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Construction DrawingsK ISPO ai's ii ty Airport Ve Morth End Surfaci 9 Improvements Construction . Drawings Prepared For: City of Kalispell, MT Sheet Index Airport Layout Plan ......... ......... ......... ......... ......... ......... C-1 Survey Control ...... ......... ......... ......... ......... ......... ......... C-2 Taxiway A - Plan & Profile . ......... ......... ......... ......... ......... C-3, C-4 Hangar Access Taxiway B - Plan & Profile ........ ......... ......... C-5 Hangar Access Taxiway C - Plan & Profile ....... ......... ......... C-6 Hangar Access Taxiway D - Plan & Profile ....... ......... ......... C-7 Hangar Access Taxiway E - Plan & Profile ........ ......... ......... C-8 Hangar Access Taxiway F - Plan & Profile ........ ......... ......... C-9 Hangar Access Taxiway G - Plan & Profile ....... ......... ......... C-10 Apron Pavement Layout ... ......... ......... ......... ......... ......... C-11 Storm Drain A - Plan & Profile .... ......... ......... ......... ......... C-12, C-13, C-14 Access Road - Plan & Profile ....... ......... ......... ......... ......... C-1 5, C-16 Pavement Marking Plan .... ......... ......... ......... ......... ......... C-17 Typical Sections ...... ......... ......... ......... ......... ......... ......... C-1 8 Typical Details & Sections . ......... ......... ......... ......... ......... C-19, C-20, C-21 Cut & Fill Areas ...... ......... ......... ......... ......... ......... ......... C-22 Set Number 2 prepared by: Robert Peccia & Associates Helena, Montana May 2005 CONSTRUCTION NOTES: CONTRACTOR SHALL INFILL THIS AREA TO MATCH RADIUS LENGTH TANGENT DELTA CURVE T1 75.00' 9.99' 5.00' 7°37'56' 60 _._... ..._.. F .ST-. _ ......- ... _ _ _ ........ O..S_. OG.S 2945 2945 _..... _ ............ _.. ....._. ��. .... _ . _. .� . o o $�a o4r ....: .... .O .... ..... .... .... ........ .. ..... ....: ... + 04 U 2935 n A r W . 2935 :. ..:... :....:.. ..0 .: ....:. .... .... .... :.... .. ....F. ' .. _j - v .... r :In:5 :. UL 5 W 0..:.... ... w;.... :...........:...... '....:a. a. S n a a a xw. ...:... . ...:. ...:.... _..: IL 0:50 .. - ----- - - - _ -- U = 2930 _:... CL:.... .. _..:.._ 1. _.. _..: ...-..... -- - - - - - --- --- -- - - -- �- w:... 2930 - - 2925 2925 1. :-.... 2920 2920 .. .. .:... ... .:. ..: ... N .:.. ...... ....'. ...... .. ....:... . ... :....'. ..: :... '.... .; .... . ... CD w . �. ... .. ... ... ... .. ..... Q. N .. ......:.... ...., .. ...... ... ...... .. :... Q N .. : Z Q; Z.... .... Q.� Z . .. �.... il. .. �... — .II &j — 291 ... r. �w U ....:.. :........' ....:...... ..:... ..... F . W..:.... U:W .:. to .. W W �.... U� to ... 4 .� t� U... .... 2915- 17+20 Q �>> W w ❑ .. ... .........'. ....... N ..... W v p ..... W pNyN Qq F �.N. U w.i.N:... HORIZONTAL SCALE 30 0 30 60 .._.... ..fOQ� ..:.. ..... .... ... .. N.Q�JM _" LL :trOJN JN.. ?910 :O> 0 _ Q Q m �:p o U p c?. ...�Q'b n oo U 2910 (SCALE IN FEET) +F oZ_ + ...oZ.= W _.. _. w z=..... t?i. �.uJi. Uj _. n.l. �.W �i W >>._. UJ... Q rn �. _ .. _, y...... > F z a. �y `n VERTICAL SCALE 5 0 5 10 . ..... ..rw..- (q U...... �l ...r =. .rZ—. Cilll ...:.. '. .. ....' .... Q .. .,.F N Z. :... ...:..- ....,. ...... Z. .... CALL ... N�Z' :!/) . - LL .. ... F"N'Z :fn j '- ¢ :..� _ c�LL ... rN. Z:.... 10+00 10+60 11+20 :....� 11+80 12+40 13+00 13+60 14+20 — 14+80 15+40 16+00 U — T 16+60 (SCALE IN FEET) 291 30 0 30 60 (SCALE IN FEET) TAXIWAY A _ _ ASPHAL T APRONff XIWAY . 2945- ......!.... .....:. .:.... .... ....:.. :.... ....: ..:.... .. ...:.... ....:... .....I .. _ ..:... _. �..... II. :R. 2940- N W -- --- -- --- 5 a 2935- . W ..... ........... ....... ...:. .... 77 U) 71.7 7 7, �. f ............... :.. 2 ,0' 2930 o 2925— N LL .... .. _: _ _.. 2920- .:.... :.. :.... �. IX .... ... :... :. N .:... .�. H Z .. N .. >. >Q> X _.. H....._ ... ....._.. t)U Q WX 25+00 2915- _ . .. uiw_......:.�,w U o _ . U a _ o a 30 HOROIZONTAL S30 CALE 60 2910 (SCALE IN FEET) _. pp n= OLU 4z -0 VERTICAL VE0 SCALE W=Z r5� 5 10 co LL 17+80 18+40 19+00 19+60 21+40 22+00 20+20 20+80 22+60 23+20 23+60 24+40 (SCALE IN FEET) EL-IUS I LENGTH C1111 11 1 57D 50' 8.66, EXISTING 36'SANITARY SEWER HANGARACCESS TAXIWAY B N 684462568 E 97.61 36 2928.97 AF PC STA. 11+34-59 NEW M ACCESS ROAD 125RIGHT (SEE SHEET C15 & C-16) A'A N 6MI)Z278 E 96625.6678 3V FUTURE Nk�GAR EWE SINENO, FF ELEV. 292Bm97 fu DELTA .31V' 82'22'04' 2 9 U- PT STA. 11 +91.58 1/ 62.36'RIGHT N 66467.1265 E 96698.GD34 FR .14ANGA --SfA, I ND HANGAR A ESS TAXIWAY B N685207124 E95665.02 STA- 12+00.88 HANGAR ACCESS t1i TAXIWAY B - ST& 10+12-61 TAXIWAY A 20 0 20 40 (SCALE IN FEET) RADIUS LENGTH TANGENT DELTA CURVE Cl 57.50' 82.66' 50.31' 82022'-04" CURVE C2 57.50' 97.98' 65.72' 97037'560 FUTURE HANGAR FF ELE = .2929.01 3 MANHOLE ADJUSTMENT'S I r (TYP 2 PLCS) I � � qq PA MENT DUCT �KERS 1 (TYP 2 PLCS) x-. NEW 16' ACCESS ROA , (SEE SHEET C-15'a 16)' EXISTIN G 36" SAN ARY J SEWER _ GRADE REAK _ .._ _ CU VEC EXISTING 8" SANITARY _- - SEWER 2 -AL - F 'r EXISTING RIM ELEV. = 2928.76 TO -•- V ....... ,.. - ..... �..�,....� �,..� ., ....... ,����. _..�....., .,.., �...�.... �..�_.. SUBBASE GRAVELS. 7RIM ELEV. = �9E�!9 2928.10A CONTRACTOR SHALL ADJUST EXISTING VALVE BOX TO 20 U 20 40 FINISHED GRADE & PROVIDE CONCRETE COLLAR, SEE DETAIL 5, SHEET C-21. TOP OF VALVE BOX ELEV. = 2928.38 (SCALE IN FEET) ACCE5a :::: .... ..::::: :::: ::: :: :::: :::: ::: ::::: - ::::::: :: :::: ::: ::::::::: : : :::: :::: ::: :::::::: ::::HANGAR TAX I WA'Y C ... ....... .. .............. .... ..:.. _. .. ........ 2950 .... ff1 .. .... 295a— p . TAXI Y A- .... ... .. . Ln f 1�� vk V 2940 �.. C, .ox�... 2940— v.... "' .... tom;... ... .... N �.. _... m .... +.. .... ....: �.. .... .... ... .... ... .... cS' .C' :.. .... .... T .. .... a.. .... �y . r . Ct. .... .... 11. .... .... .... .... ... . ... .... .... .... .... .... .... .... N II N 2935 W.. 2935— WICU .. W ......� . �y W w. a5 S..� . n 2930 5. �5--.. --0. 0% _ddmmm `�•D 2936 . . . - . . . . . . . . a 2925 2925 2920 ❑CC .. ... 14+80 p Cz .... .... N -v ._..pq :.. HORIZONTAL SCALE 20 0 20 40 a ca O M 0 2915 `D 2915 (SCALE IN FEET) cr)w.. +w .. .... .. :... v.. L) . - .... .... VERTICAL SCALE ��..Q¢.. 0 5 �❑ �. --- 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 (SCALE IN FEET} CONSTRUCTION NOTES: CONTRACTOR SHALL INFILL THIS AREA TO MATCH FINISHED GRADE WITH NEW ASPHALT PAVEMENT (3"j. A 2 STA. 10+65 TO STA. 11 +63.47; REPLACED P-154 WITH FULL 16" LIFT DE P-208. A> STA. 10+00 TO STA. 11+63.47; INSTALLED GEOGRID, BXI200 UNDER SUBBASE. 2950 2945 2940 2935 2930 a 1 t----- 2925 R 2920 s a 2915 i m RADIUS LENGTH TANGENT DELTA CURVE 01 57.50' 82.66' 50.31' 82°22'04" CURVE D2 57.50' 97.98' G5.72' 97°37'55" o v 20 4-v (SCALE IN FEET) HANGAR ACCESSs, �_ ...... .... ........ .... _... TALC I WAY a 2950— ���x :.... .... .... .... f S :.. (�' . 2945--- .... .... .... .... .... .... .... .... .... ... � �:.... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ... .... .... .--- ._.. .... .... .... .... .... ::..'S x .. .... .... .... .... .... .... .... .... .._. .... .... . .... .... .... .... .... v. v v n ' av 2940— a. N ... ..._ rn + v... Qm [Q�.... /c� .... .... .... .... •-. �.. . .... N I� ` •. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... .... ... . ... ... . .. !1 2935— d 11: � .. ... .... N. W W.. . W .. .. . ... .... ... EJ �... .... .... ... .... .... .... .... .... : �.... .... .... .... 5 a �.1 ❑0 . .. .... .... 2930— >1 925- ... .... .... .... .... .... .... .... .... 2920-- 14+80 .... .... .... .... .... .... HORIZONTAL SCALE . .... .... .... ..._ .... .... :.... .... .... :.... .... .... .... .... ......... .... .... ....:.... .... .... ._.. .... .... .... .... .... ..._ .... ..._ .... .... .... .... .... .... .... .... .... .... .... .. .... .... .... .... .. .... .... .... ....... - 2915 (SCALE IN FEET VERTICAL SCALE .... ......... .... .... .... .... .... .... .... .... _... .... .... .. .... .. .... : 5 ❑ 90 11+20 11+60 12 +.... 00 12+40 12+80 13+20 13+60 14+00 14+40 SCALE IN FEET} 10+00 10+40 10+80 CURVE F1 E--__Jig_==_ ................. \�'ADEE=:== =�=- _-==== =__-_=-;=:-_�_ ACCESS TAXIWAY Y _�STA.1812.81 TAXIWAY A r PC STA. 13+06N. C—� 12.5' LT 14.2107 E 9700 . RADIUS LENGTH TANGENT DELTA CURVE F1 57.50' 90.32' 57.50' 90000'00" CURVE F2 50.00' 78.54' 50.00' 90°00'00" - rc - i u.v ,-- -_ _-_-- -- -_--__ _ __ -..... ......- . w_�___ _ = --= _ _ = _-- __ = _ __ _ = = _= __ _--- _ _-___ __ _ P STA. 3 _............................ ----_-__ -_- =_ -�N CTING - - --- - -_- -_ _ -- --- = - ---_ _ CD =- _ - _ - = - - _ _ - _ - _ -- c�RE—EM - 27.0 34.5-____-- = N fi 794.4 5 _ _ ___--------_____ STA. 13+63.50 18 _ _=- =_ SHEET _,-- __ __ _ _-_-__====__-___ ===- __-__-_-__-- i019.0. _- _---- -_--- -_-=-t _-_-_ _ _ E 9 -- ____ — W F N HANGAR ACCESS TAXIWAY S S N67826.1555 E ERVI LN 41 i— Y E ELEV. - 293 .8q D CUR E P S =�__ -- = 1 [-+a - _ -_ ---- - - - - - _ =- __ _:-__- STA. 13 10 5 Ga-- - - - A 1 5 �3 t•3 - - -- - - = H -.......... T STA. 13 63 OF 1 RCP CULVERT C=-====_====�_======--______ • 45 111Q ; :: - P 1 1 J _-__-_ - R D ---- _ - - - 4 ____--=___ __-_______ __=_ _ _= CENTERED ON TAXIWAY - s2 9 __ =__=_ .......... ... . L P Y A RV! E _ _= =_ =_-_ -__=__ ____ _ _=-__ = ___ _= 2929.89 . n _: , :; V IN ELEV. __--_.- - 048fi _ _-=_=_==_=== _ _ IN ! N T _ _= = = =_ == = _ _= _ �_ __== _ = =_� _ --_ __ _ _ - _ 2929.22 2❑ 4q -_- 1N DU �.E 2 YQ S-ALE S = =_=082 === _====_== === === == -======= �==_ =_ L, = _ _ - __--_ __-_ _=_= = _ = = . == _.. _ 0 __ ___ _ =-_ __= ==__ - ____ = _ ==-= --_-_ __=___=__°�-_- __ - � =�==== = INCLUDES FETS T _ - __ _ -_ _ _ LENGTH NCLU N FEET) .......... SCALE I F _ _ _ _ _ - -- __ --_ -__ - -___ - -SLOPE i _-_=-=_ _=_�==_==__= _____=____ _=__==_-_-_-= __=__= ___==- _--_ _=_= ... . ........ ........ . .--- - _= _ _ _=..... �-= �====_ _ _. _ -- _ _ _--r_-_---__. .--_---_ :....:.:...... . ... .. . .. ..-.... ..... ...........- ....................:::.:..:....:.: _ .. =f -------- ---- _ r-- T==TT__ :..... .. . .... ---- - _-T==-r= T--T == .. .... HANGAR ACCESS TALC I WAY F::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::.. . 2950 2950.... ..-. :-... v...... :...- .... :.... 2945 _ .... .... .... .... o 2945 .� , .. p .... .... .... ... . try.. N p -cq %.... ... - li N P _ - r 3940 2940 > Q' .... .... w Ir I� .... .... .... ll... a S: W 7... ... . .. J Q W 2935 -- W... .... .... .... .... .... 2935 : —1.3.. i... .... .... ... . p2930 CL 2930 .... .... .... .... n. - - - . . . . . . . . . . . co 2925 u' 2925 Q... :::: :::: :.:: :: .: a: .... ._.. .. .... .... .... .... .... .... Co- .... ....CN 2920 VJ 2920w _ .. Co.:.— .... 14+80 ... .... .... .... .... .... ..-- .... .... .... --_. .... .... .... {] • .... .... .... ... . S Q. _ . .... .... .... .... .... .... .... �. i .... v . .... 20 HORIZONTAL SCALE 4D ui �,... w) �� . .... .� . .... .... ... . mmmw o J �' '� ¢ 2915 (SCALE IN FEET) 2915 Y U. J- . . . . . . . . ,z . .... ... ... _ .... .... t �t��y •� = VERTICAL SCALE 16 1. _ - - _ - _ - .� Y. �. . . h W _ . 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+8Q 13+2a 13+fi0 14+Do 14+4❑ co {SCALE IN FEET) w Ln r Q N r a a. Q 0.. m z d z OC 00 F D W g o a v oLU � Ua z 0 ciw a c) co a. u3 u. z 0 m ❑ ofw � m z w z z a Fn 0 w [La Zo n 33 1 !�. S 4 - _ v k y �1 i Z W J� -J 0 Way IL o U 3 jL 0 J W "7 w uj W U6 0L6C) cc Q Qa a Q w z Z a Q w = J a SHEET . ..... I B* RCP SLOPE 020% .. .... ... . .. ... ... .. .... ....... z .. ..... 0 N wz .... rL ............. �j _j U, ul I- LU LLF Z .. ... .. .... tj ro lu co cn U) 10+00 19+69 11+20 11+80 12+40 13+00 __.2,3+60 SLO Er =02VA Lo cq 17+20 17+80 0 HORIZONTAL HORIZON SCALE cd ........ 30 0 30 29415 (SCALE IN FEET) w In VERTICAL SCALE > > ....... 5 0 5 2915 291C 60 10 14+80 15+40 16+00 16+60 (SCALE IN FEET) d z 0 z 0 va Fr q u, 0� z Z w o Lu D O a. ro > o IL o _i� c � 5 SHEET 151 C) 0LIJ C7 z C) -j o+o = � < [U) �E 3❑ 0 n . R, OSCALE C] r C5 z + _j W N U T I¢- Q W (1) W U) I I I , I .. .. .. , , , � - .. .. .. .. I......: ....... I. 44- :4 ........ .. .... : ....: .... .. .. .. ..... I . 4 .: 4 ... .. .. .. .... : . . . - : .... .. .. .. � . . . : 4 ... : 4 1 1 1 .. .. .. 1 1 1 1 . 4 4 .. .. .. .. .. .. .. .. .. .. .. .. :�. .. .. .. .. .. .. .. ... .. .- -- .. .. .. ., .. .. .. .. .. .. .. .. .. ... .. .. .. }� 8 RCP, CLASS III . ... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. _. - .. .. .. . . .. .. ... .. .. .- • -- - -- -- -- "- .. _ .- . • -" .. .. .----""- - - - .. .. .. .. .. .. .. ._ .. � 1 2940 .. .. .. .. .. .. .. .. .. .. .. .. .. . .. x 2940 Q. `L .. FINISHED RAiE .. .. .. �. �- J Cj . -- .. .. .. .. .. .. .. .. .. �. .. .. ''. �' .. ._ .. .. .. .. .. .. �cr .. .. . .. .. .. .. .. .. .. .. .. .. .. ..N .. .. .. .. .. .. .. ... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ... .. r 2935. . 2935 E 17iNG'G s o UND.. \4. " - - .. .. .. .. 2930 1 293❑ .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ,eF T .. .. .. .. .. _ _ T, .. .. .. _. _ .. ... .. .. .. .. .. ._ _. .. .. _ --w _. .. ._ ... .. _. .. .. .. .. .. . . H. ,;. 18" CP. 8 CP I RCP _. .. _. .. .. .. .. .. .. .. ... .. .. .. .. . �. .... _� Q .. .. .. .. .. .. .. . 8 RCP a D SI. F'E i�. 0 /a SLR E = J. 0:/0 . SLOPE 0:. Io 2925 SLOP 0:201% 2925 2920 2920 _. .. .. .. .. .. .. .. .. .. .. .. .. .. ., .. .. .. .. .. .. .. __ .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ._ .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. - .. .. .. _. .. .. .. .. .. .. .. .. .. 2915 �-- co 2915 .. .. .. .. .. .. .. .. ..M.'M. .. .. .. - .. .. .. .. .. _. .. .. .. .. .. .. -. .. .. .. ... . - . _. .. .. .. .. .. . .. .. .. .. .. .. .._ .. CU fifj. .. .. ._ .. .. .. .. .. .. .. .. .. .. .. tD LCi .. .. .. .. .. [V N CR3 ..'Co ._ .. .. .. .. .. .. 6 C. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. t�l ril .. C�7 Q] CV " .. .. .. .. .. .. .. .. .. .. C3 �1 E3].. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. C'4 (V CV .. .. .. ... .. .. N 6] C] .. .. .. .. .. .. .. .. Cry Q] - Cy . if] ' .. .. .. .. .. .. .. .. .. .. .. 2910 .. .. .. .. .. .. _ . . .. .. .. .. .. .f W N . 2910 + + 25 20 25 80 .. .. .. .. .. .. .. .. .. .. ,. .. .. .. .. .. .. .. ._ .. .. .. .. .. .. ... .. .. ... .. .. .. .. .. .. .. .. .. .. cqrn N N . ._ .. ... .. .. crs ti L�4 �, HORIZONTAL SCALE .. .. ' .. .. .. .. .. .. . _ .. .. .. .. .. .. .. .. ..o .. ... ... .. .. .. .. .. .. .. .. it: �� [tit ._ .. ... .. .. . ..m . 11 ❑ 3a sa �, It 11 It W .. .. .. ..m It 11 j W. .. .. ... .. 1; :II _t 2905 (SCALE IN FEET) --I w� .. .. .. .. .. _ . .. .. O } "'J W.W.Q. .. .. .. .. .. .. _ _ .. .. .. . _ .. .. .. .. .. .. co + r -•% .. .. .. .. .. .. .. .. .. .. .. .. .. ,mow i:- J }.' . - Cr!-_ �.�... + .. .. .. .. .. .. .. .. .. . _ .. Q7 r . I.tW.. [-� . _ .. .. _ . . _ .. .. .. .. r �! 3 . � CY7 0' r`?:- W D 0 . ! •W . .. .. .. ? CS' — -j L11 z k- z.. VERTICAL SCALE .. .. .. .. .. �- - d� �- WE>�- Q .. �» Q._ s o 5❑ - c� - .. .. ..- .. .. .. . _. .. .. ... ��� .. . mallsomm ,t� .f ... .! Y. L - 18+00 18+60 1 19+20 19+80 20+40 21+00 21+60 22+20 22+80 23+40 24+00 24+60 LZwk,HLL 1114 I-= ij EXISTING ORA TO BE F HORIZONTAL SCALE 30 0 30 60 (SCALE IN FEET) VERTICAL SCALE 5 0 5 10 (SCALE IN FEET) 3F-G" 12"RCP STORM DRAIN PIPE �29277UELOPE 21% INV FLFV 2Q2T35 SECTION �a SCAM NONE 175'-0" IL 29'-0" 351-T, 0 cc CL v ;292&000 V. SLOPE O20% ..V. ELEV. 2927Z5 A% Ic SECTION (18- RCP) Lq Z SCALE: NONE j L 1W-6' ut — — — — — — 53,6. 35'-G' 92'-U" .777 SECTION Is] :t Viz- ✓ 7A 24 93.76 q H APRON ELEVATION C� r' ✓' ' r }N 67413-6745 ev PLACE REFLECTORS ADJACENT TO CENTER OF HANGAR ACCESS TAXIWAY (TYP) P-625, COAL TAR PITCH EMULSION PAINTS❑ 2'-0" DIAMETER CIRCLE AROUND EACH TIEDOWN ANCHOR (YELLOW) TIE DOWN MARKING AND COAL TAR 0 5 1❑ C-17 (SCALE IN FEET) 4AT31.80 r 4 AT 27.5° i 10'-0" TO PAVEMENT EDGE UNIT 2'-0" HIGH, SPACE AS SHOWN ON DRAWING DRIVE STEEL ANCHOR STAKE IN FLUSH WITH GRADE PLACE (3) MARKERS ON EAST SIDE OF PARALLEL TAXIWAY CENTERED ON NEW CONNECTING TAXIWAY 4 AT 27.5° 4 AT 30.00 L-853 RETROREFLECTIVE MARKER (TYP 32 PLCS) C-17 COLOR — BLUE L--853 TAXIWAY MARKERS HAND SCREW POP OUT COUPLING TO THE ANCHOR C-17 AN %aVHL. I PkM (TYP 33 PLCS) NOTE: MARKERS AS MANUFACTURED BY HUGHEY & PHILLIPS OR APPROVE❑ EQUAL. Lw853 RETROREFLEGTIVE MARKER � SCALE; NONE C-17 bl� a r � EXISTING SEWER EASEMENT - USE EXTREME CAUTION DURING PLACEMENT OF TIEDOWNS 50 0 50 100 I (SCALE IN FEET) a - 79.0' TAXIWAY SAFETY AREA SHOULDER FILL AND 35.0' SHOULDER FILL AND GRADING REQUIRED GRADING REQUIRED 12.0' 1 10.0' 17.5' 17.5' - - 10.0' 12.0' j EXISTING GROUND [ CUT SECTIONS .. C - 5 U r s L O P 5 EXISTING GROUND FILL SECTIONS L� NEW TAXIWAY MARKER (TYP) NOTES: PROFILE GRADE LINE (PGL) EQUALS FINISHED SURFACE AT CENTERLINE. LV SEE PLAN VIEWS FOR ADJUSTMENT TO THIS TYPICAL SLOPE AS SOME SECTIONS ARE CROSS SLOPED OR WARPED. STA. 10+00 TO STA. 17+50; PLACED GEOGRID, BX1200 UNDER SUBBASE GRAVELS. STA. 10+00 TO STA. 17+50; REPLACED P-154 WITH 16" FULL LIFT OF P-208. ADDITIONAL SUBEXCAVATION VARIES IN DEPTH, TYPICALLY Z. P-669 SUBSURFACE SEPARATION FABRIC VARIES IN LOCATION, TYPICALLY PLACED BELOW ALL ADDITIONAL SUBEXCAVATION. NEW PAVEMENT EDGE/ SHOULDER GRADING - - C-18 12" 12" 2 1.5 Ia . 1.5 /0 2 G a r —�-= --... - ___-_-:__-_- ___.____::_-__ 4- T - _- .r = � C Zz S - .-1plii .E Jim- — I NEW PAVEMENT EDGE/ C I 1 I SHOULDER GRADING C-18 t:3" P-401, BITUMINOUS 4 SURFACE COURSE 3 P-602, PRIME COAT (MC-70) 4" P-208, CRUSHED 5 AGGREGATE BASE COURSE 6 12" P-154, SUBBASE COURSE R-669, SUBSURFACE SEPARATION FABRIC P-152, FINISHED SUBGRADE TYPICAL SECTION A A (35 FT. TAXIWAY) C-3 EXISTING GROUND CUT SECTIONS EXISTING GROUND FILL SECTIONS N. 49.0' TAXIWAY SAFETY AREA SHOULDER FILL. AND 25.0' SHOULDER FILL AND GRADING REQUIRED GRADING REQUIRED 12.0' 12.5' 12.5' 12.0' NOTES: PROFILE GRADE LINE (PGL) EQUALS FINISHED SURFACE AT CENTERLINE. 12" 12" 12po>llo 2.0% _ 2 - - = -.. __ _ _ -.... - o . .. . ..... . 5 � r s 1 0 1� _ T = f� I NEW PAVEMENT EDGE/ 1 W r I SHOULDER GRADING C-18 3 L- 3" P-401, BITUMINOUS SEE PLAN VIEWS FOR ADJUSTMENT TO THIS TYPICAL SURFACE COURSE SLOPE THROUGH INTERESECTIONS. P-602, PRIME COAT (MC-70) MODIFICATIONS TO 26' TAXIWAY ARE SHOWN ON 4" P-208, CRUSHED INDIVIDUAL SHEETS. AGGREGATE BASE COURSE 12" P-154, SUBBASE COURSE P-669, SUBSURFACE SEPARATION FABRIC P-152, FINISHED SUBGRADE _ TYPICAL SECTION e " (25 FT_ TAXIWAY) C-5 87.0' 103.0' 10.0E � MATCH HANGAR ACCESS 25.0' 27.5' ?' �f ����-� TAXIWAY F MATCH ACCESS ROAD TAXIWAY FUTURE HANGAR —� } 2 7r 1 a� ELEV. = 2932.35 ` ACCESS .0 cr) f A 12.5' 12.5' !�/� w .�1'> REFER TO ACCESS ROAD --f / _ � f� � 24' OF 12" RCP CULVERT SECTION, SHEET C-19 � � z � >, (LENGTH INCLUDES 2 FETS) 3" P-401, BITUMINOUS P-B02 PRIME COAT (MC-70) KIM � � f � � INV. IN ELEV. = 2931.09 SURFACE COURSE KA- f INV. OUT ELEV. = 81} 2930.83 P-669, SUBSURFACE SEPARATION / �' 4" P-208, CRUSHED FABRIC �/u' w' �/ � AGGREGATE BASE COURSE P_152, FINISHED SUBGRADE 2 0% 2.0% VARIES � � ����� 12" P-154, SUBBASE COURSE ---�--- ��` 1 12 FT, WIDE CONNECTING ROAD SECTION 1 ---- , n- 1 3.0 87.0' 3" P-401, BITUMINOUS SURFACE COURSE P-602, PRIME COAT (MC-70) 4" P-208, CRUSHED AGGREGATE BASE COURSE 12" P-154, SUBBASE COURSE P-669, SUBSURFACE SEPARATION FABRIC P-152, FINISHED SUBGRADE TYPICAL SECTION � G5 8.0' 1 4' i 1 1 1 I I 1 1 � � 1 � 8.0' , 8.0' } 4' 10-01 MATCH HANGAR ACCESS rIN� t \ TAXIWAY G MATCH ACCESS ROAD \, 1 24°fin ELEV. = 2933.63 REFER TO ACCESS ROAD 24' OF 12" RCP CULVERT SECTION, SHEET C-19 / (LENGTH INCLUDES 2 FETS) INV. 1N ELEV. _ � 2931.91 3" P-401, BITUMINOUS SURFACE COURSE 1 P-602 PRIME COAT (MC-70) 1 L INV. OUT ELEV.=i�Bt!�9f� 2931.71 � P-669, SUBSURFACE SEPARATION \ti 4" P-208, CRUSHED FABRIC AGGREGATE BASE COURSE / P-1 52, FINISHED SUBGRADE 12" P-154, SUBBASE COURSE 12 FT. WIDE CONNECTING ROAD SECTION IN CLOSED POSITION 3 ROWS OF TWISTED, DOUBLE STRAND 4-POINT BARBED WIRE ON 45' TOP GUARD ARM EXTENSIONS LINK FABRIC /—CHAIN n- - - - - i-A J:J k r ll D-� L SLIDE GATE LATCH ASSEMBLY u AS PER MANUFACTURER NOTES. T. THE CANTILEVER SLIDING GATE IS TO BE A MANUFACTURED PRODUCT WHICH MEETS THE TECHNICAL SPECIFICATIONS PROVIDED. CANTILEVER SLIDING GATE DETAILS ARE FOR GENERAL DESCRIPTION ONLY, THE CONTRACTOR MUST SUBMIT 2. SHOP DRAWINGS FOR APPROVAL OF PROPOSED GATE WITH LAYOUT OF FENCES, DIMENSIONS, DETAILS AND FINISHES OF COMPONENTS, ACCESSORIES, AND POST FOUNDATIONS. EXISTING GROUND CUT SECTION EXISTING GROUND FILL SECTION A AS PER MFR, REQUIREMENTS CA14TILEVER SLIDING GATE � �_ SCALE. NONE C-15 AWINA -PROFILE GRADE - FINISHDE SURFACE AT CENTERLINE 10% 3 P-401, SITU SURFACE COURSE P-602, PRIME COAT (MC-70) 4'P-208, CRUSHED AGGREGATE BASE COURSE 121 P-1 54, SUBBASE COURSE P-669, SUBSURFACE SEPARATION FABRIC P-1 52, FINISHED SUBGRADE wille i*j E�'� i-l*jj sj 1IF-MIA - -r — POST FOOTING SUPPORT POST TRUCK BRACKET ASSEMBLY TRUSS CABLES (GALVANIZED) COMPLETE GUIDE ROLLER ASSEMBLY(TYP) z"ALUMINUM TUBE RAIL, ALL JOINTS WELDED 28!-W x 2-T x 4' CONCRETE RUNWAY SQUARE—, ALUMINUM TUBE rLJ _j T SQUARE ALUMINUM FRAME SECTION FOR ALUMINUM GATES ONLY �7)��EMENT EDGEr c NEW PAVEMENT r . _�DqE�� SHOULDER GRADING C-ls B'MIN. TO BE FORMED SECTION 7 BUMPER POSTS FLANGE PLATE 7 AND READER ENTRANCE EVICE LIMPER POSTS-4 STEEL SON AO I PE FILLED WITH CONCRETE. 1 REQUIRED) CLOR-LIQUIDAWMINUM ffTOP 1' FLUORESCENT RED COSENECKSTAND '4' BOLTS , REQUIRED) HAMFER EDGES 3/4' _YP ALL SIDES) 'WISH GRADE CON DUITTOGATE PERATOR BOX :'DIA CONCRETE ROUND EACH POST 311 6"X6'X6" FLANGE PLATE FOR GOOSE NECK STAND (2) 1 11 DLA HOLES ADAPTED TO FIT GOOSENECK STAND &CONDUITS k`k*�1/2'131A HOLE FOR !6 3UMPER POSTS __ j� 12'D [A CONCRETE ANCHOR BOLTS AROUND EACH POST FLANGE PLATE (4 REQUIRED) GOOSE NECK FLANGE 'LATE (TYP) SECURED ENTRY DEVIC E SCALE: NONE G15 LOOP WIRE NO. 12 AWG STRANDED TYPE XHHW INSULATION OR APPROVED EQUAL TWIST TWO (2) TURNS PER FOOT TO PULL BOX NOTES: N 11- ALL LOOPS SHALL BE PREFORMED QUADRAPOLE (SEE DETAIL). 2, PREFORMED LOOPS SHALL BE PLACED IN EXACT POSITION & HELD IN PLACE BY HAND PLACING PLANT MIX AROUND & OVER THE PVC_ 3. LOOP AMPLIFIER MUST BE SET IN CONTINUOUS PRESENCE DETECTION MODE OR ON LOCK. 4. ALL DRAWING SPECIFICATIONS & NOTES PERTAINING TO LOOP DETECTORS ARE FOR REFERENCE ONLY THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING & INSTALLING A LOOP DETECTION SYSTEM T WILL SE SATISFACTORY OR THE SPECIFIC LOCATION. LOOP DETECTOR WIRING SCHEMATIC SHEET FINISHED GRADE DUCTILE IRON MOORING EYE #8 AWG COPPER f GROUND CABLE IIImn ►► irw #3 SMOOTH BAR, INSTALL TWO PER MOORING EYE P-610 PORTLAN❑ CEMENT CONCRETE DRAIN PIPE - GALV. SQ. TUBING OR NECKED DOWN PVC TO FIT INSIDE T/" HOLE SONA TUBE CONNECT GROUND CABLE TO MOORING EYE WITH %" BOLT AND SCRULUG oIi AM vl Cu► Ve" x 8'-0" COPPERWEL❑ GROUND ROD. INSTALL BELOW MOORING EYE, ATTACH TO CABLE WITH GROUND CLAMP $" SQUARE HOLE --- #3 SMOOTH BAR -- #3 SMOOTH BAR $" SQUARE HOLE FOR DRAINAGE DUCTILE IRON MOORING EYE P-152, FINISHED MANUFACTURED BY NEENAH SUBGRADE FOUNDRY CO. (R-3490-A) OR APPROVED EQUAL FINISHED TAXIWAY PAVEMENT SURFACE +Y`'�r- y�i„�,; S..i�...'.•. � �..�J ti: :.�� r'� ri '~Y' �-'y�•{. �: r1� F•'.. -�- �• �'� ' .`1-rHf y'� ' ? LJ �.�. �5-l.Jt �z �T'wJ• � `+,•i �.V�. •vF.J �^�� F' ;'Y':� _ 'ti�.Y.:+.uy �•; -•r_ ,F.¢ v' _ : ,,.,�.�]:: 4� �.+�. ; .-:��'- � • s-�, r' �` � :�.r _�-_r , e ' r:'�'+; :"• `,"!"+•er�,� _:'Et r•, . '.` � Y• �,y..-.-�._•rL �]-•-�r•�•i•�•.�t� 'i �L�•�•'�- �'�Y � ;�•..• �.LJT."���_ �.4,~~ •yk+•5•C} •��ti � V.. "�-� `:,r . :i. .•.�_.`= .r .• ti?'� .' -i '��`.:-4 - i.i : *=:t?�L�:`" •�C.=. wr •. •� L;. ••'+f• i � :+���. �iF��- �r . )Y.*i �_ - _ _+• C' cam• • i• .emu ��.".! eN _ r �4x ,i�t :ter.-::.=r3•'_ _ '• ��~L �� .: �L: i.r �i'. .T•��-�c.r'w.•� »R:•.• .-. J�... "sC _ � • sir14. •� •ry^�{�•'4'}' � F.1;^:ti «JY•._�i �L.t_,t Y'�. .y: tiCtiy: ay �-!�'l'y','.• c L t-,ri i• :1,.T�_ _ ��� •1 'i' :�L.''-,t,. .-r,r � �K•.�....,.� }sue _ :iyr ��-t`"�- .�a:'r'. y .J-,/Y '.'� ���.a •-%• '� •� j� :-r ti; ��' �i +R•+:r �- •�Y,�,.,i . s• •''�{'-� 'a �•y �Y'�..Y.•� ^''+• • ~^+i"'', r+y Ia _4= t:=~ .�1�]Y. �.rl} }F� +�: J ir; �y'•Sf �'t` -. •3^ .: - Y%` LO ` � .'- � L'.. , wrL�'LY �. r ru(r 'L iz �... ri'•' � r 18" DIAMETER x 36" DEEP P-208, CRUSHED CYLINDRICAL CONCRETE AGGREGATE BASE FOUNDATION COURSE FINISHED GRADE DUCTILE IRON OR SEMI - STEEL MOORING EYE Y2" HOLES FOR REINFORCING RODS DRAIN PIPE FINE GRANULAR BEDDING MATERIAL (i.e.. SAND) PLACED AND COMPACTED TO CRADLE PIPE PIPE MATERIAL, SIZE & SHAPE VARIES. (SEE PLAN & PROFILE SHEETS) NOTES: 1. THE CONTRACTOR SHALL GROUND ONE AIRCRAFT MOORING EYE PER EACH AIRCRAFT POSITION. 2. THE CONTRACTOR SHALL STAMP THE WOR❑ "GROUND" CN THE FINISHED CONCRETE ADJACENT TO THE MOORING EYE. 3. SONA TUBE SHALL BE INSTALLED AFTER P-208 IS COMPACTED & PRIOR TO PAVING. PAVEMENT SHALL BE NEATLY CUT TO EXPOSE SONA TUBE COVER. /3'OF-401 TIEDOWN ANCHOR SCALE: NONE C-17 FINISHED GRADE USE P--150 FOR BACKFILL WITH 6* OF TOPSOIL TO FINISHED GRADE THEN SEED, FERTILIZE do MULCH 4w. A TYPE 1 PIPE SELECT GRANULAR y: BEDDING MATERIAL TO EXISTING r GROUND 7 Igo 3 =6 4. 1 4" OF P-208 Y 12" OF P-1 54 SUBBASE P-152, FINISHED SUBGRADE �!:2 CULVERT BEDDING _UNDER PAVEMENT A SCALE: NONE C-13 ■"Iw IIC+I Arm 7-Av11A r A�k1 SEPARATION FABRIC 12" RCP BX-1200, GEOGRID Y" CRUSHED GRANULAR BEDDING CULVERT BEDDING MATERIAL PLACED & COMPACTED TO UNDER PAVEMENT CRADLE PIPE SCALE: NONE (MODIFIED) C-13 18" RCP CLASS III STORM DRAIN PIPE GROUT USE PRE —MIX T� NOTES: NON SHRINK 1. TRENCH SHALL BE CONSTRUCTED TO OSHA SPECIFICATIONS FOR EXCAVATION, SECTION 1926, SUBPART P (NOT SHOWN ON DRAWINGS). 2. ALL SPOILS SHALL BE REMOVED AND DISPOSED OF AT AN APPROVED LOCATION. 3. SEE SPECIFICATIONS FOR COMPACTING REQUIREMENTS. 4. ALL ROCKS GREATER THAN 12" IN ANY DIMENSION SHALL BE HAULED OFF SITE. 5. TOPSOIL, SEED, FERTILIZE, AND MULCH ALL DISTURBED AREAS WHICH ARE NOT PAVED, COVERED WITH CONCRETE, OR SOD. 6. NO ROCKS OR LUMPS LARGER THAN 2" IN ANY DIMENSION SHALL BE ALLOWED WITHIN fi" OF THE PIPE. CULVERT BEDDING _ ze A SCALE: NONE C-13 COMPACTED BASE AND SUBGRADE Z.0 Ni1N. 2.33' MAX. CONCRETE COLLAR TOP OF PAVEMENT ADJUSTING RINGS FIELD SET TO PAVEMENT GRADE (2" MIN., 12" MAX.) NOTES: 1. ADJUST MANHOLES UPWARD WITH BRICK AND MORTAR OR ADJUSTING RINGS UNDER FRAME. 2. ADJUST MANHOLE DOWNWARD BY REMOVING A PORTION OF THE MANHOLE RISER AND REBUILDING TO PROPER DIAMETER. SLOPE MANHOLE RING AS REQUIRED TO MATCH LONGITUDINAL AND TRANSVERSE GRADE OF PAVEMENT. FINAL MANHOLE ADJUSTMENT WILL BE MADE AFTER PAVING. NO PAYMENT SHALL BE MADE FOR ADJUSTMENT OF NEW MANHOLES TO FINAL GRADE. 3. CONTRACTOR SHALL INSTALL 12" MINIMUM CONCRETE COLLAR, MANHOLE ADJUSTMENT SCALE: NONE C-3 3/8"x2"x2" ANGLE 1 /2" BOLT 1 4 24" MANUFACTURED HEAVY DUTY GRATE & FRAME CAST IN CENTER OF HS-20 � � � FLAT BARS RATED REINFORCED CONCRETE COVER NEENAH FOUNDRY MODEL R-2501 1 }� OR APPROVED EQUAL) 48" PRE —CAST INLET RCP STORM DRAIN PIPE (SEE PLAN & PROFILE SHEETS FOR SIZE & MATERIAL) SEDIMENT TRAP CRUSHED AGGREGATE BASE COURSE 48" STORM DRAIN 114LET SCALE: NONE C-12 3/8"x2" ANGLE 3/8"x2" END BAR 1 4" :.F 1 » 1 /2 BOLT & 1 4" NUT (3 EAeH) f = 1 /2" BOLT ,,(3 EACH) 1 r � -----_..-- --- 3/8"x2" NOTES: ANGLE 1. THE TRASH RACK SHALL BE FABRICATED FROM ASTM A-36 STEEL 2. THE TRASH RACK AND ALL BOLTS AND NUTS SHALL BE PAINTED WITH ONE COAT OF RED LEAD & TWO COATS OF ALUMINUM PAINT. 3. RED LEAD PAINT SHALL CONFORM TO AASHTO SPECIFICATION M-72 AND ALUMINUM PAINT SHALL MEET AASHTO SPECIFICATION M--69. 4. THE RACK SHALL BE DESIGNED TO FIT THE SIZE, TYPE AND CLASS OF FETS CALLED FOR ON THE PROPOSAL. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR EACH SIZE REQUIRED. FLARED END TERMINAL _SECTION (FETS) SCALE: NONE C-12 Ln S NEW PAVEMENT C-21 cv-011 -q,-n„ ` DUCT MARKERS TO BE J _zL o `' CENTERED OVER EXISTING DUCT, ONE FOOT INSIDE �` o o O o P-208, CRUSHED 1 PAVEMENT EDGE; TWO Q o 0 0 AGGREGATE REQUIRED FOR EACH DUCT. _-_ w:� o o o �:. o o D o o Q _ O ❑ D o _ D PLACE UNDERGROUND 4" SCH. 80 PVC co z - °� _- Q, o a - ` o o ❑ o HAZARD TAPE APPROXIMATELY 12" BELOW DUCT WEEP HOLE 3 "'' C? D o D o D - D = ° FINISHED GRADE, RED C-21 NUMBER AND SIZE OF DUCTS ° o o Do as 0� PANDUIT #HTU6R-E OR _ 0 o D o o 0 D APPROVED EQUAL. SECTION B LETTERS AND NUMBERS Y" HIGH TO o0 o o o a. o o C-21 " BE STAMPED ON TOP 2Y O ALUMINUM CAP 2-4„ a ❑ _ a o D v 4 ❑ D _ 4" SCH. 80 PVC DUCT DUC THE DISTANCE FROM CAP TO 6' END OF DUCT a -tea � ; �-�- � o D ❑ o FINE SAND OR EARTH NOTES MINUS) LIGHTLY CONDUIT SHALL EXTEND 5'-6" BEYOND EDGE OF NEW PAVEMENT. o _ '=F=-�� =_ �- COMPACTED ENCASE DUCT WITH SAND ALL AROUND) AND FILL REMAINDER WITH 3" MAX. O N =:xF 2. (3" .-_ COMPACTED P-268 GRAVEL. z PAVEMENT SURFACE== a.F:: . ZZ: : 3. COVER AREA OVER TOP OF DUCT IN DRAIN AREA IN TRENCH WITH VISQUEEN FOR TWO (2) FEET EACH SIDE OF DRAIN, BEFORE BACKFILLING TRENCH. E 4/2 DIAMETER ALUtv"Irulvi L.►yr TO BE EPDXIED IN THE PAVEMENT Du( DRILL GR I PAVEMENT DUCT MARKER � SCALE: NONE w w C-3 t�_ z ' .. rr . r r r . ^ e'.� n 1 NOTES: 1 INSTALLATION SHALL INCLUDE ELECTRICAL CONDUIT & WIRE REQUIRED TO OPERATE GATE. 2 INSTALL AS PER MANUFACTURERS RECOMMENDATIONS. 3 PLACE DOUBLE PANEL AT EACH CONNECTION POINT. DUCT WEEP HOLE � SCALE: NONE C-21 ENTRY GATE SCALE: NONE C-21 DUCT Q.D. PLUS 6" 4" PVC DUCT SCALE: NONE C-3 �r 2500 PSI CONC. (TYP) -- SET TOP OF VALVE BOX 1/4" BELOW FINISHED SURFACE 18„ X 18" X 4w CON( TOOLED PAD AT GRADI EDGE COMPACTED GRAVEL UPPER SECTION SCREW TYPE Cl VALVE BOX SHOULDER OR DIRT ROAD UNIMPROVED PAVED AREA IS; TYPE 1 AREA TYPE 2 ADJUST WATER VALVE BOXES UPWARD OR DOWNWARD AS REQUIRED. L. FINAL ADJUSTMENT SHALL BE MADE PRIOR TO PAVING. 3. COMPACT ALL BACKFILL AROUND THE VALVE BOX UPPER SECTION BY MEANS OF HAND TAMPING. 4. ANY VALVE BOX UNCOVERED BY FINAL GRADING OPERATION SHALL BE PROVIDED WITH A CONCRETE COLLAR AS PER ABOVE DETAIL VALVE BOX ADJUSTMENT � SCALE: NONE C-3