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HomeMy WebLinkAbout02D1712 00 Cb .................. ..... CITY OF AUBURN 1 AulEiuRN lk4 I UN CI PAL. AIRF) OF? T or) mmi NORTH HANGAR AREA IMPROVEMENTS 0 0 . ADP P ROJ _ CT NUMB = R 5 3 0003 0 ! 0 J U LY 9 1 ,e) 9 1._, • ' 141":11C LOCATION MAP SHEET INDEX LEGEND VICINITY MAP EXISTING PROPOSED EDGE OF PAVEMENT - • SHEET DESCRIPTION ---7 6_ _ i-798 ... ..'.'... ................ ....'..'......'.'.'.'.'.'. CONTOUR —. _ ..:......:.::. ':.:......:._.:.. .:....._..... : ::..._...:....'..... .:.::. :. .:...... ..: ....:.........:..:......:...: 1' ... c - TAXILANE PAVED AREA :.'.:............... .................Z......'...:...' ••••'•.•''•.• ::. .:.......: ...... ....:'' .. ::::..:......:..::... ::........ C 1 COVER SHEET �_ A ,,i :. :.'.'.'.':. :.'...'.'.:..'.'::. :.'.'.....'... .:: C—2 CONSTRUCTION SITE PLAN ACCESS ROAD PAVED AREA :.. :: :,.'..'.'.'.'.'.'.'... ::.'.'..'.'.'.': .'.':.'.'.': .'.'..'..:...:...':...::.'.':.'.'.'...'.'::. C 3 HANGAR AREA LAYOUT & GRADING PLAN ::': :'::':':':::':':::'::'::::':':'::':':::'::':':'::'::::::' '.....'' ':............. ........ o � ..... CONCRETE WALK D a :................... : O7ti'.S'IiET..':. ......::.... :':'.'.'.'.'.:...'.'.'..'.'.: ..'.'...'.':.....'.'::.:.'..'::..'..'..':.. :....... ...... TYPICAL SECTIONS & DETAILS RUNWAY TAXIWAY EDGE LIGHT X ••••••.ST..►+ .•..••''........ ............... ......... •:•••'••''••••:•'.• rir: Y C-5 STORM DRAINAGE LAYOUT & DETAILS REFLECTOR ® •.'.'::._... • ::.':.'.'.:: : C-6 WATER & SEWER PLAN & DETAILS POWER POLE - .. .::... :::.....:.......:. :.....::..... • .•.•.• .•.•.•.-.•.•.-.'.•.•.•.•.'..•.•.'.•.•.'.• S11� .. ELECTRICAL CONDUIT DUCT P P :' :::::: >- ::::::: :::::: � ......... .. ;::.....::.....::: :.•.•. CO .. 1 AIRPORT •................... ............................... C—7 HANGAR AREA STRIPING & LIGHTING PLAN / •.•.' .-.•.•.-.-.•••' .•.•.•.•.•.•.•.•.•.•.•.•.'.•.•.•.•.•.'.•. •.•.-.'.....-.•.•. •. .....•.•.•.•.•.•. .• . SANITARY SEWER LINE SS :'::>':': ::' > :':':':':' :':' :'::::::::: .v :. :::::::::::::::::::::::::....... sibbf ::..:::::: ., .:..'.'.'..::.'.'::.'::..'.'::::. :....'.'.: C-8 DRIVEWAY ENTRANCE PLAN DETAILS :.:' -:':':':':':'"''•'•:-:':•:':-:':':':•:.:•:•:•:'::•:•:':•:'": ::':':':':•:':•:•:•:-:':•:•:':: ::'::"::'::::::':':'::"':'::::::'':'::'"'':':' °' & D S 1 Z HDPE ... ... .. .. ........... .. ..• ... .. .. .. .... STORM DRAIN LINE �•-�•-�-SD• ..'.�'........ ........................ ................. ... .................................. � Atl+f:. ..............................• ........ 8 DIP :e'.'.'. :.. 0 ........................ O -'..'.'.'.'.'.'.'.'.'.'..'..'.'.'..'.'.:" C-9 TEMPORARY EROSION CONTROL PLAN STORM DRAIN LINE IN i:.................':::.'.'.: .:::..'.'.:::::.'. ::.................... :...::: ::.: CATCH BASIN 0 ■ :.�:.'::.':.':.1.'..'::.'...'.'..'.'....'.'..'.'.'.'.'.'.':.'.'.'.':.'.'.':..'.'.':..'.'....'.':.'.'.':::.:...::::..': ... E- 1 ELECTRICAL SITE PLAN & DETAILS :. .:.....':...'.'.':.:.:..'.:.....'..'.::.':....:..'::...:.':.:...:...':.:.'.:.'::.'.'.'::..':.:.. MI AOfA:..::...':.:.'.'..'.'..'.' ..................... ::............:........ ..... STORM MANHOLE ,, O :.':.'...'.:.....:.:.'..':..'.':...':.:..'...::..:..:.......'.::..':.'.'.'.'.':.':.. F- : L- 1 LANDSCAPE PLAN & DETAILS O SANITARY SEWER MANHOLE III FIRE HYDRANT , ., 111. SURVEY MONUMENT PROPERTY/EASEMENT LINE - -- --- — - - JUNCTION BOX Z 0 CHAINLINK FENCE X x---x— w - - z PROJECT REF: FAC 0043-98 CUT/FILL SLOPE '� Ir .•'•I .1VA"•. DRAWN BY: MIN Q 409 p • CHECKED BY: MIN Record Drawing Certification iol ____ -�. ___ • 4 of WAS t ./ • .j ..These lans area roved for conformance witth GRADE BREAK .4' x�cy`'P• APPROVED BY: These drawings conform to the Contractor's construction records. P PP . 4:0 o • the City of Auburn's Engineering Division FLOWLINE/DITCH --- = • WA-1 ,_ _ + z requirements. if , �� ! � DRAWING FILE NAME: �I -= 3 " Z7 WATER VALVE ;,� 26145 // 3025-112th Avenue N.E. AAMACS01.DWG Q y __ Date:---Z Z— F- e . . w . P.O. Box C-97304 C • Approved /• --1 . 1 _�!! '-' - CLEANOUT •;��,'��rs E°��. z Title/position: P�J T N1 A/N/A4 ./L _ PP -- --- -- —0 —♦ •:%NAL 0 .• Bellevue, WA 98009-9304 SHEET . 0 .r BLOW OFF VALVE EXPIRES•..... •5/24/99`o _�,.'� Phone: (425) 827-0220 220 Fax: (425) 822-5341 1/11 U Confirmed by City: _ Date: _ Date Approved:-- l /�2/�� N—� i Planning * Engineering • Surve n C Las Q cwi� AIR RELIEF VALVE Landscape Architecture Environmental Services �- PA 01 F 1i �O q , co , 0 7,, D / 7 /X • iif quoit i , ' -_____.--------- -r jf CD. ( � J ij 4 • //"' \ is 1 t i€ = t LCO .-� t.i t 1'I f,s t 9 ,) f , 1 1 / �'s/ \4 w�� �r f'' � ' {�I µ (" \� to i 0 cv . It7 } "``•� s i /o,t/�f` 1 S� "' 'f t S� ( }t�f€ E r---- .� i_1ry 1 ' 1 /1 __,. _„D it (it ___. I . , ;'f'/' I it ;\ f \ j 1:( 1 I ,\.,_ „,------------_, \ ("C___L ‘f[ ,..__1‘ --2 -'..7 r 1 C ,L t 1, f : i /1t, f._. .� filmmilmui fi k x. , ; > _ € LI 1-R°N-VITA1--------------;-s-YO-:-70°07450 TiON...-�!' RP 4-‘ . J _ , ,. -... {` �� _ - r/ 'x Zoo NIi I ; - - - ., VAS!! " .__ 1J 1 t o �•� E �V"3 CD Q I 1 a . ' --_-___ yes ., - 4„ j 0. ,ill 3I r _Ica - M 1 . VAST VAST _ a • a s • _ .w s __ ! 1 RUNWAY 34, 73' x 3.4�'_ O .-" �� p j E��",, U� a) r_-s i .-SZ:Z___ \--.) it 1 I z _ '' _ G :~ % _ # , 'ram i) ,-'' --__-�-- - _ _ WI/WAY SAF --., r_-_,,,c,. o 3 i - c 5 .-=.,._M - �- _ -- r - I off^ -Y Y v Irj 4� F _._.__�---- -~a-_- _' --�-__.-!t 1 c_��, _ _ cal ::, -^-- == �' �d ' __ _ - __ _ - ' _ '' CJ• .. + 1 € INSTALL TWY EDGE LIGHTING 2111 0 .2 fi �_ _ , ---- __..._ _ SEE SHEE E-1. i \ 4 CAMMEC' ) ��__y. a a • ♦ .-..�-.-. e s • e w - .. .,���. -._.. v_..._ __ •.---.9�1 -. D. � 1 j (tvl�, �_a_..�._.... ro--."--a-. e-.-_...a- • Y�-..._•-+G-•�.--..s •s •s e •e •w _._ ..._..�,�__.,. ®.. tea_ �L-. - -.. �, r� U 6.i. -7% -0 to 0 CV 0 f i -- NAND - � i i `` - 1 ' 1 I - • - - x _ _ _ '''1. -, `_ I INSTALL APING a -_ 1� _ ilI `,.vq ( i i z c _ - ^-� r _ P,w �i� , +1:•� . SEE SHEE L-1. �l �, - -� . R. ��� LANDSC _, 0 _ • _ i E _ =... f 4' € E I f I ( # -_ff i " + � VT s 1 fxl ____ _ II g :__ j t LE I fi AIRPORT TRANSIENT I ! I r CONSTRUCT HANGAR I t I `!' ; I 1 ! OFFICE i .__...n__ 1 7 [ ? APRON Y� ` � _ TAXILANES. SEE SHEET 1 /' I , I AIRCRAFT i I , FRO x r P Z 1 1 1T ,, 1 11a isi 1 C-3. i i HANGARS ! I ' ! (.1 _ easED 1 I i i I ; s I '� f 1 ! v fi z cHANGAR BUILDINGSV �-- I 1 s li ' AIRCRAFT - I i ©T IN _ 3 11 1 _!J_l.�T�,_ `N i ' ; Q©'w+vs_ ! J i �LC I ' I{ I r ] __ _ ' i 1�p ' f(l. 4+1 t},�11! f ___ - _ _ - Z� 1 _1 1 ^e�'` -� t i t t 1 { I i i .�.... .. _ ._._____.�....�-.._ ,__...._.. ITV rl ' a.� 'r_�- -Y _._____ .1 _„i "'""""""'FFFFFF !! Kj 1 '` � f _ 1 1 3 1 L i BASED -` _ - _ F � , i; 1 1 Q I 1 , r 1 1 AIRCRAFT _- a4 1 1 ; 4 = giSi . f_i' o f 5 1 1 I •1 1i !�. } z # i. -}' ,+ t t c �t i llit.gig .yam ` O Ir '~~ "f �. 1,_.__. L 1 j ( r�_, s ( , 1 ,,,,. -_____J ,,,,, t'r-`-_�..,._ x -r: ♦ ..�i►l a '... ,"'v < , _ .=--,. I ��`` -- •...x x t Z ! ii l.r3 11 I "� 1 1 `j� rTh i r' �.�. _ 1 - ' '� _ °3 _._,._ JFILL ESI�IIJG DETENTION _``�- 4►ti L�! J z a , __.�. ,..�__ AL,L NEW `'�' Q _.' i I- I i i f ' -� i I L -- - ` - � � D INST _ + I 1 ' 1 ' f 1; 1 STOR , D AINAGE ' 4 �`._ ! (� , I ✓ 1 1 CONSTRUCTION ACC �. Q z��- ( 1 4 r � 1 =� .:..r_ _. _ s SEE Slll EE C-5. ,' �r - F • l i( _r. ONLY CONSTRUCTION; WHIP', ES;AND EQUIP r N r \ U o U F f r--t ....�„ _�.�. _ `M" 1 `,'a.._. 1 "' 3.Z r r .,-._.. 1 I rc.____�_.__ x s <�.•_' O; -- � 1 1 ,_ f SHALL ESE ALLOWED AC TO THE AIRFIELD. � •'� O LLI` � _ `1 i r^ j __. j r 7i r- I" i 1 i SEE SH ET ,.- `�. '' * �`_si { f L c&.. �Y�1 (}YU J�-�! ! ,f __ 4.. +, , I 1€ i ` i 1 i .-.._. . ...,.�....._....,1� '- x "�---.- -._a - "---,..-------,- ) L_,....___,_________„„,:�_. ^-'-- _ '��r_ / 11 ,,-----4-,-) ,,i.// , L - li - t, i , f , ti 1 _ r i ,r- �J ,d 1 t t 1i 1 4 I i v f(! _.. - t _ _ 1 _t> V 14 / fj _ ff-J '.. _✓ /yam _ O -- - ___- AUBURN WAY NORTH __-____ - -_ __ __ ' - _._` �__ R_ - ._r_ '- - I 17 - - - __ __' __ _ m._ AUGUR _ -_�`- - - _ r) s '- L Q Z in O • _ ;;,f � W _ - r _ =` N WA Y NOR ii�l ® ��` € l.�J j A ! `/ aE Pr . .'fit- �13�� 1 - f u 1i (t I� � x r -_fT�� �. IT j �� '1r 1 4 J N�� r 0� m i i t :` /r;`` --se-----, b f 1y yYry � l� #f _ , 1 .., I1 _ - , li r ��'�, !t E d f A • rs rr_7-� ) i t 8S I 1 1 O ' I Q <( _� in O N E • Cam) 1 SCALE � Q O GENERAL NOTES: 200 0 100 200 400 _ %itiar >: . ,,_ LEGEND: c Z z o 1. THE CONTRACTOR SHALL REFER TO SECTION 01110, "GENERAL ( FEET ) M 2 L- -4z f: Q- Li_ i►��j,. REQUIREMENTS" AND SECTION 01115, "AIRPORT SAFETY" IN THE 1 INCH = 200 FT A301 SURVEY CONTROL POINT r9 = I►�. Q CONTRACT DOCUMENTS FOR SPECIFIC CONSTRUCTION AND SAFETY REQUIREMENTS. • • II BARRICADE LOCATION Q1., Z 2. THE CONTRACTOR SHALL USE ONLY ACCESS ROUTES SHOWN AND EROSION CONTROL CONSTRUCTION SEQUENCE: ` HAUL ROUTE 0 MAINTAIN ROUTES AS NECESSARY THROUGHOUT CONSTRUCTION. O 0 ONLY PERSONNEL AND EQUIPMENT ESSENTIAL TO THE CONSTRUCTION Z SHALL BE ALLOWED ENTRY TO THE AIRFIELD. 1. PRE-CONSTRUCTION MEETING. - o APPROXIMATE LIMITS OF CLEARING •,� - 3. THE CONTRACTOR SHALL FURNISH, ERECT, AND MAINTAIN ALL 2. FLAG OR FENCE CLEARING LIMITS. AND GRUBBING (P-151) JQ'Lq V N BARRICADES, WARNING SIGNS, AND MARKINGS AROUND ANY AREAS N� zz II 3. POST SIGN WITH NAME AND PHONE NUMBER OF TESL SUPERVISOR. WHICH MAY PRESENT A HAZARD TO AIRCRAFT. WHEN USED DURING w PERIODS OF DARKNESS, SUCH BARRICADES, WARNING SIGNS, AND 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. SURVEY CONTROL a) Q HAZARD MARKINGS SHALL BE SUITABLY ILLUMINATED. THE BARRICADES C) Q v) SHALL BE PLACED PRIOR TO COMMENCING WORK IN AN AREA IN WHICH 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). - 1--.-4" REFERENCE POINT NORTHING EASTING ELEVATION DESCRIPTIONTHEY ARE REQUIRED AND THE CONTRACTOR SHALL MAINTAIN THE LIGHTSor AND BARRICADES THROUGH THE COMPLETION OF WORK OR UNTIL THEIR 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.) FOUND MONUMENT DISMANTLING IS DIRECTED BY THE ENGINEER. 114 124956.38 1656054.77 CITY BENCHMARK �.••' '•., - 4. TEMPORARY EROSION CONTROL MEASURES AS SHOWN ON SHEET C-9, 7. CLEAN EXISTING SEDIMENT PONDS AND TRAPS. FOUND MONUMENT •i, ��'�'.� �, SHALL BE INSTALLED AND APPROVED PRIOR TO BEGINNING ANY WORK. 157 124999.93 1653418.69 55.41 CITY BENCHMARK :4 �'� �r�' 8. GRADE AND STABILIZE CONSTRUCTION ROADS. �z � VI 300 124903.10 1654621.25 50.50 SET REBAR • ', N z B 5. THE CONTRACTOR SHALL REFRAIN FROM USING ANY OF THE AIRFIELD 9, CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, fi o o•• W GRASS AREAS FOR PARKING, TURNAROUND OF EQUIPMENT, OR ANY SEDIMENTATION PONDS, ETC.) SIMULTANEOUSLY WITH CLEARING u- • � �• OTHER PURPOSES WHATSOEVER EXCEPT AS CONSTRUCTION DICTATES. AND GRADING FOR PROJECT DEVELOPMENT. 12-1/4" 30.. 301 124296.63 1655045.30 53.28 FOUND PK NAIL �y���s o� ANY RUTS OF DEPRESSIONS CAUSED BY THE CONTRACTOR SHALL .�y 44.• ap IMMEDIATELY BE SMOOTHED AND LEVELED IN A MANNER ACCEPTABLE 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH THE 302 124292.98 1655549.43 50.68 FOUND SPIKE •••... ••• - N TO THE ENGINEER. !N DEEP RUTS WHICH CANNOT BE LEVELED TO CITY OF AUBURN STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. Nt- THE PREVIOUS GRADE, SAND SHALL BE ADDED TO REPAIR THE RUT. RESEEDING OF ALL DAMAGED AREAS WILL BE ACCOMPLISHED BY THE 3-1/2" 303 124937.02 1655561.62 50.86 SET PK NAIL p 7 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES _3/8.. CONTRACTOR WHEN WEATHER PERMITS. ALL WORK REQUIRED UNDER SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT THIS PROVISION SHALL BE AT THE CONTRACTOR'S EXPENSE. CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF AUBURN HAZARD WARNING LIGHT 304 124294.70 1654778.61 53.46 FOUND PK NAIL Z Q TESC MINIMUM REQUIREMENTS. 0 6. UNSUITABLE AND UNCLASSIFIED EXCAVATION MATERIAL SHALL BE DISPOSED 305 124526.14 1655593.83 49.70 FOUND REBAR/CAP N- :o OF OFF AIRPORT PROPERTY AT THE CONTRACTOR'S EXPENSE. 12. COVER ALL AREAS THAT WILL BE UN WORKED FOR MORE THAN SEVEN TUBULAR TRAFFIC BARRICADES m 0 o DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET NOTES: 306 124622.83 1655553.20 50.82 SET SPIKE d 7. HYDROSEED ALL DISTURBED AREAS AND DISPOSAL AREAS AT THE COMPLETION o co co SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC BARRICADES SHALL BE PLACED WHERE SHOWN, AROUND a w N \ OF THE PROJECT. SHEETING OR EQUIVALENT. ANY AREA THAT MAY BE A HAZARD TO AIRCRAFT, di o o 307 124579.30 1655000.27 51.92 SET HUB w o o 0) 8. PEDESTRIAN CONTROL, TRAFFIC CONTROL AND BARRICADES NECESSARY FOR 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITH SEVEN DAYS. OR AS DIRECTED BY THE ENGINEER. v) 0 CONSTRUCTION WITHIN THE 30TH STREET RIGHT OF WAY SHALL CONFORM SPACE BARRICADES 15' APART MAX AND • 308 124484.38 1655011.86 52.23 SET BENCHMARK v Q w ki TO CITY OF AUBURN AND/OR WSDOT STANDARDS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN ANCHOR TO PREVENT MOVEMENT AT LEAST, EVERY FIFTH rz o 0 9. CONTRACTOR IS REQUIRED TO HAVE CITY OF AUBURN STANDARD NOTES, 30 DAYS. BARRICADE SHALL BE LIGHTED DURING PERIODS 309 124976.63 1654829.65 50.60 FOUND MONUMENT o STANDARD DETAILS, AND SPECIFICATIONS AVAILABLE AT JOB SITE. OF DARKNESS. 0 it w 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST CITY OF AUBURN DATUM (1) 6 O QA CONSTRUCTION NOTES: BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. PROJECT REF: FAC 0043-98 __ m m 3CO EY Record Drawing Certification 1 CO1411 d' THE CONTRACT TIME FOR COMPLETION OF ALL WORK UNDER THE CONTRACT BARRICADE 1 These drawings conform to the Contractor's construction records. These plans are approved for conformance with o m = co N SHALL BE 60 CALENDAR DAYS. LIQUIDATED DAMAGES SHALL BE ASSESSED FOR FAILURE the City of Auburn's Engineering Division z z w 0 z TO SUBSTANTIALLY COMPLETE THE PROJECT OR PHASES WITHIN THE TIME SPECIFIED. NTS C-Z requirements. Q Q N I CALL 48 HOURS BY / -.� Date: 3- Z7-02 _ o o 2 2 oo WHILE WORKING ON THE AIRFIELD, THE CONTRACTOR SHALL YIELD TO ALL MOVING aC AIRCRAFT. THIS MAY REQUIRE TEMPORARILY SUSPENDING WORK AND MOVING BEFORE YOU DIG P ��T M/NvAGI er Approved B ./- '�, 1. Z TItle/position: • AWAY FROM THE WORK AREA. RUNWAY 16-,34 SHALL REMAIN OPEN THROUGHOUT SHEET 2/11 o CONSTRUCTION. 1-800-424-5555 Confirmed byCity Date:_ Date Approved:__L0 . 'i di w -- PPC - 2 I- I 3 I 4 I 5 1 6 I 7 ¢ 0 1 0 17 !2 0 04.17 a . END OF RUNWAY Q STATION 34+00 �"� o co " l I o vs Iis LANE STRIPE - I ii . 3 ' ' ( SEA RNWAY � 'th al t • �� �oA 4" � RELOCATE EXIST LIGHTED SIGN, F ND ATION ROTECTIO/y 0286 I & EROSION PAD. RECONNECT TO R NWAY 250 x10fl x450') ZONE (RPz) I j �� a E • LIGHTING CIRCUIT. I fil• 1 • I, EXISTING AND MATCH I PC lI j I C41:4*:; EXISTING PAVEMENT �� I \ / I/ ,� 7 MIN. 1' FROM EDGE. 52.22+ j I '44 (INCIDENTAL) /1' 44"c: Al: 34+31.66" 1. c) / 41111 ST 36+09 = STA 37+45 = • o d TAX IW STRIPE :EGIN TWY EXTENT) .� TA 34+73 = STA 0+04.50 "C" STA 0+04.50 "D" a :I _� - ;, lo `', STA 0+04.50 "B" .t I -_._...__'________ `� rAXB�`dA 33+37 = # "01 �N' I 51.75 49.81 49.4, i `�' la 44 - --- - r STA 0+04.50 "A" ^4 : g;;. ,e PT111 „ii '$''.. _ u•.,s 1`'Y^. 11 Sn.-x'+ tj':.xi•::',^day Yn'. 5M k +'q fri„.'<.3 -eX ,} e, So- = fi 1 �` �zYS'r •'R�� "YY"'• �tmv` '•y� Nt • f' S:• 4� 4: I[ 32+00 00 .5�v° 7E11 ��jw >:7 it , v' Iz ;5 :�r .�,'' �`' nF.. .,sue} lio � �'�'- �may. �'.,'.. �:r :r,,y - t. ''kw'„"�"`�S•`--�'",'��v:., ram >� .,•rw .. . a vlai:a',:'_Yl^:,,aj�^, i t % .,:ir..,>f .a. T i WA .s"r h-. '3t5'". _ .5 r' � s..`v +rt , d FU°' ii 4 aLUY}, -+_ �� � �,...>: STATION 38 93_ 'ter'.. >� a. »' ~ 1--..- ...- � s r: x u : A;M ' z. s '�r: �� ;<•. .S, 1`Ei 'r .\s. .y.' ,cam pp;, rye,.,{s,:5�n• °''�.�'",A'+-,. %ixv -�,r x � Via, x'x. -,�:. :' „�. f END TWY EXTENSION Mr � V .�' ,vM' "yam. N:q."�' >• Y+L° rs r� + 7 3 STATION 32 61 6 •� • �' ��'�4. .::k ..�„- �>� ` 7 aiY. S,s; 9,st ,x �i :,,:� 5.tag �. k� -�` 6" ' k. END CONSTRUCT) 52.62 e � '�-� w� f .:�;>, �.' +ram _.� �, :s' � ;ate '-',, .•. 50.07 'aa:; '' ':�::-F <.. e` `,✓u�,'�,_:k €'�*., .arm- - BEGJN CONSTRUCTION - ' : '�. `,r ,<.:,a, ,: , CD ♦,. _ _sc„':-ram s w s �., a„n. die:.,^ �`-c' =s :.e �d ill "♦'►• 'emu. ..''a -, .:' s"z.,y f to: I N ,. - ..r ., 50. x. ` . 5fl.fl9 .. :: , 1:,1. .•`s 49.60 <°" s; , w �I�► ten... �v� riFv irF' • :'--• ,,.,, -�..--..++,...., ,-.ice •• 44 (.. (' ([`,� .a.•.Y�p<�r.. ,y' <` „; r,;;a,. "'f-'" '1^�"r f.S�., sSf +16:-�i+.' #7 T 'J '+f` �`} 2y I �4 _ ��. ,..�r -'•,'�' txa'�R�R ^Y ^'11.: E,wt�`" ':i 'S. `. ? (� ,�},.^ - z n.'. ..., :-- - .437 `" 7 STA 38+81 .. © "'' 52.4fl `r�I s 1�►i_-� . *r.f�.�rw r+r++►+m„' (u� 51.2 .. 5 50• :;k..:. y.(ii l., 7, z `.s�7':e •- a tea ',;�;� ,Mw 'i..ae• •ram.:�s�,?'..,,, .' «' Mk r `11,1..r, + >: w,r -.. ' �,,. . ` STA 0+fl4.5fl "E"_:� , ''fir: . =: i`1 k '.3 'S;7s W tL • 50.60 , . ..3= :, I L_ PT = , '' PT ( L 50. ; :, nx L_ • ., [__ 50.05 91. :y_,r : PT ' . PT =5yr„rri' PT I I PT ". :_._ rT PT I 4 . ,. I 52. r:;',.•.-Vail',' i.33 ' ';..: .' .::.+ :-; :_r r, I C ^ Et �� /► .;N, ., 5 to, `f „ 1 �► V . "+~L" :n a _• N.,:igv,,,,-4,.....„, �; _ ,y"/��s�zsi w'%\-,:.rvy• I _ �2',,, faw ��.mot -;. a'YCi`r�,'r`'.",+, I i�� ''\} ., 2.33 }-- -� 51.65 1 _{ "r ,w ' I- ,� . ;' ,. .��� - d� -z Q , A:.- ��ybb ":U;2''s _ $', ,it y.^.r a'° .^ .�,i„tr.', a:` �..r� �w iR >+x.��-'�'", _ � :3► : ' d{t •'ke�f�:. a .k9'•-»1.-v .�.., `CShw y:4. z.'?,S -� .f[J••�{,l _ { w^xv,•.,�{Na ?. ,'Y - I :::'p:.i^'.�,,5� �. ' Pr. �.i s'4. �,.. .+- I- JJJ 3".sC'-^h-'<---;5, =i 1 Q - e'33``=z#.S� 1 �}'.-,`•.•• t,J' `;<'4s,�;r t'...„. ( I -+i?`>::' _ _ �� l e .t'f_"ra ?' I e;.. §r ,,,_ ,':•t*,� 'x 'ig?dc• iix g :�4t', N ri`J:,1,'S .pax,,,n.�. - ,,,,n: I I I 11 " 'r t'' "{ �� .ry. }•._ I_____ I '•• '£i'rr,.,57.e ��"� �i �;, : L.:-...':41g-i- . ; ...• Ck.ii C7) Qr�,,t'd;y-4. ,,,„ FY w ,..«h'- :f" _ "r ,i f:,;,.„,v, -f'%` �/ , i O� {i 7 `e . �' `t%;ID''$S°,. .-G*.w::, �g II };• ( "'��.',s, O 1:1, . : _ K, ( 1 w ~;;, , ;ry;:' F- I I .�: I- LANDSCAPE BUFFERI- <= 1-- + I I - --I '',...., :, I '� I- --I SEE SHEET L-1 (Z.. 50.63 `x I: i vm .�.18 51.9 51.81 " w 51. 5i.14 ;_` I ,x R>'�' 49.95 yI % +; ' ; "gE,. - I-- / ,.,, .. , I-_ ', to �,v-„ `' 6,``,t,',+`:,.;,k' s., :, Y"''S:�. O • (� �` d 3 `y ; Te i `x i�" �., ., .,, T. I !N .>>c.''.,;::2.fF .�� SiayRa'',R",'.:, �`:�,` a#1: •. �, • f� �,..,� ti ',�j,F ai u '. - \ I I �,u¢� -„`.�\ I L'_ ,.,.w'�.,�y,.,c.arrf�. 5 I I ,. -if ,zT.� I 1 i ;4 " i ' Y •14 A , I Z Lv �... 50.30 III I iI I-- -� I- --� .� :y fi �- A 50.03 _ 1 I ,r. ,:..; : 0.3i 1 . . .^:=f tY"}, I4 EXISTING CHAINLINK Q © cv - in IIPIA'':1,:::::::12:121ille':':* 33 �-- 52.Ofl ,b 51.67 (- 51.33 ', 50.99 '., _ z• { _ _ __ o r: FENCE TO REMAIN i\ I\' y„ax , n.�. n=',"._ *.�v a ( I ;�;„•'";a&. `° Ct �''"r" `:?;. . �f Ii ;" - L riE• ....�. ',:<;tf^. L_ ;fig�v;.;;,:; '"' Rl }; (,.,�D AINAGE SWALE 11 i r„w,4' ,`='f_ 27 I 7' 27 27 I 57 27 %. n� 27 57 27 ^�° -','_''` 27 57 _ 27 .. 2� . -�oc GRADE TO DRAIN 41 4 .. .,h. 5 :.�. _ _ , ;�F,;.w t - Q Z ",'' - "� :#i4� sy,";.:k:' ` Ii 5 .i= 5197L- 5181 :k . L __ £"e _ , C 1 m, „ y 51.28 5 # 50.63 --a I 49.9" 'S`b 5. I ji L I Q ..w , op 1 1 mil I Ail" • t .y: 'fi�� I ,,,, ,+'Fars, - `�"..3 x :.x -�:�: `:j+F_ �r" `F y° ,;; ,"a,�,` 03 ,wad' .e,��s j ." • :,,- f:4.,,,;• " z:+' _ _ I `R`+'<`3,..k.RT .-rw= _ �i^`v; " z'"' :: ' o� • I Fyy,t;;�i C gip ^gyp.+'`. 11 :.'-'=' '�'f,s.,;. ''?''.,:;�' '! 4. ,i;;:7- ::: I C ( ; %,£z,. a'ro.$ t+a ray.nr?ti•- - '.,, w 6 ail ,.2 36 ,.:: ,: .� +► 1.67 51.33 50.997 Uzi _ ; i 0 el Q EXI Sloll;� a_= " i -1 :::4, ( - I -� .� . ''Q' '' -I z' ;,.. ° ti.. , .ii. 1:1 ��' Ia ' �' :ley.`. _" N 3 10 5fl.00 e _' , ^< . ., :•:5, NOTE:IA'� • T i' <` tdt >5, � I � -i f I \'e^'pt�,;•p ``." •C ° I 1� •ao�rr.�1 „ ; "` J 4•"'e -, I .= 1. APPROXIMATE EXCAVATION ) Z �y- iCP: [' lu.`P,.° I ' ` I r� : Wi I '' I 4M : T4; -r ; .;, r `. QUANTITY=12,500 CY 11 i I i =;' F i -� $+ I- -i : Q Iw- -I w>= c ' Q �C *- •,' `'' ~;.,< ,,. ; y2. APPROXIMATE FILL wI 1 ,' , ; R.h; ` :U i Ly L_ "; : L_ � QUANTITY=18,500CYy . ,.a °~ 1.31f. 1.14 ' . •,� . I 9.95 I +, cr . ' <C to: I FU .F ngF `p. Fi :n!?.�: sY i;'. :4::44'.1-:-:,11:::,11'...',,,t.'.1;:::,,,: b,k��'' ,fit' �•..• 1 .y7-'„ry 5 I _.�iF e•'3'k.Tx - Fv`:. '' I ,�`N i itt LEN «` 0 I2 I I x>:erz / 1 .Y.,.,*' „I ,.,, '` _' lit b _ L FUTURE F. << UTURE F.F 1 �UTURE F.F. 7 1 I FUTURE F.F • ,t.,. 3"` ' yC ',C t.'_a•`Z`. r- s `A•'rex`cvi, t":S'' 1•..� ���3.''.'.4 T _ _ � SLOPE _ SLOPE x .F. ' ' S OPE " _ ELEV 51.Ofl r- ELEV 50.30� fr `:°' ., NOTES: .. ma. ELEV 52.35 fir.. EEV 51.70 ,:F --r • ( : VARIES � , }{ " 1 •, OpE _ ` ,os : SLOPE L _ E ` :„ SL• •E L_ ..:,;N x ♦♦ •�--- ' 1 = 1 1. HANGAR BUILDINGS NOT IN . . pARI >=w VARIES :na,��� V TES L r ' g' • ° .S I s: '.., ( V 'IES : : : VARIES VAR S VAR ;; i • • .. v. I x ` ! CONTRACT ••• ,io • gl i 5 ` ,:: ; } 52.30I I- - - 00 r `` :4 1.6' 1 F- -�5i. '3 50.99 1- I- �.,> ... - ::: 52 ^..i:I ;<h- 5 �j , I , t B Air" 1 . ► 4W �.;- _J I ``a`f` -:3f- ° -+ ' .:,�...,.3> _ .. �s " `:� � _ _.,� .� •_�'''�'°r .. ' 2. T�'#E RUNWAY AND TAXIWAY EDGE �� ,� ♦ � r �-- t",_ : . I� l• „,,awl I �-- Fg �- r.. ►� LIGHTING SYSTEMS SHALL REMAIN :: iN , , : �- -I 1 ti C�-ink --� • OPERATIONAL THROUGHOUT CONSTRUCTION • (�_4 t .•'t,,a'_.".4•••,.'a'- :,.,.'•^3 ,�#:"::�%: I y ;,.`�_',: I ?•j, g+.'�"x.`,., I d , t.xira�y.• ♦ "Itel: • 1 �, j ` '„a W I l '4 A'*�`< =y ;r`° Y • ONLY DAYTIME SHUTDOM�NS OF THE •♦ 49.70 I r` < . xL = ,` I ELECTRICAL SYSTEM 4MLL BE ALLOWED. w• ao lt.la fit, '. , - .,n ,;; t:, C 4 i 1..." _ _. I .._ . ty< :F ,.> 1 C-4 I---I ;' ;'. ;. c '' •xT r 3. EXISTING 60' DRAINAGE EASEMENT 52.18 .77:4::::;;_kr,;;I::;:L.14:!11, 51.8i .; --fI 5�.63 _ , 9.95 F,r.;. � ,^' .97 �- 51.31 r 51 . ' 1 �-- ,`....__w ,: TO BE ELIMINATED BY OTHERS. L- _# Y.. L _ n _ t' h : 1: VEHICLE ENTRANCE I ;:r; I I _ ., _ I- -) rIlu f . SEE DETAIL :. 1 'I / ' W. 'XI I ..z,,,-.: r 50.89 �. ' 50.03 ' Zii : < d " i 0 . F + I I :'%'r,''." 50.21 2. rx :M1, , , r, ,' • , Y - 5 .38 Y ;3 :, 52.3i r 15 yY.. • 51.65 (�` I , : ' 40 5fl. ,9 ±nAs . 1 �.u`. . -,:.'► I�� if<! I �, -" ' F-_--� I , •- 5+ 65 .,< `'�= .--� 50.10 �� yet _ Record Drawing Certification m a-' • ( k". , F,¢ Kam, ` I �1= j Thaw drewings conform to the Controctor s construction records. m, z};a 4 :001,46.6.40 .1 �� v `''' a. z4 *.55 w, 'tr•' .. r "w/� ' , t uN y PI �` "�� 51.69 1 3 Y SCALE I I _+. r ij,D.. ,t: -.: :.. ,T o g = a .03 'v 4z;....ihm, r�lla.e..��...... "om" ,•w. �+S d .r* pi r.« . B Date: &k 40 0 20 40 80 1 Wyk:. ": "ma's s♦�"•�►• ''' '" _ Y Ns+-a 3al 04 w CL CL O t. ITiilTiiirir ' W Ain,'� .....��� _.. ...,. � F�r.�r-.=-±.-=_*� '�.,' f I Title/position: 1.O1 EcT /'I/l^lA664, w W c ( FEET ) �•.rr..=� ,... "' ,,�...ram": '.w.a�i., i P eC i _ _. »- --+••---•+ �,...��.w�.�.:+.a.' � +, �'"'• i Confirmed y City: Date v 1 INCH = 40 FT �,, __ . � / -- �_"'.wws '*�+�• III nv' J��� .••�..,_ _.. - _,,,_ ; ��,r•wa�'�.Yy � �1lii�� �t • 4 U U 49.40 -�---r FAC 0043=98 0 o R -- X . - X x x _ „ii �� I PROJECT REF: _ N� z A °! t'� N &'CNA t N LINK FENCE - �� cn T �- } (n H A ; in Q roy i r z= These plans are approved for conformance with 00 r m the City of Auburn's Engineering Division �w CO m a o ' y _ _a - w� '.i.:,,,,-::,1 requirements. 411:°' a r, g m 41) ua m z 7E' by •-, •- ••. tits Approved By:_ _____ ft o aDtreu J. d1#OU SHEET 3/11 I:-: o Dote Approved:_l(/ZOS __ C - 3 w vi • cn, 1 1 2 l 3 I 4 1 5 1 6 1 7 silo ,, oi:i oa. D 17 l ) • X cn cn EXIST FENCE `o TAXIWAY TO REMAIN cv TAXIWAY X co 0 PROJECT FINISH HANGAR FIN FUTURE 39.5' 12.5' , 12' _ , 5.5'-,_ 2'_ ,_ 7.5' 5' - '4 65.5' GRADE. FLOOR ELEV 27' 12 T .5' SIDEWALKI ST ONC r T 1 W rn '5,. (GRADE TO DRAIN) --Iz VARIES, SEE W o VARIES VARIES FUTURE 17.5' SEE PLAN SEE PLAN 20' HANGER FIN PLAN APPROX. 1' APPROX. X O • o CFLOOR ELEV _ - 1 W v �.� E EXISTING 1" -i.--�-1' VARIES, SEE 1 �'.;:` .r. �r•�f.-..- �;:,,.;. ., ,. 1% 1 EXISTING •C .--w GROUND (TYP) SLOPE V PLAN ��. :!•'��'-. s!,:�a�••' s! --� GROUND �, 41 \ 2X ARIES PROJECT FINISH 1 0.2' \' ...-.: ,� .� ► •,• � i�yj� _ U o SL �� IES APPROX. / .0, -. < ! �..1r,,. -AfigiArieF16, Swore •; .�, .tiA!'� «.r,+�,� • . �; OP R _ _--L- - ._._ GRADE. — MATCH EXIST w .,co X \ i p ,�, ,,+�+.*Vd)"•ix.*P40..1 +'/'� (GRADETO DRAIN) GROUND _ • - . GROUND • +s' � / E VARIES SLOPE v N EXISTING _ ► 'Ll% 04 0••"..• ). ^, 5% ..„,..0 • M / fl,\ •� tji ���, ���� \ /\\�\\(�/h•\ \ \\ .Ns, //\ • \t\\ /�5 �7 j kf�\\f�/f` • U fr, f %\\\�f\ .14 ` ._ -fy ,1 Ni �v �\' ,`/hr, ` \`e' \ / ~\f`� �a� r�L�ea - 4 4 - ... ),., t• \'"ri.ij\fi'C,\,.' \ �.\ O ~ //,�//,\/J\/\�1 ., - r of/ lr% • r ,i, s, i�,/ i c^% A /\ \ f LANDSCAPE BUFFER W r� . fry \j ,r,.yr\ -PAVEMENT SECTION .� '\;%\ SEE SHEET L-1 a MATCH EXIST , /�\}/\r` �\�.:` \\��` SEE DETAIL - �-7c "5. ,/��!/��/j t� 8a GROUND C- ;\\\, PAVEMENT SECTION SUBGRADE 7 '% '' HYDROSEED a SEE DETAILifir 'b FUTURE FINISH -� I 11141"""► DEPTH VARIES V a -,t GRADE SEE PLAN1111°. �- SOD BOTTOM & 1 FOOT h TYPICAL TAXIWAY SECTION C 1 .----- TAXILANE BIOSWALE SECTION .4 OF SIDE SLOPES (T-904) NTS t� ZO NTS C-4 1- AIRPORT Z PROPERTY LINE (1) _ w O J < C TAXIWAY Q z FUTURED WIDTH VARIES-SEE PLAN •� I.`. Q w O HANGAR FIN 39.5 39.5 FUTURE PROJECT FINISH GRADE MATCH J FLOOR ELEV 13.75' HANGAR FIN PROJECT FINISH GRADE SHOWN Q Q ON DETAIL 2 (THIS SHEET) EXIST FENCE Z I—— VARIES, SEE FLOOR ELEV AND GRADE TO DRAIN. TO REMAIN LEI Q c� PLAN VARIES, SEE I LLJ Q 12.5' 12.5' PLAN PROJECT FINISH Q -- _ \,.._ __ p-29' GRADE. FUTURE HANGAR FINISHED FLOOR EL 52.40 •,�- �.�r `_ �'2� 02' - L - _ (GRADE TO DRAIN) - . _ __. .. �. __.. __. .. .. .w..... .... �.__._.._ .- CC d� J \/ :'\/\.;\ `'.- .:'i.-r► ,,..�?A•. *� ..' 'siei� .i• -- - ~' s,' ,?,,Ls.,, ,,, ;'`' . \. r - �` �� EXISTING •U O ram,/r/ 'vI •i L ��`%�'�r►: /YliG , �. �i. _ �\j\r\ \ y',\ y �,' .�: r :�+r • . avail i\ / \< Y4- �` \- GROUND _VV+Rs ►„ ., aid. 1 ` /\; \ i Ly' \"\\\/��. y ��a. ri,;�!Zr �.�'y�i�'+`� �i E \f \ 3 \ l : s 1 t €/ / �( -d� T T \\ /\'/\\'/,� ,,� -. r \. /'"fit r�. .ram.r_�„� �a `r`�... f ��\,�,;,.��t' ti \ � ,.,.., 1�t� t.- ,y. APPROX. r\�,; ?off;j rf, ,�,, �� � j \!\\f`\ '\. - , 4 rid - \,\ram:\'\,, 4 3 --i. EXISTINGir\;�\fi�\�`--\ ' �, ''` �` CREATE DRAINAGE SWALE AND O ti , t \//�Ji\ } x y ,_� GRADE TO DRAIN O GROUND • a r,\//\\;� >v y 1�^4! ,/ r �s�i~ \\'r \\� ' / FILL WITH C J O -PAVEMENT SECTION `r\/>, \`" F.-` :;\<< t\%;fir, '' IMPORTED BORROW L Q I o SEE DETAIL4 FUTURE FINISH -, FA - J GRADE ��f/ 'f',• (P-152) I`� PROJECT FINISH - ,j°� _Q 0 l(> ,,f GRADE C-4 2" KNOCKOUT FOR APPROX. EXISTING �'' TEMPORARY DRAINAGE GROUND DEWATER0 EXCAVATION PRIOR Q Q O N " � (INCIDENTAL) r ` E- 1 /� TYPE 1 CB WHERE %,„_-: .N., I Q `.J O w r7 TYPICAL TAXILANE SECTION / Z SHOWN ON PLANS CD I , 1 '' �V Z NTS • -; ZCC C-4� APPROX. WATERCL C ELEVATION �`' %% t'%� �- '�% '� REMOVE ALL MUCK AND L =� ' �' = � rr- ORGANICS TO A DEPTH -AV '\k-77V/\�i OF 12" OR AS DIRECTED Q NATIVE "\r�/\,• .r- BY ENGINEER ACCESS ROAD AIRPORT GROUND (UNCLASSIFIED EXCAVATION) Q PROPERTY LINE 4-- 0 ` HANGAR FIN 10' 10' 2' v APPROX. FLOOR ELEV DETENTION POND FILL SECTION 5 EXISTING VARIES, SEE ( 1' X EXIST FENCE z GROUND PLAN \._ / TO REMAIN NTSC-4 E- - SLOPE1" r AIRPORT •� O -tea, VAR/ES- PROPERTY LINE V r, , . .i i 'i r SEE PLAN \\\; \ \ Os\\ • ' ,..-`,• .., y AN � /y -... �� Sr 59' MAX X Q 4 « +R''•'►: /ice/ �- w \!\\ '7}, - . iri i+� .;.K�,j•� •,,�r.�;. iti..� CREATE DRAINAGE SWALE m lizr r��/r'' r S''�"f���y+ `�+ ,�_t I / AND GRADE TO DRAIN ACCESS ROAD Q PROJECT \/� \>\:;N\ fir'iAP �>. \ '' FINISH ;f �, r, FUTURE 10' EXIST FENCE GRADE i14 N../ X HANGAR FIN 10' 9 TO REMAIN �� APPROX. I I ' - FLOOR ELEV • EXISTING ••.■■ ■.•• %rt VARIES, SEE i x EXISTING PLAN • o� `�� • cn SUBGRADE T GROUND .• 4 •. ���jr s / GROUND \, 1 • c. \ A `_„- '� 1 S A 1 FINISH :zG� ��w. N B APPROX EXIST , �;, / � LOPE VARIES GRADE ` G `') d; FILL WITH i � /„'�'j',*•:ts- l ' eli'y �i - ■-� ` ` x■ ACCESS ROAD TYPICAL SECTION GROUND IMPORTED BORROW �y;\ i i`` '•••••��#p` r+ . t«o• •• .','�'r \ -- T. •e`v�: iy 3" BITUMINOUS SURFACE COURSE (P-401) APPROX. WATER `'' ' -� (P-152) ir; _ ' } 's'�' ;"�:�f' s•••--..'� Y// %, 3q-59r``•' ••� "�� `� • ,i` \ �. 4 t \ t 1 ' ! Y t r c i.. ;,f, •dt:iNiP .,71102 n - "�-i \/�\ \\ EL- ♦�6 bdg 4p�• w 2" CRUSHED AGGREGATE BASE (P-209) ELEVATION ,; ;f;, ,,z, ,1 .- , ;� •;r Ikk4.• /o/��0 F\r \ �\ PROJECT -1 :,� ,�.i, �` ::-!--.14*-74,6,:aE I_117, I—y /.r/,;� •..`\. •13 IMPORTED BORROW (P-152) ' FINISH - ii 4 t ; �' ``/ '� - \ DEWATER DITCH PRIOR GRADE /tiS\\ \1-\ ","r 1' -� i Ij j-jii{1 I---1 - !!1 I 1 f- 7\ , .. �/�r j,yl ',,, i._.._I I iEl,4 I j I:=1 P I=1 E I;. /\ e-- REMOVE ALL MUCK AND TO EXCAVATION (GRADE TO DRAIN) � ._ 1' s€- ORGANICS TO A DEPTH (INCIDENTAL TO EXCAVATION) € -III_�Ii �, / O OF 12" OR AS DIRECTED w BY ENGINEER w NATIVE GROUND ACCESS ROAD TYPICAL SECTION ,,, 4 ,M� Z a Q UNCLASSIFIED EXCAVATION) 3" BITUMINOUS SURFACE COURSE (P-401) aI! �- 2 CRUSHED AGGREGATE BASE (P-209) -III_-I;- Y I- 13" IMPORTED BORROW (P-152) __I I ,!I€-11 O OD o 1 �j, / 11lyilf/!.// CLEAN NATIVE MATERIAL i_. '1 GROUND EXISTING m o • // • ���c �iii �rleasf�`i"'L'. 's,y / p w \ ,..a.�,�,a..�a�y,e►•_?s�!�e,iir»4.�r.•►;��,►,•;'+� �.•.�• SALVAGED FROM GRADING % r7 w > in ACCESS ROAD TYPICAL SECTION .3 =•* ,e_,� , „�;��e OPERATIONS (P-152) -<>7 > z o NTS ` C-4 , , ` a _ o '''''/ REMOVE ALL MUCK ANDo w ~ C� Q > W W \7\2>/ al t NATIVE j\r ORGANICS TO A DEPTH /,� ,\\`t ;•<\" •` . ACCESS ROAD/BIOSWALE SECTIONC 6� w ;;\ /r\�rf _ GROUND OF 12" OR AS DIRECTED 0 0 v, ,j/ jam;}` BY ENGINEER o ,\\ i NTS C-4 (UNCLASSIFIED EXCAVATION) U It 2" BITUMINOUS SURFACE COURSE (P-401) v) W Q A COMPACTED 0 3" CRUSHED AGGREGATE BASE (P-209) PROJECT REF: FAC 0043-98 � � m m o `n \ SUBGRADE Record Drawing Certification d (P-152) 13" IMPORTED BORROW (P-152) These drawings conform to the Contractor's construction records. These plans are approved for conformance with CO the City of Auburn's Engineering Division z CY z requirements. FA Q Q N I o TAXIWAY TYPICAL 0 BY / !!_ ,,L..� _ Date: 3 'Z7-02. o o o o QPAVEMENT SECTION \ —ozNTS (-7. -4 1-- Title/position:_ /�/erCk(EG.T .�'JA�L19 4 5-, ..______ Approved By__ _ // SHEET 4/110 Z.174 ►- U Confirmed by City._ ___ Date: - Date Approved: //1Z=-` >� Ld w C - 4 1 I 2 I 3 1 4 I 5 6 7 Q 0 X D 171 Z . STORM DEMOLITION NOTES: E Al. REMOVE 40 LF 30" RCP A. REMOVE EXISTING 48" STORM MANHOLE A REMOVE 22 LF 30" RCP. PLUG AND SEAL EXISTING MH TO REMAIN 0. REMOVE 59 LF OF 18" RCP 5 CONNECT 12" RCP TO EXISTING CB _ Q REMOVE 48 LF OF 12" RCP. ABANDON EXISTING PIPE UNDER TAXIWAY. 07. REMOVE 105 LF OF 18" RCP. CONNECT TO CB NO. 19 8. REMOVE 15 LF OF 12„ PVC. SCALE 40 0 20 40 80 ( FEET ) 1 INCH = 40 FT TAXIWAY STRIPE TAXIWAY STR EXISTING 30" RCP EXISTING 72" STORM MH - RE 52.50 IE 47.37 30" S (EXIST) IE 4 7.3 7 30 N IE 47.37 30" E (REMOVE AND SEAL MH.) IE 49.77 12" W 1: C IMPORTED BORROW (P-152) Z FOR THE TRENCH CROSSINGS OF EXIST. PAVEMENT, SA WCU T EXIST. PAVEMENT BACK A MINIMUM OF 12" FROM THE EDGE OF TRENCH. REPLACE EXISTING ASPHALT PAVEMENT SECTION OR CONCRETE WALK TO MATCH EXISTING. SEAL JOINTS WITH AR-4000. Cl3 NO. 25 T-yPj CIE _5"O -48 / IE' 47.55 /2" G✓ '\ DR A A E E - GRADE TO DRAIN - STORM PIPE CLASS B PIPE BEDDING PIPE DIA + 12" (MIN) EXISTING PAVED AREAS TYPICAL TRENCH SECTION 1 NTS C-5 COMPACT BACKFILL IN UNPAVED AREAS AS REQUIRED FOR EMBANKMENTS UNDER ITEM P-152 SELECT NATIVE BACKFILL V STORM PIPE `CLASS B a ey. PIPE BEDDING �- PIPE DIA + 12 (MIN) W Q A EXISTING UNPAVED AREAS cl:T YPI CAL TRENCH SECTION 2 m NTS C-5 z o NOTE: 1. DURING CONSTRUCTION, A MINIMUM OF 2' OF COVER IS o REQUIRED OVER ALL STORM DRAINAGE PIPES. 1-- 2. ALL HDPE PIPE REQUIRES CLASS B BEDDING. SEE w SPECIFICATION D-701 FOR ADDITIONAL REQUIREMENTS. m 1 i R V1 CB NO. 19 TYPE 11 - 48" IIE 47.75 E 49.0 I 48" MIN. CMP STANDPIPE$ IE 48.25 OPEN TOP, CLOSED BOTTOM n; i INCASED IN CONCRETE I =m GE 51.58 IE 48.98 18" W (EXIST) FIELD VERIFY IE 4 7.2 7 18" E INTERCEPT AND CONNECT TO EXIST. 18" STORM PIPE CB NO. 26 TYPE I GE 50.40 IE 46.79 18IfE IE 46.7918"W IE 47. 0 10to N(EX CB NO. 20 IE 47.0 IOItS(EX) TYPE ll - 48" GE 50.50 ^� IE 45.29 30" S f FOUND EXIST. IE 45.19 30" N i } 10 IRON PIPE IE 46.65 18" W IE 46.29 15" E 6 IE 47.00 15" E U IE 4-7-4-6 12'� W, �, O 74 LF OF 12" RCP a' k ® _ti S 0.02 /�• .a,� ,��-,"n,� .-. �3 1 ...,kxMi4,.�i .,. :r:�'"'`�..��,�.,�..a�:,a�s'.+Gss.�a�.'�5�..?..: TIFF'/1 - 48" IE 51.25 yf`�46.99 30" S 1py ! 'DRAIN, EI �ASE; T I 1 t 11 1i ICI � I i• � - � I IR I qu a _ 136 LF OF 30 R i x ' ____ _, _ I UTI I TY CLEARA VCE -i I U IT CLEARA CE 4, BESTOR AN f E STORAN- a I WA TER- L. '�' aW WA TER= � T D I I� L F I ! / ` J I r I she {�B N 1- I • yak �' $ CB N 5 I TYPE,1 1 TYPE 1 - - IGE, 1.96 : �k," I .J I �� f , � IGE 51.28 IIE'47.-2 15" W I x - - " I -42 12" E I IIE 46.381 1 W rJ-461 1 E I L o L?� I -- I I rr I CB N9-- 2 J IDE N fiITYPE11 I _ Ill I � �) I 96 I 28V IIE 48.19.2-1 " W I I » if IIE 48.02 12F EIIE 47.31 1 E I F L - I �,�x I -1�, I L �- 4 _ o _ I B N 3fl o j B N r7 TYPE I II TYPE IGE 51.96 _ I GE 51.28 CIE 48.52 12 W I = CIE 47.81 42`' CIE 4828' E I Q 1471$1 E ` { N I I F_J I. C) I r_ J I L I.; L� l L _ I ICB _NQ. 4 I-- - CB N0. 8 I ^a rC TYPE 1X, I y` TYPE 1 IGE 51�-96 I ICE 51F28 ,� I CIE 49402 8 W IIE-4&431 8 W L..1 �s I can nv 2 I 3 4 0 0 ='�. Y' W. S. WA TER TIGHT SEAL o 0 2 J °1-=1 0 1-1/2"WASHED 12" HDPE ; ° o ROCK GRAVEL' 6" MIN. ONE _� DEAD IE 44.75 , , „ <.. , , „STORAGE > 1 DIA. TYP., 40 HOLES :; y 'MIN. ® 10" O.C. THE 6" CONC. BASE `- `'�� ``�� ��'^� �`�IMITS OF THE GRAVEL IE 44.25 ' CONE PERFORA TIONS I COMPACTED GRAVEL SHALL BE LOCATED WITHIN BASE GRADING/EROSION 61SCHARGE CONTROL STRUCTURE 3 jj x N TS r CB NO. 21 TYPE GE 49.87 _ IE 44.85 30" S 1 44.75 30 IE 45.85 15" E k,s r^ @ S=0.c7Q 136 LF OF 30" _ UTI I;TTI� CLEAR--VCE _ _ ___ _ _ I BE STORAII AND WA TER=1 I TL J o I L_ I CB NO 9 " TYPE 1 I r. IGE 50.6D J I �e. I�E�� 46�37 15" W I t �tE-4M37 12" E l f I �r I CB NC2..10J I fi TYPE 1 .60 . } IIE 46197-•-1t' W IIE 46.87 12 ' E v �- # _ \ I L- C) I -I �N Q �I r;� BN11 TYPE I �y IGE �0.60 12W W n., ---ii a I 4 7rJ3 Ste` E I .CID I L_� % CB NO. 12 I F+ _ r 3e I TYPE 1 .Ty3 IGE 60 I -4;#87 8" W 6' CHA€N L W FENCE CB NO. 22 CB NO. 23 !f TYPE II - 48" TYPE /l - 48" GE 49.38 GE 48.87 26 IE ., i 44.41 30 S IE 44.16 30 S i z29- LF OF 30 RCP IE 44 31 30 N IE 44e 06 0" - I i @ S= 0.0025 I 1I- 44.68 5" I I i 20 ; TORM DRAIN. I ; I :.EASEMENT; 121-4 7 LF OF 30" P @ S=o, 25 ' CB N0. 24 I I TYPE ll - 48" U TILI TY CL ARANCE t 41 { ETWEN ORM A D b' ' GE 51.05 # WAT - -Jd I IE 43.77 30" RCP E (EXIST) Z I ITA; , u IE 43.77 30" RCP W (EXIST) ! IE 44.00 30" RCP S ° L col _ GCB N0. 13--1 I `� i TYPE 1F x 4 , CONSTRUcnav NOTES: GE 49. J l!II�E 4 3 15" W _ `tE-45�93 12" E REMOVE AND REPLACE EXIST ! CONCRETE CURB, GUTTER & SIDEWALK ( TO NEAREST CONSTRUCTION JOINT. I rf � _ � I ��� •r REMOVE AND R EPLACE EXIST ASPHALT ROAD SECTION AS NECESSARY. SAWCUT ASPHALT JUST PRIOR TO ASPHALT I F_ PATCHING. SEAL EDGES WITH AR4000. (INCIDENTAL TO STORM PIPE IN 1 EXISTING PAVEMENT.) jCB N14J I 4e i nl I TYPE 1 I� -41 .92 I IIE 46. 1�» W I 01 ` IIE 46.43 1,E _ J Fx s F 1' F i L-I �� h I � I x I rCB N 15 I ` I TYPE -- I ® GE 49.92 _ I IIE 46.93 12�' W IIE 46-PJ-8-'� E I t L_� nCIO I L C) I �J r. I F CB NO. 16 - I ` TYPE 1 P IGE 4F92' I �E-4,-N-44 8" W t _ I 5 -- 45 Emp m� PLACE RIPRAP 46LF 12 HDPE 6'x l 0'x 12" OR U S= 0.005 AS DIRECTED BY ENGINEER. (D-701) CB NO. 17 TYPE 1 GE 47.80 IE 45.80 15" E Record Drawing Certification These drawings conform to the Contractor's construction records. Date: 3 7-7- O7 Title/position:- & /*I Confirmed by City. _ Date: PROJECT REF: FAC 0043- 98 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By. -------- Date Approved: 1STING SDMH 51.16 1 44.41 12" N (EXIST.) lq 44,52 12" S O Q .� V) W QW UO � J J Q � Q Z O QD _Z 3 C Q z w z Q o N Q LjL o Q Q IN)zz N � Q rrL�^^ V C � w O �Qz0 c Q � = O 0 z V d- OZ Q� w L 1� m v J Q cn may~ ■Z i w: � a• ,n 0 - E .� . 0 •f� ■ A Uj w Al: co �I Q SHEET 5/11 C-5 w c~n 7 Q,; ��D 17/1 a_ a_ Z Q 5 Y � m m o U \ � LiN O o ? 3 w O U Zi zi O o Q U U m m C� o v 0 m LU Z Z C W Q °0 N v O W � 0 \ \ E I C 11 30T4 81, MC AND C ST, N-E. GENERAL NOTES: 1. FOR FIRE HYDRANT ASSEMBLY INSTALLATION, SEE CITY OF AUBURN STANDARD DETAIL WAFH-1 AND WAFH-2, IN APPENDIX 2. FOR 2" WATER SERVICE LINE INSTALLATION, SEE CITY OF AUBURN STANDARD DETAIL WASM-2, IN APPENDIX. 3. FOR WATER MAIN CONCRETE THRUST BLOCKING, SEE CITY OF AUBURN STANDARD DETAIL WABL-1, IN APPENDIX. 4. PROVIDE MINIMUM 42" COVER OVER ALL WATER LINES. 5. A FIRE SPRINKLER LINE REQUIRES A SEPARATE DETAILED PLAN AND APPROVAL BY THE FIRE MARSHALL. CONTACT FIRE DEPARTMENT FOR REQUIREMENTS. ADJUST EXISTING VALVE BOX TO GRADE INSTALL 12"X8" REDUCER -t=F,VffA1FV1=7,Fj2# '-'(NC WALK L _Q" GATE VALVE REMOVE & REPLACE EXIST. CONC. CURB, GUTTER, AND SIDEWALK TO NEAREST CONSTRUCTION JOINT. REMOVE & REPLACE EXIST. ASPHALT SECTION AS NECESSARY. SAWCUT ASPHALT JUST PRIOR TO ASPHALT PATCHING. SEAL EDGES WITH AR 4000. (INCIDENTAL TO WATER PIPE IN EXIST. PAVEMENT) C-0,0ECT To Exj_5-T- 12! W51TEA WIA/ k1112-' 12X&`TFE (M3-XFL) h// EXISTING 30" STORM DRAIN LINE RO _NTERLiNE LANE STRIPE ---------- -1 1 X LfJCATfOx WTR L INE CONC WALK ................. ...... .. .................. 8 , EXIST 12" SANITARY SEWER LINE EXIST 12" VALVE EXIST 8" PVC SS EXIST 12" W 12 SS-- TO REMAIN r--EXIST 12" WATER LINE 30TH ST NE SEE DETAIL "A" BELOW WTR CS, TYPE 2 GRATE Div 24;, RCP W 4145 C:u^hIC WALK SAN' C-0 12" PVC N 44,28 24' RCP E 43-34 ................. ........ ........... ............. I ........... ­­ .... ............ .......... .................... ............ 77 , , — F-10 .. ........... TEL PED. S419-9 STOOM MH R35 LF 24" RCP W 45.66 VE VERL S. END po 4-1 12' PVC 44,52 8 DIP 12" 4 9 8" 45* BEND THRUST BLOCK 36 LF -PUBLIC 8" DIP I EASEMENT g D 15 LF_.6" _,_VC F F_ b 7 F1 i_ --I SS dLEANOUT _j _j _j L_ _j L_ _j L_ _j L _j L, _j L.-WLTH.1 STUBAMMARK�R T T T T T T T T ILA 42.90 in S TEE-1 -J L -j86 - XX" It _42:�. 60S- Roo, DETAIL "D" 15,,ILF 6" PVC T - - - - - F 7CLEA?0U_TT_ -- WITH S)V"ARKER J_ J_ J_ I- JE 43.5 7-'-\,L F 7 F 7 F __1 F_ 7 F -I r_ -I 8"X8"X61"0 Ss�\ XE _ _j L _j 3,?7 i"T _j L- T -j L- T -j T T T LT T 1E 4T T _j ,r-DETAIL "B EXISTING SSMH (TYP.) ss m� L L RIMJ50.2 Rim 1E 43.49- EkI rF, 43.45-8"N. (EAST) -6"S. . . It"43.50 . . . . . . . . . . . . . . ....... . . . . . . EXIST 12" VALVE EXIST 12" N WATER MAIN EXIST 12" SERVICE 8" 90'BEND & THRUST BLOCKING CONNECTION REMOVE EXIST. CAP AND THRUST 52--\ < BLOCK 8" D.I. —" WATER MAIN DETAIL "A" PLAN 1, let I`-, rp� 5L44 RI .12 2 IP cl� k 2 87 LF 6" PVC 0 S=0.02 If ARKER 45.24 EDGE VEGFTAT10N+___�' C-) 8"X8"X6" ME (MJxFL) J_ /i , F F_ 7 F -W 1�6;4�A - FL1- -VEAL VE _qZ FlJ A' SSEMOi� RU BLOCKING 1 f i _j L_ _j L_ _j L_ _j L_ _j L_ _j L _j , , , i-- _j T V T T T T T T I 1 W D _ _ ._ I —,8„ GA TETvA� EA SEMEN T 15' WA TE 7- EASEMEN T - - - - - - - - - - T T - - - - - - 2" BLOW OFF VALVE _ASSEMBLj J_ J_ J_ K 1Z J_ _j 7 F __1 r_ -I F -I F _j _j _j L_ _j L_ _j L_ _j L_ _j, L_ _j L L T L_ T T T T T T T -J - - - - - 1 WATER SEMENT 8 GATE VA VE- IFRf N END RM 4a.�-- —A CE xYER E. END W"RG 45.42 Rf 4 5' CHA IN If INK 5 8-X8-X6- TEE (MJxFL) W/6" GATE VALVE (F4xM& 5 114" FH,,,,ASSEMBLy & Si 1 1 �j EL 50.12 PROP. 8" DIP WATER LINE EL 45.95 NEXIST 8" SAN. n SEWER PROP. 6" SAN. 42.60 SEWER \ DETAIL C If --jj PROFILE 8" 45 * BEND & THRUST BLOCK 8"X8"X6" TEE (MJxFL) W16" GATE VALVE (rLxMJ) 5 114" FH ASSEMBL Y & THRUST BLOCKING TEL PED. PROP. 8" DIP--\ WATER LINE EL 50.78 EL 46.6 EXIST 8" SAN. SEWER WLK ROP. 6" SAN. EL I P .-ADJUST EXIST SEWER SANITARY SEWER MANHOLE TO GRADE DETAIL "D EXIST SS TO REMAIN PROFILE $,I` 1Ri#N PIPE A&0Vr D/TCH ,4NSTALL AIR RELIEF .iVALVE ASSEMBLY 17 LF 8" DIP PROP. GRADE/ EL 50.75 N PROP. 8" DIP WATER LINE !H 7 EL 46.50 ljol FD REFAR/CAP =56fi EXIST 8" SAN. Aftft- N 4 SEWER 43.27 PROP. 6" SAN.j 4.5' _)EL 43*50 SEWER DETAIL E 1 fl PROFILE 1.1 CULVERr, N ' END 6' PVC 48.11 SCALE 40 0 20 40 80 FEET 1 INCH = 40 FT Record Drawing Certification These drawings conform to the Contractor's construction records. Date:— 3 -2-7-oz__ Titielposition:_ 02 /q /9-AI,4 C4 A 9— Confirmed by City. ___ Date: ----- PROJECT REF. - FAC 0043-98 L10 __1410 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By. Date Approved: 7 LLJ CD cy) c� CL o i J O Z3 Q L Lj CL � n o Ln Q z CN C 0 C) LLJ _D 0 i Q LLJ CL ft� n :3 CO Lj C) Z H _j < U V) 0 0) LO U-) Ld IL x Ld < C) M M 0 L.LJ 00 00 0 0rn Lj > 0 Lu 0- V) C'n < 5; :65 C LIJ g0 8 Uj 0 C) Q) Q, M M Q Q Q � M Ld z Li 00 M 00 OD < Ld of < 0 N0) 00 100 0 Q� SHEET 6111 C-6 Cn 02, D 17 /2. r u C 101 NEW 1 TAA1 WA VTR YE N TER-CE.P--T .-A.N0_.00NNE_C-T - _ TO EXIST TAXI WA Y F CIRC111 _--- EXISTINC 2 PVC TAXIWAY EDGE LIGHT INTERCEPT AND CONNECT --'----- TO EXIST. TAXIWAY CIRCUIT._.. u __ SCALE 40 0 20 40 80 ( FEET ) 1 INCH = 40 FT 1 LANE ' EXISTING 2"PVC (TAXIWAY CIRCUIT) srrrs- - - INTERCEPT AND CONNECT TO NEW TAXIWAY EDGE LIGHT. RELOCATE EXIST LIGHTED SIGN, FOUNDATION s & EROSION PAD, RECONNECT TO RUNWAY LIGHTING CIRCUIT. RELOCATE EXIST PC EDGE;, LIGHT TYP 6 EA t 3 275 LF OF 2-2" E_ 1 DUCTdS4, N CONCRETE SEE DETAIL ' 12 LF OF 2-2" DUCTS IN CONC. CONNECT TO ' EXIST CONC. DUCT BANK fd fff f 6"IW9DE SOLID YELLOW TAXIWAY CENTERLINE STRIPE (TYP) f`} NEW OR RELOCATED TAXIWAY EDGE LIGHT (TYP) SEE DETAIL 2 E-1 1Lb ► Jo 12b 50' _ ; 2" PVC (TYP) C' 50' 45 LF OF 2-4" PVC CONDUIT IN CONCRETE ' (TYP) PLAC _DUCT MARS E PT AT EACH 511D. (T; P� � 4 � 42.5' _ 12.5f, _ _j J F, 3o�F Viz" RCS f PI PE '' .; _ .r-......._, ,k 29 6' CHA N LhNk FENC_ Record DraCertification These drawings conform to the Contractor's construction records. By. p_ _ Date: _ 3 " 7 - O Z Title/position: Confirmed by City. _�— Date:- 2 l 3 4 i lb gym.._ PT L- 7 P g ,—_ -12.5' S .. _ # 12.5- s i s F l s gg s " )RG5 PIPE 0 �I gmf-0 Id! PROJECT REF. `_EAC 0043 _9S � These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By. ------L�a� Date Approved:-- 5 0 6" WIDE SOLID YELLOW TAXIWAY CENTERLINE STRIPE (TYP) NOTES: 1. HANGAR BUILDINGS NOT IN CONTRACT 2. THE RUNWAY AND TAXIWAY EDGE LIGHTING SYSTEMS SHALL REMAIN OPERATIONAL THROUGHOUT CONSTRUCTION ONLY DAYTIME SHUTDOWNS OF THE ELECTRICAL SYSTEM WILL BE ALLOWED. 3. EXISTING 60' DRAINAGE EASEMENT TO BE ELIMINATED BY OTHERS. 6" SOLID YELLOW CENTERLINE STRIPE ;v —INSTALL STOP SIGN & STOP BAR PER CITY OF AUBURN STANDARDS. (STOP SIGN INCIDENTAL TO OTHER ITEMS.) ELECTRONIC SLIDE GATE AND CARD READER. SEE DETAIL C'8 7 v12 Z z O Q o .� W q � J L�1 z .._ O O CL O OL � � o -Q 04- 01:� L Q Q IV)O CN (\4 CO ~ O .Q O L q LLJ CL_ -Q Q 00 Z Q QW m Q � •':4. . •�¢ ram} LO ■ f..� � �� it N ice. Ox • •� �/ Nis Or% �� W rl rZ Q _z Y 0 m Lj Z C) ` Y O w z O V V � 4 0 U a di W. w Moog L di U U ~ Q Q m m o o p o m w z w rn b t cf) Q Q 4 `r N w Ofo 0 0 o N 00 O ,,I- C) �I <C SHEET 7111 0 C®7 w Cn __j /7/;L E C C FORGED ll GAGE ---N,,\ CORNER ARM FABRIC BAND (TYP) E H 3 STANDS BARBED WIRE CHAIN LINK FABRIC ACE RAIL TRUSS ROD ' .. TENSION WIRE r TWISTED AND BARBED SELVAGE . CORNER POSTS & GATE POSTS REMOVE EXISTING CONC. DRIVEWAY � ROD WITH TO NEAREST CONSTRUCTION JOINT NE 30TH STREET' s AND INSTALL NEW 26' CONC. DRIVEWAY. TURNBUCKI I SA WCU T AND PATCHY--1 � ACCORDING TO CIT�' OF AUBURN EXIST. ASPHALT. SEAL STANDARD DRAWINGS. (SEE STD W-1) I JOINTS WITH AR4000. i INSTALL NEW JUNCIrUj ,,.QOX------------------- AND ° COiNNECT­TO EXIST RIWOVE 65 LF OF 6' CHAINLINK CONNECT EXISTING CE 1 DUCT BANK. V � � � , E AND EXISTING 20 SWING TO NEW CORNER PO T. (SEE APPENDIX, iRSL-4) TE SALVAGE AND DELIVER AIRPORT MAINTENANCE. EEt NG F CE _ _� - --w- _. ► ► mm:i . DOUR ° is _ GATE ---� .� ' TOMAIN_ _ - _ __, �. , . t L r - EL 50. 98 A ! V �'" EXIST CONC. CURB 3-1 -j, EL MH , EL ..... -- --- — -- --- -- - _ _ LANDSCAPE AREA SEE SHEET L -1 TAME �- .. ... ... 32 LF OF 6' CHAINLINK K ! ;",i i 37 LF OF 6' CHAINLINK FENCING. SEE DETAIL 2 ( t t � � ' � � � 1 I FENCING. SEE DETAIL EL 4 9. 78 i ri� EL 49.76 VC-8 k L 7 ',.� a i S- Y ' .y, 2�?i • � .xF.iav'..x. {! 7 ,� ti � ! ssK'• ��� r� r 0 TR LER i P ggg � EXISTING CONTOURS (TYP) _ ..� _,'�'����f :. ' _ • ..._y`��`-�: . - ..._as •� . r EL 50.03 NOTES: 1. SEE SHEETS C-5 AND C-6 FOR STORM DRAINAGE, WATER AND EL 50.10 SEWER IMPROVEMENTS. 2. SEE SHEET E-1 FOR ELECTRICAL CONNECTION. 3. GATE CONTROL WIRES & UNIT, SAFETY LOOPS, POWER CABLE, CONDUIT, ^�,�'� M � I C JUNCTION BOXES, CARD READER, FOUNDATION AND ALL CONNECTIONS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURES EL 50.28 RECOMMENDATION AND SHALL BE INCIDENTAL TO THE GATE INSTALLATION. . a ,—....o.--------- —__ r — --.—,.,._--,.---......-------..M.--..... 4 i W z A Q Of s a U � VEHICLE ENTRANCE DETAIL 0 1"=10' C-8 z 0 U w Cf) 1 1 2 3 EXISTING FENCE TO REMAIN. WHEEL GUIDE DETAIL NTS Record Drawing Certification These drawings conform to the Contractor's construction records. BY Date: _= Z%'O�._ Title/position: Confirmed by City. Date: 4 1 EXISTING GROUND SLEEVES BRACE RAIL A I CONC. FOOTINGS 8'-0" MAX. — 6' CHAIN LINK FENCE DETAIL NTS SLIDE GATE DETAIL NTS PROJECT REF: __FAC 0043- 98 ____ �� 1• f These plans ore approved for conformance with the City of Auburn's Engineering Division requirements. Approved Date Approved: 1 1 ENTRANCE ROAD PLAN 3 STANDS BARBED WIRE CHAIN LINK FABRIC X� ` TOP RAIL k * " TRETCHER BAR TENSI y ,. EXISTING GROUND 10'-0" MAX 1'-0" 1'-0" PULL POSTS LINE POSTS NOTE. ALL FENCING AND GATES SHALL CONFORM TO WSDOT TYPE 1 STANDARDS FOR MATERIALS AND INSTALLATION. W CARD READER MOUNTED ON GOOSENECK STAND 3000 PSI CONCRETE PAINT SIDES WITH YELLOW TRAFFIC MARK- ING PAINT 00 � as 4 �i R=6" (TYP) -• 3' - I �TO CONTROLER UNIT PROFILE NOTE. BUMPER POSTS (2) ARE TO BE 4"x7' SCH 40 GAL V. PIPE WITH PRESSED STEEL CAP, FILLED WITH CONCRETE AND PAINTED YELLOW. CARD READER FOUNDATION NTS no 0 � a L Uj d cc iz O a Q o g z wCL V_: b lot TI z z U 0 o� l { C LL Q 4.. 0 O V z U Q (n 10 Z, Uj ♦ ji' 4 O F 0 J N O F--I SHEET 8111 a C-8Cn w 7 a Z Q m mo w U ��� \ Y 0 o 0 w a- = a- O I U Q i W W W ()�000 U U U (n U U U Q m m 3 o 3 0 3 0 o m z z 0 < w °Q rn 00 � Q w cr, o \ o 0 0 0 PPS 01 13 '` 0A 0 17 / 1% I I SCALE 40 0 20 40 80 160 ( FEET ) E 1 Inch = 40 ft. LEGEND: e 0 SILT FENCE (SEE APPEND 1 X) O CB PROTECTION (SEE APPENDIX) CLEAR I NG & GRUBB I NG AREA (P- 151) NEW PAVED AREA NOTES: 1. 30TH ST NE SHALL BE KEPT FREE OF DIRT AND CONSTRUCTION DEBRIS AT ALL TIMES. 2. GATE SHALL BE LOCKED AT THE END OF EACH WORK DAY. 3. PEDESTR 1 AN CONTROLS, TRAFFIC CONTROLS AND BARRICADES NECESSARY FOR CONSTRUCTION WITHIN THE 30TH STREET NE RIGHT OF WAY SHALL CONFORM TO CITY OF AUBURN AND WSDOT STANDARDS. 50' MIN i n A. _N _A .A —A n .—A Ct n A .f C) r, '.X _ -'A W C A 12" MIN OF 4 "-8" QUARRY SPALLS ON GEOTEXT I LE REINFORCEMENT FABRIC. REPLACE AS NECESSARY I THROUGHOUT CONSTRUCTION. i CONSTRUCTION ENTRANCE DETAIL NTS C� w z A Q IY a- Cn z O z O F- U w V) TAXIWAY STRIAE as TAXIWAY n EXIST. 72" MH TO REMAIN. EXIST 25' WIDE CONCRETE F DR I VEWAY TO BE REMOVED AFTER COMPLETION OF NEW VEH I CAL ENTRANCE. REPLACE W I TH NEW CONCRETE CURB, GUTTER AND 8' SIDEWALK TO MATCH EXISTING. PROVIDE HAY BALE Z OR CHECK DAMS AS �- REQUIRED BY CONDITIONS ALONG DRAINAGE SWALE (TYP) 0 1 a EXIST 20' SWING GATE TO Z ;� REMAIN UNTIL COMPLETION OF NEW FENCE AND GATE 2 ( �� GRADING AND EROSION CONTROL NOTES: i fl(� cif''' I . WITHIN THE CITY OF AUBURN, ALL REQU I RED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SED 1 MENT-LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2. THE DETENTION, SED I MEN TA T I ON (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQU I RED AS SITUATIONS WARRENT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERM 1 T TEE. 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL POND SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERM I METER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 5. DENUDED AREAS AND SOIL STOCKPILES MUST BE STAB I L I ZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APR I L I TO OCTOBER 31, ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STAB I L I ZED W 1 THIN 10 DAYS. FROM NOVEMBER 1 TO MARCH 31, ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STAB I L I ZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMA 1 N UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREA OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STAB I L I ZED I MMED I ATELY. 1 i 2 EXISTING DETENTION PONDz 'IAX 1 WAY LANE STRIFE L` Record Drawing Certification These drawings conform to the Contractor's construction records. BY — _ — Date: 3 ^ Z7-aZ _ Ttle/position: ��o�Jf_.e�s� Confirmed by City— _ Date: _ 3 i �19 1 y � }lt J e ` STORM DRA I N' L I NES AND CATCH BASINS FROM EXIST 72" D I A MH TO NEW CB #24 SHALL BE SILT FENCE (TYP) INSTALLED AND APPROVED PRIOR TO ANY EXCAYiAT I ON/FILL IN THE EXISTING DETENTION POND. SEE SHEET C-5. t ;j. Y i• "�` �++' �. Y t.�r z- °ta,'p Sr {'*` ° kS � ��� � -ter , n i :. t 3r' al r } 30 RCP �' — — , �', 30 RCt��, IAA 30 .RCP . caI GB-2-1 Z4LLLLfLFF GIs' "k LLLLL _ _ _. -f _ _ k i t m, w t" ` sl' gyp{ ,". Y 1 ....... � � �1�"" .�.. � w \ ! x F":..low+ s, 2 FF£. A -__° t ' y S +" Pal ii c h L _ C �s� �l L � � ..ww � � +���'�Y��U':� $ }••�:. awn... � �f+1w T1;-0ix tX " � � /� ..... � Sh�'�xt� � `N �4#1 ��`.1y.j m3 Shur} "gvs,tvf a ca f, & ., ¢ :�.5's5':.; 1 ..\�„� "`._. � e.�l i 1 yam. ...� .,.,,� .,fur hf m YP,:'uta' i Mom• <��. � 1V �'' it � y_ fyF ! 'L;y\} xY+*^.'; \ 4 .�• xal� •fir j. 1$, �� L i ° �5 Yi��z��r:� S p •�.3 �-�Ua�ril,. ,lid y i �%5 r': v y dap, 1 f [� (� St fr � a 5 d r \ } %' � �'���yy., � � 4•'��'� f �� � ._j ^N k q i' 1r g4et</, _j .14n t_ 'r L =, L g' 4 ` , � � ,� � IjJ jam• r � 1 `$ @— L•.'?m agio-m �4ya�`` L tt P at CC„ b' i p�rz7, >�.2y`` I y '_" _.j ({ {r y 5.... t,.,o- w,r -- vet � t4 t v 19 •..\'. s�1�rrvfi a>g{_xv�i p ��� �1 r.. gg ss ;S�s$�}. m,'�f's'>�aY��:: SILT FENCE (TYP) J PROJECT REF: AC 0043= 98 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By. Date Approved: __ lvl�--------- 4 X x_ .».... ...._..�..._...®.......—_�. W CHAIN LINK PROVIDE HAY BALES x m OR CHECK DAMS AS REQUIRED BY CONDITIONS ALONG DRAINAGE SWALE (TYP) EROSION CONTROL PLAN SCALE: 1 "= 40' 5 CONSTRUCT SED I MENT POND. MINIMUM SURFACE AREA OF 1050 SF, DEPTH 3' 1 C-9 en I �I 1 � NOTE: 1. APPROXIMATE EXCAVATION Z QUANTITY=12, 500 CY 2. APPROXIMATE FILL j I QUANTITY=18, 500 CY 4 i I i ! i 1, h � INSTALL TEMPORARY xi ` � -CONSTRUCTION ACCESS SEE � f i i -t 4&F 119 2" HD�E S 4Q. 005 � ;m- XI 'ti, :.tar; 'ONSTRUCT a_RAb I NG/EROSION I SCHARGE 4NTROL STRUCTURE N SED I MENT POND. EE DETA I L 3 C-5 i 7 Zo Q J Z = i Q. QLL]� 0 a � J z w .� Q O I� LLZi L�� _i Q� Q Q �QW � O o � O �QZ O O O U OI �zoN LL C Q or �-L Z m 1 . 1 J Q lzc tan a .,*loan � Q �iS � r� • 02 Z 7 04 ■ �'' d ■ ♦ , 0 � ■ �• in w i d'ynb�s a�wi Uj m Z m � j= Y U J m m o w � 0) ` rn p Y O 0 O w = a O Cf) U Q > w W W :�i W :E IYZE 0 0 0 (n U U U m r m � o 3 0 3 0 o m Q N cc 00 w � 0 o o Q 0 N _O �I SHEET 9111 C -- 9 w Q J A SAWCUT AND MATCH EXISTING PAVEMENT MIN. 1' FROM EDGE. (INCIDENTAL) )52'25"E—87.,50' D C C 0 a t- N N O w 0 Q Q x X Lc) CD !A Cr) w L;; iA z h o' N ; 0 00-)-, 0- -0 Q = Q!0 ii V O �o� AAA O w� L co N oo� TA%IWA�{ 5-; TRBi 7 Ay� RUNWAY SAFETY AREA T �VPR4 1000 �.�, - P / UI �1 ON � (TYP)(2— Ll `� Jr- 1 t E1 (TYP) i i i 37+00 38100- I O j f `w PC PC t 2"C, 2#6 5KV (TYP) ; o I i U PT 6 L — PT PT L _ " L _ , PT P INTERCEPT EXISTING p -� 2 C, 1 !�/, CONDUCTOR I F - o Is __ 2» C SPA E CONDUIT & II �� I i �� 1�I f 1 t t r & INSTALL BASE CAN + r - I- �- r _ t t w. (TYP) E1 I f L.—_ I� I L__ i n E r + • �_ — i i I 2 C, 2#6 5KV (TYP) ' i 9 E �` I _ I ' r t i t i v L_ TN _ t ! L —�;t I L_ N I I DRAINAGE SWALE — I 4 2 27' �7 i o7' 2 27' 57' — 27' 2 27' 57' 27' 2 7 ; 27' 2 ' 27' 57' 27' GRADE TO DRAIN j ct} j— I t— I ih — i< I i L— } i + M i I j i h' ' + 1 i� i cty t CQ 6 i L— L__ ' L__-i ca I L— ii. w i i EXIS N r a I 71 Q� �a I ct C) t {{{ Q€ i I + I- O + _RAINAG �_ _ . j I r*, I EASEMEh T ` n � s � t "� ! I -- J a Oi ! 2� Lu rni i_ I x; v L _ I00 4, ,t I - , c� U?" t I v J+ + f Lc:.1 52.40tiTE.1. 1 9 i r' F.F. - -- FUTURE F.F. C II j — FUTURE F.F. � � T —_ FUTURE F. � 13 I� FUFURc p.. — dELEV 52.35 SLOPE i SLOPE — ELEV 51.70 t - " �ELEV 51.OG - �ELEV 50.30j {{� —(— SLOPE L— R r VARIES L __ I OPE SLOPE F_ SLOPE SLOPE { L—� �SLOPE VA ItS VARIES , I �, _ ST LTG CONTROL BOX VARiES VARIES I 1 — I i � V RIES � VARIES � VARIES ! � _! v PROVIDE NEW 20A, 1 P, a(f; F- + , Q 120V CIRCUIT BREAKER It + Lu # 3/a C, 2 10, 1 # 10G co O ca L r i >r % — ► _ -25' RAD _���,_ i + L r 1+ ,/ '� W4 P7 = �' t I t t € n L 2- MAX! 1 MAX /,% PC J+ 2: 1 V 3 !02L_ BE � r c� ! O to Q L o VARIES a t t � BIOFlL _ T N AR lARIES �c�Ill?. . k�fALE UND AL O _ L i DUCT — ` 711.49' NOO'52'25 "E ' x ja 1el' 01AN LW MWE PLAN ELEVATION SITE PLAN DUCT MARKER SCALE: 1" = 50'-0" NOTE: PLACE DUCT MARKERS DIRECTLY OVER DUCT ENDS, INCIDENTAL TO CONCRETE DUCT INSTALLATION. CONCRETE DUCT BANK MARKER 4 N.T.S. E-1 2 L 5t INTERCEPT EXISTING CONDU PC! J & CONDUCTOR & INSTALL ► BASE CAN 2"C, 1 #6 5KV (TYP) FAWWAY � \ a g PT o 3 cD -- _ _ _ 1 t 3 0 5 PROVIDE NEW J-BOX 2'X2'X12"D z 00 a COMPACTED BACKFILL PLASTIC WARNING TAPE BURIED 6" ABOVE CONDUIT 2" SCHED. 40 PVC CONDUIT BURIED 18" MINIMUM BURIED CONDUIT � SCALE: NTS E� FRANGIBLE COUPLING - AND DISCONNECT PLUG 5" CONCRETE BACKFILL L-823 CONNECTOR L- 861 T PROVIDE 3OW QUARTZ LAMP L-867 BASE CAN PROVIDE 2' SLACK FOR ALL CONNECTIONS aL L-830-Al BRICK 2" PVC W.1 #6 Q V2" DIA WEEP HOLE COUNTERPOISE CONDUCTOR TAXIWAY EDGELIGHT SCALE: NTS E r—NEW TAXIWAY PAVEMENT SECTION + �, ` �, X • ` .�f` G i - •�t' f:t f.. �l w..1✓•..>ov ,y:`+` �.��'C t�.`�' L • N �S. .N '.'•�..�4�r �'•" �'• Y{'..w:...•� .t a ���'•4 .M �ti +i' �'V :'�;�.. t,M .. .J..: ;'�:f. •� . .•Y. •!"•, \.f.�Y ate! f 6" MIN. SCH. 40 PVC AS NOTED I 24" MAX. DUCTS CONCRETE DUCT BANK N. T. S. 6" CONCRETE ENCASEMENT MIN. 3000 PSI @ 28 DAYS. ' \ C\" to V co t U Z N u 1 1 Z�C) d 7 0 t -alp C\2' Q w c' ? a 6' U w � on:"c WE co C (z) 0 ��a co U �a, id tt z o w W Z Q Lij J LL- Ld z '4 co 0 •+ ® ® CL � Q O O LCN Q Z O �-- F- � -Izo O Lu M J iQ aL Of cl- Q� y' ® clL ®Z L O � V v � � � —.J Q � J Q En d Pwo v' d 4�,� Lj N a W 0<2 a. a_ C V � Q V r m m o o Wa O U < (� W m m m o m L, z w 0 O < 0 a. SHEET 10/11 E-1 W J 0z,D 1712