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Home My WebLink AboutLarge Format. , " . ;' , , , . , . . , . , ... " . , a' I I' I . , --- fLOOD ZONE DESIGNATIONS Zone X TIl.l!ood Inslllenne ,lsi< zone whId1 corresponds to areas oulside Ille ~OO -Y"" floodpiain . "" x (Shaded) lh<1lood Insu,ance '''' roM w\1looclJ1'eS{lOl\d> to .,eas OIItsld. Ihe 1 ao.yea, noodpi.m , area, 01 100-)1101 SM.t now 0000111\) W!re! .. "'''~ depths ".I.st~n I 1001 ...... 01 1I10-year stream 1100<1'"1 wbe!e Ihe tonl[lou lmo draltlilge I. less lha" 1 s~ mile, orar". prol&led hO m Ii1e 100-,,31 llood by 1.~.6$. No BFEs are shaWn Wl lllln Ih~ zone lone AH Zon. f>IJ (Deplh t') ,,', .. The II~ insurance rlSk ZQt'Ie wtVct!l C~:~~d lol!le l00-)'8aIModpialos. "',cIl iII1 by d.I"led m.thods 8FEs .'e sllowo wi1l,inth,s ,,, •. Tne flood insura nc e rI sk roM wtl ,ch corresponds 10 Ih. l00-y .. ' lloodpl,ins . wtllch '" ~!mi'1ed by llelailed methods aFEs may be showi with" ITIls 10'" 1hls rone 1\3> /laS llood deplils of 1 10 1 ~ usu,lI y .'Ih "eas ot ooodlll9. 1"" flood InWI,nc. Ii,k l!lI1i! .rich CO\T •• lpoods 10 the 100-yea, IIoodpl.ins, ~l1ich .rodeil.[T1iI1ed by detailed m.thod, This roM has shallOw lload in g w~h deplhs of 110 1 Sit ,I .' , , DATUM INF ORMIITIOO HOrizontal Dalum: iNAD83 91 WlI$hklgton, No~1l lim V.rtI~1 Dalum : !'lAW 80, F1 Vertical Datum Gon; •• sio1: To tOnl'en from NAVfJ 8810 NGVfJ 29 Subl/act 356 HflQI1l Ni\'1Il a:a £181aIiOO . , .. ~,J. .......... _, ... t !" , • I I b, 0 0 • '1 v; northwest hydraulic consultants inc. 16300 Christensen Road, Suite 350 Tukwila, WA 98188 206.241.6000 -, , . • • " ,. , . , " Work Map , . , " ,. , , . , ~ . , • <I ' ,- , , i ' .. \ \ 52 LEGENO --"---. Channel Cenl~,ne -----flOadW,y Botmdify -----loo-y .. ' floodplain Boundaly 500-jea, FloadpOin &i.Oo.ry IS Base ~o<r<I EIIIOII"" 0 o CroSS-Se~;OI1 ---Co 'po mle BouOOaiy ~ • ERM-l ElovaiJ<In Rei"",," Malt Scale: l' = 500' i i i i~ 250 0 500 1000 . 1 , r-.oa-ot' ...... -.... ~ 't~ ,. '. Ci[y of Renton, Washington Apri I 7, 2006 Plate 1 of 2 CJ ;/ CJ U o / Q ~ o o CL "-o / z o I- W -' o o :2 o l.J..l 0:: (J C', -_ .. _'-- RENTON MUNICIPAL . AIRPORT/CLAYTON AIRPORT STAFF Airport Manager -Ryan Zulauf Assistant Airport Manager -Jonathan Wilson REID MIDDLETON - Project Manager Karla Kendall, PE Project Engineer -Mike Creeden, PE Project Designer -Wade Brooks NOTES: 1, AREA OF ENTIRE PROPERTY = 169 ACRES, 2. AREA OF WORK: PHASE 1 = 104,700 SQUARE FEET PHASE 2 = 236,645 SQUARE FEET 3. SOIL TO BE ADDED, REMOVED, OR RELOCATED: PHASE 1 = 4,050 TONS OR 2,250 CUBIC YARDS PHASE 2 = 12,060 TONS OR 6,700 CUBIC YARDS (FIGURES INCLUDE A COMBINATION OF BORROW MATERIAL, GRAVEL, AND ASPHALT). 4. TYPE AND LOCATION OF FILL ORIGIN, AND DESTINATION OF ANY SOIL TO BE REMOVED FROM SITE WILL BE DETERMINED AFTER SELECTION OF SUCCESSFUL BIDDER. TAXIWAY B SYSTEM REHABILIT ATION NORTH PORTION RECONSTRUCTION AND AIRFIELD SIGNAGE MODIFICATIONS FEDERAL AVIATION ADMINISTRATION AlP NO. PERMIT 3-53-0055"'023 NO. PRE12-012 JUNE 28, 2012 CANADA "'-"- ----USA ------------ "-"- ) ORCAS /' ISLAND ,( ~~Q SAN\JUAN l.:JV ~ ISLA~D.(\'c? cJ<3. ~ L~ q;; , ') LOPEZ •.. " I ISLAND . j .,,- PORT ANGELES 90 PROJECT SITE VICINITY MAP NOT TO SCALE RENTON MUNICIPAL AIRPORT LOCATION MAP NOT TO SCALE SCOTT FIELD Sheet Index ~~~~----~--~~----------------Sheet Description G1.0 COVER SHEET AND SHEET INDEX G1.1 LEGEND AND ABBREVIATIONS G1.2 PROJECT LAYOUT PLAN G1.3 SURVEY CONTROL AND LAYOUT PLAN G1.4 PROJECT SAFETY AND PHASING PLAN PHASE 1 G1.5 PROJECT SAFETY AND PHASING PLAN PHASE 2 G1.e PROJECT SAFETY AND PHASING PLAN PHASE 3 G1.7 PROJECT SAFETY AND SIGNAGE PHASING PLAN G1.S STAGING, TRAFFIC CONTROL AND SAFETY NOTES G2.1 G2.2 G2.3 C1.1 C1.2 C1.3 C1.4 C1.5 C1.e C1.7 C2.1 C2.2 C2.3 AND DETAILS TEMPORARY EROSION CONTROL PLAN EROSION CONTROL NOTES AND DETAILS PAVEMENT REMOVAL AND DEMOLITION PLAN TAXIWAY B PLAN AND PROFILE TAXIWAY B PLAN AND PROFILE T AXIWA Y B PLAN AND PROFILE TAXIWAY B PLAN AND PROFILE TAXIWAY B PLAN AND PROFILE TAXIWAY L AND TAXIWAY M PLAN AND PROFILE PAVING SECTIONS AND DETAILS TYPICAL TAXIWAY CROSS SECTIONS TYPICAL TAXIWAY CROSS SECTIONS TYPICAL TAXIWAY CROSS SECTIONS C3.1 DRAINAGE DETAILS C3.2 DRAINAGE DETAILS C3.3 DRAINAGE DETAILS C4.1 C4.2 C5.1 C5.2 CS.3 ce.1 C6.2 C6.3 C6.4 C7.1 C7.2 EO.1 E1.1 E2.1 E2.2 E2.3 E2.4 E2.5 E3.1 ES.2 E3.3 E3.4 E3.S E3.S E4.0 E4.1 E4.2 E4.3 ES.1 ES.2 ES.3 Ee.1 PAVEMENT MARKING PLAN PAVEMENT MARKING DETAILS TAXIWAY EDGE LIGHTING PLAN TAXIWAY EDGE LIGHTING PLAN TAXIWAY EDGE LIGHTING SCHEDULES AND DETAILS AIRPORT SIGN AGE PLAN AIRPORT SIGNAGE PLAN SIGN AGE SCHEDULE SIGNAGE SCHEDULE FENCE DETAILS GENERATOR AREA LAYOUT PLAN ELECTRICAL SYMBOLS AND ABBREVIATIONS AIRPORT SITE PLAN TAXIWAY B DEMOLITION PLAN (1 OF 5) TAXIWAY B DEMOLITION PLAN (2 OF 5) TAXIWAY B DEMOLITION PLAN (3 OF 5) TAXIWAY B DEMOLITION PLAN (4 OF 5) TAXIWAY B DEMOLITION PLAN (5 OF 5) TAXIWAY B CONSTRUCTION PLAN (1 OF 5) TAXIWAY B CONSTRUCTION PLAN (2 OF 5) TAXIWAY B CONSTRUCTION PLAN (3 OF 5) TAXIWAY B CONSTRUCTION PLAN (4 OF 5) TAXIWAY B CONSTRUCTION PLAN (5 OF 5) LIGHTING VAULT DETAILS ELECTRICAL SYSTEM DETAILS ELECTRICAL SYSTEM DETAILS GENERATOR DETAILS WIND CONE DETAILS TAXIWAY "EAST' CIRCUIT DIAGRAM EXISTING ONE-LINE DIAGRAM NEW ONE-LINE DIAGRAM SCHEDULES wL ________________________________________________________________________________________________________________ ~ o C) I r-... a a " J:: t . 0 Z ill ~ ·x 5 c 0' ·iii Q) o f a Q. ... :;;: c o ~ c Q) n:: r-... o 3-o E o <0 t'J N ~ a N ....... CO -N ....... U:GEND (EXISTING) " t><l ~N ---SD--- ----SS---- ---w--- BRASS CAP SURFACE MONUMENT REBAR & CAP SANITARY SEWER CLEANOUT STORM DRAIN MANHOLE CATCH BASIN ELECTRICAL JUNCTION BOX SIGN WATER VALVE STORM LINE SANITARY SEWER LINE WATER LINE )i!-( --i)>(-( --)f-)( ---l()( FENCE LINE ----{G--- -----p-._-- AERIAL POWER LINE GAS LINE BURIED POWER LINE PROPERTY LINE -0-UP UTILITY POLE fJ.. RUNWAY EDGE LIGHT fJ.. TAXIWAY EDGE LIGHT P: TAXIWAY EDGE REFLECTOR c:cco ROCKERY ,*lll*lli*lli*lli~ UNDISTURBED EXISTING EARTH LEGEND (PROPOSED) ~~~ tS!/ni;§:.<·:~{::~,~:grm@·~"::U)·~·q ~J~ ... DOD ~'" ~ 0 0 JJ c>"" 0 0 0 0 o 0QoCb 0 00 ooo~ qo 0Q0't 00D "'00 00b ""0.., ODD 1111111111"'111"'11111111111 -c--c--c--c- -F F F F- )0 )0 ~ -----uo-------uo----- -----SO 50----- NEW ASPHALT CONCRETE PAVEMENT (P-401) ASPHALT PAVEMENT GRINDING FULL-DEPTH ASPHALT PAVEMENT REMOVAL EXISTING ASPHALT CONCRETE PAVEMENT CRUSHED AGGREGATE TOP COURSE (P-209) SUBBASE COURSE (P-154) COMPACTED SOIL OR BACKFILL (P-152) TOPSOIL SOIL CEMENT BASE COURSE (P-301) POUROUS BACKFILL CONTRACTOR STAGING AND STORAGE AREA SAWCUT REMOVE EXISTING PIPING REMOVE EXISTING STRUCTURE/FEATURE CUT CATCH LINE FILL CATCHLINE SWALE GRADE BREAK LINE UNDERDRAIN (SUBDRAIN) STORM DRAIN I ! ! I I I Iii! I ! ! ! I I ! I I I ! ! i I I ! I I ! ! ! j , ! ! ! I i II TRENCH DRAIN --RSA -RUNWAY SAFETY AREA --ROFA RUNWAY OBJECT FREE AREA --TSA -TAXIWAY SAFETY AREA --TOFA TAXIWAY OBJECT FREE AREA --APCH PART 77 APPROACH SURFACE --RPZ -RUNWAY PROTECTION ZONE --0---------0--------- -XX --XX --XX- X II is S SiS S SiS • EN S SI <4i.~ <4i.~ <4i.~ <JcI> <JcI> <JcI> "'e~ "'e~ "'e~ ..IlL ~ @ + II @ .. STRAW WATTLE SILT CONTROL FENCE CLOSED TAXIWAY MARKING WORK AREA BARRICADES TAXI ROUTE CONTRACTOR HAUL AND ACCESS ROUTE COMBINED HAUL AND TAXI ROUTE SIGN FLAGGER BRASS CAP SURFACE MONUMENT REBAR/CAP CATCH BASIN, TYPE 1 CATCH BASIN, TYPE 2 STORM DRAIN CLEANOUT CB INLET PROTECTION W/ SEDIMENT TRAP TAXIWAY EDGE LIGHT TAXIWAY EDGE REFLECTOR RUNWAY WORK ZONE DETAIL REFERENCE ABBREVIATIONS @ & APCH AP APPROX ARFF ASOS BLDG 8M BOP CB ~ CO t:-. DI E EL/ELEV ELECT EOP EP EXIST HDPE HORIZ IE l LP LT MAX MIN N NBD OFZ PAPI PC PI POC POT PT R REIL RT ROFA RPZ RSA RW SD SS STA T THRU TOFA TSA TW TYP UD VASI VERT VPC VPI VPT W/ AT AND APPROACH ANGLE POINT APPROXIMATE AIRCRAFT RESCUE AND FIRE FIGHTING AUTOMATED SURFACE OBSERVATION SYSTEM BUILDING BENCHMARK BEGINNING OF PROJECT CATCH BASIN CENTERLINE CLEANOUT DELTA DUCTILE IRON PIPE EAST, EASTING ELEVATION ELECTRIC, ELECTRICAL END OF PROJECT EDGE OF PAVEMENT EXISTING HIGH DENSITY POLYETHYLENE PIPE HORIZONTAL INVERT ELEVATION LENGTH LOW POINT LEFT MAXIMUM MINIMUM NORTH, NORTHING NON-DIRECTIONAL BEACON OBSTACLE FREE ZONE PRECISION APPROACH PATH INDICATOfl POINT OF CURVATURE POINT OF INTERSECTION POINT ON CURVE POINT ON TANGENT POINT OF TANGENCY RADIUS RUNWAY END IDENTIFICATION LIGHT RIGHT RUNWAY OBJECT FREE AREA RUNWAY PROTECTION ZONE RUNWAY SAFETY AREA RUNWAY STORM DRAIN SANITARY SEWER STATION TANGENT THROUGH TAXIWAY OBJECT FREE AREA TAXIWAY SAFETY AREA TAXIWAY TYPICAL UNDERDRAIN VISUAL APPROACH SLOPE INDICATOR VERTICAL VERTICAL POINT OF CURVATURE VERTICAL POINT OF INTERSECTION VERTICAL POINT OF TANGENCY WITH CALL 48 HOURS BEFORE YOU DIG 1-800-424-6666 "L U NOTE: I . • I IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. ~L-______________________________________________________________________________________________________ ----------------------------------------------------------------------------------------~ = = C'-I (f) Z o ~ ~ a:::: In In « o z « o z w &1 -1 z o VJ 5 w n:: d z SCj,[;7 AS NOTED J . HEET NO. Of SHEETS DATE JUNE 28, 2012 ~'!{ 23-2010-007 _L~_. c o +' C <!) n:: f"-o ~ o --_ .. -------------- BOEING FLiGHTLINE I, ." \ PHASE 1 ONLY STAGING AND STORAGE AREA ---,. ",.-. -,. _." AIRPORT PROPER-ry'" -" LINt ----~-- AIRPORT TOWER AIRPORT OFFICE .... - CONTRACTOR STAGING AND STORAGE AREA (ALL PHASES) ';; . j ---- ... -~ .... - , , I ,---r-'-":;= f:=~ll=g:;::¥~~~[k:illi===~=T=:H=:::.=LL~~,J!Lll--iL:=~~~~~ .. ~_; __ ;_~r; ___ ; .. __ ~ .. =_ ::~~~~~, ~,,~,;:;, _~==I;~d~~~~""'WJ.--lr-=-~~~~1b~~~~;;;;:;;:;;;;;;~~~~~'~--;:;: •• ~-~-JJ~ •. ;:;:l;:;:~,;;;_~. :''''~-''''.';;;'' _:;:,_~ .. ~11J;;" ..• ;;,,-~--~!~.r~-1~~_ ,o_-.L-i'_l~'_· JjlU=LJ~~,LLLlJlIL,~Gr~f~;~_,_,ill:i_'I~l{>~' ---~Ai-"~,,I'.;.,:/!-; . __ ' _JW A . ----z o (f) 5 w 0: __ ~~_L_ -~C--;-C~ ~------:::::==--=-=---=--=--.-=--=:-'--;=. .=-~=.-.. --= .... -= .. -=---. =.---.=---.=--:-=--.. =-=-=~-7~ ---,,~~-.. ~-- -0--ROFA J.J-rT ROFA ROFA Q :::::=::-:--=='----OFZ OF'1 OFZ OFZ RSA -RSA --RSAr .. _ .. ic:== ... , --RSA RSA RUNWAY 34-16 RSA --OFZ OFZ --.- ROFA " o o BOEING FLiGHTLINE BOEING AIRCRAFT BRIDGE AIRPORT SIGNS TO BE MODIFIED, TYPICAL. SEE SHEET G1.7 FOR PROJECT PHASING --RSA -- --OF'l -=,--ROFA BOEING COMPASS ROSE IJ .. EXISTING, PRIVATELY LEASED TIEDOWN RAMP AIRPORT PERIMETER ROAD ALTERNATE CONTRACTOR STAGING AREA PARALLEL TO FLOOD WALL (ALL PHASES) TAXIWAY B NORTH PORTION RECONSTRUCTION, SEE SHEETS G1.4 THRU G1.6 FOR PROJECT PHASING --RSA --OFZ ?l ii .,' Ji Il. ;;;] ii', J)ATUM: -----=-... _--.... -'----~-~-. ,,-"- ROFA -,--OFZ _----L OFZ ------ SEE SHEET G1.3 FOR DATUM INFORMATION. ------... -.. --~--....... _ .. _ .. _-_._----... ROFA --ROFA OFZ n:!ii!il ~ RSA -~-RSA 7""---T RSA RSA \ \ --OFZ --\ --\--ROFA r.:. " ROF"c OFZ r -_.,_._-, L_~ .. ~ __ . ____ J 'f' " RSA RSA EXISTING NDB FACILITY, RSA RSA 100' CLEAR AREA REQUIRED GENERAL NOTES: ASOS CRITICAL AREA -NO OBJECTS OR EQUIPMENT SHALL BE TALLER THAN 25' ABOVE GROUND ELEVATION WITHIN 500' EXISTING ASOS FACILl1Y LEGEND: .... " .l Ii --: I! ! i , " ! i L-·· \ , \ \ \ \ \ RSA RSA >-m ~ < o ci z 1. CONTRACTOR SHALL ATTEND A SAFETY COURSE BY THE AIRPORT FOR SAFETY AND DRIVING ON THE TAXIWAY. CONTRACTOR SHALL ALSO BE TRAINED BY THE AIRPORT AND EQUIPPED WITH A CONTRACTOR PROVIDED AIRPORT RADIO OR ACCOMPANIED BY AN AIRPORT ESCORT AT THE AIRPORT'S DISCRETION. V?/?/7//1 • CONTRACTOR STAGING AND STORAGE AREA WORK AREA 2. THE AIRPORT SHALL COORDINATE ANY TAXIWAY OR RUNWA Y CLOSURES THAT ARE REQUIRED DURING CONSTRUCTION. SEE CSPP / A-100 FOR ADDITIONAL REQUIREMENTS. 3. CONTRACTOR SHALL FOLLOW AIRPORT AND BOEING PROCEDURES WHEN CROSSING AIRCRAFT BRIDGE TAXILANE OR ANY AIRPORT ROAD OR TAXIWAY. SEE SAFETY AND PHASING NOTES IN SPECIFICATION A-100. 4. SEE SHEETS G1.4 THRU G1.6 FOR TAXIWAY B PHASING. 5. SEE SHEET G1.7 FOR AIRPORT SIGNAGE PHASING. ~=--.. --I .. ~ " .. SCALE I N FEET E __ ~~~ o 200 400 .. r 200 <Jot> <loI> <Jot> CONTRACTOR HAUL AND ACCESS ROUTE zal ~ Q~ 0::3: lL. -~~ () z ::s a.. I-::::> o ~ G w -::> o 0::: a.. CALL 48 HOURS ~ BEfORE YOU DI~:Y):; g§ 1-800 .. 424-5655 "n(~D,.:.;;.,'";,=,,z.::..j j,....,_-I SCALE AS NOTED JUL 31f,\' _~'::""'-_~--I /f~;: ' "L" NOTE: I-. I IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. S'WS SHEET NO. DR. GM '.' ~~H~-:if~;~1'-1 -1G 1 .2 F.B. Of SHEETS OATE JUNE 28, 2012 ~'6~ 23~201 0-007 ~ <.:) I t; 3 ..c: t o z CD ~ 'x o ;::::- c 0' '" <J) o of o e-« c o .~ c ~ ,.... o 5-o N ~ o N " ro ----' ---.---~--------- TAXIWAY A --( o o o -RM '1 LfAI) PLUG (NO TACK) N-180268.58 E-1298899.15 EL-32.24 RSA --RSA .~~ RSA --RSA RSA ---RSA --RSA --RSA RUNWAY 34-16 --RSA / RM '. 7 (RENTON 8M 7) REBAR/CONTROL CAP N-180879.00 of E-1299052.42 . EL-27.19 RSA RSA RSA RM '8 (RENTON BM 8) REBAR/CONTROL CN'> N-181737.44 E -1298980.03 EL-23.90 --RSA --RSA RSA --RSA RSA --RSA N 24'52'04.59" W RM '9 REBAR/CONTROL CN'> N-182576.06 E-1298885.39 EL-23.48 --___ RSA RSA --RSA --- --RSA TAXIWAY A RSA I I RSA l ~ w --fIOO RUNWAY 34-16 Iw w RSA ------RSA RSA (J) CIRCULAR CURVE 5 I w ro'?')-TW L PI STA = 0+84.82 I;g; ~-roY / T", 18.02 ~...J r ,} R '" 42.71 :c <{,v/ 090 L '" 34.10 ~ 57 / \~ 11 = 45'44'59" RT « v -A'? .. /;\'. I ~ /' /' / " 1<'/.'(. ~ ~_~ ___ a_O ____ l_5_+ _______ 1_6_+_00 _____ r7_+_00~'-71_8_+_00 _____ 19~+_OTO~-U~20A+~OUO~L~2qlL+~0~0.---2~~~+~~~:~.4~9~'3~:~.2~9~"_OW~--2-4~+~~-2-5-+-0-0--,-2-6~+-0,0~--._r__: BEGIN ALIGNMENT TW L STA 0+00 N = 182530.81 E = 1298913.61 2.5# BRASS SURFACE MONUMENT I N-182931.25 I I I RSA r-t=---+--------H+---I-- TAXIWAY A RSA RM '10 (RENTON 8M 10) REBAR/CONTROL CAP N-183464.40 E-1298828.51 EL-22.55 RSA --RSA RSA --RSA SOONG I..EMm AlRCfWT POSIllONS '\-4 THROOGH A-9 Ali!) CQlPASS ROSE RSA BEGIN ALIGNMENT TW B POT STA 26+00 N = 181753.26 E = 1299127.55 RSA END ALIGNMENT TW B STA 52+97 N = 184317.56 E = 1298562.30 RSA CIRCULAR CURVE 1 TW B PI STA = 27+03.70 T = 26.51 R = 150.00 L = 52.47 11 = 20'02'30" LT TAXIWAY A RM '6 (RENTON 8M 6) REBAR/CONTROL CAP 1'1-184772.49 E-1298336.06 EL-20.60---.../ --RSA --- CIRCULAR CURVE 2 TW B PI STA = 28+50.52 T = 53.01 R = 300.00 L = 104.94 t:. = 20'02'30" RT RSA END ALIGNMENT TW L STA 1 +20.96 N = 182599.54 E = 1299005.42 = TW B STA 34+60.85 E-1298989.55 I EAST RAMP II LEASE BOUNDARY -------~ : BOEING LEASE ~::::::=~~C~~;;~-Wc~~;pE1~tm1~-BOUNDARY ~ _ _ PROl'tRT1' LlI'\( I _ _ _ -AlRI'ORl RSA RSA RSA EAST SIDE AIR PARK TIE DOWN LEASE AREA RSA \ I w I 52+0 52 97 ~ ~IL-______________________________ ~ __________________________________ /_/~ ·~~~~+~~~::~~~~~~NFo~4~·4~9~'3~4.;29~"~W;-------~R~U~N~W~A~Y~3~4~-~1~6~---------------------~C=~~~-~-------- RM #100 MON. IN CASE .----·--!dN""t8562·~8 • .<n54t------.J'i) RSA RSA --RSA --RSA RSA --RSA --RSA E-1298446.59 EL-24.16--.-./ RSA : ~ ~ __ RSA RSA --RSA __ RSA " // b,9,J.:O O -- (I)I ~n. '-~~~~--~~~-===~------~------------------------------------------------------------------------------~ BEGIN ALIGNMENT v I TW M STA 0+00 I N = 183018.62 ~ E = 1298867.67 ~I~ + N 49'27'20,75" W :c I ~ ~~~~~~~~e~4·~4~9'~34~.2~9~n~w~~~~~;;~~~~~~~~~~~ TAXIWAY 8 I I END ALIGNMENT TW M STA 1 +02.00 N = 183027.20 E = 1298969.31 = TW B STA 38+90.04 PC: 44+94.09 -- PT: 45+52.51 ---------- CIRCULAR CURVE 3 TW B PI STA = 45+24.87 T = 30.78' - RM~100 MON. IN CASE N-185628.54 E -1298446.59 EL-24.16 - CIRCULAR CURVE 4 TW B PI STA = 49+44.49 T = 311.93 -- _------.., 1..--_, ------- DATUM: PER RENTON MUNICIPAL AIRPORT RUNWAY 34/16 RESURFACING SURVEY CONTROL PLAN SHEET C1.01 DATED 01-25-10. 1. HORIZONTAL DATUM: THE OVERALL HORIZONTAL DATUM FOR THIS PROJECT IS NAD 83/91, WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, BASED ON GPS MEASUREMENTS USING THE WASHINGTON STATE REFERENCE SYSTEM. 2. VERTICAL DATUM: THE VERTICAL DATUM FOR THIS SURVEY IS NAVD 88, BASED ON GPS MEASUREMENTS USING THE PUGET REFERENCE STATION NETWORK. REFERENCE NORTHING POINT EASTING ELEVATION DESCRIPTION --- , \ - I I w ~ z I-Q a:::(.f) o &~ <co::: ...JO r£o... 00::: z« ~ I zOO ~« z:c wW a::: 0::: I zOO ~ C5~ a:::~ u.. -~~ () I I -... R = 760.00 L = 591.99' R = 75.00' L = 58.42' BM A BM B BM C 180,268.51 185,628.56 180,757.96 1,298,899.18 1,298,446,53 1,298,609.40 FOUND TACK IN LEAD MARKING 0+00 MONUMENT 2 1/2" BRASS DISK IN CONCRETE INSIDE 10' DIAMETER PAINTED CIRCLE CALL 48 HOURS :r: ~ 6 = 44'37'46" RT 11 = 44'37'46" LT BM 1 BEFORE YOU DIQ~\l / , 0 o ~ ...J o 0::: ~ Z o () z o iii '> w D:: > rn d z r~ Z ::7 BM 1 BM 2 BM 3 BM 4 BM 5 BM 6 BM 7 BM 8 BM 9 BM 10 180,513.71 181,171.57 182,041.20 182,966.47 183,851.1 0 '184,772.49 180,879.00 181,737.44 182,576,00 183,464.40 1,298,693.99 1,298,637.15 1,298,542.83 1,298,458.06 1,298,395.83 1,298,336.08 1,298,052.42 1,298,9S0.03 1,298,885.43 1,298,828.51 29.30' 26.16' 24.15' 23.14' 22.90' 20.60' 27.19' 23.95' 23.49' 22.55' BM 2 BM 3 BM4 BM 5 8M 6 BM 7 BM 8 BM 9 BM 10 1 .. 800-424-5555 . i "' ........ ~.... ,;;;Z;.,;,&\_--I SCALE' 71..s NOTED SCALE I N FEET ~ II i 100 a 100 200 JIJ _ t?WllJ SHEET NO. 'ullvvB "L" NOTE: 1-1 --=---1 IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY, DR. eM G1.3 OF DA1'E JUNE 28, 2012 '" " ~L-__ --------------------------------------------'----------------------------------------------------------~ ~'i;E 23-2010-007 c o +> c ~ 1'-o 3-o N ~ ~ ........ OJ N ........ CI ----. --------- R~SA~i:::.=--===-.!R~S~A '-- jSA'~==-~==lR~SA LOW LEVE;L BARRICADE AT PAVING-IIdMIT. NO SPACING BETWEEN BARRICADES. SEE SHEET G2.3 FOR LOCATION OFZ ROFA ROFA [I " ., -t--RSA RSA RUNWAY 34-16 RSA RSA PHASE 1 OFZ ROFA-==-_==:::-: 10f~ - ] hx ---RSA RSA ---RSA LOW LEVEL BARRICADE AT RUNWAY HOLD SHORT MARKING. NO BETWEEN BARRICADES RSA RSA CONTRACTOR STAGING AND STORAGE AREA, PHASE 1 ONLY --OfZ , '\==:-===1 ROFA ---ROFA 's;::==-v-=~ --TOFA ---TOFA -- BOEING LEASE AREA BOUNDARY ~ - BOEING COMPASS ROSE ------- --RSA --RSA OfZ -~ (> " , RSA -- LOW LEVEL BARRICADE AT PAVING LIMITS WI MAX SPACING OF 4 FEET. SEE G2.3 FOR LOCATIONS RSA --OfZ I I I I 1 "* I I '" I I ~T ~AMP LEASE Af1.~~OUNDAR1 I I I I ~ I I I ! j-J I I ,. I I '! --RSA o SIGN ---.. ~---;;---------------------------';.,,) --RSA RSA --- 749B II o I i --------RSA ---RSe..-~ --RSA RSA / / / / / / RSA ----1/ --RSA I I / ! ! / OFZ ~A<'S;--- ROFA TOFA /' /' /' OFZ """""" "" RSA SIGN -"STOP" ROFA TAXIWAY B 749A RUNWAY 34-16 RSA OfZ --- --RSA RSA SIGN '0 C' j OfZ ROFA NDB FACILITY . AIRPORT Asos' .•. ' •. . FACILITIES . . . • . . . . • z o (J1 5 w 0:: ,. w o z ==:;);~=-----tll--IC =;:X--=~~X=~':r /' <lOt;:> -- -\ ~~,;.--~ o ~ )-36 "x" SHALL BE PLACED ON TAXIWAY CENTERLINE ~TAXIWAY CENTERLINE TEMPORARY MARKING NOTES: 1. TAXIWAY CLOSURE Y' YELLOW, PER DETAILS THIS SHEET. 2. ALL TEMPORARY MARKINGS SHALL BE SECURELY ANCHORED TO THE PAVEMENT TO PREVENT MOVEMENT, MAXIMUM HEIGHT OF TEMPORARY MARKINGS IS 3/4". TEMPORARY (T") TAXIWAY CLOSURE MARKING G1.4-G1.6 NOT TO SCALE '--/ DETAIL • • . .TIEDOvilN CABLES,' '. . '. WHITE TEMPORARY PAVEMENT MARKING TAPE lS" STOP SIGN ______ ~ G1.4-G1.6 ~ STOP BAR DETAIL NOT TO SCALE PHASING WORK PHASE PHASING WORK AREA 2 TAXIWAY B FROM MID TIE-DOWN RAMP TO NORTH END OF HANGAR 749A 3 TAXIWAY B FROM NORTH END OF HANGAR 749A TO RUNWAY 34-16 CONSTRUCTION SHALL BE CONDUCTED ON ONLY ONE PHASE AT A TIME, WORK MAY NOT BE CONDUCTED ON MORE THAN ONE PHASE AT A TIME. SCALE IN FEET ~\Mij~~I~ i ,25 80 o 80 160 TIME 14 14 CONTRACTOR STAGING AND STORAGE AREA (ALL PHASES) \ \ \ \ \ (0 " GENERAL NOTES: EXISTING AIRCRAFT TIE-DOWN AREA CLOSED DURING JeTIION·--" 1. WHEN A TAXIWAY ROUTE IS CLOSED, TEMPORARY AIRCRAFT TAXI ROUTES WILL ALSO FUNCTION AS THE ARFF VEHICLE AND AIRPORT SUPPORT VEHICLE ROUTE. 2. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL UNDERGROUND UTILITIES. SEE ITEM K IN THE CSPP. 3. FOR HAUL ROUTE TRAFFIC LIMITATIONS SEE Q-6 IN THE CSPP. 4. ALL CONTRACTOR AND CONSTRUCTION VEHICLES SHALL BE PARKED IN THE CONTRACTOR STAGING AREA WHEN NOT IN USE. STAGING AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. 5. SEE SHEET G 1. 1 FOR ABBREVIATIONS LIST. CONSTRUCTION NOTES: 1. AIRCRAFT HAVE THE RIGHT-OF-WAY AT ALL TIMES. VEHICLE TRAFFIC SHALL STOP AND YIELD TO ALL AIRCRAFT OPERATING NEAR HAUL ROUTE. 2. CONTRACTOR SHALL NOT ENTER THE EXISTING PRIVATELY LEASED EAST TlEDOWN RAMP FOR VEHICLE ACCESS OR STORAGE OF EQUIPMENT. 3. WHEN BOEING AIRCRAFT ARE ON THE COMPASS ROSE, THE CONTRACTOR SHALL MOVE AWAY FROM THE COMPASS ROSE AREA AND AWAIT COMPLETION OF COMPASS ROSE SWING ACTIVITIES BEFORE RETURNING AND PROCEEDING WITH WORK. DATUM: SEE SHEET G1.3 FOR DATUM INFORMATION. LEGEND: x PHASED WORK AREA MARKING, SEE 1 z :5 a.. C> z is 'i SiS .,. St' S SiS S S! CLOSED TAXIWA@ BARRICADES G1.4 (f) ..... « IW TAXI ROUTE <]0[> <]0[> <]0[> HAUL ROUTE COMBINED HAUL AND TAXI ROUTE STOP SIGN, SEE ~ FLAGGER ~ WITH RADIO a..~ OI ZCL « CAll 48 HOURS :r: BEFORE YOU DIG ~ 1-800-424-5585 ~~ .• ; z . '~!I, "j.I-:$~?A~LE~'''··A'~'S'''''N-O-T-E-D'''''' ; • 1 •. ,,_ • -'" r,:Jfn, DES'WB SHEET NO. JUL •. <1-" ~=';-G"'-M-----1 4 CH'RH G 1 • "L" NOTE: I ' • I IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. F:~~!//)) SHEElS DATE' JUNE 28, 2012 ~L-__ ----------------------------------------------------------------------------------------- ~J6E 23-2010-007 ~ G I f'-o o '" /' .c t o Z m ~ 'x ~ c '" 'iii " o -t' o e-« c o +' C " 0:: f'-o ~ o ~ o N "'-ro N "'- RSA k--===---===--RRs,:SA .c:c--OFZ ,'>'Gil 1-' -_.--' [] RSA RSA « RUNWAY 34-16 RSA --RSA --OFZ --OFZ RSA RSA -~ RSA RSA LOW LEVEL BARRICADE AT PAVING LIMITS Wi MAX SPACING OF 4 FEET. SEE G2.3 FOR LOCATIONS RSA --OFZ -------OFZ ~, , RSA --R~A LOW LEVEL BARRICADE AT RUNWAY HOLD SHORT MARKING. NO SPACING BETWEEN BARRICADES-."..<....., RSA \----RSA ---RSA 2 [J OFZ --OFZ __ m"'---___ ~ ________________________ ~.~j '~ -----" RSA RSA BARRICADE SPACING OF 4 LOCATE AS SHOWN -----''rf-RSA RSA / OFZ / '---I / / I I I / ---RSA / / / / / RSA PHASE 2 PAVING LIMIT. SEE SHEET G2.3 FOR LOCATIONS. TYP --" ---OFZ RSA --- RSA RUNWAY 34-16 --RSA ~ --RsA-__ RSA -..... --..... "-..... ..... "-" " LOW LEVEL BARRICADE Wi MAX SPACING OF 4 FEET. LOCATE AS SHOWN --/'---RSA RSA - OFZ --ROFA ROFA ==-===1 ROFA. ===--===1 ROFA ROFA_===-v ==="-__ --TOFA --TOFA TOFA- 10,1>- --ROFA ROF'AA~~TOFA - ~~I 0% SIGN /~ -ROFA J TOFA ROFA [J C] / [l~'N ~ TAXIWAY B / ...-...-::::===:::::====-....... __ ................ -= ......... _ ................ __ ....... _ ...... _ ....... _.= ....... __ ...... _= .. _-=_._ ..... _-=. =--= .......... -..... --= ......... =-~"'-... -....... -.... x ji ~x ] FUlCt X AIRPORT PERIMEJERROAD BOEING LEASE AREA 'OUNDARY ~ - ----mFA BOEING COMPASS ROSE -- <:lot> <:lOt> _ =-:.----- <:lOt> T7 LINE , : . EXISTING ji.IRCRAFf . . . . . TIEDOWN CAB~ES. I 1111 I I I ..... I Id. I I I I --'1 I .. .. ----- I A. 1o.l II • .. -, I I v EAb ~AMP LEASE t A~~~6uNDAR1 '" I I I I A. I I II ;. f I~ 1 I I " I I '\ <lOt> '~<ioC; <lOt> -:-~ 7498 II . \. . .' . .' . . .' . .' . . \ CEDAR.' RIVE~' COMME~CIAL' :WATtRWAY: . : : " . '. . . . . o STOP . BAR. . . \' . . . SEE 1~:~~2:. -~~~.-:-t-:......-,--~~---'--\\ --':"--..:.--..:..-,-~~-,-~ ;:;?:::.:...;-:.....:-t--':c:::~::, ./ CONTRACTOR STAGING AND STORAGE AREA (ALL PHASES) \ \ \ \ \ r;) \ '" LOW LEVEL BAFtRIC:A!&1::--: WI MAX SPACING FEET. LOCATE AS <::,-"',,,,,,1/ ~o o NDB FACILITY . AIRPORT ASOS : . . . .' . FACI LlTIES . -, '. '. . .-e--~--o CONSTRUCTION NOTES: 1. AIRCRAFT HAVE THE RIGHT-OF-WAY AT ALL TIMES. VEHICLE TRAFFIC SHALL STOP AND YIELD TO ALL AIRCRAFT OPERATING NEAR HAUL ROUTE. PHASE 2. CONTRACTOR SHALL NOT ENTER THE EXISTING PRIVATELY LEASED EAST TIEDOWN RAMP FOR VEHICLE ACCESS OR STORAGE OF EQUIPMENT. PHASING WORK PHASING WORK AREA TIIXIWAY B FROM BOEING RAMP TO MID TIE-DOWN RAMP 3 TmWAY B FROM NORTH END OF HANGAR 749A TO RUNWAY 34-16 CONSTRUCTION SHALL BE CONDUCTED ON ONLY ONE PHASE AT A TIME. WORK MAY NOT BE CONDUCTED ON MORE THAN ONE PHASE AT A TIME. TIME 17 SCALE IN FEET s;-~~i 80 o 80 160 GENERAL NOTES: 1. WHEN A TAXIWAY ROUTE IS CLOSED. TEMPORARY AIRCRAFT TAXI ROUTES WILL ALSO FUNCTION AS THE ARFF VEHICLE AND AIRPORT SUPPORT VEHICLE ROUTE. 2. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL UNDERGROUND UTILITIES. SEE ITEM K IN THE CSPP. 3. FOR HAUL ROUTE TRAFFIC LIMITATIONS SEE Q-6 IN THE CSPP. 4. ALL CONTRACTOR AND CONSTRUCTION VEHICLES SHALL BE PARKED IN THE CONTRACTOR STAGING AREA WHEN NOT IN USE. STAGING AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. 5. SEE SHEET G1.1 FOR ABBREVIATIONS LIST. DATUM: SEE SHEET G1.3 FOR DATUM INFORMATION. LEGEND: x is .. "'5 S 5'S 5 SiS S 51 ~.~ ..... ~ ~ .... <)01> <)01> <)01> "'e~ "'e~ "'e~ PHASED WORK AREA CLOSED TMIWA@ MARKING. SEE 1 BARRICADES G1.4 TMI ROUTE HAUL ROUTE COMBINED HAUL AND TMI ROUTE STOP SIGN, SEE ~ FLAGGER ~ WITH RADIO CALL 48 HOURS BEFORE YOU DIG 1-800 .. 424-6555 ilL" NOTE: • I IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. ~ o { I.; Z ' t-, _ Z ~ LL (!) Z -~N IW LL(J) « OI ZLL « ~RtL~ AS NOTED ! c~ .. if,,-.. SHEET NO. z o VJ 5 w n: > m ci z DES'W8 Ull-D="''''~;.:.~=---l CH'RH G1.5 DATE JUNE 28. 2012 FILE ~L_ ______________________________________________________________________________________________________ ------------------------------------------------------------------------------------------------------~ "D. 23-2010-007 c -B c " '" '" a a /' a ~ a N /' r<J N -:: eJ RSA o --OFZ ROFA lJ [] fJ ROFA RSA RSA RSA -"7"'" RSA --RSA « RUNWAY 34-16 RSA RSA --RSA --RSA --OFZ --OFZ OFZ --OFZ --ROFA ::=--===-1 ROFA_===-_===-ROFA_===--===; ROFA. __ _ TOFA TOFA TOFA - iO'~ o 0", ________ TIV<IWAY B RSA RSA , " 0, --RSA RSA RSA RSA IJ OFZ OFZ , ~ _I -""-..----'---------------------~y --RSA ---RSA LOW LEVEL BARRICADE AT PAVING LIMITS Wi MAX SPACING OF 4 ----------- RSA ---RS(I.-~ ---RSA --Rs!\-_=--- /' /' ,. ...- /' ,.----', LOW LEVEL BARRICADE AT RUNWAY ',,- HOLD SHORT MARKING. NO "-"- RSA FEET. SEE G2.3 FOR LOCATIONS SPACING BETWEEN BARRICADES "" / / / / / RUNWAY 34-16 " --'r+-RSA RSA --:c"/ --RSA / RSA RSA RSA --RSA - SIG~: n L.; SIGN "STOP" I / I I / / / LOW LEVEL BARRICADE Wi MAX SPACING OF 4 FEET. LOCATE AS SHOWN PHASE 3 'SiGt-J OFZ ROF:'AA --==----==-Ti ROF"AA -==--_-==-<.<1'ROF:'1 -'!Il"--\-TOFA -TOFA -ROFA TOFA I TAXIWAY B ~ - ] ] AIRPORT ~ERIMETER . ROAD BOEING LEASE ARfA BOUNDAHY \ - ~-~-- --_TefA BOEING COMPASS ROSE -- I~ ~~ I I I I --'4 I., I I I I j,. "i I I I 1 I I EAi3T tfAMP LEASE I A~~ jiOUNDARY I I I I I : 1 1» 1 I I " I I 'I ------ o SIGN --- \ I \/"1/ PHASING WORK PHASE PHASING WORK AREA 1 TAXIWAY B FROM BOEING RAMP TO MID TIE-DOWN RAMP 2 TAXIWAY B FROM MID TIE-DOWN RAMP TO NORTH END OF HANGAR 749A CONSTRUCTION SHALL BE CONDUCTED ON ONLY ONE PHASE AT A TIME, WORK MAY NOT BE CONDUCTED ON MORE THAN ONE PHASE AT A TIME. "STOP" TIME 17 14 SCALE I N FEET III ~~ 80 o 80 160 7498 II \ \ \ \ CONTRACTOR STAGING AND STORAGE AREA (ALL PHASES) \ (('I \'~ GENERAL NOTES: 1. WHEN A TAXIWAY ROUTE IS CLOSED, TEMPORARY AIRCRAFT TAXI ROUTES WILL ALSO FUNCTION AS THE ARFF VEHICLE AND AIRPORT SUPPORT VEHICLE ROUTE. 2. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL UNDERGROUND UTILITIES. SEE ITEM K IN THE CSPP. 3. FOR HAUL ROUTE TRAFFIC LIMITATIONS SEE Q-6 IN THE CSPP. 4. ALL CONTRACTOR AND CONSTRUCTION VEHICLES SHALL BE PARKED IN THE CONTRACTOR STAGING AREA WHEN NOT IN USE. STAGING AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. 5. SEE SHEET G1.1 FOR ABBREVIATIONS LIST. CONSTRUCTION NOTES: 1. AIRCRAFT HAVE THE RIGHT-Of-WAY AT ALL TIMES. VEHICLE TRAFFIC SHALL STOP AND YIELD TO ALL AIRCRAFT OPERATING NEAR HAUL ROUTE. 2. CONTRACTOR SHALL NOT ENTER THE EXISTING PRIVATELY LEASED EAST TIEDOWN RAMP FOR VEHICLE ACCESS OR STORAGE OF EQUIPMENT. DATUM: SEE SHEET G1.3 FOR DATUM INFORMATION. LEGEND: x NDB FACILITY . AIRPORT Asos : . FACIlITIES . PHASED WORK AREA MARKING, SEE 1 " S lIS S SI' !j "'I _ .. , CLOSED TAXIWA@ BARRICADES G1.4 ..... ..... ..... TAXI ROUTE <Jol> <]01> <Jol> HAUL ROUTE ..IL COMBINED HAUL AND TAXI ROUTE STOP SIGN, SEE ~ FLAGGER ~ WITH RADIO OALL 48 HOURS BEFORE YOU DIG 1-800 .. 424-8888 "LJ' NOTE: I IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. = = "" z o iii :> w 0:: z :5 Cl. o Z -~1'0 IW a..(f) « OI Za.. « ~ < o d z S:.\MR.. SHEET NO. ''''''Ifl'' DR. GM .. c0:;RH> G 1 . 6 . '; ': " -,' '~', F.B. ,c~ .'-'f ~-~ c_' :iiF SHEDS DATE JUNE 28, 2012 ~r5~ 23-2010-007 AIRPORT TOWER AIRPORT OFFICE ---.." "-,-' AIRPORT PROPERTY wi --------[1,-1 1 "-""""--"--"", ",.,--, BEGIN AIRPORT SIGNAGE WORK i : ! : [ iii z o (fl :> w rt: -"'-I!--~,!--::::=~I'!-.·--==:::--'-==::--~=~~'-=~='-;RO~FA~~~~·~,(!j,~~~ -~. '--~-~~~~~-~~~~-:j~~ .. ----=--=--~·-'-~--OF~-'---,'-·' -===--=' ~".''C \:::-,::-~~' ~"::':.:.:' S~~E;~J;7:=~-=--~-'~~TW~'~~R~:~k--~1 == -~-o~=~~-~-~-~~~~-~7~~~: -~-=~='~-==~ .. '=::~~~~ ,--,,::-~=~----:--:-:: ""'-~~--"'-'j.:'i;;--~""- !lEi-OFZ -4= OFZ ~_ '--OFZ II ." .. . ' , RSA RSA ROFA --I o o o o GENERAL NOTES: 1. CONTRACTOR SHALL BE TRAINED BY THE AIRPORT FOR SAFETY AND DRIVING ON THE AIRPORT. CONTRACTOR SHALL ALSO BE TRAINED AND EQUIPPED WITH AN AIRPORT RADIO OR ACCOMPANIED BY AN AIRPORT ESCORT. 2. THE CONTRACTOR SHALL COORDINATE ANY TAXIWAY OR RUNWAY CLOSURES THAT ARE REQUIRED DURING CONSTRUCTION WITH THE AIRPORT. THE AIRPORT SHALL PREPARE AND ISSUE ALL NOTAMS. 3. SIGNAGE MODIFICATIONS SHALL BEGIN IN THE NORTHWEST CORNER OF THE AIRFIELD AND FLOW IN A COUNTER CLOCKWISE DIRECTION AS SHOWN. TO THE GREATEST PRACTICAL EXTENT. WORK AT EACH SIGN SHALL BE COMPLETED BEFORE MOVING ON TO THE NEXT SIGN LOCATION. o 4. WHEN A TAXIWAY ROUTE IS CLOSED, TEMPORARY AIRCRAFT TAXI ROUTES WILL ALSO FUNCTION AS THE ARFF VEHICLE AND AIRPORT c .B c Q) 0:: ,.... o ° /' ° SUPPORT VEHICLE ROUTE. 5. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL UNDERGROUND UTILITIES. SEE ITEM K IN THE CSPP. 6, FOR HAUL ROUTE TRAFFIC LIMITATIONS SEE Q-6 IN THE CSPP. 7, ALL CONTRACTOR AND CONSTRUCTION VEHICLES SHALL BE PARKED IN THE CONTRACTOR STAGING AREA WHEN NOT IN USE. 8, SEE SHEET Gl.D FOR ABBREVIATIONS LIST, 9, THE CONTRACTOR SHALL COMPLETE ALL WORK SPECIFIC TO TAXIWAY SIGNAGE CHANGES IN 14 CONSECUTIVE CALENDAR DAYS (2 WEEKS) DURING PHASE 3. ALL SIGN MODIFICATIONS DETAILED ON PLAN SHEETS C6.1 TO C6A SHALL BE CHANGED TO NEW DESIGNATIONS CONCURRENTLY AS A GROUP CHANGE DURING THE LAST NIGHT (9:00 PM TO 7:00 AM) OF THE 14 DAY SIGNAGE CONSTRUCTION PERIOD. INDIVIDUAL SIGN DESIGNATION CHANGES SHALL NOT BE DONE INDEPENDENTLY PRIOR TO THIS. DURING ~ THE 14 CONSECUTIVE DAY SIGNAGE CONSTRUCTION ° DURATION. AND PRIOR TO THE FINAL GROUP SIGNAGE ~ DESIGNATION CHANGE. EXISTING OR TEMPORARY ILLUMINATED ~ (ENERGIZED) TAXIWAY SIGNAGE WITH PRE-PROJECT EXISTING - : :: . . . . . , " : :: . :. CI _---n \] n EXISTING. PRIVATELY LEASED TIEDOWN RAMP AIRPORT PERIMETER ROAD GENERAL NOTES: (continued) BE MAINTAINED AT ALL TIMES. ALL CONSTRUCTION ACTIVITIES WITHIN 137.5 FEET OF RUNWAY CENTERLINE WILL REQUIRE RUNWAY CLOSURE. ALL RUNWAY CLOSURES SHALL BE CONDUCTED AT NIGHT BETWEEN THE HOURS OF 9:00PM AND 7:00AM. NIGHT CLOSURES ARE LIMITED TO 5 CONSECUTIVE NIGHTS. THE RUNWAY SHALL BE FOD FREE AND OPEN FOR OPERATIONS AT 7:00AM. THE CONTRACTOR SHALL PREPARE AND SUBMIT A SIGNAGE WORK PLAN DETAILING TASK SEQUENCING; METHODOLOGIES; MATERIAL TO BE UTILIZED IN EXECUTING WORK (BOTH TEMPORARY AND PERMANENT MATERIALS); AND A SCHEDULE FOR ACCOMPLISHING SIGNAGE CONSTRUCTION TASKS. SIGN INSTALLATION. AND SIGN RE-DESIGNATION SWITCH OVER. CRITICAL ELEMENTS OF THE WORK PLAN INCLUDE: • PHASING OF CONSTRUCTION AND SIGN INSTALLATION. • PHASING OF THE FINAL SIGN RE -DESIGNATION SWITCH OVER. • TAXIWAY AND RUNWAY CLOSURE SCHEDULE. • TRAFFIC CONTROL PLAN. o MEANS AND METHODS TO MAINTAIN EXISTING TAXIWAY LIGHTED SIGNAGE WITH CURRENT DESIGNATIONS DURING THE 14 DAY SIGNAGE WORK PERIOD. • MEANS AND METHODS TO ENSURE NO BLANK PANELS (NO EMPTY SIGN MODULES). OR LIGHT LEAKAGE. EXISTS WHILE MAINTAINING EXISTING SIGN DESIGNATIONS. • MEANS AND METHODS TO ENSURE TEMPORARY MATERIALS ARE PROPERLY SECURED AND ARE NOT SUSCEPTABLE TO BEING DISLODGED DUE TO WIND. PROPELLER WASH. OR JET BLAST. • MEANS AND METHODS TO PREVENT AND MANAGE FOD ISSUES. ALL SIGN BASE MODIFICATIONS SHALL BE COMPLETED PRIOR TO ANY SIGN OR SIGN FACE REPLACEMENTS. SIGN REPLACEMENT SHALL NOT BEGIN PRIOR TO THE NEW SIGN BASES REACHING A MINIMUM 7-DAY CURING STRENGTH. I i I. I, : .... . = '---.... ----- GENERAL NOTES: (continued) 10. THE CONTRACTOR SHALL GIVE WRITTEN NOTICE 48 HOURS IN ADVANCE OF WHEN THEY INTEND TO SETUP AND BEGIN SIGNING WORK. 11. PRIOR TO ANY WORK BEING PERFORMED IN THE RESTRICTED AREAS, THE CONTRACTOR IoiIUST COORDINATE WITH THE ENGINEER. AIRPORT AND TRAFFIC CONTROL TOWER, AND RECEIVED WRITTEN APPROVAL FROM AIRPORT TO PROCEED. RSA ~::--RSA RSA \ t \ --\-- r RSA r-:::::] OFZ -,~ 1 , NOB ANTENNA ASOS CRITICAL AREA AIRPORT ASOS FACILITY CONSTRUCTION NOTES: END AIRPORT SIGNAGE WORK [J>-REPLACE OR MODIFY EXISTING SIGN BASE PRIOR TO SIGN REPLACEMENT. SEE SHEETS C6.1 THRU C6.4 FOR SIGN BASE MODIFICATIONS. PROVIDE TEMPORARY SIGNAGE WHERE SIGNS ARE REMOVED FOR BASE MODIFICATIONS. TAXIWAYS THAT REQUIRE SIGN BASE MODIFICATIONS SHALL BE CLOSED DURING WORK HOURS. I}>-REMOVE SIGN. [Po CLEAN AND CALIBRATE EXISTING SIGN. SEE SHEET El, 1. B:> REPLACE SIGN PANEL. DATUM: SEE SHEET Gl.3 FOR DATUM INFORMATION. LEGEND: ,...,..... .. " Ii" " 5" Ii " BARRICADES ..... ,. ..... ,. ..... ,. TAXI ROUTE <lot> <101> <101> HAUL ROUTE ~ l1li • IBJ COMBINED HAUL AND TAXI ROUTE STOP SIGN. SEE LJ::1 FLAGGER ~ WITH RADIO FLOW OF WORK WORK AREA \ --- SCALE IN FEET o 200 400 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5666; ~ D- C> Z -~ I 0.. W ~ Z C> -(f) d z '.,<, l i '; . :.l . ,SCALE AS NOTED . Icu'l ,!-=;---....,....,...--,-;:c=-':c:::---I I i( PJFc;r)Alr:t' SHEET NO. "'Y'¥...YJ DR, GM JU/. . 3~O'H->--::""""'---lG 1 7 . 'RH .:J. "Lit .1) NOTE: I • If. IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. F.B. or SHEETS 0-DESIGNATION, SHALL 0L-________________________________________________________________________________________________________ --------------------------.--------------------------------------------------------------------------~ DAJtThE 28, 2012 ~'IoE 23-2010-007 ~ C> I r--a a I"') /' J:: t o Z tD ~ 'x ~ C 01 'iii Q) o -f" o e-« c o -oJ C Q) a: r--a 3-a N ~ a N BARRICADE, TYP -"-------1 0' -4' MAX SPACING, TYP MOUNT SIGNS TO FACE OF BARRICADE, LEFT OF VEHICLE PATHWAY FLOW WHEN ENTERING AIR OPERATION AREA --~,:::--_J GROUND VEHICLE PATHWAY NOTES; 1. SIGNS SHALL BE CONSTRUCTED OF SHEET ALUMINUM AND REFLECTIVE SHEETING, AND MEET THE REQUIREMENTS OF SECTION 9-23 OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (M41-10). 2. SIGNS SHALL BE MOUNTED TO THE FACE OF BARRICADE. MOUNTING SHALL NOT PENETRATE THE BARRICADE AND SHALL BE SECURELY FASTENED SO AS NOT TO COME LOOSE DUE TO WEATHER, WIND OR AIRCRAFT OPERATIONS. Ii NON-AIR OPERATION AREA l AIR OPERATION AREA PLAN 18"x18" R1-1 SIGN (WSDOT M55-05) '\ 1 " "---"---------------~-~QNi -ELEV;TION" -"~ ~;~-RIC::E-------- G1.4-G1.6 """--/ STOP !INSTRUCTION SIGNS DETAIL NOT TO SCALE ! I I I "L)' NOTE: I I ,r.': I," .' ,. IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. l~ ______________________________________________________________________________________________________________________________ ~ z o (J) '> w cr ,. m d z or ,"EElS DATE JUNE 28, 2012 ~'6~ 23-2010-007 N <:> I '" o a ~ -'= -e o z m j i(' / / / " Z OFZ I ! I 0.. Ift-' I~ I . I 1 VI I I I LJ REPLACE EXISTING CB. SEE NOTE 2 --OFZ LIMITS OF NEW ASPHALT CONSTRUCTION QFZ INSTALL 150LF STRAW WADLE OFZ OFZ REPLACE EXISTING CB. SEE NOTE 2 OFZ OFZ INSTALL 100LF STRAW WADLE REPLACE EXISTING CB. SEE NOTE 2 OFZ --OFZ OFZ OFZ OFZ .~~ " "0 \, <() EXISTING CB TO .C. ~" ,\ BE REMOVED ~ C--\-----,,"C . C __ C . -F ) .. F=----7) 'F'~"",-- I z o UJ :> w n:: o -50- ( I 1 a VI I 10; d I I I ! TO CEDAR RIVER EXISTING C1 TO BE REMOV1D 6 ~ 1t:1 I I REPLACE EXISTING CB. SEE NOTE 2 INSTALL TEMP PLUG IN OUTLET & PLACE SUMP PUMP IN CB . ·r-"'~--~..t:>· . ---~~ .. ~ .C F'~.F. __ -t INSTALL FLEXIBLE HOSE FROM STORM WATER PUMP INSTALL 140LF @ TEMP 6" PERF G2 2 PIPE. SEE DETAIL . = UVL...ING INSTALL 30LF SILT CHECK DAM. lYP INSTALL TEMP PLUG IN OUTLET & PLACE SUMP PUMP IN CB --~ INSTALL FLEXIBLE HOSE FROM STORMWATER PUMP INSTALL 40LF TEMP 6" PERF G2.2 PIPE. SEE DETAIL '---" EXISTING CB TO REMAIN ->-, I c!, til I I c!, Ul TO CEDAR RIVER EXISTING CB TO BE REMOVED-~ NEW CB -0--/ /--OFZ --OFZ OFZ --OFZ ~=-------~~---+~~r-r-fill~-r-r-rlllr~~--~~~~~~~~~~~----~: c --OFZ --OFZ ... "~c .' ---..c ____ :~-C .0/ ":J C ____ c "~ ----'. C ____ INSTALL 100LF STRAW WADLE REPLACE EXISTING CB. SEE NOTE 2 INSTALL 150LF STRAW WADLE~.ll>-;;;,:-ti ~;;t:g.~.ttJor~·~·~ 0 (> O-'-"'~~__ _ ~ F_F 'u-l-"'" F f -----~ . -... F' ----F ---__ --F --F ---___ F ____ f I I I I tm I n) I I 'TIl I I I I I +70 I I I I I I I I ,m I I I I I l>m I I I I I bro I I I I NEW CB + ro 1m ;'-i- 1'/1) + ro I I I .~~ I I NEW CB I 110 tro EXISTING CB I I TO REMAIN I I I~ I I iTO pm I I 1-1- I I I gL:~::::::±:~~~~~~~~~~=r~~==~====~~~~~~~~~~~--+------~L __ ~~ __ ~\~----~=======ll~~==-------~ l-~ TEMP PLUG I ..... EXISTING CB d & PLACE J EXISTING CB NEW SLOTDRAIN. SEE TO REMAIN PUMP IN CB I TO REMAIN SHEETS C1.3 & C1.4 5l ----5D---T-SD-6'pVC'-sr----6"PVC -,,, __ L ~'/}!C ____ SfIl-W'-lJ-- d ___ SDJ. _.£"PV~_ 5D--_ LU \1;; I I t~ '" Id i o til I I o -- L I" d I I TO CEDAR RIVER LEGEND: ) .. -C C -F F <lOt> <lOt> I I I I I /, lm .,- ) .. ) C- F- <lot> <lOt> STORM DRAINAGE SWALE PROPOSED CUT LINE PROPOSED FILL LINE CONSTRUCTION HAUL ROUTE XX XX TEMPORARY EROSION CONTROL FENCE -0 0 0-STRAW WADLE @ G2.2 ...... EXISTING DIRECTION OF FLOW FLOW SPREADER 5 J TRIANGLE SILT CHECK DAM ~ \@ CB INLET PROTECTION W/SEDIMENT TRAP GRAVEL CONSTRUCTION ENTRANCE W NOTES: 1. FOR BARRICADES AND PHASED WORK AREAS SEE SHEErS Gl.4 TO G1.7. 2. INSTALL CATCH BASIN INLET PROTECTIONCA H SEDIMENT TRAPS IN EXISTING AND NEW TC BASINS. WHERE EXISTING CATCH BASIN IS TO BE REPLACED. REINSTALL EXISTING FILTER BAG IN NEW CATCH BASIN. SEE SHEETS C1.1 \@ w ~ ~Q ~(f) &1- <0:: ~~ 00:: Z<{ ~ I zlD 0« 1-:]: ~w 0:::0:: I zlD ~ dJ~ 0:::3: lL.. -~~ o ~ a.. ....J o g: z o () z o -(f) o 0:: W & ~ > w d z THRU Cl.6 FOR NEW CATCH BASIN LOCATIONS. o a.. ~ w I-CALL 48 HOURS ~ BEFORE YOU DIG C {i' , .. , .0 1-800-424-8866 t, !1),Iio-".'i"\'"!'·'::z",: ';;'---1 5CA[~i:ASi NOTED SHEET NO. Ti;:. DR. CM G2.1 SCALE IN FEET --1-\1 ::::=-:::::::::r~-'-"':\< LlI'IE I (fJ ....... '-~_ NRPORI PROP<." UL" NOTE: I ~I SEE SAFETY AND PHASING PLANS FOR DETAILS ~_I~~ o 40 80 S 1\ ~====~;;~~..-~ffi~'O~_~§ .. _~:::~~CJ=~~=~ ---T-O~CEDAR RIVER (TYP) 40 il. __ Jl __________________ ~~~ ____ ~-::::::::::;::-:~~n~"~I~~\~\::::::~~~ ____________ ~~::=_~~~~::=_ ________________________________________ ~:::: ______________________ ~ ____________________ ------------------------------------------~ IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. OF SHEETS DATE JUNE 28. 2012 ~'6~ 23-2010-007 " .8 c Q) 0:: f'-o ;?- o ~-------_'-_., TYPE 1 OR TYPE 2 CATCH BASIN ------. ---------_. ---... ----- INSTALL TEMPORARY INFLATABLE PLUG IN OUTLET(S) OF CATCH BASINS IDENTIFIED IN PLAN, TYP FLEXIBLE DISCHARGE HOSE AS REQUIRED PLACE TEMPORARY SUMP PUMP WITH FLOAT CONTROL IN CATCH BASIN 6" PERFORATED PIPE PLACED LEVEL FOR DISPERSING FLOW 2x2 WOOD STAKE W/ WIRE TIED LOOPS AT 4'-0" OC, TYP STORMWATER FLOW DISPERSED ACROSS UNDISTURBED GRASS AREA TO CATCH BASIN GEOTEXTILE FULLY ENCASES FOAM CORE AND EXTENDS AS APRONS ON EITHER SIDE FLOW SEWN EDGE OF CHECK DAM SHALL BE UPSTREAM TRENCH (3"-6" WIDTH AND DEPTH) 16" MIN' SIDE VIEW FRONT APRON REAR APRON MIN HEIGHT SHALL BE 12" CHECK DAM UNIT (SHAPE MAY VARY) FOAM CORE STAPLES (8"-12" LENGTH) 24" MIN EXISTING GROUND SECTION A-A NOTES: 1. DIG TRENCH 21 "-32" UPSTREAM FROM THE SEWN EDGE. 2. PLACE AND STAPLE APPROXIMATELY 3" OF THE FRONT APRON IN THE TRENCH AND BACKFILL. PLACE THE REAR APRON UNDER THE CHECK DAM UNIT EXTENDING OUT THE DOWNSTREAM SIDE. 3. TO ASSEMBLE MORE THAN ONE SECTION, OVERLAP THE FABRIC 6" WITH THE ENDS OF THE UNITS TIGHTLY ABUTTED. 4. STAPLE THE FRONT APRON DOWN IN THE TRENCH AND BACKFILL. 5. FINISH STAPLING USING THE PATTERN AS SHOWN IN PLAN VIEW. POINT A * FRONT VIEW -SECTION B-B * POINT A MUST BE A MINIMUM OF 3" HIGHER THAN POINT B TO ENSURE THAT WATER FLOWS OVER THE DIKE AND NOT AROUND THE ENDS CHECK DAM INSTALLATION FOR FLAT BOTTOM DITCH DETAIL -CATCH BASIN SEDIMENT WATER TREATMENT CHECK DAM DETAILS NOT TO SCALE GEOTEXTILE FABRIC C GRATE FRAME / RUNOFF WATER WITH SEDIMENT 5" MIN . .., .,I;,J .. C GEOTEXTILE FABRIC FOR SEDIMENT REMOVAL, TYP-.-1 TRAPPED SEDIMENT FILTERED WATER DRAINAGE STRUCTURE ., '., .' ., , . <. SEDIMENT TRAP DETAIL NOT TO SCALE SECTION C-C NTS OVERFLOW BYPASS 5" MIN ,:1:.' ..,:~J, ..... ':. J' ., .' .' ./" NOTE: ./ ./ ./ NOT TO SCALE 8" MIN 4" QUARRY SPALLS THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT -OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2 INCH STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLIEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR RACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. GRAVEL CONSTRUCTIION ENTRANCE DETAIL NOT TO SCALE / SEDIMENT, ORGANIC MATTER, AND NATIVE SEEDS ARE CAPTURED BEHIND THE ROLLS 4"-6" TRENCH NOTE: STRAW ROLL INSTALLATION REQUIRES THE PLACEMENT OF THE ROLL IN A TRENCH, 3"-5" DEEP, DUG ON CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL. DETAIL -STRAW WATTLE NOT TO SCALE EROSION CONTROL NOTES 1. EROSION CONTROL FENCING, CHECK DAMS, SEDIMENT TRAPS, AND GRAVEL CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND/OR AT THE DIRECTION OF THE ENGINEER. 2. THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED . 3. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION CONTROL FACILITIES SHALL BE MAINTAINED AND/OR ALTERED AS REQUIRED TO ENSURE CONTINUING EROSION/SEDIMENT CONTROL, AND THAT NO SEDIMENT LADEN WATER ENTERS THE EXISTING STORM DRAINAGE SYSTEM. 4. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPs SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CONSTRUCTION IS COMPLETED, PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL, AND THE POTENTIAL FOR EROSION HAS PASSED. 5. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 6. TESC FACILITIES SHALL BE INSPECTED AND MAINTAINED FOLLOWING EACH RUNOFF-PRODUCING STORM, TO ENSURE PROPER OPERATION OF ALL EROSION AND SEDIMENT CONTROL FACILITIES. 7. THE PUBLIC RIGHT OF WAY SHALL BE KEPT CLEAN. TRACI(ING OF MUD AND DEBRIS FROM THE SITE WILL NOT BE ALLOWED. FAILURE TO COMPLY WITH THIS CONDITION WILL RESULT IN ALL WORK ON THE SITE BEING STOPPED. 8. DISTURBED SOIL SHALL BE HYDRO-SEEDED IF NOT PROTECTED WITHIN 7 DAYS BY OTHER BMPS. 9. AT NO TiME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN SEDIMENT TRAP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 10. SHOULD TESC MEASURES NOT BE PROPERLY INSTALLED AND MAINTAINED, CITY OF RENTON MAY STOP ALL WORK NOT PERTAINING TO THE CORRECTION OF TESC PROBLEMS UNTIL TESC IS RETURNED TO THE PROPER OPERATION. CALL 48 HOURS BEFORE YOU DIG 1-800-424-8888 /i ,\ t,'. , . '. JIL" NOTE: ·1 IF '1" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. = = C-.J Q.) :t: "<l-::::l C/) = c--J 00 ~ en c ....., C> Q.) ~ e en c: ....., :.e C/) en -= ~ ~ <'0 :e e 00 ~ c--J r--UJ = = 00 <'0 I ~ "<l-r-- L.0 c--J "<l- .i::: LL z o if) 5 w (t: ~ < o ci z 0J ~ o 0J , OJ I I I I 0.. V>-; Ifl I I I o UJ I I I I ----SO----SOI I ~I 0 CD « I 1::.:11 en 0 It) d;1 I") ~ en UJ. ~[ ....J , :c 0 t-« ~ I ~SO ( I l tLLil 0 o UJ EXISTING CB TO REMAIN EXIST BOEING RAMP PAVEMENT DING 1 05LF EXIST SD TO BE REMOVED AND REPLACED TO NEW CB LOCATION. SEE SHEET C1.3 ~-EXISTING CB TO BE REMOVED AND REPLACED N d d 95LF EXIST SD TO BE REMOVED - - -SD--- -SD+N~-I::J----§P~b-- --SOl 6"PVC 0--_ --g"ovc - --SrJ---G----So-_6"PV£.. So----So-m I HANGAR - RUNWAY 34-16 .. _. I' ---... '. [ I ---._, ~.-' I '. ! ,JOIN! 12"CPlN ,JOiNT SEE ~ \§} I BEGIN ASPHALT REMOVAL 103LF EXIST SO TO BE REMOVED AND REPLACED TO NEW CB LOCATION. SEE SHEET C1.3 EXISTING CB TO BE I REMOVED AND REPLACED -~ I ~I~ 0----SO----So----SO-12"(:-SO----So----SD--12 "C-SO~--- PHASE 1 ASPHALT ! REMOVAL 100LF EXIST SD TO BE REMOVED AND REPLACED TO NEW CB. SEE ~~ EXISTING COMPASS ROSE SHEET C1.2 FOR LOCATION -~, '" ~ REMOVE AND DIS,)OSE OF (10) ¥' EXIST TIE-DOWN ANCHORS, 1YP-'I--- o UJ EXISTING SD ~ LINE TO REMAIN I I I PHASE 1 REMOVAL LIMITS ---t---J TEMPORARILY CONNECT EXIST TIE-DOWN CABLE TO ADJACENT ANCHOR UNTIL NEW TIE -DOWN ANCHORS ARE INSTALLED, 1YP I hD I I I I I pTO I TO I I I I I I I I I 'TO bm I I I I I I I I I I BEGIN BUn JOINT GRINDING PHASE 2 ASPHALT REMOVAL BEGIN Bun JOINT GRINDING 110LF EXIST SD TO BE REMOVED AND REPLACED TO NEW CB TO I I EXISTING CB TO BE REMOVED AND REPLACED t BEGIN OlD hD I I I . 11TO tTO fTDI 1TD i I I I EXiSTING CB TO BE I I I I <» REMOVED AND REPLA?ED ~NO ~ONTRAhoR THROUGH III Uld : I --c ACCpS ONI RAMP rb I I I I I I I I I ITO FTO f I 4TD I I I: J'h-!\ -hoho I I I 6 ~ EXIST AIf~CRAFT TIE -DOWN I I I I' CABLES TO REMAIN, 1YP I I I I LEGEND: I 13: o -SO-84LF-EXI~~SD -12"CSO --- -~ ~ TO BE REMOVED IUJ PHASE 2 ASPHALT ~ REMOVAL I I EXISTI CLEI4NOUT TO BE REMOVED ANDI REPLACED. PROT[CT ElxISflNG DRAIN PIPE DURING CdNS RUCTION, (1YP) [ I 4"C Tn Tn _ .,....,.. FULL-DEPTH ASPHALT PAVEMENT REMOVAL ASPHALT PAVEMENT GRINDING IIIIIIIIJIIIIIII/IIII ASPHALT PAVEMENT SAW CUnlNG xxxxxxxxxxxxxx DEMOLISH EXISTING PIPING DEMOLISH EXISTING STRUCTURE 95LF EXIST SO TO BE REMOVED LOCATION. SEE SHEET C1.5 ---~%gA~ EXIST CLEANOUT TO BE REMOVED AND REPLACED. PROTECT EXISTING DRAIN PIPE DURING CONSTRUCTION, (1YP) EXISTING CB TO REMAIN EXISTING YARD INLET AND CONCRETE BASE TO BE REMOVED. PROTECT EXISTING DRAIN PIPE DURING CONSTRUCTION, (1YP) I 'f-'" Id BEGIN SAWCUT TAXIWAY B 't REMOVE AND DISPOSE OF (9) EXIST TIE-DOWN ANCHORS, 1YP I~ ld I 1 STA 46+39.6, 21.4 LT TO STA 46+M.1, G2~ ~ SEE C EXIST C8 TO C 1 .7 BE REMOVED PHASE 3 ASPHALT REMOVAL SCALE IN FEET NOTES: 1. ALL EXISTING ASPHALT AND REMOVAL ITEMS SHALL BE HAULED AND DISPOSED OF ,OFF SITE. 2. INSTALL NEW TIE-DOWN ANCHORS(DTHRU ®, ® THRU @' AND @ PRIOR TO DEMOLITION OF EXISTING TIE-DOWN ANCHORS. CONNECT EXISTING TIE-DOWN CABLE TO NEW TIE-DOWN ANCHORS. OAll 48 HOURS BEFORE YOU DIG 1 .. 800-424-6666 ----=;-~~~ UL IJ NOTE: I • , I 40 o 40 80 IF '1" DOES NOT MEASURE 1" Zi;l'1--ADJUST SCALES ACCORDINGLY. ~L-___________ ------------------~--------------------------------~ ·-, = = ("'o.J Q.) ~ ·s ""<t- V> = C'-.J 0::> :s: 0"> V> <:: = ....., ..8 = <L> 0"' 0::> 1;; .::: ..,.., :.c: I (f) '" :;;;: 0 -= :s: r- ~ L.CJ ..,.., :d" ~ ~ = <L> "" ,1j -= r--0.... UJ Z ~ ::s z a.. I-Q z 0::: en 0 0 &':1-E <0::: -10 -' eta.. 0 (30::: ~ --UJ z« Cl §i I zCD Cl ~« z z:C « wW 0:::0::: ....J I ~ zCD 0 0 g~ ~ UJ 0:::3: 0::: l1.. -oX t-j::~ Z 0 w :c ::1! IY W ~ • 0 'ftv,Z a.. >, cd ',_. s "c.:'AS, NOrED f/;'/",WJ;3 s' EET NO. z o IJJ ;; W 0:: r m d z DR. C il 'i7.J~tl G 2 . 3 DATE JUNE 28, 2012 m·{ 23-2010-007 _I ___ _ 130 120 110 100 60 70 60 50 ................... -......... . --. --. ----. --'"-----~;:;.I:n.,,-=-- . . . . . . . . . . . . . . . . . . . . . .. .. 40 30 20 10 o 10 20 40 50 60 70 TOP:SOIL, 2" COMPACTED DEPTH AND SEED --, w 12.5' MATCH EXISTING EDGE OF ASPHALT ......... TAXIWAY·· ..... MATCH EXISTING EXISTING: GRADE . UNDISTURBED EXISTING: GROUND . ... 4" ASPHALT PAVEMENT GRADE THRU TEMPORARY TRANSITION L--...,.. -6" CRUSHED TOP/BASE COURSE 8" SOIL CEMENT BASE COURSE . : SEE TYP: PAVEMENT SECTION FOR ............ _ . , . _ .. - -... : -DETAILED THICKNESSES,TYP . -. . -- TYPICAL SECTION -STA 28+35 TO STA 28+86 VARIES 0' -3.6' : SHr~rR . . . . . . . . . . . .. ... . . ---..-:--- 4" ASPHALT PAVEMENT 80 --4" ASPHALT PAVEMENT (P-401) ~~~~~~ff~~~t--2" CRUSHED TOP COURSE (P-209) .. _. _. ~~~~~~;Q~~~it __ -:-.~_ .4" CRUSHED_ BASE COURSE. (P-209) .. __ . _ .. _. __ NOT TO SCALE . . . : . . . . . . . -. . . . . . . .. _ .6" .C.RUSHEO TOP /BAS[COl)RSE . -.. 1--8" SOIL CEMENT BASE COURSE (P-30t) 8" SOIL CEMENT BASE COURSE: ALT EDGE STA 28+35 TO STA 28+86 . NOT TO SCALE . ,. ........................ . ............. , ...... , ........ . . . . -. . . . . . . . . . .. , ........................ . 12.5' <t 12.5' E TOPSOIL, 2" COMPACTED DEPTH r~i.i;:;:;-+--:ri~~-l AND SEED (TYP BOTH SIDES) TYPICAL PAVEMENT: SECTION NOT TO SCALE w VARIES 3% TO 8% ..... 90 100 110 120 (8% AT TEMPORARY-TRANSJTION -. --C"l'~-TnTiC:;'TT ---~-. ...... _. _. . .. - "'-1 -;------- . . . . . . . . . . .. ...... . .................. . UNDISTURBED EXISTiNG GROUND GRADE WILL BE· 5% IN PHASE _:=or,--i:'T1'f7'7I'J:l, 112" "TVD MATCH EXISTING EDGE OF ASPHALT L.--.-:-_~ .. ~ .. -~-.• +-f..-J. -. -. -. -.. -. -. . -. -. -. - IMPORTED BORROW MATERIAL (P-152), 8" SOIL. CEMENT BASf:COURSE ........... . TAXIWAY . - TYPICAL SECTION · - 4'~ASPHALT . PAVEMENT. .. L----,-. -6" CRUSHED TOP/BASE COURSE · - STA 28+86 TO STA 32+75 TOPSOIL, 2" COMPACTED DEPTH AND SEED --- . -.................... -............ ~t~\~L .. . NOT TO SCALE • ALT EDGE -STA 29+89.6 TO STA 32+75 ~ N U I I' ... -. -. ........ , . . . . . . ...................................... . -.. -.--....... -.-.--.-.~~~ w ° o ? .r: t o Z to ~ 'x ~ C 0> 'iii <l) .•••.•..•.••••••. o -f o e- <i' 1 ' • TYP -l---I-. . . . -. . . . . . . . . . . . . . . ' ..... ,., .......... . • NOT TO SCALE ....... -............ . EXISTING GRADE· FINisHED GRADE IMPORTED BORROW . _ . _ ......... _ . _ MATER.IAL(P--: 152~, TYP_ .. ....... , .. , ......... . UNDISTURBED EXISTING GROUND 8" SOIL CEMENT BAS:E COURSE . 12.5' E .......... I NOT TO SCALE FINISHED. GRADE TOPSOIL, 2" COMPACTED DEPTH AND SEED (rYP BOTH SIDES) -. UNDISTURBED EXISTING GROUND . . . .. . .. _ . _ 4': .ASPHA~TPAVEMENT ..... · - '---6" CRUSHED TOP/BASE COURSE: lYP~CAL SECTION STA 32+75 TO 34+35 E o 0> "' o ~ ................. , ..... . 130 -... , ... 120 110 100 90 80 70 . . . . . . . . . . . . . . . . . . . . . . NOT TO SCALE 60 50 40 30 20 10 o 10 20 30 40 50 60 70 . . . . . . . . . . . . . . . . . . -............ , ........ . 80 90 100 110 . .......... , CALL 48 HOURS· BEFORE YOU DIG 1 .. 800-424-5555 . -CH,· -. -- - Y • f. . Pi __ . ".~L,,\;jn· AI!n:nn r ',,; -, ',>Il/'Z:;lon JUL ~ 3 2Ull ".. .. "L lt ...... . NOTE ' "'1 ... .. • I • J-:){I, .. _,~>--:_ IF "L" DOE:S'~bT:'~'MMst,!Rg: 1" ADJUST SCALES ACCORDINGLY. 00 N , to 0L-__ --------------------------------------------------------------------------------------------------------------~ = = C"'-' I ~ o z -l « () -a. ~ z o VI :> w Il' > m ~ < a d z SCALE AS NOTED OES·WB OR. WB CH'RH F.B. DATE SHEET NO. C2.1 Of SHEElS JUNE 28, 2012 r:i6~ 23-2010-007 ---------~-----~----- ................ , .. -.... , . , . - 120 110 100 90 80 70 60 5:0 40 30 20 10 o 10 20 30 40 50 60 70 80 90 100 110 120 ..... , ............... . w E 12.5' 27.0' 12.5' 10.5 .................... r:~~s;~~~' ................ " .......... . c o 1: '" 0:: ..... o o /' o -. --, - ...... ---- ~ 1'·TYP-....--. . . 1Yz" ALT EDGE -STA 34+35 TO STA 35+41.2 FINISHED GRADE UNDISTURBED EXISTING GROUND ...... '. . .................... . TOPSOIL, 2" COMPA¢TED DEPTH AND SEED-----J SWALE .. : ~~~~JJ~ (~~~~~f TYP J 8" SOIL CEMENT BASE COURSE . . 6" CRUSHED TOP/BASE COURSE .. . . . 4" ASPHALT PAVEMENT TYPICAL SECTION -STA 34+35 TO STA 37+88 NOT TO SCALE . ~ ......... f.--. -.. -.::!. .. ~.~. ~:::.2!:Lfj. -::8. .. !::!.. -.. ~--IWr~· i;;;13fu·fu3';y:--:cctr~12;w.5M'y-.~~ .. tE:-:-.-:-. :-:-.. -:-. :-'" .. -:-. Si-=i02)b7u'DLO.t5f' :R-:-:' .-:-. -:-.. -:-.-:-. :-:-I-:-~~ FINISHED GRADE B TOPSOIL; 2" COMPACTED DEPTH AND SEED, TjP D~~ ....... . . MATCH. EXISTING EXISTING ASPHALT RAMP . . . . . . . . . ~. . . . . . . . . . . . . . . . . . . . -. . . . UNDISTURBED EXISTING GROUND MATCH EXISTING EXISTING. HANGAR FLOOR 4" ASPHALT PAVEMENT UNDISTURBED EXISTING GROUND -----...... . SWALE,SEE ~~t---"'" BIO~SWALE, SEE SHEET C3.3 PARTIAL PLAN UNDISTURBED EXISTING GROUND I .......... --....:.......:. . , . , .............. . -- EXISTING GRADE BERM -------~-.~~.-:; SWALE, SEE !--"~t---- BIO-SWALE, SEE SHEET. TOPSOIL, 2" COMPACTED C3.3 PARTIAL· PLAN . DEPTH AND .SEED, .TYP. o • • ..' • • • • , • • • • • • • • • • J---NFW .sLOT DRAIN. 8" SOIL CEMENT BASE COURSE ..... 6:' CRUSHED TOP/BASE: COURSE. TYPICAL • SECTION STA 37+88 TO 43+38.4 NOT TO SCALE IMPORTED BORROW MATERfAL(P-152), TYP ...... . .................. . VARIES • • SEE PLAN . . TOPSOIL, 2" COMPACTED ..... DEPTH ANDSEED~'~'~ FINISHED. GRADE W 1 ' TYP -I-+---, . '1}2" TVO' ." ...... IMPORTED BORROW MATERIAL (P:"'152), TYP 60' -79.9". . . ct 12.5' E VARIES 27.0'-43.8' .. TAXIWAY' . . SHOULDER . ~ 4" :ASPHALT PAVEMENT ....... 8:': SOIL CEMENT . BASE COURSE ·L.,..,~·6'~CRUSHED TbP/BASECOURSE .... TYPICAL. SECTION -STA 43+38.4 TO STA 45+35 NOT TO SCALE \. MATCH EXISTING . . . . . . . . . . . . . . . . . . . ..... . :_/EXISTING: ASPHALT ALT EDGE -STA 42+85.5 TOSTA 44+00 • NOT TO SCALE ....... 120 ..... 11 0 ..... 100 . . . . . 90 . 40 .30 . 20 .10 10 . .20 .. 30 .... 40 50. .. 60. 70 80 90 100 110 JUL -3 IOU = = c--.J (J) z o § (J) (J) (J) o Cl:: () ~ ~ x ~ z o Iii 5 w Ir o z SCALE AS NOTED DES'WB DR. WB CH'RH F.B. DATE SHEe::T NO. C2.2 Of SHEETS JUNE 28, 2012 ~'6~ 23-2010-007 ........ , . ---..... -..... . . . . . . 130 120 110 19P5OIL.t·COMP~.qED . DEPTH AND SEED -,---' 100 90 80 7:0 60 50 40 : LESS THAN: STANDARD:SHOULDER :GRADES 30 20 10 W . VARIES :20'-24' 1 • TYP --++-; : OCCUR ONLY WHERE SHOULDERS TRANSITION: 1,12" TVD TO MEET THE RUNWAY SHOULDER: GRADE UNDiSTURBED EXISTING GROI,JND ......... t:=:;;t EXISTING GRADE' SEE: PLAN FOR : SWALE LOCATION . . .... : ... ·I·VARIES -SEEPLAN· . . .. . . SWALE. SEE I--=--l--, . . IMPORTED BORROW MATERIAL (P-:152). TYP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8" SOIL CEMENT BASE COURSE . · . . TYPICAL SECTION NOT TO SCALE ALT EDGE -: STA 45+35 TO STA 45+52.1 : NOT TO SCALE N . VARIES ..... -........... , ............ . : LESS THAN STANDARD SHOULDER GRADES : : OCCUR ONLY WHERE SHOULDERS TRANSITION : TO MEET: THE RUNWAY SHOULDE:R GRADE : W' .... , ........... , ............ , ................. . ":---: EXISTING GRADE FINISHED· GRADE I· . . . J · . · . IMPORTED BORROW : MATERIAL (P-152). TYP 5WALE. SEE .1--=---1-./ UNDISTURBED EXISTING GROUND .......... -............................................. . 8" SOIL CEMENT BASE COUf~SE : o 10 ~ VARIES' E 70' -20' 20 30 40 50 60 FINISHED GRADE . . TOPSOIL. 2" CO~PACTED DEPTH AND SEED. (TYP . !30TH . SIDES) .. . . SEE PLAN FOR SWALE LOCATION. TYP .UNDISTURBED EXISTING: GROUND 70 , ..... 4" ASPHALT PAVEMENT . . . . . . . . ... , . . . . . . ...... . '--~ 6" CRUSHED TOP jBASE COURSE . . . TW N STA 45+35 TO 46+89.1 tt VAi<IES' S 18'-20' : FINISHED: GRADE ...-:- I . nllrr - TOPSOIL. 2" COMPACTED DEPTH . . AND SEED . (1YpB(m~' SIDES) .. n III -- ': '-1 : . . . . . . . . . -. . . ..... UNDISTURBED EXISTING .GROUND. .. 4" ASPHALT PAVEMENT . ...... . '---~ 6" CRUSHED TOP jBASE COURsE . . ~ lYPICAL SECTION TW L & M N t) I f"-a a t'l ./' .r::: t o Z ill ~ 'x " ;;- c '" 'iii IV • .. o ct o e- <C c o ........ . ..., c " Cl' f"- 8 ./' a ~ a N ./' t'l N ;.;: .... E .................... , . " ()) t'l ~ N ~ o , ....... . N ""-co N 130 120 110 100 90 80 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : NOT TO SCALE . . . . . . . . . . . . . . . . . . . . . . . . . . ............. ' .. , ......... . 70 6:0 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 80 90 100 110 . . , .. , .. , .... , , . , ... . . JU~ -3 2Ul2 ...•••.... r<:..." ~ .. ' 'It., •.• '.' ...... . Ii )",(C.'"(;·;:-_ NOTE ' III' ." .... I • u .. ..t::.-:o\.,-:/!,-."fi',rf·--'I," IF "L" DOES NOt ''MEA'SIJRt2 1" ADJUST SCALES ACCORDINGLY. ""-<D 0L-______________________________________________________________________________________________________ --------------------------------------------------------------------------------------~ W ~ z ..... Q O:::(J) o !21- <0::: -,0 ~a.. uO::: z« ~ I zCD 12« zI wW 0:::0::: I ZCD 12 ~~ 0:::;: u... -oX ~~ u I ~ o z (J) Z o f3 W (J) (J) (J) o a::: () ~ 3: -X ~ .....I <5 -~ z o iii 5 iJJ a:: o z SCALE AS NOTED DES'WB DR. WB CH'RH F.B. DATE SHEET NO. C2.3 ()F SHEETS JUNE 28. 2012 m5~ 23-2010-007 N ~ o N ~ . z "'::;;: TRENCHING WHEN ASPHALT ING IS NOT REQUIRED RESTORE SURFACE TO EXISTING CONDITIONS OR AS SHOWN OTHERWISE ON PLANS ----~ BACKFILL COMPACTED TO 95% FOR PIPE CONSTRUCTION. ALL OTHER UTILITIES, USE CONTROL DENSITY FILL NOTE: MINIMUM TRENCH WIDTH SHALL BE THE PIPE O.D. + 12" (6" EA SIDE OF PIPE). MAXIMUM TRENCH WIDTH FOR 15"¢ AND SMALLER SHALL BE 40" MAX TRENCH WIDTH FOR 18"¢ AND LARGER SHALL BE 1)2" x I.D. + 18" SEE NOTE IS REQUIRED , MIN ASPHALT OVERLAY WHERE APPLICABLI: PER DESIGN COMPACTED DEPTH ASPHALT PAVEMENT (P-401) PATCH TO BE 1" THICKER THAN EXISTING FINAL JOINT TO BE SAWCUT, SEAL EXISTING ASPHALT PAVEMENT 6" MIN CRUSHED SURFACING TOP COURSE (P-209) PIPE BEDDING . z "'-:::. , z '" -:::. TYPICAL TRENCH SECTION NOT TO SCALE TRENCH WIDTH PIPE BEDDING !;'! 0 0 0 l!) w Z 0 0 N 0 l.J TOPSOIL FINISHED GRADE \ EXISTING GROUND FILTER FABRIC WRAP POROUS BACKFILL 6"¢ PERF HDPE N ~ • 6" 1'-0" • ~ I~ ---.---;----+--; 5% MAX --+--:"""''7'"7''771_-4" BITUMNOUS SURFACE ~~ ~~--;:;--;:;--;:;~ --;:;::. COURSE (P-401) -....--...----...-... ....--.....-..,--.....---.. -=--~,;;;~;;:::~,~~~;~~~~~~~~~~~~~~::_-2" CRUSHED SURFACING TOP COURSE (P-209) .),lj.....-4" CRUSHED SURFACING BASE COURSE (P-209) 1--8" SOIL CEMENT BASE COURSE (P-30 1) l' -0" SUBDRAIN DETAIL-RECONSTRUCTED RUNWAY NOT TO SCALE BUILDING ~ ___ ~7_'~M~AX~,~SCR~E=ED~W~ID~TH~ ____ 1 '-- HANGAR DOOR~ "- z ~ Cl 0:: W Cl Z :J 2'¢ CONCRETE (P-610) \ TOP ELEV- EDGE OF PAVEMENT 1.5" / CI CLEANOUT RING / AND COVER #4x18"¢ REBAR HOOP 12" DI PIPE COLLAR 6" HDPE ~ PIPE EXTENDED OR ... ~ii5~~~~~~~~~~~~~:l~ INSTALL REMOVEABLE -'-_ <> 0 '" PLUG AT THE END OF THE SYSTEM 6"¢ PERF PIPE SEE PLANS PORTLAND CEMENT CONCRETE P-61 0 -~ EXTEND CONCRETE BACKFILL AROUND CB ~ IE TYPICAL CLEANOUT DETAIL NOT TO SCALE 5'± TYP ----~=-~---~ 5' ELBOW (1 REO'D) REMOVE 6"± OF GRATING BEARING BAR & CONNECT TO ELBOW, IF REQUIRED 0- 1:[ ASPHALT PAVEMENT AS REQUIRED-___ GRATE RECESSED 1 14" BELOW TRAFFIC SURFACE r SLOT DRAIN GRATE, SEE ® ","'. -: ."~" .. ~-.:" i/, ,,', ... " .a:' . ~ FOUNDATION LEVEL 'c.o PVC AND POLYETHYLENE PIPE NOTE: SEE ALSO TECHNICAL PROVISION D-701, SECTIONS 3.2 AND 3.5 PIPE ZONE BEDDING NOT TO SCALE BEARING BAR, 3/16" THICK CONTINUOUS 3/16" FILLET WELD ~ 16 GAGE WELDED SEAM-HEL CORRUGATED PIPE 1 3/4" SOLID WEB SPACER n 3/16" THICK 1_------,- I _I STANDARD GRATE NOT TO SCALE (2) f,4 REBAR CONT Wi l' -0' LAP AT SPLICE 6" -- 3" 4" HIGH SLUMP CONCRETE (3,000 psi MIN) TRENCH WALL MIN 3" (MIN) FOUNDATION ON BASE TYP REQUIREMENTS: CD 6" MINIMUM GRATE DEPTH, WITH DOUBLE THE STANDARD WELDING TO PIPE AND ANY PLATE EXTENDERS. ® GRATE RECESSED 1 14" MINIMUM BELOW TRAFFIC SURFACE. TYPICAL SLOT DRAIN DETAIL NOT TO SCALE '! " j----- '- ,,;, IT I1I1 'it I I -t~ T I r I' I fi I ! I IT 'T'T I- ( n ' I II Ii I J 1 !1 i J I} 'I '111 < < - ~----- TYPE 1 CATCH BASIN SECTION (J MANUFACTURER RECOMMENDATION SEE SLOnED DRAIN DETAIL J j ---j I . ,. • 14, ••• :, ... .-• <~ 1 ' , " , = i \ ,I II 1\ \ \ IH& II i \ l , \ I \ I ,I . ''--f-- ' J , \ \ II I \ i \ \ \ \1 II . It It \1 \ 1 ,\U \) . = ~' '\ < -----r , '. • ,".""4 :'", : ..•.. " .. \ .'-. \ l FRAME & GRATE -1 (SEE SPECIFICATIONS) PLAN SLOTTED DRAIN CONN NOT TO SCALE S CALL 48 HOURS BEFORE YOU DIG 1 .. 800-424-6666 JUL -3 lOlZ )IL" NOTE:./:, ,j', • I IF "L" DOES' iNd~CiM.EASlJgE 1" ADJUST SCALES ACCORDINGLY. N '-.. ~L-______________________________________________________________________________________________________ .----------------------------------------------------------------------------~--------------------------------------------------~ = = c---J CD "=' :::> (/) 3:: (/) ---CD e U) ~ 1'0 co c---J r-- W ~ z I-Q O::(j) 0 &1- <0::: -lO O:Cl. 00::: Z« ~ I zeD ~« z:C wW 0::0::: I ZeD ~ ~~ 0::3: lL. -oX ~~ 0 :c ~ 0 Z ..q-= c---J = 0') c:: = 0 = -->-' co en c:: 1'0 :c: I ~ '" ..q-0 3:: r-- LO ::t::r c---J e ..q- CD --'=' > LW D... (j) ..J ~ CI W " « Z « 0::: CI z o Ul 5 w Lt > ID ~ < 0 6 z SCAlE AS NOTED OES,WS SHEET NO. DR, CM C3.1 CH'RH F.B. OF SHEETS DATE: JUNE 28, 2012 ~'E,E 23-2010-007 '" ; .c 1:: o z: ro .~ x o ~ co '" 'iii '" ? 1:: o ~ "" NOTES: 1. THIS I~i NOT A SURVEY MAP. THIS MAP IS A COMPOSrr£ OF PARTS FROM VARIOUS SOURCES. REID MIDDLETON DOES NOT WARRANT THIS MAP'S COMPLETlNESS OR ACCURACY. BOUNDARY UNES SHOWN ARE FROM W&H PACIFIC SURVEY REC. NO. 20000314900001. 2. AREA OF ENTIRE PROPERTY: 7,374,863 S.F. (169.30 AC) 3. AREA OF WORK IN SQUARE FEET: PHASE 1 -APPROX. 104,700 S.F. PHASE 2 -APPROX. 236,645 S.F. (BOTH TOTAL FINAL TAXIWAY SURFACE). 4. TONS AND CUBIC YARDS OF SOIL TO BE ADDED, ROMOVED, OR RELOCATED: PHASE 1 -APPROX. 4050 TONS OR 2250 C.Y. PHASE 2 -APPROX. 12,060 TONS OR 6700 C.Y. (ALL FIGURES INCLUDE A COMBINATION OF BORROW MATERIAL, GRAVEL, AND ASPHALT). 5. TYPE AND LOCATION OF FIUL ORIGIN, AND DESTINATION OF ANY SOIL TO BE REMOVED FROM SITE: TO BE DETERMINED AFTER SELECTION OF SUCCESSFULL BIDDER. N 00'34'10" E I I I ' , , I I 1 0.00' --:-:i'1-'-+-t-N c J-a: o a... a: -<C /1 L ; . i "1 ' f I j j ! I , , i ! I I ""11"' I, BOEIN G FliGHTlIru--t---, ~ .. ~ ....... --... ~~ .. -.... -... ---.----.-_. : , .j D r~----, I , j "f R o D Ii ~'k\ .' I ... _" __ ::"._"_" __ .L .. cl.,I.: .. "_. __ :~,L. ---•.•.• +'-:': .. -;~r'~~.'.: \ \ AIRPORT TO AIRPORT OFFICE -..... Ij-.......... -.-----~ .. -.. -------_ ... - -... _----- ·-.... h!··· .. ·-~-··---·-. -. i {) o u o a .. • ..... (!) ~ W W ::I: (fJ W W (fJ . .,.. (!) ~ W W ::I: (fJ W W (J) MEASURE I" f'l''1'L,.''-'' ',ACI:;OR DINGLY. = = C'-.j z :5 lL W I- (f) t) W ...., o ,0:: III :IOn SCALE AS NOTED SHEET NO. z o iii > w [t o z 0". GM I-:-:-c ";---=:' R-:-:-H -I G 1 . 2 1'.6. OA1'E MAY 10. 2012 FlLE NO. 23-2010-007 N N C) N ~ N " • .... (!J .... W W :I: U) W W U) • .... (!J .... W W :I: U) W W U) NOTE: THIS IS NOT A SURVEY MAP. THIS MAP IS A COMPOSITE OF PARTS FROM VARIOUS SOURCES. REID MIDDLETON DOES NOT WARRANT THIS MAP'S COMPLETENESS OR ACCURACY. BOUNDARY LINES SHOWN ARE FROM W&H PACIFIC SURVEY REC. NO. 20000314900001. T RU ! '~ [\ AIRPORT TO AIRPORT OFFICE o e . . . . . .' , . ,. ---' ,~ r i I o 0, 'I I: I i : ,I I PREL M NARY RUN '. '. . ~. . ....": ~"" '. '. '. . .... .. ~ -:-' -.-. -~--~-"-~~--'"-"---.J-- SCALE IN FEET -o 100 I i . , -- "Lit NOTE: I ' • I . .... (!J .... W W :I: U) W W U) • .... (!J .... W W :I: U) W W U) 200 IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. ~L-________________________________________________________________________________________________________ ------------------------------------------------------------------------------------------------------------______________________________________________ --A z ::s 0.. W I- (f) t5 w -, o 0::: 0.. z o til ;; W It: 6 z SGALE AS NOTED' .'. j SHEET NO. D'" GM I-C-H . _R~_I -JG 1 .3 DATe: MAY 10, 2012 FILE NO. 23-2010-007 • .... (!) I- W W J: (/) W W (/) . ~ .. , ., i" I '" "-"'~1' -. . ' . , , , " .. ,,,-,, ,,' 'I ' ! , ' .. : ,- '=;..... .. -: .. ,:~ , , , -. = I '. ! . , .. , .' ~ I : 1, ; ", . , .. L, .', • \ ,,! · . . . · . . . . . · . . . . . · . . . · . . . . . . . . . . .' . . . . . . . . . . . , , . NOTE: THIS IS NOT A SURVEY MAP. THIS MAP IS A COMPOSITE OF PARTS FROM VARIOUS SOURCES, REID MIDDLETON DOES NOT WARRANT THIS MAP'S COMPLETENESS OR ACCURACY. BOUNDARY LINES SHOWN ARE FROM W&H PACIFIC SURVEY REC. NO. 20000314900001. iiPiREL M NARY OALL 48 HOURS BEFORE YOU DIG 1-800-424-8888 . , SCALE I N FEET ~ -I __ ~~~ 100 a 100 200 = = C-...J z ::s 0.. z o iii :> w Er ci z SCAC. AS NOTED DES'WB DR. GM CH'RH F.e. DATE SHEET NO. G1.4 MAY 10. 20'12 m. NO. 23-2010-007 .. .. " - .. :::.~ . . . . . .. .. .. .. : : -. . . : ... . : ' .. LEGAL DESCRlf T10N .' .' .' .... P.-ktIFlC NOR TH W[Si· ·TlTLE (561tip.~N Y .. . .. '. .. . . . . . .. ..:"tiLTA COMMITMENX SCHEDULE A,. ORDER NO, 323290 .:. mE LAND REFf.-HitW TO iN TH~;;·:COMMITMI:NT IS SIIUA IW IN THE COUNTY OF KlNG, STATE OF WASHINGT(;N, AND DESCRIBED AS FOLLOWS; .:.' .: . PC,9TION,,!.:OF SECTION 7.~·ND IB, TOWNSHIP 23 NORTH, RANGE 5 EAST, w'M" IN KING CCJUNTY,:WASHINGTON, A-jORE PARTICULARL Y DESCRIBED AS FOLLOWS: ... .: .... BEGjN~'NG A T A PO!.(if·;: ON mt· INN~R· HARBOR LINE OF LAKE WASHlNGTON AS SHOWN UPON .:-: S~[ T#?6 OF TH/i.. ·PLA T 0.1':" L.AKE WASl-!ih"G TON SI-fOR[ LANDS SURVEY 1921, AS SA!D PLA T :: .WAS FILED WITH ·mE AUQI:TOR OF KING.:COiJ."i'l!: W;trSHINGTON, SEPTEMBER 19, 1921 Ut'WER .::: : .... _. . .. :·'·RECORDING NIJ)JE!m 1552'504 WHICH PoIl'/i BEARS NOF~ h-l . J!j" 00' WEST 92,62 FEET FROM ;;)0 0 0 0 :3 / Ij !lOO 0 0 / REFERENCES (CONTINUED) 12, PLA T or SURVEY OF PORTIONS OF BLOCKS lB-21 LA TIMERS LAKE PARK AOOfTtON, HAMMOND, COLLIER & WADt-LlVlNGSTONE ASS.oC., INC" BOOK 38 OF SURVEYS. PAGE 112, RECORDS OF KING COUNTY, WA., OCTOBER 20, 1983 . 13. RECORD OF SUF?VEY FOR GREGORY MACPHEI?SON. ASSOCIA TES LAND SURVEYING AND DEVELOPMENT, BOOK 98 OF SURVEYS, PAGE 135, RECORDS OF KING COUNTY, WA., MA Y 21. 1994, 14. RECORD OF SURVEY FOR BOEING COMMERCIAL AIRPLANE DIVISION, HORTON DENNIS & ASSOC., INC" BOOK 2,) OF SURVEYS, PAGE 82. RECORDS OF KING COUNTY, WA., APRIL 11, 1980. 15. BAKER'S ADDITION TO BRYN MAWR. ROLLINS & SHORTT, CIVIL ENG., VOLUME: 17 OF PLATS, PAGE 53, RECORDS OF KING COUNTY, WA., FEBRUARY 8. 1909. 16. STA TE OF WASHINGTON, COMMISSIONER OF PUBliC LANDS, MAPS OF LAKE WASH"~GTON . '-::'."." . THE ANGLE P.0INT IN SAID INNER HARBOR LINE DrSc,9fBEO::'862" ON SAID PLAT; THENCE SWTd 35' av" 00" EAST, ..AU)~'9. SAID INN[R HARSDR LINE, 92.62 FEET TO SAID ANGLE POINT;: "THENCE EAST. ALONG· ~i.o.lD INNE,'? HAR}10i? LINE. 403.70 iEET; THEf'f::r SOUTH l'i'J 53' 28" f/tST 924.67 FgT; THENCE .::jEJUTH 76' 06' I;!Z:', W($[ 5D.00 FEET; THENCE SOUTH.D· 53' 28" EA'ST 318,15 FEET; THENCE-S(jUTH 11' ·Of3'·.· .. SHORE LANDS, £OW. C. OOHM, STA TE FIELD ENG., FILED ,IN THE OfTICE OF WE COMMISSIONER OF PUBLIC LANDS, SEPTEMBER 19, 1921 . . : : .. : ... : : . '-. ,." .. 28" EAST 3,2.'59,00 FEET; -THENCE SOUTJ-j-:-i5' 12' 50" ·lAST 99,5':! ;r-EU; ..... THENCE SC&fH 18' 16' 2fF EAST 100,0),:FEU' THENE:E sou;rH 21' 39' 45" EAST 700.45 FEE:i; THENCE SGUTH 24' 31' ..>5" EAST 1M68 F[G; THENCE SOUTh' 28· 13' 20" EAS.f.··100,79 FEn;' THENCE SOU'fH 31' 11' 40" EAS·Y··100.27 FEET: .TlrrNCr::SOUTH 34· 18' 3?j~:f:~ST 10602 FE:!:T; THENCE SOUTH' 37" 11::·05" EAST 10(}tl5 FEET; .:: •• , . ..... . :.' ... :. : ..... ; :-::. _ ... ' . .... ' ... '" .... -... : ... .. ~ .. 17, STATE OF WASHINGTON COMMISSIONER OF PUBLIC LANDS, SECOND SUPPLEMENTAL MAPS OF RENTON SHORE LANDS, ME BOWLER, ENG, & PLS, FILED IN THE OFnCE .oF THE COMMISSIONER OF PUBLIC LANDS, MA Y 10, 1963, THENCE SOuTI-I·~Q::6J' 10" EAST-.:{OQ,J3 FEET~' THU.J.OE: SOUTH 42:·:~iJ' 30" EA:f/ :: 100,87 FEET; THEf/CE SOUTI-! 46.:' 39' 20" [P,!;T 101.&2 FEET TO fi,'·POINT ON k:VNE .' . ' .:.' .-.......... _ ..... _ .. . -. . . : . 18, STATE or WASHINGTON, BOARD or STATE LAND COMMISSIONERS, MAP OF RENTON SHORI:. LANDS, mw C. DOHM, ENG" FILED IN THE OFFICE OF THE COMMISSIONER OF PUBLIC LANDS, JUNE 12, 1914, WHiCH IS A PRODUCTION NORTN£RL Y OF mE." f.'AST :UNE OF LOr:. ::?3, BLOCK tb" ·RENTON REAL ESTA TE co. 's 1ST ADDITION TO" RENTON;. ··tHENCE SOUTH 00' 31:': 47" WEST,. ·:11 LONG SAID.·.· PRODUCED LINE AND THE EAST LlNE·OP.··LOTS 23 AND 18, BLOCK·.~ OF ~iD PLAT, 254:52 rEfT TO THE INTERSECTiON .oF THE NORTH LINE OF.'OfXIE AVENUE ·As· ;o,iow LOGA TEO /;iND ESTABL/SI-IED W,'THIN THE EAST LINE OF LOT 18, BLUGlf. 4 OF SAID ADomON; ,.::. THENCE ALONG THE NORTH LINE OF SAID DiXIE: AVENUf.i:NORTH 88' 34' 43" WE.91, 1,486,84 FEET TO THE WEST LINE OF LAKE. STREET; THENCf!:N{)RTH 00' 31' 1"" EAST, •. . . .. _. ::." '.' :." . . .. , . .. . . . . :: . ' .. ..... ... ... :: . " .... ....... . -. ..-.. ' .::... . ...... : :.: .. .. :.-. . . .: .. _ ... · . -..... :..:: .:,.-.. ..... : .... .::.: ..::::: ... ':'~::'.:. 19. STA TE OF WASHINGTON, COMMiSSIONER OF PUBLIC LANDS, SUPPLEMENTAL MAP OF RENTON SHOI?E .:.' ·:.:.i:.ANDS, MARVIN BOWLER. PLS., FILED IN THE OFFICE OF THE COMMISSIONER OF PUBLIC LANDS, ::. SEPTEMBER 29. 1958. . ... :. .-:.:' .::. .: .. -::-.. : . ~ -... ALONG SAID WEST LINE, 10,00 FEET; THENCE NORTH 88' 3 4 ' 4J"-WE·eN,. -rt1..'ONG THE .:' . . . .: .. : :.-. -.. : : : : . 20. STATE OF WASHINGTON COMMISSIONER OF PUBLIC LANDS, HIIRD SUPPLEMENTAL MAP OF LAKE WASHINGTON SHORE LANDS. M.E. BOWLER, ENG./P.I. .. S" FILED IN THE OFFICE OF THE COMMISSIONER OF PUBLIC LANDS, SEPTEMBER 14, 196.5. NOrUH UNe .oF SAW DiXIE A VENUE, 225.49 FEET TO AN ANGLE POINT IN SAID UN[; .. THENCE NORTH 71" 29' 12" WEST, ALONG SAID NORTH LINE, 152,58 FEET, MORE ... OR LESS. TC THE [ASTERL Y RIGHT OF WA Y LINE OF PRIMAF;:Y STA TE HIGHWA Y #5 AS:,:fVOW .': FIXED AND ESTABLISHED; THENCE NORTHERL Y, ALONG SAID RIGHT or-WA Y LINE, FOlL·OW:. .• THE TANGENT AND CURVING COURSES THEr?rOF TO AN INTERSeCTION WITH A LINE WHICH '15' .. ::. 5 FEET SOUTH OF AND PARALLEL TO THE LINE BETWEEN LOTS 7 AND 8, BLOCK 18 OF THE ..•. PLAT OF BRYN MAWR, KING COUNTY, WASHINGTON, PRODUCfJJ EASTERL Y, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 5 or ,DLATS, PAGE 58, IN KING COUNTY, WAS,I-[INGTON; THENCE SOUTH SB· u' 28" EAST, ALONG SAID PARALLEL LINE, 89,23 FEET TO A POINT V/liICH IS 540.00 FEET WEST, MEASURED AlONG SAID PARALLEL LINE, FROM THE WEST LINE OF BLACK RiVER 'tVA TER'tVA Y AS SHOWN UPON SHEET #5 PREPARED BY UDO I-IESSE, COURT COMMISSIONER, AND F'lLED IN KING COUNTY Si)PEf'tIOR COUf'lT CAUSE #i56J71; THENCE NORTH 05· 16' 51" EAS!, 438.90 FEET TO AN fNTU-IS[CT/ON WITH A LINE WHICH IS 2 FEU SOUTH OF AND PAI?ALLEL.:T.Q THE LINE BETWEEN LOTS 1 AND 2, BLOCK 17 OF SAID PLA r OF BRYN MAWR, PROffuCEO :e;ASTERL Y, SAID POINT OF INTERSECTr'ON BEING 520.00 FEET WEST, MEI,SVRED ALO"tG ·Sp.,iO PARALLEL LINE OF THE WEST UNE OF SAiD WA TERWAY; )}IENCE NQR'Th 40' 09' 47" ·EAST, 18B,55 FEET; TII[NC[ NO,~TI-i 60,00 FEET; THENCE NORTH 29' o.b' 40" WEST, 197.07 FE:[T-:TD A POINT ON A LINE WHICH IS 300 FEET NORTH, MEASl!.FfED AT RIGHT ANGLES, THm[1B, OF AND PARALLEL TO THE NORTH LINE OF BOWLING smUT (FORMERL Y E,MERSON AVENUE) :Pf?ODUCED EASTERLY; THENCE SOUTH 88' 27' 28" EAST, A·L"QNG SAID PARntLf.'l .• LlNE, JbB.GO rtf:! TO THE POiNT or BEGINN.fNG, .: :. . .. :.' •. : .:.: • ALSO THA T PORnON OF THE t'I.ijRTHWEST QUA.'? .. rfR OF SECTi~N 7, TOWNSH~ 23 NORTH, RANGE. 5 EAST, W,M. iN KINJ3.·COUNTY, WA SI-fJPlC TON, MQ,RE f.JARTiCULARL Y OC,'XRIBED AS FOLLOWS' . ::: ::: :: .:.: BEGINNING ON INNER Hi~~OR LINE OF L.A·i;~ WASHINGTOI'./~ T AN ANCLE..j;INT DESIGNATED "862" ON PACE 26 op' LAKE WASHINGfON SHO,9E L ANF.; 5: ACCORDING [('5 THE PLA T JI-IEm!OF·. , . .. . . RECORDED SEPTEM&j:R 19, 1921 UN.ctfR RECORDING .lili)MBER 155250:1'..: REcorw.s·· of KING • ' .. :. COUNTY, WASHfNG-j-QN; THENCE NOR.n-t 35~ 00' co'! 'WEST, ALONG SAiD INNER· HARBOR .. LINE, 92,62 FErT TO THE TRUE PCI!,/r· tJf .. ,fif:f;IN'IoiING; THENCE N.(jRTH 3f;~· 00' 00" WEST, ALONG sAio·.INNER HARBOR LINE, 49.79 FEET TO A POINT 40.orfFEET NORTHERL Y,..·.· MEASURED AT RIGHT ·A~I(:LES TO, THE NORTHERLY LINE oFjFTRAC,T-:·or LAND DfE;QIiV -TO .:.: .. DEFENSE PLANT CORPORA'J'IGIY. BY Of TO RECORDED UNOr? RECOR01I'1G NUMBER 3,:.521579, .:: RECORDS OF KING COUNTY, WArJ/-I.INCTON; THENCE P.JOf/':J1-i 88' 27:'.'28" WEST, P.Jl:RALLEL :, ~'TH SAID NORTHERL Y LiI"iE, 234,53 'rE-H,.. :W-A 'POiNT FROM WH.rCH THE INTERSECT,'ON OF::: · . · . NORTHERL Y LINE OF SAID DEEDED TRACT WITH WESTERLY LINE OF EXISTING ~NTERCEPTOR::" DITCH BEARS SOUTh' 01' 32' 32" WEST; Tr/ENCE SOUTh' 01'32'32" WEST 40,00 FEET ,:'.' :: TO SAID INTERSECTION; THENCE soum 88' 27' 2S" EAST, ALON[;' NORTHERL Y-··l.:iN£ .Qt .. :: .. . . .. , . SAID DEEDED TRACT, 264,17 FEET TO THE TRUE POINT OF BEGIN~!'YG, . :.' .. .. , . ALSO BLOCKS A AND B, THIRD SUPPLEJAENTAL A'{AP OF LAKE 'NASfflJ"fGTON SHORE LANOSr .: ..... · . .. AS SHOWN ON THE OFFICIAL MAP THf.REOF ON FILE IN mE OFFICE OF" ··ruE COMMISSIONER, ". or PUBLIC I.ANDS AT OL YMP,'A, WASHINGTON, .. :: .. : ; ...... -.. ' • .. . . ;: "' .. · . . . .' .' . . .. . . · .. · . .. .. .. . . . ... . '. .. -... . . . ........ ". . '. .. . .-" .. .. .-:: .-.. ' '. . . , . .. . . .. . . -.... •.. : '. =-: .. ...... -.. '" ... ' .... : . . '. '. : ... .. . , . : : : : ". . . .. . : : : . .-~.- . . .. .o. : : •• I ..... : : ". ' •• -" .. . -.. · . . -. . . ..... : . .. :::: .. :: ........ -..... . REFERENCES 1. PLAT OF RENTON REAL ESTATE CO's 1ST ADDITION TO RENTON, C, 1.. DIXON, PRESIDENT RENTON REAL. ESTATE CO., VOLUME 21 OF PLATS, PACE 50, RECORDS OF KING COUNTY, WA., FEB, 16, 1914. 2, BRYN MAWR, ALBRO GARDNER, C/\I:'L ENG" VOLUME 5, OF PLATS, OF KING COUNTY. WA, APR.IL 14, 1890. PAGE 58, RECORDS 3, N,H, LA TiMER'S LAi<[ WASHINGTON PLA T, N.H. LA TIMER, VOLUME 6 OF PLA TS, PAGE 70, RECORDS OF KING COUNTY, WA, OCTOBEr-l 4, 1890, 4. LATIMER'S LAKE PARK ADDITION, D. BRAITHWAITE, CI'./IL ENG" VOLUME 18 0,· PlA TS, PAGE 63, R[CORDS OF KING COUNTY, WA, DECEMBER 7, 1909. 5. SEA TTLE TO RENTON, STA TE OF WASHINGTON, DEPARTMENT OF HIGHWA YS, SHEET 7A, 7B, 4-7 OF 7, FEBRUARY 6, 1940, 6, CITY OF RENTON SHORT PLAT (LUA-96--'J90-SHPL) (#LNO-20-0197), neON, INC., HARMSEN & ASSOC" BOOK 114 OF SURVEYS, PAGE 7, RECo.'?DS OF KING COUNTY, WA" MARCH 20, 1991. 7, c'H. ADSIT'S LAf{E WASHINGTON PLA T, C.H. ADSIT. VOLUME (j OF PLA rs, PAGE 79, RECORDS OF KING COUNTY, WA, FEBRUARY 15, 1893, 8, LAK£LAND AN ADDIT!ON TO THE CITY OF SEA TTLE, GARDNER, GARDNER & FISCHE.R, INC, ENG., VOLUME 30 OF PLA rs, PAGE 31, RECORDS OF KING COUNTY, WA., APRIL 4, 1927. 9, RECORD OF SURVEY FOR STEVE HARER, BRYN MA'/VR PROPER TlES, KENNETH J. OYLER, C,E. & L.S., BOOK 98 OF SURVEYS ON PAGE 99, RECORDS OF KING COUNTY, VIA., MA Y 12, 1994, 1.0, SAULS8rr~RY BEACH TRACTS, PARKER & HILL, VOLUME 32 OF PLATS, PAGE 44, RECORDS OF KING COUNTY, WA., JANUARY 2S. 1929, /1. RECORD OF SU.RVEY FOR 80[[NG COMMERCIAL AiRPLANE DIVISiON, HORTON DENNIS & ASSOCIATES, INC., BOOK 23 OF SURVEYS, PAGE 82-A. RECOFWS or KING COUNTY, WA., APRIL 11, 1980, . . .. . . . . , . .. ' . .. .. . . .. .::. ~ 21. ASSESSORS QUARTER SECT/ON MAPS, KING COUNTY DEPARTMENT OF ASSESSMENTS NE 7-23-5 LAST REVISION 10/86; ,SE 7-.8-:5 LAST REVISION 10/86; . _, ·51V·7'::'2J..:.5 ·~AST REVIS/ON 4/17/97; NW.:· '7':"23;-:[; .LAST REVISiON 7/21/97; ... NE 18-23-5 O,$T REVISION 3/31/97; Sf: 18-·23-5, ... f..AST REVISION 4/24/97; . . .•. SW 18-23-5 IAST·RF;VlSION 7/21/97; .. .:NW 18-23iS LAST REVISION 6/17/96 . . . -. -. .. : : : : . .:.:: . .. .. :: .n ',iAAf;;: . .fJF PORTIONS·.OF SECTlON·.·7· &' 18 TOWNSHIP 23 NORTH, RANGE 5 fAST, WM . .:. • •.• h', W RUTr-lE:RFORD. ENG .• APRIL 19'43,' RE'rII·$.ED OCTOBER 1944, UNRECORDED. :: .. . : : : : '. . . ... • .:. : . ::: •. =: : : : : ! .:.. -: • • -•• :.:. :::. :. . . ..,., . -.. '. : ., ' ....... : .. : : : :::. .:.~ :-. · . . '. : : .. , . 'N:o-'tES. . . . . . , ~.' . \:.' :.:.. .. : : : .. : ... • .. :: ... :. BASIS:'6F:·~~ARIp.f~{'~' N4 '49'4d::·: ORIENTED j~. :~~~:·~~,:S~I~~;~~ :~OORDINA TE '-';;:(5T£M .:" :.~: .. : .. :: .. ::-. .-: -' ... .. . . .. · . · . '. .. '. ':::'.', '.' ••• '.J.;t..'f} '83 (1991)-:·NORTH ZON.£;·· ALONG TtJ.f!· ·CtN'rtf.?ti'N["·/fr· 'THE. 8F./IJ·:rON AIRPORT:·RIJNWA Y, .::.. .:' AS ESTABLlSJ:I£O BY TI-/E FVBLlC W~f.1KS DEPARTMENT RENTON MUNICIPAL AIRPIJRT. :.:. ::.' . . . . .. - m:w MEA;~REIyI£t'TS.'f;R THIS lilAP WERE PF;~tb' ·~';Ii~.: TRIMBLE 400QiSE GPS J?[CEIVERS .. : ... AND WILD TCI010·rQ-FAl SrATlO,'!j·:rNSTRUMEI~!S, AND MEEr·.OR EXCE[O h:·LlNEAR ~WSUh([ OF (a5,OOO AND THE LEAST SQUARES ADJUSr:MENT YIEWS-A REL,)l,·Til1r ACCURACY N-() GREATEJl THAN o,oa! .. · A T A 95% CONFIDENCE LEVEL. RI:~/I TlVE TO THE· 1::(iF/TROLLfNG MONUI1(NTS (NA.TI?lNAL GEOO[.T.fC SURVEY POINTS HAFF, PT B 1962, RNT BOIC 112, RNTA. AND WASHINGTON $,[PARTME}.I'T OF TRANSPORTATiON POINT GPI7167-28" VALLEY"). .::.... ..-,. .':. .,. :: " ~J.L EIJ.I!~A~RY MEASUREMENT EQUIPMENT ~;,~;~~~' '~A!/~£EN C00'P~RED P.:·N~· ADJUSTCO::';; A NATIONAL GfOOETIC"5URVEY·CALIBRATFO BASELINE:, WITHIN THC·l!fo.!),T YEAR. ... : SURVEYOR'S CERTIFICA TE • •• : • a. • • • •• :(.-. .. . . . '. : •. =-:: •• THIS. MAP CORRECTL Y REPRESENTS A SURVEY MADE BY VI&H PACIFIC UNDER MY DIRECTION, IN CONFORMANCE WI~j.j· "I;I~. REQUIREMENTS OF THE SURVEY RECORDING ACT, AT THE REQUEST OF THE CiTY OF RENTON IN MA Y 1998, . . . . . ".:.-. . .' .. . : '-.. .. .. : . :: .' .. . . . .... " '. -. '. I ~ ...... · ...... a'" .'"' :: · . . . o· '" ' •• '.o '" •• .. . . " .. · . · . · . . . . . · . · . -.-.... .... -I · . ,.. -.......... . . '. .. .. · . · . · . . . .. .. .. ),::5, 11422 .' . ::.r?EGISTRA m5N NUMBm . . .: . . ' .. .. .. . . ....... -ExpiRE~". " ... 8/11/01 ~ --. : .~:. -':'. .. -.. .. .. .-: : : :: ... :: '". :. AUDITOR'S RECORDING CERTiFICAT~.:: .' :.... .'. ..... ../' .. .. .. -. : .. '. FILED FOR RECORD A T THE REQUEST OF W;~· P".A~IFlC, INC.:. THIS ..ll_~,--_·: ··OA y' '0/: : ··m A: '[{ . , .... • .. • • .o • ~J.DOO AT _--=:;:L=--9.L-_ MINUTES PAST 8' ~ 0 0 . ::fb~:. AND R[CORD~o,'I!J·· VOW/'t![ . ' .. .: . ".: . . . . .... :: .' .. ... ... : ii'''J;l,· "t~· ~~Jj~y p..r.r~.{~(~t()n ')1,,,· .......... ~ ....... , ' • .- .. '.dl'f :iflO f.):\lI.';IYl .' '.' -, '.-... .. , .. . . .. L'J1o JUL -3 Niz· , . . . o~~cw PAGES -,-I .1....1 ".,3 _____ BI....L.._--!...F_ .. ~;~~;;.~ -;; 'KING C9(j~·TY, WASH!f.I~~ON, : .. . . . IR? n;d ~-·)r":;.-Il \V/ i C' fr'.\\. : : AUDITOR, KING COUNTY • • ,. •••• : •• : • ~ L C::':J ~-~'. ;1:-;,;, U '\/ I~~ ~)) ." .. INDEX IN SECTION 7 & 18, T2JN. R5E. W.M. ... - .. . . )/3 -~~.-.-. 2: 0 I- (..') <: :c If) ~ ..... ).oCt: 2: UJ 0 o ~ a... .-. a: a: ~=> lIJ CJ) ....... a: LL <:C lJ..0:c: °0 ).. a:: 0 t-0 I--O~<= CCLU ex: (..') <: ,~ 2: 2 2: UJ ct: !g: ,11.. 0->--- i·a '" u ;;.: ;;.: [Q en a 8 1-'..1 > ::.:: 0 (..l I'( lJ 11.. ::c Q ;>: I..) "C 0 Vi ;; '-'.J .. ct .. . ~H~ ,~: .. : .. :s: ·0) .. . . CO ~'z. .. ~~().:: . 1;.;. ... ';": co :':l' 0 ;;.: .. w [[) . . >-, .... W'2';' ~ 5::.·l ~ "( =:>.'Q: <:( CJ Go"!. a ,~ . . . .. .' .. .. . -. -... :.' (..') S: a \"-' 0 LJ If) :::;: Ct:: -cr; lD ~ ex] '-'.J -.I 0 c:: V) '0 ~ ;: <:( Q:: a IV) 0 ('..J ('..J I lD ex] ci 0 <: ,-.. l-I (.) t-r) lu -, 0 ct 11.. . a a ('..J II : Gj or- -.I "J.: U 'J1 , I .. :. .:: : :": . • •• I ...... ' . . . .. .. . . .:: : .. : .: .. --: .. .. .... .: .. : ..... . ,. .. . .:: .. .. '::' .. . . : ... . '. .. ..... . .' . ... .' --I • . . . ..... '.' .' .' r ~ ~ 12r 7 k5 d -a ~. I I\J ~ ~ ~ " ! LAKE WASHINGTON . /'" q'.l :.:"':. WSOH CONCRETE MONUMENT IN CASE WITH BRASS DISK AND PUNCH '" ,'1-f>s. ' :.' "RNT ct. END RillY 15" ~-$> "" f~': NG$ ',POINT: STA TlON 53+82.57 0.55' BELOW SURFACE , o-f> ~. • NAIL IN ",A.SPHAL T ~ <ijr .... "" .. : NORH-IING·'·}f!5631.89 84TH AVE. S. & S. 112TH NORTHING i86466.84 ~~~~ , " .... ' ... ... \.': [ASTING 12905446,10 ~ \ \ .' LA TlTUDE 47"3{f.QI.7037-N EASTING 1295837.86 ..y-11'&'''~ o-f> FOUND 3/96 1 /2~ REBAR & CA 1.$ 73374- NORTHING 185217.93 £ASTING 1297784.09 FOUND 10/97 <4<" \ , LONGiTUDE 122·1j'00.6751" W FOiJND 10/97 .' . ' ----...~-END RWY STATION 53+79.00 MONUMENT IN CASE _. -0-. ~.:-~.,~~.;:-...>.:..t-~ I ~I r-I ~ .. ' ~.~--.~ ~ .... -~ . . \\;, \ tl'"~,,\ : .. ,::, --------,---":.:-: --- I \(, \ {'~ 't\~f. ...•. 1 ,., "\ ", \.. • \ i, v~, \', ~:;'F' • '.' I \\ \\ \.;},\c.... ,'.' .... , '''NORTHING 7356283.3 ['AS.TlNG 1293446.40 LA tn:t.'OE 47'30'01.6681 D N LONGfruOE 122·13'OO.6698~ W SET ~199 1 1 1.. ,. '\. .' I' ,,<. ,\ l\ \'\~~~. . • AIRPORT AIRCRAFT ~ \ ,.';" ".-: .. -~:::1 "\ \ I I \', '6,. W\ ,_'i.\\ . . . . . REBAR & CAP , '"} \ ' \ l t 1 \,~" i" \ "'.,\ ....... " . NORTHING 185177.29 . '\ 'r;;:~' 'j;. ! -"~""i~t "-;1. .• ..1\, \; s:: ":~l) \ 1\, . " . Ii • ,,~,., . q.. t, ,7', , ,\,~ • EASTING 1298240.79 \ \ ~,l ,1, ".J •.. ';' I' .\' ••.• \\?2. \"<::-.,~:\ :.' STATION 49-/-4·6.B7 I \ f ;' !n-··-··_·=:J ,'.... 1 \ l "\,1 ~ \,;~.::~\, . 24285' LEFT " 1 .' ~"-"--. \. " '-,,1 \ ,:,.. i . ;'. LA nTUDE 47'29'57.1808~ N ), \ ; 1 ~.,."!,::~.~'{ \; \ I 1\ i.... .,.,'..., .. :.'. LONGITUDE 122'13'03.5456~ W I:J .,)! l':-: __ .:-J i I \ \! -I" \ •••.•..•. .. .... ,. , ." ~ (' .. ! . t'" I jl r<"I'. '. ..... ..' r-;; \ ---'; ~ ~~t.(;~1i':~\~''''I'· "'1~ ::. r .. .' .... ~ '1 ". (' \ ~ ..... .. ~~ it -1. ~ ~ •• -, ,.~-..:'.:', .... ,·l '» .... 01: MONUMENT IN CASE 1 "'~ "illi't_.' , .. ,.,,~. \ .:.' \ ' )" .•.•• I', -< ". S \ ~ CI r-~"r""""l . i~ ~...,...."-.. %~ • ~ V .... It ~ \, ~ . '.' ,'. .. . " II .' . ~'. .:-,G ••••• k: . • /'\' . i:::: • •.•• ~"v ! .' G '/ .. '?' 2/ ;1~'''' '0/ RlC!)' .. ~ ~ . . l~V k .. &,1:-'~. '. . . • • '. 9~ .... <J?/:~0 ........ . Ct: .' /, c,v '.' . 1.;.J / <:j'v • ," • :.' .. v....," ... . ',' . , ..... . -.': " . ~ .... ,' ..... . :. --~ ... . -7· -. '.' 1 '. I. .. -I '.. , .. .' . .. .... , . , . . SC "L[ ". 50" . ,'., . . ,~ '''. l) .,' ..... '. ..' O 54 ' 8rLOW RIM \ t \ •• , ........ "'. \" \ \ \. " \ • i.. ...- NORTHING 184496.64 L._H·; l! C 1 " 11 j .••. l ~ -~~\I'-' ... \ \' -~- EASTING 1298190.76 \ ~ ljr \ ,,-':;'''''It ,"l I \ \\ ° : \:\\~"'"'-\ \ NOTE: ANNU~t.CHANCE 00'04'19" . ',' ....... . STATION 42+72.84 1 '> \\ j I ·4; '( t··,',\o. \\ B 'I" \\0· \, \ 350 00' LEFT ; \ \\ \ , "'1 \ \ \'. m: '.\\ ~ \.: 1" \.~ \ 1 ..--'" LATITUDE 47"29'50.4554" N l\ \ ,\c'i"""-'~ ,.It ' \ ~J. ...... ::\\ ';!J \., 11\\ 'f' II '"-~------NGS POINT '.' .'. .' . '." . •••••••••• I' LONGITUDE .' ~ ; \'~'J "",'. I , '1"')\. ,,' ., _.' t\;" "RNTA- ~ -, '\ \ u ~ ~ '. Ii. t' '('T\.' 2 1.1 ~ ~ 't ~ , I J' A .. 1221304.0959 W l 1 V." 1 b J ,." I' \;>;) \ '\1. <.\ \~" '-1 ~ 1/2~ PIPE ~ PUNCw IN C SE .. \ " \\.11 .. \ dl ',.'. ~ c: '\ \\?:I. '\ ,l· \ \ ,~,., 1,\"".\ MARKED "G OD£TlC CON.TROL MARK" .. ,'. ,';. 12(1)7 CONCRET£,.MONUM£NTIN CASE \ \'. ~.··l··.· ...... \.\ ···· .. 11 L~ll'\ \\ ":'" '. ~\\U ilU 0.6'BELOWRIM ....... • •...... : .•... ,. WITH 3/8 BRASS PLUG ".1 '. \ \ .." 11" t.,. \;0 \ \,. I', " N\, ~,.-'\ NORTHING 183761.17'. ..... ' ... 0.55' BELOW SURFACE .. :.\ \ \, \ \l····· .. "">l···· . .';:;f'" .... \,'}...~l\ f'\ \0 '7;~W \ _ EASnNG 1298933.63 ...... ';";., 84TH AVE. S. & 120TH Sf. . \ I \\ i i: .. ~. \ ~t·.· ... .,:<\·· .... \ \ \ \ D\)\\~ \ \" STATION 34+77.46 ...... ;. NORTHING 183839.67 \ \ ill 1 H 1\ ". \ , ~', \ \.. \ \ '> -~,\\\ \ L 328.3.3' RIGHT',' . "';'" :.' fAsnNG 1295745,98 \ \ \,1. .. 1,""" \i '.\ \-<\ \ t\ \ \. \ W\\ t, LATITUDE 4T?~J4.3.3298~ N .'. '.~.,'. FOUND 3/96 \ I; ·{t .. f .. ·· ... Ii \,', \ 1 q \ V \,~\\~. LONGITUDE 1'22"12·5~,0869" W "'., '0" . .... "J •• , . . , " . '. 1.1l' .... .... ". .. '. '. ... " ' ... , '. '. .' .' " .' '.' ....... .... '.' . '. .. ' ..... , '. /' '" .. . .' . .' '. ." '.' ...... - .' .' . ... . ... .' .' . '. '., .' '.' :: \ \'.' \\ \ · ... jl \ < 1 \ \ \ 1 '. \'\ Ii\\ .<''--\ FOUND 10/-97 . N {E AIRPORT REFERENCE POINT' \ t t,! t ~i i \ '\ Il \ \ i "" ( f \\. \ . :; THE 8'I1SIS OF BEARINGS IS NAD83/91 ALONG CENTER UNE RUNWAY AT MIDPdiNT ,~r! k. \ I '.), \l " \i \\, .--J '.'. '.':" '. THE C[NTERLlNf OF THE RUNWAY. NORTHING 182948.375 '. \ \ j:!: \I''', \ \ I ~ Ii \ \ \ "\ \ i\\ ;i .. _41 " NGS 'iiRP ",'., ::;.... ',"':,. .;,' .• ,', ALL COpRDINA TES SHOWN NAD83/91. Vl Cl ~I vi' Ol . ~ "-' Q1 ~ 9:l 81 • I EASTING 1298672.795 \,'.\ \D.\ q., 1 \ ~\!2 \ )!l II \:', \\ I! -" NORTHING· 18294046 .' :.' '",'. ";.'," - STA TlON 26+89;50,. .......\' '\ \\ t P:., \.4 til )--_._' ~; II .. \\. li t EASTING fiS?823.'68 ,.... .' .. ,.,'.... :' LATITUDE 47'293~.2630 tj " . .'.'\ \, \',,\; : .. ~t· .. 1.--1 ::~~ r-----'j U u;~ ,.\ \\,' Ii. :.1?!ATION 26+68.91 '::'. '~'., :; LONGITUDE 1221256.6721 W .... \ t, '" t, :: 'r,~ '~, .~; .' \ II) 1@"\\\\1!! .,' 1"~!1.69' RIGHT',':. :; ;:;,. . \ \ \\ \ .. II !.' 1"1\ ~ """\ l! . LATiI""'DE 47'29'3'';''''11r N .~' ''":, .. \ I'd.. , • I ,. ". '\ \ i' ''-< v.... . . . .... '.. ",,\\,\\,\'" II 'I' 'j ::£\ '1\ LONGiTIJDEI22·,2'54:~732wW ','., '.' \, 1. ' ,'·--,,-"1 . . I Z \' . '; ...' MA TCH LINE SHEET .3 ,) \ \ \K ell \ '.' l C) 1) \ \\ """ ..... .:'. ""'. <",," 1 , ", ' .• ' 1, '~i ( .. , • q NCS;· f,OfNT .. :; MA TCH LINE SHEET 4 .' .... \.\\ \ \~':l't{i\'" " \ , L,/,/ \1 \\ \\ \' "RNTA-'SCAG rrY ...... '."""," ". .' ~ \ '; \':"'~; '~l ,-...AI \ i~;' \\ \\\ \\ '\ 3'" BRA$!£·. DISK W/ PHOrO PANE't:: ,'.,"';, '. NGS POINT .-'; " '" U \ \ ' ; r ' , .. r-~,\. l ~. '. \ 0.05' ABOVE .GROUND ". ',',. '.' : "RNT STA'JN 79"·::..... ,,\,'.\ \\ '-'~ i : \1 ") \~. \\\\\ i NORTHING 182.'931.28 ........ .,'::. .: SURFAC~ DiSK ntN-7tr'Jfl73" n \ \ ~\.\ i I \ ~ '~ ~ \t\ ,.j \\; \ \ \ .. F;AS.T!~G 1298959:;52 ....... 'X ': NORJlitNG.r.824~;3.48 ...... \....). \ \ Tn: j ", \~~ \q ( /~\ \ 0 •• : •• ·5TATl°tl··2~+45,80·.... ..... "';:, :. EASflNG 7'298320.50 .... j '\ \ '1 "! \ \ \ ~ \ l~~'~~'\i "-'1 .,'.' 314.16 RfOI7'r. .... :. "';:. :: •• ;:!I-I..J; 1 f r'i. I. ~ ~ _1 l:t,.: 1: t \; I' "'~nf!"V-4,-........ r";i< ... -~51"'o,#~ j •• STATION 22+45:!;";: ~-;-' .. t1 !1 ~ ,,\ ~ ~ ~ ~ 1 ~ /1. it -I ~~" \ ~ .' LA1~.,-,'!..-r=-,.j .:::}~ ... ~=~, '~"'t'. ',.N .. ~I ~'.. I~.l· 3?,i.02· LEFT '-. . ..... ; !.\" \ i I \t...1 \ \ \ \ \ \ \ ~ ::: LONGITUDE 122')2':?,2.0565:' .. !¥:,' :: ':...... . LA/lTUOE 4r29'30"'f44" N ~, .! 'j'" I \ , :::;;, l \ 'I' I \. '\ \.. FOUND 10/97.. ..... .. ';.' I I ~v. ~ ~ t. 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'f' ./1 MONUMtNT.·tN CASE NORTHING 181190.66.' ..... R[8M & CAP,.. I'. i '. \\ d • \ . \./ I :." '''"' r. ""J " \' 1 ·· .. '·iORTHING i8?J1.89.99 EASTiNG 1295717.5':? . ..... NORTHiNG 180757.80 t,): r \~~,::"==:.:;;:;.'"-\ l---f'!: .~ ~.:: ....... ,~:;----;;:;. '=! i') i ','~.~ 'EASnNG 12999i1.3.56 FOUND 3/96:. . ..... EAST/N~ 129.1~?9.9:.o5 .,L (' ,,"" -::-'.-~~ ~=-::·,:;,·;, .. ;.::::;,c::z':"·~')U'-'" ./ ! I ~ 1 ! f·:I··~ .. ': l STA710N -01+'/"0.27 · .' .. '. STA naN 5+ 17,'015 /.,? -t j' \" . ~~,k-d._LX I I, t .. ", j' 'J! ;. 1083 b·B.' RIGHT •• ' ."" I /' ,--., .... -,~...",~60.;""".. ~ f ~ _0 ' • . '?LA'~!7-;ul0ELE4F7T';"n'13 6356" N -"~ \~;':::::::~1'~ '-"1:--'-'-'-"V"'!' ,._ :-.';!',~,,,,"~_~", ~_~ =' .' -:","-,,~J;~ /I' LA TlTUDt"'""r29'08,2776 " N .' '. '. '. · ....... . · " .. . ", .. :.";'3 r1M,·· .. 2.1()O.·. wss~\S%~sw¥SS?W . ' .' , .. ' .' .'. .' ......... '. ' .. ", ... Ill, LI:1. ' il~,j llJ tIC{ j,·.j.·,.d-~j·' =-':l--'7T~-~o';L LONGITUDE·i':22·12·36.7239~ W LONGITUDE /22.'12'57,0271-W ,.~" ---, .. "W ,,-":'....;~, ;:;;:",,-,,,,-,;Lj "-...~,.;J .--.,~j D,J rC, MONUMENT IN ',CASE NORTHING 18.(,24-1.27 ·.E;P..STlNG '-<~8550.18 SiArION '.Q.f 02. 32 350. 05' . LEFT ". LA TlTUDE 47'29'08.5281-N ···LONGITUDE 122"12'57.7490" W '. .. . ' .' I.w • .' -'to RWY STAfl.QN 0+1[/0 ¥ONUMENT IN CASE .~ I DISPLACIOD THRESHOLD 33'-' REBAR & CAP .' :NORTHING 180215.74 ft STA TION 3+40.00 . . NORTHING lB026a.42" ::EASTING 1299268.76 ~ I OFFSET 0+00 ··.·.£ASTING 129889g,!9.. ::STATION -0+83.60 . [AT/TUDE 47L9'08~a5i80D N .' 363.83' f~IGHT . , .... '.' ::','., LONelWDf 122'12'52:6755~ W',' LATITUDE 4r29'08.4036-N SET 9/.~~ :. LONGITUDE 122'12'47.2818" W .. ' '.' I'. . . .. . . .' 'NGS POiNT:..... .' . -Rf'o/.T CL END' R'W*" 3j~ NAI( YN ASPHAL T STA TlON .. Q+00.2J . "'. 0.05 LI:FT· •. . 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V,l0 TH NO T i<NOIAN. .5. ELECTRIC TRANSMISSION ORDINANCE IN FA VOR OF CI TY OF SEA TT!..E ORDINANCE NUMBER: 59599. JUNE 9, 1930. 200' WlO£ STRIP AS SHOWN. 6. ,VA TER [A SEMEN T RESERVED BY J. E. HA YES AND MUSETTE HA YES RECORQING NUMBER: 265978 1, ,llARCH 4, 1931. POFxTlON OF PROPERTY NOT SPECInm. AS SHOV'r'N. 7. ELECTRIC TRANSMISSION EASEMENT GRAN1ELCJTY OF SEATTLE:, A MUNiCiPAL CORP. RECORDING NUMBER: 2664(f51, APRIL 4, 1931 AS SHOl'iN. APPROX. LOCA TlON BLACK RIVER. 8. ELECTRIC TF;ANSMISSION EASEMENT GRANTELCfTY OF SeATTLE. A MUNICIPAL CORP. RECORDING NUMBER: 2670419, MAY 7, 1931 AS SHOVIN. 9. ELECTRIC TRANSMISSION EASDAENT GRANTEE THE CITY OF SEA TTI_E, A MUNiCIPAL CORP. RECO/~DING NUMBER: 2945728, MA Y 72. 1937. AS SHOWN. 10. SLOPE EASEMENT GRANTEE. STATE OF WASHINGTON RECO.'~DING NUMBER: 31U047B, MAY 9, 1940. AS SHOWN 11. DRAIN PIPE EASEMENT GRANTEE: STA TE OF WASHiNGTON RECORDING NUMBER: 3100479, MAY 9, AS SHOWN. 12. SLOPE: EASEMENT GRAN TEE: ~TA TE OF WASHINGTON RECORDING NUMBER: 31 00480, MA y 9, AS SHOW,'Y. 13. SLOPE I: A S[MEN T 1940 1940. G.'<:ANTE[: STATE OF WASHINGTON RECORDING NUMBER:3104477, JUNE 3, 1940. AS SHONN. 14. SLOPE EASEMENT GRANTEE: STA TE OF WASHINGTON RECORDING NUMBER: 3250231, JULY 7, 1942. AS SHOWN. '. 15. SLOPE EASEMENT " .' II ... GRAN it:.f: STA IE OF WASHINGTON RECO.9DING NUMBER: 3250232, JUL Y 7, 1942 .. ': AS SHOWN. 16. SLOPE EASEME:N T GRANTEE: STA TE OF WASHiNGTON RECORDING NUMBER: 3250234, JUNE 7, 1 :?:i;2. AS SHOWN. . 17. SLOPE EASEMEN T GRANT£E: STA TE OF' WASH!NGTON RECORDING NUMBER: 3250235. JUL Y 1.,' .. 1942. AS SHOWN. ' .. 18. SLOPE EASEMENT '. , ", GRANTEE: STA TE OF' WASHINGTON RECORDING NUMBER: 3250236. JUL. Y 7, AS SHOWN. 1942. .' . 19. SLOPE EASEMENT GRAN fEE: STA TE OF WASHiNGTON RECORDING NUMBER: 3250237:. ·.jUL Y 7, , .' 1942:···.· .' AS SHOWN: ..•. ,'. I . . 20. SLOPE EASEMENT GRANTEE: STA TE OF WASHINGTON RECORDING NUMBER: 3250236, JUL Y 7. 1942_ AS SHOWN. 21. SLOPE £ASEMENT .' GRANTEE: STA TE OF WAShiNGTON .'. .' RECo.RDING NUMBER: 32Sfj693, AUGUSr' 6: .. 1.942. '. AS ShOWN. .. '.' 22. SLOPE EASEMENT GRANTEE: STATE OF WA·5HINGTON ". RECORDING NUIWB.6F?:· 3256694., '. -(lUCUsr. .6, AS SHOWN. ".' • '. " .. 1942. .... 23. SLOPE EASEMENT GRANTEE: STA·tE OF WASHiNGTON RECORDING tifUMBER: 31.~:;':'{2-?, MAY 29, AS ShOWN. :. :., ... ,,' .. 19,:i C. '. 24. DRAIN FIPE EIISEMENT .' GRANTEE: STA TE OF Wt.SHING!ON iC{ECORDING NUMBER: 3t'6666G: MA'I '';7, NOT ON ,oROf;:[RTY. N.or s~6w~,:,' 1941. 25. El.ECTR1C rnANSMISSIDN EA'S£M£:fI!T GRAI'{JfL PuGH ''SVUND .POWER &t' 'uGHT .' RECORDING' NUloAS!:R: 29 ;r0090, OCTOBER 31,' '] 937 EXt:CT LOCA'OON AS S'~'AKm, TOTAL PAF;CfL S!-{OWN. .. '" . . 20. D.R£OGfNG i~/GHT .•....... GR'AN.TEE: COMMERCi'A.L. W/l imw'fr y. QI:;;iRICT NO. 2 RECOR[;)<I;IG NUMBER: 31'!'H 760, oCTOBER 3, 19+1. R!GHT 10 ·.DREDGE PF<OP~RTY IMMEDIA WIY SOUTliWEsr'l)f AREA SHOWN .. . . ...... 27. TELEPh'ONE' 'EA8EMENT . bRANTEE: Ti-lE fJACtf:'!C; T[LEPHONE: A:"'O TELEGF;APH R{OORDING NUMOCR: 3337990, S[P:rtMBER 28, 1943. AS ShOWN. .'. ,'. " I. '.' 28. WA T~~·l1i>'l,.Y EASEiENT .: ......... : .. • ' .. GRAN TEE: COMMr.f?CI.:M. WA TERWA 'y DISTRiCT NO. 2 'RE.COROlfJfGNUI.1BER: 3706115:. JUL Y j 8, 1947. 29. SEWER EASEMENT GRANTEE.·BRYN MAWR LAKER/oC£ SEWER DISTRICT RECORDING NUMB/:.R: 7902200757, FEBRUARY 20. 1979. AS SHOWN 30. SEWER EASEMENT .. : . GRANTEE: BRYN-MMVR-LAKERIOGE. SLWE.R' O(S'JRICT RFCORDING ,'YUMBER: 7905160957, MAY /6, 1979.'·.· .. 57, MA TTERS VlI-/iCH MA Y BE DISCLOSED BY OUR REVIEW OF COURT COMMiSSIONER'S PLA T NO. 156371, SAID PLA r IS UNAVAilABLE. 58. MA TTERS VVHICH MA Y BE DISClOSED BY A REVifW OF ANY CITY OR COUNTY ORDINANCE WHICH ARE NOT RECO''?OED .... !N THE OFFICE OF )HE COUNTY AUDITOR. 59. PFWPERTY TAX#411710-001O-08 IS f:XEMPT, . ',' , , AS SHOWN. .,' .. .... BUT ',vOULO BECOME TAXABLE IF TRANSFEFmtD TO A TAXABLE ENT/Tr.·.· .. 31. BRIDGE & TOW fJA TH PERMIT GRANTEE: THE aOEING COMPANY" .. RECORDING NUMBER 9209i 7155,l, .\;;/29/69 & 9/17/92. AS SHOWN. .' .. II 32. LEAse Ai'?EA AGREn.4EN T" .' , ..... .' . ' 60. PHOPERTY TAX#072305-9007-05 IS EXEMPT. '. .' RUT WOULD BECOME TAXABLE IF TRANSFE.'?RED TO A TA>;I!I!i~~ ENTITY. •..• 61. LEASE: . "JESSFF: ROFING AIRPI_ANE COMPANY .' .. ' BETWEEN BRUCE J. LEVEN AlVD f30ClNG EM!;'! OYEr fl'Y,iNG ASSOC. :2gg~g;~g ~~~~~~~; ~~~~k~151,S~}~~BfR1J~2.1955 .•.. RECORDING NUMBEP: 88062005;·7, JUNE 26, 1988. '., LEGAL DESC!'?ITPTJON DOES NOT \ CLOSE. AS',SHOWN. . •.. 33. mAIL EAS~MENT & AG.REEMt;NT BETWEEN THE BO!JNG COMPANY 7IND THf CITr.. OF RENTON. KECORDING NUMBER: 9209171541: .. AUGUST 14. ·j992. RECORDING NUMBER: 9606110277, • DECEMBER, 16:'·4994. RECORDING NUMBER 9609040765, AvGUSf 30, 199i:;':· .•. TRAIL SHOWN WIl[RE IT IS ADJACENT'·W P.ROPERfY dNl..·y. .. ',',"" .. . 34. WA fER LINE EASEMSNf,'.·. '., . . . .' GRANTEE THe [JOEING. OO~IPANY' •• '. . • ... RECORDING tVUMBER::,]J08040408, AUGUST 4, . ';'.993. RECORDING NUMBE.I'{ 9305J 71621, FEBRO~:RY 16 ';"1993. AS SHOWN.' ".. • ..... . . ,- .' " 35. SEWER LINE ·EASEMENT. '{.lNEJE,R LAKE WASf11NGTON ...•. RECORDiNG NUM§fR: 545rJ402,' 'JtJL Y 10. 1962.··. APPROXIMA TE L?CA TlON SHOI'IN. Mtil'?,oCCUMENt., NOT LEGIBLE. 36. AGHEEM[NT:'-REfFAS[ .. OF DAMAGri?,-REGARQING LOWERING 0." uilSE WASI-!ING.TON 7 rE.f. II : BETWEEN G[F?TRUQE UM4R. BiA BRA WLE;Y, U.S.A' RECORDING NUMHI''/ft: 445369, • Bf;(;EMBER' 14, 190$. NOT SHOWN," ........... :: " •• 1' ~ . 37. AGREEMENT-REi.e'..lSE OF OAMAG[S-REGArfOING LOWERING. QP. ·L.AI\E; WASHIlYGTON 7 FEET. .:. BETW[EN~eRYN'MAWR LANiJ' .. COMPANY AND U_S.A. RECOpOING NUMBeR: 4'4~370,' '6tCEMBER 14 •• 1906. NO T.'Sh'OWN. • ....... . ....... '.',', . ' .. 3&''' AGREEMENT-RELEASE OC DAMAGES-REGARDING UJWERING QF-:.tAKE WASHINGT~N 7 FEET. eETWEEN:..HMMy· MrvSES AND U.S.A. i'leCORDINq' NUMBER-:.1.48800, OE'C,£MIJCR 26, 1906. A'lOT SHOWf'/. '. JfJ. ANNE>('DF TERRiTORY. cT-ry OF RDI/TON ORfJ.lNANG£ NO.: 2988.· . RECQRDING NUMBER: 7701104C615, ~UGUST 4, AS SHaWN. :: ':." .: o. II • .. . 1977. /Hf THE THE TfT!..E'€DMPANY COULD NOT PHOVIDE MAP DOCUI.1ENT. NOT. SHOWN. • I -' 52. LEASE .... .... LESSEE: NQ~'T!-jWEST AVIONICS COMPANY, A IlVASHINGWN . .c.oRPORA·T;0N • .... RECORDING::NUMBER: 7503240451, MARCH 24. 197$········ ...•.. :: RECORDINf'.· NUMBER: 7609270542, ~·!:PTF/.!8ER 4·7, 1S76 •.•..• .,' RECORDING NUMBE:R: 6209976, ,JULY 27, 1967,'·' .... :.. RECOKDiNG NUMBER: 6217822, AUGUST 11, 11957 '. . AS SHOlt'N. . .. 63. U?ASE :.' ' '. ':: .......... .. LIeS:''!:.!:.: B/:RNELL GUTHMILLER AND THOMAS JUDGE 98A AIRPoo.T SF;'~CtAL TIES. A PARTNERSHIP ~.: .', .f{etoRDING NUMBER: 7810060078, OCTOBEF? 6. 1978:, . •... 'RECORDING NUMBER 7810060079, OCTOBER··12. 1976:', . AS SHO'vi'N. _ ...... ........ 64. LEASE LESSEE: RENTON WA IERFRONT RI:STAURANT CORPORA nON RECORDING NUMB£R: 7806060863, J.I!INE 6, 19/8. ' .... '.', ........ :., AS SHOWN. • .'. "':. .' 65. LEASE ...... LESSEE: PLANe SPACE INVESWf)as. INC. • '. RECO::~DING NUMBER: 9412091442, DECEMBER 9:"1994 RECOr~DING NUMBER: 9412091441:' DECEMBER 9. '(994 .'. RECORDING NUMBER: 9412091440,' 'OCCEMBER 9. 19'9>4.. .. ......... . RECORDING NUMBER: 9709190500, SE'P..~EMBER 19, 199·j, .. :: ... , ..... RECORDING NUMA[R: 9412091439, SEPtEM/3'ER 6, 1994 "':. RECORDING NUMBER: 8408010949, JUL Y 26~ .. .1984 ,.=. RECORDING NUMBER: 840SD10947, JULY 16, ''1-$134 • '.' .... RECORDING NUMBER: 9709i.§.Q501. SEPTEMBER' f§., 1997 RECORDING NUMBER: 84.12260ZJ8, DECEMBFR 26, "'(884 RECORD!NG NUMBER: 9411301448; .. NOVEMBER 30. 1984. '.' A5 SHOWN. '. I' II •••• 66. lEASE ". .•.• .. . ,.. • ... :..... ::". ':. LESSFE: JOSE:PH C. LANE,·.JR. '.' .. • ......... '. ": .•. : .. ' " RECORDING NUMBER: 87050t31.~37, MA Y 6. 19lP7: "".'. '. RECO.90ING NUMBER: 8705061.3:36, DECEMBER 50, 1986:··· RECORDING NUMBbl1:: 8705061334;· . .QECEMBER 15, 1986 '.::. RECORDING NUM&£R:·'8.7;05067336. ~~,Y 6, 1987 '. 'i: . '.~ ., ...... i' .. AS SHOWN • ..... . •..... . .' 57. LEASE :,': ..•. • ••. :. . ....•.. . .40. RESTRiCTIONS .... NO BOA T H{3,USES . • . CR,fl.NTE[. MENTAl-SCiENCE COLLEGE .... ..... ,. ", :",", O'l', '.' , , .' .' REC:€!£<OING NUM£?,t:R: 681340 •. ',MA Y 5, 1910. AS S/'Io.WN. ...•. .' .. . .. 41. DEED 'OF. RELEASE-IN EMERGENCY U.S.A. CAN rAKE POSSI-SSION '({Ii AIRPOR T. ...f?ECOF?DING NUMEfR: 3727523. SEPTEMI?[R 25, 1947. '. ·"RE"C.OROING NUMBt'R-,.4108337, FE9RUARY 13. 195J. _'. RECOkDING NUMBER: 7J.Q4200596. APRIL 20, 1973. .' RECORoil'<.G NUMBER: 72~5160514, MA Y 16. 1972. .. ENTiRE Ai!'(P.qRT PRO,Df;RTY. ... . I' -. ' .... 42. RESTRiCTfO·r1S. S:A.ME AS ABOVE #41. ···F?ECORDING NUMBt!,(:.7205160514, MAY 16, 1972. £i~l·T'I~F AIRPORT PROPEF<TY. 43. Mi;VtRAL RiGHTS FOR THE' STA TE OF 'NASHINGTON RECORDING'T'I,LJMBER: 2480Y/8. JULY 21, . ·.AS SHOWN .. ' 44: ·.MINERAL RiGHTS 1928. LESSEE: BOEIN6,.EMPLCYEES F(.YING ASS~tIA TlON, INC. RECORDING NUMBI:J'{: 8711 3000!~· .. NOVEMJf{R 30, i987 RECORDING NUMBER:· .. 8903140014, ·i.J!ARCH '7.'1 .. 198,3.':, RECORDING NUMBER: '9.206220627, JUNE 16. ·i.9S2 ' RECORDING NUMBER: 9209240408, JUNE··14. 19'92 RECORDING NJJJ.iBER: 9406rol.070, JUNE 10:.. 199~ .. :: '., RECORDI{'1C ·.NVMBi!l!?~ .. 931216i Oti9, DECEMBER··.J5, 199:)'" RECOR(jING NUloABER: ·?o>':1'961010liJ.,. JUNE 10. i994 ...... ::.... F<ECQROjhiG NUMBER: 9",Cl6291 299, ·'.JjJNE 29,. '1994.'. '.'., AS SHOWN. .". .... . .' ::' ' ..... 6a" L' "A SF .. . ". . . ...... :': :: . ":". ',',' i' ,-. -• ', •• I' '. I, I, • • I' LbSSEE: Bo,ONG 'E:MP/-OYEES FL YlNG ASSOCIA Tl8N, INC. .: RItCORDING·:NUMBER:5.11i300019, 'I;,iOVEMBER 30''::1887 :. A6 SHOWN.' . '. ' ......... :: '1 :. -,I I, I:.' 6g~ LEASE '.'. .. Ld';;EC; BRUCE J. LEVEN " .' . '. .' FOR Tf-jE STp,,'JE OF' WASHINGTON . RECORDING. ~UMBER: 2652456, JANUARY •..•• 'AS SHOW",j.:.' 14. 1931. RECt)RDIN(},' NUMBER: 880121]1355, Jtf,NUARY 29, 1988 RECORDING NUMBER: 8@0.&2'00517, cXJNE 20, 1988 :: RECOR'[jlftG NUMBER: {3,'Bi'J:3161254, :if CHANGED TO 8806200517 .: '.','.£(1: CORDING NUMBER:·.8801211705. .:!:ANUAj~Y 21. 1988 . A$ SHOWN. SEE #3j. . .' 45.' M/f;iERAL RiGHTS 70. tEASE .:: .. FOR me STA T[ OF WASHINGTON RECORDING NUMBER: 2664254, APl?iL AS SHOWN. 1, 1931. """ LESSEE:'· 'JOHN Li~:·. 'TE89ENt:;1r:' LIEN AND JUliE LIEN .. RECORDINC··I\fUMBER; 9002rJ91423, FEBRUARY 9, 1990 ~';'i; .. MINERAL RIGHTS ·RoR·. -'tHE Sf A TE OF WASHINGTON RECORDING NUMBER: 6788147. JUNE A5.5};·OWN. 72, 1967 . . ..•. RECORDiNG NUIy1BER: 9002091424, FEB!'(UARY 9. 1990 • 'RECORDiIVG NU~'BER: 9411150284, rEBRUARY 2, 1990 RtOQRDiNG NUMBE~: 8908290325, AUGUST 29. 1989 RECORDING NUMBER:' ·.'fIOOl 090363, JANUARY 2, i 990 •. .'.' .. ~.'.':. AS SI-IO'.N7:J . "". ',' ',, 41. MINERAL RIGHTS FOR THE STA TE or WASHiNGTON . 9[CORDING NUMBER: 6364405, JUNE: 18. 1968 . ,'IS SHOWN. 48. RIGHT-Or-WAY DEED FOR Tl-/E STA TE OF WASHINGTON RECORDING NUMBE!:?: 682470, MA Y, 11, 1910. OUTSIDE PROPERTY. Nor SHOWN. ",' . '. ' .. '.' . 0' •• 'iT LEASE ". '. '.' ".' LesSEE: AERO-·IJ·YNE LEASIN.G 'CORPORA nON RECORDING NUMB£F:;:. 8'O06n·054'7;:.,JUNE 11, 1990 RECORDiNG NUMBER:···~00Qi'10548, ·M.MRCH 29, 1985 RE':;ORDiNS, .. NUMBER: 900{5.110549, AUGUST 1, 1985 RECORDI,VG fJ{jMBER 900611.'(>:550, .Jl'tfIJUAF;Y 4, 1988 RE€ORf,jjNG Nij~8[R: 900611'r'651,:.:.JUNE 17. 1990 REiORCING NUIi4BER: 900611165~:' APRIL 21, 1990 A$, SOOWN ' • 49. RFSERVA nONS CON I AlNED IN THE PLA T OF. RENTON REAL ESTATE COMPANY'S FIRST ADDITION .• RECORDED: VOLUME 20 OF PLA TS. ('AGE 50 . . ...... -. ... ' n. UNR.ECOROEIJ SUBLEASE LE:SSEI:::': ElLlSO~ FLUID SYSTEMS R'j:corWWG NUM,8E:R: 8509061285, JULY 1985 ALL COAL, OIL, AND MINERAL PRODUCTS BENEATH mE STRE:ETS AND ALLEYS RE:SEf(VEO FOR f(tIV-TON .' .' AS SHliwN :. ,I, •• ' .' 73. 'UNRECORDED SUBLEASE . LESSEE: Wa(;;'OM[ CONSTRUCTION AND ERf','!E • , . ...... RECOFWING .f,lUMBER: 8509061285, JULY 1985 REAL ESTA TE CO. AND /\SIGNS. AS SHOWN,' .' 50. mil' Ht.PORT QUESTIONS THE LOCA ilON OF THE' tWRTI-IERL Y····.· SPRIGGS DBA ELECTRONIC A VIA TlON SYSTEMS. INC. BOUNDARY OF AIRPOFn WA Y AS DISCLOl£ep BY !NFORMA"7'/(JN ". ·.A~ SI-j.Q,IrIrv. SAME AS #12. IN DEED RELEASE RECORDED UNDER KING '€QUNTY R[CORDtNG '. :::, .. ' NUM[J[R 7205160514 REGARDING WlDENING OP .. $AtD ROADW,ft'.. 74, LEASE . . LESSEE: NOI'{THW[ST SEAPLANES, INC. ..... RECORDING NUMBER: 9201091113, JANUARY 9, 1992 51. TITLe .REPORT QU£ST/ONS THE EXACT LOeA TlON .. OF THE EASTERLY BOUNDARY or RAINiER AV N. (STATE HICHWAY NO.5). .' ··,'.·t;?ECORDING NUMBER: 920109;112. NOVEMBER 14. 1991 ·AS. SHOWN 52. RIGHTS OF IHE PUBLIC ANO/OR LESSEES TO THE USE·.OF ....... . PUBUC PORTION Ot T!-If AIRPORT INCLUDING RUNWA Y AND .... 75. $I:)BLEASE OTHER PUBLIC FACfLlTIES. ..... LESSEfC:··· .. £IGHT SIXTY 2UII DING, L.P . .'. RECORO/.~frJ'.·NUMBER: 9507210168, JULY 21, 1995 53. f:;:IGHTS OF THIC PUBLIC IN AND TO THE ROADWA YS LOCA TED WiTHIN THE SUBJECT PREMISES. 54. QUESnON OF' LOCA TlON OF LA TERAL BOUNDARIES OF SAID SECOND CLASS TIDE (OR SHORf) '-ANIJS . 55. RIGHT OF THE STATE OF WASHINGTON IN AND TO THAT PORTION, .'F ANY, OF THE PROPeRTY HEREIN DESCRIBED WHICH LIES BElOW THE LINE OF ORDiNARY HiGH WA TER. ····:.RECORDI.'\IG ·II/(,!.MBER: 9507210161, JULY 19, 1995 AS SHOVN :: 76' ··1:6»,5E :.-. LESSEE.: :'BRG, INC. RECOi~DING' NUMBER: 93120Jl005, DECEMBER 1, 1993 RECORDING NUMBER: 9312011006, NOVEMBER 16, 1993 AS SHOWN. .' '. '. .' '. .' ....................... .. '::' . . . ' ,'. ::: .' . , , .... ,. ". .' ',', .... '.', ,'" , ~" .. '.' ",I ".1; , . . , ". .... ..... .' .' .' ,'. ',', '.' " . ," , ........ '.' .' ..... .' . , '.' .' ..... . . ... . ... - '.' /..3~jI.l. Z4"0 EXPIRES 8/'1/01 .. . . '., .' .' .' .' ' . . .' ... '.' .' ..... AS 'Sh.OW~ "-'" 0'· '. UJ :,1 ...:-1 ....... :. • i;':"-:-',:~' :?=-9d ~ ~, 56. ANY PROI-fIB)TION OF OR LlMITA TlON OF' USE, OCCUPANCY or:;: IMPROVEMENT OF THE: LAND RESUL TlNG FrWM THE RIGHTS or THE PUBLIC OR RiPARIAN OWNERS 10 US£ ANY PORTION WHICH !S NOW OR HAS titLN FORMERL Y COVERED BY WI. TER. 77. UNRECORDED LEASEHOLDS, IF ANY; RIGHTS OF VENDORS AND HOLDERS OF' SECURITY INTERESTS ON PERSONAL PROPERTY INSTALLED UPON SAID PROPERlY AND RIGHTS OF TENANTS TO REMOVE JRAD£ r-IXTURES A T THE EXP!RA nON OF THE TERM. INDEX IN SECTION 7 & 18, T23N, R5E, W.M. .~. . ..,. .. _ .. __ . .;:-'----,...,. ~--- .:::""~ ·· .. SUg:''EYEG=E'(:····.iBWZ ... ~ Ci-lECI<ED BY. . ~ DRAV?N. EFf.·;MAfJ.-;:~· ? APPROVED ay: "'" ---; '.' r:-.'. '-"" /'g r-;' ~ V) OA TE: ";;, ~ :.'" '.~" ..: ::Z~. '-l rr..::;::. ., ',' 1"" ~''''',,,, .... 0)' DA IL '=" '~y ".' .. ;;:::; REVISION I..... ,'":.' . , ..... _-_____ _ • ': ','... • ': " ••• ', .••• • ---~;::: --I •• '; ... I I CKD IAPPR .... '.' . ,. . ,. I .• ,. . . . :'. 1 __ -, .1. . ... :.... :.--..... . ,'. '. '.'-,-'. '.' RENTON/KING SCALE: 1" = 200' CITY OF RENTON RECORD OF SURVEY RENTON AIRPORT WASHINGTON PROJECT NO. DRAWING FILE NAME: 3-1086-2/03 S086RS01. 0 we 3350 MONTE VILLA PKWY BOTHELL. WA 98021 TEL: (425)951-4800 .FAX: (425)951--4808 WWW.WHPA.CIFIC.COM .' o o o () w o o o Q -.......... ~ ~ .............. "- ~ FRAME AND GRATE 6" OR 12" ONE #3 BAR HOOP FOR 6" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION #3 BAR, TYP EA CORNER #3 BAR EA SIDE #3 BAR HOOP #3 BAR EACH WAY J'<1~ • ~Z N-::::;; PRECAST BASE SECTION TYPICAL CATCH BASI N; TYPE 1 NOT TO SCALE OFFSET 200,000# LOAD RATED HEAVY DUTY FRAME, GRATE AND COVER AT EDGE AND DIRECTLY OVER LADDER -------, SWALE PREPARED SUBGRADE ---HOLE INLET CORE-N-SEAL TYPE CONNECTION, TYP STANDARD GALV LADDER AND STEPS z ::::;; .• • "N OUTLET REMOVABLE 12" & 18" PVC TEE INSERTED INTO STORM PIPE TYPE 2, 48"~ CATCH BASIN TYPICAL CATCH BASIN. TYPE 2 NOT TO SCALE BERM ELEV PER PLAN SWALE BOTTOM, SEE PLAN FOR BOTTOM ELEVATION FILTER FABRIC ON TOP, SIDES AND BOTTOM-/ PER PLAN TYPICAL BIOSWALE SECTION NOT TO SCALE GRADE 2" COMPOST TILLED INTO 6" NATIVE SOIL 12" UNDERDRAIN \ FINISH _-'---\---wzzzL::" CAST IRON GRATE -REMOVABLE 6" PVC 10" I.D. CONC. PIPE BELL END ADDITIONAL PIPE AS REQUIRED ~------~-- n .,J.' .... :,);. n l ~:,,::<~: ) 'I I I _ 4" CONC. BOTTOM :: /' _, : l POURED IN PLACE ( \ 1"-I I\._ / I I EXTRA SECTION I I I I AS REQUIRED II ~ II TYPICAL YARD DRAIN DETAIL NOT TO SCALE 3" +-1--10 EQ SPC, TYP • TYPE 1 L ISOMETRIC FABRICATE 12 GAUGE GALV STEEL OVERFLOW WEIR ___ -WEIR SHALL MATCH CROWN '-~~ OF 8" OUTLET PIPE 8" OUTLET TO OIL/WATER SEPARATOR CATCH BASIN ~ 1/ TO OIL/WATER SEPARATOR INSTALL SEAL AL (L 6" ~ \ . ", 'I' . , " , .. ~ 0 . · " . D 12" 'N 0::: 10"c:. 100 -0 w ~ ~ N -· -, " 0 , 4 · . ,,' ., . I ' . . . - iJ ~I , 40LB FELT C"\. L AROUND-/ '., 32" PLAN TYPE 1 L CATCH BASIN NOT TO SCALE TOPSOIL, 2" COMPACTED DEPTH AND SEED (TYP BOTH SIDES) TYPICAL SWALE NOT TO SCALE CALL 48 HOURS BEFORE YOU DIG 1-800-424-6666 JUL - 3 1Uil UL It NOTE: I .,. '.',"11." , ..... IF "L" DOES NOT MtASURE~'[V) ADJUST SCALES ACCORDINGLY, = = c--J <l.> ;-"= :::l V) ~ --' <l.> ~ U1 -= .:::;: ,...-, - 00 C"'-J 0- I ~ o z .... ?':l 00 en c: = ..s= CT> = c,...-, .-I -= -18 .... 3::0- -..-~ -.. .... ~ ~~ ci:i -= Cl.. z o (j) :> w 0:: ,. • d z SCALE AS NOTED DES'WB DR. CM CH'RH F.B. DATE SHEET NO. C3.2 OF SliEElS JUNE 28, 2012 FILE NO. 23-2010-007 NOTE: ALL STEEL PARTS MUST BE GALVANIZED AND ASPHALT COATED (TREATMENT 1 OR BETTER). TRASH RACK END VIEW PLAN ELEVATION TRASH RACK DETAIL CB#13. TYPE 2 -48" STANDARD FRAME & GRATE TW B STA 37+ 15.02. 80.0' LT RIM=22.0 IE=20.00. 12" E.N -------. NOT TO SCALE 116 LF 12" HOPE @ 0.34% BERM, ELEV=23' C C 19 ¢ BAR (SMOOTH) W/ENDS WELDED TO BAR FRAME. 100 O.C .• (TYP.) 50x130 ANCHOR STRIP WELDED TO 19 ¢ BAR FRAME. FUT. W.S. EXIST. W.S. BIOFILTRATION SWALE @ 100 LF @ 0.4%. SEE 2 C3.2 TYP C ____ jU:n _ S[) .. ==4»':-SD --- EL=20.1 CB#12 TYPE lL FLOW SPLITTER TW B STA 37+15.0, 60.5' LT RIM=21.5 IE=20.1, 12" S,W IE=20.1, 12" N INSTALL TRASH RACK, SEE (D TYP \0]7 B STA 37+18.0, 50.0' LT ~ 1 -f'n--~)!.([ __ I ===4= p ____u_ p~:~---~--- EL=19.7 INSTALL TRASH RACK PARTIAL PLAN -BIOSWALE # 1 NOT TO SCALE CUT PIPE FLUSH ** FIELD VERIFY. WIDTH SHALL NOT EXTEND INTO PIPE OPENING (N,S INVERTS) 12" HDPE ------------------ BIOSWALE #1 ELEV = 20.61 BIOSWALE #2 ELEV = 20.40 --IH--3"** 12" HDPE 3/8" ¢ STAINLESS STEEL BOLTS-........./ PLACE 40# FELT MATERIAL BETWEEN WALL AND METAL FLANGE SECTION A-A WITH CONCRETE WALL FABRICATE 14 GAGE ALUMINUM WEIR BOLTED TO CONCRETE STRUCTURE ... CB#14 TYPE 2-48" TW B STA 38+30.0, 80.0' LT RIM=22.0 IE=19.60, 12" S,SE,NE 20 LF 12" HOPE @ 0.5% 30 LF 12" HOPE @ 0.33% CB#16 TYPE 2-48" TW B STA 30+42.0, 53.0' LT RIM=21.6 IE=19.7, 12" S,NW, 20 LF 6" HOPE @ 3,3% CB#15 TYPE 1 12" HDPE TW B STA 38+24.0, 60.0' LT RIM=21.6 IE=19.7, 12" SW, N @ IE=19.7, 6" NE SEE TYP C3.2 A 12" DI EVENLY SPACED BO 0 LTS~ /0 0 12" HDPE ,/ 0 0 • CATCH BASIN STRUCTURE /: ;- 0 • 0 N ~ 0 FIELD VERIFY. PROVIDE 1 " * 3" FLANGE 1.1' TYPE 1 L (TYP) • CLEARANCE FROM OUTSIDE EDGE OF PIPE PLAN VIEW SIDE VIEW FLOW SPLITTER DETAIL NOT TO SCALE CB#21 yrp( 2 -48" SEE l?JTA BARD FRAME & GRATE B STA 42+85.5, 81.0' LT _---.--------RIM=21.4 _~~~,...""",,---- IE=19.35, 12" Jr- / c-~-Cf--r. .' '"'C,,,"-- BIOFILTRATION SWALE @ 100 LF @ 0.5%, SEE 2 C3.2 TYP BERM, ELEV=22.5 110 LF 12" HOPE @ 0.41% --C C C---+ , _ '" ---..,--c-(=---,--,. DRAINAGE NOTE: 1. CATCH BASINS SHALL HAVE SOLID LOCKING LID UNLESS NOTED OTHERWISE. CB#22 TYPE 1 TW B STA 43+96.4, 81.1' LT RIM=22.0 IE=19.80, 12" E,S / /19 LF 12" HOPE @ 0.55%~_ / SD--~---SD--------~SD-----. --- 00#20 TYPE 1 ~--<,-, . <E-o(--, . -E-O(-- //TW B STA 42+85.4, 62.0' LT ./ RIM=21.0 " IE = 19.25, 12" N, W, E -;::::::===-.c::::.::::"-'--i-;+r~~EL= 1 9.4 Ct\l\S S "" C85204 INSTALL TRASH RACK " F(I~I=21f)1. 0( . -<E-o(--" 47 LF 12" DI 0.53% 1019,:)4 " '-. "-'\ 22 \ \ 22 TW B STA 42+91.0, <E--r-. , <E-o(-- • EL=19.9 ~ INSTALL TRASH RACK--* __ - 1<'-"--. . <E-o(-- PARTIAL PLAN -BIOSWALE #2 NOT TO SCALE 19 LF 12" HOPE @ 0.53% CB#23 TYPE 1L FLOW SPLITTER TW B STA 43+96.4, 61.5' LT I RIM=22.0 @ IE=19.9, 12" S,W,NE SEE 2 C3.3 19 LF 12" HOPE @ 0.53% '--CBtf24. TYPE 1 B STA 43+96.4, 42.0' LT RIM=22.2 IE=20.0, 12" NE, W CALL 48 HOURS BEFORE YOU DIG 1-800-424-6665(. i " ' :'-'!CJ.'~i :', i.:' JUt. .. 3 LOJ, " ,:q,;\lr:.';: ~ L~/I;r'I/\'i'_, NOTE: I • '~ 1'0' 'c' , IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. ;;- ~,. = = "" Q.) "=' :::> <.n 3:: <.n ~ Q> ~ U) --= ~ <'0 co c---.! r--- W ~ Z 1-S:2 Ct:(J) 0 ~r- <0::: ~O 0..Q.. 00::: z« ~ I zeD ~« zI wW Ct:a:: I zeD ~ @~ Ct:~ lL. -~~ 0 I ~ 0 Z '~9tLE AS oEs'WB DR. CM CH'RH F.S. DATE -= "" = 0> c = 0= ~ = g'r'0 .-J --= ~ ""_ ~r--- _ L.CJ ::t:: c---.! ~ -<l.> ..c: tl:i D.... en -' ~ Cl W C) <{ Z ~ Cl NOTED SHEET NO, z o UJ '> w 0:: 6 z C3.3 OF SHEETIl JUNE 28, 2012 FILE NO. 23-2010-007 0- " -a ~ .f u I I'-a a f"') /' -'= t: 0 z CD '" " 'x a / c 0> 'en '" 0 /' t: 0 CL ... « c 0 -~ c '" cr: I'-a 0 /' a ~ a N /' f"') N .-:: E a m <;1 -- N ~ a N ....... aJ N "-'" 0 " I I I / I I TW B STA 28+35 BEGIN CONTINUOUS TW EDGE MARKINGS, MATCH EXISTING, LT & RT--.. RUNWAY 34-16 TW B STA 28+35 BEGIN 6" TW CENTERLINE MARKING, MATCH EXISTING PT TW B STA 29+02.45 PT TW B STA 29+11.05, 12.5' LT CONTINUOUS TW EDGE MARKINGS TAXIWAY CENTERLINE MARKING .. . TW L STA 0+00, 19.1' RT END CONTINUOUS TW EDGE MARKINGS-_ TW L STA 0+00 BEGIN 6" TW CENTERLINE MARKING, MATCH EXISTING PT TW L STA 0+41.8, 17.7' RT R=25' PC TW B STA 34+00.23, 12.5' LT RUNWAY HOLD POSITION MARKINGS, MATCH EXISTING SEE DETAIL ON SHEET C4.2 TW L STA 0+00, 18.6' LT BEGIN CONTINUOUS TW EDGE MARKINGS PC TW L STA 1+06.64 RUNWAY 34-16 PC TW L STA 1 +05.9, 19.54' LT R=75' PT, AP TW B STA 35+41.2, 15.0' LT AP TW B STA 35+91.2, 12.5' LT I -----~~. I 'I I I 3: 13 IW CD PT TW B STA 38+ 12.8 15.0' LT w W (j) PC TW B STA 38+ 15.04 AP TW B STA 37+62.8, 12.5' LT ------, 10 110 + 00 1'0 ;5 ~.--\t--~----------------~----------------------------------------------~~~------------------------------~~(j) 1~ -TAXIWAY B - - - -- "1 . 0 r--+ (jJ r<" . .( !Ii TW B STA 34+35, 12.5' RT END CONTINUOUS TW EDGE MARKINGS BEGIN DASHED TW EDGE MARKINGS / PT TW B STA 29 11.05, 12.5' RT CONTINUOUS TW EDGE MARKINGS R=366' TW B STA 34+35, 48' RT BEGIN NON-MOVEMENT AREA MARKINGS PT TW B STA 35+28.57 -- - - - - 7LF TAXIWAY CENTERLINE MARKING AT HANGAR BAY ~ I~ r=::..::=."7~=--=::"::' ='-=::"::=j,,==...::;=--==-==--==-==..-==-===-==-==..-=::....:::=--==-==--==-==;f/7'77::b777'm'71 « ~ DASHED TAXIWAY EDGE LINE MARKINGS NON-MOVEMENT AREA BOUNDARY MARKINGS TW B STA 37+91.5, 48' RT END NON-MOVEMENT AREA MARKINGS HANGAR I I I I I RUNWAY 34-16 TW B STA 46+89.2, 23.4' LT END CONTINUOUS TW EDGE MARKING, MATCH EXISTING NOTES: ~ CD II ~ ~ ~ ~ z ~ ::::2: ~ 5: TW M STA 0+00, 20.4' LT & RT BEGIN CONTINUOUS TW EDGE MARKINGS RUNWAY HOLD POSITION MARKINGS, MATCH EXISTING SEE DETAIL ON SHEET C4.2 e=§;;;ji----TW M STA 0+03 III" BEGIN TW CENTERLINE MARKING MATCH EXISTING 1--i!1----PC TW M STA 0+27.0 R=75' PC TW M sm 0+31, 20.4 LT & RT ---- 7LIF TAXIWAY CENTERLINE MARKING AT HANGAR BAY, TYP PT TW B STA 39+67.45, 15.0' LT AP TW B STA 40+17.45, 12.5' LT ---- HANGAR / LLLL/LLLLLLLL ////ULLLL / // / /,// / L/L/..L LLij///LL/// / '": t<) 0 .... to N <Xi ...t ('oj OJ t<) 0> + + + + 0> 0> :a: 0 I") I"} .... ~ ~I ~ ~ (f) (f) (f) TAXIWAY CENTERLINE MARKING TAXIWAY EDGE MARKING -- L.LL!' / /// / /. /.// // 0:'// L/ / / / LLLLLLL " / "1 ~ 0 u:) L() 0 + + ~ ('oj .... .... ~ ~ (f) (f) TW B STA 46+45.5 BEGIN 6" TW CENTERLINE MARKING AP TW B STA 46+32.5, 21.3' LT PC TW B STA 46+32.56 PC TW B STA 45+52.51 PC TW B STA 44+94.09 PC TW B STA 44+78.9, 15.0' LT AP TW B STA 44+28.9, 12.5' LT PC TW B STA 43+20.87 PT TW B STA 44+ 10.87 ------------ /. /////.6 L/LLLL///////////ij~ / NON-MOVEMENT AREA BOUNDARY MARKING 0 N to + ~ ~ (f) TAXIWAY CENTERLINE MARKING, MATCH EXISTING TW B STA 43+41.2, 48' RT BEGIN NON-MOVEMENT AREA MARKINGS R=760' TW B STA 46+39.5 TW B STA 47+00 END 3' TW CENTERLINE MARKING, MATCH EXISTING TW B STA 46+89.2, 26.2' RT END CONTINUOUS TW EDGE MARKING, MATCH EXISTING RUNWAY HOLD POSITION MARKINGS, SEE DETAIL ON SHEET C4.2 TW B STA 46+34.5 END 6" TW CENTERLINE MARKING R=584' PC TW B STA 45+86.9, 19.6' RT PT TW B STA 45+76.1, 19.6' RT R=40' PC TW B STA 45+48.4, 32.7' RT TW B STA 45+45.5, 38.1' RT END DASHED TW EDGE MARKINGS, BEGIN CONTINUOUS TW EDGE MARKINGS TW B STA 45+40.3, 49.7' RT END NON-MOVEMENT AREA MARKINGS DASHED TAXIWAY EDGE LINE MARKING PT TW B STA 45+15.3, 43.4' RT R=134.5' PC TW B STA 44+91.1, 44.5' RT SCALE IN FEET 1. SEE SHEET C4.2 FOR PAVEMENT MARKING DETAILS. 2. APPLY GLASS BEADS AS DESCRIBED IN SPECIFICATION P-620. CALL 48 HOURS BEFORE YOU DIG 1 .. 800-424-e5t'~G <4>/:,1- "-.''' ,...~.' > ", .: . .' ' JUI. .. 310l'2 I ~~ "1-.1' NOTE: I ' if,?'f'i"l IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLy\)) o 40 80 ,l W ~ Z 1-0 O::(j) 0 0-0::1- <0::: ....JO d:1l. 00::: z« ~ I :zCD ~« :zI WW 0::0::: :z en ~~ ~~ lL.-o~ ~ ~ u I ~ 0 Z SCALE AS ~rsWB DR. CM CH. RH F.B. DATE Z :5 Il. (!) z -~ 0::: « :::lE I-z W :1E W ~ a. z o III 5 w 0:: >-m I" < o 6 z NOTED SHEET NO . C4.1 OF "'Ern JUNE 28, 2012 ~'i:;E 23-2010-007 ()) ?< -q C'l ,.: u I I'- 0 0 '" ./ L -e 0 z (J:l ~ 'x 0 ;;::- C 0> 'iii Q) 0 ./ -e 0 Q. ~ :.;j' c 0 ~ c Q) 0::: I'- 0 0 ./ 0 ~ 0 N ./ '" N -::- E 0 0 -:t: ~ - N ~ 0 N "'-oJ N "'-<0 0 ACTIVE TAXIWAY SURFACE ~i1i 3:~ DOUBLE YELLOW PAINTED Xw LINES 6" WIDE wi 6" ~w 0::: SPACING BETWEEN LINES, l.i...l.i... INSIDE LINE IS 3' LONG of- DASHED STRIPES WITH 3' wU (!)w GAPS 0-' waJ 0 -' w ~ 0::: f- l.i... 0 z 0 t5 W 0:: 0 >-~ g NON-MOVEMENT AREA BOUNDARY MARKINGS NOT TO SCALE ct- SOLID YELLOW PAINTED LINE 6" WIDE TAXIWAY CENTERLINE MARKINGS NOT TO SCALE ACTIVE TAXIWAY ACTIVE TAXIWAY SURFACE SURFACE ~ 3: ~ 3: g CONTINUOUS DOUBLE x DASHED DOUBLE YELLOW YELLOW PAINTED ~ PAINTED LINES 6" WIDE l.i... LINES 6" WIDE l.i... wi 6" SPACING BErwEEN 0 Wi 6" SPACING 0 LINES WITH 15' LONG w BETWEEN LINES w DASHED STRIPES WITH (!) (!) 0 0 25' GAPS w w -' -' w w ~ ~ 0::: f-f- l.i... l.i... 0 0 z z 0 0 § § 0::: 0:: is is ~ s: ~ :;:: g g TAXIWAY EDGE MARKINGS NOT TO SCALE DASHES (YELLOW) AND SPACES 3' IN LENGTH -.. .. .. 6"-12" _ L-____ _ QE~ERAb NOTES: 1. ALL RUNWAY DESIGNATION MARKINGS ARE WHITE. 2. ALL TAXIWAY STRIPING IS YELLOW UNLESS NOTED OTHERWISE. 3. YELLOW TAXIWAY MARKINGS SHALL NOT BE PLACED OVER WHITE RUNWAY MARKINGS. 4. ALL MARKINGS ON CONCRETE SURFACES SHALL HAVE A BLACK BACKGROUND. 4 THERMOPLASTIC LINES (YELLOW) AND 3 SPACES AT 12" EACH AIRCRAFT HOLDING SIDE .. .. DISTANCE TO RUNWAY CENTERLINE MEASURED FROM MARKING EDGE ON AIRCRAFT HOLDING SIDE RUNWAY HOLDING POSITION MARKINGS NOT TO SCALE CALL 48 HOURS BEFORE YOU DIG 1-800-4247~665 -·qf ,', JUt -3 itJll 'L~-,'l'Ln NOTE' I • ~-, F '1 • • ',\ ,"; /. --_l j:: Ii ' IF "L" DOES NOT MEASLJR6c.1)i ADJUST SCALES ACCORDINGLY.' W ~ z I-Q C:::(f) 0 a... c:::1- <0::: ....JO ~a.. 00::: z<{ ~ I zOO ~~ wW c:::o::: I zOO ~ Q?:c c:::~ lJ.. -oX ~~ (J I I- 0::: 0 Z ~ ~ 0 C> z -.::x:: a:: « :::E I- Z w ::::E W > « a.. z 0 (J) S; w It )- m ~ < Q o 2 SCALE AS NOTED DEs'WB SHEET NO. DR. CM C4.2 CH'RH F.B. ., SHEElS DATE JUNE 28, 2012 ~'6~ 23-2010-007 iJ -----------------p -----------, .. _-,----p -,-- ? E o ;f -- N -o N d;- ~ p -------p ---------p ------_.-------.---p -------------------r------r----- Q. [L r======~IN 'Ll'5 u --------f);~-------I- W I~ len w W en LEGEND: ELEVATED TAXIWAY EDGE LIGHT, SEE DETAIL 7, SHEET E4.0. EXISTING TAXIWAY EDGE LIGHT NEW TAXIWAY EDGE LIGHT LOCATION EXISTING TAXIWAY EDGE LIGHT TO BE REMOVED CONSTRUCTION NOTE NOTATION: EXISTING TAXIWAY DESIGNATION NEW TAXIWAY DESIGNATION GENERAL NOTES: 1. ELEVATED TAXIWAY EDGE LIGHTS SHALL BE LOCATED 8'-0" FROM EDGE OF TAXIWAY. CONSTRUCTION NOTES: CD ADJUST ELEVATION OF EXISTING ELECTRICAL MANHOLE. SEE SHEET C5.3 FOR ADJUSTMENT TABLE. SCALE IN FEU o 20 40 CALL 48 HOURS BEFORE YOU DIG 1-800-424~~688 (,>.fIt.--~ .f' <. _, ',(--, .IUI __ 9 _ -"1011 --"L" . I ioS"[Jj,-_ I NOTE 0" i,i,-" u_ , • ,-,"::.,I~, .,-~_-_:r~-,., IF ''L'' DOES NOT MEASL'!Rtii1)~' ADJUST SCALES ACCORDINGl:-Y<' ~L-________________________________________________________________________________________________________ -------------------------------------------------------------------------------------------------------------------------------' = = C"'-l "-' -'3 V) 3:: V) -+-' Q.) 2 -V) -= ~ ,....., co "" r-- W ~ z I-Q ct::(f) 0 2::1- <0;:: ~O 0..0.. (JO;:: z« ~ I zlD ~« zI wW ct::a:::: I zlD 0 ~>-: ~~ I.J.. -oX ~;:S () I ~ 0 Z SCALE AS DES'WB OR. CM CH'RH F.B. DATE ...,-= c---, co = = = ...s = en co ,....., <= I :E en :;;: "" :s: r-- Lr) ::::;-"" 2 ...r Cl.> -'::: >-L.i-J CL z ~ 0.. 0 Z i= I 0 :J W (!) 0 W ~ ~ ~ NOTED SHEET NO. z o (f) 5 w 0:: )-m ci z CS.1 Of SHEEn; JUNE 28, 2012 ~'i;E 23-2010-007 '" ~ o ~ ~ '--- I I I I I I I ~I 1-1 WI W ::c (/) .. _------ 0 // / / / / // ----------- .// -// // ./ , / ./ , / / o // /./ / / ./ / ./ ( h/'------~ BLUE '---oJ / ,,/ Q/ // I / / / ! Q I . I / / ! I ~ I~ CL \ :r:~ [lUJ[ , \ ./ / // ./ ./ /. / ,/ ~_--~i '0. Uf' ~ y"-' LEGEND: );( ELEVATED TAXIWAY EDGE LIGHT, SEE DETAIL 7, SHEET E4.0. )::1.. EXISTING TAXIWAY EDGE LIGHT (20 NEW TAXIWAY EDGE LIGHT LOCATION 0 EXISTING TAXIWAY EDGE LIGHT TO BE REMOVED 0 CONSTRUCTION NOTE NOTATION: EXISTING TAXIWAY DESIGNATION NEW TAXIWAY DESIGNATION GENERAL NOTES; 1. ELEVATED TAXIWAY EDGE LIGHTS SHALL BE LOCATED 8'-0" FROM EDGE OF TAXIWAY. CONSTRUCTION NOTES: (2) ADJUST ELEVATION OF EXISTING ELECTRICAL MANHOLE. SEE SHEET C5.3 FOR ADJUSTMENT TABLE. 20 40 CALL 48 HOURS BEFORE YOU DIG 1-800-424-6666 .J~I, -3 /n12 NOTE: I -I IF "L" DOESifUPT~M!OASl,JRE 1" ADJUST SCALESACGdRPI~E~Y' ~L-__________________________________________________________________________________________________ . _____ --------------------------------------------.... ----------------------------------------------------------------------~----------------------------------~ = = c--.J <l> -~ ·s -(/) = c--.J = 3= 0'> <.n <= ~ co <l> ~ =' e c 0') :E en ...c:: ~ ~ ,..-, ::8' e = <l> c--.J J::j r- W 0 « z 1-0 et:(/) a &1- <0::: ..JO ~O- 00:::: z« ~ I zm ~« zI wW et:o:::: I zm ~ ~~ et:3l: lL. -~~ 0 I ~ 0 Z = = = r-ro I ~ -r-...., "" ---'=' CL Z :5 0- 0 Z i= I 0 :J W (.!) Cl W ~ 3l: -~ z 0 Vl '> w Il: > m ~ < o d z SCALE AS NOTED o.s·WB SHEET NO. DR. CM C5.2 CH'RH F.B. Of SHEETS DATE JUNE 28, 2012 f!f-,E 23-2010-007 c .8 c " 0::: ,.... o o /' o E o o .;- ~ c TAXIWAY EDGE LIGHT DEMOLITION SCHEDULE ~ STATION OFFSET 01 TW B 28+96 17' LT 02 TW B 29+45 17' LT 03 TW B 30+22 17' LT 04 TW B 31+48 17' LT 05 TW B 32+75 17' LT 06 TW B 33+51 17' LT 07 TW B 34+01 17' LT 08 TW B 34+14 31.5' LT 09 TW B 34+12 47' IT 010 TW B 28+95 20' RT 011 TW B 29+45 21' RT 012 TW B 30+22 20' RT 013 TW B 31+48 21' RT 014 TW B 32+75 21' RT 015 TW B 33+51 20' RT 016 TW B 34+01 21' RT 017 TW B 34+13 126' LT 018 TW B 34+51 87' LT D19 TW B 34+88 50' LT 020 TW B 35+18 29' LT 021 TW B 35+57 17' LT 022 TW B 36+07 17' LT 023 TW B 36+83 17' LT 024 TW B 37+60 17' LT 025 TW B 38+09 17' LT 026 TW B 38+45 35.5' LT 027 TW B 38+59 69' LT 028 TW B 38+60 107.5' LT 029 TW B 39+21 107.5' LT 030 TW B 39+20 70' LT 031 TW B 39+34 30.5' LT 032 TW B 39+67 17' LT 033 TW B 40+17 17' LT D34 TW B 41+38 17' LT 035 TW B 43+09 17' LT 036 TW B 44+29 17' LT 037 TW B 44+79 17' LT 038 TW B 45+19 30' LT D39 TW B 45+65 30' LT 040 TW B 46+46 31' LT 041 TW B 47+26 38' LT D42 TW B 45+52 41' RT 043 TW B 45+77 29' RT 044 TW B 46+74 35' RT TAXIWAY EDGE LIGHT CONSTRUCTION SCHEDULE ® STATION OFFSET T1 TW B 28+58 22' LT T2 TW B 29+02 20.5' LT T3 TW B 29+52 20.5' LT T4 TW B 30+32 20.5' LT T5 TW B 31+12 20.5' LT T6 TW B 31+92 20.5' LT T7 TW B 32+72 20.5' LT T8 TW B 33+52 20.5' LT T9 TW B 34+02 20.5' LT no TW B 34+16 30.5' LT T11 TW B 34+14 48' LT T12 TW B 29+02 20.5' RT n3 TW B 29+52 20.5' RT n4 TW B 30+32 20.5' RT T15 TW B 31+12 20.5' RT T16 TW B 31+92 20.5' RT ,-117 TW B 32+72 20.5' RT T18 TW B 33+52 20.5' RT T19 TW B 34+02 20.5' RT T20 TW B 34+10.5 124' LT T21 TW B 34+50 95' LT T22 TW B 34+96 41.5' LT T23 TW B 35+16 28' LT . T24 TW B 35+41 23' LT T25 TW B 35+91 20.5' LT T26 TW B 36+77 20.5' LT T27 TW B 37+63 20.5' LT T28 TW B 38+13 23' LT T29 TW B 38+44 34' LT T30 TW B 38+60 61' LT T31 TW S 38+61 107.5' LT T32 TW B 39+18 107' LT T33 TW B 39+20 60' LT T34 TW B 39+38 31' LT T35 IW B 39+67 23' LT T36 TW B 40+17 20.5' LT T37 TW B 40+99 20.5' LT T38 TW 8 41+82 20.5' LT T39 TW B 42+64 20.5' LT T40 TW 8 43+47 20.5' LT T41 TW B 44+29 20.5' LT T42 TW B 44+79 22.5' RT T43 TW B 45+07 27' LT T44 TW B 45+53 29' LT T45 TW B 46+41 29.5' LT T46 TW B 47+29 36' LT T47 TW B 45+51 40' RT T48 TW B 45+77 28' RT T49 TW 8 46+73 33' RT ELECTRICAL MANHOLE ADJUSTMENT SCHEDULE ELEVATION STATION OFFSET ADJUSTMENT TW B 29+63 22' RT NO ADJUSTMENT TW B 34+15 39' LT 0.1' HIGHER TW B 34+89 54' LT 0.1' HIGHER TW B 38+43 37' LT NO ADJUSTMENT TW B 39+34 35' LT NO ADJUSTMENT TW B 46+85 30' LT 0.3' LOWER TW B 46+85 29' RT 0.2' LOWER -- . CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 tr ' AMB:,<;' c~--·" ~ ~CfWAS<) .;f1} -:: ~ . . ~ \" .. 1~1-1 .. '!(1 Ii ~~R' . .."Jhqj "L" JUl -" . NOTE: I ' , I ·nOI? ~N:~~·li/l'2-IF "L" DOES Nrfflil;MEASlJRE 1" ADJUST SCALES AcoeRPlN~L~;J:' . = = c-.J Q,) s; <n ~ ~ <L> ~ .-' U') -= ~ 1"0 oa c-.J r-- W ~ z 1-52 O::(f) o &:1- <0::: ...JO ~(L uO::: z« ~ I zOO [:2< zI wW 0::0::: I zOO [:2 tJ~ 0::3: u.. -oX ~~ U ~ o z "<l-= c-.J oa 0"> C ..s 0'> c :c: en c:o 3= ::d' ~ "" ~ = = oa 1"0 I ~ "<l-r--..,.., c--.J "<l- ...c: CL. z o If) ;; W It > m o z SCALE AS NOTED DES·WS '; DR. CM CH'RH F.B. DATE SHEET NO. C5.3 Of SHEETS JUNE 28, 20J 2 ~'6E 23-2010-007 ~ <0 U I t-o o t<l /' ..c t o z (D t x o ./ c CO' 'iii (j) o ~ o (L L « c 2 c (j) 0: t-o 3-o o N h N -:-: E o o 7. N ~ o N ;;;- N '- , j ! ~ I --RSA GENERAL NOTES: 1. SEE ELECTRICAL PLANS FOR CONSTRUCTION NOTES. 2. SEE SHEETS C6.3 AND C6.4 FOR SIGN SCHEDULE. 3. SEE SHEET G1.7 FOR SIGNAGE PHASING PLAN. RSA --RSA DATUM: VERTICAL DATUM: NAVD 88 PER RENTON MUNICIPAL AIRPORT RUNWAY 34/16 RESURFACING SURVEY CONTROL PLAN SHEET C1.01 DATED 01-25-10. BENCHMARKS: BM 7: ELEV. = 27.19 BM 10: ELEV. = 22.55 HORIZONTAL DATUM: NAD83/91 PER RENTON MUNICIPAL AIRPORT RUNWAY 34/16 RESURFACING SURVEY CONTROL PLAN SHEET C1.01 DATED 01-25-10. PUBLISHED COORDINATES FOR BM'S 6, 7, 8 & 10 WERE HELD. RSA LEGEND: CURRENT TAXIWAY NEW TAXIWAY --RSA SIGN LOCATION EXISTING SIGN PROPOSED SIGN TAXIWAY DESIGNATION --RSA -'--- ---- [ Zo :r rn SCALE IN FEET i ;;M. 100 o 100 --RSA RSA ~ I" I I l. .j I I r r I I i 1- I I I >i • --l' j"---l I I I I I I I I I I I 1. I I ~ I. . ---- z o (fJ :> w n: > • ~ a d z ---:-~ 1J ~ 200 £', I ~ o z CL W ~ Z (!) -(f) ~- 0::: o CL 0::: « !1 ~~;jj --~ Cfti.. "~ , ,SCA~E AS NOTED V \! b~h~ 0<;).' ~~~S;&E~~~' ~/~ 0z. JUL "8 .'ll-'::--~-~~-'~-. -l~E~N01 "L" J;"!~", "CH. RH • NOTE '. ' ~{<'i . -, F.B. I -I .,' b--~-------'~OF------'-'S~HEE:"'11l~ IF "L" DOES NOT MEASURE 1" -, 'O"'TE , 'ct'JUNE 28, 2012 ADJ UST SCALES ACCO RD I NGL Y. t-:--'=~-=--'!~---=:::--'-=--I FOLE 8L-____________________________________ --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------~ NO. 23-2010-007 to o I r--. o o :;- J;: t o z m ~ 'x ~ C 0' '(jj '" o f o e- E o ~ <'l o <'l '-... ex) C'i '-... -- OFZ OFZ RSA SA RSA ------ ,~~ ===.:.~::;;,,·"-:.·,-;::i=~;-:.:::·-';:.-:::=-~~ __ ~~~.:::::~_"~3-------· ,----------r:o==.=.2~-,' ",- --~---.'--'.'-.. _._--- ~ ---OFZ OFZ .---- .--@) ---~-----_.------_.-._--_._-------------;;~~-------------,--,------------------ - = ____ n __ ' __ ---------- - ---- .. .....-.--- I r ------~~T ------------------~-- ---i-- -I -----------------Ii f ) ,------------.. -.-.~~-.. ~, .. ----\--------.. ---.~-.. ~.-. ---- OFZ RSA NOB FACILITY x o o GENERAL NOTES: 1. SEE ELECTRICAL PLANS FOR CONSTRUC1l0N NOTES. 2. SEE SHEETS C6.3 AND C6.4 FOR SIGN SCHEDULE. 3. SEE SHEET G1.7 FOR SIGNAGE PHASING PLAN. OFZ OFZ ---OFZ OFZ OFZ DATUM: VERTICAL DATUM: NAVD 88 PER RENTON MUNICIPAL AIRPORT RUNWAY 34/16 RESURFACING SURVEY CONTROL PLAN SHEET Cl.01 DATED 01-25-10. BENCHMARKS: BM 7: ELEV. '" 27.19 8M 1 0: ELEV. '" 22.55 HORIZONTAL DATUM: NAD83/91 PER RENTON MUNICIPAL AIRPORT RUNWAY 34/16 RESURFACING SURVEY CONTROL PLAN SHEET CtOl DATED 01-25-10. PUBLISHED COORDINATES FOR 8M'S 6, 7, 8 & 10 WERE HELD. I ~~ I OFZ LEGEND: CURRENT TAXIWAY NEW TAXIWAY J ", I I I i , ! , , ~-- OFZ OFZ SIGN LOCATION EXISTING SIGN PROPOSED SIGN TAXIWAY DESIGNATION 1 I OF -~-~~----- --""'-------- ---""'--~-,---, ---T i I I I 1 i 1 I ' I I I H- 1-_____ .~ I '----I-I -1/ I' - OFZ / / / / / ' " / j' ,/ //I/?///// / / / / / / / /,' //il l " SCALE IN FEET x_ ~~-Jil~~ __ ~~~i 100 a 100 200 . '1'· . '. '. . ....... ~L-__________________________________________________________________________________________ ~ ____________ --------------------------------------------------------------------------------------------~ ~ o z z ~ a.. w (!) .« z o -(f) ~ o a.. 0:::: « SCALE AS NOTED SHEET NO. z o (f) :> w OC d z «) () I r---o o r0 /' .c t o z CO >. 3: 'x 3- t: 0> 'iii '" o f' o e-« N ~ o N " co N " SIGN ( # ) 41 42 43 ------~ _.. ---~--~ EXISTING INSCRIPTION NEW ARROW ANGLE INSCRIPTION INSCRIPTION FROM HORIZ SIDE TYPE SIZE ILLUMINATED N 34-16 B3 34 16 SOUTHEAST L 858L I L 858R 2 N B3 --NORTHWEST L-858L 2 1--_~G _ _::1:.:::6:...-.:::..34-'-----~...:A..::::3-~~16:...-..::.3.:...4 + ____ +_7.S0;:;;U:;:;:T;-';-;HW;:iE~ST;=_-L 858L 1'_1 858R G A3 --NORTHEAST L-858L BLANK i----~.::;:B~1'=------+--·-B-:-:-3--=1':--+---~4-5·--+--:-N--:0-RT~H'C":W=ES:-::T-:---t-----~L--:C8'5C-:-8Y-:--·---2- YES YES YES POINT "A" NORTHING COORDINATE POINT "A" EASTING COORDINATE SIGN SCHEDULE POINT "S" NORTHING COORDINATE POINT "B" EASTING COORDINATE EXISTING PROPOSED CONCRETE BASE ELEV BASE ELEV BASE SIZE --.. ' I----------t-----~-_j_--------1-------__1 NO CHANGE 183758.68 1298370.34 183773.30 1298357.93 I-----------~-------+---------t__-------- MATCH EXIST GROUND MATCH EXIST 3 MODULE 2 MODULE BLANK --44 -------:"'::::·::.~'-'N--'---------~ -~~-f-----~Ei3--------4-5-'--~I----N-0--:-RT=H-:----+---:-L---8:-:5-:8c-Y---1'---:2--1 YES 1-------.--__+----------+----.------------------1 MATCH EXIST 2 MODULE 45 46 47 48 49 50 51 52 BLANK G 71 1 i--------::B-:-cLANC"Kc:----- A3 71 45' NORTH L-858Y 2 4 I----.--~-cc_c_~-------~---------_r-------------~-----------~--------------+--~ BLANK A A BLANK 1__----~~~H~------r--~~~A~4~-~---O~·--~--~SO~U~T~H--r--L~8~58~Y, ____ 1__2~ BLANK H 16-34 H BLANK I-------H ~ A2 16-34 WEST L 858L 2 A2 EAST L-858L / L-858R 2 _ -------------·I---~~~---I-------------t----I O' NORTH L -858Y 2 A2 ~ YES MATCH EXIST 2 MODULE YES 1---------+-------+-------___1_--------1 NO CHANGE YES I__--,-.---~-------.----___I_----------__t_-------____l NO CHANGE YES ~·---------·---I--------I_---------_+------_j NO CHANGE YES 1---------+·---------r-------+----------1 NO CHANGE YES I-----------t--------+-------.---~-------~ MATCH EXIST 2 MODULE YES I---------~--------l_----------+-----------NO CHANGE YES ~----------__I------------4-------------.l__--.----------MATCH EXIST 2 MODULE o 53 f----------cB·LANK YES r------------'--~-·----__I-----,----+--------------NO CHANGE 54 ~ A <E-A1 O' SOUTH L 858Y 2 I------~~~-------r----------~----~---I--~~~--j---~~~----+~--j BLANK YES MATCH EXIST 2 MODULE 55 1--_____ '-'-A. __ 1....;6 ___ _+_ A 1 16 SOUTHWEST -I-------------t------;N-:::ORTHEAST L 858L I L 858R L-858L 2 YES 1----------------------_+-----.----+----~---.------NO CHANGE 2 A A1 * WHERE APPLICABLE, NEW SIGN SHALL MATCH SIZE OF EXISTING SIGN. ** SURVEY BASE MAP IS A COMPOSITE MAP OF DATA PROVIDED BY THE CITY OF RENTON AND REID MIDDLETON SITE SURVEYING. SIGN LOCATIONS AND ADJACENT PAVEMENT EDGES HAVE BEEN SURVEYED. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING WORK ELEMENTS BEFORE PROCEEDING WITH CONSTRUCTION. /-------------------------------------, I I I I I .-EXISTING TAXIWAY CENTERLINE I I MARKING (TYP) I I I L_.-. -.._ _ ~~ ~~ __ ~_ __/~~ ~~ ~_,__ _ "J I TW A : t-~---.--------, "'\--' ----;/;~-;>~--------1 I \ / I l / I I \ V I ! ~) Iii! I EXISTING RUNWAY HOLD .J-1~ ;; I I POSITION MARKING ~ / / ',), -POINT "A" I r---OFZ / .OfZ ~ OFZ OFZ -t I .~\ ~/ ~\& rNEW L-858 SIGN AND @ I '\'-\"// ~ CONCRETE BASE, SEE I ~'0-y/ -{> "S24 C6.4 II ,{J~/// ~~ v'-, "". POINT "B" I /~/~~ ~~~ I // EXISTING SIGN AND I //// ~ . CONCRETE BASE r I RSA RSA RSA RSA --I I I I I I I I I I I I I I RUNWAY 34-16 I r-" ,.----....... -.-.. .. ',. ~., .. ~ ". ,"~"'> .. --.. --.. -.. ~ -...... -.-.-.. -----. -....... ~E,=='c'c,=C",,=''''''''c:c,,===_',,''''~:·c.c3-=~ ....--==-:--:-:--... -~ ,------------------------------------_/ 1 NEW SIGN 24 DETAIL C6.1 NOT TO SCALE NOTES: -PROVIDE FLAT SIGN PANELS FOR EXISTING SIGN MODULES TO REMAIN. -NEW SIGN MODULES SHALL ACCOMMODATE FLAT SIGN PANELS. /----------------------------------, I I I r-EXISTING TAXIWAY I I CENTERLINE MARKING (TYP) I I I I I L"_ :~~~ == ==~ ___ .. ~ ... = ~~ == J ! TW A I ~>~---.. -~---~~-------------------.---------~-I I I I I I t--OFZ I I I I I I I I I I ~SA ---- I I I I V ! POINT A" POINT "B" NEW L-858 SIGN AND @ CONCRETE BASE, SEE 3 .fS.4?\ C 6.4 ~ OFZ --OFZ CU0J:) EXISTING SIGN AND , f/ r, CONCRETE BASE 4'cttp. . ~1j;1' l'tp. I'Jv -1..J Q -REMOVE EXISTING RUNWAY HOLD POSITION MARKING +--RSA --RSA '-RUNWAY HOLD POSITION MARKING, SEE SHEET C4.2 ---RSA i I I I I I I --I 1 I I I I I I I I I I -I 1 I I II RUNWAY 34-16 I, i Le", ":"==CC=='=" ",,"0'3.'-' , ... -.... -,...-, .. -~.-.~.~~,., -··-,,,,"",","=,,",'",,',,"',,,,'='0",,,',"'0',=',,,,,",,',,',,,3· .... -.--.'.-... -.. -~.-. _ .. -·1 I I , / ---------------------------------- -/2'\ NEW SIGN 42 DETAIL C6.2 NOT TO SCALE - ACTION INSTALL NEW GRAPHIC PANELS IN EXISTING SIGN FRAME INSTALL NEW GRAPHIC-PANELS IN EXISTING 7SI:-::-G:7N -=F=-RA;-:-M:"::E-----------------------1 ~~MOVE EXISTING SIGN AND BASE, INSTALL NEW SIGN AND CONCRETE BASE. SEE DETAIL 2, THIS SHEET REMOVE EXISTING SIGN AND BASE, INSTALL NEW SIGN AND CONCRETE BASE. SEE DETAIL 2, THIS SHEET REMOVE EXISIINQ_ SIGN. INSTALL MODIFIED LIGHTED SIGN BASE ANQ_.!lEW SI~Ii_ SEE DETAIL 4! SHEEI __ E4:.:.1:... REMOVE EXISTING SIGN. INSTALL MODIFIED LIGHTED SIGN BASE AND NEW SIGN. SEE DETAIL 4, SHEET E4.1. REMOVE EXISTING SIGN. INSTALL MODIFIED LIGHTED SIGN BASE AND NEW SIGN. SEE DETAIL 4, SHEET E4.1. f-----.--:-:~::::==-~==__~==__=~.'-::c~..c::..;:......:.=-.::.:.;::..::...--=::.::.....::.::, -----,'--::---______ ---1 REMOVE EXISTING SIGN. INSTALL MODIFIED LIGHTED SIGN BASE AND NEW SIGN. SEE DETAIL 4, SHEET E4.1. REMOVE EXISTING SIGN. INSTALL MODIFIED LIGHTED SIGN BASE AND NEW SIGN. SEE DETAIL 4, SHEET E4.1. REMOVE EXISTING SIGN. INSTALL MODIFIED LIGHTED SIGN BASE AND NEW SIGN. SEE DETAIL 4, SHEET E4.1. EXISTING GRAPHIC PANEL AND SIGN FRAME TO REMAIN r.:E';-;XI~ST:;:;;IN7.:G~GR~A-;:;P~HI::::C-C:P:'cA~NE::;:L:...;A-;;-N::::D-:-S::-:-IG::-:-N-:--:.::FR~A7:M-;:-E -::T~O-C:R~E7CMA·:.-IN:-:------·-·------------------ EXISTING GRAPHIC PANEL AND SIGN FRAME TO REMAIN EXISTING 'G-RA-PH-IC PANEL AND SIGN FRAME=-=TO=---'''R''''EM''''A=IN..------------------·---------1 EXISTING GRAPHIC PANEL AND SIGN FRAME TO REMAIN EXISTING GRAPHIC PANEL AND SIGN FRAME TO REMAIN .. -------------------, EXISTING GRAPHIC PANEL AND SIGN FRAME TO REMAIN EXISTING GRAPHIC PANEL AND SIGN FRAME TO REMAIN REMOVE EXISTING SIGN. INSTALL MODIFIED LIGHTED SIGN BASE AND NEW SIGN. SEE DETAIL 4, SHEET E4.1. - REMOVE EXISTING SIGN. INSTALL MODIFIED LIGHTED SIGN BASE AND NEW SIGN. SEE DETAIL 4, SHEET E4.1. INSTALL NEW GRAPHIC PANELS IN EXISTING SIGN FRAME INSTALL NEW GRAPHIC PANELS IN EXISTING SIGN FRAME REMOVE EXISTING SIGN. INSTALL MODIFIED LlGHTED_.5IGN BASE AND NEW SIGN. SEE DETAIL 4, SHEET E4.1. REMOVE EXISTING SIGN. INSTALL MODIFIED LIGHTED SIGN BASE AND NEW SIGN. SEE DETAIL 4, SHEET E4.1. REMOVE SIGN. SE~ EL __ ECTR __ ICAL_DR_AW_IN£~ _________ ._______________________ _ REMOVE SIGN. SEE ELECTRICAL DRAWINGS. ---------- REMOVE EXISTING SIGN. INSTALL MODIFIED LIGHTED SIGN BASE AND NEW SIGN. SEE DETAIL 4, SHEET E4.1. REMOVE EXISTING SIGN. INSTALL MODIFIED LIGHTED SIGN BASE AND NEW SIGN. SEE DETAIL 4, SHEET E4.1. INSTALL NEW GRAPHIC PANELS IN EXISTING SIGN FRAME INSTALL-NE-W-G-RAP..:.;H:'-::IC--P::cA~N~=EL==S-I:'-:N-'E=-X:'-::IS=T'Ic.c.NG=---=S:'-::IGc.c.N-'"'F=R·ccAM""E:--------------·---·-----··-_._.-= CONSTRUCTION NOTES: 1. SEE SIGN SCHEDULE, SHEETS C6.3 AND C6.4 FOR SIGN INSTALLATION INFORMATION. 2. SEE AIRPORT SIGNAGE PLAN, SHEET E3.3 FOR ELECTRICAL INSTALLATION INFORMATION. 3. INSTALL NEW CONCRETE BASE PER DETAIL 1. SHEET E4.1. 4. REMOVE EXISTING CONCRETE PAD. BACKFILL VOID WITH CRUSHED AGGREGATE BASE COURSE (P-209) AND COMPACT. 5. RE-GRADE SURROUNDING TERRAIN TO MAINTAIN EXISTING DRAINAGE PATTERN. 6. INSTALL NEW SIGN PERPENDICULAR TO RUNWAY HOLD POSITION MARKING. r-SIDE NEAREST TO TAXIWAY I> I> t> I> V POINT "8" I> \> POINT "A"~ fC, 1> .fC, r ~. '-NEW CONCRETE PAD. SEE SHEETS E3.5 AND E4.1 FOR ADDITIONAL INFORMATION NOT SHOWN -/' 3 '\ SIGN PAD PLACEMENT DETAIL C6.4 NOT TO SCALE - :::c Ft: ~ :::> Cl w :::c () en z o en o z "j",;:, " ~~'. I SCALE AS NOTED ~ ii:Y:~ JUt,' ·~WB ."~, "" z o (f) :> w Ir > m \!! < o o z OF 5HEE~ DATE • ~"(h411~ ADJUST SCALES ACCORDINGLY. JUNE 28, 2012 \PI ""II '" ~'!;~ 23-2010-007 ~L_ ________________________ .... ____________________________________________________________________________ -----------------------------------------------------------------------------------------------------------------------' - " u I " o o t<) /' .s:: t:: o Z aJ ~ 'x ~ C 0> 'r;; Q) o f o Q. L ;;;: c o +, C Q) 0:: " o o /' o E o N -o N ri PULL POST TENSION CABLE"\ HOG RINGS SPACED @ 24" MAX, TYP GATE POST, TYP 3 1/2" DIA (NOM, SCH 40) 8' TO 12' TIE WIRES, TYP, SPACED @ 14" MAX TOP HINGE 180' SWING, TYP , \~/~~~'/~~~~~~~WW~~~~ FABRIC BAND, TYP STRETCHER BAR, TYP BOTTOM TENSION WIRE, TYP • N TENSION WIRE ~;;)Jl?(:: TENSION CABLES CHAIN LINK FENCE FABRIC WITH BLACK VINYL SLATS .' . , '. ~ WIRE rkXy" TRUSS ROD , (TYP) , " "-". MATCH FENCE SELVAGE, TYP • co BOTTOM HINGE 180' SWING, TYP CHAIN LINK FENCE WITH DOUBLE GATE NOT TO SCALE LESS THAN %" OR MORE T N 1 " N FABRIC BAND TENSION CABLE TOP HINGE FABRIC BAND STRETCHER BAR GATE POST CHAiN LINK FENCE DETAIL NOT TO SCALE STRETCHER BAR WIRE ROPE CLIP, TYP ROPE THIMBLE TURNBUCKLE STRETCHER BAR, TYP PULL POST CHAIN LINK FENCE DETAIL WIRE ROPE CLIP, TYP SEIZING A TENSION./ CABLE NOT TO SCALE STRETCHER BAR (TYP) BAND, ROPE THIMBLE " -~~" " ~~~ EYE BOLT TURNBUCKLE ~ r---"iJllll2'''''''':'' '~"~I====l=§f::""~\~=/ ~ TENSION • , BOTTOM HINGE TENSION WIRE, TYP EYE NUT WIRE, TYP -\/ GATE POST EYE BOLT CHAIN LINK FENCE DETAIL NOT TO SCALE v ' PULL POST CHAIN LINK FENCE DETAIL NOT TO SCALE 10'-0" (TYP) TWISTED END, TYP \ TENSION WIRE / /" / HOG RINGS SPACED @ 24" MAX. TYP PULL POST TENSION CABLE • , . ---' -._---- JUt _ ., tt iN? j{~11 ". NOTE ' I ' .(',,'i'_.',.. I • .1 (-_. '-,j I IF "L" DOES NOTM'EAS'URE .'\cO' 1.--ADJUST SCALES ACCORDINGl::Y)) = = c--.J <L> ~ -5 VJ 17S -+-' <L> ~ -+-' VJ -<:: -+-' ..... r-r) = c--.J r-- :c Ii: o z -.j-= c--.J 00 0> c: = = ..s =,00 <=1'0 .-I -= -""-.j-iiir- ::::r ~ <L> J:j '-" C""-I -.j- .c D- (J) ,....J « W o w () z Ii a::: o ~ a::: w z w (!) SCALE AS NOTED DES'WB SHEET NO. z o Ul ;; W 0:: )-w ~ < a 6 z '., DR, CM CH'RH C7.1 F.B. OF DATE JUNE 28, 2012 N "'-<0 o~ ____________ • ________________________________________________________________________________________ ~----------~ ~'~E 23-2010-007 ---~------------ ~ " u I " o o r<) ./ ..c t o Z ID c .8 c '" a::: " o 5-o E o o N "-00 N "- 6 /2" 2" DEPTH MULCH, KEEP MULCH LAYER AWAY FROM FOLIAGE TOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISHED GRADE 5 /2" 1/2" R" I 1" R r FINISH GRADE PRIOR TO PLACING MULCH ~IIQfflfIflli~~UJl]ILi , <D I .... . " . . -.' .... : .?: .:;,~ . • co 2" ASPHALT CONC . PAVEMENT (P-401) . ~.". ~.'.~=---"",*,,,,,,,,,,,,,, " '" , ;,' ~I TACK COAT, MATCH EXISTING PAVEMENT 4" CRUSHED SURFACING TOP COURSE (P-209) 4" CRUSHED SURFACING BASE COURSE (P-209) UNDISTURBED EXISTING SOIL OR EXISTING SOIL. COMPACTED TO 95% MAX DENSITY PLANTING HOLE TO BE 6" LARGER THAN DIA OF ROOTBALL FOR GROUNDCOVER. 12" LARGER THAN DIA OF ROOTBALL FOR SHRUBS 1: 1 SLOPES ON SIDES OF PLANTING HOLE FERTILIZER, THOROUGHLY MIX INTO BACKFILL BACKFILL WITH ~ PLANTING SOIL AND Yl EXISTING SOIL, THOROUGHLY WATER SETILE CEMENT CONCRETE TRAFFIC CURB DETAIL SHRUB PLANTING DETAIL NOT TO SCALE EXISTING TELECOMMUNICATION LINE EXISTING PULL POST MATCH EXISTING CURB EXISTING MAPLE EXISTING TREE FENCE x X')-X' - -'---IX ----X --1 X----x X-\---I- OKIST~NG x SHRUB ~.-. . EXISTING [ EXISTING PLANTER . ~ 6 U X .......... " '" @ (8) OREGON GRAPE, 3' O.C., MAHONIA ~ AQUIFOLUM ----- EXISTING CURB PULL POST, TYP I'EXISTING / CURB , _ll~~_-+------r-GENERATOR AND GENERATOR ':. PAD, SEE ELECTRICAL DRAWINGS FENCING NOTES: 0CHAINLINK FENCE WITH BLACK VINYL SLATS, SEE Gt.0 @WIDE DOUBLE GATE WITH BLACK VINYL SLATS, SEE W \EY G)FIELD VERIFY UTILITY LOCATION. LOCATE FENCE AND FENCE POSTS TO AVOID CONFLICTS. @COORDINATE LOCATION OF FENCE AND GATES WITH LOCATION OF NEW GENERATOR PAD AND ACCESS TO GENERATOR. O-,-A--X --X ,-l--I,S EXISTING PARKIN~G STALL ~LOCATE FENCE POST TO NOT OBSTRUCT ACCESS TO GENERATOR FUEL PORT AND TO COMPONENTS REQUIRING MAINTENANCE ACCESS. MATCH EXISTING CURB----' EXISTING ASPHALT STRIPE ~-l--3' CLEARANCE OF WATER LINE GENERATOR FENCE ENCLOSURE DETAIL SCALE: 1 "=5' @REMOVE EXISTING LANDSCAPING. (INCIDENTAL TO GENERATOR SYSTEM BID ITEM). eVREMOVE EXISTING CEMENT CONCRETE CURB. @CEMENT CONCRETE TRAFFIC CURB, SEE Gt0 CV SEE SHRUB PLANTING DETAIL G~0 NOT TO SCALE PLANTING NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO CONSTRUCTION. 2. ANY DISCREPANCIES BETWEEN THE DRAWING AND SITE CONDITIONS SHALL BE BROUGHT TO THE ATIENTION OF THE OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. SCARIFY PLANTING BEDS TO A DEPTH OF SIX INCHES PRIOR TO PLANTING. ADD FERTILIZER OR OTHER SOIL AMENDMENTS AS NECESSARY TO ENCOURAGE PLANT GROWTH. 4. PROVIDE MANUAL WATERING AS NECESSARY TO KEEP PLANTS IN A THRIVING CONDITION. WATER PLANTS SO THEY RECEIVE ADEQUATE WATER FOR SURVIVAL IN A HEALTHY CONDITION. -, CALL 48 HOURS BEFORE YOU DIG 1-800-424-5655 '';jyv .' , :':'!;.",~' '" , " " JUt -'1 • ilill t'bIJ NOTE ' I 1!o.'!J Ii"'. I j j/I/"~'-·'-~" IF "L" DOES NOT MtA~URE: 1~' ADJUST SCALES ACCORDINGLY:·) 8L-________________________________________________________________________________________________________ ------------------------------------------------------------------------------------------------------------________ --J )r,' = = c--.J "-' "'=' => U) 3= U) -(l) e -U) -= ~ "'" = c-.J r- W ~ Z l-e> -0::: en 0 !i:1- <0:::: ....10 i1:a.. 00:::: z« ~ I Zm ~« zI wW 0:::0:::: I zm f2 Q~ 0::::;: LL -~g 0 :r: ~ 0 Z SCALE AS . fES'WB OR. eM CH'RH F.B. DATE .q-= <', = en c = ..B = = en "'" c:: I :.E <r) ::;;;: 0 3= r- L.O :::::f ~ e "" .J::: Li:i 0.... z :5 a.. I-:::> 0 ~ L5 0:::: « 0:::: 0 ~ 0:::: W Z W (!) NOTED SHEET NO. z o Vl :> w 0: > m o z C7.2 Of "''''lS JUNE 28, 2012 ~'6E 23-2010-007 c .8 c <l) '" t--a a ./ a E o ro ':l ~ N ~ o N , i 25+001 ----Sl) 2U-r'Ul :JIG\: "kESiR,C1ED [I ENiT~Y" ~-----------~ ---- ///// -----..----- === ~: ===;r==:::: '_l ill · . . . . . . . . .. ..... .... . · . . · . =r . . .. . . .... .. . ............. , .. . · . , . . . . . . . . . . . . . . . . . . , . :28':··: : . .. " ............... "., .. " ..... " ............. . · . . '27" . · .. · ........ . · . · .... _ ... · . · . · . . . . .. . ............ . , . . . . . . . . .. .. . ........ .. . . .. ..... . .... , . · " . ............ .. , . '26 :.. :::':.',': .. .. ... ........ ........... . ..... . · . . . . . . . . . . .. .... .. · . 25: . . ,. . DO:JfJLE YELLO'i! ----:::= 25 : - A3Pflf\LT .. ..' .... . .... · . , . , ..... , , .......... . · . . .... . ... ,',... .. · . . . .. . ....... . · . · . . . . . . . . . .. .., ... , ..... .. · . . 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".. . . . . .. . .. . · . . . . .. . -. . . . . . . .. . ...... . .. · . , . . · -...... . . . . . .. .......... . .... ............. . · . · . · . ..................... , ......... ,,,, ..................................................... .. \\ I " I ALL 104 LF 12" DI @ O~8% I " I NEW rAXIWAY EDGE LIGHT, SEE SHEEJ C5.1 AND C5.2, TYP INSTALL 51 LF ' 12" DI @ O . ..JU,,-' INS rALL 3 LF CAPPED STUB 6" HDPE FOil FUTURE EXTENSION, TYP INSTALL CO I TW B STA 29+25.00, 14.00' L@ IE=22.05, 6" HDPE-PERF, SEE 3 '_---24 TYP C3.1 I __ F. • ..- () I- W W ::r: (f) ~~~~~:~ o I(f) ~o --\--' ______ ~j_·-jr-'-----------'--J~ END ASPHALT SWALE WI DARD FRAME & GRAfE TW B STA 29+43.90, 19.0' fn RIM=24,10 IE=21.30, 12" S _____ .1 1----11"') I~ (f) TW B STA 28+86, 17.6' EL=24.15 -----~ W ~------Y~E~I.L~o\~V~S~If(~IP~t----I--~~~~-~~~~~=-,-,---~----~---:i----~-~~~' ~ c CB #2, TYPE 1 ~ WI STANDARD FRAME & GRATE TW B STA 28+91.50, 18.40' RT CB #4, TYPE 1 RIM=24.00 -~ I -IE=21.00, 12" N,SW -SEEI-..!....-l-1 wi STANDARD FRAME & GRATE TW B STA 29+78.70, 19.00' RT RIM=24.10 IE=21.60, 12" N ----fl--' N,PHAL1 1 VI AnANDOt~~_u j ----4,) i Cl If) TW B STA 29+90.8, 19,5' RT SWALE HIGH PT EL=24.20, SEE 1--=---+--' TYP · . . .. 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ALL NEW CATCH BASINS SHALL BE TAGGED WITH ALUMINUM DECAL DEPICTING THE AIRPORTS STRUCTURE NUMBER. CATCH BASIN NUMBERS SHALL BE ASSIGNED BY THE AIRPORT. 4. SEE SHEET C5.1 AND C5.2 FOR ELEVATION ADJUSTMENT OF EXISTING ELECTRICAL MANHOLES. 5. SEE SHEETS E2.1 THRU E2.5 FOR CONVERSION OF EXISTING BASECANS TO HANDHOLES. 6. CATCH BASINS SHALL HAVE SOLID LOCKING LID UNLESS NOTED OTHERWISE. = HORIZONTAL SCALE 1 N FEET 1 ~~~i o 20 40 VERTICAL SCALE IN FEET o ~~i 2 '::'::":i::'::' •. :: ,.::.~~:. :.'.,: .. : ..•... : •. ~~. ' .• .. .. .. 27' ... . . ...: .. .. . .' .................... .. : ' .. .... ...... . . . , .. , ... , , , . , . . : . : . : : : : : .. :. . .. 50! : VO . . . , .. :::. 0 .. ':.: . . c:i .. 26' · . ···.25·· . '. o· ...--. to ...... . .. .. ·0.... ... . . .. ~ ....... + :'0')' '. u--5 : .. ,.. . .: . ........ .. ... (1) ~ l!). ... . . i<') ~ .. . y, . C'lto" .. ,,~. I'-; .. . . . .. ...... ...... .. ................ N" r<).. ......... ...... OJ'" .. r" .... 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C1.1 OF SH~ JUNE 28, 2012 ~j6~ 23-2010-007 c 13 c '" '" r--a ~ o :28 :27' . • 26: : ~ .---"---, --, --"---"-.--"-.--"- B #6, lYPE 2 -48" _----" wi STANDARD FRAME & GRAJE,---'\ TW B STA 30+94.5, 52.3/,(1 \ MATCH EXIST RIM & INV,E'RTS \ IE=21.05 6" SE / \ IE=20.93 12" E, sE'E 'J,.) \ // I (/ 82 I-F 12" 01 @ 0.39% / CB6347 1 "": 40 LF 6" H~PE @ 0.50% I ..-/ U / 1-1 END UD I Wi TW B STA (3R+83.30, 14.00' LT STA ' 14:00' LC SD --- 1.35, 6" HDPE-PERF----." bhl J " l..;>r(A • .J J I I / I I I I I I I , , END UD ~"'~ ,/ TW B STA 33 ~fo, 72.85' LT IE=21.15vgYl-IDPE~PERF MATGft'lXISTING SUBDRAIN IF FOUND --, / CO "" / 'p / TW B STA 34+13.80, 57.10' LT / IE=21.04 ---------- CB #7, lYPE 2 -48" wi STANDARD FRAME & GRATE TW B STA 33+75.7, 52.4' RIM=22.2 MATCH EXIST INVFRTS IE=20.60, 6" IE=L:u.'f::l SD ---7'----SL) --------:'JJ/'---------SD .------_ .. ------so -------- ( \ \ \ TW B STA 30+89.50, 14.00' LT \ F -F 38 LF 6" HDPE @ 0.50% IE=22.06, 6" HDPE-PERF .-\-1" ---------~E~~;_'77'O'"Prrc--""""',_:;;--,, F___ is'.. __ -r L F ___ F_-F ",,_-F----------__ TW B STA Wm I IE=21.26, ~::\~S~PE-PERF O~'O<' "---_______ _-.-;-.1, W _F_F ~--.~ WI F_F-cn!.----" I 8 i:::-::-=:c:UQ + o f") ~ )('--_ IE=20.64, 6 f' ----~-'t-------==---r~-~ -------p -------------" e --. /' ==- ~ cn~~~~~~~~~~~~~~~~~~~~ W r p -------~, J/~-=-~=. =~~~~~~f~S~~::?~~· ~'f)Z~\ ------~ '. -fiT ~~-:::.:::'::-=-:.=-=..::'-==-~ ::::=:=::.1~f-p-~:--:----p -~"",---p---------p --,''-11(:>----,-,. f' --~_-r_'e"'-.--: --' :E L )/. 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" CB #8, TYPE 1 wi STANDARD FRAME & GRATE TW B STA 33+76.D, 48.0' RT RIM=22.50 MATCH EXISTING 12" SD W,E IE=20.50, 6" NW,SW END SWALE _____ --1 TW B 34+25, 25' RT BEGIN SWALE -IE=23.5 ----' CO TW 8 STA 34+34.06, 14.00' RT IE=21.69, 6" HDPE-PERF __ --1 , . · . . .. ...... ... . . . . . . .. ................. . · . · , , . . . . . . .. . ... . .. . ............... . .. . .... .. .... . . . · . , . . . .............. . " . . . . ........ . .. . .......... ."'" ., , .,. '" ........................................................................ . , . · ,. .. . . .... . . , . , . . . . .. . . . ...... . ·0······ ..... , ..... ' ... " ,0· " :, ... ".: ......... . · , .. , , . , . , .. . ...... ,. .. , . d:" ................ . 'If) •.. :. . .. . " : ...... ,.: .. . ... . .. . ....... . , . :+ ::.::::':.:.' ,': :.:: ..... ':.: : : ............ " " .... : .................. : .. .'.:, .:. "'n .: ....... ' .. ' .. ' : .. .' .. .' . . . . . , .. , .. , .... : : ','11 :. 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ALL NEW CATCH BASINS SHALL BE TAGGED WITH ALUMINUM DECAL DEPICTING THE AIRPORTS STRUCTURE NUMBER. CATCH BASIN NUMBERS SHALL BE ASSIGNED BY THE AIRPORT. 4. SEE SHEET C5.1 AND C5.2 FOR ELEVATION ADJUSTMENT OF EXISTING ELECTRICAL MANHOLES. 5. SEE SHEETS E2.1 THRU E2.5 FOR CONVERSION OF EXISTING BASECANS TO HANDHOLES. 6. CATCH BASINS SHALL HAVE SOLID LOCKING LID UNLESS NOTED OTHERWISE. CONC TIE DOWN ANCHOR lYPE 1. SEE TIE DOWN ANCHOR SCHEDULE FOR LocATIONS, lYP. RECONNECT TIE DOWN CABLES. SEE@ C1.7 lYP . ... .. .. ... . .... Z7 . .... . . . VERTICAL 28 : . : ' SCAlE IN FE:rr . ~ : .' , I"; '''1. . . .. . I" . . O· : . : j;2 . . : 27'· . ,. ... . .,... . ... . ·.26·· · . .. ,.,.,. · , .. ... '25' . . . . ,. . .. . .. : .. -0.13% .24: . . . .. .... . . . .-:-~~~~~~--~--~---~-~~:-~~~-,-~-~~~ : -~------- ........ : ..' ........ ----~--~~~~~-----------: 23'·:· .' . . . .. .. ,.. . . · , , . :23··· . , . . ...................................................... ·E\JISTING .. ·GR .. 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CALL 48 HOURS : . · . . . .. ...... . . lEFORS' YOU DIG . . ·1~800:"4t.4ii~~6~.: • . • .: •••• '~I • ' •• \,,10~T • .-jr: r l .. .... .. .... l' ./ ' . · . . . ." 'on. • JUt -,'I (UIZ . . 1'1-') I U "" , .. . . <it 'i,' i .... NOTE: : . I "" !_~ .. '-"e.l ',"{ . <Xl ~L-"'_"'_"'~3~5+~O~'O~" __________ '_"_"'_"_"'_"'_'"'_'_"_"'_"'_"'~'3~'6~+~OO~" _______________ "'_"_"'_"_"_"'_"_'3~'7_+~0~O_""_""_"_" __ "_"_"_'_"_"_ ... _. _ .. _ .. _. _ .. _ .. _. _ .. _._ .. _38_+_0_0_ ... _ .. __________ .. _ .. _ .... _ ... _._ .. _ .. _. _··_·_···_3_9+_0_0 _________________ ·_·_···_·· __ ··_4_0_+_00 __________________ ~ IF '1" DOES NOT MEAsVRE-fA" AbJliSl SCALES' ACCORDrNGLy.: :r: ~ o z SeAL-I:: AS DEs'WB DR. WB CH'RH F,B . DATE ~ [i: o 0:: c.. ~ z ::s c.. CD ~ 3: X ~ NOTED SHEEr NO. z o (I) 5 w a:: o z C1.3 OF' SHEETS JUNE 28, 2012 FILE NO. 23-2010-007 E 0-r;;: N ... I BIOSWALE #2 FOR INFORMATION @ SEE PARTIAL PLAN 4 END SWALE @ SWALE AP SEE 6 C3.3 @ I CATCH BASIN GRATE -R-:.I-#·tfl-:'ltrNmrt'+iM TW B STA 44+02.00, 61.3' LT C3.2 TYP I -""",--",,,._ / I U SO 50-----'50 t-C ~,,<~-C-I i p----------p------_~_~-_ .... ==~,____ CB#19/~;E 1 lu ~-. "~<--,, .~(--.. <E-(--",,<E-(--I ---C---C~'C~' .~C~~ I P ----------TW ,El/STA 42+85.5. 14.00' LT I '<:--C___ -:-~» Il~ / ~~ '-~~i.~·.6~2" W.E I Gf,ASS ""'''» C~ I~ tt). I' '--" IE~O.O, 6" N,S CBJ:<tf ./ I --"_"\ INSTA~ INVERTED TEE ON RIM COllie -. .-/ ,-.-' L-,-=::::,_..;." <E-(--. ,,«--IE--·· <E-(--//-Z o I CO DISCHA G"E PIPE, MJ FIniNG _~""fI)4-.++ . I' --"." ./~ \1"'1 i----F I TW B STA 41+30.28,14.00' LT "F --F-""''''~-O::::--2-2F B--:-~:.'--.oI(oN· B /// I-----F " IE=21.21, 6" HDPE-PERF, "F __ F ----t~~ -F " // (j) W ---F~ ------.;....;;-....--' ..... ------~ "-"--.'.~/ --I W I ___ L":::::::.---:'FJ F --F --\ -P-''' ? ~~-::-~ TW B STA 44+28.80, 14.00' LT I» :r: _-------p_ F ___ F __ c--\ /'/'~----____ ..... ---<7 IE=21.00, 6" HOPE-PERF (j) /--F _ F-_1-+ --'I-r \ AA*,,~":---·_1!l /' -..... ./ ... / -__ --F L ____ -------_--.r~ '-..... -/./ F J..- . -.-. "\ _--/ ___ c' (J1 W 'd '----':;' "{ F __ p _)l( , .( + W I 23 )l( "'" "" // -0 (j) 0 g (j) + ~ ~ ~~~~(j) :r: ~Ir===--~==~-~-~~=---:-~-=-=--~·~~=--~~--~===,-~~~;:~==~~L~===--.. f==~---==~~:==~--~====:'~--=·~~~-~==~·-·===~-===~-~===-·T==~~~=~~-=~===-~~~:--~==:=~~==r~~~c~.-==--=~-:==~~-::====\~==~~~~~888LLF~88'~'~DI~@~=~0~.3~4%to-~==~I~ L3U!LDii\~(; INSTALL NEW YARD DRAIN WI STANDARD FRAME & GRATE. MATCH EXIST RIM & INVERT FLFVAT'IONIS /"--- CONNECT TO EXIST SO. 18" SLOT ck DRAIN, SEE I-=--l---, C£ 0-, TYP INSTALL NEW CLEANOUT AT FINISH GRADE, CONNECT TO EXIST SO EXIST CB TO REMAIN. ADJUST TO FINISH GRADE .... .. ... ................. .............. ........ ......... ...... . ................................ .. · . . . . END SLOT 1iIt<)-\,,, TW B STA 73, 40' RT GRATE :I CATCH CONNECTION SEE 1--=--1--1 100 LF 12" DI @ 0.5% CB#26, TYPE 1 TW B STA 43+41.5. 39.4' RT RIM=23.30 IE=21.3, 12" N INSTALL NEW CLEANOUT AT FINISH GRADE, CONNECT TO EXIST SO GRADE BREAK CB#25, lYPE 1 IE=20.7, 8" N 1 \ U1 \ SO I I TW B STA 44+49.5, 43.8' RT RIM =22.80 @ IE=20.4, 12" S,SW C3.2 TYP NOTE: 1. SEE SHEET G1.1 FOR LEGEND FOR EXISTING AND NEW CONSTRUCTION ITEMS. 2. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING UNDER DRAINS WHERE NEW UNDER DRAINS WILL BE INSTALLED. WHERE NEW PIPE MAY CONNECT TO THE EXISTING UNDER DRAINS THE CONTRACTOR SHALL MAKE THE CONNECTION OR ADVISE THE ENGINEER IF THE INVERT ELEVATIONS AND FLOW DIRECTIONS DO NOT MATCH. 3. ALL NEW CATCH BASINS SHALL BE TAGGED WITH ALUMINUM DECAL DEPICTING THE AIRPORTS STRUCTURE NUMBER. CATCH BASIN NUMBERS SHALL BE ASSIGNED BY THE AIRPORT. 4. SEE SHEET C5.1 AND C5.2 FOR ELEVATION ADJUSTMENT OF EXISTING ELECTRICAL MANHOLES. 5. SEE SHEETS E2.1 THRU E2.5 FOR CONVERSION OF EXISTING BASE CANS TO HANDHOLES . 6. CATCH BASINS SHALL HAVE SOLID LOCKING LID UNLESS NOTED OTHERWISE. CONC TIE DOWN ANCHOR TYPE 2. SEE TIE DOWN ANCHOR SCHEDULE @ FOR LOCATIONS. SEE 2 C1.7 TYP "0 ' 20 . 40 . . , . . . . . · ' , , . : : : : ' : :: .. 20 · , .. . . ....., .., · . . ...... , ...... ,.... .""'" .' , ' , , , ' . .. . . .. -. .. ...... . ... ' . .. .. .. . .. ...,. , .. , .... , . .. .,... .., ... , , · . . , . , . . .. ....... ' .. . . . ...... 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H~ ~".'. : : ••• : ~ ~ ••• :.."d"[-3 2d . d .} &3 d .... d· [-3 r.:: : '. .: • ~ 8· [-3 r.: d . ~ &3 .: ..•• [-3 d·.. .• ... foJ;~~l~giE~o~c~*f~~:t!r ~L-__ ~·4~b~+~O~O~···_·· _______________________ 4~1~+~O~O ________________________ ~4~2+~OO~ ________________________ 43~+~O~O _________________________ 4~4~+~O~O _________________________ 4~5_+~O~O ____________________ ~ = = "" :r: ~ o z SCALE AS DES'WB DR. WB CH'RH F.B. DATE IW -.J G: o £t: a.. ~ z :5 a.. m ~ 3: -X ~ NOTED SHEET NO. z o VJ :> w Il: > m d z C1.4 OF SHEETS JUNE 28, 2012 ~'6~ 23-2010-007 / I I / ·SWALE AP ~ TW B STA 45+68. ~ ~1 EL=22.2 SWALE VPI TW B STA 46+47.2, 40.5' LT EL=22.4 ------, co / TW B STA 45+~6. 2, 63.1 RT IE=20.36, 6" HD E PERF ,,) \ p _.------ __ -f'Nn SWALE CB#;~8. TYPE 2 -48" \l1VIE-LJ.O E,W CO TW B STA 46+89.12, 27.78' RT IE=20.26, 6" HOPE PERF '? ---------.--P TW B STA 46+65, 40' RT EL=22.6 ·C.C.""~,. __ .. ir~··-·",.L··--P ..... =~=:-.!p ". .. _...... I" -_. END UD ~CI3#29. TYPE 2 -48" B 46+08.4, 40' RT '-!~ND UD RIM =21.80 TW B STA 46+29.72, 22.72' RT IE= 19.97, 6" HOPE PERF CO TW B STA 46+21.78, 22.19' RT IE=20.2, 6" HOPE PERF 26 LF 6" HOPE @ 1.00% SWALE AP TW B STA 46+32.5, 40' RT EL=22.1 IE=19.76, 6" NW,SW SEE 4 TW B STA 46+09.51, 21.59' RT IE=19.85, 6" HDPE PERF IE=19.0±, MATCH EXIST W'E@ C3.2 TYP ........... . .. . .... .. .. . ..... ... . . . ....... . ....... ... ... .. ..... . .. . . . /; -" . ') <'169 '\ \ , p ""--. ._---tJ -------------..,< ---- · . CB#Z7;TYPE 1··: ..•.. :. :TII~:D6V/N:ANCH6RlYPEi : .......•. ::," . :.. :.:::: ... :: : . ...: ........ . I" "'/r:.:Js' '0' ~i~~:·~E,t,~~E .. ... .......1~3C~A"QHORrWf@TiP •.••.••.• 1 ••.••.••.•...•.•.••.•.•.•.•.•.•.•••.•.•.••••.•...•.•.• • ••• i .................................................................................... : ........................................................................... . :::::::: ]YP: : ..... : ... ::.:<.:-::::::::.;: :.: ::::::,: ::.::' .. ::::: •. : .... :::: ::.: .. :::'::::." · . :27:·:·:'.: : . . . . ... ......... . ." ..... ., ... ., ...... .. . . .. ... .... ... ..... . . . . . . . .. _...... .... . .. . .... . . . . . .. . ",. ..,. . . . . . ... . .. ,.. . .... ,... ., . . :. ..... . .... ,. . .: . '. 80;VC· •.. :" .......... :: ;.::': : :': .. , .. :.:: •.• : . .. . . ......... ....... . . . . , .... , . .. . ........ . NOTE: 1. SEE SHEET Gl.1 FOR LEGEND FOR EXISTING AND NEW CONSTRUCTION ITEMS. 2. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING UNDER DRAINS WHERE NEW UNDER DRAINS WILL BE INSTALLED. WHERE NEW PIPE MAY CONNECT TO THE EXISTING UNDER DRAINS THE CONTRACTOR SHALL MAKE THE CONNECTION OR ADVISE THE ENGINEER IF THE INVERT ELEVATIONS AND FLOW DIRECTIONS DO NOT MATCH. 3. ALL NEW CATCH BASINS SHALL BE TAGGED WITH ALUMINUM DECAL DEPICTING THE AIRPORTS STRUCTURE NUMBER. CATCH BASIN NUMBERS SHALL BE ASSIGNED BY THE AIRPORT. 4. SEE SHEET C5.1 AND C5.2 FOR ELEVATION ADJUSTMENT OF EXISTING ELECTRICAL MANHOLES. 5. SEE SHEETS E2.1 THRU E2.5 FOR CONVERSION OF EXISTING BASECANS TO HANDHOLES. 6, CATCH BASINS SHALL HAVE SOLID LOCKING LID UNLESS NOTED OTHERWISE. -20 o 20 40 2 .•......... 27' . .. . .... ......... -. · .. .... . . .. · . · . , . ... . . . . ........ , ...... . . . .26..... .... ...... ..... . . .•. .... . ..... ,......... . ...................... ,...... 0 ... ." .. .. .. . .. .... ...... . . . . .. ... ..... ,.... .. : .. , .. : ....... :. • .... ' .•............... . ..... " . . ', ........... ,.. 0 .... 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DATE SHEET NO, C1.5 JUNE 28, 2012 ~16~ 23-2010-007 c .8 c '" 0:: r--o ;;- o '" ~ o '" ""-00 '" ""- CURVE CURVE # TAXIWAY L PLAN SCALE: 1" = 20' t5 0.. ,0 C,l ..-fJ :J \ \ \ d ~'~ ...... -- CURVE #4-"", I oq ........ ~---.~~J~~~~"'C,;·~~~~---ms~~~ I I I ....-I ,/ /..-// '):~-~---. d ---------'J;~--A· .. ----· 0 (c------~--Y:i 1--_J .. ( N TAXIWAy~IJB41t !' MO 1lJ,\ ITAXIWAY "M" / / I LL I TAXIWAY M PLAN SCALE: 1" = 20' ............................................ ,' .... , ......................................................... . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .... . . . . . . . . . . . . , .... , . · . .... ···27" .. .. . ...... ..... .. .. . .. . . . . . . . . . . . . :27.' : ..... : . : : : ...... : : : : : : . : ' : .••• : • : : : : :£iQ' : vr; .. ::::'" ........ , .. , .. ,., .•. 27 . ,. ,., ........ ,.... .:: g, .. . ........... . .......................... 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'L: 0) .... , OC! . ...... ....... .: .. ..:-.1; .... '/'<0 .. · ..... ' , .. ."'" W t'l .... : N to . ... .. ............ til::N . +,..-;" .. 26···· ..... ~ CURVE #1 PC - 1/4 = 1/2 = 3/4 - PT - CURVE #2 PC - 1/4 = 1/2 = 3/4 - PT = CURVE #3 PC = 1/4 - 1/2 = 3/4 = PT - CURVE #4 PC = 1 4 = 1 2 = 3 4 = PT - NOTE: 1. SEE SHEET Gl.l FOR LEGEND FOR EXISTING AND NEW CONSTRUCTION ITEMS. 2. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING UNDER DRAINS WHERE NEW UNDER DRAINS WILL BE INSTALLED. WHERE NEW PIPE MAY CONNECT TO THE EXISTING UNDER DRAINS THE CONTRACTOR SHALL MAKE THE CONNECTION OR ADVISE THE ENGINEER IF THE INVERT ELEVATIONS AND FLOW DIRECTIONS DO NOT MATCH. 3. ALL NEW CATCH BASINS SHALL BE TAGGED WITH ALUMINUM DECAL DEPICTING THE AIRPORTS STRUCTURE NUMBER. CATCH BASIN NUMBERS SHALL BE ASSIGNED BY THE AIRPORT. 4. SEE SHEET Cl.1 TO C1.5 FOR INFORMATION NOT SHOWN. 5. SEE SHEETS E2.1 THRU E2.5 FOR CONVERSION OF EXISTING BASECANS TO HANDHOLES. CURVE DATA TABLE STATION, OFFSET TW B STA 34+00.24, 12.5 LT TW B STA 34+14.18, 16.76' LT TW B STA 34+23.39, 28.08 LT TW B STA 34+24.71, 42.62 LT TW B STA 34+17.68, 55.41 LT TW B STA 34+88.86, 36.28 LT TW B STA 35+00.16, 27.23 LT TW B STA 35+12.95, 20.52 LT TW B STA 35+26.8, 16.39 LT TW B STA 35+41.2, 15.0 LT TW B STA 38+12.9, 15.0 LT TW B STA 38+34.7, 19.11 LT TW B STA 38+53.23 31.4 LT TW B STA 38+65.39 49.57' LT TW B STA 38+69.65 71.0' LT TW B STA 39+10.47, 71.0 LT TW B STA 39+14.73 49.57' LT TW B STA 39+26.87, 31.4' LT TW B STA 39+45.49, 19.07 LT TW B STA 39+67.45 15.0 LT :. 20 ..... 40· ELEVATION 24.23 24.15 23.97 23.75 23.52 23.75 23.88 23.96 24.00 24.01 23.69 23.63 23.45 23.1 22.75 22.87 23.16 23.44 23.62 23.68 ........ . . . . . . . . ............. ,...... 2' , .. II .. : . '" . . . .. ..,., ,... . ,. .. :'.,." . N .. ... OJ:: ~. , ... 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DAn: NOTED SHEET NO • z o IJJ :> W (t ,. ill 6 z C1.6 JUNE 28, 2012 ~'6~ 23-20 10-007 E " 00 to ~ ~ N -o N ~ N '-.. f~XIST TAXIWAY PAVEMENT, j--____ l __ _ ~-------- BEVEL GRIND EXIST ASPHALT FROM BUTT JOINT TO FULL DEPTH TO THE LIMITS SHOWN ON SHEET GZ.3 1 Jf MIN BUTT JOINT NEW TAXIWAY PAVEMENT TAXIWAY L SECTION EXIST TAXIWAY PAVEMENT~ j---- ~-- 1 )f' MIN BUTT JOINT BEVEL GRIND EXIST ASPHALT TO FULL DEPTH TO THE LIMITS SHOWN ON SHEET GZ.3 NOT TO SCALE 1 Jf MIN RECONSTRUCTION AREA TAXIWAY M SECTION NEW TAXIWAY PAVEMENT NOT TO SCALE 1 )2" MIN BEVEL GRIND EXIST ASPHALT TO FULL DEPTH TO THE LIMITS 1.W MIN Bun JOINT SHOWN ON SHEET PAVEMENT TAXIWAY N SECTION NOT TO SCALE ASPHALT CONC PAVEMENT GALV #4 REBAR PORTLAND CEMENT CONCRETE (P-610) ASPHALT CONC PAVEMENT PORTLAND CEMENT CONCRETE (P-610) C1~.5 12" PAINT SURFACE OF CONCRETE TYPE 1 TIE DOWN ANCHOR DETAIL NOT TO SCALE 12" FLUSH MOUNTED TIEDOWN ANCHOR RING, ATTACH Wi 3M EPOXY OR APPROVED SUBSTITUTE TYPE 2 TIE DOWN ANCHOR DETAIL NOT TO SCALE 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 TIE DOWN ANCHOR LOCATION TW B STA 34+43, 52' RT TW B STA 34+59, 52' RT TW B STA 35+17, 52' RT TW B STA 35+42, 52' RT TW B STA 36+09, 52' RT TW B STA 36+27, 52' RT TW B STA 37+04, 52' RT TW B STA 37+20, 52' RT TW B STA 37+67, 52' RT TW B STA 37+83, 52' RT TW B STA 44+40, 49' RT TW B STA 44+60, 48.5' RT TW B STA 44+82, 47' RT TW B STA 44+99, 46' RT TW B STA 45+ 13, 46' RT TW B STA 45+25, 49' RT TW B STA 37+04, 67' RT TW B STA 34+43, 42' RT TW B STA 34+59, 42' RT TW B STA 35+17, 42' RT TW B STA 35+4Z, 42' RT TW B STA 36+09, 42' RT TW B STA 36+27, 42' RT TW B STA 37+04, 42' RT TW B STA 37+20, 42' RT TW B STA 37+67, 42' RT TW B STA 37+83, 42' RT SCHEDULE ANCHOR TYPE TYPE 1 TYPE 1 TYPE 1 TYPE 1 TYPE 1 TYPE 1 TYPE 1 TYPE 1 TYPE 1 TYPE 1 TYPE 2 TYPE 2 TYPE 2 TYPE 2 TYPE 2 TYPE 2 TYPE 1 TYPE 1 TYPE 1 TYPE 1 TYPE 1 TYPE 1 TYPE 1 TYPE 1 TYPE 1 TYPE 1 TYPE 1 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5565 JUI. -3 (011. nL'J NOTE: i' ,I .... . 1 IF ''L'' DOES NQT;:MgA;l.IJRE 1" 't-ADJUST SCALES ACC0RDIi!JGLY. ~L-________________ --------------~--------------------------------------~------------------------~ = = C'.I "" ="=' :::l C/) 3: C/) ......, "" :::: 1/'5 ..c:: ~ ,..-, = C'.I r-- W ~ Z 1-" ~(/) a.. 0::1-<co:::: -lO ~o.. uO:::: z« ~ I zm ~« zI wW 0:::0:::: I Zm ~ a5~ 0:::3: u.. -oX ~~ u I ~ 0 Z ..... = C'.I = 0> = = 0 = ---= g',..-, .-I -= ~ en ..... ~r-- L.O --" ~ ~ "-' J::: c1::i 0.... ~ ~ Cl Cl z « (f) Z 0 ~ () W (/) c.!) Z ~ a.. z o if) 5 w n: > m d z SCALE AS NOTED DES'WB SHEET NO. DR. GPM e1.7 CH'RH F.B. OF SHErn DATE JUNE 28, 2012 ~'6E 23-2010-007 en " <:l ci '" o I r--o o n /' c .~ Ul '" o { o e-« c o +-' C '" Cl:: r-.. o ° /' o -o '" /' n '" /' E 1J -o o '" -o '" "-L() 32 31 30 29 28 32 31 30 29 28 32 31 30 29 28 130 120 110 100 80 70 60 t}O 40 30 20 10 o 10 2.0 30 40 60 70 100 110 120 FINISHED: GRADE <t 35.8' 34.8': 20.0' 1-:-:-:-sHoiJlDER~T·~· . ~ ... ~ .. -:-:-... :-:-:-. '0' . AXiWA~· .~ .. --:-:-.. -:-:-. :-:-:---:-:-.. ~·r .-:-:-.. ~ ... :-:-:-.. --:-:-.. :-:-: ... TAXI\~ .. -:-:-... :-:-:-.. ~ .. :-:-: ... -:--:-.. r~fioo;~-:-r·:.-:-· .~ .. ~ ... ~ .. ~. ··1 .................. .. EXISTING: GRADE w E EXISTING :GRADE ~~ ~~~~ .. ~. ~ .. ~ ... ~ .. ~ ... ~ ... ~: .F£ .. ;,:;:. -';':'::""'~' F. '"'" .. ~.:.:::: .. = .. ~ .. ~ . .'~,! ... ,::'. . . .... > ~ . -~ . . ~:.. .~ . ~ .' -; .. . ' '" • • j . ,. ", ~ . ~'. • • A. ~. ' .. ~ , . --T UNDISTURBED :EXISTING GROUND EXISTING GRADE . . . . . . . . . . . . . . . . . . . . . . . . -... , ... , ............... . . ......... . 4" ASPHALT PAVEMENT 11" : ASPHALT PAVEMENT 4" ASPHALT PAVEMENT 6" (".:RUSHED BASE COURSE L--6" CEMENT-TREATED BASE COURSE L-_ 6" CRUSHED BASE COURSE UNDISTURBED EXISTING GROUND 7" SUBBASE COURSE ---'-----' L-_--'--7" SUBBASE COURSE . . TYPICAL SECTION STA 12+50 ....... --=-~~~~=.!.!.:::::.!.!...---=~~..:::....:~::::.-.............................................. . NOT TO SCALE 20.0' w E 34.1' : : 33.4' SHOU . FINISHED GRADE • ,to. .- . '. '~:" .• " •. ~.J> • .-~ ':, .. ..... " , " . -. ~. • ~. • .' 1>.. .'!>'. '.~ _ , ",' J' . ~ • .'. '. • • • _ .b._ •• ,,: .... ' •• ,' •• to:, ~", '.~'~: ~"'~ , . . '-'j . ' ... ". . . ~. Ir •• _ •• f:>' . . . . . . . . .. . ........ t' . SUB~A;;E C.oLJR~~ ... . 4" ASPHALT PAVEMENT '---6" CRUSHED: BASE COURSE TYPICAL • SECTION STA 12+75 -..:"-!..!~:..:....:.:=-:::..::=-:~..:....:....---=::..:.:.....!..-...:...::...:....:.....:::....-............ . NOT TO SCALE UNDISTURBED· EXfST1NG· GROUND· w E tt : 26.5' 30.0' I TAXIWAY . . . . . . .. ............................ . '75.7 TAXIWAY RUN-UP APRON . 51.6 ::mvvL..uER . '. ~ ': . p... ... . , p: ...... . p. • ... '. ~. . ... />' ./> ' •• ' .. . 11:' . A$PHA~T . PAVEMlONT .... . . . L-_ .. 6" CEMENT-TREATED BASE COURSE 50.7 SHOULDER 1.1.1 Z ::J 1.1.1 (/) . L5. ........ ..J. .......... . EXISTING: GRADE MATCH EXISTING TAXILANE UNDiSTURBED EXISTING GROUND EXISTING GRADE 32 31 30 29 28 32 31 30 29 28 32 31 . '(VAR\(S) ..:.1 FINISHED: GRADE ASPHALT PAVEMENT (THICKNESS VARIES) UNDISTURBED· EXISTING GROUND .. TYPICAL • SECTION STA·14+75·, NOT TO SCA~E 130 120 110 100 90 80 70 60 50 40 30 20 10 o 10 20 30 ~\. 30 ''''11' ,: .... · -.} t;)(_ : <.~'n')if)p f!, :.","',) • '". /:'>-:;(Y"rJ .• ," ~ ." • i .... , • p' .'. . ..... " • /> ~ :.:. ~ : /> • 't> ". ,. '., :," ••. . . .' .Ii />. .: • JU/ , · . 2'ki1 · "::J111 . ............ , ....... , ... /(~--;)/-:" .......... . • OALL 48-':'H·QUBS : . . ·~z.:::--if/ .~~'li::::·." . • BEFORE YOU'lolG UNDISTURBED EXISTING GROUND 11". ASPHALT pAVEMENT '----6" CEMENT-TREATED BASE COURSE . . ................................................. .1~$OO~4a4~6666 .. 40 50 60 70 80 90 100 110 120 PRELIMINARY ................ ........ "~ NOTE; I . I IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. '" "-<D 0L-________________________________________________________________________________________________________ ----------------------------------------------------------------------------------------____________ ~ = = C'-J z ~O 0-(L~ o::~ « - ...J-.J «-(LCD (3« z::C ::>W ~O:::: z ~:?! zW ~ .... I~ z(f) ° !zCD w 0:: u-~ 0:;:: ~- u X ~ (f) Z o t5 w (f) -.J () -CL ~ z o UJ :> w a: 6 z SCALE AS NOTED DES'WB DR. WB CH. RH F.B. DATE SHEET NO. C2.0 DECEMBER 2011 FlLE NO. 23-2010-007 ~---------~--~------,--- .... , .......... . · . -. . . . . . 120 110 100 90 ao 70 60 5:0 40 10 o ....... ···········w···:· 20.0 . . . . . . . . . . . . . . . . . . . . . . · ....... . 25.0' : : SHOULDER: TAXIWAY 10 20 30 40 50 ··E···:······· . ........ : 25.0' 48.3 TAXIWAY • SHOULDER 60 70 w z :J ao 90 100 110 120 EXrSTING GRADE · ..... , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .............. ... , ............. . . . . . . . . . . ! . . . . . ......... w (f) ~ ....J FINISHED GRADE 29 ~~~ti~· .~ .. ~ .. ~: ~ .. ~.; . . . : . . . . . :.;..-:. : ~ n~I·.::;rr ~ nl-~:-Jll=:'-: . . . ~ _ , ...... -""i n-,. --I i 1~-11 -·-1 ,-. .: I-·C::'I'II=:I ! 11-':-"11 1=::11 11", :111'::::111--:- • . ,----I _. .-,.,--I ,.~ , _'il 'II:~::::III-. ': ,.. '. ,... . li.-I··' . ~" .. ~; ... , .. ~ill¥t~ · ................................... . EXISTING: GRADE . . . . .. ~ '", ': t>. ~ :. ·.·.to • UNDISTURBED EXISTING GROUND :27 ......--~ , 'O'-;-ie' .. '70" , •• " ASPHALT PAVEMENT (THICKNESS VARIES) 6" CEMENT-TREATED BASE: COURSE 11" ASPHALT PAVEMENT UNDISTURBED EXISTING GROUND · . . TYPICAL SECTION STA 17t50 NOT TO SCALE w . 12.5' 12,5' E . TAXIWAY TAXIWAY: FINISHED FINISHED' GRADE 25 EXISTING: GRADE 24 ---. 23 . . UNDISTURBED EXiSTING GROUND 22 ... 4': ,ASPHALT . PAVEMENT ................................... . UNDISTURBED EXISTING GROUND 14" SUBBASE COURSE ~-.-6" CRUSHED BASE COURSE · . .............................................................. . TYPICAL : SECTION '~'STA32+75' 26 N 24 U .............. . 1 r---o o '" ./ c .'2' (J) ., o ./ t o 0.. '-« c 23 o .............. . ~ C <I! 0:: ,.... o !,!OT TO SCA~E w : 14.5' 12.5' : E 27.0' 10. . . ... FINISHED GRADE EXISTING GRADE . . . . . . . . . . . . . . . . . . .. ................ . .................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . ..... ,.,", .. "... . ................. , . . . . . . ................. . UNDISTLIRBED EXISTING GROUND ° -6 21 1:4" SUBBASE COURSE 6" CRUSHED BASE COURSE 4" ASPHALT PAVEMENT ~ o N ./ n N ./ · ........... , ........ . E············ o ~ · . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , ...... . . . . . . . . TYPICAL . SECTION· ""'" .. STA ·35+50 ....... • ............. . NOT TO SCALE MATCH: EXISTING EXISTING GRADE UNDISTURBED EXISTING GROUND 31 29 28 26 25 24 23 22 26 25 24 23 22 · . JUz , J • • 21 if). . ' lUll CALL' 4S fiHOUaq,S, BEFORE YOU DIG)) 1 .. 800~424-e;66~ .• o o 120 110 100 90 80 70 60 50 40 30 20 10 o 10 20 30 40 50 60 70 80 90 100 110 120 PRELIMINARY · . o N '--.. m N '--.. <D ............~ .... NOTE: I I IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. 0L-__________________________________________________________________________________________ . __________________________________________________________________________________________________________________ .J = = <""J (f) Z o ~ (f) -.J C3 -0.. ~ SCALE AS NOTED SHEET NO. z o If) 5 w 0:: ,. • d z DES'WB DR. WB CH'RH C2.1 F.B. DATE DECEMBER 2011 ~'~E 23-2010-007 ~----_._-------. _. -- 130 120 110 100 90 80 7:0 60 50 40 30 20 · . . . . . . . . . . . . -. . . . . . . . . . . . . . . . · . :25 · . . .................. . · . ....... -.................... , , , . , . , ............ . . ................... . · . · . . . : FINISHED: GRADE " ., 10 o 10 20 30 40 50 60 70 80 W : 13.3' ~ : E 1 r·::.rAixiiijIW~AYY.· -:-:-I-:-:-:~~~r·-:""· :-:" .. -:"". :-:" .. ~~~~-:-:-:--:-: .. -:-. -:-.1 .:....~ .. "'-.l-: .. -.1 .. :. ......... :..................... .. . . «. If). 1-. MATCH EXISTING EXISTING: GRADE 90 100 110 120 : 25 . ..................... . 24 :24 ........................................ -............ . . . . . . . . . . . . . . . . .. , ...... , , ........... , ., ...... . . ............................. , ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , ........ . · . ~~~~ .. . . . · . . . 23 · . . , ......... , , ' . , . , . , . , , , , , . , . , . , .. , , . , . , .. , . ' . , . , . ' . , , , . ' , , , , , , , , , , .. . , . , . , . , . , . . , , , . ' , ' . , . . . . . . . . . . . . . . . . . . . . . . . , . , , ..... . · . . · --· . 22 . , . , , , , , . :22 ~N'Ir::':::1 ........ ' .......... ' .......... ' .......... ' .......... ' .......... ' .............. . · . , . . . . . . . . . . .. 21 : 21 . . . , . , . ' . , .. , . , . , . , ' , , .. ' ... , . ' . ' . , . , . , , , ... , . , . , , , , .. , . , . , . , . , . , . , . , . , .. , . , , ... , .. , . , . . . . , . , . , . ' . , , ' . , . , . , . , . , . . , . . . , , , . , . , , , . , , ' , , . , ....... . 4" ASPHALT PAVEMENT' .. . , . ' ... , ' .. , , , ' , , , ' , .. , . ' . , .. , . , . , . , . , . , .. , . , . , . , . , .. , . , . , . , , , , , , , , .... , . · ... , . ' . , ' . , ' , , , , . , , , . , .. , , , , . . . . . . · . UNDISTURBED. EXISTING GROUND 14" SUBBASE COURSE L-.._ 6" CRUSHED BASE: COURSE · . , .,.,., .. , .. ,.,"' .. '.,,'.,.,., .. . . . . . , , , , . , ..... , .. , ' , . ' . , . , ..... ' . , . ' , . ' , . ' . , . , . , . , . , . , ... , ' . . TYPICAL: SECTiON STA 40+00 ............. ......!:..:.,.:..~-=-~~.:..:.;::.:..;:..---=;..:.:.;.:~..:....:~~ NOT TO SCALE . . · ' . , . ' . , . , .. , . ' . , . ' . , . , .... , . ' . , .. , . , . , .. , ' , .. , . ' . ' . , ... , . , . ' , . ' . , . , ' . , ',' .. , . , . ' , ',' , . , . , . , , , ... . , .... , , , , , . , .. , , , , . , , .. , , . , ........ , . . . • E 27.0' 29.4' 1-7T;~rl~lfwA;;~· :-·r .'-:-: .. -:-:-.. ~~~-:-:-.. -:-:-.. :-:"" .. ·:-<:-·1 I~· .-:-:-.. -:-:-.. -:-:-. ~~-:-:-.. ~ .. :-:"" .. :-:-: .. ·-:-:-··1 ...................................... . :25 · , . , . , . , . , .. ' . . . . , . . , . , , , , . , . . ' . . . . , . , .. , , , , , . , , , , . , . , . , .. ' . ,. ., , . , , . .. ." .. "',.,',.,.,.,. . . . , , . . , . . . , . . , . , . . . . , . . FINISHED. GRADE 24 , ,",., .... , ... , . ' .. ' 23 . , . , . ' . , .. .,.,..., --'-· . . , . . , , , ' , , ' . . . , · . . . . .... , , ' , ' , ... , , . . .. ......... .,.,." 22 · . . UNDISTURBED. EXISTING GROUND 21 . . . , . , .. . . , ' , . , ... , · . . , . ' . , ........ , ' , ' . , .. , . , . , ...... , ' , , ' , . , . , , , ..... , , ' .. , ....... , , , .... , , ' ..... , . , . ',' . , .. , . , . ',' , ... , , ' . , . , .. ' , , , ... , . 20 TYPICAL. SECTION ... , , .. , ' . , , . , . , ... , ...... , , , , .. , , ' . ' ..... , , , ' , NOT TO SCALE 0> ;< "1J o N U .... I ..... o o t') ./ c g ~ : '" .. ,., .... , ... o ./ t . o "-~ <i' c o ~ c OJ 0:: ..... o . . . , ... , ..... ' , .... ' . " ,.,.,', ... ,., .. ,' ' . , . ' . , , . . . . , . , .. , .. , . , . , , . , ..... , . , . , . ' . , ' . , .. , ...... ,. . .. , ... ,." ...... ,....... ., ... ,. . ..... , , , ' , . ' ... , ' .. , . , . , . MATCH EXISTING . , . . . . . , . . . . . , . EXISTING GRADE .. .. 4"ASPHALT PAVEMENT' ..•.......... > ....... . . . 14" SUBBASE COURSE L..-_ 6" .CRUSHED BASE COURSE STA 44+25 . . . . , ... , . , .... , ... , . , .... , . , ... , ..... . 25 24 • 23 • 22 .. , . , ... , , , , , . , , , . , , , , , . , , .. " . 21 20 . . , . . , , , ' . , . , , . . . , . , . . . , . , . . , '/'"1., · \">lf~" " . "' " .,i' -· ..,.' ":/;-r,;. • " i f'" .-, :;"',"'-'~un : JUt • • -'310IZ ° ./ o : ...... . . . . , , . , ...... , ..... , .... , ... , , . , , , , . , ..... ' , , .... , ... , . . , ..... , . . .. . .... , .... , .', ... , . , .. ,', . ,. . ,'/~i,'; .: /':-,_,_ . , .. ,. : . . CALL 48HOOR8~~ ~ . . o N ./ t') N /. E o N o o ~ N ~ o N '-, 130 120 110 100 80 70 60 50 40 30 20 10 o 10 20 30 . . . . . . . . . . . . . . . . . . , . , ........................ . . . 40 50 60 , . <:)0c)) BEFORE YOU DIG . . . . . . . . . . . . . . . . . . ...................................... 1~8()()~.24~~«566. 70 80 90 100 110 · . 120 PRELIMINARY ............... JIL'" ..... NOTE: I I IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. L{) N "-<D 0L-____ ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------~ (f) z o t5 w (f) ....J « <.> -a.. ~ z o IJI '> w er: ci z SCALE AS NOTED DES'WB DR. WB CH'RH F.B, DATE SHEET NO, C2.2 CF SHEETS DECEMBER 2011 ~'~E 23-2010-007 c o ~ C G! Q: C- O o / o ~ o 01 / n N / E Q ('I o N SEC. 7 & 18, T. 23N., R. 5E., W.M. MUNICIPAL T/CLAYTO AIRPORT STAFF Airport Manager -Ryan Zulauf Assistant Airport Manager -Jonathan Wilson REID MIDDLETON Project Manager -Kurt Addicott, PE Project Engineer -Randy Hall, PE Project Designer -Wade Brooks NOTES: 1. AREA OF ENTIRE PROPERTY = 169 ACRES. 2. AREA OF WORK: PHASE 1 = 1 04,700 SQUARE FEET PHASE 2 = 236,645 SQUARE FEET 3. SOIL TO BE ADDED, REMOVED, OR RELOCATED: PHASE 1 = 4,050 TONS OR 2,250 CUBIC YARDS PHASE 2 = 12,060 TONS OR 6,700 CUBIC YARDS (FIGURES INCLUDE A COMBINATION OF BORROW MATERIAL, GRAVEL, AND ASPHALT). 4. TYPE AND LOCATION OF FILL ORIGIN, AND DESTINATION OF ANY SOIL TO BE REMOVED FROM SITE WILL BE DETERMINED AFTER SELECTION OF SUCCESSFUL BIDDER. TAXIWAY B ~)YSTEM REHABILITATION AND AIRFIELD SIGNAGE MODIFICATIONS PORT ANGELES FEDERAL AVIATION ADMINISTRATION AlP NO. 3-53-0055-024 OCTOBER 17, 2012 PERMIT NO. LUA 12-052 GRADIN.G PLAN CANADA ----USA----------- PROJECT SITE VICINITY MAP NOT TO SCALE RENTON MUNICIPAL AIRPORT LOCATION MAP NOT TO SCALE Sheet G1.0 GU 01.1 C1.2 01.3 C1.4- C1.5 C1.6 C1.7 C1.8 C1.9 01.10 FI -L SHEET INDEX Description COVER SHEET AND SHEET INDEX LEGEND AND ABBREVIATIONS TAXIWAY B GRADING PLAN &. PROFILE TAXIWAY B GRADING PLAN & PROFILE TAXIWAY 8 GRADING PLAN &. PROFILE TAXIWAY B GRADING PLAN &. PROFILE TAXIWAY B GRADING PLAN &. PROFILE TAXIWAY B GRADING PLAN & PROFILE TAXIWAY B GRADING PLAN & PROFILE TAXIWAY B GRADING PLAN &. PROFILE TAXIWAY B GRADING PLAN &. PROFILE TAXIWAY B4 & 85 GRADING PLAN &. PROFILE City G'f ::.~i) ~nl·l P::·::ni 1,i:,C) !-:}I',:lsion OCT 1 8 lUi1 728 134th Street SW . Suite 200 Everett, Washington 98204 Ph: 425 741-3800 (') I "-. (') (') "1 // 0' C u E' (') / '" <lJ UJ o .L [L / ;':::: E L QJ [L / c '" . iii QJ (') / t o E-« ~ ABBREVIATJONS @ & APCH AP APPROX ARFF ASOS BLDG BM BOP CB CO b. 01 E EL/ELEV ELECT EOP EP EXIST HOPE HORIZ IE L LP LT AT AND APPROACH ANGLE POINT APPROXIMATE AIRCRAFT RESCUE AND FIRE FIGHTING AUTOMATED SURFACE OBSERVATION SYSTEM BUILDING BENCHMARK BEGINNING OF PROJECT CATCH BASIN CENTERLINE CLEAN OUT DELTA DUCTILE IRON PIPE EAST, EASTING ELEVATION ELECTRIC, ELECTRICAL END OF PROJECT EDGE OF PAVEMENT EXISTING HIGH DENSITY POLYETHYLENE PIPE HORIZONTAL INVERT ELEVATION LENGTH LOW POINT LEFT MAX MAXIMUM MIN N NBO OFZ PAPI PC PI POC POT PT R REIL RT ROFA RPZ RSA RW SD SS STA T THRU TOFA TSA TW TYP UD VASI VERT VPC VPI VPT W/ MINIMUM NORTH, NORTHING NON-DIRECTIONAL BEACON OBSTACLE FREE ZONE PRECISION APPROACH PATH INDICATOR POINT OF CURVATURE POINT OF INTERSECTION POINT ON CURVE POINT ON TANGENT POINT OF TANGENCY RADIUS RUNWAY END IDENTIFICATION LIGHT RIGHT RUNWAY OBJECT FREE AREA RUNWAY PROTECTION ZONE RUNWAY SAFETY AREA RUNWAY STORM DRAIN SANITARY SEWER STATION TANGENT THROUGH TAXIWAY OBJECT FREE AREA TAXIWAY SAFETY AREA TAXIWAY TYPICAL UNDERDRAIN VISUAL APPROACH SLOPE INDICATOR VERTICAL VERTICAL POINT OF CURVATURE VERTICAL POINT OF INTERSECTION VERTICAL POINT OF TANGENCY WITH ---------------~-~------- LEGEND (EXISTING) °co @ [J lEj OR [SJE.J8 I><l wv -.. -.. -----SD -------. [,'-'-.'~'~--. -'-.. I .~-"'--I L_._, __ " ('"'' ," :~~,~"'"'.-~c,=. BRASS CAP SURFACE MONUMENT REBAR & CAP SANITARY SEWER CLEANOUT STORM DRAIN MANHOLE CATCH BASIN ELECTRICAL JUNCTION BOX SIGN WATER VALVE STORM LINE WATER LINE FENCE LINE GAS LINE BURIED POWER LINE PROPERTY LINE BURIED AIR LINE RUNWAY EDGE LIGHT TAXIWAY EDGE LIGHT TAXIWAY EDGE REFLECTOR ROCKERY UNDISTURBED EXISTING EARTH AIRFIELD SIGN LEGEND (PROPOSED) NEW ASPHALT CONCRETE PAVEMENT NEW PCC CONCRETE PAVEMENT -C--C--C--C-CUT CATCHLINE - F F F F --FILL CATCHLINE ) ) ~ SWALE GRADE BREAK LINE -----UD--------UD-----UNDERDRAIN (SUBDRAIN) STORM DRAIN -----SD 5D----- Ii ! j ! ! ! ! i I Ii! I i I !, I!! 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'. ... : .. . . ..... . . . · . . . . .. . : .. :: : BEFORE YOU DIG . . . .... .. ...... . : ...... : • . . 1 .. 800 .. 424~6.655: : .. .. .. . ... :.: ..... PERMIT SET :: :: : : .: '. . :Jll ~. ::.::.:: . ' •.. NOT!;;: • .... J 'd . ... ...' . J ....... . IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. = = "'" ~ li: o 0.:: a.. Q Z « z :5 0... <.!) Z -Q ~ <.!) I.() CD ~ ..q- CD ~ ~ g z o III '> w (t d z SCALE AS NOTED SHEET NO. Df'. WB B--c,,'-:':. R-=-H --lIe 1 . 1 0 F.E! • OF S~IEETS DME OCTOBER 2012 ~'t;: 23-2010-007 ~ ::J /' '" Q) Ul o ..c 0.. .;; E L ill 0.. /' c 0' Ul (]) o ~ L () "-L ~ c o .~ c (}) it: C'-o o /' o - SEC. 7 & 18, T. 23N., R. 5E., W.M. TON MUNI IPAL AIRPORT /CLAYTON T AXIW AY B ~SYSTE REHABILIT ATION AND AIRFIELD SIGNAGE MODIFICATIONS AIRPORT s"r AFF Airport Manager -Ryan Zulauf Assistant Airport Manager -Jonathan Wilson REID MIDDLETON Project Manager -Kurt Addicott, PE Project Engineer -Randy Hall, PE Project Designer -Wade Brooks PORT ANGELES FEDERAL AVIATION ADMINISTRATIO AlP ~~O. 3-53-0055-024 OClrOBER 17. 2012 PERMIIT GENERAL CANADA ----USA----------- PROJECT SITE VICINITY MAP NOT TO SCALE NO. LUA 12-052 UTILITIES PLAN RENTON MUNICIPAL AIRPORT LOCATION MAP NOT TO SCALE Sheet G1.0 G1.1 U1.1 UU! U1.3 U1.4 U1.S U1.6 U1.7 . U1.B UU) U1.10 FI-LD SHEET INDEX Description COVER SHEET AND SHEET INDEX LEGEND AND ABBREVIATIONS TAXIWAY B GENERAL UTILITIES PLAN T AXIWA Y B GENERAL UTILITIES PLAN TAXIWAY B GENERAL UTiliTIES PLAN TAXIWAY B GENERAL UTiliTIES PLAN TAXIWAY B GENERAL UTILITIES PLAN TAXIWAY B GENERAL UTILITIES PLAN TAXIWAY B GENERAL UTILITIES PLAN TAXIWAY B GENERAL UTILITIES PLAN TAXIWAY B GENERAL UTILITIES PLAN TAXIWAY B4 8. TAXIWAY BS GENERAL UTILITIES PLAN City of RenWn ;)ianning Division OCT 1 8 10;/ 728 134th Street SW . Suite 200 Everett, Washington 98204 Ph: 425 741-3800 PERMIT SET -NOT FOR CONSTRUCTION ".. Cl -~----------------------------------------------------------------------------------------------------------------------------------------------~ c o C <lJ 0:: f'-o o /' o E Q. n N N ABBREVIATIONS @ & APCH AP APPROX ARFF ASOS BLDG BM BOP CB It CO l;. 01 E EL/ELEV ELECT EOP EP EXIST HDPE HORIZ IE L LP LT AT AND APPROACH ANGLE POINT APPROXIMATE AIRCRAFT RESCUE AND FIRE FIGHTING AUTOMATED SURFACE OBSERVATION SYSTEM BUILDING BENCHMARK BEGINNING OF PROJECT CATCH BASIN CENTERLINE CLEANOUT DELTA DUCTILE IRON PIPE EAST, EASTING ELEVATION ELECTRIC, ELECTRICAL END OF PROJECT EDGE OF PAVEMENT EXISTING HIGH DENSITY POLYETHYLENE PIPE HORIZONTAL INVERT ELEVATION LENGTH LOW POINT LEFT MAX MAXIMUM MIN N NBD OFZ PAPI PC PI POC POT PT R REIL RT ROFA RPZ RSA RW SO SS STA T THRU TOFA TSA TW TYP UD VASI VERT VPC VPI VPT W/ MINIMUM NORTH, NORTHING NON-DIRECTIONAL BEACON OBSTACLE FREE ZONE PRECISION APPROACH PATH INDICATOR POINT OF CURVATURE POINT OF INTERSECTION POINT ON CURVE POINT ON TANGENT POINT OF TANGENCY RADIUS RUNWAY END IDENTIFICATION LIGHT RIGHT RUNWAY OBJECT FREE AREA RUNWAY PROTECTION ZONE RUNWAY SAFETY AREA RUNWAY STORM DRAIN SANITARY SEWER STATION TANGENT THROUGH TAXIWAY OBJECT FREE AREA TAXIWAY SAFETY AREA TAXIWAY TYPICAL UNDERDRAIN VISUAL APPROACH SLOPE INDICATOR VERTICAL VERTICAL POINT OF CURVATURE VERTICAL POINT OF INTERSECTION VERTICAL POINT OF TANGENCY WITH LEGEND (EXISTING) @ [] [EJ OR l81EJB LL IXIwv BRASS CAP SURFACE MONUMENT REBAR & CAP SANITARY SEWER CLEANOUT STORM DRAIN MANHOLE CATCH BASIN ELECTRICAL JUNCTION BOX SIGN WATER VALVE STORM LINE WATER LINE FENCE LINE GAS LINE BURIED POWER LINE PROPERTY LINE BURIED AIR LINE RUNWAY EDGE LIGHT TAXIWAY EDGE LIGHT TAXIWAY EDGE REFLECTOR ROCKERY ::nl=IlT-':nT::-~-m: UNDISTURBED EXISTING EARTH -"1'-__ ·_·_:'_P""~, __ q"""-·· ___ :W" ___ , ___ :- c:c:= AIRFIELD SIGN LEGEND (PROPOSED) NEW ASPHALT CONCRETE PAVEMENT NEW PCC CONCRETE PAVEMENT -c--c--c--c--CUT CATCHLINE -F F -F F --FILL CATCHLINE ) :> -+ SWALE -----UD-------UD----- -----SD 5D----- GRADE BREAK LINE UNDERDRAIN (SUBDRAIN) STORM DRAIN II ! I ! ! ! ! I ! I I ! ! I ! Ii! ! I I ! ! j ! ! iii I ! ! ! I I I I ! II TRENCH DRAIN @ + l1li @ --RSA -RUNWAY SAFETY AREA --ROFA RUNWAY OBJECT FREE AREA --TSA - --TOFA --APCH -.-RPZ- TAXIWAY SAFETY AREA TAXIWAY OBJECT FREE AREA PART 77 APPROACH SURFACE RUNWAY PROTECTION ZONE BRASS CAP SURFACE MONUMENT REBAR/CAP CATCH BASIN, TYPE 1 CATCH BASIN, TYPE 2 STORM DRAIN CLEAN OUT City of Renton PI;jrH1in~J Division ocr 18 Nil YARD DRAIN NOT FOR CONSTRUCTION CALL 48 HOURS BEFORE YOU DIG 1 .. 800 .. 424 .. 6666 PERMIT SET "L" NOTE: I • I IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. (f) z o ~ ~ a::: CD CD « o z « o z w (!) ~ SCALE AS NOTED SHEET NO. z o (f) ;:; W Ir ~ < o 6 z DES"WB DR. CM CH. RH G1.1 F.B. OF SHEETS DATE OCTOBER 2012 ~'~: 23-2010-007 ! I a> " -0 ~ :::J I ~. 0 0 "' /' if> '" ;2 :;:; :::J /' C'J '" '" " £: CL /' '" E ~ Q) [L /' c a> :v; '" 0 /' t 0 "-~ c 0 ~ c v Do: I~ 0 0 /' a a N /' "' N ~ E 0-ro "' N a N " r- " a / I I I ! I ! ! I I I I I J ! I I I I I I / / I I TW B iTA 11+00 MATCH,! POINT, BEGIN PHASE! 2 CONSTRUCTION I I / I I / I / ! I (j '_I . (r,' i i ! I I I I ) ( I ) I I / I I BEGIN REMOVAL OF EXISTING UNDER DRAIN I I I I / I I ! I I / ! I I I I I / I I NEW TAXIWAY EDGE LIGHT, TYP 12" WATER MAIN i / I ':j VJ , i , , I ( I I I ( , I I ) / / / / SEC. 7 & <tt~ J~?' 18, T. 23N., ,-,,::1 ""'-''-17 LF 6" HDIE ,: CB#1, TYPE 2 -48" WI AIRCRAFT RATED FRAME & GRATE / I / / / BEGIN REMOVAL OF EXISTING WATER MAIN I : INSTALL 96, 6"j HDPE I I / ( I l I / I ) I NEW 12" WATER MAIN BEGIN: REMOVAL OF EXIS9NG STORM DRAIN / / / -:0 / \ I 266 LF 18" DI R. 5E., W.M. / / I / ./ I / ! / < / \ // \ / \ / / \ // <:;<J 'v/ >/' ,," ;,\ /' NEW SLOT DRAIN --,\, , , <' 5) c()'-. / ~~-.' HORIZONTAL SCALE IN FEET -.siiJ.~-:!""'-: -, 20 0 20 40 City of Renton PJ(J1111ing DiVIsion OCT 1 8 ,011 NOT FOR CONSTRUCTION CAll 48 HOURS BEFORE YOU DIG 1--800--424 .. 5666 PERMIT SET tlLfJ NOTE: I • . I IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. = = "" <l.) :-'=' => C/) ~ ~ (l.) ~ ~ (/) ...c: ~ ,...., - 00 "" r-- z ~ 0 0 ~ CL a:: « ~ ~ ::J -CD ° « z J: ::J W ~ 0::: z !2 ~ Z W w a:: .- (f) >-z en !2 CD z w a:: ~ LA- 03:: ~--X 0< ~ ...".. = C'J 00 0'> c: --S c:n .E ...c: = ~ ~- ~ ~ (l.) ti':i = = 00 ,...., I -...".. r-- l.r.> C'J ...".. ..c: ~ z :5 0.. (f) w i= ::J i= :::::> ....J ~ W Z W (!) CD >-~ -X ~ z o iii 5 w 0:: ~ < o o z SCALE AS NOTED DES:WB SHEE'r NO. DR: WB U 1 .1 CHi RH I'".B. OF SHEETI; DATE OCTOBER 2012 ~'6~ 23-2010-007 c .s c Q) "" f'-. a a ./ a E 0. '" '" >0 1008 CB#2, lYPE 1 AIRCRAFT RATED FRAME & GRATE 22 LF 18" DI '115+00 CB/f4 lYPE 2 -48" AIRCRAFT RMED FRAME & GRATE 130 LF 18" DI I-'W;;;il-+----W-----IW-----W----+--W--+---,. SEC. 7 & 18, T. 23N., R. 5E., W.M. ( / / / i // CB#7, lYPE 2 -48" / 135 LF 18" HDPE r-I ~-( ) -.. -- BERM i BEGIN SWALE ~ , . \ / I ~ ---7) ~ . --~ .. ~ .. -'T---7 -~) .. I a BIOFILTRATION SWALE (fl /-~ ~-. -~---~''''-... ",,",",-~ --'''------/ "'-.,' --~ ~ -'---,,/ --.., .------.. F' ... .... ..... I' -.. -.. -....... :$: .... , ,,---00'7 I I I _~~~=~\ :::::::::lm:==::!:::::==::lm:~===t=::SII======:3S..JT--"'::"-?· . I _---SO "I _-.......,1-50 ----50 \ / NEW 12" WATER MAIN -'\-7) .. ---7:;;0 .. ---7) .. -'--7 ----, / ..- =>1 ..... , ~I ttil (/)1 o o + Lf'.) ...- ;1 -------SD ~--_r~~iO-~~~~~~-- C310S7 ){:M-28.08 :J I " ~~~~~~~~~,~II~~~Ii~ ~ I ! I ,I!. to (I) \ ,---~ .. 1 ).. ).. ) .. ---7 --~M. ___ "". so -~~ -',"---ROFP\'" 59 --" -SIWPA " " " " " CB#6, TYPE 1 L "" FLOW SPUTIER "" " "- NEW SLOT DRAIN ( 'II , \ \ CB#9, lYPE 2 -48" Wi STANDARD FRAME & GRATE 11. 'N~?2,9: IE ?Lj 1 IE r\1~-:22.-f6 Ii lI'I=~23 1!5 / 119+00 W I / ,/ /' /' 'II ("J 1 ~ ); HORIZONTAL SCALE IN FEET 0 BEGIN REMOVAL OF EXISTING UNDERDRAIN 4 i 20 40 City of Henton Planning DiVision OCT 18 lUi! NOT FOR CONSTRUCTION CALL 48 HOURS BEFORE YOU DIG! 1 .. 800 .. 424 .. 5568 PERMIT SET NOTE: ·1 IF ''L'' DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. = = c--J Q.) "=' => (/) ~ ~ Q.) a.> ~ ....... (/) -= ~ 1'0 ~ co c--J r- -= c--J co en = = ..s= 0"> co cl'0 .-I .= ~ en _ 3Er- ::d' Q.) ~ Q.) ,1j co ~ -= CL z :5 Q.. en w i= :::i ..... ::::J .....I ~ W Z W (!) III ?( 3: - z o IJl ;> W n: ~ < a ci z SCALE AS NOTED DES'WB DR. WB CH'RH F.B. DATE SHEET NO. U1.2 OF SHEETS OCTOBER 2012 ~'i{ 23-2010-007 c o +' C (!) CL o '" " I~ -" o 240 LF 18" HDPE CB#14, TYPE 2 -48" 148 LF 18" DI BEGIN SWALE ~ .. --3It .SD-------SD-------SD~-----SD-------SD-------SID---~~===== I -~) .. -~ NEW 12" WATER MAIN 120+00 12 LF 18" HDPE CB#13, TYPE 1 L FLOW SPLITTER SEC. 7 & 18, T. 23N., R. 5E., W.M. BIOFILTRATION SWALE CB#16, TYPE 2 -48" \ '& wi STANDARD FRAME & GRATE -~).. ) .. -~"- ~-"lo 5D--.... -~) .. --., C8#15, TYPE 41 LF 12" DI CB#15, TYPE 1 NEW TAXIWAY EDGE LIGHT, TYP 122+00 f W----'-- 121+00 ---II----W-----W+---+--W I W-----W--+---W----'l-- --TSA I:LF[~2.3 '\ H -, ,,1 --TSA REMOVE EXISTING \ I, , TSA --TSA TSA --TSA --TSA NEW SLOT DRAIN END REMOVAL OF EXISTING UNDERDRAIN ------------------ I ! , ! 204 LF 18" DI HORIZONTAL SCALE IN FEET .... _I~~ o 20 40 City of Rel1tc'!1 Pl8nfljn~ DiVIsion OCT 1 8 LUll NOT FOR CONSTRUCTION CALL 48 HOURS BEFORE YOU DIG 1 .. 800 .. 424 .. 6565 ft;f7j;?-PERM IT SET NOTE: I • ilL" • I IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. -~----------------------------------------------------------------------------------------------------------------------------------------~ = = c-.J <L> ~ -:::> U"l = c-.J 00 ~ 0> = ""\i:) 0 ~ e 0"> = ~ :.E U"l en '=' -= 3= :;:a:: rr) :::::r e 00 g; c-.J r--L.o...J = = 00 rr) I :;;; r-- Ln "" -..c CL z :5 n. (f) w i= :::i i= ::> .-J « c:t: W Z W (!) ID ~ 3: -g SCALE AS NOTED DES'WB SHEET NO. z o I!J 5 w It 6 z Dr<. WB CH. RH F.S . U1.3 OF' SHEETS DATE OCTOBER 2012 ~'6E 23-2010-007 0' " -0 ...: -:::J I 1- 0 0 '" /' if) '" ~ :iJ ::J /' N '" <f) 0 ,r:: D. /' ;'-= E L '" D. /' r:: 0> 'in '" C\ /' t 0 0. ~ c 0 -~ c '" 0:: r--- 0 0 /' 0 ~ 0 N /' n N ..-:: E D. r--- ':'! n N -0 N ...... r--- ~ ...... 0 - I"') • ..- =>1 I- W W J: (f) w w en 0 0 + If) Nt <0 I-en W z ::H J: a- I-« ~ C86G /'j. :[ N~20.3~) t. :) _. ~\).Rr5 W CB#18, lYPE 2 -60" END REMOVAL OF NEW 12" WATER MAIN EXISTING STORM DRAIN 1 126+00 W -----'--W W-----IIW-1'----W---t' TSA ---7' TSA END REMOVAL OF EXISTING SLOT DRAIN NEW TAXIWAY EDGE LIGHT, lYP EAST END OF 12" WATER MAIN TSA --,JsA 1"' / --TOFA I / TSA --TOFA SEC. 7 & 18, T. 23N., R. 5E., W.M. o (f) ------ReF .... SB---~[ROFk--------5&-~--fleFA,----sce--'-'--'=-'f;?3>~ --TSA TOFA CONCFETE NORTH END OF 12" WATER MAIN END REMOVAL OF EXISTING WATER MAIN SIGN'''8'' '-1 )iIGN,"B" ,. '" r'(l~'n " 'J )''l,,, , . ~y> " 48 LF 6" HOPE ccr~cr(F.T[ o '~ '--'-!) tNSTALL CO, "" ,188 18" 01 )--t----·ISD --I------}----.. SD --· .. ---· .. ,0 TW B STA 28+35 MATCH POINT, BEGIN PHASE 1 CONSTRUCTION COl~CRHE TSA ----------------------------------------~~-,--------- \ \ TSJ\ ! [L (. " '" ii~)PilJ\LT "' ! I I 20 *NOTE* ADDITIONAL SHEET REQUIRED TO IDENTIFY THE TRANSITION BETWEEN PHASE 1 AND PHASE 2 CONSTRUCTION HORIZONTAL SCALE IN FEET -...... \ ". o 20 40 City of F~entC)n Planning Division OCT 18 lUll [01 !;=:: t" ftC; U \V ~ [)) n. !:-.:l 0 ~""! '\ e NOT FOR CONSTRUCTION CALL 48 HOURS BEFORE YOU DIG 1-800-424 .. 6666 {r?/rl / tz. PERMIT SET NOTE: ULl! I IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. Ii: 0 0... 0::: « -l « 0... 0 Z :;:) :::i: Z ~ W 0::: Z 0 l-Z W 0::: u... 0 ~ 0 = = C"J Z 0 ~ ~ -CD « I W 0::: ~ W I- (f) >-(f) CD ~ 3: -X ~ SCALE AS OES'WB Of<, WB CH'RH F.I:." DATE Z :5 CL (f) W i= :J i= :::> -I « a::: W Z W (!) m ~ s: -X ~ NOTED SHEET NO. z o iii ;> W Ir >-• ~ < a d z U1.4 OF ,""TIl OCTOBER 2012 ~'6~ 23-2010-007 -::J I r-o o >0 /' " c <l) L t o z /' "' <l) ~ :.:> ::J /' N <l) "' o L [L /" ;~ E L (I) [L /' c 0> :iJJ ' <J) o ~ o , Q. L « c o ~ c Q) 0:: " o o /' o -o N /' n N -:. E 0- m ':'j n N -o N --I"~ . 08#18, TYPE 2 -60" V;c")'; 'I END REMOVAL OF EXISTING STORM DRAIN 12" WATER MAIN / ,{/ so -------~" ".--"~/--.. ~.~ :D " .-~"--........ . / i \'" ! / \ / l (N) \". , 'al 125+ 126+00 / 126l 0 ~+-i-W---+~-W---.....l.-W-I-----W----~IW~----W---r , I NEW TAXIWAY EDGE LIGHT, TYP • o o ,,', .... ', t; :',l,f>ll.,;""'; ,'~ii~JI5W'~'f':'I>' ~~t;~~t~c~~~~~~~~4 « ,'t.,:,,,,, I-en " I I EAST END OF 12" WATER MAIN /' 0: ?; / SEC. 7 & 18, T. 23N., R. 5E., W.M. SD -... _._ .... ··-SD· NORTH END OF 12" WATER MAIN , 188 18" DI ABANr;()N:D f \ ---"'''' ,--~) u -_ .... _ ... --"1 IE E ··2CdO INSTALL 1 04 LF 12" DI NEW TAXIWAY EDGE LIGHT, TYP INSTALL 51 LF 12" DI ·0 END TRANSITION BEGIN TRANSITION BEGIN ASPHALT SWALE Yf: I: OW STRiPE END ASPHALT SWALE CB #2, TYPE 1 Wi STANDARD FRAME & GRATE INSTALL CO CB #3, TYPE 1 Wi STANDARD FRAME & GRATE CB #4, TYPE 1 WI STANDARD FRAME & GRATE ,to • n. 20 *NOTE* ADDITIONAL SHEET REQUIRED TO IDENTIFY THE TRANSITION BETWEEN PHASE 1 AND PHASE 2 CONSTRUCTION HORIZONTAL SCALE IN FEET o 20 40 City of FTanton P);:mnfnq rh.'fslon OCT 1 8 1,,/ NOT FOR CONSTRUCTION CALL 48 HOURS BEfORE YOU DIG 1-800-424-6666 PERMIT SET UL" NOTE: • I IF '1" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. z ::s 0.. en w i= ::J i= ::> -' ~ W Z W (!) m ~ 3= -X ~ SCALE AS NOTED z o Ul 5 w 0:: d z DES·WS DR, WB SHEET NO. CH·R -H --IU 1.5 F.8. OF' SI-IEElS DATE OCTOBER 2012 ~'6~ 23-2010-007 c o ~ c " CY: r---o o ./ o ~ o N ./ n N /. N ~ o N --~- I I 1.01 . ' ...-1 ::::> I- W W J:I U')I W W U') -~, -"",,,"~ "', --~---'',. ,..... , --"----, --, -, ------" ---~~ \ ----\ // \ '" \ CB #6, TY?-E"'2 -48" \ wi STANI1ARD FRAME & GRATE '1) I / I (/ 93 I-F 12" DI I I I 50 LF 6" HDPE I I I I ----SD! I I END UD CO, 6" HDPE PERF "* ----------, ... y __ ~''''_=--= ___ ._ D .. / -'------j / / / I ) SEC. 7 & 18, T. 23N., R. 5E., W.M. CO, 6" HDPE PERF * ,-.... so ,. END UD, 6" HDPE PERF PIM-16 J] I IE' W=19,96 IE' E~19,91 iE N::,,:20.76 -'l8;'<::~E-GIN --SWAL(""""""-~ ,Q I' • .- ::::> I- W W ::r: U') """""W ,~:l-I&:)\"-~~~.;>-';;&.;i >\ ~I ~ o 10 + ;'f?,.J>'3:::)~ It) I'll ~~~tiT1~ ~~.o~~~~~~~~~~~lU') -------,-w Z .. ;-,,." .-J ::r: 1 .... _-.·;·'.11 ~ ::r: ) -----.. ~ \,-) . '<"'---,. r MATCH EXIST ~ CR·;::.S 6" HDPE PERF----7 / "L=~-=U=D,~--~--,L----~-Ih~---+--- « CONCtiETf ~, I 6" HDPE PERF :::l!! I' ---...;;;;-"'--__ '--=---f--_1 --~ BOEING LEASE BOUNDARY I 14 LF I 6" HDPE r~I':~F CB #5, TYPE 1 Wi STANDARD FRAME & GRATE NEW TAXIWAY EDGE LIGHT, TYP END SWALE BEGIN SWALE LF 6" HDPE END SWALE, CB #8, TYPE 1 WI STANDARD FRAME & GRATE BEGIN SWALE CO, 6" HDPE PERF CONC TIE DOWN ANCHOR, TYPE 1 (TYP) « ;1 :::l!! ;7 Z )t HORIZONTAL SCALE IN FEET ~~ o 20 40 City of Renton P!<lnnrnq iJivislon OCT 18 lUI( NOT FOR CONSTRUCTION CAll 48 HOURS BEfORE YOU DIG 1 .. 800 .. 424 .. 6666 PERMIT SET liLt' NOTE: I-~-- IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. = = c--I <l> ~ '03 (/) ~ '" <J.> '-U5 -= ~ ....;- r-r> 0:;) c--I r-- z :5 0.. (f) w i= ::J i= ::> -' ~ W Z W C> CD ~ 3: - z o iii ;> w It J:' < n o z SCALE AS NOTED DES-WB DR_ WB CH. RH F.B. DATE SHEET NO. U1.6 OF SHEETS OCTOBER 2012 ~'6E 23-2010-007 I , --_ .. _. . I '" " ~ c ,.... -:J I '" 0 0 r<) /' '0 c Ul .s::: t 0 z /' "' '" ~ :co ::0 /' N Q) Ul 0 ..c "-/' ~ 'E ~ '" "-/' c 0> "m '" 0 /' ~ L 0 0. ~ « c 0 ~ c '" et: ,.... 0 0 /' 0 -0 N /' r<) '" -/.. E 0. IT> 0 .,. N ~. 0 N ....... ,.... -'-.., 0 - SEC. 7 & 18, T. 23N., R. 5E., W.M. \ CD, 6" \HDPE-PERF I /~-COI, 6" HDPE-PERF r- , SICA "M'~BEGIN $WALE ~'s,,11 I , "_.. .. /,/'Ci#13, TYPE 2 -48" ~.-... _'---._ I: / ;jTANDARD FRAME AND I'DI,,..,. \~. ___ -.---.' .. "~.'~-... --.-. I'I' ~~~C~W~;~~GF~~~~-7J BERM BEGIN SWALE ! ./ 'L~Q.J-V12" HDPE ... -_ ...... ...:::::r-....... CB# 1 2, TYPE 1 L FLDW SPLITTER ...... 7""""-_ ... P ~" ..... ,:?<O:c ..... __ p _ .. __ ~ .. _ .. __ . ___ .... r) CB# 11, TYPE 2 _ 4~ ,,"I '.. i'.. ..' NEW TAXIWAY EDGE LIGHT, TYP --"..:::.. .. ---;;..) .. )0 •. ---;;..) , . CD, 6" HDPE-PERF CDNC TIE DDWN ANCHDR, TYPE 1 (TYP) 41 LF 6" HDPE j 85 LF 8" DI CB#1D, TYPE / ~'C / / / COHC,j_lJ / I , , (' I", : "I" "' 1 I"'" ,)Ih"l. vl ,)t,""'! b i ~=~=~=~=~=~ .. ( , i\ I : \_-~ 49 LF 12" HDPE IF S7~?O.8 i IE S[··,2Ul! BEGIN 18" SLDT DRAIN INSTALL NEW CLEANDUT AT FINISH GRADE, CDNNECT TD EXIST SO CB#9, TYPE 1 Wi STANDARD FRAME & GRATE i . CO, 1"llll r'\iNI 1 j ) ... U: I Yf)btl9: r~IM:o-:2J. ~ 1 IE 22.56 y[y )~)S9 f\~iM .:: :2::;.09 1':--7.~; 511 I CON!) "-11-..,1--··-' 22 37 LF 6" HDPE Cf3~,:)tm F(:~'k':~()"?b :~ lo,7~) r·o ';\'.= '! 1.60 INSTALL NEW YARD DRAIN Wi S~ I:: ,c. i ,121 EXIST RIM & INVERT ELEVATIDNS 18" SLDT DRAIN CB#18 TYPE 1 00 • 0 0 + 0 .q- « I-en W Z :J . . ::I:: ~ « ~ STANDARD FRAME AND GRATE. MATCH I' 'Lc::L'./L/U..L/ /L;~LL~LLLd/L~/LL:::.L.LL "./ // .L:LL:.Y.L/.//://///// / , i CB#17, TYPE 2 -48" wi STANDARD FRAME & GRATE 20 Z : HORIZONTAL SCALE I N FEET t 9 o 20 40 City of R;ml:on PI21nninq DiviSIon OCT 18 lUI! 1'5 lle C' n ~!7' "" n"" rl S~ .7 ¢~ / l~ tD; NOT FOR CONSTRUCTION CALL 48 HOURS BEFORE YOU DIG 1 ... 800 .. 424 .. 5666 "/~/'7('1-PERMIT SET NOTE: "L" I IF ''L'' DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. = = c-.I ,2:l = (/) :;s:: (/) ~ <L> <L> ~ ~ (/) ~ ,...., ao c-.I r- Z ~ 0 0 ~ 0.. a:::: « ~ ...J r£ -Q) u « Z ::I:: ::::> W :::i! 0::: Z ~ ~ z W w I-a:::: (/) Z in ~ Q) W a:::: ll-~ 03:; ~--x 0« ~ SCALE AS DES'WB DR, WB CH'RH F.B. DATE "'<l-= c--.J = en <= = 0 = -= g>,.,-, :.c J en :::;: 0 :;s:: r- LD :::::;-c-.I e "'<I- <L> -'=' ti:i CL Z ~ CL (/) W § i= ::> ...J « 0::: W Z W <!) Q) ~ 3:; -x ~ NOTED SHEET NO. z o iii '> w cr o z U1.7 OF SHEETS OCTOBER 20112 :itE 23-20101-0017 c o ~ C <l> ct: r---o o /' o E a. N ,,) '" I I I I r~JA ::~I} . { 22.Sfi " " ,,~_"'"' ____ J CO, 6" HDPE-PERF SEC. 7 & 18, T. 23N., R. 5E., VV.M. END SWALE @ CATCH BASIN GRATE 19 LF 12" HDPE -__ , ,--. '<E;(--.. <E;(--.. <E;(-- CB#20, TYPE 1 ==/<-~t...k TI>A'rt('" SWALE 48 LF 12" DI @ 0.5% , . 22 CB#19 TYPE 1 F'1~vj ··23.2D [--:22.(;5 CU:;204 f<1~1;:::?~ 6~1 IE:-19.54 END SLOT DRAIN (L> LLL/~L// /////LLLL:L~L/.." ,L,,/../, .. ,.L-L-L--","~'-L_L-L..L_L.L_L''f-L_L-L'-.L, .... ,c.,,(,".,'-_L.L..L.L..L-L..L--''L'--L_L.L.,L,L.L--'-_L---L~'---L-L.L.L,L.L-L}c.LL-"-''-L....~f----LLLL.":'',L._/ __ -//,''-L."._L_L.,.L,,..J I INSTALL NEW YARD DRAIN Wi STANDARD FRAME & GRATE. MATCH EXIST RIM & INVERT ELEVATIONS, CONNECT TO EXIST SD INSTALL NEW CLEANOUT AT FINISH GRADE, CONNECT TO EXIST SD EXIST CB TO REMAIN, ADJUST TO FINISH GRADE CB#24, TYPE 1 CB#26, TYPE 1 100 LF 12" DI INSTALL NEW CLEAN OUT AT FINISH GRADE, CONNECT TO EXIST SD CB#22, TYPE 1 \ \ \ \ CO, 6" HDPE -PERF CB#25, TYPE 1 I I \ '-CONC TIE DOWN ANCHOR, TYPE 2 (TYP THIS SHEET) I I \ HORIZONTAL SCALE I N FEET o 20 7& City of nf:mtol1 Planning Division ocr 18 Nil m I 40 NOT FOR CONSTRUCTION CALL 48 HOURS BEfORE YOU DIG 1-800 ... 424-5666 I~fl-rjir. PERM I T SET ilL" NOTE: I . , I IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. z ::s 0.. (J) w i= :J i= :::::> ~ w z w (!) (D ~ ~ ~ SCALE AS NOTED SHEET NO. z o Ul ;; W Ir ~ < o ti z DES'WB DR, WB CH'RH U1.8 F.B. OF SHEETS DATE OCTOBER 2012 ~'6~ 23-2010-007 0> " '0 c '" ~ :::J I "-a a n ./ '0 c '" -" 'I: 0 z ./ '" '" :e ~ ::> ./ ''l <1) if) 0 .J;;;. CL ./ "= E ~ <V CL ./ c 0> 'iii ill 0 ./ t 0 Q ~ <c c 0 ~ c '" n:: "-0 0 ./ 0 ~ 0 M ./ n N -/. E Q. co n ,., N 0 M '" '" '" 0 ~ CONC TIE DOWN ANCHOR, TYPE 1 (TYP) / I I / 23 25 LF 6" HOPE CO, 6" HOPE PERF 110 LF 6" 01 CO, 6" HOPE PERF,/ .y CS#27, TYPE 1 Wi STANDARD FRAME & GRATE \ \ SEC. 7 & ~'<" ---, ____ SEGIN SWALE '-CB#28, '~, TYPE 2 -48" / i "~ENO SWALE Lr~IJI?Q, TYPE 2 -48" WI DARO FRAME & GRATE . ,. fLo:)"~ NEW TAXIWAY EDGE LIGHT, TYP END UO, 6" HOPE PERF CO, 6" HOPE-PERF 26 IF 6" HDPE END UO, 6" HOPE PERF 18, T. 23N., R. 5E., W.M. 48+00 \ '" ,-_._-t---_._ .• " 20 o 20 40 City of Henton Pldnninq Dlvi,;ion OCT 18 1011 lFi r F' rc Ir~ 1 \I/j fe; f[)\ I :-::1 __ -I:-_-=-; j ~ l~ l0 NOT FOR CONSTRUCTION CALL 48 HOURS BEfORE YOU Dla 1 ... 800 .. 424-6665 It} I r:" (n_ PERMIT SET NOTE: I • uL" IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY, = = C'J '" ~ '"" U) [;;S -'a:) ~ Vl -= ~ ,.,.., ~ = C'J r-- Z b2 0 0 ~ (L a::: « ~ ::i ..J « -III (L u « Z I :::> W :::!i e:::: Z ~ :.:!E Z W w til a::: I ~ Z ~ III z W a::: ~ I.&.. 0 ~ ~ g u SCALE AS DES,WS OR, WB CH'RH F.S. DATE ..,;-= C'J = en c:: = 0 = ~ = 0'> ,.,.., c=: I :c: ~ en ..,;-<=' 3:: r-- Lr> ~-C'J ~ ..,;-~ <l> -'= il:i CL Z :5 a.. (f) w i= ::i i= :::J ....J « a:::: w Z W (!') III ~ 3: -X ~ NOTED SHEET NO. z o Vl '> w Ir I" < a d z U1.9 " SHEETS OCTOBER 2012 ~5E 23-2010-007 ----- C1> 30 -0 C 0 - ::J I r-- 0 0 to ./ -0 C '" ..c t 0 z ./ '" <l) :e :;::; ::J ./ N Q) '" 0 ..c [L .::; 'E L <iJ [L ./ c 0- 'in Q) 0 .-:-; L 0 D.. L « c 0 ~ c '" !Y r--- 0 a ./ a 0 N ./ to N ~ E D.. m n n <', a N "-r--- "-a ;::1 / ~-.j /./ / NEW TAXIWAY // EDGE LIGHT. TYP / _.--, f.:J .,-.---- ~ 0O:NT~ "~-------~ un . p - I / 1 /1 / I / ) / " / .. / '.~ --;;,.> ' . -~) .. -~) .. -~ ------,-~-; TAXIWAY 85 PLAN SCALE: 1" = 20' / / SEC. 7 & / ,~ L.,: "'", " CJ -'J CONC TIE DOWN ANCHOR, TYPE 1 (TYP) 23N., R. 5E., W.M. CJ s! -,-,-"-----------'"---" """, ,,/ NEW TAXIWAY EDGE LIGHT. TYP TAXIWAY i i i \ , / I / """ .-1-.. -d ,-~ ",-.~ C', 1 TAXIWAY 84 PLAN SCALE: 1" = 20' (J (n. HORIZONTAL SCALE IN FEET I ~~"9 o 20 40 City of Fknion Planninq Division OCT 1 8 lUll igi [~ ~'; IE IJ ''iff f [Q) NOT FOR CONSTRUCTION CAll 48 HOURS BEFORE YOU DIG 1-800 ... 424 .. 6666 IV/11/tg. PERMIT SET NOTE: I . uL" , I IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. Z I:r: 0 0 ~ CL 0::: ~ « ::i -' rt -ID U « Z :c ::::> W :::E a:: Z 0 ::E I- Z w W 0::: ~ z G; ~ ID Z W 0::: u-~ 03: ~--x U« ~ SCALE AS DEs'WB DR. WB CH. RH F,6. DATE L() ID Z ~:5 3:c.. -XU) ~!±! I- 0:,] Z-«~ ...r....J ID« a:: ~w 3:{J x0 ~ NOTED SHEET NO. z o IJJ :> w n:: , ill ~ < o o z U1.10 OF SHEETS OCTOBER 2012 ~'6E 23-2010-007 en ~ -0 o o ,"_ .. Cl I " o o n ./ ill 0' o c o L CJ ./ GI ill <fl o .c 0.. c:; E L QJ 0.. ./ c 0' m to -0 ./ ~ L o 0. L <i' --o N ./ n (" ./ E CL OJ In ~ N ~ o ('.] "-" ,- ",- SEC. 7 & 18, T. 23N., R. 5E., W.M. RENTON MUNICIPAL AIRPORT /CLAYTON AIRPORT s-r AFF Airport Manager -Ryan Zulauf Assistant Airport M,anager -Jonathan Wiison REID MIDDLETON Project Manager -Kurt Addicott, PE Project Engineer -Randy Hail, PE Project Designer -Wade Brooks TAXIWAY B :SYSTEM RE ABILIT ATION AND AIRFIELD SIGNAGE MODIFICATIO S PORT ANGELES FEDERAL AVIATION ADMINISTRATION AlP ~~O. 3-53-0055-024 OClrOBER 17, 2012 PERM~T NO. LUA 12-052 DRAINAGE CONTROL PLAN CANADA ----USA----------- PROJECT SITE VICINITY MAP NOT TO SCALE RENTON MUNICIPAL AIRPORT LOCATION MAP NOT TO SCALE Sheet Gi.a G1.1 D1.1 D1.2 D1.3 D1.4 D1.5 D1.6 D1.7 D1.B D1.9 D1.10 ------- FI--L SHE T INDEX Description COVER SHEET AND SHEET INDEX LEGEND AND ABBREVIATIONS TAXIWAY B DRAINAGE CONTROL PLAN TAXIWAY B DRAINAGE CONTROL PLAN TAXIWAY B DRAINAGE CONTROL PLAN TAXIWAY B DRAINAGE CONTROL PLAN TAXIWAY B DRAINAGE CONTROL PLAN TAXIWAY B DRAINAGE CONTROL PLAN TAXIWAY B DRAINAGE CONTROL PLAN TAXIWAY B DRAINAGE CONTROL PLAN TAXIWAY B DRAINAGE CONTROL PLAN TAXIWAY 84 & TAXIWAY 86 DRAINAGE CON TROl PLAN -------- OCT 1 8 1011 ':'-)', J," . ,-, _ >, ,-1'-,i-":J_";I "1'--i'\II.' ->V'\ ',ll,·--·_,\\'..fr,~ ',ii ,~II _',1)" -.-1.1 '" L' j 728 134th street SW . Suite 200 Everett, Washington 98204 Ph: 425 741 ~3800 PERMIT SET -NOT FOR CONSTRUCTION o ~~--------------------------------------------------------------------------------------------------------------------------------------------~ (:) I I" o o n ./ Q) 0> o C [' o ./ ('J Q) if> o .r: (L ./ ~, c o +, C (J) Q:" '" o o ./ o - ABBREVIATIONS @ & APCH AP APPROX ARFF ASOS BLDG BM BOP CB <t CO !.o. DI E ELjELEV ELECT EOP EP EXIST HDPE HORIZ IE L LP LT AT AND APPROACH ANGLE POINT APPROXIMATE AIRCRAFT RESCUE AND FIRE FIGHTING AUTOMATED SURFACE OBSERVATION SYSTEM BUILDING BENCHMARK BEGINNING OF PROJECT CATCH BASIN CENTERLINE CLEANOUT DELTA DUCTILE IRON PIPE EAST, EASTING ELEVATION ELECTRIC, ELECTRICAL END OF PROJECT EDGE OF PAVEMENT EXISTING HIGH DENSITY POLYETHYLENE PIPE HORIZONTAL INVERT ELEVATION LENGTH LOW POINT LEFT MAX MAXIMUM MIN N NBD OFZ PAPI PC PI POC POT PT R REIL RT ROFA RPZ RSA RW SD S5 STA T THRU TOFA TSA TW TYP UD VASI VERT VPC VPI VPT W/ MINIMUM NORTH, NORTHING NON-DIRECTIONAL BEACON OBSTACLE FREE ZONE PRECISION APPROACH PATH INDICATOR POINT OF CURVATURE POINT OF INTERSECTION POINT ON CURVE POINT ON TANGENT POINT OF TANGENCY RADIUS RUNWAY END IDENTIFICATION LIGHT RIGHT RUNWAY OBJECT FREE AREA RUNWAY PROTECTION ZONE RUNWAY SAFETY AREA RUNWAY STORM DRAIN SANITARY SEWER STATION TANGENT THROUGH TAXIWAY OBJECT FREE AREA TAXIWAY SAFETY AREA TAXIWAY TYPICAL UNDERDRAIN VISUAL APPROACH SLOPE INDICATOR VERTICAL VERTICAL POINT OF CURVATURE VERTICAL POINT OF INTERSECTION VERTICAL POINT OF TANGENCY WITH ~----------------------------------------------------~I('I ---~ LEGEND (EXISTING) [j IT~l 0 R :2:<:1 L J B ono txIWY ----\\1----- BRASS CAP SURFACE MONUMENT REBAR & CAP SANITARY SEWER CLEANOUT STORM DRAIN MANHOLE CATCH BASIN ELECTRICAL JUNCTION BOX SIGN WATER VALVE STORM LINE WATER LINE FENCE LINE GAS LINE BURIED POWER LINE PROPERTY LINE BURIED AIR LINE RUNWAY EDGE LIGHT TAXIWAY EDGE LIGHT TAXIWAY EDGE REFLECTOR ROCKERY --~mm==m-Lom: UNDISTURBED EXISTING EARTH TI~ . --,--:-T--·--·---:.,--, .. .r-'----- ,=cc-AIRFIELD SIGN LEGEND (PROPOSED) NEW ASPHALT CONCRETE PAVEMENT NEW PCC CONCRETE PAVEMENT -C---C~--C---C-CUT CATCHLINE - F F F F --FILL CATCH LINE ) ) ~ SWALE GRADE BREAK LINE -----UD-------UD-----UNDERDRAIN (SUBDRAIN) STORM DRAIN -----SD 50----- II ! I j I ! j ! ! ! ! iii I ! I I Ii! j ! ! I I ! i I I ! ! I ! ! ! iii I TRENCH DRAIN @ + l1li @ ---RSA -RUNWAY SAFETY AREA ---ROFA RUNWAY OBJECT FREE AREA --TSA -TAXIWAY SAFETY AREA -~-TOFA --APCH --RPZ- TAXIWAY OBJECT FREE AREA PART 77 APPROACH SURFACE RUNWAY PROTECTION ZONE BRASS CAP SURFACE MONUMENT REBAR/CAP CATCH BASIN, TYPE 1 CATCH BASIN, TYPE 2 STORM DRAIN CLEAN OUT YARD DRAIN City ot fbntoll Pldllninq [)i\!'~,ion OCT 1 8 Liil1 NOT FOR CONSTRUCTION CALL 48 HOURS BEFORE YOU DIG 1 .. 800 .. 424 .. 6655 PERMIT SET UL U NOTE: • I IF ''L'' DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. 0_. __ - (f) Z o !;;: (j a:::: m m « o z « o z w C> ~ z o Vi :> w 0:: r w d z SCALE AS NOTED DESoWB ORo CM CH. fm F.B. DATE SHEET NO. G1.1 OF SHEETS OCTOBER 2012 ~'6E 23-2010-007 c o ~ c (!) 0:: r--o o /' o o '" /' n ''J -:: '" o '" '--" " I ! I I / I .0. I ''"J/ I ',CC /,'" v , .. /,( TW B STA 11+00~" / MATCH POINT, BEGlfiJ PHASE 2 CONSTR~(::TION I / I J J I / I I /-y # / ( ! \ ) I I I J / BEGIN REMOVAL OF / EXISTING UNDE71N / I I i I I / I / / 1 ! / I I /I .IV flIl 6')(. '<'I 1 c1: )(e· /! '<0" 0',9.. I ;9,(' (' I / / SEC. 7 & 18, 0. i l i I ! I \ i \ ! \ (1-WATER QUALITY \ FILTER STRIP, TYP \ \ \ T. 23N., R. / f I I / I I ! / < !{~',) \ \ \ \ 5E., W.M. CROWNED TAXIWAY CENTERLINE ~ --c ~h ~~ .... ~~ ....... "1 .. 7s. . Xa V 'V ,~/,y ;" " ,~ ) c'~:-/ ',."-</ NEW SLOT DRAIN HORIZONTAL SCALE IN FEET j J~~~~j o 20 40 OCT 1 8 LUU NOT FOR CONSTRUCTION CALL 48 HOURS BEFORE YOU DIG 1 .. 800 .. 424 .. 6566 10//'02-PERM I T SET UL" NOTE: I' . I IF '1" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. 0L-__ --------------------~--------~--~~~------------------------------------------------~ z 0 iii ;; W It d z = = "'" ,2 "«I-::::> Vl = "'" CC> ;s::: 0'> Vl c: = Q:5 0 = ....... CC> ~ en ,.,-, c: I ....... :E Vl -en "«l-e -= ;s::: r--~ en ,.,-, :::=f "'" ~ "«l- CC> ~ "'" -= r--D- z z :5 ~ 0 0 ~ 0_ CL a::: -.J « ~ 0 :J -l e:::: rt. -III I- () « z z I 0 :::> W 0 ::ii e:::: Z W ~ ~ C> z w « w a::: I-Z ~ <e z OC 0 0 I-III z 00 w a::: ~ La... ~ 0 ~ ~ 3: X -() ~ X ~ SCALE AS NOTED SHEET NO. DR. GM b.-CH'----, R-H ---i D 1. 1 F.8. OF SHEETS DATE OCTOBER 2012 ~'6~ 23-2010-007 ~ o I r---o o n ~ '" o .'C o ~ o /' N V en o .c "-~ E w "-/' c 0' . iii v o /' t o n. ~ <( c o ~ c <J) '" r---o o /' a E CL to a N '--... r--- ~ " o ..... • 0 1 1-' W W J: (f) wi ~I o o + LOI ~ (f) CB#2. TYPE 1 RATED FRAME • ....-I'o,"r" LF 18" DI W ZI :::::i, ~~~~~~~~-==~~.±t,~~~2:~;~~ ~ I I / SEC. / / / 7 & 18, T. / v 23N., i I R. 5E., WATER QU BIOFILTRA W.M. / ( ~. TYPE 2 -48" AIRCRAFT I E & GRATE I BEGIN SWALE CB#7, TYPE 2 ! / ! J, 48" \ 135 LF 18 HDPE BERM Y--- / \ --4» \. . --4» .. --» .. +--> -+--'3> .. I 50_----5D \ \ >"-->"--i~ " 9 LF 12" .. \ ).. » .. -i-~ --4>)> .. --1-1 &~~~~j(-.. -SD::)'DJ:~~_"--"" .. -.-SD -------" ... ". \. $() -----.-._--f-~)D ~. ------.. -""---:~n --·--1-···',··············· Sf] ... -C,," ';ll SD ----... -. __ n_ s) l.,,· ------. ! \ C8#6, TY~E" 1 L ",--", \ FLOW sPLln~ ""'~ \ "" WATER QUALITY '. \ 'F:[L TER STRIP, TYP ~--,---- NEW SLOT DRAIN GB#~. TYPE 2 -48" Wi STANDARD-fRAME & GRATE '. -"-. CROWNED TAXIWAY CENTERLINE :z. ? HORIZONTAL SCALE IN FEET ~~J'~~i o 20 40 BEGIN REMOVAL OF EXISTING UNDERDRAIN OCT 1 3 LUll NOT FOR CONSTRUCTION CAll 48 HOURS BEfORE YOU DIG 1 .. 800 .. 424 .. 5565 Il!/"'/r~ PERM I T SET )IL" NOTE: • I IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. ~~ ____________________________________________________________________________________________________________________________ -J = = c--.J "-' -~ ':::> (/) ~ ~ "-' ~ ~ (/) ..c: ~ ,....., 00 c--.J r- z ~ 11. -l o a:: I- Z o o w ~ Z ~ o CO ~ ~ X ~ z o (f) '> w (t ~ < a a z SCALE AS NOTED UES'WB DR. GM CH'RH F.B. DATE SHEET NO. D1.2 Of Sl-lEETS OCTOBER 2012 ~'i" 23-2010-007 I 0' " u "' ~ 0 I r-.. 0 0 0<) ./ <V 0' 0 e E 0 ./ N '" "' 0 .c lL ~ E ~ '" "-./ c 0' 'iii Q) 0 -:e 0 a. ~ e 0 .~ e <V o:c r-.. 0 0 ./ 0 ~ 0 N ./ n N .-:: E D. en ,-.... N ,- 0 '" "-r-.. r "-0 ~ I I \1 , 240 LF 18" HDF'E "------" / f CB#14. TYPE 2 -/48" I BEGIN SWALE --___ ~__::.. I )1· . --4> BERM 148 LF 18" ). ISO----SD----~-----SD-------SD ~D--__ ~====~~==~~ " ~--.~---:-:;u -----" -------_._-_.-,:::D ."""" .-.-.. --- WATER QUALITY FILTER STRIP. TYP ......................... su NEW SLOT DRAIN 12 LF 18" /HDPE I \ \ \ :i[; .. \ \ \ \ \ \ \ \ CB#13. TYPE 1 L FLOW SPLITTER WA TER QUALITY BIOFIL TRATION SWALE SEC. 7 & 18, T. 23N., R. 5E., W.M. CB#16 TYPE 2 -48" wi STANDARD FRAME & GRATE -~) .. -~).. ) .. ---"::"~"- -~) .. --=;.) .. ---, CROWNED TAXIWAY CENTERLINE __ of SD ~ .. I I 4 ?,?-~I Ei I-w ~~i~1'~~.~~~~~~~ ;;,-f~S~~i!t~t;f1;c'f! I:!:i ~:'1f~f,~ en ,ffi~'~,.!4"b:~~!~~1 0 o + 1.0 C\I ,·i."!~.,," ~ e;~~~IU) w IZ l::i I u .-'_., I- ~,-.-.•. <C ::::!: ",.!" . I HORIZONTAL SCALE IN FEET I I o 20 40 C:ity oJ n 1~'P ton pr'li1l!inq Div,,",on OCT 18 Wil !f;i i~; [;; rr~ 1/ \\:711~~ [I)) NOT FOR CONSTRUCTION CALL 48 HOURS BEFORE YOU DIG 1 .. 800 .. 424 .. 5566 '''I'i /r.2-PERMIT SET NOTE: I . UL" I IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY, z Ii: 0 0 ~ a.. c::: « ~ :J -l ~ -CD (,) « Z I :::> W ::liE 0:::: Z ~~ wW c:::tn >-z U) f2 CD z W c::: ~ lJ... 0 ~ ~ -X (,) ~ SCALE AS DES'WB DR. GM CH'RH F.B. OATE Z :5 0.. ...J 0 0::: l-z 0 () W (!) « z < 0::: 0 OJ >-: « ~ X ~ NOTED z o Ul :> w 0:: > w ~ < o o z SHEET NO. 01.3 OF SHEETS OCTOBER 2012 ~'6~ 23-2010-007 E CL CJ) ,- I- 8 r~i~:.I~~;~i~~~~~~~~~Ij~ + ~I , - ~~~~~~~j6~i0'~~~~~~~, w' , ;'.' ..... J, Z ::::i _' J: ~ « ::!E END REMOVAL OF EXISTING SLOT DRAIN CROWNED TAXIWAY CENTERLINE / SEC. 7 & 18, T. 23N., R. 5E., W.M. \ V \ AF ( I / ( I I I / If- \ r/-/~? " 'I "" // I , / I I ~-['ill!' -A=_ '!2.(D ! 'E S'~20,,() ) iE E>~20.30 '""IE W=2(),'L5 ,-::86475 \> -/ "? ... _./ .. ,<,. / I \:' ! -----------SD ---li\----------~~-SD+-------SD --'"'----~---~£ .~-,,<--.--.--.c1 '--", NORT END OF 12" \ _---~> WATER S:IN \ / ASPHALT -\ --ll-ID-RE 0 AL OF \ EXISTING WATER MAIN \ \ L_ fi'l -' -='='-=-=-===-=;,-_, ---"---.. "---- ----"--" ~ ___ v •• <E .. ( ) .. ~----------~~.-.~-~-- TW B STA 28+35 MATCH POINT, BEGIN PHASE 1 CONSTRUCTION S~RIPE --i'SA'--.,,--- ASPHALT 25 TW B STA 29+35 MATCH POINT, END PHASE 2 CONSTRUCTION I I --F-_F~~ -c; i J I I i I I r::.. f , "'NOTE* ADDITIONAL SHEET REQUIRED TO IDENTIFY THE TRANSITION BETWEEN PHASE 1 AND PHASE 2 CONSTRUCTION 2: ?t HORIZONTAL SCALE IN FEET ;;; "' __ O!I~~~ 20 o 20 40 OCT 1 8 lUI! NOT FOR CONSTRUCTION CAll 48 HOURS BEFORE YOU Dla 1-800-424-6556 !~/f1(rz-PERM IT SET UL" NOTE: I • • I IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. "-o ~~----------------------------------------------------------------------------------------------------------------------------------------~ = = C'-J "-' ;-'=' ::::s (/) ::;::: (/) ~ "-' ~ US -= ;;:;:: ,.,.., 00 C'-J r-- ...,.. = C'-J 00 0"> s:::: = <:> = ~ 00 go,.,.., .-I -= ~ gs--3= r- .....;- ~ ~ "-' >-LL..J LO "" ...,.. -= CL z :s 0.. -I o a:::: ~ o o w ~ z <E a:::: o m ~ 3: -X ~ z o VJ '> w (t >-ro d z SCALE AS NOTED DESWB DR. GM CH'RH F.e. DATE SHEET NO. D1.4 OF SHEETS OCTOBER 2012 ~'6E 23-2010-007 ~ o I r-... o o t<) ./ "0 C " s: t o Z ./ '" Q' o .S <' o ./ N ill if) o s: "-.~ E ~ v "-./ c en 'iii v o -t' o e-:;;: c o .~ c '" 0:: r-... o o ./ o ~ o N ./ t<) ('oj ---:: "-o / 1/) CONCRETE. SEC. 7 & 18, T. 23N., R. 5E., W.M. ! I j GRASS BOEING LEASE BOUNDARY CONCI~[rL u 24 -_ .... ~.~ Cl BEGIN TRANSITION BEGIN ASPHALT SWALE oJ END ASPHALT SWALE TW B STA 28+86, 17.6' RT EL=24.15 _____ -1 CB (12, TYPE 1 WI STANDARD FRAME & GRATE INSTALL 3 LF CAPPED STUB 6" HDPE FOR FUTURE EXTENSION, TYP SWALE HIGH PT CB #3, TYPE 1 WI STANDARD FRAME & GRATE SWALE HIGH PT CB #4, TYPE 1 Wi STANDARD FRAME & GRATE 25 SWALE HIGH PT INSTALL CO WATER QUALITY FILTER STRIP, TYP I I ! I I I I I \ \ ! ; I / / I ! I I '_"P" '_' -,- / f\,J, n"'L.1 • *NOTE* ADDITIONAL SHEET REQUIRED TO IDENTIFY THE TRANSITION BETWEEN PHASE 1 AND PHASE 2 CONSTRUCTION ~ ? HORIZONTAL SCALE IN FEET ~~ I~~~I o 20 40 {··~.l'r'l,t O~; :c:~ -:'_''') "{~ ~-, '1..l'~~J _, ~ , •.•• '~.:':1 P!<1nflinq Di'Jis:on OCT 18 LlJIJ. NOT FOR CONSTRUCTION CALL 48 HOURS BEfORE YOU DIG 1 ... 800 .. 424 .. 6666 1()/'7/~ PERMIT SET ULt) NOTE: I" • I IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. -.L-____________________________________________________________________________________________________ ------______________________________________________ -d = = "" <l> .-t= :::> (f) ~ ....... <l> ~ ....... (f) -= ~ "" ~ 00 c--.I r- SCALE AS DES'WB DR. WB CH'RH F.B. DATE ..q-= "" 00 0'> c = 0 = ....... 00 en "" .==: I -= ~ "'...-~r- ::d' ~ <l> Ii:i '-" C--.I ..q- ...<::: D- ~ a.. ...J o 0::: I- Z o () w ~ z ~ Q CD ~ ~ -X ~ NOTED SHEET NO. z o If) :> w 0:: ~ < o cj Z 01.5 OF SHEETS OCTOBER 2012 FILE NO. 23-2010-007 ~ o I I'--o o f0 ./ -0 C V -"' t o z ./ v 0> o c 2 o ./ N Q) "' o .<:: tL .-::: 'f' L Q) (L ./ c 0' 'iii v o :f o e- <i' c -8 c oJ) <>: I'--o 5-o ~ o ~ n N ./ E CL ~ o .;,: N ~ o N "--1'--- ~ I I CO~KP[11 -'" '-.. -~ -'-FhNf"";·!;;;.-__ ._ .. _ ._._ /\ -~«'-.. ~-\ CB #5, TYPE 1 WI \ STANDARD FRAME & GRATE SWALE HIGH POINT 7 & 18, T. CROWNED TAXIWAY CENTERLINE, TYP 23N., R. 5E., W.M. /~" END UD, 6" HDPE-PERF MATCH EXISTING SUBDRAIN IF FOUND CB #7, TYPE 2 -48" wi STANDARD FRAME & GRATE MATCH EXIST INVERTS ----,.< 37 LF 6" HDPE @ 0.75%-~ SD " .... " .. ",---,"",,,,,"",,,,._-,," . SD -----" .... ,--"", .. , ... "- 38 LF 6" HDPE @ 0.50% \, BEGIN SWALE 35 LF 6" HDPE @ 0.50%--./ CB #8, TYPE 1 Wi STANDARD FRAME & GRATE END SWALE ____ --.J I / C;f!ASS I I 35 LF 6" HDPE @ 3.67% BEGIN SWALE " ---BEGIN SWALE _~ I I SIGi\, • ..... o I- W W :c (j) 'ii~/·;~~~W .,j"';';:·.~~IW (j) ;;\'x'~·i;;'..:;F;;:!;!',,; 0 o ~;''''rc~,~2~1~~~~~J![~u~lm~ ~ CO, 6" HDPE -PERF I ;;:'~!"~=#?:f::J;;J (j) W z :=l ::r: ~ « :::E CO, 6" HDPE-PERF. MATCH EXISTING SUBDRAIN IF FOUND 20 & ~ "--- HORIZONTAL SCALE IN FEET ~~ o 20 40 C"'t ,I' <""' "~ 't, r·( ".<--q"('["'·'1 -';j ,,', ,-, , •• " .• Vl OCT 18 LUil NOT FOR CONSTRUCTION CALL 48 HOURS BEFORE YOU DIG 1 ... 800 .. 424 .. 6585 PERMIT SET NOTE: IF ''L'' DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. "--o ~~----------------------------------------------------------------------------------------------------------------------------------------~ z :s CL --I o a:: I- Z o () w ~ z ~ CI CD ~ 3: -- z o Ul 5 w (t >-m d z SCALE AS NOTED DES'WB DR. WB CH'RH F.B. DATE SHEET NO. D1.6 OF SHEETS OCTOBER 2012· FfLE NO, 23-2010-007 c o ~ c Q) Do: r--o o /' a ~ a ('oj /' C") ;?, ('oj ~ o ('oj '-.. r-- '~ o I.&.J I.&.J en o o + ;1 I " '-. :~I" //"..J ---'-~~---~---.~-~~~ --~--, i: /,,/ .-.-.-•.... ~~ END SWALE AT ....... -"'--, ,._. -"." . --~" ~~, -~ ~ WATER QUALITY FILTER STRIP, TYP ---'>.;.. . , --7» ' ' -.......;..> ' , -.......;.. co, 6" HOPE-PERF CB# 11, TYPE 2 _ 48" i CATCH BASIN GRATE MATCH EXISTING RM I SWALE ANGLE PT en~~~~0;,~~~·~+=~~~~8~~~~~£~#·~ I.&.J ~I ...J .,' '" , ~ « ::IE I CROWNED TAXIWAY CENTERLINE, TYP CB# 10, TYPE 1 , / 85 LF 8" DI @ 0.40% CB#9. TYPE 1 Wi STANDARD FRAME & GRATE SEC. 7 & 18, T. 23N., R. 5E., W.M. WATER QUALITY BIOFILTRATION SWALE BERM i ! ~!GN '!I," co, 16" HOPE-I.)" 1.)',1_ BEGIN I~~-+< SWALE -'~';=O ~ C("I" ' -.J~.l-' -.J..J--I ' SII,",',," ", "l': 1 f'" J II '\', joi -,' , ". v I ·c' :!:( ==~~:~$:=~='= ,(~=~-.. ( , D-- 6" HOPE-PERF, tEE -BEGIN SWALE i c: \:--~ .. ~-~_ ~JI,._. __ ~ .~. ~ _~._ """-...... '" END SWALE @ CATCH BASIN I:. '>18,75 IE W-·17.6~ INSTALL NEW CLEAN OUT INSTALL NEW YARD DRAIN Wi ,., :; ~;~?~ I I !E S-<!.G.81 !E SE~~2:.8·1 AT FINISH GRADE, STANDARD FRAME AND GRATE. V) . " ,. CONNECT TO EXIST SO MATCH EXIST RIM & INVERT 18" SLOT DRAIN I ELEVATIONS, CONNECT TO EXIST SD I 'l/~LLLL..L..L// / /L / il/ ///// // // / //LU / / / / '//.L//I .. /L-,,/ ///L/ CB#17, TYPE 2 -48" WI STANDARD FRAME & GRATE INSTALL INVERTED TEE ON DISCHARGE PIPE, MJ FiniNG 20 7 HORIZONTAL SCALE IN FEET I 20 City of ;L;~i.on Plan I !Inq DIV!~.I()n OCT 1 8 W'il 40 NOT FOR CONSTRUCTION CALL 48 HOURS BEfORE YOU DIG 1 .. 800 .. 424 .. 5666 lo/n/l"L PERMIT SET NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. ~L-________________________________________________________________________________________________________________________________________________________ ~ = = "'" z ::s a.. ...J o 0::: I- Z o () w ~ Z <C 0::: o CD SCALE AS NOTED SHEET NO. z o (f] :> w a:: d z DES'WB DR, WB CH'RH D1.7 F.B. OF SHEETS DATE OCTOBER 2012 ~'6E 23-2010-007 ~ o I "-o o n /' " c ([) L: t o z /' <lJ G' <0 c '2 o /' c" (l) if> <0 .£: tl. ~ E L <V [L ~ .2' if> Q) o /' t o e-« c o ~ c '" 0:: r--o o /' o E C>- 'D o .;,: "-o INSTALL NEW YARD DRAIN WI STANDARD FRAME & GRATE. MATCH EXIST RIM & INVERT ELEVATIONS. CONNECT TO EXIST SD INSTALL NEW CLEANOUT AT FINISH GRADE. CONNECT TO EXIST SD IE: 2252 8" SLOT DRAIN SEC. 7 & 18, T. 23N., R. 5E., W.M. EXIST CB TO REMAIN. ADJUST TO FINISH ,) END SLOT DRAIN. o CATCH BASIN CONNECTION WATER QUALITY BIOFILTRATION SWALE '--CI:3{f"L.I:i. TYPE 1 INSTALL NEW CLEANOUT AT FINISH GRADE. CONNECT TO EXIST SD @ GRADE BREAK I CB#25. TYPE 88 LF 8" DI @ 0.34% 20 z ., HORIZONTAL SCALE I N FEET '--""""'L-_~_I~~ o 20 40 iT""'" p 1""/ -l,.sHY or ~'d:·:n1:CI '!, Planning O!vi::;ion OCT 13 lUll NOT FOR CONSTRUCTION CALL 48 HOURS BEFORE YOU DIG 1-800-424-55615 PERMIT SET U L" NOTE: I IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY. ~~----------~--------------~~----~----------~------~----~~--------------~------------------------------------------------------~----------------~ z ::5 a.. ....J o g: z o (,) w ~ z ~ o CD ~ 3: -X ~ SCALE AS NOTED SHEET NO. z o iii :> w It ~ o 6 z DES'WB DR. WB CH'RH DL8 F.B. OF' SliEETS DATE OCTOBER 2012 ~'6E 23-2010-007 ~ o I C"-o o C0 ./ u c " -'= t o z ./ " ry o c ::' o ./ N Q) if> o .c (L ./ ~ 'E' ~ OJ (L ./ c 0> 'in OJ o ./ t o D. L <{ c o ~ c " '" C"-o o ./ o E a. C"- O ..:,: ~ / 23 ! I / / ~"", CO, 6" HOPE PEF<F ~'~.__ (5; ''--~ 7--. ~-__ / / \ \ SEC. 7 & 18, T. 23N., R. 5E., W.M. DtfL,O, TYPE 2 -48" ___ --;;::;::'7Il~ BEGIN SWALE '. u[) '''-'' ". "'.''j SWALE ANGLE PT SWALE VPI~ " ~,~ .~ ,~ WATER VU~\LI FILTER BEGIN SWALE 6" HDPE PERF / CB#27, TYPE 1 WI I STANDARD FRAME & GRATE I CROWNED TAXIWAY CENTERLINE, TYP ! ; CO, 6" HOPE PERF "~ENO SWALE '-CIH#:lq TYPE 2 -48" WI STANDJIRD FRAME & GRATE ENO UO, 6" HOPE PERF CO, 6" HOPE PERF 26 LF 6" HDPE @ 1.00% SWALE ANGLE PT '-f:ND UD, 6" HDPE PERF "' \ " " 50+00 '" HORIZONTAL SCALE IN FEET I o 20 OCT 1 8 )~I' 40 NOT FOR CONSTRUCTION CALL 48 HOURS BEFORE YOU DIG 1 .. 800 .. 424 .. 6656 PERMIT SET NOTE: IF "L" DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY . ..... o ~~--------------------------------------------------------------------------------------------------------------------.......--------------~ z ::s CL -l o a:: I- Z o () w ~ z ~ o CD ~ 3: - SCALE AS NOTED DES'WB SHEET NO. z o IfI :> w lr , m d z [JR, WB CH'RH D1.9 F.B. Of SHEETS DATE OCTOBER 2012 ~'6~ 23-2010-007 ~ o I r--o o n /' -0 C ill .£: t o z /' ill 0> o c "2 o /' N (I) if> o .£: <1. /'. "" E L (I) 7 c 0' 'w (I) o ~ o CL L <i' c o C ill CY.. r--o o /' o E 0. f'-o '"' N ~ o N '" r-- ~ "-o ;7 ;$ CROWNED TAXIWAY CENTERLINE, ..!-.. ":I'.!]''' ._--'. D· JCJ '--'''''''-'''-'.-~ "Ie;; / SURFACE FLOW DIRECTION, TYP TIV<IWAY 85 PLAN SCALE: 1" = 20' WATER QUALITY FILTER STRIP, TYP ( ;~' \~ (~:" 1) 0 Uu l ) .-/T' /' /' /' SEC. 7 & 18, T. 23N., R. 5E., W.M. NEW WATER QUALITY FILTER STRIP, TYP "84" CROWNED TAXIWAY CENTERLINE. TYP SURFACE FLOW DIRECTION. TYP ----7 .. ~ .. ~ (/1 .:t.f~.-f---I~·~ i I r TAXIWAY 84 PLAN SCALE: 1" = 20' i i 20 HORIZONTAL SCALE IN FEET I J~~~ o 20 40 Ci ty o[ P',' :cn Pla..-ininq :Ji\,li~·~,:~m OCT 1 8 Jtll l NOT FOR CONSTRUCTION CALL 48 HOURS BEFORE YOU DiG 1 .. 800 ... 424 .. 5665 PERMIT SET UL U NOTE: I ' • I IF ''L'' DOES NOT MEASURE 1" ADJUST SCALES ACCORDINGLY, ~L ___________ • ___________________________________________________________________ ~ ____________________________________________________________________________ ~ SCALE AS NOTED SHEET NO. z o lfI :> w 0' ~ < o d z DES'WB DR. WB CH'RH D1.10 F.B. OF SHEETS DATE OCTOBER 2012 ~'6E 23-2010-007