY. EXACT LOCATION OF ALL EQUIPMENT AND TRAFFIC CONTROL DEVICES SHALL BE DETERMINED BY THE COUNTY'S. INSPECTOR. 4. WORKING HOURS: PER THE COUNTY'S ENCROACHMENT PERMIT STANDARD CONDITIONS OR AS SPECIFIED IN PROJECT SPECIFICATIONS. 5. THE CONTRACTOR SHALL NOTIFY THE COUNTY AT LEAST FIVE (5) WORKING DAYS IN ADVANCE OF IMPLEMENTING ANY CONSTRUCTION DETOURS. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED RESIDENTS AND BUSINESSES, ORANGE COUNTY TRANSPORTATION AUTHORITY AT (714) 265-4330, AND THE CITY OF NEWPORT BEACH AT (949) 644-3338 G 0-2 AT LEAST FIVE (5) WORKING DAYS PRIOR TO CONSTRUCTION. TEMPORARY "NO PARKING" SIGNS 1'11TH THE DATE AND TIME OF THE PROHIBITION INDICATED, SHALL BE POSTED SEVENTY-TWO (72) HOURS PRIOR TO COMMENCING WORK. 6. ALL PRIVATE DRIVEWAYS AND SIDE STREETS SHALL BE KEPT OPEN AT ALL TIMES EXCEPT WHEN CONSTRUCTION TAKES PLACE DIRECTLY IN FRONT OF THE DRIVEWAYS/SIDE STREETS. ALL OPEN EXCAVATIONS IN PUBLIC STREETS SHALL BE BACK-FILLED OR STEEL-PLATED (ANTI-SKID PLATES) FOR TRAFFIC DURING THE NON-WORKING HOURS TO THE SATISFACTION OF THE COUNTY ENGINEER. TRAFFIC AND ROADWAYS SHALL BE RESTORED TO NORMAL CONDITIONS DURING NON-WORKING HOURS. 7. CONTRACTOR SHALL HAVE ALL NECESSARY TRAFFIC CONTROL DEVICES ON HAND PRIOR TO COMMENCING SETUP. 8. CONTRACTOR SHALL COVER EXISTING SIGNS THAT CONFLICT WITH TEMPORARY TRAFFIC CONTROL AND REMOVE COVERS WHEN TEMPORARY TRAFFIC CONTROL IS REMOVED. 9. TRAFFIC SIGNALS SHALL REMAIN IN OPERATION AT ALL TIMES. CONFLICTING TRAFFIC SIGNAL INDICATIONS SHALL BE COVERED, AND SIGNAL OPERATION DURING EACH CONSTRUCTION PHASE SHALL BE COORDINATED 1'11TH AND APPROVED BY THE CITY OF NEWPORT BEACH. FOR SIGNALIZED INTERSECTIONS, THE CONTRACTOR HAS SEVENTY TWO (72) HOURS UPON CUTTING THE EXISTING LOOPS TO INSTALL AN OPERATIONAL SYSTEM OF EITHER VIDEO DETECTION OR DETECTION LOOPS. CONTRACTOR SHALL COORDINATE 1'11TH COORDINATE 1'11TH CITY OF NEWPORT BEACH AT LEAST TWO (2) WORKING DAYS PRIOR TO ANY WORK THAT 1'11LL AFFECT THE OPERATION OF A TRAFFIC SIGNAL. 10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK ON A PUBLIC STREET TO INSTALL AND MAINTAIN CONTROL DEVICES AS SHOWN HEREON, AS WELL AS ANY SUCH ADDITIONAL DEVICES AS MAY BE REQUIRED TO ENSURE THE SAFE MOVEMENT OF TRAFFIC AND PEDESTRIANS THROUGH OR AROUND THE WORK AREA. THE CONTRACTOR SHALL REPLACE ANY TRAFFIC SIGNAL LOOPS DAMAGED 1'11THIN SEVENTY TWO (72) HOURS. 11. ALL TRAFFIC LANES SHALL HAVE A MINIMUM OF FIVE (5) FEET CLEARANCE FROM OPEN EXCAVATIONS AND A MINIMUM OF TWO (2) FEET FROM VERTICAL OBSTRUCTIONS UNLESS UNLESS OTHERl'l1SE APPROVED. MAINTAIN MINIMUM OF ONE LANE OF TRAFFIC IN EACH DIRECTION DURING WORKING HOURS. 12. PLACE ADDITIONAL "LANE CLOSED" C30(CA) SIGNS ON TYPE II BARRICADES AT 200 FEET INTERVALS THROUGHOUT EXTENDED WORK AREAS IN EACH LANE THAT IS CLOSED. INSTALL "OPEN TRENCH" C27(CA) SIGNS WHENEVER AN OPEN EXCAVATION AREA EXISTS ADJACENT TO THE TRAVELED WAY. 13. NIGHT WORK 1'11LL REQUIRE PRIOR WRITTEN APPROVAL FROM THE COUNTY OF ORANGE, CITY OF NEWPORT BEACH, AND/OR CALTRANS. LANE CLOSURES, ROAD DETOURS, ROAD CLOSURES, AND TRAFFIC SIGNAL MODIFICATIONS ASSOCIATED 1'11TH OVERNIGHT CONSTRUCTION ACTIVITIES WILL REQUIRE INFORMATION SIGNS BE PLACED AT LEAST ONE (1) 1'11EEK IN ADVANCE OF CONSTRUCTION. 14. ALL ADVANCED WARNING SIGNS SHALL BE EQUIPPED 1'11TH FLAGS DURING DAY TIME WORKING HOURS. THE CONTRACTOR SHALL PROVIDE FLAGGERS AS DEEMED NECESSARY BY THE DIRECTOR OF PUBLIC WORKS/COUNTY ENGINEER OR COUNTYS INSPECTOR. 15. LEFT TURNS SHALL BE PROHIBITED WHEN IN CONFLICT 1'11TH CONSTRUCTION AND 1'11HEN LEFT TURN VISIBILITY IS RESTRICTED BY CONSTRUCTION. WHENEVER A LEFT TURN LANE IS CLOSED, THE NEAREST UPSTREAM AND NEAREST DOWNSTREAM LEFT TURN POCKETS SHALL BE KEPT OPEN UNLESS OTHERWISE APPROVED. 16. ALL TUBULAR DELINEATORS SHALL BE 36" MINIMUM HEIGHT AND CONES SHALL BE 28" MINIMUM HEIGHT AND SHALL INCLUDE 6" AND 4" HIGH INTENSITY REFLECTORIZED BANDS OR SLEEVES. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. 17. THE CONTRACTOR MAY USE PREFABRICATED REMOVABLE DETOUR STRIPING TAPE, TEMPORARY OBJECT MARKERS, PAVEMENT MARKINGS, AND RAISED MARKERS, WHERE SHORT TERM USE WILL OCCUR (24 HOURS OR LESS), OR AS DIRECTED BY THE COUNTYS INSPECTOR. 18. ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM THE STREET WHEN NOT IN USE OR UPON COMPLETION OF DAILY CONSTRUCTION, AND THE PERMANENT TRAFFIC CONTROL DEVICES SHALL BE RESTORED BY THE CONTRACTOR AT THE END OF EACH WORK DAY. 19. CONTRACTOR SHALL POST "UNEVEN LANE" SYMBOL OR "STEEL PLATES AHEAD" SIGNS FOR PAVEMENT DISRUPTIONS OF 1/2" OR GREATER. PAVEMENT DISRUPTIONS OF 1" OR GREATER GREATER SHALL HAVE BEVELED EDGES OF FOUR HORIZONTAL TO ONE VERTICAL (4:1). FOR POSTED SPEEDS OF 45 MPH OR GREATER, PAVEMENT SHALL BE COLD PLANED TO A DEPTH EQUAL TO THE THICKNESS OF THE PLATE AND TO A 1'11DTH AND LENGTH EQUAL TO THE DIMENSION OF THE PLATE -SEE OCPW sm PLAN 1810. CONTRACTOR SHALL INSTALL "CAUTION STEEL PLATES AHEAD" SIGNS IN ADVANCE OF STEEL PLATES. 20. ALL TRAFFIC CONTROL DEVICES SHALL BE KEPT IN THEIR PROPER POSITION AT ALL TIMES AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE ANO CONTINUITY. 21. MILLING AND PAVING OPERATIONS, AND SIGNAL LOOP DETECTOR INSTALLATION SHALL TAKE PLACE DURING NIGHTTIME CLOSURE OF SB CAMPUS DR. SEE STREET CLOSURE DETAIL ON SHEET 10. 22. ALL TEMPORARY TRAFFIC CONTROL WARNING SIGNS SHALL HAVE BLACK LEGEND AND BORDER ON ORANGE BACKGROUND. ALL SIGNS SHALL BE REFLECTORIZED. /~ .. / ROAD WORK W20-1 C DETOURI M4-1 O(L) e DELINEA TOR T SIGN +..+ TEMP. TYPE Ill BARRICADE AND SIGN ~ DIRECTION OF TRAVEL COi FLASHING ARROW SIGN II PORTABLE CHANGEABLE MESSAGE SIGN EZZ:J CONSTRUCTION AREA W20-2 R3-4 IDETOUR ' M4-1 O(R) W20-3 C30(CA) BIKE LANE CLOSED AHEAD C20(R)(CA) W4-2(L) BIKE LANE CLOSED Cl) 9' 1 12' 11' 12' CXl "' + "' 0 SC1 O(BIKE)(CA) SC11 (BIKE)(CA) I I t:tt 350' ;:,;,.,__ ____________________________________ _____., "' -. --. --. --0 --. --. --"' - p <( (_) N <( I t') 0 -"" N .. (!) .-- <f" ,,ff ~ ...J 2 Cl) 0::: ca I • i------- i------- REMOVE PAVEMENT MARKING (!) z z w CL 0 0 "' e I .L R3-7--~ I e I I I • 12' 12' 11' 11' 11'5 I 1''1' 1'• SC11 (BIKE)(CA) C30(CA) MATCHLINE -STA 197+25 (SEE AT LEFT) . -- ;:: N CAMPUS 101 102 MATCHLINE -STA 12+50 SEE ~ t <{ u ~ 0 t') u • t 1 t "' - I l- 1w 1 w 0::: I- I (/) 104 BELOW RIGHT +-+G20-2 FAS "WARNING FLASH" 105 W20-1T t t it 11-1 I w w • l ~I Cl) r I I "' --• 1' (:j) ,(:j) ::c () ,t t 1 t I c::: I ca MATCHLINE -STA 12+50 (SEE ABOVE LEFT) 90' OPENING 100' I (!) a:: REMOVE a:: "" w CL f;j ;:': +· oO "' ... -"' Cl) W20-1 T R1-1, 106 --1 1-----' '7----,t-----------~ I "' ~~ 1 :Q "" ◄ > DRIVE 107 10B W20-1 T ...J 1- -W <Cw :::, er 109 01-T G20 2 Cl) 40 0 20 40 80 160 ~ I_I I ___ I W20-1 ( IN FEET ) inch = 40 ft. 540' TAPER ';:;: ~ SC11(BIKE)(CA) ~1~~~EiT i <C 0 w C30(CA) W11-1, W16-1 °" ti:; r;S • )tJ_F¾--.... .::==:::::~•~-___,.::::===:::;==~~~============~tsici -1 • I 0 ~ .. -E-- -E-- -E-- o z 0 .LW20-1 ~ I-:r: (!) "" ;;:: g w 00 w w Cl) ~ "' ,-.. + • ... CXl ;:i: Cl) w z ::J I u '< ::I: -e ~ SC11(B ~~A),, e I{') • • .. • -• •--... ... ---.. - - -• ( ) - - -Q •. CD (CA'ft • 30t'CA1 -- - - - - - -~ -E--19s <>-I!:: '", , -• c1'l c~ • -• Ye • -• _ • •-• • • •• • • • • • • • ON RED R13A(CA) END ROAD WORK G20-2 END DETOUR M4-8a SHARE THE ROAO W11-1 W16-1 RIGH T LANE MUST TURN RIGHT R3-7(R) 100' 175' 175' 175' 175' 175' 175' ~ ~ <{ <{ u ~ ~ ~ <( N w u ~ "' ...J ~ + CD ~ 11 ~ "" ... N ~ I -~ CXl _co -0 -3:3: 1 u N ;:': Cl) u t .,. t t Cl) .. u ~ ~ w "' 00 -~ I 0 0 G N Cl) ;;:: t :t -E-- 1B4 -E---- -E-- BRISTOL STREET N -E-- 100' "" ~ w <{ CL SN ;:': ~-w + ~ "' I{') 00 CXl "' ~- ::: <{ (!) u I-w (/) (/) 00 -E--r--1--:-----:-!:-:-----------....:+:__ ______ ..Q.'_TLYrtP~1:;:.~5:_ 194 193 <>-,E--192 --L___ --I2•5L...eryp"1 ~ ,E---L6! <>-----------H---+-~-~--"'-+----I-----r---i-----------f---________ 1+-91 ____ ---.._.-190 __ --',,---------_18f-9 __________ -l18B.:_____ 1B7 , I 166 ;:i: -E--<>---=---E---E----------+------,-----+--_________ .:._ ,E--185 -E-- w z ...J I u C/lr------------------E---<-. -E---E-- ~ BRISTOL , -rG_<f"r_=-=-=-=-=-=-=-=-=-=-=-=--=--=--=--=--=--=--=-~~~~~-=--=--=--=--=--=-~-=--=--=-~-;-;-;~\~-;-;-;-;-;-;-;-;-;-;-;-=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=-=-=-=-=-=-=~~-=-=~ ST :)yii O!Y O!Y -E-- '< :l! G20-2 T I : W20-1 COVER EX. CONFLICTING SIGN AT APPROX. STA 185+50 DURING CONSTRUCTION N RECORD DRAWING ~ t w ...J w > 0 00 <( w w Cl) ~ "' ,-.. + ... CXl -;:i: Cl) w z ...J I u '< :::;; ., C 0 ., ·;; " "" C 0 z :'5 CL ...J ~ I-z 0 (.) (.) IL IL ~ I- ...J <( w (/) ...J <( w (/) >, 00 " -0 0 a. ·.:: u ., ., 0 ., -0 0 "CJ .,, .c u C 3: 0 '-0 ., -0 0 <.O ~ 0 N <.O . CD w LL ~ I ci s z --~ I Approvals o.. ~ -----------~ PM Manager, Airport Development ~ ·i E l § 02/03/2015 ~o~ Date ~ ---P-la_n_N_o-.-----,.... 0 ; 41090-J115 -----------< Sheet TC 9 of 43 GENERAL NOTES LEGEND GRAPHIC SCALE ROAD CLOSURE M4-10(L) W20-2 W20-3 M4-10(R) M4-10(R) W20-1 SB CAMPUS DRIVE CLOSURE DETOUR SB CAMPUS DRIVE NIGHT TIME CLOSURE WORKING HOURS (THIS SHEET ONLY): 10:00PM - 6:00AM M4-10(R) M4-8a M4-10(L) W11-1W16-1P W11-1 W16-1P NOTE: USE OF THESE PLANS FOR UTILITY COMPANY CONSTRUCTION WITHIN THE FOOTPRINT OF THE PROJECT HAS BEEN APPROVED BY OCPW 1. 2. 3. 4. 5. ALL TRAFFIC CONTROL WORK FOR CONSTRUCTION SHALL CONFORM TO THE LA TEST EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA-MUTCD) AND ALL OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (O.S.H.A.) REQUIREMENTS AS APPLICABLE. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT (ADA) ACCESSIBILITY GUIDELINES AND WITH THE CALIFORNIA ACCESSIBILITY GUIDELINES AS RELATED TO PEDESTRIAN ACCESS AND SHALL MAINTAIN PEDESTRIAN ACCESS AT ALL TIMES PER ADA REQUIREMENTS. SIDEWALK CLOSURE/DETOUR SHALIL COMPLY WITH THE CA-MUTCD. THE COUNTY OF ORANGE RESERVES THE RIGHT TO OBSERVE THESE TRAFFIC CONTROL PLANS IN USE AND TO DIRECT ANY NECESSARY CHANGES AS FIELD CONDITIONS WARRANT. ANY CHANGES SHALL SUPERSEDE THESE PLANS AND BE DONE PER THE CA-MUTCD WITH THE APPROVAL OF THE COUNTY ENGINEER. REVISED TRAFFIC CONTROL PLANS MAY BE REQUIRED BY THE COUNTY. EXACT LOCATION OF ALL EQUIPMENT AND TRAFFIC CONTROL DEVICES SHALL BE DETERMINED BY THE COUNTYS INSPECTOR. WORKING HOURS: PER THE COUNTY'S ENCROACHMENT PERMIT STANDARD CONDITIONS OR AS SPECIFIED IN PROJECT SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE COUNTY AT LEAST FIVE (5) WORKING DAYS IN ADVANCE OF IMPLEMENTING ANY CONSTRUCTION DETOURS. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED RESIDENTS AND BUSINESSES, ORANGE COUNTY TRANSPORTATION AUTHORITY AT (714) 265-4330, AND THE CITY OF NEWPORT BEACH AT (949) 644-3338 AT LEAST FIVE (5) WORKING DAYS PRIOR TO CONSTRUCTION. TEMPORARY "NO PARKING" SIGNS WITH THE DA TE AND TIME OF THE PROHIBITION INDICATED, SHALL BE POSTED SEVENTY-TWO (72) HOURS PRIOR TO COMMENCING WORK r---------'I\ R3-1+-: R11-2 .. _ t R11-2 , IO er NW + a. ~ ;:!: ____ ef}_---a\._R3-4 109 ' 6. ALL PRIVATE DRIVEWAYS AND SIDE STREETS SHALL BE KEPT OPEN AT ALL TIMES EXCEPT WHEN CONSTRUCTION TAKES PLACE DIRECTLY IN FRONT OF THE DRIVEWAYS/SIDE STREETS. ALL OPEN EXCAVATIONS IN PUBLIC STREETS SHALL BE BACK-FILLED OR STEEL-PLATED (ANTI-SKID PLATES) FOR TRAFFIC DURING THE NON-WORKING HOURS TO THE SATISFACTION OF THE COUNTY ENGINEER. TRAFFIC AND ROADWAYS SHALL BE RESTORED TO NORMAL CONDITIONS DURING NON-WORKING HOURS. 7. CONTRACTOR SHALL HAVE ALL NECESSARY TRAFFIC CONTROL DEVICES ON HAND PRIOR TO COMMENCING SETUP. 8. CONTRACTOR SHALL COVER EXISTING SIGNS THAT CONFLICT WITH TEMPORARY TRAFFIC CONTROL AND REMOVE COVERS WHEN TEMPORARY TRAFFIC CONTROL IS REMOVED. 9. TRAFFIC SIGNALS SHALL REMAIN IN OPERATION AT ALL TIMES. CONFLICTING TRAFFIC SIGNAL INDICATIONS SHALL BE COVERED, AND SIGNAL OPERATION DURING EACH CONSTRUCTION PHASE SHALL BE COORDINATED WITH AND APPROVED BY THE CITY OF NEWPORT BEACH. FOR SIGNALIZED INTERSECTIONS, THE CONTRACTOR HAS SEVENTY TWO (72) HOURS UPON CUTTING THE EXISTING LOOPS TO INSTALL AN OPERATIONAL SYSTEM OF EITHER VIDEO DETECTION OR DETECTION LOOPS. CONTRACTOR SHALL COORDINATE WITH CITY OF NEWPORT BEACH AT LEAST TWO (2) WORKING DAYS PRIOR TO ANY WORK THAT WILL AFFECT THE OPERATION OF A TRAFFIC SIGNAL 10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK ON A PUBLIC STREET TO INSTALL AND MAINTAIN CONTROL DEVICES AS SHOWN HEREON, AS WELL AS ANY SUCH ADDITIONAL DEVICES AS MAY BE REQUIRED TO ENSURE THE SAFE MOVEMENT OF TRAFFIC AND PEDESTRIANS THROUGH OR AROUND THE WORK AREA. THE CONTRACTOR SHALL REPLACE ANY TRAFFIC SIGNAL LOOPS DAMAGED WITHIN SEVENTY TWO (72) HOURS 11. ALL TRAFFIC LANES SHALL HAVE A MINIMUM OF FIVE (5) FEET CLEARANCE FROM OPEN EXCAVATIONS AND A MINIMUM OF TWO (2) FEET FROM VERTICAL OBSTRUCTIONS UNLESS UNLESS OTHERWISE APPROVED. MAINTAIN MINIMUM OF ONE LANE OF TRAFFIC IN EACH DIRECTION DURING WORKING HOURS. 12. PLACE ADDITIONAL "LANE CLOSED" C30(CA) SIGNS ON TYPE II BARRICADES AT 200 FEET INTERVALS THROUGHOUT EXTENDED WORK AREAS IN EACH LANE THAT IS CLOSED. INSTALL "OPEN TRENCH" C27(CA) SIGNS WHENEVER AN OPEN EXCAVATION AREA EXISTS ADJACENT TO THE TRAVELED WAY. 13. NIGHT WORK WILL REQUIRE PRIOR WRITTEN APPROVAL FROM THE COUNTY OF ORANGE, CITY OF NEWPORT BEACH, AND/OR CALTRANS. LANE CLOSURES, ROAD DETOURS, ROAD CLOSURES, AND TRAFFIC SIGNAL MODIFICATIONS ASSOCIATED WITH OVERNIGHT CONSTRUCTION ACTIVITIES WILL REQUIRE INFORMATION SIGNS BE PLACED AT LEAST ONE (1) WEEK IN ADVANCE OF CONSTRUCTION. 14. ALL ADVANCED WARNING SIGNS SHALL BE ON BARRICADES WITH TYPE A WARNING LIGHT. THE CONTRACTOR SHALL PROVIDE FLAGGERS AS DEEMED NECESSARY BY THE DIRECTOR OF PUBLIC WORKS/COUNTY ENGINEER OR COUNTY'S INSPECTOR. 15. LEFT TURNS SHALL BE PROHIBITED WHEN IN CONFLICT WITH CONSTRUCTION AND WHEN LEFT TURN VISIBILITY IS RESTRICTED BY CONSTRUCTION. WHENEVER A LEFT TURN LANE IS CLOSED, THE NEAREST UPSTREAM AND NEAREST DOWNSTREAM LEFT TURN POCKETS SHALL BE KEPT OPEN UNLESS OTHERWISE APPROVED. 16. ALL TUBULAR DELINEATORS SHALL BE 36" MINIMUM HEIGHT AND CONES SHALL BE 28" MINIMUM HEIGHT AND SHALL INCLUDE 6" AND 4" HIGH INTENSITY REFILECTORIZED BANDS OR SLEEVES ALL SIGNS SHALL BE REFILIECTORIZED AND STANDARD SIZE o er ow + a. <D <( ~ f- 17. THE CONTRACTOR MAY USE PREFABRICATED REMOVABLE DETOUR STRIPING TAPE, TEMPORARY OBJECT MARKERS, PAVEMENT MARKINGS, AND RAISED MARKERS, WHERE SHORT TERM USE WILL OCCUR (24 HOURS OR LESS), OR AS DIRECTED BY THE COUNTY'S INSPECTOR. 18. ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM THE STREET WHEN NOT IN USE OR UPON COMPLETION OF DAIL y CONSTRUCTION, AND THE PERMANENT TRAmc CONTROL DEVICES SHALL BE RESTORED BY THE CONTRACTOR AT THE END OF EACH WORK DAY. 19. CONTRACTOR SHALL POST "UNEVEN LANE" SYMBOL OR "STEEL PLATES AHEAD" SIGNS FOR PAVEMENT DISRUPTIONS OF 1/2" OR GREATER. PAVEMENT DISRUPTIONS OF 1• OR GREATER SHALL HAVE BEVELED EDGES OF FOUR HORIZONTAL TO ONE VERTICAL (4: 1). FOR POSTED SPEEDS OF 45 MPH OR GREATER, PAVEMENT SHALL BE COLD PLANED TO A DEPTH EQUAL TO THE THICKNESS OF THE PLATE AND TO A WIDTH AND LENGTH EQUAL TO THE DIMENSION OF THE PLATE -SEE OCPW sm PLAN 1810. CONTRACTOR SHALL INSTALL "CAUTION STEEL PLATES AHEAD" SIGNS IN ADVANCE OF STEEL PLATES. 20. ALL TRAFFIC CONTROL DEVICES SHALL BE KEPT IN THEIR PROPER POSITION AT ALL TIMES AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY. 21. MILLING AND PAVING OPERATIONS, AND SIGNAL LOOP DETECTOR INSTALLATION SHALL TAKE PLACE DURING NIGHTTIME CLOSURE OF SB CAMPUS DR. SEE STREET CLOSURE DETAIL THIS SHEET. 22. ALL TEMPORARY TRAFFIC CONTROL WARNING SIGNS SHALL HAVE BLACK LEGEND AND BORDER ON ORANGE BACKGROUND. ALL SIGNS SHALL BE REFLECTORIZED. - - - w l----------===========================================--==----==----------------_j<DQ_ ______________________________________________________ 1~ ~/~',.-----_, /' ,< !;:;: y ~ ::lE I-en I Ta a z I"), l_~ D - ...J er ~ ~ : +-+W20-1 0 15' 10' 15' W11-1 +-+ W16-1P ' . ,~,--1--CLOSE LEFT TURN LANE ~ ll"El~--1---C30( CA) o er .... w + a. N~ <Cb , .... ,,'::J' ~· <......., I") V) in u ~ I c., ......., I o w "'u"'" [D -~ :::;; ~ V, ~ CAMPUS :I: t w -z <D ...J :c ~ II~ ON RED R13A(CA) 00 SHARE THE ROAD W11-1 W16-1P ·-. ------ [®] R3-1 W20-1 g DETOURI M4-10(L) I-en w > 0 0 15' 10' 15' R3-2 W20-2 IDETOUR ' M4-10(R) +-+W20-1-" ~ END DETOUR M4-8a R81(CA) W20-3 -<D_ -• -~--. N <D ~1 R81 B(CA) C20(R)(CA) END ROAD WORK G20-2 -•-•-• BIKE LANE CLOSED SC11 (BIKE)(CA) C20(2R)(CA) ROAD CLOSED R11-2 IO er OW + a. IO <( N f- ~ <( 0 f-.... V) IO 0 z w •- BIKE LANE CLOSED AHEAD SC1 O(BIKE)( CA) C30(CA) II +DETOUR ~ SC3(CA) •-•-·-1250 TYP1 IRVINE AVE BIRCH ST • V) ti, ...J ~ "' a, DRIVE • • z ti, ...J ~ ii< [D ..fil. . "" • DELINEATOR 'I' SIGN +-+ TEMP. TYPE II BARRICADE WITH TYPE A WARNING LIGHT (BARRICADE LIGHT) AND SIGN. ,;.z+ TEMP, TYPE Ill BARRICADE WlllH TYPE A WARNING LIGHT (BARRICADE LIGHT) AND SIGN. • • • • --( •• -- - - CAMPUS ~ DIRECTION OF TRAVEL COi FLASHING ARROW SIGN i PORTABLE CHANGEABLE MESSAGE SIGN ~ CONSTRUCTION AREA • ti, DR • • PCMS MSG 1 SB CAMPUS CLOSED AT QUAIL - • • PCMS MSG 2 USE DETOUR AHEAD --BIRCH NOTE: FOR NIGHT WORK ONLY 1 O:OOPM -6:00AM MAINTAIN 3 THRU LANES 8:30AM -3:30PM NOT TO SCALE "' "' "' .... WW + a. a. g ~~ SB CAMPUS CLOSED AT QUAIL ST USE ALT. ROUTE • • - 40 0 ~ <( i::, f-0 V) ~ - (.!) w [D - 20 I a. ii ~<D 3:i :I: 40 I N I 0 ~ :I: 80 160 I __ --------JI ( IN FEET ) 1 inch = 40 ft. 'L.. I 0 ~ :I: RECORD DRAWING " C .Q rn ·5 Q) er C 0 z :'.5 a. ..J 0 go z 0 u u LL g ..J <( w V) ..J <( w V) PM Manager, Airport Development "' "" ... "' "' >, ID " +' 0 0 Q. 'C 0 " " 0 ~ V) " +' 0 0 "O .>t. .c u C: ~ 0 L 0 " +' 0 0 (D (D (Il w LL m " ~ ~ 02/03/2015 / Date I ._ __ P_l_o_n_N_o_. ----11 f 9 ° 41090-J115 .. Sheet TC 10 of 43 Ex p . CIV I L GRAPHIC SCALE ACCESSIBLE PARKING STALLSACCESSIBLE STALL SIGN INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) MARKING ON-SITE STRIPING ON-SITE PAVING MAINTENANCE BUILDINGSECTION A-A AT EG RETAIN CUR z ~ -' 0 1-U) t ~ /'. • • ' • I l 54.66 FS I _ ll4.38 FS) 54.41 FS (54.24 FS) ~ <:J EXIST CURB <1 .., " <1 <1 <:J <J " ' <1 <1 ' " . ' " " <1 " <:J <1 " ' " " . ' " <:J <1 " <:J <1 ' <1 V -~ " ' " <1 <:J " . ' <1 " <1 <1 <:J <1 <1 <:J <1 " <:J . ' <1 <1 <1 ' " " " " " <:J <J <1 . ' <:J " f 54.66 FS 54.41 FS <:J <1 PROTECT EXIST ' <1 <1 ' <1 <1 <1 <:J <1 ' <1 " ' " " <:J <1 <1 <:J <1 <:J <J_ /; " . ' <1 " " <1 EXIST CURB 53.89 TC 53.39 FL END REMOVAL OF EXIST CU I • • • I (54.22 FS (54.23 FS) PORTION OF AINTENANCE BUILDING O REMAIN PROP BUILDI G FACE 54.10 FS -H A 54.09 FL ::l .. .__,!.. ... ;, 54.11 TC FS 54.40 TC p l54_35 ;.... A BOLLARDS PLACED PER JWA ENGINEER DIRECTION 53.61 TG EXIST GRATE INLET 54.53 FS 25' PROPOSED EDGE OF PAVEMENT 0.5' BEHIND R/W PROP R/W 56 <:J <1 <1 ' <1 <:J <1 " <:J ' " " ' " " ..,....__ ~Xi'lii T CON-GRETE. <l PAD· TO REMAIN- <J " ' " <:J <J <:J ' <1 <:J <1 • 53.33 FL -----· ··--,. ··- • ....---.--------· ------ ... ----· :..---s<.'; " ' " " <1 " <:J <1 ' " " " ' " <:J <1 <1 " ' " " • ----<:J ---------· <1 " <:J . ' <1 <1 <1 . ' " " <:J <J <1 <:J <1 ' " " 8 [D ' " <1 <:J . ' <1 " " <:J 4----""" ----------~ PROPOSED EDGE OF PAVEMENT 1' BEHIND R/W <1 ... . -~ /: " ~ ~ ------CAMPUS DRIVE ---------- <> i --,__ - -_-_ --=-=-----==----_ L_.r--------- - - - - -------------------------------------~----=-~~ ---==----=------------------------- ---------_____......... ------=-E}{JST:::R7w_ - --=-- --=-- --=-- --=-- --=-- --=-- - - - - - - - - ------ "" STRIPING TO REMAIN --SANDBLAST CONFLICTING STRIPING (TYP) EXIST CURB <:J <1 138&1 " ' SITE PLAN CONSTRUCTION NOTES @---coNSTRUCT 4" AC OVER COMPACTED NATIVE SOIL ~OLD PLANE EXISTING AC PAVEMENT (2" MIN). TACK COAT ALL JOINTS AND SURFACES, AND CONSTRUCT VARIABLE THICKNESS AC OVERLAY (2 MIN). UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT ~ @---PAINT 4" WHITE LINE STALL STRIPING --------o,,,_ ______ _ PORTION OF AINTENANCE BUILDING O REMAIN PROP BUILDI G FACE -H ·co '° A BOLLARDS PLACED PER JWA ENGINEER DIRECTION ,, "' ·) --,__ ______ _ L_.r--------- PROTECT EXIST . ' " " <1 <:J <1 <1 <J <1 <:J . ' " <1 <:J <1 <:J " <1 1 • ----i- ~.-~ ' ----- 00 CAMPUS DRIVE PROP R/W =_=_=_ -=----=-=- -=-EXIST::::R7L _ --=-- --=-- --=-- . 20 0 10 20 40 80 ~ I I I I ( IN FEET ) 1 inch = 20 ft. ®----!:AINT ACCESSIBLE PARKING STALL WITH MARKINGS PER DETAIL ~NSTALL ACCESSIBLE STALL SIGN PER DETAIL ~ONSTRUCT 6' WIDE LONGITUDINAL GUTTER PER OC PUBLIC WORKS STANDARD PLAN 122-2-0C ~ONSTRUCT 4' WIDE LONGITUDINAL GUTTER PER OC PUBLIC WORKS STANDARD PLAN 122-2-0C ~LUG DRAIN. INSTALL CLASS 520-A-2500 CONCRETE ON TOP OF EXISTING CONCRETE. PROP R/W PROP MAINTENANCE BUILDING FACE PROPOSED CHAIN LINK FENCE VARIES 2% MIN, 20% MAX 6.6'± 2' ~ ~ 1/) C..) < 2% -- • ... - 0.5' PROPOSED 8" RETAINING CURB LANDSCAPE ·< II • 00 .c:; 11 .... .,. ·11 •.·H 11 • fl II '° H SEE STREET IMPROVEMENT SHEETS ti rl :i ~ AT FENCE POST LOCATIONS (u1 (MAX 1 O' APART) L:i NOT TO SCALE b, PARKING ONLY R99(CA) VAN ACCESSIBLE Rl-Bb • • co <o ~• ~I <O .., • <D • <D • I 0 °N I °N Y TELEPHONING 12' °' PARKING R99(CA) ONLY VAN 8b ACCESSIBLE Rl- MINIMUM FINE $250 ..,.__-< 2 3 ·, . 1 '-0" ANY PORnON OF POST EXPOSED TO EARTH SHALL BE COA TFD 1'11TH KOPPERS NO. 50 BIWMASnc PER MANUFACWRER'S RECOMMENDAnON. CD 12" x 18" R99(CA) l+!TH g• x 12" R99B(CA) OR 6" x 12" R99C(CA) PER ABO\'£ 0 1 3/4" DIA. GAL V. WBULAR STFEL PIPE PRIME AND PAINT. CAP WBE END 0 CONCRETF FOOnNGS VAN ACCESSIBLE 0 FINISH GRADE OF SIDEWALK SPACE NOT TO SCALE ~, PROTECT EXIST BUILDING . ' " <:J < <1 J <:J STALL SJBIPING SPECIFJCATION NOJE -USE ONLY- " ENNIS TRAFFIC SAFETY SOLUTIONS TRAFFIC PAINT, WATER BORNE, RAPID DRY (100% ACRYLIC POLYMER EMULSION) 6006 HANDICAP BLUE APPLY 2 COATS, 7 DAYS APf,fil " ... <> CENTER SYMBOL IN EACH ACCESSIBLE ACCESS STALL, FLUSH WITH CURB PROJECTION @ END OF STALL. I 3•-9• I ,______I ----=2' -~a.s.. ------ii 4'-5" PER DETAIL AT LEFT ~ < ' WHITE / ACCESSIBLE PARKING SIGN -------.--,--,---,,.,-----r~_ED_G_E OF PAVEMENT 1f ISA MARKING _J PER DETAIL BELOW 8' NOT TO SCALE YELLOW DIAGONAL HATCH PAffiRN AT 36" O.C. MAX . SPACING BLUE STALL STRIPING RECORD DRAWING 1/J C 0 1/J '5 ., Cl'. C 0 f-z w ::i: w > 0 Cl'. c.. ::i: f-z w ::. w ~ c.. w f- rn ' z 0 ., ..., ~ ..., .r: (/) ..J <( w (/) ..J <( w (/) ..., u a, ·-0 '-n. • I- C/) ...J w Oz I-<( < Cl) ...J f-~ -Cl'.o o:: z ~~ co 0:: ~(} -=>w • . z>-0:: I->-f-<Cz ::::, 0 I-3:o zU Cl) I ist5 => (9 '~ Cl. 5::: g; ~ <( 0 -"' ,-.. -... >, m ., ..., 0 Cl a. ·.:: u 1/J ., Cl ~ (/) ., ..., 0 Cl C ,:: 0 '-Cl ., ..., 0 Cl w . 0. " -"' .r: z(.) :~ w :,: C Ul ,:: 0 '-Cl co co [IJ w LL. ::,; OCJ a. r---N <:'! o_ "' I ~ ~ I <t I 0 w ro § N a. J_ ~ OCJ "'l N • § '1' 0 ~ it CL ~ -..! • Approvals ._ __ ..;...;. ____ --t :§. PM Manager, Airport Development ~ C -~ i -~ a ::2 02/03/2015 1 Date ,:; ._ __ P_l_a_n_N_o __ ----11 ~ 41090-J115 a 1-----------1,'.;l- Sheet ;; SP 15 of 43 Ex p . CIV I L .. h _J J: <( " u G:i "-J: ~ (.) z ci:c -Ill ::. :<C :,: u:: "' Lu :,: (.) ·a,~ JOHN WAYNE AIRPORT TUBE STEEL POST (TYP) ~ h ~Cl.. ~ i I ~~ ~ ~ ~ r A.. --.1 ::i; t.u o.. o.. ~ f5 ,:i::kilo.. 0::-t.u Q t.u Q ::i;l:z:0::-1,STEEL FASTENERS ,-.; O ~ :z: ~ :z: ~ ,:i:: g§ ~ 1· @ 12" O.C. (TYP) ;;:;~'-BARBED WIRE ::;'-::;..__, ~o'- (THIS ., X X 'x'V ?A xv X X X 'x'V ?A xv X CAMPUS DRIVE RIW ..04"---"'-,BARBED WIRE PER DETAIL ON THIS SHEET 0.2' MIN CHAIN LINK FENCE FABRIC I I SECURITY FENCE INSTALLATION NOTES: 10' MAX. 1. CONCRETE SHALL HAVE A MINIMUM COMPRESS/VE STRENGTH AT 28 DAYS OF 4,000 PSI. 2. FENCE POSTS SHALL BE GRADE A CLASS 1 STEEL PIPE CONFORMINING TO ASTM F 1083 (SCHEDULE 40 STANDARD WEIGHT). 3. CLEAR OPENINGS ADJACENT TO TERMINAL/ END/CORNER/SLOPE/INTERMEDIATE POSTS SHALL NOT tXCEED 2". 1/. ' DIA. (TYP) I . . . . . . . THIS SHEET ~ I I r A --·--. ---. . .. -. ---. . .. -. --- , . \\ ,. \ 10' MAX. .. . . . . " ~ ' XX X }' ,. ,. ,. 1/, ~ PCC FENCE FOOTING ~v (TYP) TYPICAL SECURITY FENCE ELEVATION VIEW NTS 10' MAX. . . . . J "> X ,. ,. ,. X X , XX> " y > " ,. .. .. ,. .. j " '"' XX ' - . . ,. X ,. y'V' XX X . . /' J<-,1"0 )(, X )( A. -.I')( )( ~ .. """ .. ,. XX X ;<, , ( ~--A (THIS SHEET ,. ,. ,. ,. 12· MIN. ·~ 16" DIA. (TYP) 2' ' N ... ~ 4. STEEL FASTENERS AT RAILS SHALL BE 1/B"X1" MINIMUM SPACED AT 12" ON CENTER. 5. SECURE TENSION WIRES TO EACH LINE POST WITH TIE WIRES. NOTE , 3 STRANDS OF BARBED WIRES (TYP.) (12½ -GAUGE, 4-POINT BARBS SPACED @ 5" , APART) -=NO TRESPASSING~ ,:,,... ~ 16" DIA. (TYP) TYPICAL SECURITY FENCE SECT/ONA-A NTS FINISHED GRADE 6. SECURE "NO TRESPASS/NG" SIGN TO FENCE WITH STEEL TIE WIRES AT ALL FOUR (4) CORNERS OF THE SIGN. 7. CHAIN LINK FENCE FABRIC SHALL BE 7 MIL THERMALLY FUSED VINYL COATED (COLOR TO MATCH POSTS AND RAILS) , OVER 9 GAUGE, 2" ZINC COATED STtEL CORE FABRIC. B. CONTRACTOR SHALL SUBMIT A COLOR SCHEME (GREEN) TO JOHN WAYNE AIRPORT FOR APPROVAL PRIOR TO COATING FENCE POSTS, RAIL, CHAIN LINK FABRIC, END POST DEADMAN / CABLES & ANCHOR SYSTEM AND BARBED WIRE ASSEMBLY. 9. CHAIN LINK FABRIC SHALL BE KNUCKLED ON TOP EDGE. 10. SECURITY FENCE SHALL CONFORM TO FEDERAL SPECIFICATION RR-F-191/3, SECTION 206-6 OF THE STANDARD SPECIFICATIONS OF PUBLIC WORKS CONSTRUCT/ON AND PROJECT SPECIFICATIONS. IN THE EVENT OF A CONFLICT, THE MOST STRINGENT PROVISION SHALL APPLY. 1. BARBED WIRE SUPPORT ARM SHALL BE OF SUFFICIENT STRENGTH TO WITHSTAND A WEIGHT OF 250 POUNDS APPLIED AT THE OUTER STRAND OF BARBED WIRE. ;; • 1.00' PRESSED STEEL BARBED WIRE SUPPORT ARM (TYP.) TOP RAIL (TYP.) 1-----,ALL SUPPORT ARMS TO BE LOCKED IN PLACE IN A MANNER SATISFACTORY TO THE ENGINEER AIR SIDE (SECURED) TYPICAL BARBED WIRE NTS LAND SIDE (UNSECURED) ~ ~ • '7N - ' .-.N - ACCESS RESTRICTED =-AUTHORIZED PERSONNEL ONLY ~ I • _.,,, vPC 602 (U) (1) I SHERIFF'S DEPARTMENT (949) 252-5000 ' _.,,, TRESPASSING SIGN NOTES: 1. SIGN SHALL HAVE A WHITE RETROFLECTIVE BACKGROUND WITH BLACK RETROFLECTIVE FONT. 2. SIGNS SHALL BE SPACED 100' ON CENTER ALONG THE LENGTH OF SECURITY FENCE. 3. SECURE "NO TRESPASSING" SIGN TO FENCE WITH TIE WIRES AT ALL FOUR (4) CORNERS OF THE SIGN. NO TRESPASSING SIGN NTS 1· 2 1• 2 - • ,,,,.... ' • -......... ' ,,,, ... RECORD DRAWING ., C 0 ., ·;; " 0:: C 0 f-UJ UJ J: Cf) .J ~ UJ 0 .J <( w Vl .J <( w Vl PM Manager, Airport Development 02/03/2015 Date 16 of 43 >, [D " -0 0 a. ·.:: u ., ., 0 ., -0 0 "{J ,:, .c u C 3: 0 .. 0 ., -0 0 (0 ~ 0 N (0 . CD w LL UFC-710 TY P I C A L C A B L E R E I N F O R C E D C H A I N L I N K Ex p . CIV I L _.,,. ----- / ' I \ ANCHOR POST ROTECTED SIDE " I \ \ Jo I I \ \ ' / -- OFFSET CONCRETE BLOCK OF DEADMAN SYSTEM A MINIMUM DISTANCE AND ANGLE TO AVOID CONFLICT WITH LINE POST FOUNDATION (TYP). CONCRETE DEADMAN & POST OR BOLLARD FOUNDATION CAN BE PLACED MONOLITHICALLY. MAX ANGLE 45 DEGREES. ATTACK SIDE TYPICAL PLAN OF END POST DEADMAN AND LINE POST LAYOUT SCALE: 1 /2'' = 1 '-0" NOTE: FOR RETROFITTING OF EXIST CLF, CABLE CAN BE PLACED ON THE ATTACK SIDE OF THE FENCE FABRIC. FOR NEW CONSTRUCTION, CABLE SHALL BE INSTALLED ON ATTACK SIDE OF POST, BETWEEN POST AND FABRIC. PULL POST (CORNER POST, END POST, OR LAST LINE POST TO RECEIVE CABLE REINFORCING) --- PROVIDE ¾" ¢ GALV STRUCTURAL WIRE ROPE PER NOTE 1 (TYP) PROVIDE CABLE ON ATTACK SIDE OF ALL POSTS AND FENCE UON ANCHOR POST r _ __FL __________________ _ I I IPROVIDE MIN 18" TURNBACK. SEE I : :DETAIL B1/UFC-713 ------~ ----z ----------- -.... ---- FENCE FABRIC NOT SHOWN FOR CLARITY I I I I I I I I I I I I I 1 BOLl1ts (PER DETAIL B3/UFC-705) I MAY PLACED AT END OF CABLE { REINF CING TO PROTECT SECTIONS OF I FENCij THAT ARE NOT HARDENED~ I I /. _., ~ I I I I I I I I I I I I I I I I I I I TYPICAL DEADMAN. SEE SHEET UFC-711 3-0" PROVIDE 1 ¼" ¢ SCHED 40 PIPE BRACE RAILS WELD TO POSTS (TYP) ---------------------~---. . .. .. .. . . • • --~-... :... ;·· WELDED BRACE RAILS SHALL BE INSTALLED AS ... . . • • •. .... 10'-o" LINE POST / I " \ ...I CIVIL DWGS UFC-710 TYPICAL POST SPACING UON LINE POST LO - --l I I I I I I I I I { ,I~ ADDITIONAL CABrsz-=~'<o ~ AS REQ'D ~ :c'., ~ I • •. PER THE PLANS AND AWS D1 .1 (STRUCTURAL •• . 1•.. WELDING CODE -STEEL) AT CORNER, END, . ;; ••• i--~1FOR FOOTING DETAIL, SEE A1/UFC-711 . • :• .; GATE, AND PULL POSTS. DAMAGE TO THE ;.: ·.,: GALVANIZED SURFACE, DUE TO WELDING, SHALL ... .-• : • • BE REPAIRED WITH "REPAIR STICKS" OF ..... _: ..... PROVIDE 1.50" r/J x 6' -0"± LONG, RIGHT-HAND THREADED ROD (GALV). SEE DETAIL B3/UFC-713 ZINC-CADMIUM ALLOYS OR ZINC-TIN LEAD ALLOYS AS PER AWS WZC. TYPICAL ELEVATION OF END POST DEADMAN AND LINE POST LAYOUT SCALE: 1 /2'' = 1 '-0" .. ., . UFC-710 UFC-710 LAYOUT OF REINFORCING DESIGNER OF RECORD TO LOCATE DEADMEN ON SITE PLANS, SATISFYING SPACING CRITERIA, OVERLAPS, AND FENCE CORNERS / TURNING POINTS. AT GATES IT IS DESIRABLE TO HAVE TRAFFIC ON EITHER SIDE OF A MEDIAN TO OPERATE AND PROTECT INDEPENDENTLY (NOT UTILIZING THE SAME DEADMAN SYSTEMS). THEREFORE DEADMEN SHOULD BE PLACED IN THE MEDIAN TO ANCHOR THE GATE REINFORCING FOR EACH SIDE OF THE ROAD. IF THERE IS NO PHYSICAL MEDIAN (MERELY PAINTED LINES), LIMITED ROOM, OR UTILITY CONFLICTS THAT DO NOT ALLOW FOR DEADMEN PLACEMENT BETWEEN THE GATES, ENSURE THAT THE CABLING FOR BOTH GATES ARE CONNECTED--EITHER DIRECTLY OR VIA AN INTERMEDIATE CABLE WHICH CREATES AN INTEGRAL CABLE SYSTEM ACROSS THE ENTIRE GATE AREA. MODIFICATIONS TO TYPICAL DESIGN NOTE FOR CONTRACTOR: IF LARGER DESIGN THREATS OR CUSTOMER REQUESTS INDICATE A NEED FOR GREATER SECURITY, MORE 3/4" r/J CABLES CAN BE UTILIZED OR THE CABLES CAN BE UPGRADED TO 1" r/J. BOTH SCENARIOS REQUIRE THE DEADMAN (WHICH WILL NEED TO BE LARGER) TO BE DESIGNED BY A PROFESSIONAL ENGINEER TO SATISFY THE CRITERIA OUTLINED IN REINF NOTE 18 ON THIS SHEET. FOR BIDDING PURPOSES, ESTABLISH A UNIT COST FOR ADDITIONAL EXCAVATION AND NEW CONCRETE PER CUBIC FOOT. IF 1" r/J CABLE IS USED, SPECIFICATIONS SHALL MATCH REINF NOTE 1 ON THIS SHEET, EXCEPT THE CABLE SHALL HAVE A MINIMUM BREAKING STRENGTH OF 70,000 POUNDS (35 TONS). OTHER COMPONENTS, SUCH AS EYEBOLTS, U-BOLTS, ROPE CLIPS, THIMBLES, AND OTHER ASSOCIATED HARDWARE SHALL BE SIZED ACCORDINGLY. GRAPHIC SCALES 0 1' 2' 4' 1/2" = 1'-0" ---- REINFORCING NOTES 1. REINFORCING CABLES SHALL BE U.S. DOMESTIC MINIMUM 3/ 4" r/J 6x19 CLASS WIRE ROPE, REGULAR LAY, EXTRA IMPROVED PLOW STEEL (EIP), INDEPENDENT WIRE ROPE CORE (IWRC), CONFORMING TO ASTM A1023 AND GALVANIZED IN ACCORDANCE WITH ASTM A475 CLASS A, & HAVE A MINIMUM BREAKING STRENGTH OF 40,000 POUNDS (20 TONS). CABLES WITH A BLACK VINYL COATING, SHALL NOT BE IMPREGNATED. 2. CABLES SHALL BE CONTINUOUS FROM DEADMAN TO DEADMAN. NO SPLICES IN CABLE SHALL BE ALLOWED. CABLE BARRIER SHALL BE INSTALLED BETWEEN FENCE POST AND FENCE FABRIC AS PER PLANS. U-BOLTS SHALL BE INSTALLED PERPENDICULAR TO THE LAY OF THE STRANDS OF THE WIRE ROPE AND SHALL BE TIGHTENED AFTER SAG IN CABLE BARRIER HAS BEEN REMOVED. UNLESS INDICATED OTHERWISE, CONCRETE DEADMAN SPACING SHALL BE AT MAXIMUM 200' INTERVALS & TURNING POINTS (EXTERNAL CORNERS). 3. WIRE ROPE ENDS SHALL TERMINATE AROUND TURNBUCKLES, GATE POSTS OR EXTRA HEAVY-DUTY WIRE ROPE THIMBLES (AT GATES). THESE TERMINATIONS REQUIRE 18" MINIMUM OF ROPE FOR TURN BACK AND A MINIMUM OF (4)-CLIPS EACH (EQUAL SPACING). 4. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING MATERIALS. 5. DEADMEN SHALL BE INSTALLED ON THE SECURED SIDE (INTERIOR) OF THE FENCE; WHILE CABLES SHALL BE INSTALLED ON THE EXTERIOR SIDE OF POST. ANCHORS ARE TO BE PLACED AT INTERVALS OF 200 FEET ON THE SECURE/PROTECTED SIDE OF THE PERIMETER FENCING. 6. PROVIDE NECESSARY SLACK IN CABLES (GATES ONLY) TO ALLOW FOR FULL SWING OF ALL GATE LEAVES. 7. OFFSET DEADMAN SYSTEMS FROM FENCELINE (PLAN VIEW) TO AVOID CONFLICT WITH EXISTING FENCE POSTS. 8. ALLOW EPOXY ANCHOR BOLTS (MIN 2 DAYS) & CONCRETE DEADMEN (MIN 7 DAYS) TO CURE, PRIOR TO APPLYING LOADS (INSTALLING TURNBUCKLES & STRAIGHTENING CABLES). 9. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH AWS D1 .1. ALL WELD MATERIAL SHALL BE E70XX ELECTRODES. 10. STRUCTURAL STEEL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NINTH EDITION OF THE AISC "MANUAL OF STEEL CONSTRUCTION FOR ALLOWABLE STRESS DESIGN. 11. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 AND SHALL HAVE A MINIMUM YIELD STRESS OF 36,000 PSI. 12. ALL STRUCTURAL STEEL MEMBERS AND HARDWARE USED IN CABLE ANCHORING SYSTEM SHALL BE HOT-DIPPED GALVANIZED. ANY AREAS WHERE COATING IS DAMAGED OR REMOVED SHALL BE COVERED WITH A ZINC RICH COMPOUND. 13. TURNBUCKLES SHALL BE 1¼"x18", TYPE I, GALVANIZED IN ACCORDANCE WITH ASTM F1145. 14. WIRE ROPE CLAMPS SHALL BE TYPE I, GALVANIZED, AND CONFORM TO FS FF-C-450. 15. ALL THREADED RODS, U-BOLTS, AND BOLTS SHALL CONFORM TO ASTM A307 AND SHALL BE INSTALLED WITH F844 WASHERS AND A563 NUTS. ENTIRE BOLT ASSEMBLY SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 16. ZINC RICH COMPOUND FOR REPAIRS SHALL BE 95% METALLIC ZINC, BY WEIGHT IN DRIED FILM; INSTALL AT LEAST TWO COATS, 4 MILS MIN TOTAL THICKNESS. 17. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 318. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI. THE MINIMUM CONCRETE COVER SHALL BE 3", UNLESS OTHERWISE NOTED. 18. DESIGN CRITERIA: UFC 4-022-03 "SECURITY ENGINEERING: FENCES, GATES AND GUARD FACILITIES" UFC 4-022-02 "SELECTION AND APPLICATION OF VEHICLE BARRIERS" 19. AT CABLE REINFORCING GATES, PROVIDE TWIST-OFF METAL TIES TO SECURE CABLE TO GATE FABRIC @ 24" QC & U-BOLTS TO SECURE TO GATE UPRIGHTS. MODIFY AS NEEDED TO FACILITATE OPERATION OF GATE. RECORD DRAWING ., C 0 ., ·;; " 0:: C 0 w I <( I-LJ.J LJ.J :r: Cf) ..J ~ LJ.J 0 " :;::; i= -.c (/) ..J <( w (/) ..J <( w (/) u 0 E 0 0 w u '= ti :::, 2 a ~ C u1 □ " ~ ~ "' 0 C >-ao (.'.)-,a 9~8 ..., O<(o II) ~U"<! uu.1~ w zo- e ;~~ • I- Cl) ...J w 0 z I-<( <( Cl) _J ,-Z -Z ~e o:'. a. ::J Ill o:'. 0:: <( <( u -=>w • . z>-o:'. I->-I- <( z 0 I-s:5 zU Cl) I :r:w 0(!) => C)J~ a.. -0:: o:'. 0 ~ <( t) -u " -~ 0 ... a. Approvals PM -"' .... -... >, [D ., -0 0 a. ·.: u "' ., 0 ~ (/) " -0 0 -,:, .,, .c u C 3 0 ... 0 ' " -0 0 w a. ,:j .,, .c zu :~ w I C (/) 3 0 ... 0 <.O ~ 0 N <.O . CD w LL " -0 0 CX) I'--N 0... I 0 0 N st I ~ CX) N I ~ CX) N ci z . ...; 0 ... a. Manager, Airport Development 02/03/2015 Date Plan No. 41090-J115 Sheet OT 17 of 43 C C m ~ <J) -a -~ "' ii;; "' Q. ~ w w -0 N -.... w ;::;- 0 w § Q. C, ~ ~ .., ~ N 0 0 0 I u 0 -~ 0 0 / m ID i;:I " ID ~ m / C, ·i C L ::;. 0 a, r--0 0 ,,., r--0 N / ~ "' u ~ r--0 N < 0 z ! 0 UFC-711 TY P I C A L C A B L E R E I N F C H A I N L I N K F E N C E - D E A D M A N A N D L I N E P O S T Ex p . CIV I L CONCRETE DEADMAN 'B' ,,, [PROTECTED SIDE] I \ -L.--■---■------■---·-- 'A' CABLE [ ATTACK SIDE] PROVIDE CABLE ON ATTACK SIDE OF ALL POSTS AND FENCE UON. NOTE: FOR RETROFITTING OF EXIST CLF, CABLE CAN BE PLACED ON THE ATTACK SIDE OF THE FENCE FABRIC. FOR NEW CONSTRUCTION, CABLE SHALL BE INSTALLED ON ATTACK SIDE OF POST, BETWEEN POST AND FABRIC. TYPICAL PLAN OF DEADMAN AND LINE POST LAYOUT SCALE: 1/2" = 1'-0" PROVIDE ¾" r/J GALV. STRUCTURAL WIRE ROPE (TYP CABLE REINF UON) NOTE: IF USING 1" DIA CABLE, USE 1.5" TURNBUCKLE BODY, 1.5" EYES AND 1.5" DIA THREADED ROD. PULL POST-~ 1----- 1 I I I I ANCHOR POST (OR CORNER POST*) SFENCE FABRIC NOT SHOWN FOR CLARITY -------------------~ 'A' CABLES I I PROVIDE GALV LEFT-HAND THREADED TURNBUCKLE EYE END (FOR 1 ¼" r/J x 18" TAKE-UP) PROVIDE 1.25" TURN-BUCKLE BODY WITH 18" TAKE-UP (GALV) PROVIDE 1.25" r/J x 6' -0"± LONG, RIGHT-HAND THREADED ROD (GALV) -~ SEE DETAIL B3/UFC-713 ' 0 I n ' <D I ~-PROVIDE TYPICAL LO 3'-Q" X 3'-0" X f-6" CONC DEADMAN 2'-3 3/4" ... · .• ..... I I { I CONCRETE DEADMAN 'B' 7'-6"± r: .. ~·:j t·•f.. >--! ... Ii• :.. l 1-: ' • :-1 1: :• • i.. • ;• ·1 • •! I·: ... 1 I <I • •I ':II PROVIDE 1 ¼" r/J SCHED 40 PIPE BRACE. WELD TO POSTS (TYP) I ,._. . :., ~-•·:: .:~'-FOOTING DIA SHALL BE 4 TIMES THE WIDTH OF THE POST. EMBED POST 36" INTO 42" DEEP FOOTING. TYPICAL ELEVATION OF DEADMAN AND LINE POST LAYOUT SCALE: 1/2'' = 1'-0" ~ ~ I '- PULL POST-~ / ---- CONCRETE DEADMAN 'A' ..--/ -.... I \ -.l..-.-·------■- 'B' CABLE \ / '--_., OFFSET CONCRETE BLOCK OF DEADMAN SYSTEM A MINIMUM DISTANCE AND ANGLE TO AVOID CONFLICT WITH LINE POST FOUNDATION (TYP). CONCRETE DEADMAN & POST FOUNDATION CAN BE PLACED MONOLITHICALLY. ~ w 0... 0 ~ (f) '""" ::.::: u I ~ n <t: ~ 45'--IIHI- 1'-o· TYP [PROTECTED SIDE] ----~ / ' I O \ I I \ I \ I [ATTACK SIDE] (EXTERNAL CORNER SHOWN) ~-DEADMAN MAY BE DOUBLED IN SIZE FROM STANDARD SIZE WHERE APPLICABLE BOLLARD TYP [ FENCE . -~~ TYPICAL PLAN OF TURNING POINT POST LAYOUT CIVIL DWGS UFC-711 SCALE: 1/2" = 1'-0" CIVIL DWGS UFC-711 10·-o· TYPICAL POST SPACING UON LINE POST r-------,1 \ ~ YDEADMAN SHOWN FOR ILLUSTRATION o ONLY. ACTUAL DEADMAN LOCATION AS \ 1 ~ I PER SPACING REQUIREMENTS DETAILED IN \ I z_ \ REINF NOTE 2 ON SHEET UFC-710 I I ::i>. I (TYP). I I __ .1 L-----t- \ -------------------------~ I I PROVIDE MIN. 18" TURNBACK. SECURE W/ (4)-WIRE ROPE CLIPS (TYP). SEE DET B1/UFC-713 'B' CABLES I l I - I I I I I I I I I { I I I I 0... ~ ' in I , <D I I I N I ----------------7 7'-6"± PULL POST DEADMAN 'A' [PROTECTED SIDE] 'B' CABLE (INTERNAL CORNER SHOWN) NOTE: THERE IS NO REQUIREMENT TO TERMINATE CABLE RUNS AROUND INTERIOR CORNERS. THE DEADMAN SYSTEMS SHOULD BE PLACED AS THE SPACING DICTATES. [ATTACK SIDE] PULL POST DEADMAN 'B' TYPICAL PLAN OF TURNING POINT POST LAYOUT ANCHOR POST PROTECTED SIDE V CIVIL DWGS UFC-711 NOT TO SCALE CIVIL DWGS UFC-711 GRAPHIC SCALES 0 1' 2' 4' RECORD DRAWING 1/2'' = 1'-0" ., C 0 ., ·;; " 0:: C 0 I-LJ.J LJ.J J: Cf) .J ~ LJ.J 0 " :;::; i= -.c (/) .J <( w (/) .J <( w (/) -u " ·-0 ... Cl. • I-Cl) ...J w Oz I-<( <( Cl) ...J ,_z -0:: 0:: o:'. z ~~ Ill o:'. ~ ;:i -=>w • . z>-o:'. I->-1- <( z 0 I-s:5 zU Cl) I i5bl => (9 '~ a.. ci: g§ ~ <( t) Approvals PM Manager, Airport Development 02/03/2015 Date Plan No. 41090-J115 Sheet OT 18 of 43 >, [D ., -0 0 a. ·.:: u "' ., 0 ~ (/) " -0 0 -,:, .,, .c u C 3: 0 ... 0 ' " -0 0 (0 ~ 0 N (0 . CD w LL Cl) -0 0 CX) I' N 0... I 0 0 N -st I ~ CX) N I ~ CX) N ci z . ...; 0 ... Cl. C C m ~ <J) -a -~ "' ii;; "' Q. ~ w w -0 N -.... w ;::;- 0 .., § Q. C> ~ ~ ..; ~ ,,., 0 0 0 I u 0 -~ 0 0 / m ID i;:I " ID ~ m / C> ·i C L ::;. 0 a, r--0 0 ,,., r--0 N / ~ "' u ~ r--0 N < 0 z ! 0 UFC-713 CA B L E R E I N F O R C I N G D E T A I L S Ex p . CIV I L STANDARD NUT & LOCK WASHER-------;:i:1I1J_ _ __rJIJp_, LINE POST---------- U-BOLT---------~~i.£:,,,___<4-L-, 3/ 4" 1/J WIRE ROPE--~~~-=--=--=--=--=-----~--~L~->~t-=-S:;, ><I-::::_-=__j CHAIN LINK FABRIC* (* OUTSIDE OF CABLE IF INSTALLING NEW FENCE; INSIDE OF CABLE IF RETROFITTING EXIST CLF) 4" NOMINAL 1/J POST (TYP) "A" CABLES PROVIDE ¾" 1/J STRUCTURAL WIRE ROPE (TYPICAL) A STRIP EXPOSED THREADS AFTER TIGHTENING NUT OR TACK WELD (TYP EVERY 4th POST) PROVIDE½" 1/J STEEL U-BOLT W/ PL (TYP OF 4 @ EACH POST). SEE DETAIL Al/UFC-7 NOTE: USE THIS DETAIL FOR ORNAMENTAL LINE POSTS. OPTIONAL REPLACEMENT OF DETAIL C1 THIS SHEET FOR CLF LINE POST. 4" NOMINAL !/J POST (TYP) PROVIDE ¾" !/J GALV STRUCTURAL WIRE ROPE B STRIP EXPOSED THREADS AFTER TIGHTENING OR TACK WELD (TYP EVERY 4th POST) 3/8" FLAT BAR, 1 1 /2'' WIDE; PROVIDE HOLES AS REQUIRED TO RECEIVE U-BOLTS PROVIDE½" !/J STEEL U-BOLT W/ PL (TYP OF 2 @ EACH POST). SEE "FENCE U-BOLT DETAIL" THIS SHEET I I I I PLAN '-',-----4---l-,,[:i:J.-1--4-1-----1-...j....---' 'N _l,,"-4,le --~-SCALE: 3" = 1 '-0" FC-71 UFC-713 UFC-713 I U-BOLT SHALL BE INSTALLED PERPENDICULAR TO STRANDS OF WIRE ROPE (TYP) --LINE POST CONT CABLE @ ANC POST "B" CABLES d ~ 'v '\.Cl ......... -N N ' N ......... - N J ' -sj-......... ,.,, IX) A N GROUND LEVELt T "A" CABLES~~ "B" CABLES PROVIDE LOCK WASHER & HEX NUT (TYP) ADJUST CAB LE HEIGHTS AS INDICATED WHERE CABLES OVERLAP --+------~ '-~" SECTION A - A II ~ ~ (/) 3/8" FLAT BAR, 1 1 /2'' WIDE; PROVIDE HOLES AS REQUIRED TO RECEIVE U-BOLTS CONT CABLE @ ANCHOR POST OR STANDARD LINE POST---< J B ' LO 0 ,.,, CROUND L£VEL 7 T PROVIDE LOCK WASHER & HEX NUT (TYP) --- -----,- 1==~= I CROSS SECTION THRU POST LINE POST DETAIL (CLF ONLY) CABLE ANCHORAGE DETAIL@ PULL & ANCHOR POST W/ OVERLAPPING CABLES CABLE ANCHORAGE DETAIL@ PULL & ANCHOR POST SCALE: 3" = 1 '-0" UFC-711,UFC-710 UFC-713 SCALE: 3" = 1 '-0" CABLE CLAMP SEE SEE SEIZING NOTE DETAIL B2 THIS SHEET\ PROVIDE GALV. EXTRA HEAVY-DUTY WIRE ROPE THIMBLE, EXCEPT WHERE ENCIRCLING GATE/FENCE POST OR TURNBUCKLE EYE. 18" MINIMUM TURN BACK 3/4" DIAMETER WIRE ROPE --~ 3., 26" MINIMUM TURNBACK FOR 1" CABLE 5 .. (MIN.) (TYP.) ORNAMENTAL FENCE NOTE: STRIP VINYL COATING OFF WIRE ROPE SEIZING NOTE: WIND SEIZING WIRE IN A TIGHT IN AREA OF CLIPS AND THIMBLE (APPROX. LAST 4'-6"). SPIRAL AROUND THE ROPE END TO A 1" LENGTf OF SEIZING. TWIST THE TWO ENDS OF THE NOTE (ALL FENCE TYPES): INSTALL SADDLE OF CLIPS ON LIVE SEIZING WIRE AT THE CENTER OF THE SEIZING SIDE (AS SHOWN), SEIZE CUT END OF WIRE ROPE, AND TORQUE LENGTH. USE ZINC COATED STEEL WIRE. NUTS PER MANUFACTURER'S RECOMMENDATIONS (TYP). TYPICAL TURNBACK AND CLAMP DETAIL SCALE: 3" = 1 '-0" UFC-710, UFC-711, UFC-712 UFC-713 2 -THR EADED REGION ~ ~ -* FIELD VERIFY. co L 6 ¼" FOR 4"¢ POSTS 0 ' ~ LO * '-._..,I FENCE U-BOLT DETAIL SCALE: 3" = 1 '-0" UFC-713 UFC-713 ~-PROVIDE GALV WIRE ROPE CABLE CLAMP (TYPICAL OF 4) W/ LOCK NUTS. USE 5 CLAMPS FOR 1" DIA WIRE ROPE. CLAMP DETAIL NOT TO SCALE UFC-713 UFC-713 UFC-710 UFC-713 SCALE: 3" = 1'-0" UFC-711 UFC-713 ~1/4"x4"x0'-4" PL (W/ 1 (s" DIA IN CENTER FOR ROD) 3/16" 1 1 /2'' DIA GALV STEEL ROD : I . I 5'-o" TO 8'-o" I . 6" DEADMAN ANCHOR ROD SCALE: 3" = 1'-0" UFC-710, UFC-711 UFC-713 GRAPHIC SCALES 3" = 1'-0" 0 4" 8" 1 '-4" RECORD DRAWING 1 1 /2" = 1 '-0" 111 = 1 '-0" - -- -0 6" 1' 2' - -- - ., C 0 ., ·;; " 0:: C 0 I-LJ.J LJ.J :r: Cf) ...J ~ LJ.J 0 ., :;::; i= .... .c Vl ...J <( w Vl ...J <( w Vl .... u " -~ 0 '-a. • I- Cl) ...J w 0 z I-<( <( Cl) _J ,-Z -Z ~e o:'. a. ::J Ill o:'. 0:: <( <( u -=>w • . z>-o:'. I->-I- <( z 0 I-s:5 zU Cl) I :r:w 0(!) => C)J~ a.. -0:: o:'. 0 ~ <( t) Approvals PM Manager, Airport Development 02/03/2015 Date Plan No. 41090-J115 Sheet OT 19 of 43 >, [D " .... 0 0 a. ·.:: u ., ., 0 ., .... 0 0 "CJ .:,, .c u C 3: 0 '-0 <.O -0 N <.O . CD w LL ., .... 0 0 CX) I'-- N 0... I 0 0 N ... I -CX) N I -CX) N ci z . ...; 0 '-a. C C m ~ <J) -a -~ "' ii;; "' Q. ~ "' "' -0 N ...... "' ;::;- 0 .., § Q. C> ~ ~ ..; ~ "' 0 0 0 I u 0 -~ 0 0 / m ID i;:I " ID ~ m / C> ·i C L ::;. 0 a, .... 0 0 .,., .... 0 N / ~ "' u ~ .... 0 N < 0 z ! 0 UFC-705 Ex p . CIV I L TY P I C A L B O L L A R D D E T A I L S UFC-705 • NOTE: STEEL PIPE FOR BOLLARDS SHALL CONFORM TO ASTM A53, TYPE E OR S, GALVANIZED. 1)f TALL GROUT WASH DOME PAINT 4" WIDE ALTERNATING BLACK & YELLOW STRIPES:--. ~~-1 'f 8" DIAMETER-SCHEDULE NOTE: TAB PLATES MAY BE WELDED VERTICALLY WHEN USING BOLLARDS FOR CABLE REINFORCING ALONG FENCELINE. "" 80 STEEL PIPE (FILL POST WITH CONCRETE)~- 1" CROWN~- -:. . ,t( •• Ll. 4 CONCRETE FOOTING 4 4 4 . A • "1 2'-0" DIA (MIN) CONC FILLED BOLLARD~ FOOTING SCALE: 1" = 1 '-0" NOTE: CRASH CHANNEL TO BE PAINTED YELLOW OR BLACK DEPENDING ON ACTIVITY ELEVATION PLAN VARIOUS UFC-705 PROTECTED SIDE THREAT SIDE <D NOTE: CHANNEL SPLICES SHALL OCCUR AT MID-SPAN B/W BOLLARDS PROFILE (2)-¾"¢ A325 GALV BOLT ASSEMBLIES. STRIP EXPOSED THREADS. (TYP @ EA BOLLARD, SPACED EVERY 3' TO 6' OC) GALV CHANNEL, Cl 2x20.7 CHANNEL FOR BOLLARDS SCALE: 1" = 1 '-0" CIVIL DWGS UFC-705 ,-- - ----'1.r-- - - -T \ I \. / • i'-/ ~+-1-=--c "--BOLLARD O'> ' LO 0 VARIATION AT BOLLARDS TAB PLATE DETAIL SCALE: UFC-705 UFC-705 NOTE: CONTRACTOR SHALL HAVE PLATED BOLLARD CONNECTION ANALYZED AND STAMPED BY A REGISTERED ENGINEER FOR IT BE USED FOR ATFP PURPOSES. LOCKING BAR TAB PLATES (IF REQ'D). SEE DETAIL C5 ON THIS SHEET. ,,,------1,Jf TALL GROUT WASH DOME PAINT 4" WIDE ALTERNATING BLACK & YELLOW STRIPES. TYP ¼ ,-------8" DIAMETER-SCHEDULE 80 STEEL PIPE (FILL POST WITH CONCRETE) ' '<I-I . - 1 ¾" ' ~ LO • ~ 1 '-4" II CONCRETE SLAB OR DECK II PL -%" x 1'-4" x ~ 1'-4" GALV (TYP) ¾" r/J GALV THREADED RODS WITH 45 DEGREE CHISEL 5 ¼" 5 ½" 5 ¼" POINT (HILTI STANDARD "HAS" ROD OR APPROVED EQUIVALENT) (TYP AT 8 LOCATIONS) • • ID ·o ..... ~ -+-~--+-• ~PROVIDE STANDARD SIZE ~ LO -+-+---• • HOLES FOR ¾" r/J THREADED ~ - ANCHOR ROD (TYP AT 8 LOCATIONS) PL-%" x 1'-4" x 1 '-4" GALV (TYP) CONC FILLED BOLLARD ~ PLATE SCALE: 1" = 1 '-0" CIVIL DWGS UFC-705 GRAPHIC SCALES 0 6" 1' 2' 111 = 11 -011 - -- -0 4• 8" 1'-4" 1 1 /2" = 1 '-0" - -- - 0 3" 6" g" ---- - RECORD DRAWING ., C 0 rn ·;; " 0:: C 0 I-LJ.J LJ.J J: Cf) ...J ~ LJ.J 0 " :;::; i= -.c ...J <( w (/) ...J <( w (/) -u " -~ 0 '- • I-Cl) ...J w Oz I-<( <( Cl) ...J ,_z -0:: 0:: o:'. z ~~ Ill o:'. ~ ;:i -=>w • . z>-o:'. I->-1- <( z 0 I-s:5 zU Cl) I i5bl => (9 '~ a.. ci: g§ ~ <( t) >, [D ., -0 0 a. ·.:: u rn ., 0 ~ (/) " -0 0 -,:, .,, .c u C 3: 0 '-0 ' " -0 0 (0 -0 N (0 . CD w LL C ~ " ~ -<J) 0 -a 0 & ii;; "' CX) Q. I' N C'.'J 0... w I ~ ~ i -st ~ I I ~ -~ co ;$ N "' g I ci s z - (/) Cl. -~ I Approvals a. ~ -------~ PM Manager, Airport Development 02/03/2015 Date ~ ·i E l § I ---P-la_n_N_o_. --,.... 0 ; 41090-J115 -------< Sheet OT ~ ! C 20 of 43 Ex p . CIV I L PROJECT: John Wayne Airport -Bristol St. Widening LOCATION: Bristol St. & Campus Or. Newport Beach, CA PROJECT NUMBER: 2073007910 COMPLETED: 8/8/13 COMPLETED: 8/8/13 WELL f PROBE HOLE f BOREHOLE NO: B-1 PAGE 1 OF 2 NORTHING (fl}: LATITUDE: GROUND ELEV (ft): EASTING (fl): LONGITUDE! TOC ELEV (ft)· DRILLING: STARTED 8/8/13 INSTALLATION: STARTED 8/8113 DRILLING COMPANY: Cal-Pac DRILLING EQUIPMENT: Mobil B-61 DRILLING METHOD: Hollow Stem Auger SAMPLING EQUIPMENT: s lits oon INITIAL DTW (fl): 35 8/8/13 STATIC DTW (ft): 35 8/8/13 WELL CASING DIAMETER (in): ... LOGGED BY: J. Fischer BOREHOLE DEPTH (ft): 51.5 WELL DEPTH {ft): -- BOREHOLE DIAMETER (In): 5.3 CHECKED BY: 1220 1225 5 1230 1235 10 1240 15 oescriplior, 4" Asphall SM SIL TY SAND ; SM: 10YR 414 dark yellowish brown: 75% llne grained sand: 25% fines; medium dense; moist: no petr~eum hydrocarbon odor (PHCO): no staining SP- SM ... same as abo.,,e; 65% llne to meditJm grainOO samt 35% nnes ... same as aboYe ; 1 OYR 4f6 dark yellowish bro'Ml; 70.5% fine to ooarse grained sand; 28.7% fines: 0.8% fine grained gravel ... same as aboYe SAND WITH SILT : SW-SM; 10YR 416 dark yellowfsh brown; well graded; 92.4% fine to coarse grained sand; 6.3% fines; 1.2% fine grained graYel; medium dense: dry: no PHCO: no staining SAND WITH SILT ; SP-SM; 10YR 5/4 yellowlsh bro'NT'I: poorly graded; 90% fin& to medium grained sand: 10% fines; meditJm dense: dry: no PHCO: no staining ... same as above: 94.5% fine to coarse grained sand: 5.3% fines: 0.1 % fine grained gravel • a E ,jj Time Sample ID 1220 8-1-2 1225 B-1-5 1235 B-1-10 1240 B-1-15 1250 B-1-25 DS SA DS SA DS SA BORING LOG 8-1 I:; '$),,,-~-~----t--~---;-/ ~1 DRIVEWAY EXP JT 1--111-'"""->I.J'-J ~ ABBRE\'IA TION 5' 5 6 6 6 9 10 4 7 8 12 16 18 4 6 6 ' 13 20 10 14 19 5 10 15 20 25 Borehole Baci<fill 1' Concrete c,. Na.liYe Soll Backfill WPJ WEAKENED PLANE JOINT BCR BEGINNING OF CURB RETURN WELL WP J 1----11"---"'WP~J '-J ~LI POLE EXP JT WPJ CURB RAMP EXP JT EXPANSION JOINT ECR END OF CURB RETURN N01ES, 1. WEAKENED PLANE JOINTS SHALL BE USED FOR ALL JOINTS, EXCEPT THAT EXPANSION JOINTS SHALL BE PLACED AT THE BCR AND ECR IN CURB, GUTTER AND SIDEWALK, AND AROUND UTILITY POLES LOCA1ED IN ~DEWALK AREAS. 2. WEAKENED PLANE JOINTS SHALL BE CONSTRUC1ED AT REGULAR IN1ERVALS NOT EXCEEDING 10' (3000 mm) IN WAL.KS AND 20' (6000 mm) IN GUmRS. JOINTS IN CURB AND WALK SHALL BE ALIGNED. 3, CURB AND GUffiR SHALL BE CONSTRUCTED SEPARA1ELY FROM SIDEWALK. \ROPERTY LINE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION P'IICIIU.l.,l= !ITlH[ r,,11:11.11:; Wl;llllllall _,--tlMta:!I PIil. Ufl!DtlOQII; CCM~JTIU ,_ 11£Y. 1118,. a00I CURB AND SIDEWALK JOINTS USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCllON SEE OCPW STANDARD PLAN 11 2-2-0C FOR CONDITIONS STANDARD PLAN 112-2 PROJECT: John Wayne Airpcrt -Bristol St. Widening LOCATION: Bristol St. & Campus Dr. Newport Beach, CA PROJECT NUMBER: 2073007910 WELL/ PROBEHOLE I BOREHOLE NO: B-1 PAGE 2 OF 2 DRILLING: STARTED 8/8/13 INSTALLATION: STARTC:D 8/8/13 DRILLING COMPANY: Cal-Pac COMPLETED: 8/8/13 COMPLETED: 818/13 NORTH!NG (ft): LATITUDE: GROUND ELEV (ft): INITIAL DTW (ft): 35 8/8/13 STATIC DTW (ft): 35 818113 WELL CASING DIAMETER (in):-· LOGGED BY: J. Fischer EASTING (ft): LONGITUDE: TOC ELEV (ft): BOREHOLE DEPTH (ft): 51.5 WELL DEPTH (ft): --- BOREHOLE DIAMETER (In): 5.3 CHECKED BY: DRILLI NG EQUIPMENT: Mobil B-61 ORILLING METHOD: Hollow Stem Auger SAMPLING EQUIPMENT: s lits oon 1310 35 131 5 40 1320 45 55 :1 :1 I :i ·I :I Description ,.,same as a ova SP SAND : SP: 1 OYR 5f4 yellowish bro'M'l: poorly graded: 95.2% fine to coarse grained sand; 4.4% fines: 0.3% fine gravel; dense; wel; no PHCO: no staining SC SW- SM CLAYEY SAND ; SC; 2.5Y 514 light olive brovm; 80% line to coarse grained sand : 0% fines: dense: wet; no PHCO : no staining ; . ve rowr,: fines: 10% fine grained sand; high plasllclty: Yery stiff; moist; no PHCO; no staining Well graded SANO VYITH ClAY : SW-SC: 2.5Y 412 dark I \ grayish brown; 90% fine 10 coarse grained 1 I sand: 10% fines; dense: wet: no PHCO: no , lstaining J SAfIDWITHSl□;SW-SM;"'2:5YJ72Wii'y ­ dark grayish bf'O¼Tl; well graded: 88.3% line to coarse grained sand; 11.1% fines; 0.7% fine gravel; very dense: wet: no PHCO; no staining Groundwater encountered @-35' BGS. Hole termlnaled at 51.5 feet. ~I Time I ;a Sample ID ~5 1300 8·1-30 1310 B-1-35 1315 8-1-40 1320 B-1-45 SA SA BORING LOG 8-1 10 14 17 9 13 17 6 9 21 15 27 37 ,5 27 " 55 Borehole Backfill cemenu Bentonite GrotJt BaGk.fill The following Standard Plans for Public Works Construction, 2009 Edition, of the Public Worl<s Standards, Inc, hove oeen adopted DY OCPW with conditions which shall apply to OCPW use. The conditions ore listed below. SPPWC" 112-2 OCPW" 112-2-0C Name and Conditions Curb and Sidewalk Joints I. Weakened plane Joints CWPJ} shall be constructed Tn curb and and gutter not exceed 10 feet. 2. WPJ shall oe o depth of ¼ to ~ of the concrete thlcl<ness. 3, Expansion joint tExp JTl shall be full depth, 4, o. Sidewalk: WPJ shall oe qulcKJolnts and finished with o l}utterfly tool (R,1/s Inch). b. Formed Curb and Gutter: Exp JT shall be ¼ Inch thick premolded fTller <asphalt saturated fiber} in the top of curb, face of curb and across the gutter, as requir-ed by the Engineer. c. Extruded Curo and Gutter: Exp JT shall De cut (hand tooled) In the top of curl}, face of curb, and across the gutter or sawcut (within 24 hours). d. Gutter Transition: Exp JT shall be ¼ inch thick premolded filler, os required by the Engineer. 5, Meter ooxes and vaults shall hove WPJ similar to tree well detail, 6. Prernolded Filler < ¼ inch thick. asphalt saturated fiber) shall be placed between sidewalk return and curb. COUNTY OF ORANGE, OC PUBLIC WORKS DEPARTMENT STD. PLAN Approved _/ Ignacio G. Oe !!la, Chief Engineer Rov;,;oe,Apri12013 112-2-QC 1---------------------------------1 SPPWC STANDARD PLANS -CURB & SIDEWALK JOINTS SHT. 1 OF 1 PROJECT: John Wayne Airport -Bristol St. Widening LOCATION: Bristol St. & Campus Dr. Newpon. Beach, CA PROJECT NUMBER: 2073007910 DRILLING: STAATED 8/8113 INSTALLATION: STARTC:O 818113 DRILLING COMPANY: Cal-Pac COMPLETED: 8/8/13 COMPLETED: 8/8113 DRILLING EQUIPMENT: Mobil 8-61 DRILLING METHOD: Hollow Stem Auger SAMPLING EQUIPMENT: 5 lit$ n 0900 0910 5 0915 0'320 10 0925 15 0930 20 Description Ml SANDY SILT ; ML; 10YR 4,14 daOI. yello'MSh brown: 52.2% fines: 47.8% fine to medium grained sand; non plastic: very stilt. dry: no petroleum hydrocarbon odor {PHCO); no , staining 1 CL 's7'NOYCUJ.Y; CL;"fOYR4/6"dal"K ---- yellowish brown; 60"/o fines: 40% fine grained :sand: low plasticity; stiff; morst; no PHCO: no Sc staining / "CUYEY"S1iND";SC;"1UYR ~,~oarK --- yellowish brown; 60% fine grained sand; 40% fines: medium dense: moist: no PHCO: no staining ___________ ~ ___ J~ SM SILTY SAND ; SM: 10YR 4f6 dark yellowish brown: 65% fine to medium grained sand; 35% fines; loose: moist; oo PHCO; no staining ... same as above ; 55% fine grained sand: 45% fines; meditJm dense CLAY : CL: 10YR 5/4 yellowtsh brown: 75% fines: 25% fine grained sane!; low pla1:1ticity; very stiff; moist; no PHCO; no staining WELL I PROBEHOLE I BOREHOLE NO: • B-2 PAGE 1 OF 1 -NORTHING (fl): LATITUDE: GROUND ELEV (ft): INITIAL DTW {ft): NE STATIC DlW (ft): NE WELL CASING DIAMETER (In): --- LOGGED BY: J, Fischer Time Sample ID 0900 B-2-2 0910 8-2·5 0915 B-2-7 0920 8-2-10 0925 B-2-15 0930 B-2-20 9 #200 B 9 2 AL, 5 MD 12 ' 5 7 • MD 8 AL 10 4 7 10 5 9 17 EASTING (ft): LONGITUDE: TOC ELEV (ft): BOREHOLE DEPTH (ft): 31.5 WELL DEPTH (fl): -- BOREHOLE DIAMETER (In): 5.3 CHECKED BY: Borehole Baekfill 1' concrete c,o Native Soil Backfill I'"" 25 ... same as aboYe 3 7 11 I i i 0940 30 SM SILTY SAND : SM; 2.5Y 514 lightolive brown: 75% fine grained sand; 25% fines; medium dense: moist; no PHCO; no staining 4 5 10 ~ • ~ I ! ~ ~ @ 35 GrotJridwaler not encountered. Hole terminated at 31.5 feet. 0940 6•2.•30 35 "'---------'----'----'----------------"'------'--'--------"'--'-----'------'--~------~ BORING LOG 8-2 The following Standard Plans for Publlc Works Construction, 2009 Edition, of the Puolic Works Stondords, Inc. hove oeen adopted l}y OCPW with conditions which shall apply to OCPW use. The conditions ore listed below. SPPWC " 120·2 OCPW " Name and Conditions 120-2-oc Curb and Gutter-Barrier I. Type A-2. Place asphalt concrete surfacing 1/a Inch ooove edge of PCC gutter, except In the case of curl} rorrps where the asphalt concrete surfacing shall oe flush with the PCC gutter, 2. Type D-1. TOCK AC pavement with emJISified asphalt ot rote of 0.05 gallons per square yard prior to placing AC curb. Alternate D1 curb rnov be constructed usln<;i a batter of 6:12 and 5 inches top width os shown per Detail "A" oelow. 3. For the Type A2-6Cl50> curb, the ·w· dimension shall l}e I foot-6 inches, unless otherwise indicated on the Plans. 4, Curb type shall oe selected according to the following tooie, <45 rrph Median Al ·611501 Adjacent to sidewalk A2-61150l ,_----~----BATTER 6112 PAVD.£NT AL TERNA TE Pl-6()501 DETAIL "A" al,, 45 rrph See detoll "B" below A2-6tl501 • !l! lo DETAIL •s• COUNTY OF ORANGE, OC PUBLIC WORKS DEPARTMENT Approved STD. PLAN Re,;,;oo, Aoril 2013 120-2-QC ,._ _____________________________________ _, SPPWC STANDARD PLAN -CURB AND GUTTER-BARRIER SHT. 1 OF 1 . PROJECT: John Wayne Airpon.-Bristol St. Widening LOCATION: Bristol St. & Campus Dr. Newport Beach, CA PROJECT NUMBER: 2073007910 DRILLING: ST ART ED 818113 INSTALLATION: STARTED 8/8/13 DRILLING COMPANY: Cal-Pac COMPLETED: 8/8113 COMPLETED: 8/8113 DRILLING EQUIPMENT: Mobil 8-61 DRILLING METHOD: Hollow Stem Auger SAMPLING EQUIPMENT; s lits on 1040 1050 5 1055 1100 10 11 05 15 1110 20 DescripliOn SM SIL TY SAND : SM: 10YR 314 dark yellowish brov.n: 59.3% fine grained sand: 40. 7% fines: meditJm dense: dry: no petroleum hydrocarbon odor (PHCO): no staining ... same as above : 80% fine to meditJm grained sand; 20% fines ... same as above : 60% fine to meditJm grained sand; 40% fllies ... same as above ; 85% fine lo coarse grained sand: 15% fines SANDY CLAY ; CL; 10YR 4/4 dark yeltowfsh brown: 66% fines; 35% fine grained sand; low plastlclty: very stiff: moist no PHCO; no staining ... same as above: 85% fines; 15% fine grained sand; medium plastlclty WELL I PROBE HOLE / BOREHOLE NO: B-3 PAGE 1 OF 1 NORTHING (ft): LATITUDE: GROUND ELEV (h}: INITlAL DTW (fl): NE STATIC OTW (ft): NE WELL CASING DIAMETER (In): -- LOGGED BY: J. Fischer Time Sample ID 1040 B-3-2 1050 B-3-5 1055 B-3•7 1100 B-3-10 1105 B-3-15 11 10 B-3-20 15 #200, 15 OS 1B 7 7 7 9 MD 16 AL, UC 19 5 6 6 9 19 27 4 6 18 EASTING (ft): LONGITUDE: TOC ELEV (ft): BOREHOLE O~PTH (ft}: 31.5 WELL DEPTH (fl): - BOREHOLE DIAMETER (In): 5.3 CHECKE:DBY 5 10 15 20 Borehole Backfill 1' Concrele cao NaliYe Soil Backfill ~ 1115 25 ... same as above 7 10 18 25 I ~ ~ 1115 B-3-25 AL g 1120 30 ... same as aboYe; 2.SY 4/3 olive bro'Ml 5 8 20 30 I 35 LTY SANO ; SM: 2.5Y 4!3 olive bro'M'I; fine rianed sand: 25% fines: medium taining Hole terminated al 31.5 feet. 1120 B-3-30 BORING LOG 8-3 E "' E z :::, "' a, -"' • 6" ::, w ... u . _15D mm '. \ ,BAITTR 3,12 SLOPE 8.3:1'-. 35 E ' E "' ~ E E .. ::-;_ • "' 0 "' - E E 0 "' A1 -6(150) AND A1 -8(200) 150 mm BAITTR J,12 SLOPE 2.0% · .... 5l -~ L£'1EL -1 -bs mm) A2-6(150) AND A2-8(200) 6" ~!::, (150 mm') MIN ~-+--;...~~,.:;-u 3/4" (20 mm) R BAffiR J,12 BOTH SIDES 81 . 5l """"---------'----"-'--_;::__:j_ -D1 -6 150 AND 01-8 200 A3-6(150) AND A3-8(200) NOTES, 1. THE LAST NUMBER IN THE DESIGNATION IS THE CURB FACE (CF) HEIGHT, INCHES (mm)_ 2_ GUffiR \\1DTH, W, IS 24" {600 mm) UNL£SS OTHER\\1SE SPECIFIED- 3. TYPES Al, A2, A3 AND Cl SHALL BE CONSTRUCTED FROM PCC_ 4. TYPE D1 CURB SHALL BE CONSTRUCTED FROM ASPHALT CONCRE1E. 5_ TYPE C1 CURB SHALL BE ANCHORED 111TH SlEEL DOWELS AS SHOWN OR l'olTH AN EPOXY APPRO'IED BY THE ENGINEER. 6. ALL EXPOSED CORNERS ON PCC CURBS AND GUffiRS SHALL BE ROUNDED WITH A 1/2" (15 mm) RADIUS_ 4ismm") f4 x 10" 0 4• oc (#1JM x 250 mm 0 1200 mm OC) GROU1ED IN PLACE C1-6(150) AND Cl-8(200) STANDARD PLAN FOR PUBLIC WORKS CONSTRUCTION l'-.......-1&> Ill' lHI!: STANDARD PLAN P"U!IUtl -IJTH'IDNIDII .. tl. CURB AND GUTTER BARRIER 120-2 ---,_ MV. 19N, 2009 USE WllH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CCX',1S1RUC110N SEE OCPW STANDARD PLAN 120-2-0C FOR CONDITIONS RECORD DRAWING ., C 0 ., ·;; " 0:: C 0 f-LJ.J LJ.J J: Cf) _J ~ LJ.J 0 __J <( w Vl __J <( w Vl • 8 E 0 u ti 2 C _g -"' w >, [D " +' 0 0 "-·.:: u ., ., 0 ., +' 0 0 " .,,_ .c u C 3 0 '-0 ., +' 0 0 0. " .,,_ .c zu 0~ ~ & "' w I C (/) 3 0 '-0 (0 ~ 0 N (0 CD w LL ., +' 0 0 CX) I' N 0.. I 0 0 N st I ~ CX) N I ~ CX) N ci ii;; z --~ I Approvals o. ~ ---------------~ ~ PM Manager, Airport Development ·i E l § 02/03/2015 ~o~ Date ~ •---P-1□-n--N-□-.-----/ 0 ; 41090-J115 --------------•< Sheet OT 21 of 43 Ex p . CIV I L STRECT S...CPE LESS THAN 41: GUm:R TRANSl110N GUTTER TRANSITICft RIDGE FLOW LINE STR GR 1. (:25 mm •• ,. 1:200 mm (23 mm") ll,c,.._..,..,_="-11 PADP£Rl'r LINE 600 mm 15• (4500 rm,) I L/"'.t--"""'"-" 1 '~ • • • FOUR EQUAi.LY SPACED DOVIEl.S ~ =-'-I-----' JON~~T~fr 4 ,. {100 mm) LONGITUDINAL GUTTER cmm, w EXP TYPICAL CROSS GUTTER PLAN STREET SLOPE LESS THAN 4% STREET SLOPE 4'4: OR GREATER STREET CENTERLINE ...us r (SJ ml'I) R.OW LINE CURB Nm:WAL CF MINUS 2" (50 rrwn) IIJTIER .. (200 mm) SECTION A-A -now PIUPERTY LINE I f TYPICAL CROSS GUTTER PLAN STREET SLOPE MORE THAN 4% 6' (1800 mm) ,. ,. 1 PROPERTY ... , (25 ~ ,.~ mm \"uu mmJ (25 mm) 900 mm (900 mm) ·• ; E " 0 N LNl 8 • • • • • ~ -s1 X EOOALL Y SPACED ¥laS F~ CONTACT JOIN'IS 00 4 . (100 rmi) SECTION B-B SECTION C-C SECTION D-D STANDARD PLAN S FOR PUBLIC WORKS CONSTRUCTION l'l'ICIIJI.Mi.'l!D 11'1' M r.....,_, -IIT.-.;1 .... 1111 INC,. ---·-'1£'1. tlollll!I, 2«11:1 CROSS AND LONGllUDINAL GUTTERS USE Wlll·I STANDARD SPECIF1CAT10NS FOR PUB.JC WORKS CONSTRUCTION SEE OCPW STANDARD PLAN 122-2-0C FOR CONDITIONS STANDARD PLAN 122-2 AP -NOTE 1 3 v.1RES AT 5" (125 mm) OC CORNER OR END POST--!JM CORNER POSTS USED WHERE FENCE LI NE DEFLECTION GREATER THAN 30" 2" (50 mm) TO 36" BOTTOM OF FABRIC (900 mm) IE WIRE -NOTE 9 5" (125 mm) LINE POS TS TIE WIRE GROUND LINE F H F 5' (1.50 m) 30" 12"J I s" I I (200 mm) OR LESS (750 mm ) OVER 5' 36" (300 m ) LI NE POST TYP ICAL FENCE (1.50 m) (900 mm) INTERMEDIATE / SLOPE POST 12" {JOO mm) PIPE RAIL TENSION ROD WITH TRUSS TIGHTENER ~ INTERMEDIATE POSTS USED AT 300" (90 m) MAX O.C. SLOPE LINE POST 36" (900 mm) POSTS USED AT GRAOE CHANGES > 5%. I 112" (300 mm) INTERMEDIATE / SLOPE POS T FOR WALL THICKNESS LESS THAN 8" (200 mm), INSTALL FENCE OUTSIDE WALL TOP OF WALL ;':'fJ6"mm) TO BOTTOM OF FABRIC SEE EMBEDMENT DE TAIL, SHEET 2 HEADWALL FENCE - USE PIPE RAIL NOTE 6 HEADWALL CHANN EL WA LL AND WINGWALL AT HEADWAL L STANDARD PLANS FDR PU BLJC WORKS CO NSTR UCTION PFICMULCATED BY THE PUBLIC WCRl-:S STANDARDS INC. t.:REEN800K C::o.lMITTEE CHAIN LINK FENCE AND GA TES USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SEE OCPW STANDARD PLAN 600-3-0C FOR CONDITIONS STANDARD PLAN 600-3 SHEET 1 OF .3 NOTES: YIEAKENED PLANE JOINT OR OPTlONN.... CCNTAC1 Jl'JNT PER: NOTES 1, 2 ANO 3 WEAKENED PLANE ..K)INTS PER NOTES 1 ANO 2 t; ~-1:., ~>-------1-~llrt-----P~""' I 15' (4500 mm21 51 m GUTTER TYPICAL JOINT PLAN JOINT N~EPED WHEN W • -4-e (1 4 m) OR MORE CROSS GUTTER 1. WEAKENED PLANE AND/OR CONTACT JOINTS SHALL BE PLACED IN CURB AND GUTTER AT LOCATIONS SHOl'IN ON THE TYPICAL JOINT PLAN HEREON. 2. WEAKEN~D PLANE JOINTS SHALL BE PLASTIC CC!>I TROL JOINTS OR 1-1/2" (4-0 mm DEEP SAW CUTS. CONCRElE SAWING SHALL TAKE PLACE WITHIN 24 HOU S AFTER CONCRETE IS PLACED. 3. DOWELS FOR CONTACT JOINTS SHALL BE /14 BARS I B" LONG (*13M BARS 450 mm LONG). 4. PLACE A WE AKENED PLANE OR CONTACT JOINT WHERE LONGITUDINAL ALLEY GUTTER JOINS CONCRETE ALLEY INTERSECTION. 5. ALL EXPOSED CORNERS ON PCC GUTTERS SHALL BE ROUNDED WITH 1/2" (15 mm) RADIUS. 6. CONCR ETE SH ALL BE INTEGRAL WITH CURB UN LESS OTHERWISE SPECIFIED. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CROSS AND LONGITUDINAL GUTTERS 122-2 SEE OCPW STANDARD PLAN 122-2-0C FOR CONDITIONS BARBED WIRE - NOTE 4 END POST 4• (1.2 ml 5" ARM GATE FABRIC SAME AS FENCE FABRIC TENSION ROD & TIGHTENER (900 mm) WIDTH 12' TO 36' (3.6 TO 10.8 m) 18' (5.4 m) MAX SINGLE LEAF PLUNGER CUP IN --~ 1 CF (0.03 m') PCC POST OD + 8" (200 mm) WALK GA TE PIPE POST 4" (100 mm) i-----1 0 /B" (10 mm) PLATE 1/8" (3 mm) GUSSE T DR IVE GATE TENSION BAR 5" X 5" (125 X 125 mm) NON -SHRINK' - GROUT 12" (300 mm) FOR LINE POSTS. ELSE IB" (450 mm) TIE v.1RE 2· I ·1 1" (25 mm) (50 mm) R 1/B" CHA IN AND LOCK CUT-OUT GREATER THAN PIPE OD POST #5 x 12" RE-BAR EMBEDMENT (#16M x 300 mm) (3 mm) 1/8" (3 mm) STL PLATE PLU NGER CUP ISOMETRIC STANDARD PLANS FDR PUBLI C WOR KS CONSTRUCTION CHAIN LINK FENCE AND GA TES SEE OCPW STANDARD PLAN 600-3-0C FOR CONDITIONS STANDARD PLAN 600-3 SHEET 2 OF .3 ' The f ollowln11 Stondor d Plons f or Publlc Wor ks Cons truction, 2009 Edition, of t he Publlc Works Stondords, Inc. hove been adop ted by OCPW with condit ions wh ich shell apply t o OCPW use. The condit ions ore lls tad below. SPPWC • OCPW • Name and Conditions 122 -2 122-2-0C Cross and Longlt udlnol Gut ters I. Gut t er width shown on Section D-D shell be 8 f ee t per the Typical Sect ion her eon t his sheet. 2. Smoth t rowel 8 ln ch-t hlcK f low llne In Cross Gutter and Aprons where iQrodes ar-e less t han 0.5 percent. 3. Place 6 Inch-thick AB under Cross Gut ter Olid Spandrels, per Typlcol Section below. 4. When full depth AC Is used1 AB OS shown In t he Typical Section be low sholl not be placed and the PCC Cross Gutt er /Spondr e l section shall be Increased t o 9 Inches. 5. Delete 2-foot dimension at 1-1u t t er t r ansition and odd .. Join c urb & outter ... 6. Delete the Detoll ent ltled •TyplcOI Cross Cutter Pl an Street Slope Mor e Thon 4 percen t· os shown on SPPWC Std. Pion 122-2. 7. Revise the Oe t a ll entltled .. Ty pfcol Cr oss Cutter Plan Street Slope Less Thon 4 per cent" To read "Typlc ol Cr oss Gutter Pion• and dele t e all r eferences t o '"Street Slope Less Thon 4 percent• t her eon. B. Revise not e 3 of SPPWC St ondord Pion 122-2 to reod "Dowels sholl b e r eQulred at cross outter and where lonQltud lnol alley ou t t er Joins c oncrete olle'r' Intersection . Dowels f or weakened plane or contact Join ts shall be •4 bars 18 Inc hes 1ono. 9. Delete Note 4 of SPPWC St andar d Pion 122-2, It • • ~ 15' 15'=-----.ii·--t------4'--- line ~ ....,.¾ "Pavement IID Normal ~x ,rl""' Normal Structural ,. -.. . Structural Section . .. ... ..... -Section 1· \ Cr oss Cutt er/Spondrel a· 6• Csee note ill TYPICAL SECTION • Suborode tronsTtlon COUNTY OF ORANGE, OC PUBLI C WORKS DEPARTMENT ) ~l STD .PLAN Approved Revision: April 2013 lg.._.,. G. 1k t,a, CM;/ E~ne.,. 122-2-OC SPPWC STANDARD PLAN -CROSS AND LONGITUDINAL GUTTE RS 1. SECURE DRIVE-FIT GALVANIZED CAP TO POST WITH 1/4" (6 mm) ROUND- HEAD RI VET. 2. H DENOTES FABRIC 111 0TH AND NOMINAL FENCE HEIGHT. H = 5' (1.5 m) UNLESS OTHER\\1SE NOTED. 3. IF FENCE 111TH TOP RAIL IS SPECIFIED, DELETE STEEL TENSION WI RE AT TOP, AND PIPE RAILS AT INTERMEDIATE, SLOPE, END AND CORNER POSTS. EXTEND TENSION ROD TO TOP RAIL 4. BARBED v.1RE SHALL BE USED ONLY WHEN SPECIFIED. 5. POST SPACING IS MAXIMUM 1 o· (3.0 m). 6. FILL CLEAR OPENINGS GREATER THAN J" (75 mm) WITH FABRIC. FOR OPENINGS LESS THAN 18°' (450 mm), TIE FABR IC TO POS TS. 7, USE ONE POST FOR COMBINED SLOPE AND CORNER POST IF TOP OF CHANNEL WALL IS CONSTRUCTED AS SHOWN FOR "ALTERNATE". 8. STEEL BANDS AT TENSION BARS SHALL BE 1 /8'" x 1" (3 x 25 mm), MINIMUM, SPACED AT MAXIMUM 16" (400 mm). 9. SECURE TENSIO N WIRES TO EACH LINE POST WITH TIE \\1RES. STANDARD PLANS FOR PUBLIC WORKS CONSTR UCTION CHAIN LINK FENCE AND GA TES SEE OCPW STANDARD PLAN 600-3-0C FOR CONDITIONS SHT. 1 OF 1 STANDARD PLAN 600-3 SHEET J OF J The followlnQ Standard Plons for Public Work s Construction, 2009 Edition , of the Publlc Wor ks Standards, Inc . hove been adopted by OCPW with condl"l'lons which shall apply to OCPW use. The conditions ore listed below. S P PWC • OC PW • Nome and Conditions 600-3 600-3-OC Chg In Link Fence and Gates I. The choln link f ence fobrlc shell be 9-901ae for 011 f ences, re9or dless of helQht, unless ot her wise specified. Fobrlc s h all hove "knuc k les · Cnot t wist s> at t he t op ond llottom. 2. Construct f e nce wl th fabric s ide Coutword sldel 0.2 f eet (60 n-rnl Inside R/W Crl9ht-o f-woyl line. Place posts ot least 2.5 f eet (750 nml f r om ony R/W monumen t. R/W shall be Identified and/or s toked to the sot lsfoctlon of the En1alneer pr ior to ploclnlJ fence posts. 3. Chain llnK f ence f ollr lc shall Ile attached t o t he top ond bottom tension wir es ot 18 Inches (4 50 nm> on-center wi t h l2-901ae hoc;i r lnc;is. Fabric shall Ile attach ed to p osts and br aces ot 16 Inches C400 trml on-center with 9-QoQe aluminum wire. 4. Entry 9ot es on flood contr o l f ocllltles shall be the mo xlnum widt h posslllle (not to ex ceed 20 f eet C600 nmll within the R/W, All gates over 12 feet In widt h <3600 nm> shal l be double leaf 1aotes. 5. 6. 7. Gates shall Ile hung bv two hinges f or gates 10 feet-0 Inch (3000 nm) or less and llv three hln<;ies f or 11otes over 10 feet -0 Inch (3000 nm>. Gate hln1aes shall be on industrial hon1aer t ype hlnge. All gate frames ore to Ile constructed of 1½ Inches <35 ITlnl mlnlnum. golvonlzed pipe. Double lea f 1aote s ore t o Include t wo ¾6 Inch x 18 Inc hes (8 IT'll1 x 450 rrml golvonlzed chains, fillet we lded to center of f rome ond c u tout, conformlnlJ to De t oll A on Shee t 2 of 3. Note, All flllet welds ore to Ile c o a'l'ed wit h Cold Go lvonlzlng ColT1)ound (95 percent Metallic Zinc b y wei9ht in dry film), gat e 8. Single leaf gates ore to Include two ¾6 Inch x 18 Inches (8 IT'll1 x 450 nml galvanized chains, fillet welded to center of latch post ond cutout, conformln9 to Detoll B on Sheet 3 o f 3, No t e, All fillet welds ore t o b e c oo"l'ed with Cold Go lvonizin9 ColT1)ound (95 percent Metallic Zinc b y weight In dry film), 9. Materials for pos ts, rolls, ond braces shall c onf orm to Tobie 206-6.2 <A> of t h e curr ent Issue of t he Creenbook . COUNTY OF ORANGE, OC PUBLIC WORKS DEPARTMENT _/ ~ \ _ Approved STD. PLAN Jgnacw G. Oc •a. Chief Engine,r ••~s;on, April 2013 600-3-QC 1----------------------------------1 SPPWC STANDARD PLAN -CHAIN LIN K FENCE AND GATES SHT. 1 OF 3 RECORD DRAWING ., C 0 ., ·;; ., 0:: C 0 f-LJ.J LJ.J J: Cf) _J ~ LJ.J 0 ., :;::; i= -.c _J <( w l/) _J <( w l/) -u OJ -~ 0 '- >, [D ., -0 0 a. ·.:: u "' ., 0 ~ l/) ., -0 0 --,:, .,,_ .c u C 3: 0 '-0 ' ., -0 0 <.O ~ 0 N <.O . CD w LL C ~ ., ~ -<J) 0 -a 0 & ii;; "' CX) Q. I'--N N C'.'J 0... w I ~ ~ i ... ~ I 2-~ CX) ~ N ~ g I ci s z --~ I Approvals o.. ~ ---------------~ l/) 0.. PM Manager, Airport Development ~ ·i E l § 02/03/2015 ~o~ Date ~ ------P-la_n_N_o-.-----,,.... 0 ; 41090-J115 ---------------< Sheet OT 22 of 43