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10.9-120 Record Drawing
PROJECT DESCRIPTION BASE BID • APRON EDGE TAXILANE EXTENSION • HANGAR TAXILANES • APRON EXPANSION SID ALTERNATE 1 • APRON FIRE PROTECTION NO TE.• THE CON TRA C TOR MUST POSSESS THE FOLL 0 WING VALID LICENSES: C14 SS A NO TE: THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. FINAL PAY QUANTITIES I TEM VICINITY MAP sa In I TEM AMOUNT UNITS 99 b = AMOUNT UNITS I TEM � z UNITS I TEM AMOUNT o zoa AMOUNT fn Q PCC PAVEMENT Bumdage Ln. 66 ro ' SIGN RUNWAY N/A COMPACTED SHOULDER _ y RUNWAY EDGE LIGHT STORM DRAIN Ming Ave. r N/A a THRESHOLD LIGHT: STORM DRAIN MANHOLE N/A SEAL COAT N/A N/A PAPI rt.Dr N/A REVEGATATION N/A W v East Plonz R . W AS SHOULDER East White Ave.. ai SANITARY SEWER N/A RIP RAP QH BAKERSFIELD FIRE HYDRANT SANITARY SEWER MANHOLE o MUNICIPAL (X 100.00 X100.00 SANITARY SEWER AIRPORT SS BENCHMARK -€ + as Panama Ln. 0 o 1 2 ;a O STORM DRAIN Sia Scale in Miles PROJECT DESCRIPTION BASE BID • APRON EDGE TAXILANE EXTENSION • HANGAR TAXILANES • APRON EXPANSION SID ALTERNATE 1 • APRON FIRE PROTECTION NO TE.• THE CON TRA C TOR MUST POSSESS THE FOLL 0 WING VALID LICENSES: C14 SS A NO TE: THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. FINAL PAY QUANTITIES I TEM AMOUNT UNITS I TEM AMOUNT UNITS I TEM AMOUNT UNITS I TEM AMOUNT UNITS I TEM AMOUNT -- UNI TS I TEM AMOUNT UNITS Sheet List Table Sheet Number G-001 G-021 G-041 G-081 C-081 C-100 C-101 C-102' C-103 C-104 C-105 C-106 C-107 0 C.ITY OF BAK RSF1 LD • ••; . ...... Iqp q Ll —01 F I F! Old a a mm, i I I I � , Ill Alk5!1i�♦® l CITY PROJECT NO. T,81<1 16 A.I.P. PROJECT NO. 3-06-0323-15 FMAZIMWOU11 Sheet Title COVER SHEET PROJECT LAYOUT PLAN SURVEY CONTROL PLAN CONSTRUCTION OPERATIONS AND SAFETY PLAN GEOMETRICS FINISH GRADE CONTOURS APRON TAXILANE 1 GRADING PLAN AND VALLEY GUTTER PROFILE TAXILANE 2 GRADING PLAN AND PROFILE TAXILANE 3 GRADING PLAN AND PROFILE TAXILANE 4 GRADING PLAN AND PROFILE TAXILANE 5 GRADING PLAN AND PROFILE APRON EDGE TAXIWAY EXTENTION PLAN AND PROFILE APRON EDGE TAXIWAY INFIELD GRADING PLAN DRAWING LEGEND EXISTING PROPOSED W EXISTING PROPOSED AC PAVEMENT G GAS LINE ELECTRIC --- -- - E AGGREGATE BASE N/A ° PULL BOX IL � PCC PAVEMENT GB ro ' SIGN RUNWAY N/A COMPACTED SHOULDER N/A GROUND FAULT CIRCUIT INTERRUPTER RUNWAY EDGE LIGHT STORM DRAIN N/A OVERLAY TRANSITION N/A GROUND SHOT THRESHOLD LIGHT: STORM DRAIN MANHOLE N/A SEAL COAT N/A N/A PAPI STRAIGHT GRADE N/A REVEGATATION N/A WATER --- --- 4, -- _,_ .,__..._ W AS SHOULDER N/A HIGH POINT WATER VALVE SANITARY SEWER N/A RIP RAP NIA = : :' ; ? FIRE HYDRANT SANITARY SEWER MANHOLE tis ELEVATION (X 100.00 X100.00 SANITARY SEWER > SS BENCHMARK -€ + CLEAN OUT N/A N/A MONUMENT ;a O STORM DRAIN Sia SD TOPOGRAPHIC CONTOUR -r�r,C,.:rv. ' ._ �'-'000-�" `� CATCH BASIN 9 ■ APPROXIMATE DAYLIGHT N/A - — — — — — - MANHOLE N/A . N/A PROPERTY _....___...._._ ...._. _._, _._..�..___....._ — — FLOW LINE _....__.._._.____._._ ... r__._.__......v. (E) FENCE _.._._._.._._.__ ___.__ ,_._. .. X SILT TRAP N/A E GATE -__.__..,...X X x TELEPHONE _.._,_..._.m_.___.r. _. _ T END OF CURVE NIC NOT IN CONTRACT FLOOD LIGHT N/A EG C-311 C-441 C-442 C-501 C-651 C-671 C-9.01 C-902 :... C-903 LOCATION MAP 198 '` VISALiA 0 \ 30 60 Scale in Miles 11WNAX BAKERSRELD TAFT MUNICIPAL MOJAVE 33 AIRPORT CORMAN. 14 138 s LANCASTER Los 126 An9e/ Coan:<y 14 NEWH,4LL MISCELLANEOUS DETAILS STORM DRAINAGE LAYOUT AND EROSION CONTROL PLAN STORM DRAIN PLAN AND PROFILE STORM, DRAIN DETAILS PAVEMENT MARKING PLAN MARKING AND EROSION CONTROL DETAILS APRON EDGE TAXIWAY CROSS SECTIONS STA 32+50 TO STA 38+50 APRON EDGE TAXIWAY CROSS SECTIONS STA 39+00 TO 42+00 TAXILANES CROSS SECTIONS CITY STANDARDS BAKERSFIELD SUBDIVISION AND ENGINEERING DESIGN MANUAL 2005 STATE!STANDARDS MAY 2006 RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-31-09 DATE PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: STANT PUBLIC WORKS DIRECTOR DATE AIRPORT MANAGER DATE PUBLIC WORK OPERATIONS MANAGER 911-71n) DATE F, MEAD & HUNT, INC. 133 Aviation Blvd., Suite 100 Santa Rosa, CA 95403 707.526.5010 fax: 707.526.9721 www.meadhunt.com ?Vko ESS�pH w Y No.30686 'T Exp. 3-31-10 P 9�o�cAv These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents , in part or as a whole, is prohibited. ABBREVIATIONS W AS AGGREGATE BASE G GAS LINE REQ REQUIRED AC ASPHALT CONCRETE GALV., .,., ...GALVANIZED,., ; ..... RWA RESTRICTED WORK AREA ASB AGGREGATE SUB -BASE GB GR46E BREAK RWY RUNWAY AWG AMERICAN WIRE GAUGE GFCI GROUND FAULT CIRCUIT INTERRUPTER SD STORM DRAIN BC BEGINNING OF CURVE GS GROUND SHOT SDMH STORM DRAIN MANHOLE BLDG BUILDING HDPE HIGH DENSITY POLYETHYLENE SG STRAIGHT GRADE BM BENCHMARK HORIZ HORIZONTAL SH SHOULDER BVC BEGIN VERTICAL CURVE HP HIGH POINT SS SANITARY SEWER CL CENTERLINE IE INVERT ELEVATION SSMH SANITARY SEWER MANHOLE CLF CHAIN LINK FENCE L LENGTH STA STATION CB CATCH BASIN LF LINEAL FEET STD STANDARD CMP CORRUGATED METAL PIPE MAX MAXIMUM T TELEPHONE LINE DB DIRECT BURIAL MID MID POINT TC TOP OF CURB DI DROP INLET MIN MINIMUM TG TOP OF GRATE DIA or O DIAMETER MIRL MEDIUM INTENSITY RUNWAY LIGHTING TIL TAXILANE (E) EXISTING MITL MEDIUM INTENSITY TAXIWAY LIGHTING TOE TOE OF BANK E ELECTRICAL LINE (N) NEW TOP TOP OF BANK EC END OF CURVE NIC NOT IN CONTRACT TV" TAXIWAY EG EXISTING GRADE (OR GROUND) OC ON CENTER TYP TYPICAL EL ELEVATION PB PULLBOX UD UNDERDRAIN EP EDGE OF PAVEMENT PC POINT OF CURVATURE UON UNLESS OTHERWISE NOTED EVC END VERTICAL CURVE PCC PORTLAND CEMENT CONCRETE USA UNDERGROUND SERVICE ALERT FAA FEDERAL AVIATION ADMINISTRATION PI POINT OF INTERSECTION VERT VERTICAL FSO FIXED BASE OPERATOR PT POINT OF TANGENCY VG VALLEY GUTTER FF FINISH FLOOR PVC POLY -VINYL CHLORIDE W WATER LINE FG FINISH GRADE PVI POINT OF VERTICAL INTERSECTION W/ WITH FH FIRE HYDRANT R RADIUS W/O WITHOUT FL FLOW LINE R&R REMOVE & REPLACE WV WATER VALVE FR FLUSHING RISER RC RELATIVE COMPACTION WWM WELDED WIRE MESH F FUTURE RCP REINFORCED CONCRETE PIPE CITY STANDARDS BAKERSFIELD SUBDIVISION AND ENGINEERING DESIGN MANUAL 2005 STATE!STANDARDS MAY 2006 RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-31-09 DATE PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: STANT PUBLIC WORKS DIRECTOR DATE AIRPORT MANAGER DATE PUBLIC WORK OPERATIONS MANAGER 911-71n) DATE F, MEAD & HUNT, INC. 133 Aviation Blvd., Suite 100 Santa Rosa, CA 95403 707.526.5010 fax: 707.526.9721 www.meadhunt.com ?Vko ESS�pH w Y No.30686 'T Exp. 3-31-10 P 9�o�cAv These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents , in part or as a whole, is prohibited. Alh NO.: 3-06=0323-15 M&H NO.: 02316-00-07002 DATE: APRIL 2010 DESIGNED BY: AS DRAWN BY: TDB CHECKED BY: RDL DO NOT SCALE DRAWINGS SHEET CONTENTS COVER SHEET 1 of 22 0 W O� � a - Ly O i J Q W W Q Q i U Z Q LLI i F_ z LL U) o U) W U- U LLI = � W O W U) m REVISION O� V Alh NO.: 3-06=0323-15 M&H NO.: 02316-00-07002 DATE: APRIL 2010 DESIGNED BY: AS DRAWN BY: TDB CHECKED BY: RDL DO NOT SCALE DRAWINGS SHEET CONTENTS COVER SHEET 1 of 22 0 H w w w O U O O t� w U) H w w 0 z w 0- 0 O 1 w w 0 O z U) r M 0 U U w m N ¢ O O O i�- M O i O N O O O r � M p O N X co W rrW vJ W O U O O t W U) W W M W CL O J W W 0 Q U U W N Q CD 0 N O N O o M O O N X o 2+00/t L L L,I htao 6+00 8+00 t, t ALIGNMENT NA11i'IE NORTHING EASTING ELEVATION DESCRIPTION 1 I It i i PKNAIL 2 2308017.8647 6264384.7809 377.600 PKNAIL 3 1 2305032.4590 6264724.6747 371.662 PKNAIL 819.13' 35+41.51 2305457.9273 6264276.9472 325.00' _ BASELINE 3 2306057.9341 6263785.8661 • 50+00 2'305032.4590 6264724.6747 0.00 887.59' RUNPOB WAY 16-34 4 0+00 31+06.45 2309014.2477 2305875.8537 6264299.8048 6264567.4615 0.00 RUNWAY 16-34 5 -~$-- :D i r i 0.00 APRON EDGE t ; 6 31+06.45 42+18.49 2305891.4152 2304835.7991 62.64239.9545 i t it TAXIWAY END 7 59+99,87 2303036.0760 6264397.7274 6264809.6508 240.00' RUNWAY 16-34 END 8 . TO BASELINE (RUY CENTERLINE) Ivyi .-.,,......__.,._. -_.... W LL M U W SURVEY MONUMENTS ALIGNMENT NA11i'IE NORTHING EASTING ELEVATION DESCRIPTION 1 2306070.0164 6262462.0567 378.566 PKNAIL 2 2308017.8647 6264384.7809 377.600 PKNAIL 3 1 2305032.4590 6264724.6747 371.662 PKNAIL SURVEY MONUMENTS ♦ PROJECT ALIGNMENT GEOMETIf SOUTH UNION AVE. ..,___........ ............._-._, ^-.._-____...,_..._,.,,,..._.-_nf .__.._._.__.._, .,........,_ ....1 it I i 01S , i ! f f ,_t � i / , � l' 1 t i t :""-' 1_,_..._i J , •! j'._ i � � ... , t � - O N 1 C s :lt 0)000 a'o rnc6o .. '' 59 19k t, 61 ' ! 58+00 54+006+P0 50+00 52+00 44+00 46+00 48+00 ; , __ _ . ,F -i F_ ___ -4-i � -i' 42+00 _._..-f_____�_ 40+00 _. _ :ri;: a:; by;:: 34+00 36+00 +OQ __ ....__...__ __._.... 30+00 32+00;i (N) APRON EDGE TAX IV11AY EXTEN -- TSA ' f TSA ` t R TSA TSA f 1 w. : st TSA ___ _ _, ._�._...... �w.__..__...__..._»._. t TSA._.__......-._�,__..,,_.,...�_..,._._, - - ,:�::�.v :..:::�.___...-_._....:_ .. _.._ _ 1 _. _ _w.._,... _.__ ..,.._:.._.:..... TSA { ` -'.'r'.:'s TSA -Y-✓ _:TSA y ��� : ' f ' Biu .,..,.,_._.,....._......_..�,,....._...,.. cif �. .. -s-•--,-' . ,. , � ..". , ... < " __,-...-,..___.._ _,__'__._..............'-__._....,__.._._,.__........__.-._...._-___._.__..,,....... ',i i t ^d J r 911-. i _...,_-,.........w... ,4 t' t' j v lu- �f {{ t i_-` , , >,.•.. ,:..:.. ... �,`,. t- w. >r _`! ,......,>,:..,„...jj `r"",:• , 4 y ••i I r _ /1 ,i }t'i, r'_ i �+ 00:1+002+, + L. or=s oo_� r ..< l-. Ota 21 37 _..,..:�� : , �,..- -�.'" t _0 9 + 20 , 00.1 0' + 1 g ._,_n...__ _,...., _ _.i i r_ 9 .,. 7 �( 20 REtERE E__..., rr' NCE ALIGNMENT jj�� r , �4wtr+xr.,vrw,xr,n,mes..rs.zKxmnanas`.n+.ronm.xwnYv+a,c.. em�ymmru..v+�.y.eanximp.warsr ?-._._.-..,� `.,•._.,_m...-.-.._-1 `' � � I 4 COY AVE.r.-.. i ALIGNMENT TABLE ALIGNMENT NA11i'IE ALIGNMENT TABLE -NORTHING,,, ALIGNMENT NAME STATION NORTHING EASTING * OFFSET RUNWAY 16-34 2 10+00 2308017.8647 6264384.7809 0,00 6264259.2560 CONSTRUCTION TAXILANE 2 POB 11 TAXILANE 2 END 12 34+94.81 2305462.4589 6263780.4313 819.13' 35+41.51 2305457.9273 6264276.9472 325.00' _ BASELINE 3 2306057.9341 6263785.8661 • 50+00 2'305032.4590 6264724.6747 0.00 887.59' RUNPOB WAY 16-34 4 0+00 31+06.45 2309014.2477 2305875.8537 6264299.8048 6264567.4615 0.00 RUNWAY 16-34 5 -~$-- :D 13f 0.00 APRON EDGE TAXIWAY POB 6 31+06.45 42+18.49 2305891.4152 2304835.7991 62.64239.9545 325.00' APRON EDGE TAXIWAY END 7 59+99,87 2303036.0760 6264397.7274 6264809.6508 240.00' RUNWAY 16-34 END 8 . TO BASELINE (RUY CENTERLINE) 0.00 *ALL OFFSETS ARE PERPENDICULAR ALIGNMENT TABLE ALIGNMENT NA11i'IE ., STATiON1"r -NORTHING,,, EASTING *OFFSET *'OFFSET TAXILANE 1 POB 9 TAXILANE 1 END 10 32+88.72 2305462.4589 6263780.4313 838.76' 799.86' 33+33.59 2305665.0974 6264259.2560 325.00' TAXILANE 2 POB 11 TAXILANE 2 END 12 34+94.81 2305462.4589 6263780.4313 819.13' 35+41.51 2305457.9273 6264276.9472 325.00' SOUTH WEST 19 ACCESS ROAD POB 20 END 29+01.97 2306057.9341 6263785.8661 763.30' 42+17.48 2304736.6169 6263773.8066 887.59' ALIGNMENT TABLE ALIGNMENT NAME STATION NORTHING EASTING *OFFSET TAXILANE 3 POB 13 TAXILANE 3 END 14 37+00.89 2305255.4676 6263778.5421 838.76' 37+49.43 2305250.7574 6264294.6156 325.00' TAXILANE 4 POB 15 TAXILANE 4 END 16 - 39+06.97 2305048.4762 6263776.6529 858.23' 39+57.36 2305043.5875 6264312.2840 325.00' TAXILANE 5 POB 17-- TAXILANE 5 END 18 - 41+13.06 2304841.4848 6263774.7637 877.70' 41+65.28 2304836.4179 6264329.9296 325' .91070 M A -D J UNT J v' MEAD & HUNT, INC. 133 Aviation Blvd., Suite 100 Santa Rosa, CA 95403 707.526.5010 - fax: 707.526.9721 www.meadhunt.com' OQvvpIFESS!% A; k o. 30686 • 3-31-10 IV11-FCAU These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents , in part or as a whole, is prohibited. REVISION AIP No.: 3-06-0323-15 M&H NO.: 02316-00-07002 DATE: APRIL2010 DESIGNED BY: AS DRAWN BY: TDB CHECKEDBY: RDL DO NOT SCALE DRAWINGS SHEET CONTENTS SURVEY CONTROL PLAN 3 of 22 n U W Z :D 13f Z> ® z J - F- WzQ W Z Wz < . � O W LL M U W _J 'o' Q _W ®W W M % r V) ® Y m REVISION AIP No.: 3-06-0323-15 M&H NO.: 02316-00-07002 DATE: APRIL2010 DESIGNED BY: AS DRAWN BY: TDB CHECKEDBY: RDL DO NOT SCALE DRAWINGS SHEET CONTENTS SURVEY CONTROL PLAN 3 of 22 .. ..... . ...... .s it 1 RWA ry RWA ii RWA k,l- If i 1 i It I EL I ii RWA k,l- i 1 i EL I MIN. 6" ORANGE REFLECTIVE STRIPES SOLAR RED FLASHER WATER RELEASE VALVE ['3 LOW PROFILE BARRIER, UV RESISTANT POLYETHYLENE WATER FILLED, < 8' LENGTH, ORANGE AND WHITE, TSA <1811 WITH FLASHING SOLAR AND BATTERY POWERED LIGHTS BARRICADES & FLASHERS TO BECOME PROPERTY OF AIRPORT AT COMPLETION OF PROJECT NO SCALE R403 11/99 I r4 5 ('--{'-^i}�,y J L�J . . .... . ......... X ............................ 4 ------ SPOILS AREA J'A SPOILS AREA WA it WA SPOILS AREA 14RWA RW i 14 RWA RWA RWA RNNA ------- RWA RWA RWA RWA 2� RVVA ------- ---- ... ... .... 39.5' 4 ------- —RWA y 16 - 3 BASE BID: PHASE 1 UTILITY TIE IN TO WA -2 J MOO MID POINT OF TAXILANE 3 .... ....... TSA (E) SERVICE ROAD 39.5' RWA . . . . . . . . . . D I 4t ................. SEE NOTE J pr k N5 gi - . ......... A T _TS .......... v; To 4 S"'V4 _TSA -------TSA --:FSAR :2\7 _TSA AIAA\,Vf BARRICADE EXISTING TAXIWAY A DURING e TSA t —TSA y WORK WITHIN 40'FROM TAXIWAY A CENTERLINE it BARRICADE EXISTING ROW OF ff,tg R ii C\1 ce) N V L APRON PARKING TIEDOWNS� DURING W W� T� Ul W Z CONSTRUCTION Z Z L_J 0" Z --- ---- ----- ------- - X JA -1 < < F - CONTRACTOR STAGING L-J AND EQUIPMENT STORAGE AREA -J 0 411111WA1— ........... . . WA3 WA3 L I -Y, RELOCATED . .... .. RELOCATE GATE T GATE T REMOVE (E) FENCE T COY AVE. F ESS 01. . ...... 0 200 400 N Scale: 1:200 Z1 CL A R R', I. R 7 39.5 < Lli BOLT STROBE THROUGH HOLE IN HEAD. STROBE TO BE PHOTO SENSOR ACTIVATED. NOTE: BARRICADES BECOME AIRPORT PROPERTY AT END OF PROJECT BARRICADE DELINEATOR DETAIL NO SCALE 8405 06108 GENERAL NOTES: 1- CONTRACTOR'S ACCESS TO THE AIRPORT SHALL BE VIA THE ROUTES SHOWN UNLESS OTHERWISE APPROVED BY THE CITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO PAVEMENTS OR OTHER EXISTING FACILITIES CAUSED BE CONSTRUCTION ACTIVITIES. THE STAGING AND STORAGE OF CONSTRUCTION MATERIALS AND EQUIPMENT SHALL BE AS SHOWN OR OTHERWISE APPROVED BY THE CITY. CONSTRUCTION TRAFFIC IS LIMITED TO APPROVED HAUL AND ACCESS ROUTES. HAUL ROUTES ON PAVEMENTS SHALL BE CLEANED EACH DAY. HAUL ROUTES OVER DIRT/GRAVEL SHALL BE SMOOTH GRADED AND OBLITERATED UPON COMPLETION OF THE *PROJECT. DUST CONTROL SHALL BE MAINTAINED BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL NOT BEGIN EXCAVATION UNTIL ALL EXISTING UNDERGROUND FACILITIES WITHIN THE AREA TO BE EXCAVATED HAVE BEEN MARKED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR SHALL POTHOLE AND VERIFY THE DEPTH OF ALL UTILITIES WITHIN THE CONSTRUCTION ZONE BEFORE TRENCHING. PLEASE CALL USA TOLL FREE (800) 642-2444. 3. THE CONTRACTOR SHALL OBTAIN A TRENCH PERMIT (D.I.S.) PERMIT FROM THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO EXCAVATION OF ANY TRENCH OVER FIVE FEET IN DEPTH. A COPY OF THIS PERMIT MUST BE ON FILE IN THE CITY DEPARTMENT OF PUBLIC WORKS OFFICE PRIOR TO THE COMMENCEMENT OF WORK. 4. THE CONTRACTOR IS RESPONSIBLE FOR PLACING LIGHTED BARRICADES AS SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER. 5. MAINTAIN AIRPORT SECURITY AT ALL TIMES. PROVIDE TEMPORARY FENCING AND GATES AS NECESSARY. 6. ACCESS TO SPOILS AREAS SHALL BE VIA (E) SERVICE ROAD. PROTECT AND MAINTAIN SERVICE ROAD, RESTORE TO ORIGINAL CONDITION UPON PROJECT COMPLETION. WORK AREAS (WA) RESTRICTIONS: WA -1: UNLIMITED ACCESS, MINIMUM IMPACT TO AIRFIELD OPERATIONS. WA -2: WORK WITHIN 50' OF TAXIWAY A REQUIRES TAXIWAY CLOSURE AND/OR CONTRACTOR PULL-BACK TO ALLOW AIRCRAFT TO PASS. WA -3: UTILITY CORRIDOR. COORDINATE AND COOPERATE WITH UTILITY IMPROVEMENT CONTRACTOR (SEPARATE CONTRACT) IS REQUIRED. CONSTRUCTION WILL BE UNDER WAY BY OTHER FORCES WITHIN OR ADJACENT TO THE LIMITS OF THE WORK IN THIS CONTRACT. THE COMMON 'AREA IS DESIGNATED WORK AREA 3 (WA -3). THE SW HANGAR DEVELOPMENT PROJECT CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE UTILITY IMPROVEMENT PROJECT CONTRACTOR; MUTUALLY DEVELOP A CONSTRUCTION SCHEDULE IN A COOPERATIVE MANNER TO THE END THAT ANY DELAY OR HINDRANCE TO EACH OTHER'S WORK WILL BE MINIMIZED; AND TO SEQUENCE GRADING IN WA -3 SUCH THAT THE UTILITY IMPROVEMENT CONTRACTOR CAN BEGIN WORK AS SOON AS POSSIBLE AFTER THE NTP. ALL CONTRACTORS WORKING ON THE AIRPORT ARE REQUIRED TO ATTEND WEEKLY COORDINATION MEETINGS. EACH CONTRACTOR WILL BE HELD RESPONSIBLE FOR REPAIRING ANY DAMAGE TO WORK, PERSONS OR PROP\-ERTY CAUSED TO OTHER CONTRACTORS BY HIS OPERATIONS; AND FOR COSTS INCURRED BY THE OTHER CONTRACTOR DUE TO THE OTHER CONTRACTOR'S UNNECESSARY DELAYS OR FAILURE TO FINISH THE WORK WITHIN THE TIME FRAME, THE SHOWN ON THE MUTUALLY PREPARED, CITY APPROVED CONSTRUCTION SCHEDULE. NAME AD UNT MEAD & HUNT, INC. 133 Aviation Blvd., Suite 100 Santa Rosa, CA 95403 707.526.5010 fax: 707.526.9721 www.meadhunt.com \,Vp ESSIO, NO.1430886 EXP. 3-31-10 C C IVI IVI CWC CA These documents shall not be used for any Purpose or project for which itis not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including aftOmeys'fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents , in part or as a Whole, is prohibited. F_ 0� 0 CL < o W um� W Z < < (D Z .J r W Z < F— W Z X LL U) 2i W U_ ri _J 0 < Q W S, UJU, U_ U) > < Of 0 W U, ULJ cr) 0 co REVISION rA 0 AIPNO.: 3-06-0323-15 M&HNO._- 02316-00-07002 DATE: APRIL 2010 DESIGNED BY: AS DRAVM BY: TDB CHECKED BY: R D L DO NOT SCALE DRAWINGS SHEET CONTENTS CONSTRUCTION OPERATIONS AND SAFETY PLAN 4 of 22 W TSA TSA TSA -TCA TSA TSA TAXIWAY A TSA APRON EDGE TAXIWAY TCA -rt' A 0 59 100 Scale: 1:50 4"1 %K� R RWY 16-34 0 0. g, ------ 0. < W ii 11"T < (D C) Z W Z �-w U. U) C� Z 0 LL VJ W CL -J < 0 C) W -J W LU LL < > 0 W L.0 CIO wo �e C<O REVISION cl� 0 NZ 0 AIP NO.: 3-06-0323-15 M&H NO.: 02316-00-07002 DATE: APRIL 2010 DESIGNED BY: AS DRAWN BY: TDB CHECKEDE)y: RDL DO NOT SCALE DRAWINGS Y Si W W U) V > 0 0 --- --- 9 F - UJ V) W 0 W N < Z W Hui oC/) W > W LLJ < Tt+ ti Z i it W F-- 2 C\1 < o t it 94 f 9 Cg X co TCA -rt' A 0 59 100 Scale: 1:50 1 L/ UNr MEAD & HUNT, INC. 133 Aviation Blvd., Suite 100 Santa Rosa, CA 95403 707.526.5010 fax: 707.526.9721 www.meadhunt.com 1000 ES No. 30686 Exp. 3-31-10 CIVI%- TS OFC No' 30686 Exp.3-31-10 JVJ% C C413 These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including aftomeys'fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents , in part or as a whole, is prohibited. 4"1 %K� R RWY 16-34 0 0. g, ------ 0. 1 L/ UNr MEAD & HUNT, INC. 133 Aviation Blvd., Suite 100 Santa Rosa, CA 95403 707.526.5010 fax: 707.526.9721 www.meadhunt.com 1000 ES No. 30686 Exp. 3-31-10 CIVI%- TS OFC No' 30686 Exp.3-31-10 JVJ% C C413 These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including aftomeys'fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents , in part or as a whole, is prohibited. SHEET CONTENTS GEOMETRICS 5 of 22 0 0. rem 0. < W ii < (D C) Z W Z �-w U. U) C� Z 0 LL VJ W CL -J < 0 C) W -J W LU LL < > 0 W L.0 CIO wo �e C<O REVISION cl� 0 NZ 0 AIP NO.: 3-06-0323-15 M&H NO.: 02316-00-07002 DATE: APRIL 2010 DESIGNED BY: AS DRAWN BY: TDB CHECKEDE)y: RDL DO NOT SCALE DRAWINGS SHEET CONTENTS GEOMETRICS 5 of 22 Z (L 9013 38+OU 36+00 w..._ . _ 4+00 �,� _._ ...- - 3 4 tui�Wq P�; at yli'' ... __.. _...___.. _..._ n � �l1fl ,4,z,_j • ^- `"s r � :r Y7,�, a r rte, 1ei�`��Y$� rye , z r. �'� a _... _.. � �. - — t — 3! �A�`aY t:.,���k�Mt. ��h�rr*�>„gxt�' "'' �i "�+.0 "' i i SUBGRADE MINIMUM COMPACTION CRITERIA DEPTH COHESIVE SOIL NON -COHESIVE SOIL M IM 0-611 UNDER PAVEMENT ='95°/ UNDER PAVEMENT = 100% UNPAVED AREA = 90% UNPAVED AREA = 95% 1 ow 0 60 120 Scale: 1:60 10A ~ v M T .1 A E\- -D- MEAD & HUNT, INC. 133 Aviation Blvd., Suite 100 Santa Rosa, CA 95403 707.526.5010 fax: 707.526.9721 www.meadhunt.com �QpoFesS,oH \ �l NV0'4 tt' Exp. 3-31-i 0 OFCAIS These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents , in part or as a whole, is prohibited. F— O CL 4< i a� C) or Z V ® Z J W�ZQ W Z i�� LL U W _J 0 ® W W W W v��nn ) ® Q m REVISION ® Bid Addendum 1 - 05/07/2010 O� )� C) AIP NO.: 3-06-0323-15 M&H NO.: 02316-00-07002 DATE: APRIL 2010 DESIGNED BY: AS DRAWN BY: TDB CHECKEDBY: RDL DO NOT SCALE DRAWINGS SHEET CONTENTS FINISH GRADE CONTOURS 6of22 STATIONS LAYOUT + BASELINE A (N) FLOW LINE::; _K STA 1+22 A 1+22.91 91 -OFF -68.05' OFF -281. 051 7' tX Itk 7= __ - --- I, . T X_� U) > O O OFF -42.67- F STA 1+09.23.,-i (b it O CIA10 1b \ tk lb- •CB 2 4 374.84 V 374.80,,: CB 1 TOP WGRATE i IT + SEESHIEff OFF -107.75' (N) SD SEE SH -2 P�, STA 1+4' STA 1+42.00:: C-44�.,-,. STA 1+42.00 OFF -40.00' "D t SHEETS -'--OFF -250' 0'0' C-441, 0-442 > STA 1+41.85 OFF -42.80' CO (N) FLOW LINE , O + (N) IRE HYDRAN 10' CONFORM STA 2+59.26 STA ,2+61.. STA 2+42.00 STA 2+42.00 2+4 STA OFF -278.33 OFF 2.00 -41.24' OFF -40.00' EE ELEV=374.32- OFF -107.75' OFF -250.00' LEV=375.13 �'T J- --31 O (N) FIRE HYDRANT (TYP. OF 2) C�l qK -J ov X -X: )�(b A 71� lb - SEE 4 D C13 LIGHT -50 00 + V. V 0 CO TA 2+80.5 (N) EDGE S +73.73 NFORM 91? 374.43 _X �TA 2+8100 SEE NOTE 2 17 LEV=375.28 OFF 41.4 L OF PAVEMENT OFF -283.97' STA , 2+7943 OFF -466.80' to 375.33- W W ------- -OFF -494.291 W - AX E 3y Cb E -'t�2 ..... "o D7 -175.43 %� (N) FLOO 375.2 73 LIGHT STA 2+79.rt > L�o +t. -276.21'eS OFF -38. + LEVO. b=374.W )FF �-287.3it +: 4 #8C D 3' "�STA 2+80.71 WtGROUND SEE I:OTE t, )FF -484.35' + STA 3+37.00t' (N) FLOW LINE M. LO E Y GUTTER OFF -38.44'�' 5 R"RA SITION @ 7 IC ria IJl vJO 1110),mill,'I �mtblli J+V N t ,gr VALLEY GUTTER TRANSITION WMAN .0 ST P OF GRATE '99 3+36. R� SHEET C441 ;A WO ORION ft'PkNo �W' Illy 6+00 V) +00as +OC lo. + '4x� i n7 s. aX rb -fs iiE41 + C)s.c. f b76. 96 s o• 11�Aof + \A kr + tK' + A tv STA 4+06.01 'b L Ift OFF -38.44'/ (b -TA 4+35.35 STA 4+05.89 FF -463.81' OFF 431.5,q, Oh 06 0 '31C�v 3 �3 A ti 'b' Ch- + +( i V 21 'STA 4+42.00 + \OFF -38.44' STA 4+42.00 orfrt+1 + FF -389.10' (N) FLOW LINE '0 0 + + C) 0 X C"A -STA 4+38.50 A%, 1 A OFF -431.46' =11 J, 0) q� C-71 + +1 (N) FLOW LINE + + A,Cb e I + + -4 U) --i 0 MATCH LIRE SEE SHEET C-10 APRON TAXILANE I PLAN CR 5 to Wiy FL C, CL f 1-Z: 00 Z 00 or) CV? + C6 or) LL ............. * ----------- - N 0 - --------- .9ZI. co It M UJ in t-11 (0 of FROM OFFSET -38.44 TO -287.32 AT STA 2+80.50 (D Q U_ > > FROM OFFSET -287.3 TO -484.35 AT STA 2+,10 a. iL a. 2 18 .50.. I -T------- PROVIDE CONFORM TO MEET (E) AC AS SHOWN ABOVE T_ "t V_ 6 (b Wi- . LIQ Cy ce) ICT I Z'5 oil! - ;:�I;= 00 Ln 0 Ut, cl� C14 1W 00 i Z ox t P& l in c) ; IC'-- M co1 coin Mco MO .J M co 0+50 1+00 1+50 2+00 > '11", colm Ice) �To F) 1 i,� Z16 2+50 3+00 3+50 4+00 APRON VALLEY GUTTER PROFILE AS SHOWN TWY D 3 0 310 60 6===NE6� NMI Scale: 1:30 NOTES: 1. PCC VALLEY GUTTER EDGE GRADE SHOWN ON PLAN. ADJACENT ASPHALT CONCRETE PAVEMENT EDGE IS 1/4" HIGHER. SEE DETAIL D ON SHEET C-501 2. 250'(APPROX.) LONG, 10 -INCH PVC WATER MAIN TO BE INSTALLED PER CITY STANDARDS. 3. INSTALL NEW APRON FLOOD LIGHTS (TYP. OF 2), ELECTRICAL PULL BOXES (TYP. OF 3), AND 250'(APPROX.) OF UNDERGROUND ELECTRIC CABLE. SEE DETAILS A,D,E & F ON SHEET C-311. - U_ Z O LU >- LU U-1 UJ W F- Z (D In 35' - - 56.5' 51.5' 17.5' 10' 36' 121.7' FINISH GI C_ L 02 06 1 0.16% 0.16% 0.17% -0.81% 1.00% 1. -0 .78% 375" 7 V '17 -7 V V IV 9, V 17 V v - _V EXISTING GROUND NO SCALE A 6" PCC VALLEY GUTTER -SEE D 3" AC 1/2" TYPE A ASPHALT BITUMINOUS PRIME 7" CLASS 113/4" AB (100% R.C.) 6" SUBGRADE (COMPACTION PER TABLE 1 SEE SHEET C-100) MEAD & HUNT, INC. 133 Aviation Blvd., Suite V Santa Rosa, CA 95403 707.526.5010 fax: 707.526.9721 www.meadhunt.com E S 13. JAV41 No.30686 Exp. 3-31-10 These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys, fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these - documents, in part or as a whole, is prohibited. All NO.: 3-06-0323-15 I NO.: 02316-00-07002 DATE: APRIL 2010 DESIGNED BY: AS DRAWN BY: TDB CHECKED BY: RDL DO NOT SCALE DRAWINGS SHEET CONTENTS APRON TAXILANE 1 GRADING PLAN AND VALLEY GUTTER PROFILE 7 of 22 W 0 .J C 1J W < Z F- LU F- Z W < Z LLvi W 0 LL (f W 0 < 0 W _J W _J LLJ < D 0 > LLJ U)LL or_ W 00 U) REVISION All NO.: 3-06-0323-15 I NO.: 02316-00-07002 DATE: APRIL 2010 DESIGNED BY: AS DRAWN BY: TDB CHECKED BY: RDL DO NOT SCALE DRAWINGS SHEET CONTENTS APRON TAXILANE 1 GRADING PLAN AND VALLEY GUTTER PROFILE 7 of 22 01 P Q 0 O O r t w U) W W N 0 Z W CL O w w 0 Q Z U) i 0 Q U U UJ N < o 00 Oa N O M O r- O O M p o N X 00 (N) FLOW LINE MATCH LINE SEE SHEET - 1 01 - + � ' • =tip, ,: , ,. \�� + } O SD , STATIONS LAYOUT i STA 5+42.00 + l N -n•: +I BASELINE � xx '. ' +� + STA 5+78.00 50 TYP. TAX LANE 2 C.L. OFF _ STA 5+45.53 s: 389.10 , + : 1 \ C-102 FF X I OFF -18.04 i h_ O O O O -441.59 r,, ::r TA 5+42.22 €i , D� O , \ O 1 � sir 0 1 F '1 47 .9 w- 3 2 Ik • "� 3 1 3 ;,a ,..., t i 1 ; 3 � h• 1 O `', . �:. € 1 STA 5 42.00 3 , ,��-g s= E *!a 3 4 5^ { J i •5; A e : R R*T . OFF -38.44 ov 5 x� I rMt 1. X. f h"rt i I N.+ i {,- 1 \ 'i 95.50 STA 5+ 3_ '\ 'L 'ld`' "�� 3* COQ r''<,.6++ ;7.kt'++� OFF 18.04 G�• 1t } I 1 G G 1 1 G D�•. G p�• �,1 p,. 1 `ti 4 g Oti,:t a:,_,- :+ €; t ~r. , V �N�A� � � � Q �,• Q >•�;. 'l G 1 1 G G G �• ���_:; �x �� STA 5+95.96 a L �.--a�.•,�' -x 'tea G � �- G P L G J J 4r? V S• t 4 «3'c9 t 1 �-• � O �k � Q 4 .� 2A h � - .STA 7 � Q Q 5 00. + Ery �'� '�.. �. � �• � ` O r OF ' .. F 514.27 1 y F f �,� 5 F � � r, 3• �r^ k f h' a + d. •J • i •f i• s Pf 0 0 � `L � 0 O O c �y ':Y.. .lam L. '� 4 D�• 8 s `G7 4 } n ir` fi + 1 OF �J + w,"W" iD 96:kxb'I .u'u w wi •l ' r i o IN Co I mak• fl �- 2 h + M= ii+ Y r0 .+ r , m 4 a , y 4 ' ,3" .:, �' a, • :' ^... • ,., , ,, �, � .'�,., , r t r t k �+ t f r •=t r E f1 �fJ4, '! •.t � .3x` t• . rt 'E J tai i M. W -w\ 1 + ; t. R t M* r 3- k � t .vhf'.'• .�' . F :N' 'ar, f i.. 3 .ft"'' ..i a 1, i r x e� Y �a r 2 �' +fr' kr f ! t . (/3.,�i'. � � `V -:1� ��� .!®�'• �:.,rr.' ,,.s ,�.' � s4��""> �.t�1'ytiiy'�' ` +r H'�S;r: .a- ST6+13.01 1 A 0 D�• �' ..� � 1 1 tx• OFF -18.04 "� O 1 1 .a 'l`�' •.Y_' .'r O STA 6+13.00 STA 6+42.22-" gy i' --' 7 OFF -483.37"'..-':.,% \ �.. �b FF -4 O 50.0 .�` O �o 0 D� w s O , g *� h O , E J V w<> �• w {) lam• I'. Y J V� 3 n v } h A +. 3 R ._•. 3' 3 1 1 3 "tom ,7 1 1 , - , h s + .+ ) \ t� + U' STA , h ' 6 4 . i Ai yt. t �M H. 5+ r ?. r> ` {J S . \k f N FLOW LINE STA 6+49.03 , , OFFS -18.04 10 SHOULDER {TYP.). () C�1o24r.,� 3r 4, \ @ 5% SLOPE OFF -418.69 + , STA +454 / t 6 ��. 00 f + .._, . �, \ OFF -451.09:".; + i �4J't O /I 11' TYP. 13. O 1 (N) FLOW LINEj� rf�� - i MATCH LINE SEE SHEET C-103 �„�I�N� � � CB 7 � LAN � AS SHOWN w Cl) a 1 € I , LU LU U .. o + ti C0 in _ r.. _....N ,�.._.-... ,...._........ CD LOO I ; _ . _},.. _, ; I i LL N Vi WCY) i _tooI.. .. I.. f ; N ol I � , + ; l `, a..a r r �' , I_.._.. _ ......._....._,....,. .. v� W .._-. > > 380 CL a - i I C) 1 0O I , ` I , + + �. as ....... _.-........_ .........-. - ,,_ _EXISTING GROU,-,D i FINIS DE I UR CE � GRA FA _,...__.....-..__._....._ .......... .....�_.._..__..____..,_Y.._.._..._...w......,..,-.u_,_., _ _._......__. _... ___..,... i i € , .... _....._.. __._ __............- ._..__...__.-.._..-,.. ..__.__._._-....__.,.-- ...._.._.__._,__._..._.,.. .�,-...__....___._.- ......... ...... ..._....,... ...,_..,..._..__,-.._._ ,_. _. ..-.,._... _._.......,..._.�, ' 132 f + E 1 t 0 - ( 375' 3 0 i -9.49-,� , : tom_ -I 2• f t ! f , 1 1 i S ; i 111 , EXItj STING GRO ND..._. ,_._... _.,_.. ,....... _..._.... _._. ,. _._..._.._.._.._-_ ._.__.._. INI H GRADE . ELEVATION E EL ION , + 370' 1 1 & 24" SD -OUT I I ; - -- L6 oo It 04 iz: q nv th ZES '04 i3 � LE ` CID o P x 5 t r d. •N aA v' rr~ € r CD Or• � �(0 ( � L t 5 ! L Y y# 3 N fiyY. SY 3 3 H^ r t :•r;.--• , d !�8 s• ,,.trte• � OO CMfl EOdCt M M U.4 ) M M M I` M t` M ti M n� M M hid''- M h ti h h �., �T: i`� e�.t P► �. M criM ep IN- M M ai tiM vi M M M M M M M M M M M M M M CO M M M M M r co M M M 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 TAXILANE 2 PROFILE AS SHOWN 207' 207' T_ FL W Z EXISTING 36' GROUND FG PER PLAN 17.5' N W Z 1" DROP EDGE -SEE _B 17.5' ( 10' I 36' FINISH GRADE -' 6" COMPACTED SHOULDER @ 95% RC. TYP. 6" PCC VALLEY GUTTER -SEE I�, -50 -•--- VARIES L co W Z PER PLAN 3" AC 1/2" TYPE A ASPHALT BITUMINOUS PRIME 7" CLASS 113/4" AB (100% R.C.) 6" SUBGRADE (COMPACTION PER TABLE 1 SEE SHEET C-100) TAXILANE 2 TYPICAL SECTION NO SCALE D W D Y 3 0 30 60 0 Scale: 1:30 /0. q - 1,a 0 --q UNrMEAD & HUNT, INC. 133 Aviation Blvd., Suite 100 Santa Rosa, CA 95403 707.526. 5010 fax: 707.526.9721 www.meadhunt.com ES OQFypP -Mf Q• 2 As t i ^ V � s No. 306 as Exp. 3-31- p 10 SOF These documents shall not be used for an purpose or project or f which it of YPrP P n intended. Mead & Hunt shall be indemnified by the client and held h armless from all claims damages liabilities, losses and expenses, including att omeys' fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents , in part or as a whole, is prohibited. 0 Q Ii.L Q s� Z LL ® Z .J F- W Z Q W Z U. W 2E o U W _J 0 WLL Of ® W W ® < U m REVISION t Cn ®ems. - ,�e r�•�,Z "J AIP NO,: 3-06-0323-15 M&H NO.: 02316-00-07002 DATE: APRIL 2010 DESIGNED BY: AS DRAWNBY: TDB CHECKED BY: RDL DO NOT SCALE DRAWINGS SHEET CONTENTS TAXILANE 2 GRADING PLAN AND PROFILE ft � nv th _� :?;3>t? v�#�+yn•. -j<� ��$ a"�i + f�u°*n �;���3�� "k'_ h gq�;'�i.-•� j LE ` .r €, P x 5 t r d. •N aA v' rr~ € r t , I k y¢ € _ 1 € rry t CY;,a l rl,.. 't k ,t i I € { 1 t 5 ! L Y y# 3 N fiyY. 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Mead & Hunt shall be indemnified by the client and held h armless from all claims damages liabilities, losses and expenses, including att omeys' fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents , in part or as a whole, is prohibited. 0 Q Ii.L Q s� Z LL ® Z .J F- W Z Q W Z U. W 2E o U W _J 0 WLL Of ® W W ® < U m REVISION t Cn ®ems. - ,�e r�•�,Z "J AIP NO,: 3-06-0323-15 M&H NO.: 02316-00-07002 DATE: APRIL 2010 DESIGNED BY: AS DRAWNBY: TDB CHECKED BY: RDL DO NOT SCALE DRAWINGS SHEET CONTENTS TAXILANE 2 GRADING PLAN AND PROFILE z d MATCH LINE SEE SHEET C-102 STATIONS LAYOUT # TOP OF GRATE , BASELINE SEE SHEET C441a ! -103 r , NSD SEE STA 7+49.00 N FLOW LINE -= 0-441 (� - TAXILANE �I OFF -18.04 ANE 3 C.L.C. L . STA 7 49.02 STA 7+52.5091'1,; i / _, TA i OFF -418.73-'cn hy. �' F 1 o �o , G" �o to .OFF 1 6 h o do ti �Y J t'`` I�`�' '� o• ��a' 6. ll ✓ �- � � �., yam^ . i'!ii �° � �SSRy:;? / 3 3 i _ 0,=1- STA 7+85.00 1 OFF 18.04 \ D� �p�• 0 `L h tk t e,� 1 1 �- 1 �. h t may#, fi, „ .7• i�l H . .7_. 1 0. ♦ A Iw` � OJ `nJ_ f. O 'l s 1 _. h 3_ 1 D� ^ 3_ STA 8+02.5 '.. G >k 1 tiJ s ?w o G •� G. 1�' G D�- G1 p�• V'1 +8 OFF -1 4 8 0 max. Q Mo. F -4 6�P . �. rte, 1,0+00"q �• r'Yti { R3 / 1+ d S ter. �, � ♦. 1 a i f' m. 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TYP. 3% VARIE s 3% rr�v'vuvvc'�r�'r<r�v `•. - v� r - vcrv�cv� .. 3" AC 1/2" TYPE A ASPHALT BITUMINOUS PRIME 7" CLASS 113/4" AB (100% R.C.) 6" SUBGRADE (COMPACTION PER TABLE 1 SEE SHEET C-100) 6" PCC VALLEY GUTTER TAXILANE 3 TYPICAL SECTION -SEE -50 NO SCALE + .a, •1. 5 77 1.18 rr ✓3avY� �eM =a ao O 0}�3.41' + F 41 j. > i l `.+ :t ; . • 7+50.55 ' 1 1, ,M -493,51 I ,i 1+ 4 3- I S , i + +. c ii 5.00 ,. + I 'I r, ` +� i STA 8 02.50 t t y 1 a•? OFF -533.65' t , 1 4 1 roe,. D k 1 I` } �t k 1 I - .xs>. {� 4.1 1 k•, rs. } yam, 4?= 4^ + i + 8 1 f u i }} r jj. ;i + '+ r ' Ik z� s s ;` is 9 t -M '! JY 4V h ' .J. 54.48`; i �. * + cn < ow W 00 �. a� w �., } ) + FG PER PLAN 9 0 D 3 __ fi 'Y-,,.��,y,�`r�,a4'M�ai'��,;p�', ~r': xs``�4.`.^.#" shy ....;r•._ F 'i i �-.,ibi ,o �' �, � �r�{ ��. ern x ' • 7` > i 4 d M1 {lr hi � il.�f.��'V -�5/. �-,`,,s_-,�w`t� S�'�^�r„tr��� c•<<,{?,�,(„w £s,,a�•s`: ' x="-65 '`:N'r:'p?2�x. 1b:li;i %eriru:��':✓%2a �'nis1'Fw'La�;�Y...1,�'3�.• a{ •, i awe•• �1 > ��' 1 ? 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NO.: 3-06-0323-15 M&H NO.: 02316-00-07002 DATE: APRIL 2010 DESIGNED BY: AS DRAWN BY: TDB CHECKEDBY: RDL DO NOT SCALE DRAWINGS SHEET CONTENTS TAXILANE 3 GRADING PLAN AND PROFILE ►' of 22C - 1 J • 1 r, I` W 0 LL WCL _J LL < ow W 00 U) Q aQ REVISION ii (.1 All? NO.: 3-06-0323-15 M&H NO.: 02316-00-07002 DATE: APRIL 2010 DESIGNED BY: AS DRAWN BY: TDB CHECKEDBY: RDL DO NOT SCALE DRAWINGS SHEET CONTENTS TAXILANE 3 GRADING PLAN AND PROFILE ►' of 22C - 1 J O O ! w UJ UJ 0 0 i' z W a O LU W 0 a! 0 z 0 0 ¢ U U W 5 N ¢ C) do O M o ti ! Mo O N X 00 MATCH LINESE�SHE�ET -103 31 ( +o STATIONS LAYOUT \ \ CB 9 BASELINE \ (N) FLOW LINE` \ A i f \ T , \S A 9+56.00 , STA 9+56.00 375 OFF -428.221 ! STA 9+59.50 / ! OFF 27. 55!2 �3 OFF � h h 1 N 3 -, tK-Y O O D�h 1 o�• 77 r i 1 ti 1 1 \ /7N i TAXI LANE 4 C . STA 9+92.00 I D� . FF -4 1.4A s h O 8 O ro tk 3 c5 / O g} r STA 9+92.00 {� i I 1 1 1 - 'L r► ✓- �J' OFF -27.56 Dt =-�- , 1 `�==- � ' 3- � O_ .�. '� � 1 1 , • "�' 't. 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TYP. 6" PCC VALLEY GUTTER SEEk CAA1 u� 0 CO M Mico 3" AC 1/2" TYPE A ASPHALT BITUMINOUS PRIME 7" CLASS 11 3/4" AB (100% R.C.) 6" SUBGRADE (COMPACTION PER TABLE 1 TAXILANE 4 TYPICAL SECTION SEE SHEET C-100) NO SCALE FG PER PLAN ,j i f 9 t tf' ,�r f� t 4,r z� }�::��r;�-;h'i*v'ii"e9�:?;'tri,;;:�.�:a:r,"`","r.:?,p*.9'��£x:3SPs. '�''�hir•;'r'%'i>-.:��'',,ii i i .,,,cz„,..,C..�:=.¢•hti.by,......',inf�i�"»_.+bv....`k:� N�?;�+:.ti4.c,,a.'..s:,s'r,'i.}`°„? , t < I! ' i I rI, rl �� i { j+ j 4:, I xrs s s -u �r ✓ -+tz t i a� t" d' �d � 3 1 r I' �f I 1 Sjp r} i �>'Lt: . , I:1 { 1 9 J !>? i -.fit, • J r. AN x. t= x r' I - I - .k t ,S F s s'y'"'.'k�"a" d� �x - aef T •t' �5 ' n•.S fir," rn `s? - r 1 - i '',,�YJ s�,• H t, 3 0 30 60 0 Scale: 1:30 11 J 1— �iNr MEAD & HUNT, INC. 133 Aviation Blvd., Suite 100 Santa Rosa, CA 95403 707.526.5010 fax: 707.526.9721 www.meadhunt.com �s QaoF s!10 k '4 i 2 m r� No. 30686 EXP. 3-31-10 1 C . t 1 V P �9 oFcav These documents shall not be used for any purpose or u project for whichi P J lsnot intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities losses n 9 . and expenses, including tome a ' fe t s es and costs arisingout of Y such misuse or reuse of the documents. In addition unauthorized reproduction cUon of these documents, in part or as a whole sP rohibited. AIP NO.: 3-06-0323-15 M&H NO.: 02316-00-07002 DATE: APRIL 2010 DESIGNED BY: AS DRAWN BY: TDB CHECKED BY: R D L DO NOT SCALE DRAWINGS SHEET CONTENTS TAXILANE 4 GRADING PLAN AND PROFILE 10 of 22 A-51IM4. 0 CL .®I pQ LL U W Z C) Z . F— LL] ram Z WW Q LL C/)ILL W CLQ ® v W M F— -� W LLJ_ LL ® > W cn �" 00 m REVISION LL AIP NO.: 3-06-0323-15 M&H NO.: 02316-00-07002 DATE: APRIL 2010 DESIGNED BY: AS DRAWN BY: TDB CHECKED BY: R D L DO NOT SCALE DRAWINGS SHEET CONTENTS TAXILANE 4 GRADING PLAN AND PROFILE 10 of 22 A-51IM4. 11 1 TYP. STA 12+70.00 OFF 14.17' STA 13+20.00 OFF 14.17' + 0 rl� 0 MATCH LINE SEE SHEET C-104 "1* Ci 0 "rt r.0 U_� C> 4 I" M 'r� 00 Jt _4 I STATIONS LAYOUT BASELINE \ 11r..- q U)�00 STA 11 +63.43 U :+ + ;z C,41cf) cc 0 + FF -532.61' +: STA 11+66.50 + STA 11 •-t'6.15 rA STA 11 +63.00 �gk + OFF -500.24' OFF -5,in.47' 1b STA 11 +71.92 + + TA 1+63.00' OFF -447.77' + OFF -616.27' 1b• Alb- + F \a+ lb - OFF 47.1 V 1b' + CB 14 TAXILANE 5 C.L. STA 11 +99.00 11, IM STA 11+99.00 01) OFF -500.00, 100 lk > J i N." < tK' VK' AA NO OFF 47.20' tK* +z. lb- lb-, A% + F0 r ♦ 'A A A V_- + 10 ------ ✓�4rbl R22.50! 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[:VIC IK t--% t7_'DnHKIr% CB 12 F1NiSH GRADE ...... . ........ ....... ......... . . ---- ---- 0 30 60 ELEVATION 0- 370 (N) 30" SO 370' Scale: 1:30 00 CO 0 rl� 0 101"r U� C> "1* Ci 0 "rt r.0 U_� C> 4 I" M 'r� 00 T_ co T7 co C11 L0110 q W) \ 11r..- q U)�00 0) to M cn ;z C,41cf) cc co 0) CW) U") .tll Cf) to 0 0 C14 001.1- Ci Wl" 00(o N — _ "IC6 100 10 cola N_ 0 !a cf) 10 -11 a) LO 't 0 std Cn t6 M MM tri! t6 M CV) MM MM co M co d!V)' cf) Mice) 'i M CO .4 I. co C6 M MIM 0i M co 0i cr) 6 M M 05 M MIM co M M M Cn C6 Cf) M vi CP14 M Cf)* CY) E 1+50 2+00 2+50 3+00 3+50 4+00 4+50 TAXILANE 5 PROFILE AS SHOWN EXISTING GROUND 3% -11111— VAKIM0 30 FIG FIG 7 7 7 V V IV PER PLAN 17 7 IV PER PLAN ly V 17 V, IV V V 7 KEY MAP FINISH GRADE 3" AC 1/2" TYPE A ASPHALT 6" COMPACTED SHOULDER BITUMINOUS PRIME @ 95% RC. TYP. 7" CLASS 113/4" AB (100% R.C.) 6" SUBGRADE (COMPACTION PER TABLE 1 SEE SHEET C-100) 6" PCC VALLEY GUTTER A TAXILANE 5 TYPICAL SECTION - —SEE 66� NO SCALE ID. 10 MEAD & HUNT, INC. 133 Aviation Blvd., Suite 100 Santa Rosa, CA 95403 707.526.5010 fax: 707.526.9721 www.meadhunt.com ,q,,01FES*q, O '0� O 40 No: 306 81 6 ye Exp. 3-3110 civit- OFcpU These documents shall not be used for any purpose or project for which it is not intended, Mead& Hunt she[( be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents , in part or as a whole, is prohibited. REVISION AIP NO.: 3-06-0323-15 M&H NO.: 02316-00-07002 DATE: APRIL 2010 DESIGNED BY: AS DRAWN BY: TDB CHECKED BY: RDL DO NOT SCALE DRAWINGS SHEET CONTENTS TAXILANE 5 GRADING PLAN AND PROFILE 11 of 22 C�� 0 CL < W Z < < (D Z W Z W < z U. 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EXISTING GROUND 17.5' I— 717 4� 7V err FINISH GRADE AS SHOWN 1" DROP EDGE -SEE -31 10' I VARIES 6" COMPACTED NA 30/( F SHOULDER 0 95 /o RC TYP. �- 3" AC 1/2" TYPE A ASPHALT n/ BITUMINOUS \ BITUMINOUS PRIME 7" CLASS 11 3/4" AB(100% R.C.) 6" SUBGRADE (COMPACTION PER TABLE 1 APRON EDGE TAXIWAY SEE SHEET C-100) EXTENTION TYPICAL SECTION NO SCALE 40' 0 FEET 80' FINISH GRADE SURFACE NOTES: 1. ALL STATIONS AND OFFSETS FROM REFERENCE ALIGNMENT SEE SHEET G-041. 2. SEE SHEET C-107 FOR APRON EDGE TAXIWAY GRADES. /�•9-la n MEAD & HUNT, INC. 133 Aviation Blvd., Suite 100 Santa Rosa, CA 95403 707.526.5010 fax: 707.526.9721 www.meadhunt.com OQAOPESS10 B� 2 a - V A^ y' I i �h Y v m W M No. 3068 6 Ex . 3-31-10 P �9 O CA These documents shall not be used for any purpose or project for which it is not intended Mead & Huns shall ha I be indemnified by the client and held harmless from all claims, I ' s damages, liabilities tosses and expenses, 9 inciudin attome s' fees and costs arisingout of 9 Y such misuse or reuse of the documents. In addition unauthorized reproduction of these documents in part or as a whole is prohibited. 0 CL J � 5-; r J.K, ..;,�: ` .. 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In addition unauthorized reproduction of these documents in part or as a whole is prohibited. J0a At AIP No.: 3-06-0323-15 M&H NO.: 02316-00-07002 DATE: APRIL 2010 DESIGNED BY: AS DRAWN BY: TDB CHECKEDBY: RDL DO NOT SCALE DRAWINGS SHEET CONTENTS APRON EDGE TAXIWAY EXTENTION PLAN AND PROFILE 12 of 22 r �* 0 CL J U W Z N i.Lo. 0 r% Z W F"- W Q Z LL X o LL U^) v! W ® - U W F— _JW o LL eC ® W Ly w ' Y CaQ REVISION J0a At AIP No.: 3-06-0323-15 M&H NO.: 02316-00-07002 DATE: APRIL 2010 DESIGNED BY: AS DRAWN BY: TDB CHECKEDBY: RDL DO NOT SCALE DRAWINGS SHEET CONTENTS APRON EDGE TAXIWAY EXTENTION PLAN AND PROFILE 12 of 22 r �* W Z APRON EDGE TAXIWAY INFIELD GRADING PLAN STA 32+00 - 37+00 AS SHOWN 20' 0 FEET 40' APRON EDGE TAXIWAY CENTERLINE NOTE: SEE SHEET C-106 FOR FLOW LINE GRADES. lo,q-lao ........... MEAD & HUNT, INC. 133 Aviation Blvd., Suite 10( Santa Rosa, CA 95403 707.526.5010 fax: 707.526.9721 www.meadhunt.com A0 Voo ESSioOV 113. 410 0, C No. 30686 E (p. 3-31 -10 CIVIC- These documents shall not be used for any purpose or project for which it is not intended, Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents , in part or as a whole, is prohibited. REVISION AIP No.:3-06-0323-15 m&H No.: 02316-00-07002 DATE: APRIL2010 DESIGNED BY: AS DRAWN BY. TDB CHECKEDsy: RDL DO NOT SCALE DRAWINGS SHEET CONTENTS APRON EDGE TAXIWAY INFIELD GRADING PLAN 13 of 22 mu'lly 0 n < W Z Ar r% U Z r W � - Z W Z LL U) 2 cr_ 0 U- U w 0 < W J W o U- < :D 0 > W U) 0-1 UJ U) �e C<L) REVISION AIP No.:3-06-0323-15 m&H No.: 02316-00-07002 DATE: APRIL2010 DESIGNED BY: AS DRAWN BY. TDB CHECKEDsy: RDL DO NOT SCALE DRAWINGS SHEET CONTENTS APRON EDGE TAXIWAY INFIELD GRADING PLAN 13 of 22 mu'lly PROVIDE STEEL TRAFFIC COVER WITH HOLD DOWN BOLTS, H2O TRAFFIC PROVIDE EXTENDERS AS NEEDED FOR CONDUIT DEPTH Z g PVC DUCT PULL BOX SCHEDULE TYPE LENGTH WIDTH DEPTH THICKNESS A 22 12" # B 30" 17 1/4". # C 36" 25" # D 48" 30" # E 60" 36" # # AS REQUIRED * AS RQUIRED FOR H/20 LOADING PCC COLLAR �-- CONCRETE BASE WITH DRAIN HOLES 8" DRAIN ROCK BED (1" MAX) * PULL BOX AND COVER SHOULD BE RATED FOR H/20 LOADING. NO SCALE E-801 06/08 AC —� PRIME COAT j V v v V v V V v V J u C7\7QZ'\7VV V COMPACTED NATIVE SUBGRADE APRON EDGE TAXIWAY PAVEMENT EDGE DETAIL NO SCALE 3 GE HLX POWER FLOOD LIGHTS (HLXG40SOM2 6X5GRS) 40OW, OR EQUAL, 240V LUCLOX W/PHOTO ELECTRIC CONTROL AND TOP & SIDE VISORS. VALMONT INDUSTRIES, DSF20, DESIGN #6.51A300 SQUARE, TAPERED, HINGED, STEEL POLE. POSITION AC DEPTH TO MATCH EXISTING, POLES TO ALLOW UNOBSTRUCTED LOWERING IN A MINIMUM OF 4 INCHES DIRECTION APPROVED BY THE ENGINEER. PAINT POLE SAW CUT (TYP) WITH ALTERNATING BANDS 5' WIDE) OR AVIATION ORANGE AND WHITE. NATIVE V Vim, \ AB (6 INCHES MIN) BACKFILL ©v Q vv 100% RC- Z t95% RC �Qr7��a'\74 COQ �_ r Z __/ Z a �• — — Z - eco f1 PVC DUCT 3" 3" 3„ 3„ MIN MI SLURRY CLSM M! MIA1/2° SAND OR CLSM 1 1/2" MIN MIN PAVED AREAS UNPAVED AREAS NOTES: 1. SIMILAR FOR SINGLE OR TRIPLE DUCTS. FOUR WAY DUCTS OR LARGER SHALL BE STACKED 2 BY 2 OR 3 BY 3. 2. DUCT UNDER NEW PAVEMENT SHALL BE INSTALLED BEFORE THE PAVEMENT IS PLACED. PVC DUCT TRENCHING NO SCALE E805 06/08 HANDHOLE PULL BOX -SEE -31 2" PVC DUCT FLOOR LIGHT FOUNDATION -SEE F -31 2' -6 - FLOODLIGHT DETAIL NO SCALE M P102 06/08 AS% ?ry S ., < 2g A15 ON APPLY TACK COAT 6" COMPACTED 10, TO VERTICAL SURFACE NATIVE 95% RC TAXIWAY SHROUD HINGE PIN "VIKING PROTECTION IOTTOM ASSEMBLY HINGE SECTION DETAIL \7 v REvv V:' ,' '� (E) AB RECOMPACT EXISTING BITUMINOUS PRIME BASE UNDER NEW AC (COMPACTION PER TABLE 1 SEE SHEET C-100) NO SCALE #8 BARE COPPER COUNTERPOISE WIRE GROUND BUSHING im FINISHED GRADE I I TACH CAUTION SIGN DIRECTED BY FIELD GINEER. SEE NOTE. 00 4CH DETAIL NOTE: ATTACH CAUTION SIGN THAT STATES: "CAUTION: TO PREVENT DAMAGE TO THE POLE THE CHAIN AND/OR CABLE MUST BE KEPT TAUT WHEN RAISING OR LOWERING THE POLE". E401A 06/08 CV ADAPTER — CONDUIT 2 PVC 3" MIN 202A 06/08 GALVANIZED POLE GROUND LUG GALVANIZED FLASH COLLAR BASE PLATE TO MATCH POLE 2'-6" DIA. MIN. FLOODLIGHT FOUNDATION NO SCALE E40506/08 l ME -AD UNrMEAD & HUNT, INC. 133 Aviation Blvd., Suite 100 Santa Rosa, CA 95403 707.526.5010 fax: 707.526.9721 www.meadhunt.com V, FESS!giV W � �[ No. 30686 T Exp .3-31-10 tsjl CIV1�- @� q��cAU These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents. in addition, unauthorized reproduction of these documents , in part or as a whole, is prohibited. LL 0 e U ry ® Q ® Z W Z Q W Z !!LL W o y! 0 v WW W LL <C 0 W M W W w m REVISION 0- �O V AIP No.: 3-06-0323-15 M&H NO.: 02316-00-07002 DATE: APRIL 2010 DESIGNED BY: AS DRAWN BY: TDB CHECKEDBY: RDL DO NOT SCALE DRAWINGS SHEET CONTENTS MISCELLANEOUS DETAILS i LEVELING NUT FILL AREA UNDER _F PLATE WITH GROUT i �, SMOOTH TROWEL FINISH AKK EXPOSED SURFACES & TOOL PERIMETER 6 - #5 REBAR EQUALLY C SPACED t i i i L= ti. 4- 1 "x40" ANCHOR BOLTS 3 - #4 REBAR, HORIZ. TIES SPACED AT 12" O.C. 2' 3„ 'r MIN. 3" CLR 2'-6" DIA. MIN. FLOODLIGHT FOUNDATION NO SCALE E40506/08 l ME -AD UNrMEAD & HUNT, INC. 133 Aviation Blvd., Suite 100 Santa Rosa, CA 95403 707.526.5010 fax: 707.526.9721 www.meadhunt.com V, FESS!giV W � �[ No. 30686 T Exp .3-31-10 tsjl CIV1�- @� q��cAU These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents. in addition, unauthorized reproduction of these documents , in part or as a whole, is prohibited. LL 0 e U ry ® Q ® Z W Z Q W Z !!LL W o y! 0 v WW W LL <C 0 W M W W w m REVISION 0- �O V AIP No.: 3-06-0323-15 M&H NO.: 02316-00-07002 DATE: APRIL 2010 DESIGNED BY: AS DRAWN BY: TDB CHECKEDBY: RDL DO NOT SCALE DRAWINGS SHEET CONTENTS MISCELLANEOUS DETAILS D LQ r�) ISI a f r0 U) O d' W U) w w U) i z w CL 0 J w w 0 a 0 Z a U) 0 a a U 2 U w N O O O i O O i O r M N O x M LO 6 O r O N N co A TSA TSA TSA TSA f\ �SA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA -TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA TSA \� HUNIF \ ... . . ..... -- ---- . . ...... .. . . . ............. ------ TWY A It - - - 3 Vl ' - . ., - NT, INC. 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Mead &tPs rHosJ'hu eanc tltl shall hebiecuh sindemnified isfonr ot by client and held armless from all claims, mages, liabilities, losses, and expenses,TYPE III �q ading attorne s'fees and costs, arising out o f suc misuse or reuse of the L v h documents. In io adtl' unauthorized Jt n, reproduction of these i - - . _ . \ •,r- <, i �s - - doduments in art or as a whole is prohibited. ,m M' • v ' Ntt ' t , 3 .. � ( , . •r "- „ s, x r ..'"• .. � '. ,.ti •%�,- , 'r� : ; ... - _ .- ;� ° x,.f? , t t �';6 '',l ••., 1. r ,.. .. '- \ I . f .' .,' H• ,... , . n3 f _. _. ._ , �'j `moi �?r� - i� , ¢ [ f_.. - - //{ / T \ _ 't'ir•' ' / �'. � \ '. {'GY '�' - /1 I � r"' ' .r � .� O �' --'_. _,- I I l i€ ! I �t � � �> r .. .° R p ✓� k. }� Uf. "L,r % .% \ ( F'' Pit "J 3 � Cs i'+ ♦ I �` r r 6N 1- m I CB 2 ( , y to , i n , t ` F CB i9 E TYPE ICL t , k+tn' , s'a .. .... ,. .. .. � , a - . ,r � at. •.. , . , h.r; \ . < `'c"�;�;` %`''. 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O 3• ��; I : STORM DRAIN PLAN AS SHOWN EXISTING GROUND 380 - 380 i CB 1 TYPE II , 378 ; - - - 78 18" INV E=36' .65 CB 91TYPE III E II 3 = CB 4 TYPE II CS 7 TYPE III CB;B TYP 111 CB 10 TY E III CB:11 TY ! _ 18 INV W 369.2 CB -3 -TYPE. -Il Ii _.--------- _____-.-----.-____-_ _ _. _, __..._.-__-._.-_-----_. _ ____,_._ ....._ ._ - __ 30 INV N 66.90 CB 5 TYPE II _ _ __ _ _....----_---:.---..-.___..- _-._.-__ ___-- ,► - , „ I _ ' � _ -CBG-=T1�PE FN _......__:_.._....----___ _...-__...___..._..- _- __..._ ,..-...._. _ N_ - _ - - - - - - - - --- - - - - - 1$ INU W-371.21 _ „ 18 INV;NW-368.83 „ _' 24 1NV N=367.92 24" INV N 367.74 24 INV1U 67:51; 24";INV-N 367:29 3� INV N--367:10~ 30" INV SE 366.80 376 18: INV $=369. 2 18 IN N=369.15 _ 18 INV N=368.47 _ _ 18" IN SE=369.0 18" INV S=36$.37 - �!.41 76 i „ -367-64- 24 INV S-368.0 374 __ - ---- -- -- 374 f -- - - - t 1 372 - - t 37 CB 13 TYPE (V I - F I D ' 30 INV NW 366.71 ! S GRADE! t � --f_ 0 INV SE -361.99 3700 t f t I 37 -- ._... - ,., - SD -76.1-8117-18 _....- SD 161:06 LF -1 : 368 - o 160 - - __ SD .69 LF 18' YY' o „ HDP F, 68 I 3 HD E @ 0.14/0: „ SO o3.so L 18" ' S _ „ D1 0 .3 ,_,__-_. ___._. _ HDP 4 0 LF ' : � 5 /fl pE J-@ 1. of SD 103.81 LF 24 _ Lit - - - - - - - -- - - { D 0 7 ° HD 0.16% of{}4.- ...4,�,- :.. , 73 LF 30 - " .., 366 t�D�PE--@- € � i � PE � HDl�E x.08 o F o '10�� 000 0 HDP o 66 D SD 108. � 3 365 E @ 0.0 /o HDPE 0 10 /o 0 € 4 z 1 1 I € 365 00 O CD Co T- M�tV �O � d oa M t( � to 11 I` M 0� tl� Co t� c7 Cl) O{{ �tn O CV Oo to 6� d cY 00 CV�t� ti M d M Cfl t� !M tf) Ci0 co M td O d° d O N ��G� !t.- t� In ice- 1- to � ice• N N Jto Lf} M to M C� 1 - d; �QO e- M O �y r-1pp 10 O tt) Q- a0 r- ej- 1 r N d0 I� tp tt7 �N L() O �© M �- GO 00 d• t3) �'-jr N i"jM 10 O d t() t7I Jto tC� to � 0!r Ir- c+� tl- pp `-Ito }d• C.4 40 CD ch CM ch W I M ch O M d N M tet! ct eh d d M d M M et �f rtl ch M ch M ch - M ch M ch M ch M ch Cfl M t� M th N ch 00 N ch aD IN cYi ap M ci co M th M ch M ch to M ChM co ch �' N M� h N ch Ct M c+ti tri M cYi CL? M ch M r�I 1 Cil M th cfl M c CO M M N ch '0 `M C rjiM cYi N M CYjIM to ch co M ch to co th to N ai N N ti N MIM Mf M i M co M C��IM c��iM ctiiM i M c���M M�M C i M co M M�M C�� M c i M c� M cYi�M c�� M c�� M rrrs M co CO c� M t� i M M M cYi M t i M M M m C��i c 'M M M M M c i M M co��M MIM c> M ro M chi;M CMz'�`�cco M M c i�M MIM c) M M CO c i M co M 1+00 2+00 3+00 4+00 5+00 6+00 7+00-- - 8+00-- --- 9+00 10+00 11+00 STORM DRAIN R 1' Pfa a, : NOTE: FOR CB GRATE ELEVATIONS, STATIONS AND OFFSETS FROM STORM DRAIN CONSTRUCTION BASE LINE, SEE SHEET C-441 LO O 00 M �1M o N otA r r M 6 M C61N Ch N MjM M M i im M M )0 13+0 1 0 50 100 Scale: 1:50 0 5 16 of 22 V W Z <c `.. �, W zLI_ o U) W < W M--� W LL U) Ix W W cn u) ® < m REVISION C) AJP NO.: 3-06-0323-15 M&H NO.: 02316-00-07002 DATE: APRIL 2010 DESIGNED BY: AS DRAWN BY: TDB CHECKED BY: R D L DO NOT SCALE DRAWINGS SHEET CONTENTS STORM DRAIN PLAN AND PROFILE 16 of 22 Q W O O It U W Y U) W W Z W 0 w W 0 Q 0 0 Q U U W N < O ~O OO O d' O O O CO O O N N X o STORM DRAIN PIPE IN FORM ♦7f_\JA `Ld BOTTOM IN FIELD AS NECESSARY FRAME SI E NG )LE SME GLE ADDITIONAL T & G JOINT AS REQ. ip ON STRUCTURES 5 OVER 4' DEEP STORM DRAIN PIPE OUT UJ GROUT PIPE IN PLACE (TYP) CATCH BASIN NO SCALE HS -20 RATED GRATE 1 1.5' 1 112" 4 #4 REBAR 4' SECTION VIEW .., 'E OPENINGS CAST IN PER PLANS 6 D202 06/08 6" PCC COLLAR, 1.5' WIDE AROUND CB VALLEY GUTTER TRANSITION (OUT) Bi -SEE -501 3" 3" EXPANSION JOINT E. NOTE: 1. THE SIZE OF THE CATCH BASIN DEPENDS ON THE PIPES SIZES GOING IN AND OUT. VALLEY GUTTER APRO AT CATCH BASIN I NO SCALE D412 06/08 r-.-% — A 1 I-\lCl Af`DnC+CC IN (BEGINNING) VALLEY GUTTER TRANSITION NO SCALE D40411/01 Lf 1.5'± 3' OR 4'± 6'OR7' SEE NOTE 1. AT THE BEGINNING AND END OF I HE PCC VALLEY GUTTER, THE ELEVATIONS SHALL BE THE SAME LEVEL. in 1., 1-4 V V V V V 17 V NTOOLED CONTROL •179VVV JOINTS 17V \7 177 10'-0" O.C. MAX. 6" MIN. PCC ' 6" x 6" #10 WIRE MESH __/ _J 3" MIN. AGGREGATE BASE (95% RELATIVE COMPACTION) SUB GRADE COMPACTION PER TABLE C-100 CONCRETE VALLEY GUTTER NO SCALE WA_ TR MAIN D406 06/08 PROPERTY LINE RING '� ATE' X >�LAa�CEO C L Y?,FwA,RT L.A I7AL --90y- EL'�y$'OW 760 GATE VALVE MINIMUM PLAN VIEW FIRE DEPARnWENT ARPR'.OVEO HYDRANT ASS'E`MOL Y CLOW ,85O OR.SIMILAR WITH 4." OUTLET" 38 CONTROL JOINT - __ _._--.._._. _. i C. LG.EB. LID—SEE 8 BOTTOM OF FLANGE DETAIL, W 12. 37 45° BEVEL F"I1�fISh'E`I�' GLADE CORNER 10 T 372.44_._ ._.—_...----.__._..____. _.___ r____.— ___._�__ _.__- ___--- --3 76 12" INV 8=369.5 _--- - -374 6 S Ti) BUR Y REDWOOD sBLOCK r 2 Pt CES 370 CONCRETE RUSBLOCK T -- L=1 415 PER DETAIL "r9FINISH G DE .. 68 to a a _ _..;. _ �CB 13 TYPE , .� TG=371.94L�ih�GEt? GA o 366 VAL VE WITH RISER i 12" INV N=368.0 AND CAS. r (q d Us r !0 d I`�- a O �t Cfl �`" Ei? ti e-- CONCRETE` THRUST` BLOCK C6 CV �rj N CC,rj N ��rj CV M N Zvi M C6 ,4t N M N N N 'Etat' 13ET AIL W-2. P- r. r, (- r- I`�' r` ti r`;ti r- I` t,- 1l r` M M MIM co M co M calm co M ce) M M M crs M cOlcO PROFILE IG«. 9+p0 10+00 WATER RESOURCES DEPARTMENT 0 50 100 CITY OF BAKERSFIELD, CALIFORNIA Scale :1:50 FIFE HYDRANT A MBLY 12" STORM DRAIN PROFILE APPROVED: PST �� E W_ NO SCALE D412os/08 Iv AArER iM-4 -t.R .€ ES�OU1 0,ES n PAR;° E . DATiz REV, 1---9-09 F FIRE HYDRANT ASSEMBLY N® SCALE D412 06J08 ID -9- 4UNT;' MEAD & HUNT, INC. 133 Aviation Blvd., Suite 100 Santa Rosa, CA 95403 707.526.5010 fax: 707.526.9721 www.meadhunt.com �O'&pFESSIpHq< ti LU m as o.30686 Exp. 3-31-10 GIV11- P q�0,PC These documents shall not be used for any purpose or project for which it is not intended.Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents , in part or as a whole, is prohibited. 0 CL L.L. Q o W Ucro LL4 Z _. j—z LL U W o Cn W I U W W > u) SMC ® w W W U) 0 m REVISION V V AIP NO.: 3-06-0323-15 M&H NO.: 02316-00-07002 DATE: APRIL 2010 DESIGNED BY: AS DRAWN BY: TDB CHECKED BY: RDL DO NOT SCALE DRAWINGS SHEET CONTENTS STORM DRAIN DETAILS R M, d -- - --- All RUNWAY 16 - 34A. VAR? ... . . ...... GOwN. -00 I , MEN ____ TSA TSA --------- --- TSA STA 1+62.37 OFF -455.59,33A T` N 2305891.4152 E 6264239.9545 ..... . ......... STA 2+21.72 OFF -415.89' N 2305832.4218 E 6264199.7113 STA 2+21.81 OFF -406.72' N 2305832 4218 E 6264190.5427 -7-7 X STA 2+71.72 f 1 OFF -415.51' fes -"N fl N 2305782.4303 E 6264198.8802 4'-� J 1,I STA 2+49.85 OFF -514.18' N 2305803.4057 E 6264297.7420 TSA -ITSA 9' 42.6' 2.6 TSA TSA A INSTALL PCC TIEDOWN !AN CHORS AND MARKINGS A"C i I SEE -67 SEE -67 6,191 INSTALL RETROREFLECTIVE MARKERS -SEE _67 TSA TSA TSA _------TSA TSA . ...... TAXIWAY A TSA ______TSA STA 4+38.50 OFF -431.46' N 2305615.5147 E 6264213.3031 STA 3+38.50 OFF -422.01' N 2305715.5968 E 6264204.7676 6" WIDE YELLOW TAXILANE CENTERLINE STRIPING STA 3+88.50 "k -38.44# 00 N 2305669.0995-------_, E'6263820.7599 '0 2+003 +00 4-- 4+00 5+00 61 1A STA 41+26.60 OFF 240.00' N 2304882.1746 F 6264411 QQr%Q STA 42+11.98 OFF 240.00' N,2304797. x.04_9'_"'� E 6264446909SA TSA TSA TSA ............. !'_ I. -- "--*-----'---'-'---"---'--..-�.-_��".- TSA A TSA 114 . .... .... TSA ek C-, , - TSA TSA .. .......... .. ................ ST 11+79 Al TSA 6" WIDE YELLOW OFF -606.29' TAXILANE CENTERLINE _M__..-..--...._...._----.__.___-__.__..._.._. _... __..._,_ � __......� STRIPING . .......---------- STRIPING ------ 92.6� TSA SA TSA TSA TSA X -C, 9tw a, 'r;fi'A_.. _MWA6" - W 0,1Mv 'ML < STA 6+45.50 OFF -451.02' N 2305408.3448 E 6264230.9715 STA 5+45.50 OFF -441.57' N 2305508.4269 E 6264222.4360 STA 8+52.50 OFF -470.57' N 2305201.1749 E 6264248.6399 STA 7+52.50 OFF -461.13' N 2305301.2570 E 6264240.1044 STA 11+74-96 OFF -581.40' STA 10+59.50 OFF -490.13' N 2304994.0051 E 6264266,3083 STA 9+59.50 OFF -480.68' N 2305094.0871 E 6264257.7728 ... ....... . ........ T� A Rg TSA SA TSA STA 11+86.44,_-__,_.,_' TA42+11.98 OFF 282.5' f'OFF -595.04 N 2304793.4934 - ------ E 6264376.2447 ........ ... STA 41+26.60 OFF 282.50' N 2304878.5631 E 6264368.9897 STA 11+66.50 OFF -500.24' N 2304886.9172 E 6264275.4413 --------------- APS 'R R". 6" WIDE YELLOW g", 01 TAXILANE CENTERLINE m PRa. STRIPING 6" WIDE YELLOW 6" WIDE YELLOW I i .0V TAXILANE CENTERLINE TAXILANE CENTERLINE STRIPING STRIPING -SEE 0 60 120 �Sca�lel:6�0� 514 0 AN -STA 5+95.50 r:xg' �_a STA 12+16.50 w% OFF -18.04' "llp'm OFF -47.11' STA 8+02.50 R". f'T STA 10+09.50 N 2305462.2943 il-111,101 1011' -18.04' N 2304841.0546 OFF OFF -27-54' E 6263798.4718 N 2305255.3029 k, E 6263821.8753 N 2305048.2233 ....... . . . . . . .E 6263796.5826 E 6263804.1955 ----------- - - - ------ +21.3-7, 3+00 13 STRIPING LAYOUT - ----------- BASELINE Y < PAVEMENT MARKING PLAN SCALE AS SHOWN /0.9 - 1a M BkD ., J UNff MEAD & HUNT, INC. 133 Aviation Blvd., Suite 100 Santa Rosa, CA 95403 707.526.5010 fax: 707.526.9721 www.meadhunt.com N 00FIESS10, . -4 40 < No. 30686 Exp. 3-31-10 -1k OF These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys fees and costs, arising out of such misuse or reuse of the documents. in addition, unauthorized reproduction of these documents, in part or as a whole, is prohibited. A. M400 LL. 0 0+00 CL 0 z CL < 0- Z 00 LU 4'-� J 1,I STA 2+49.85 OFF -514.18' N 2305803.4057 E 6264297.7420 TSA -ITSA 9' 42.6' 2.6 TSA TSA A INSTALL PCC TIEDOWN !AN CHORS AND MARKINGS A"C i I SEE -67 SEE -67 6,191 INSTALL RETROREFLECTIVE MARKERS -SEE _67 TSA TSA TSA _------TSA TSA . ...... TAXIWAY A TSA ______TSA STA 4+38.50 OFF -431.46' N 2305615.5147 E 6264213.3031 STA 3+38.50 OFF -422.01' N 2305715.5968 E 6264204.7676 6" WIDE YELLOW TAXILANE CENTERLINE STRIPING STA 3+88.50 "k -38.44# 00 N 2305669.0995-------_, E'6263820.7599 '0 2+003 +00 4-- 4+00 5+00 61 1A STA 41+26.60 OFF 240.00' N 2304882.1746 F 6264411 QQr%Q STA 42+11.98 OFF 240.00' N,2304797. x.04_9'_"'� E 6264446909SA TSA TSA TSA ............. !'_ I. -- "--*-----'---'-'---"---'--..-�.-_��".- TSA A TSA 114 . .... .... TSA ek C-, , - TSA TSA .. .......... .. ................ ST 11+79 Al TSA 6" WIDE YELLOW OFF -606.29' TAXILANE CENTERLINE _M__..-..--...._...._----.__.___-__.__..._.._. _... __..._,_ � __......� STRIPING . .......---------- STRIPING ------ 92.6� TSA SA TSA TSA TSA X -C, 9tw a, 'r;fi'A_.. _MWA6" - W 0,1Mv 'ML < STA 6+45.50 OFF -451.02' N 2305408.3448 E 6264230.9715 STA 5+45.50 OFF -441.57' N 2305508.4269 E 6264222.4360 STA 8+52.50 OFF -470.57' N 2305201.1749 E 6264248.6399 STA 7+52.50 OFF -461.13' N 2305301.2570 E 6264240.1044 STA 11+74-96 OFF -581.40' STA 10+59.50 OFF -490.13' N 2304994.0051 E 6264266,3083 STA 9+59.50 OFF -480.68' N 2305094.0871 E 6264257.7728 ... ....... . ........ T� A Rg TSA SA TSA STA 11+86.44,_-__,_.,_' TA42+11.98 OFF 282.5' f'OFF -595.04 N 2304793.4934 - ------ E 6264376.2447 ........ ... STA 41+26.60 OFF 282.50' N 2304878.5631 E 6264368.9897 STA 11+66.50 OFF -500.24' N 2304886.9172 E 6264275.4413 --------------- APS 'R R". 6" WIDE YELLOW g", 01 TAXILANE CENTERLINE m PRa. STRIPING 6" WIDE YELLOW 6" WIDE YELLOW I i .0V TAXILANE CENTERLINE TAXILANE CENTERLINE STRIPING STRIPING -SEE 0 60 120 �Sca�lel:6�0� 514 0 AN -STA 5+95.50 r:xg' �_a STA 12+16.50 w% OFF -18.04' "llp'm OFF -47.11' STA 8+02.50 R". f'T STA 10+09.50 N 2305462.2943 il-111,101 1011' -18.04' N 2304841.0546 OFF OFF -27-54' E 6263798.4718 N 2305255.3029 k, E 6263821.8753 N 2305048.2233 ....... . . . . . . .E 6263796.5826 E 6263804.1955 ----------- - - - ------ +21.3-7, 3+00 13 STRIPING LAYOUT - ----------- BASELINE Y < PAVEMENT MARKING PLAN SCALE AS SHOWN /0.9 - 1a M BkD ., J UNff MEAD & HUNT, INC. 133 Aviation Blvd., Suite 100 Santa Rosa, CA 95403 707.526.5010 fax: 707.526.9721 www.meadhunt.com N 00FIESS10, . -4 40 < No. 30686 Exp. 3-31-10 -1k OF These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys fees and costs, arising out of such misuse or reuse of the documents. in addition, unauthorized reproduction of these documents, in part or as a whole, is prohibited. 18 of 22 C-651 M400 LL. 0 CL CL < ww Z < W < (D C) Z .J r W < U. LL! U) z X 0LL U) w 0 < 0 LLJ :E W r) J w LL < 0 w w A-40% UJ C/) co REVISION /IQ k AIPNO,: 3-06-0323-15 M&H NO.: 02316-00-07002 DATE: APRIL 2010 DESIGNED BY: DRAWN BY: AS TDB CHECKED BY: RDL 0 NOT SCALE DRAWINGS SHEET CONTENTS PAVEMENT MARKING PLAN 18 of 22 C-651 U) Z Z LO cfl C) U) w W r S9 0 n Z W 2 CL 0 -i W W cl w Z S W Q 0 w < C� c) LO I,- U) C:) Lii C) O CU p (Y) C\l C) X co 375 370 365 375 370 365 33+50.00 33+,Q0.00 WI 32+50.00 375 370 365 K:t 375 370 365 375 370 365 375 370 365 375 365 1 f , i ; s t r 4 i i i t e _ ! 1 : t i i ; ! f i ; ! € < , t i t + , 1 , i , , i 4 r , , , __�__�_�_ , , r , , ( E I f , t I : , u _ < , i 1 Vii- 1 F t , a , , t �4 F i , € ; f • : , , i , : , { e i r : I � : 1 f f r , 1 ; E , i _.F._ i , ' f ..E.. t i: ! i I , ! 1 , i i i , : t 4 -75 -50 -25 i , _f.. .w +25 +50 +75 +100 +125 +1 36+00,00 4 35+50.00 1 4 , e , i i t } , j i i , : S s i t -�- , � i ...w ,._ �,......:._,.. .: i I s } 1 ` F i I i r t 1 = i _ , ; ; ( t i i i t i + � } `s t t i , 1 z e i t i i `r } 1 F , , , i: ! i 1 , ! 1 , i i i , : t 4 f r . : + , ! -t, f i , _f.. .w _ ' t -F_ 1 f i_- ; ; 1� ! £ , : , s s : , ' i — t -75 -50 -25 +25 +50 +75 +100 +125 +1 t • ._.._.__ _a _----- -75 -50 -25 35+50.00 it +t f , 3 , f • i , i r t • = i y ; , i .. ..ice. __.v-.. 1 1 r : - t + • y _..M.,,...___.__.._..q.. ........ i , t— S , # -�- , � i ...w ,._ �,......:._,.. .: i I s }� , 1 7 _ it F F + I i } , f Y I t i _ r ; i ( t i i i t i + � ; W i i , 1 z e i f t � I ! 1 F , i t" + r ! • , r ^ t 1� t , t e f ' ; r I j( e f E t • :F _ -75 -50 -25 +25 +50 +75 +100 I +1125 +1 I -75 -50 -25 +25 +50 +75 . i t i ; t i , _ : f c i + : • f i t , y { s ; j i t 4 i 2 E t . f } i � 1 , : : I f _ R ! i _ r ; t i W i i , i z e i s , : t , t ` t t , t e ' ; r I t } e f E t :F _ r = r.�.j...�..e_.�.�.,..�__. I -75 -50 -25 +25 +50 +75 +100 +125 +1 (` 34+50.00 50 50 iEl , 1 4 } t , t c t 4L } t f : i : I „ , t , i ; i t f , • I ' : , r , } , • , ; : , r t 4 ; } I F : I : : i � z { I ; } ; • -t-,.y_�% +,,..,.ms.µ eµ _ I , + f s , t r 1 4 , ^! , „ i _ z.._ -75 -50 -25 +25 +50 +75 +100 +125 +1�0 34+00.00 X 370 365 3, 370 365 375 370 365 375 370 365 38+00.00 37+50.00 37+00.00 G: STA 32 + 50 TO STA 33 + 50 "`" v 30 60 AP{�N E�G� TAie��nrAv C�OJS SEGTIOiVS Scale: 1:30 s �'S MEAD & HUNT, INC. 133 Aviation Blvd., Suite 100 Santa Rosa, CA 95403 707.526.5010 fax: 707.526.9721 mm.meadhunt.com ESS/Q�N 2 w m No.30686 Exp. 3-31-10 ClV1�- P Q�opcAti These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, includingattorne s' fees y and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents , in part or as a whole, is prohibited. 0 �n i.L Q a W Z V Z W z LL U) o W LL (�U W W W U) W LLJ W ® m REVISION —�_ C O C 4�Z" V AIP No.: 3-06-0323-15 M&H NO.: 02316-00-07002 DATE: APRIL 2010 DESIGNED BY AS S�+ DRAWN BY: TDB CHECKED BY: RDL DO NOT SCALE DRAWINGS SHEET CONTENTS APRON EDGE TAXIWAY CROSS SECTIONS STA 32+50 TO STA 38+50 3' 370 365 375 WC 365 3' 370 365 375 370 365 375 365 41+00.00 40+50.00 50 40+00.00 q UJ LLJ >7 Z -< 0 3t (X FINISH GRADE —\ C�1� '-7 7 J�. J J.. . .J- ISTING G 0 U- � N b . . .... . . .. . ..... . ..... - - - - - - 7 17 . . . . . . . . 4 ------ ----- . . . . . . . . . . . T -75 -50 5 5 -50 5 +50 +75 +100 +125 +1 +1100 j +125 +1 ..... .. .... J J j ---------- --- .. ..... ... -75 -50 -25 +25 +50 +75 +100 +125 +1 jj 40+50.00 50 40+00.00 q UJ LLJ >7 Z -< 0 3t (X FINISH GRADE —\ C�1� 39+50.00 375 370 365 375 370 365 375 370 365 -75 42+00.00 +75 +100 +125 +160 —T--- 7-T T 4, 7 L L f 4. . ..... J, L r -175 -Ibu -25 +25 +50 +to +100 +125 +150 41+89.36 '-7 7 J�. J J.. . .J- ISTING G 0 U- � N b . . .... . . .. . ..... . ..... - - - - - - . ... ... . . . . . . . . 4 ------ ----- . . . . . . . . . . . -75 -50 5 5 -50 5 +50 +75 +100 +125 +1 39+50.00 375 370 365 375 370 365 375 370 365 -75 42+00.00 +75 +100 +125 +160 —T--- 7-T T 4, 7 L L f 4. . ..... J, L r -175 -Ibu -25 +25 +50 +to +100 +125 +150 41+89.36 41+75.00 UJ Ci UJ >- Z 01 M FINISH GRADE CL 375 i i T • E=,m C. I T NG P.IOUND` 370 7 4 jf 365 so -75 50 -25 I +25 +50 +75 +100 +125 +1 3 370 365 41+50.00 0 30 60 Scale: 1:30 41+26.60 STA 39 + 00 TO STA 42 + 00 APRON EDGE TAXIWAY CROSS SECTIONS i 0-1-1 1 n=61 Y" M EA - 1- D JNff MEAD & HUNT, INC. 133 Aviation Blvd., Suite 100 Santa Rosa, CA 95403 707.526.5010 fax: 707.526.9721 www.meadhunt.com ,-ev%pEft/% a. Ato No. 30686 E xp, xp. 3-31-10 OFCA These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorizedreproduction of these documents , in part or as a whole, is prohibited. F- 0� 0 .J n < W < r) Z W Z W z H U) ow (1) W n 0 W. W W > LL U) W 0 W LIJ �e W C) 0<0 REVISION Si AIP NO•: 3-06-0323-15 M&H NO.: 02316-00-07002 DATE: APRIL 2010 DESIGNED BY: AS DRAWN BY: TDB CHECKEDi3y: RDL DO NOT SCALE DRAWINGS SHEET CONTENTS APRON EDGE TAXIWAY CROSS SECTIONS STA 39+00 TO 42+00 . . .......... J�. .... .. ...... 5 -50 -25 +50 +75 +1100 j +125 +1 41+75.00 UJ Ci UJ >- Z 01 M FINISH GRADE CL 375 i i T • E=,m C. I T NG P.IOUND` 370 7 4 jf 365 so -75 50 -25 I +25 +50 +75 +100 +125 +1 3 370 365 41+50.00 0 30 60 Scale: 1:30 41+26.60 STA 39 + 00 TO STA 42 + 00 APRON EDGE TAXIWAY CROSS SECTIONS i 0-1-1 1 n=61 Y" M EA - 1- D JNff MEAD & HUNT, INC. 133 Aviation Blvd., Suite 100 Santa Rosa, CA 95403 707.526.5010 fax: 707.526.9721 www.meadhunt.com ,-ev%pEft/% a. Ato No. 30686 E xp, xp. 3-31-10 OFCA These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorizedreproduction of these documents , in part or as a whole, is prohibited. F- 0� 0 .J n < W < r) Z W Z W z H U) ow (1) W n 0 W. W W > LL U) W 0 W LIJ �e W C) 0<0 REVISION Si AIP NO•: 3-06-0323-15 M&H NO.: 02316-00-07002 DATE: APRIL 2010 DESIGNED BY: AS DRAWN BY: TDB CHECKEDi3y: RDL DO NOT SCALE DRAWINGS SHEET CONTENTS APRON EDGE TAXIWAY CROSS SECTIONS STA 39+00 TO 42+00 :1 375 370 375 370 375 370 1+00.00 `r j r I t 3 7 w : , --. - , , , i ,L11 I ; I I P�ORO ED N VALLE -r , , 3 a � E' r J AX N 3_. y SU RF CE' '� s.. GUT=rE� . '-u S� _ Tl0,1V t r _ .. - , , ` 3 , : , ,i EXIST; IG i ' 2 SURPA E , , , .......... 1 t -300 -275 -250 -225 -200 -175 -150 -125 -100 -75 -50 -25 0 25 50 75 100 3+75.00 :1 375 370 1+00.00 q M 375 370 M1 375 370 3+75.00 i 1 375 370 A L IvIn"t I" MEAD & HUNT, INC. 133 Aviation Blvd., Suite 100 Santa Rosa, CA 95403 707.526.5010 fax: 707.526.9721 www.meadhunt.com 2+25.00 1010111 ss�oHQ No. 30686 , EXP- 3-31-10 sjq TAXI LANE #1 �0FCA10 SCALE 111=30' lT These documents shall not be used for an purpose or project for which i ' t YPrP P 1 !Gi tis no intended. Mead & Hunt shall be indemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including aftomeys' fees and costs, arising out of such misuse or reuse of the documents. in addition, unauthorized reproduction of these documents , in part or as a whole, is prohibited. (; (; ct L L n 0 H 111=61 0 30 60 Scale: 1:30 1+00.00 1 M 375 370 TAXI LANE #3 SCALE 1 "=30' 1 "=6' 0 30 60 Scale: 1:30 M 375 370 n. 2+25.00 0-U 111=61 0 30 60 3+75.00 Scale: 1:30 PROJECT SITE CROSS SECTIONS SCALE 1"=30' SCALE 1"=30' /6-9 -/;L 0 AIP No: 3-06-0323-15 M&H NO.: 02316-00-07002 DATE: APRIL /2-010 DESIGNED BY: AS/TET ET DRAWN BY: TDB CHECKED BY: J L DO NOT SCALE DRAWINGS SHEET CONTENTS TAXILANES CROSS SECTIONS 22 of 22 Z <k elf C) Z UJ z L1.! Q � LJL U) 2E o UL -J U -E U JJ LLJ_ LL ® UJ U �o L ® � m A i t L, _ _ _ REVISION 0-U 111=61 0 30 60 3+75.00 Scale: 1:30 PROJECT SITE CROSS SECTIONS SCALE 1"=30' SCALE 1"=30' /6-9 -/;L 0 AIP No: 3-06-0323-15 M&H NO.: 02316-00-07002 DATE: APRIL /2-010 DESIGNED BY: AS/TET ET DRAWN BY: TDB CHECKED BY: J L DO NOT SCALE DRAWINGS SHEET CONTENTS TAXILANES CROSS SECTIONS 22 of 22