The URL can be used to link to this page

Home My WebLink About10.9-124I w W rn qJ LL w Z w O Z 0 s U_ U W 0� O N �CO 0 LO co N N � O N X co CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT NORTHEAST HANGAR TAXILANE PAVEMENT NO TE.° THE CON TRA C TOR MUST POSSESS THE FOLL 0 WING VALID LICENSES. ° CL.1 SS A NO TE.• THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE AT 811, 48 HOURS PRIOR TO EXCA VA TION. Ail CITY PROJECT NO. P5K203 A.I.P. PROJECT NO. 3- 06- 0323 -19 PROJECT DESCRIPTION • FULL PAVEMENT RECONSTRUCTION • PAVEMENT PULVERIZATION AND RECYCLING • UNCLASSIFIED EXCAVATION • SLURRY SEAL • DRAINAGE INLET AND PIPE CONSTRUCTION • PAVEMENT MARKING LOCATION MAP 10TARY_111111YO 0 30 60 Scale in Miles BAKERSFIELD 119 TAFT 36 58 166 BAKERSFIEL MUNICIPAL 33 AIRPOR T GORMAN. 138 CITY STANDARDS BAKERSFIELD SUBDIVISION AND ENGINEERING DESIGN MANUAL LA TEST EDITION STATE STANDARDS 2010 FAA AC 1 5015370 -10G STD. FOR SPEC. CONS T OF A /P. \ Los 126 : NEWHALL MOJA VE LANCASTER County 1I,AFPFPF?C)VHE)l BY= NICOLAS FIDLER, R.C.E. 61069, EXPIRES 12 -31 -16 DATE PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: e- _ sz _ 4,1Z -?1eP i ASSISTANT PUBLIC WORKS DIRECTOR DATE 6 21 Zots- CIVIC. EN6iN 6E9 11t— SiWV 61V6i/IIEEki^1G - Ce 2i / PUBLIC WORKS OP ATIONS MANAGER /AIRPORT MANAGER DATE ,.Mead kki 14. u n Mead & Hunt, Inc. 133 Aviation Boulevard, Suite 100 Santa Rosa, CA 95403 phone: 707 - 526 -5010 meadhunt.com Q�OFESS /pN� w C 67251 4p. 9 -30 -16 { VqT CIV1� /��' FCF CAl \F�� 6/16/15 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 attomeys' 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. VICINITY MAP 58 � U7 Z 9s Q _ W W 13 O 204 V Q Burndage Ln. CL 58 W Q Z I Q J Ming A ve. °o � 0 3 rLL. v _o a / N Q Watts Dr. v East Planz RV. W C� East White Ave. ai Z Z Q BAKERSFIELD 2 O o MUNICIPAL AIRPORT Q Z � O W 99 Q 0 � = Panama Ln. U 0 Z0 W 0 1 2 Scale in Miles NO TE.° THE CON TRA C TOR MUST POSSESS THE FOLL 0 WING VALID LICENSES. ° CL.1 SS A NO TE.• THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE AT 811, 48 HOURS PRIOR TO EXCA VA TION. Ail CITY PROJECT NO. P5K203 A.I.P. PROJECT NO. 3- 06- 0323 -19 PROJECT DESCRIPTION • FULL PAVEMENT RECONSTRUCTION • PAVEMENT PULVERIZATION AND RECYCLING • UNCLASSIFIED EXCAVATION • SLURRY SEAL • DRAINAGE INLET AND PIPE CONSTRUCTION • PAVEMENT MARKING LOCATION MAP 10TARY_111111YO 0 30 60 Scale in Miles BAKERSFIELD 119 TAFT 36 58 166 BAKERSFIEL MUNICIPAL 33 AIRPOR T GORMAN. 138 CITY STANDARDS BAKERSFIELD SUBDIVISION AND ENGINEERING DESIGN MANUAL LA TEST EDITION STATE STANDARDS 2010 FAA AC 1 5015370 -10G STD. FOR SPEC. CONS T OF A /P. \ Los 126 : NEWHALL MOJA VE LANCASTER County 1I,AFPFPF?C)VHE)l BY= NICOLAS FIDLER, R.C.E. 61069, EXPIRES 12 -31 -16 DATE PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: e- _ sz _ 4,1Z -?1eP i ASSISTANT PUBLIC WORKS DIRECTOR DATE 6 21 Zots- CIVIC. EN6iN 6E9 11t— SiWV 61V6i/IIEEki^1G - Ce 2i / PUBLIC WORKS OP ATIONS MANAGER /AIRPORT MANAGER DATE ,.Mead kki 14. u n Mead & Hunt, Inc. 133 Aviation Boulevard, Suite 100 Santa Rosa, CA 95403 phone: 707 - 526 -5010 meadhunt.com Q�OFESS /pN� w C 67251 4p. 9 -30 -16 { VqT CIV1� /��' FCF CAl \F�� 6/16/15 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 attomeys' 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. AIP NO.: 3 -06- 0323 -19 M &H NO.: 02316 -00- 140954.01 DATE: JUNE 2+015 DESIGNED BY: BCS DRAWN BY: TDB CHECKED BY: MSA DO NOT SCALE DRAWINGS SHEET CONTENTS COVER SHEET 1 of 14 G -001 Z W W Q CL W Q Z I Q J W � rLL. v / N Q W C� Z Z 2 O J Q Z � O W Q J w LL � = w U 0 Z0 W Y m REVISION AIP NO.: 3 -06- 0323 -19 M &H NO.: 02316 -00- 140954.01 DATE: JUNE 2+015 DESIGNED BY: BCS DRAWN BY: TDB CHECKED BY: MSA DO NOT SCALE DRAWINGS SHEET CONTENTS COVER SHEET 1 of 14 G -001 0 W W J W Z W c� O c� U 0 Z 0 0 U i U W o2: -4a U�' cr) 0 M co �oa N N 9N X0 INDEX OF DRAWINGS Sheet Drawing DRAWING 1 LEGEND COVER SHEET EXISTING PROPOSED INDEX LEGEND AND ABBREVIATIONS EXISTING PROPOSED AC PAVEMENT 4 G -081 REFLECTORS PAPI WATER WATER VALVE A W N/A N/A N/A 6 PCC PAVEMENT — I 7 a. PLAN & LOG OF SOIL BORINGS AGGREGATE BASE l -- --- EROSION CONTROL PLAN AND DETAILS 9 - SLURRY SEAL--- _____— _.___....__._ C -101 STORM DRAIN PLAN & PROFILE ELEVATION X1 00.00 100.00 X IRRIGATION LINE iRR N/A BENCHMARK C -651 + FIRE HYDRANT C -901 N/A MONUMENT try STRAIGHT GRADE SANITARY SEWER SS N/A TOPOGRAPHIC CONTOUR SH SIM N/A CLEAN OUT STORM DRAIN CATCH BASIN MANHOLE FLOW LINE RUNWAY OBJECT FREE AREA TAXIWAY OBJECT FREE AREA OBSTACLE FREE ZONE RUNWAY SAFETY AREA 0 SD ROFA TOFA OFZ — RSA N/A SD CB B N/A ROFA TOFA OFZ RSA APPROXIMATE DAYLIGHT N/A N/A PROPERTY — — — — N/A FENCE FNC N/A GATE x x N/A BUILDING U'= N/A N/A ELECTRIC E DIRECT BURIED CABLE DB DB N/A PULL BOX DIA or 0 DIAMETER (E) EXISTING N/A SIGN moat N/A TAXIWAY SAFETY AREA TSA TSA BARRICADE N/A TOP OF GRATE EC WARNING IF THE SCALE BAR AT RIGHT DOES NOT MEASURE 1.0 INCH, THEN THIS PLAN 0 1.0" SET IS NOT PRINTED FULL SCALE SILT FENCE N/A �, �, �, �,. TAXILANE AC PAVEMENT JOIN N/A PC POINT OF CURVATURE PAVEMENT REMOVAL N/A EL ELEVATION PCC PORTLAND CEMENT CONCRETE TSA INDEX OF DRAWINGS Sheet Drawing Title 1 G -001 COVER SHEET 2 G -002 INDEX LEGEND AND ABBREVIATIONS 3 G -021 PROJECT LAYOUT PLAN 4 G -081 CONSTRUCTION SAFETY AND PHASING PLAN - PHASE 1 5 G -082 CONSTRUCTION SAFETY AND PHASING PLAN - PHASES 2 & 3 6 G -083 CONSTRUCTION SAFETY AND PHASING PLAN - PHASES 4 & 5 7 B -051 PLAN & LOG OF SOIL BORINGS 8 C -021 EROSION CONTROL PLAN AND DETAILS 9 C -051 DEMOLITION PLAN AND DETAILS 10 C -101 STORM DRAIN PLAN & PROFILE 11 C -102 PAVING AND DRAINAGE DETAILS 12 C -201 PLAN AND PROFILE PHASE 1 13 C -651 MARKING PLAN 14 C -901 CROSS SECTIONS Mead un Mead & Hunt, Inc. 133 Aviation Boulevard, Suite 100 Santa Rosa, CA 95403 phone: 707 - 526 -5010 meadhunt.com e"?,OC SSS Nq CO LU C 67251 J�cp.9 -30 -16 f, CIVIC /��' gTFCFCA�FO' 6/16/15 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 attomeys' 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— ABBREVIATIONS z AB AIDA AGGREGATE BASE AIRCRAFT OPERATIONS AREA G GAS LINE RCP REINFORCED CONCRETE PIPE AC ASPHALT CONCRETE GALV GB GALVANIZED GRADE BREAK REQ REQUIRED ASB AGGREGATE SUB -BASE GS GROUND SHOT RP RWA RADIUS POINT RESTRICTED WORK AREA AWG AMERICAN WIRE GAUGE HMA HOT MIX ASPHALT RWY RUNWAY BC BEGINNING OF CURVE HORIZ HORIZONTAL SD STORM DRAIN BLDG BM BUILDING BENCHMARK HP HIGH POINT SDMH STORM DRAIN MANHOLE BVC BEGIN VERTICAL CURVE IE L INVERT ELEVATION SG STRAIGHT GRADE CL CENTERLINE LF LENGTH LINEAL FEET SH SIM SHOULDER SIMILAR CLF CHAIN LINK FENCE MAX MAXIMUM SS SANITARY SEWER CB CMP CATCH BASIN CORRUGATED METAL PIPE MID MID POINT SSMH SANITARY SEWER MANHOLE DB DIRECT BURIAL MIN MIRL MINIMUM MEDIUM INTENSITY RUNWAY LIGHTING STA STD STATION STANDARD DI DROP INLET MITL MEDIUM INTENSITY TAXIWAY LIGHTING T TELEPHONE LINE DIA or 0 DIAMETER (E) EXISTING (N) NEW TIC TOP OF CURB OR CONCRETE E ELECTRICAL LINE NIC NOT IN CONTRACT TG TOP OF GRATE EC END OF CURVE OC PB ON CENTER PULLBOX T/L TAXILANE EG EXISTING GRADE (OR GROUND) PC POINT OF CURVATURE TOE TOP TOE OF BANK TOP OF BANK EL ELEVATION PCC PORTLAND CEMENT CONCRETE TSA TAXIWAY SAFETY AREA EP EDGE OF PAVEMENT PI POINT OF INTERSECTION TWY TAXIWAY EVC END VERTICAL CURVE PIP PROTECT IN PLACE TYP TYPICAL FAA FEDERAL AVIATION ADMINISTRATION PRC POINT OF REVERSE CURVATURE UD UNDERDRAIN FBO FIXED BASE OPERATOR PT POINT OF TANGENCY USA UNDERGROUND SERVICE ALERT FF FINISH FLOOR PVC POLY -VINYL CHLORIDE VERT VERTICAL FG FINISH GRADE PVI POINT OF VERTICAL INTERSECTION VG VALLEY GUTTER FH FIRE HYDRANT R RADIUS W WATER LINE FL FLOW LINE RAP RECYCLED ASPHALT PAVEMENT W/ WITH FR FLUSHING RISER R &R REMOVE & REPLACE W/O WITHOUT F FUTURE RC RELATIVE COMPACTION WV WATER VALVE WWM WELDED WIRE MESH Mead un Mead & Hunt, Inc. 133 Aviation Boulevard, Suite 100 Santa Rosa, CA 95403 phone: 707 - 526 -5010 meadhunt.com e"?,OC SSS Nq CO LU C 67251 J�cp.9 -30 -16 f, CIVIC /��' gTFCFCA�FO' 6/16/15 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 attomeys' 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 -19 M &H NO.: 02316 -00- 140954.01 DATE: JUNE 2+015 DESIGNED BY: BCS DRAWN BY: TD13 CHECKED BY: MSA DO NOT SCALE DRAWINGS SHEET CONTENTS INDEX LEGEND AND ABBREVIATIONS 2 of 14 G -002 /P.17- laY f— z W 2 W Q W pz J Q W =� L.L vJ Q W CD W se z QO Z _0- Q a F— a LL Q U p W _I = m Q � w Uz0 O W w Y m REVISION AIP NO.: 3 -06- 0323 -19 M &H NO.: 02316 -00- 140954.01 DATE: JUNE 2+015 DESIGNED BY: BCS DRAWN BY: TD13 CHECKED BY: MSA DO NOT SCALE DRAWINGS SHEET CONTENTS INDEX LEGEND AND ABBREVIATIONS 2 of 14 G -002 /P.17- laY �'I 0 Uj W W z: U) W z W (D I OC) I cf) C6 ,o Lo CID CONTRACTOR ACCESS ROUTE LD Li J MADISON AVE. i SURVEY MONUMENTS NORTHING EASTING ELEVATION DESCRIPTION 1 2306070.0164 6262462.0567 378.566 PKNAIL 100 2308017.8647 6264384.7809 377.600 PKNAIL 101 1 2304032.4590 1 6264724.6747 371.662 1 PKNAIL DATUM: HORIZONTAL: NAD83 VERTICAL: NAVID 88 STATE PLANE COORDINATE SYSTEM -0- ROFA ---- � ROFA —` ROFA ROFA ROFA --� ROFA --� ROFA --- ROFA ---- ROFA 101 RSA RSA RSA RSA �J RSA A SA IRS RSA RSA RSA RSA A RSA --'0111 S A A -n RSA A RSA IRS 0 RSA #SA RSA SA ROFA �� 0 0 o UUY AVE. 0 L I --] D NOTES: Ei f! F -TTI K, L I E RUNWAY SAFETY AREA RUNWAY OBJECT FREE AREA TAXIWAY OBJECT FREE AREA TSA TAXILANE OBJECT FREE AREA PHASE 1 PROJECT AREA 0 200 400 Scale: 1:200 1. WORK WITHIN THE RUNWAY OBJECT FREE AREA (ROFA) REQUIRES CLOSURE OF THE RUNWAY. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION ON CLOSURE REQUIREMENTS, LIMITATIONS ON CONSTRUCTION, AND ACCESS TO THE VARIOUS WORK AREAS. THERE ARE NO RUNWAY CLOSURES PLANNED FOR THIS PROJECT. 2. 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 BY CONSTRUCTION ACTIVITIES. THE STAGING AND STORAGE OF CONSTRUCTION MATERIALS AND EQUIPMENT SHALL BE AS SHOWN AS 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. 3. THE CONTRACTOR SHALL NOT BEGIN EXCAVATION UNTIL ALL KNOWN EXISTING UNDERGROUND FACILITIES WITHIN THE AREA TO BE EXCAVATED HAVE BEEN MARKED IN THE FIELD BY THE CONTRACTOR AND REVIEWED BY THE CITY. THE CONTRACTOR SHALL POTHOLE AND VERIFY THE DEPTH OF ALL UTILITIES WITHIN THE CONSTRUCTION ZONE BEFORE TRENCHING. CALL UNDERGROUND SERVICE ALERT AT 811. 4. NO GUARANTEE IS EXPRESSED OR IMPLIED THAT ALL UNDERGROUND OBSTRUCTIONS ARE SHOWN ON THE PLANS. UNDERGROUND OBSTRUCTIONS NOT SHOWN MAY BE ENCOUNTERED. THOSE SHOWN ARE BASED ON THE BEST INFORMATION AVAILABLE AND THE CONTRACTOR IS CAUTIONED THAT THE ENGINEERS, AND THE CITY ASSUMES NO RESPONSIBILITY FOR ANY OBSTRUCTIONS EITHER SHOWN OR NOT SHOWN ON THE PLANS. 5. THE CONTRACTOR SHALL OBTAIN A TRENCH PERMIT FROM THE CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS 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. 6. GATE TO BE MANNED BY CONTRACTOR WHEN OPEN ead lunt Mead & Hunt, Inc. 133 Aviation Boulevard, Suite 100 Santa Rosa, CA 95403 phone: 707-526-5010 meadhunt.com Q�OF ESS/ C 0 9" C 67251 4 P 9 -30-16 ';Or C� 6/16/15 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.: 3-06-0323-19 M&H NO.: 02316-00-140954.01 DATE: JUNE 2015 DESIGNED BY: BCS DRAWN BY: TD13 CHECKED BY: MSA DO NOT SCALE DRAWINGS SHEET CONTENTS PROJECT LAYOUT PLAN 3 of 14 G-021 /01- lay z W 2 W W C) z .J < W U. U) < W (D F- � z < z 0 < 0 rn �" Q a. C) LL U) < z D OWJ �� =m < ° LL W Uzi 0 W W REVISION AIP No.: 3-06-0323-19 M&H NO.: 02316-00-140954.01 DATE: JUNE 2015 DESIGNED BY: BCS DRAWN BY: TD13 CHECKED BY: MSA DO NOT SCALE DRAWINGS SHEET CONTENTS PROJECT LAYOUT PLAN 3 of 14 G-021 /01- lay $1 U) H W W J W W C7 0 0 r C� U) Z Q U W H o � LO M t) '4t CD 6It 'o lzt 0 o� ro M O � N X (D i i i m Q 0 .C: ''O^^ vJ r NC -- I NC -- INC . -- FNC — 3 II _ W i I I i I - aD CONTRACTOR ACCESS I ROUTE I r OMNIDIRECTIONAL SOLAR POWERED RED FLASHERS WATER RELEASE VALVE Watts Drive FNC --- INC -- INC; -- INC -- FNC -- -t(fJC -- I� NC, — INC —FNC — FNC -- -. FNC -- FNC —FNC -- FNC - -FNC AREA CLOSED TO AIRCRAFT 'UnA'nry��V INSTALL LOW PROFILE BARRICADES, TYP. A -SEE G -o81 1Ao � 9 �O 9 00 ❑ u _n n TAXIWAY H TOFA NORTH OF TAXIWAY F WILL BE TEMPORARILY ADJUSTED TO 80' WIDE DURING STORM DRAIN CONSTRUCTION DURATION ONLY. A NOTAM WILL BE ISSUED TO TEMPORARILY RESTRICT AIRCRAFT OVER 80 -FOOT WING SPAN. SEE "ADDITIONAL NOTES" IN SUMMARY BELOW. LL <181r MIN. 6" ORANGE REFLECTIVE STRIPES LOW PROFILE BARRICADE DETAIL NO SCALE a� I � Ir 5, 55 I 55 5 5, 5 t, I 5 t , 5 t � 5 5 l FNC— FNC — FNC. - -- FNC -- FNC - -F, NC — -- FNC -- `' i rl W w �I `I 6 I AIRPORT BOUNDARY CONSTRUCTION BARRICADE NOTES: 1. THE CITY WILL PROVIDE 25 LOW PROFILE BARRICADES. THE CONTRACTOR SHALL REPLACE UP TO A MAXIMUM OF 50 EXISTING SOLAR POWERED LIGHT UNITS SO THAT EACH BARRICADE HAS 2 LED OMNIDIRECTIONAL SOLAR POWERED RED FLASHERS DURING THE PROJECT. 2. THE CONTRACTOR SHALL PROVIDE 25 ADDITIONAL BARRICADES, EACH WITH 2 LED OMNIDIRECTIONAL SOLAR POWERED RED FLASHERS. ADDITIONAL PLASTIC DELINEATORS SHALL BE PROVIDED AS NECESSARY. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING AND MAINTAINING LOW PROFILE BARRICADES THROUGHOUT CONSTRUCTION. BARRICADES SHALL BE FILLED WITH WATER AS NECESSARY. 50 LOW PROFILE BARRICADES AND 100 FLASHERS, ALL IN GOOD WORKING ORDER, SHALL BE SURRENDERED TO THE AIRPORT AT COMPLETION OF THE PROJECT. 4. MAXIMUM SPACING BETWEEN LOW PROFILE BARRICADES IS 8 FEET. LEGEND: w LOW PROFILE BARRICADE RSA RUNWAY SAFETY AREA ROFA RUNWAY OBJECT FREE AREA TOFA TAXIWAY OBJECT FREE AREA TSA TAXILANE OBJECT FREE AREA WORK AREA \ \ \\ \ \\ \ \\ \ \\ AREA CLOSED TO AIRCRAFT CONTRACTOR ACCESS ROUTE PHASE 1 DESCRIPTION 0 D 0 D 0 D 0 D O D r� �I 1I i i 0 100 20� I I � E Scale: 1:100 I fC: `I > I i! 5 O U ; yy E .t i ' It e , I I I E' - - - - ' -- PHASING LIMITATIONS. THE FOLLOWING PHASING RESTRICTIONS APPLY: • RUNWAY LIGHTS SHALL BE OPERATIONAL AT ALL TIMES FOR ALL PHASES EXCEPT IF AN APPROVED AIRPORT CLOSURE PERIOD IS GRANTED BY THE CITY. NONE IS ANTICIPATED FOR THIS PROJECT. • PRIOR TO REOPENING AOA PAVEMENTS TO TRAFFIC, THE AREAS MUST BE SAFETY COMPLIANT PER SECTION IV.Q "PROTECTION OF RUNWAY AND TAXIWAY CRITICAL AREAS" AND SATISFACTORILY INSPECTED BY AIRPORT STAFF. PHASE 1 - PARTIAL CLOSURE OF THE NORTHEAST HANGAR TAXILANES. PHASE 1 SHALL CONSIST OF CLOSING THE SOUTHERN PORTION OF THE NORTHEAST HANGAR TAXILANE SYSTEM IN ORDER TO TRENCH AND INSTALL A DRAIN PIPE WHICH CROSSES THIS TAXILANE. PHASE 11 SUMMARY: • SCOPE OF WORK - STORM DRAIN PIPE INSTALLATION ACROSS SOUTHERN TAXILANE TO LIMITS OF PHASE 2 WORK; CONNECT STORM DRAIN PIPE TO EXISTING CATCH BASIN TO THE SOUTH. • CONTRACTOR ACCESS WILL BE TO CROSS TAXIWAY H NORTH OF THE WORK AREA AND ACROSS THE SOUTHERNMOST TAXILANE WHICH WILL BE CLOSED AS SHOWN ON THIS SHEET. • AREA CLOSED TO AIRCRAFT OPERATIONS - SOUTHERN PORTION OF NORTHEAST HANGAR TAXILANE SYSTEM AS SHOWN ON THIS SHEET. • TAXIWAY H TOFA WILL BE REDUCED IN WIDTH AND A NOTAM ISSUED TO RESTRICT LARGER AIRCRAFT. DURATION OF CLOSURE FOR PHASE 1 WORK IS APPROXIMATELY 4 WORKING DAYS. ADDITIONAL PHASING NOTES. • ONLY "LOW PROFILE" BARRICADES SHALL BE PLACED AS SHOWN ON THE PLANS TO CLOSE THE WORK ZONE TO TRAFFIC AND APPROPRIATE ACTIONS SHALL BE TAKEN TO PROVIDE SAFE TRAVEL LANES FOR CONTRACTOR TRAFFIC WITHIN THE AOA. • STARTING WITH CONSTRUCTION OF THE STORM DRAIN SYSTEM ADJACENT TO TAXIWAY H, A NOTAM WILL BE ISSUED TO TEMPORARILY RESTRICT AIRCRAFT OVER 80 -FOOT WINGSPAN. LOW PROFILE BARRICADES WILL BE PLACED 45' FROM THE TAXIWAY CENTERLINE TO ALLOW A MINIMUM OF 5' WING TIP CLEARANCE FROM THE BARRICADES. ALL CONSTRUCTION WORK AND EQUIPMENT WILL BE EAST OF THE BARRICADES. THIS NOTAM SHALL REMAIN ACTIVE FOR THE DURATION OF THE PROJECT. Mead {i € lunt Mead & Hunt, Inc. 133 Aviation Boulevard, Suite 100 Santa Rosa, CA 95403 phone: 707 - 526 -5010 meadhunt.com CO LU C 67251 cr_ Fcp. 9 -30 -16 r 6/16/15 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 -19 M &H NO.: 02316 -00- 140954.01 DATE: JUNE 2015 DESIGNED BY: MSA DRAWN BY: MSA CHECKED BY: BCS DO NOT SCALE DRAWINGS SHEET CONTENTS CONSTRUCTION SAFETY AND PHASING PLAN - PHASE 1 4 of 14 G -081 lD.q IaV Z W w W oz J W v/J L.L. Q W C� O 7 Z CL Q = J M _O a LL. Q �-- Z � O W =� ❑ J LL Uz0 OW Y m REVISION AIP NO.: 3 -06- 0323 -19 M &H NO.: 02316 -00- 140954.01 DATE: JUNE 2015 DESIGNED BY: MSA DRAWN BY: MSA CHECKED BY: BCS DO NOT SCALE DRAWINGS SHEET CONTENTS CONSTRUCTION SAFETY AND PHASING PLAN - PHASE 1 4 of 14 G -081 lD.q IaV O U) W F_ W _J 9 W Z W 0 T_ C> Z W C) rn 4 C) 7t C) 0 (0 V_ CY) CN C) MO. LO LO C) T_ 04 LO Q CIO Wafts Drive -- -- PHASE 2 DESCRIPTION Mead R I Fl- --INC -I NC--t)r- FNC- FNG _ _ __ _ FNC- FNC- FNC-eC,- FNC- FNC- FNG- FNC-- FNC- N. INC;- INC- RNO- FNC- FNC- FNC -rNC MOTEMMEM FNC - FIC - FNC - ';,Iunt PHASING LIMITATIONS. 4 :e t. PHASE 2 WORK AREA AIRPORT BOUNDARY THE FOLLOWING PHASING RESTRICTIONS APPLY: RUNWAY LIGHTS SHALL BE OPERATIONAL Mead & Hunt, Inc. 133 Aviation Boulevard, INSTALL C.B. AND 18" S.D., AT ALL TIMES FOR ALL PHASES EXCEPT IF AN APPROVED AIRPORT CLOSURE PERIOD IS GRANTED BY THE CITY. NONE IS ANTICIPATED FOR Suite 100 PULVERIZE AND BLEND A.C. THIS PROJECT. Santa Rosa, CA 95403 PRIOR TO REOPENING AOA PAVEMENTS TO TRAFFIC, THE AREAS MUST BE SAFETY COMPLIANT phone: 707-526-5010 II I PER SECTION IV.Q "PROTECTION OF RUNWAY AND TAXIWAY CRITICAL AREAS" AND meadhunt.com 0 100 200 Scale: 1:100 SATISFACTORILY INSPECTED BY AIRPORT STAFF. A A 0 0 IVA 94nn-C "6 PHASE 2 - PULVERIZE AND STOCKPILE EXISTING ASPHALT PAVEMENT. IV INSTALL LOW PROFILE BARRICADES, TYP. _/7 7�1 7, , I 500' PHASE 2 SHALL CONSIST OF CLOSING AN ADDITIONAL TAXILANE (THE ONE JUST NORTH OF THE PHASE 1 CLOSURE) IN ORDER TO PULVERIZE AND STOCKPILE THE EXISTING ASPHALT PAVEMENT AREA TO BE RECONSTRUCTED FOR THIS PROJECT. CIO _7_ %.:.I C 67251 W p. 9-30-16 150' SEE c3c, N�h. ROFA ROFA ROFA PHASE 2 SUMMARY `' �— - -_� -\ !� '; `�!; NX 5' 51 NX N N ROFA FF • SCOPE OF WORK - PULVERIZE AND STOCKPILE EXISTING ASPHALT IN THE NORTHERN CLOSED TAXILANE AS SHOWN ON THIS SHEET. *CONTRACTOR ACCESS WILL BE TO CROSS TAXIWAY H C 6/16/15 t N n )> Cn > SOUTH OF THE SOUTHERNMOST TAXILANE WHICH WILL BE RE-OPENED DURING THIS PHASE BY PLACING STEEL TRENCH PLATES — The a documents shall not be used for spurpose CONTRACTOR ACCESS > 300' ACROSS THE STORM DRAIN TRENCH WHICH IS TO BE BACKFILLED TO WITHIN 3 INCHES OF FINISHED GRADE DURING PHASE 1 WORK, BUT WILL NOT BE PAVED UNTIL PHASE 4 WORK. any 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 ROUTE CONTRACTOR STAG'ING AND AREA CLOSED TO AIRCRAFT OPERATIONS - THE THIRD TAXILANE FROM THE NORTH IN THE such misuse or reuse of the documents. In addition, unauthorized reproduction of these EQUIPMENT AREA CLOSED TO AIRCRAFT STORAGE AREA n 50 U) sv� - >- I -7. 0" SD NORTHEAST HANGAR TAXILANE SYSTEM AS SHOWN ON THIS SHEET. *TAXIWAY H TOFA WILL CONTINUE TO BE REDUCED IN WIDTH PER NOTAM ISSUED FOR THE PROJECT DURATION TO RESTRICT LARGER AIRCRAFT BECAUSE THE PHASE 2 PULVERIZATION documents, in part or as a whole, is prohibited. .00000, 0<1 30 SD ---- 309 SD 30 SD 3C > , ;U -A X Cf) > > AREA IS PARTIALLY WITHIN THE TAXIWAY TOFA. DURATION OF CLOSURE FOR PHASE 2 WORK IS APPROXIMATELY 2 WORKING DAYS. D of U) 30 > -n TOFA ------------- TOFA > TOFA ADDITIONAL PHASING NOTES. - -- \\ \\JNV F _r T 1 ONLY "LOW PROFILE" BARRICADES SHALL BE PLACED AS SHOWN ON THE PLANS TO CLOSE THE UJ l� _J El, 11 , > WORK ZONE TO TRAFFIC AND APPROPRIATE ACTIONS SHALL BE TAKEN TO PROVIDE SAFE =3 - - - _ _ __ \ > > TRAVEL LANES FOR CONTRACTOR TRAFFIC WITHIN THE AOA. W A_ 01-1 4011 STARTING WITH CONSTRUCTION OF THE STORM DRAIN SYSTEM ADJACENT TO TAXIWAY H, A > Q I C -7 TOFA NOTAM WILL BE ISSUED TO TEMPORARILY RESTRICT AIRCRAFT OVER 80-FOOT WINGSPAN. C F I TOFA (n > LOW PROFILE BARRICADES WILL BE PLACED 45' FROM THE TAXIWAY CENTERLINE TO ALLOW A MINIMUM OF 5' WING TIP CLEARANCE FROM THE BARRICADES. ALL CONSTRUCTION WORK AND a. 0 TAXIWAY H TOFA NORTH OF TAXIWAY F WILL BE C > EQUIPMENT WILL BE EAST OF THE BARRICADES. THIS NOTAM SHALL REMAIN ACTIVE FOR THE TEMPORARILY ADJUSTED TO 80'WIDE DURING D CONSTRUCTION �10 DURATION OF THE PROJECT. < PHASES 1, 2, 3 & 4 DURATION ONLY. C: �10 Z (n 4-a A NOTAM WILL BE ISSUED TO TEMPORARILY =3 ox� 0 �u > ::� > _J 0 RESTRICT AIRCRAFT OVER 80-FOOT WING SPAN. 1 U) SEE "ADDITIONAL NOTES" IN SUMMARY BELOW. 0 -7 ..N �0 n 1-n > > PHASE 2 u- w �. 0_ Wafts Drive PHASE 3 DESCRIPTION (D PHASING LIMITATIONS. THE FOLLOWING PHASING RESTRICTIONS APPLY: RUNWAY LIGHTS SHALL BE OPERATIONAL AT ALL TIMES FOR ALL PHASES EXCEPT IF AN Fll--C�- FNC-FNC-FNC-FNC-FNC-VC-FNC-FNC-FNU-FNC- FNG-INC --NI:-FNG- FNG-FNC-FNC-FNC -FNC-FNC FNC - FNC Z Z'Il- 0 APPROVED AIRPORT CLOSURE PERIOD IS GRANTED BY THE CITY. NONE IS ANTICIPATED FOR THIS PROJECT. LL PHASE 3 WORK AREA AIRPORT BOUNDARY EARTHWORK, VALLEY GUTTER, •PRIOR TO REOPENING AOA PAVEMENTS TO TRAFFIC, THE AREAS MUST BE SAFETY COMPLIANT "PROTECTION O W J AND P-209 PLACEMENT i AREA CLOSED TO AIRCRAFT T 1 0 100 200 PER SECTION IV.Q OF RUNWAY AND TAXIWAY CRITICAL AREAS" AND SATISFACTORILY INSPECTED BY AIRPORT STAFF. PHASE 3 - EARTHWORK AND VALLEY GUTTER CONSTRUCTION. W U_ U) INSTALL LOW PROFILE 01-1 N N< C_ FNC Scale: 1:100 PHASE 3 SHALL CONSIST OF KEEPING THE SINGLE TAXILANE CLOSED WHILE OVEREXCAVATION, RECOMPACTION AND P-209 AGGREGATE BASEROCK IS PLACED FOR THE NEW TAXILANE 0 LLI 0� W BARRICADES, TYP. NI 500 STRUCTURAL PAVEMENT SECTION. THE STORM DRAIN PIPING WILL BE EXTENDED INTO THE REVISION -SEE 7) A A t� 150'---1 RE-COMPACTED SUBGRADE AREA TO A NEW CATCH BASIN LOCATED AT THE END OF THE NEW VALLEY GUTTER. THE VALLEY GUTTER AND CONCRETE COLLAR AROUND THE NEWLY INSTALLED CATCH BASIN WILL BE CONSTRUCTED. ox, N�h. I ROFA r— FA FA "F ROFA V<1 PROVIDE TRENCH PLATES OVER 10 BACK-FILLED TRENCH, MIN. 36' WIDE, ROFA PHASE 3 SUMMARY • SCOPE OF WORK PERFORM EARTHWORK OPERATIONS IN THE CLOSED AREA TO MOVE BARRICADES TO EDGES -n > v - TAXILANE PROPERLY RECOMPACT EXISTING SOILS TO THEIR PROPER DEPTH AND RELATIVE CONTRACTOR 300' COMPACTION; PLACE CATCH BASIN, CONSTRUCT STORM DRAIN PIPING WITHIN THIS NEWLY ACCESS > RE-COMPACTED AREA AND CAP PIPE END; GRADE AND COMPACT P-209 AGGREGATE ROUTE A BASEROCK THROUGHOUT THE NEW PAVEMENT AREA; CONSTRUCT PCC VALLEY GUTTER AND COLLAR AROUND NEW CATCH BASIN; PREPARE AREA FOR PLACEMENT OF P-403 HMA SURFACE (n 30 SD > COURSE AS SHOWN ON THIS SHEET. % 00000� 30" SD > ------ (n -71 — -, — ;0 (D__1_>_._-t-4K -D) 31.) 0 3C CONTRACTOR ACCESS WILL CONTINUE TO CROSS TAXI WAY H SOUTH OF THE SOUTHERNMOST TAXILANE WHICH WILL REMAIN OPEN DURING THIS PHASE WITH AIRCRAFT GROSSING THE STORM DRAIN TRENCH ON STEEL PLATES. 30' SD � -n 11 En • AREA CLOSED TO AIRCRAFT OPERATIONS - THE THIRD TAXILANE FROM THE NORTH IN THE AIP NO.: 3-06-0323-19 02316 -00-140954.01 A 30 SD Of 0 TOFA T k > �0 I/ (n > > A 4�101-0 > NORTHEAST HANGAR TAXILANE SYSTEM AS SHOWN ON THIS SHEET. *TAXIWAY H TOFA WILL CONTINUE TO BE REDUCED IN WIDTH PER NOTAM ISSUED FOR THE PROJECT DURATION TO RESTRICT LARGER AIRCRAFT BECAUSE THE PHASE 3 EARTHWORK DATE: JUNE 2015 DESIGNEE) BY: MSA TOFA TOFA C0 C _T F AREA IS PARTIALLY WITHIN THE TAXIWAY TOFA. DRAWN BY: MSA CHECKED BY: BCS \\ TAXIW-T AY DO NOT SCALE DRAWINGS S - C11L 0 > n ,, I > DURATION OF CLOSURE FOR PHASE 3 WORK IS APPROXIMATELY 38 WORKING DAYS. ADDITIONAL PHASING NOTES. SHEET CONTENTS CONSTRUCTION a A. TOFA I I e ONLY "LOW PROFILE" BARRICADES SHALL BE PLACED AS SHOWN ON THE PLANS TO CLOSE THE SAFETY AND PHASING PLAN PHASES 2 & 3 I_ Li TOFA --------- Cn > Ili lie WORK ZONE TO TRAFFIC AND APPROPRIATE ACTIONS SHALL BE TAKEN TO PROVIDE SAFE TRAVEL LANES TAXIWAY H TOFA NORTH OF TAXIWAY F WILL BE 0 in 0 FOR CONTRACTOR TRAFFIC WITHIN THE AOA. TEMPORARILY ADJUSTED TO 80' WIDE DURING STARTING WITH CONSTRUCTION OF THE STORM DRAIN SYSTEM ADJACENT TO TAXIWAY H, A NOTAM WILL BE ISSUED TO TEMPORARILY RESTRICT AIRCRAFT OVER 80-FOOT WINGSPAN. 5 14 STORM DRAIN CONSTRUCTION DURATION ONLY. C: Z (n LOW PROFILE BARRICADES WILL BE PLACED 45' FROM THE TAXIWAY CENTERLINE TO ALLOW A of A NOTAM WILL BE ISSUED TO TEMPORARILY RESTRICT AIRCRAFT OVER 80-FOOT WING SPAN. "ADDITIONAL A 0 T 0<1 7 � > . > 0 > -n 11"A' > -< MINIMUM OF 5' WING TIP CLEARANCE FROM THE BARRICADES. ALL CONSTRUCTION WORK AND EQUIPMENT WILL BE EAST OF THE BARRICADES. THIS NOTAM SHALL REMAIN ACTIVE FOR THE SEE NOTES" IN SUMMARY BELOW. PHASE 3 0-) DURATION OF THE PROJECT. G- 082 I I ° \ p 0 11 -n /p.9 /)Y 0 U) I_ W W X U) _J Z W 0 T_ CD C) U) (9 Z C) 14 Lf) 0) C) C) CY) N C) KA LO 0 04 LO !Z! (0 10.q. 1a/ Watts Drive PHASE 4 DESCRIPTION Mead INC FNC IN'_7 __ N FNG FNC FNG FNC FNC —IU4C — FNC — FNC — FN(;— FNG FNI-, 1�_ I NC — FNC — W — FNC — FrIG — FNC, FNC — FNC — FNc — FNC L 6L unt . . ....... .. . .... .. T PHASING LIMITATIONS. THE FOLLOWING PHASING RESTRICTIONS APPLY: Mead & Hunt, Inc. -- ---------------- AIRPORT BOUNDARY • RUNWAY LIGHTS SHALL BE OPERATIONAL AT ALL TIMES FOR ALL PHASES EXCEPT IF AN APPROVED AIRPORT CLOSURE PERIOD IS GRANTED BY THE CITY. NONE IS ANTICIPATED FOR 133 Aviation Boulevard, Suite 100 AREA CLOSED TO AIRCRAFT THIS PROJECT. Santa Rosa, CA 95403 PRIOR TO REOPENING AOA PAVEMENTS TO TRAFFIC, THE AREAS MUST BE SAFETY COMPLIANT phone: 707-526-5010 l-,-I-',-1117777771-1777,-7777. 0 100 200 PER SECTION IV.Q "PROTECTION OF RUNWAY AND TAXIWAY CRITICAL AREAS" AND SATISFACTORILY INSPECTED BY AIRPORT STAFF. meadhunt.com INSTALL LOW BARRICADES, PROFILE -'0 ,0\ TYP E A N.- - FN(J Scale: 1:100 PHASE 4 - PAVING OPERATIONS. C\ �F M Z -SEE 7 EF h H 0<1 500' 150'- PHASE 4 SHALL CONSIST OF PAVING THE CLOSED TAXILANE WITH P-403 HMA SURFACE COURSE AND TEMPORARILY CLOSING THE SOUTHERNMOST TAXILANE IN ORDER TO PAVE THE BACKFILLED STORM DRAIN TRENCH WHICH CROSSES THAT TAXILANE. Z� rn ILIJ C 67251 M Or- p. 9-30-16 F71 ....... TH LO 51 ROFA--- �tOF ROFA DFV PHASE 4 SUMMARY c OF Iry 0 P E 51 -n SCOPE OF WORK PLACEMENT OF P-403 HMA SURFACE COURSE IN CLOSED TAXILANES INCLUDING STORM DRAIN TRENCH CROSSING SOUTHERNMOST TAXILANE AS SHOWN ON THIS 6/16/15 CONTRACTOR ACCESS NX \X i CONTRACTOR U) )> > -n 300' STAGING AND • SHEET. *CONTRACTOR ACCESS WILL BE TO CROSS TAXIWAY H SOUTH OF THE SOUTHERNMOST TAXILANE WHICH WILL BE CLOSED TEMPORARILY DURING THIS PHASE WHILE THE TRENCH These documents shall not be used for any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by a the client and held h rmless from all claims, damages, liabilities, losses, and expenses, including attorneys'fees and costs, arising out of ROUTE M, EQUIPMENT STORAGE AREA 0 (n SD_>_ 30 SD--> C-D --);— 0 , PLATES ARE REMOVED AND THE STORM DRAIN TRENCH ALIGNMENT ACROSS THE TAXILANE IS PAVED. .AREA CLOSED TO AIRCRAFT OPERATIONS -THE THIRD TAXILANE FROM THE NORTH OF THE such misuse or reuse of the documents. In addition, unauthorized reproduction of these documents in part or as a whole, is prohibited. 3 C � __ ' SD t NORTHEAST HANGAR TAXILANE SYSTEM AND, TEMPORARILY, THE SOUTHERNMOST TAXILANE V 30" SD ------- 0, SD - 30" SD ` ' > I 4 X -n > AS SHOWN ON THIS SHEET. *TAXIWAY H TOFA WILL CONTINUE TO BE REDUCED IN WIDTH PER NOTAM ISSUED FOR THE PROJECT DURATION TO RESTRICT LARGER AIRCRAFT BECAUSE THE PHASE 2 ASPHALT PAVING 01 ON 0. (n 0 AREA IS PARTIALLY WITHIN THE TAXIWAY TOFA. TOFA TOFA A > F TOFA -rAX1,VVAy F T DURATION OF CLOSURE FOR PHASE 4 WORK IS APPROXIMATELY 1 WORKING DAY. ---------- C: (I) 0 <1 (n > -A > ✓ I ADDITIONAL PHASING NOTES. ONLY "LOW PROFILE" BARRICADES SHALL BE PLACED AS SHOWN ON THE PLANS TO CLOSE THE > Q __h TOFA WORK ZONE TO TRAFFIC AND APPROPRIATE ACTIONS SHALL BE TAKEN TO PROVIDE SAFE < 0— C: 0 TO (n > > 16 TRAVEL LANES FOR CONTRACTOR TRAFFIC WITHIN THE AOA. TAXIWAY H C: TOFA NORTH OF TAXIWAY F WILL BE 0 STARTING WITH CONSTRUCTION OF THE STORM DRAIN SYSTEM ADJACENT TO TAXIWAY H, A NOTAM WILL BE ISSUED TO TEMPORARILY RESTRICT AIRCRAFT OVER 80-FOOT WINGSPAN. W C) Z TEMPORARILY ADJUSTED TO 80' WIDE DURING CONSTRUCTION PHASES 1, 2, 3 & 4 DURATION ONLY. C: Z U) LOW PROFILE BARRICADES WILL BE PLACED 45' FROM THE TAXIWAY CENTERLINE TO ALLOW A MINIMUM OF 5'WING TIP CLEARANCE FROM THE BARRICADES. ALL CONSTRUCTION WORK AND 40 A NOTAM WILL BE ISSUED TO TEMPORARILY :3 0 RESTRICT AIRCRAFT OVER 80-FOOT WING SPAN. 01<1 > 0 X > _n 0 A >-< EQUIPMENT WILL BE EAST OF THE BARRICADES. THIS NOTAM SHALL REMAIN ACTIVE FOR THE DURATION OF THE PROJECT. _J W U) SEE "ADDITIONAL NOTES" IN SUMMARY BELOW. ' PHASE 4 > > > LL I i ! i 0 U) n (n Wafts Drive < "ftN PHASE 5 DESCRIPTION W (D Z 0 0— PHASING LIMITATIONS. I W i NC FNC FNG FNC FH FNC— FNC— FNC— rNC—FNC--,tJ4C— rMC— UMC— MC— PNC— FNC— FN(,— FNC INI— F11— INC— FNC— FNC —FNC —FNC—FNC—FNC- X ZI -�� — I 2: 0 _J < __...__�nr' AIRPORT BOUNDARY THE FOLLOWING PHASING RESTRICTIONS APPLY: 0 PHASE 5 WORK AREA • RUNWAY LIGHTS SHALL BE OPERATIONAL AT ALL TIMES FOR ALL PHASES EXCEPT IF AN APPROVED AIRPORT CLOSURE PERIOD IS GRANTED BY THE CITY. NONE IS ANTICIPATED FOR < O PREPARE AND PLACE SLURRY SEAL W —J AREA CLOSED TO AIRCRAFT THIS PROJECT. • PRIOR TO REOPENING AOA PAVEMENTS TO TRAFFIC, THE AREAS MUST BE SAFETY COMPLIANT "PROTECTION = ~ Q 0 LL .7 � 771-177777q 0 100 200 PER SECTION IV.Q OF RUNWAY AND TAXIWAY CRITICAL AREAS" AND SATISFACTORILY INSPECTED BY AIRPORT STAFF. Ir W 0 INSTALL LOW PROFILE Scale: 1:100 Z of BARRICADES, TYP. PHASE 5 - SLURRY SEAL PLACEMENT, CLEAN-UP AND RE-OPENING TAXILANE. REVISION X 7 500' r. �7 X<. X/. F -SEE X X/. IWO 'r 31 PHASE 5 SHALL CONSIST OF PREPARING THE PAVEMENT AREAS SURROUNDING THE NEWLY PAVED TAXILANE FOR PLACEMENT OF SLURRY SEAL, SUBSEQUENT APPLICATION OPERATIONS, FINAL 71 RESTRICTIONS ON TAXIWAY H, AND DEMOBILIZATION. ROFA ---- ROFA --- ROFA 011\ FT- 0000, ROFA -n PHASE 5 SUMMARY SCOPE OF WORK PLACEMENT OF SLURRY SEAL IN THE CLOSED AREA TO THE can > • (n > - TAXILANE LIMITS SHOWN ON THE DRAWINGS; FINAL CONTRACTOR > PROJECT AREA CLEAN-UP; OBTAINING APPROVAL ACCESS _n > 300' FOR RE-OPENING TAXILANE; REMOVAL OF BARRICADES AND SIGNS; AND DEMOBILIZATION AS ROUTE 0000000 100 C FD n 30 > SHOWN ON THIS SHEET. •CONTRACTOR ACCESS WILL BE TO CROSS TAXIWAY H SOUTH OF THE SOUTHERNMOST TAXILANE WHICH WILL REMAIN OPEN DURING THIS PHASE OF WORK. 3o" AREA CLOSED TO AIRCRAFT OPERATIONS - THE THIRD TAXILANE FROM THE NORTH OF THE 3C NORTHEAST HANGAR TAXILANE SYSTEM AS SHOWN ON THIS SHEET. 30" 30" SD 0 -n (n > • TAXIWAY H TOFA WILL CONTINUE TO BE REDUCED IN WIDTH PER NOTAM ISSUED FOR THE PROJECT DURATION TO RESTRICT LARGER AIRCRAFT BECAUSE THE PHASE 5 SLURRY SEAL AJP NO.: 3-06-0323-19 M&H NO.: 02316-00-140954.01 nD 30 SP Of 0 (n > > AREA IS PARTIALLY WITHIN THE TAXIWAY TOFA. DATE: JUNE 2015 30 T OFA TOFA > -n DURATION OF CLOSURE FOR PHASE 5 WORK IS APPROXIMATELY 2 WORKING DAYS. DESIGNED BY: MSA DRAWN BY: MSA TOFA Lo I\\WNV X TAX(n > CHECKED BY: BCS DO NOT SCALE DRAWINGS ADDITIONAL PHASING NOTES. "LOW SHEET CONTENTS 0 ONLY PROFILE" BARRICADES SHALL BE PLACED AS SHOWN ON THE PLANS TO CLOSE THE WORK ZONE TO TRAFFIC AND APPROPRIATE ACTIONS SHALL BE TAKEN TO PROVIDE SAFE CONSTRUCTION TO FA n, T� TRAVEL LANES FOR CONTRACTOR TRAFFIC WITHIN THE AIDA. SAFETY AND PHASING TOFA > PLAN PHASES 4 & 5 -n STARTING WITH CONSTRUCTION OF THE STORM DRAIN SYSTEM ADJACENT TO TAXIWAY H, A NOTAM WILL BE ISSUED TO TEMPORARILY RESTRICT AIRCRAFT OVER 80-FOOT WINGSPAN. > LOW PROFILE BARRICADES WILL BE PLACED 45' FROM THE TAXIWAY CENTERLINE TO ALLOW A C: MINIMUM OF 5' WING TIP CLEARANCE FROM THE BARRICADES. ALL CONSTRUCTION WORK AND 6 Of 14 71 Z 60 (n EQUIPMENT WILL BE EAST OF THE BARRICADES. THIS NOTAM SHALL REMAIN ACTIVE FOR THE E 0 _V 0 n > DURATION OF THE PROJECT. G-083 I PHASE 5 t 1 \ _n 10.q. 1a/ LEGEND --- - -~, - -__ - - - - - -- - - -----------_ __----------- _----------- __ - --_ - �I _ 13 1 - BORING LOCATION 7 12 - BORING LOCATION WITH CBR _� GENERAL NOTES: 1. ALL SOIL TESTING COMPLETED BY KLEINFELDER, INC DECEMBER 2014. PROJECT NO. 20153095 2. GEOTECHNICAL REPORT, INCLUDING BORING LOGS, IS PROVIDED IN THE SPECIFICATIONS. J LEGEND: �--- - ---I �P Ni - -ON� J � [-] � -- INj -�NA- 11 X r low, Li U- 7 Z ' , / ,� �`' -1 .- I 11 't._ ,/ I/ Mft 1-- 1- 1- r I- F- I- // �Z�� ;.1 i 0 0 i i f i I j i �� -i f- - - -��- : , i i - ----_ ±! I 1 - _ i - _- ,,�_1t ". -� I - I �-_ _ _ � i i I G i :� iI 1 1 i i - � 1 !- -- -111-1-_-___ ,,, L 1. i 1 js I � `I; ii L - - i` -- L -- __ --1 LI J L" , ��N�__� ___.___,�,__ __w,.:.. -- -___ ._: .- �.rr;�______�_,._.__ -11-1-1 - .,Nam__.. . - -- - __ - _ ea ,,, ,fig' -lunt 4*1�,, " 11,i` Mead & Hunt, Inc. 133 Aviation Boulevard, Suite 100 Santa Rosa, CA 95403 phone: 707 - 526 -5010 meadhunt.com �� C S/� ,\C�P- GO � Z C 67251 m p. 9- 30-16 0111 C/ V I\. 9TFCF CAL \F�� 6/16/15 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. ASPHALT 2 i k 7 %. I I ' z {I o W _ _ ° ° ° AGGREGATE BASE _.. I - - -- _ a� I { I w I [:-] _. _ CLAYEY SAND - i I I . 1111 1111. { F1 �.:".;.,.�-.-.�. - .. !,% .... ... �:-71 W 1!`-, - - ....�..f' I.. , .. ...'-,.1 POORLY GRADED SAND 14 a� z .." I... *'*� ", ..:�.!, � ...11 6�a _ Q i X 0 __ n J-i X ,-- _ as W x . -1111_ . ... { Q A'`° POORLY GRADED SAND WITH GRAVEL LL 1111; : ' ;,:: 1 � �"- N 0 2 '0 C6 z O m J 4 - `O`^ V/ i I- U- 0 O 0 6 Z Q Q J a m F) � 12 1 a. L- ) i - ,,^^ V/ j N 14 ) N to I I 1 -- -� s sL. � Q /'______� i 0 200 400 W (� 0 �/ I z o i Scale:1:200 Q Z M t � _: Q = --- -- - ------ ----- - I inw�� F�'�� 11 I I - -- . - -- - -- - -- ,-- - - - - -- Fi - - > - - __- -111-1_ _- --- --- .- - -- -___ - - _. .__ .. - -, - - - - -- --` - - -_ -'(-- 1-11-1 -._ - _ _ _- -1-1-11_ -"' 1-1-11 - -. _ .,. ". - - - -. _- - - - - - - .. _ _. __ _ ._ 1-1-11 11-11.. ,..,._.._.. .- z _ 11 .. 11-1-1 -. _ ___ -- ;. � -1111. -1-1-1-1___ .. __ � - - _ : _ -1 -1 -11_.- _--- .__ -__ _ _:5 ASPHALT_ __. - -- - :.__ f -._ -11-1.1_.. _�. _________.- -1-1 _ _ -_ _ __ 4" ASPHALT _ _: :_ :_ :�_ -.1.1--l-1- _4n AS _ _ U 8 ASPHALT- ____---- -.- _�__._- _____ -___- _._ _ -1111 - _--- - - - - -_ --1-1-1-1 -1-1-1-1 .. ___ -11-1-1 __. - -1-111. -- (� - _ __ _... _ - ..._._._... ", "... _...._____ -_..- ..._ -._ -_- . __. -1-1-1-1_.- _- ___-- __ ...... .. .. ... -1-1-11__ _ ____._ -. _..___.._._ _______.______.___._._. ___ ... __ - _ . _ .-._...._._.___....__. _ . - _ . _ ._ . ....__ - - - - -1111.- - 1111._ _ - 1 . -- . __ -1-111 _. __ __ _ __..__..._._ - -. -- -_ _.. -1-11-1.._ . _. ..... 0 PHALT _ __ z 1111. .. .. .. ,_ LL . 1 .. _ .. ......_. 1111 - _ _ _. _ _ _ -11-1-1- ----- __._.__.._._ _._____- _- -1-1-1-1___ -___ •_ . -_ ,_. . • .__ _ _ _. _- _ - - - -- -- - - - - -- - - - - -- - -_ .- -1-11-1___- ___ -._ _ -__ - -- - --------- - - - - -- _- _ ° - - -_. , -- - _ _ - - -- - -- - - -- - - -- - - - -_ ._ __ -11-1-1 _ _. - - - -__ _ . _ _ _ - __ _ _ - - - - - -- - -__, - . __ _ _ . _ -- Z) _ - -- _ _ -... _. _ -- __ 111-1 ... _- 1-1-1-1 -- - _ � -. - - --1111. -111-1_ _.. _ - - - -- - - - -- .. _AGGREGATE BASE t -1-111 - - -3 -1-11-1. -1-11-1 _ _ - .1__11._1 . - -, _1 -111 F .. 1111 .. .. . 10' _ - - -- _ - --- -- - - -- O -J .. - ___ _._ _ ..__._ -1-1-1-1_ -- _ __. i -- _. _ _________.___ _ _. __ -- - - -- --1-1-1-1- -- -1-1-1-1___ _._..._._.... -1-1-1-1 -_- - -11-11. _ _.__.__. _ -. -.- - _ _ } _ _ ___ ___ - 1111 _ _._ _ __ - -_ - _ __ __ -1-1-1-1___ __ ___- ._ -- _ _ _.. _ _ -. -- -1-1-1-1 -_ _ . _ _ _ _ __ - - -- - - - - -__ _ -_ -_ _._. ___ --_ __ -_ __ _ _ - - _ _ _ ___ _ -._ __ _ _ - :: _ T _- _ _- . -- - -- 1-1-1-1_ -_ _ __ _ ___. -.__ -. .1- - -_._" -_ __ - -_ _1111,. -_. -1-1-1-1_. _, ___._._____..___ _ _________ : - - - - -- - - - - --- -- - -_ _, _ _ - - - -- ___ CLAYEY SAND: FINE TO MEDIUNCGOOJ ED;- LOW- - - -___ • • ... .CLAYEY -SAND. FINETO MEDIUM-GRAINED, LOW . _ _ . CLAYEY SAND: FINE TO MEDIUM GRAINED, NON PLASTIC TO LOW _ 1 -_ -- }_ _ _____________ ___ _� - -__ -__ -_ SAND: FINE - TO MEDIUM GRAINED, NON - PLASTIC .. .. .. _ .�. CLAYEY - - - PLASTICITY, BROWN; MOIST- MEDIUM DENSE, MAY CONTAI`N-SOME AB f - - -- - - - - - m - ' • - PLASTfiC1TY� BF2011\!N At101ST; =MEDI LASTICITr , - -Mo 7ST, N]EDfiIJM- a3EN.SE= -- - _ _: __: - - -- -- - - - - -- - - - -- - - - 1111,.. :..:v. _ ... - _. _ . _ _ -_ -1-11-1- ..________.__ _ . -11-11_._- _- _ -__ -- -11-1-1_-------- 11 -1 -1__ . _. -1 _.. __ -_ -._._�_ - -1 , _ _- __ -__ . .._ ._ .__.__ -1-1-1-1_ -11-1-1 _. -. __. _ _ ___ _. _.___ . __ _ - - -'_ _. ___ .-1-11-1 ..,__ ___ -__ - GIST .. _ _ _ -- _- -_ _ -.._ _ -.- _ _ -. _ _ . _ , _I Y, BROWI�I; M _ _ - - - -- - r - __ _- _- _ -_. -- -1-1-1-1 -1-1-1-1 __ _ -_._. __..._.. . -___ _.. _ _ _ . .. .... 1111_ -. W _. ,.. . _ -.. _. _. ..I ._._._._._- -1-111_ - - -. .,._�..._.- 111-1_ -_ -... __.___._•_-- _•__• -_ -'__ ___-`_ __ _. _.- t--- ._1-111.. _.._.....__-, -, _ - *��.. • - ? :,• •.• - ^' .. _ 111111 -11. _ -- -- _ _.._...... .. -1-1-1-1 -1-1-1-1 _ __.,____..___.._____._. _ _.- _- - -_ -__ POORLY- GRADED SAND: FINE TO COARSE_GRAINED, BROWN; MOISTtIMEDIUM___ -_ I------------ - __ .. - __ -_ -_ _ _ _ - .__ _ ___ . _ 2 - - ,_ _,_-� ---- __ - _ - - - - -- - - - -...- - - -- - - -. - _ 11 -11 _ _. _ -- -- - - -- - - _ -- - .. ......... ... _ j_ 3. W Y i i 1111. , v . 1111 . 2 i - ..- �.. __a -_ _._._ _... ___. _._...._ ___._._____.. _. _ ._ .. _. -_.. ._ -_. _ --1-1-1}1 ._ -__ -111-1 -_ --1-1-11. - . _ _ ._____._ -... - .,.,__'.-- _....___. 11-1-1. _ _._......_.._- {._________. -_ .__._ ___ -.. .., __ __... __ _- _ . -----------,--,---�,--"--,--,-.--, . ._. _,. .._ _ -. _.__. - - - -- ` � � - .DENS - _ _._ . _ _ _ _.. - _._ -1-1-1-1 - ---- ___w -_- _ -.__ __._____._._._ _ _ - -. __ - - - -- - - - ---- - ---t -- _ - --- -�- --- -- _< ._�_�_ _ _ _ _ _ ._. -.. _ --111-1_ - .._ ".. _ ,.. .. .. ... _ -,-.__ -.__........, _. »...._______„_._.- _.._._____. _ .. _._, _. _�......_..._. .. ._.. . . € f ___.___.... - -1111 -1111 _. .. . . .. .. .. . .. . . .. . . . . _ P _ -_i _ ___.;__ :_ - - -._ - -_ __, - -. -11-11 -11-1-1 -_- ` . r • __ LY- _ COARSE ED, NON- PLASTIC; --111-1 _-. __ - _ -. - -_- ..... _. __ _ - __- -1-1-1-1. ___ -11-1-1__. -- . ` _ - _ _�_ _ _. _--- `-- _ -__. -- �__ -�__ __ _ _._F_. _. .... .. .. .. _ _._ _ ___ -_ -11-1-1_ .. - --- - - - - . __._ ... -. _._ .. = ';y' - - - REVISION ____._ :._ _� ._______ _ __ .__ - - -M_. __ . _._ 1111. _. _ ' 1111..; - BROWN; MOIST MEDIUM DENSE TRACE CLAY _ -. _ -.- . -__ -- - _ - _ .. - - , _. _ .. x ._ _ -1-1 ________ ___ __ _._ _ -__. - - -- 1-1-1-1_ _.__..___ -1111 - - -___ _. _ -1-111__ _ __._ ;:;Y:. _ _ . __ ___ . _.__.___ -. _ -- -1-11-1 -_ __...__._.. -1-1-1-1__ - - - - -_ -1-1-1-1 -1-1-11__ _._ .- _. - ________ ... -. -1111_ _.__. 1111. _. 1111 -1111 •--- ____....___._ -_ 1111 - _ -_- __...__- .._.._.._.__-_.__ - -- -1-111_.. i 1111... -f 1111 ._ _�_.,._.___ .. .. ..........__._.. 1111, .._.. _ __•__._. _, 11-11 -_ _.. _. ®..- _ ........ _ 1111 _...._..._..m_.. -1111.. 1-111 ..,..___ _____._ .. ....._.. __•_ _.. _. _ __.._.______. 1111 1111_ ._._. -1-111 .._ .. ... .. ,." .____.......- • - 1111 3 1 -1 -11 1111 .. -_. i _ _.. .- -- ....— . _ ...__ . -_ .. __ 1111.. _ . . _ _. 1 1 -11. -_-- -1111_, 1111. . - ............... - --.__ _- 1111 -111 1 ._ .. .. . __ ._ .. .. 1 --.. - . ... i -1111 3 ___ _,_ _,_ " . _,_ DARK GRAY CHEMICAL ODOR - - - - - -- - - -_ ___.. -. _._ _ _._ LIGHT BROWNISH -G Y - - -___ _- __-1-1-1_-1 -- -- -. - -__ _ -- -_ __ __ _._ RA _ -11-1-1_ .. -11-1-1. _ ________ ____.____ _ -- - -- _ __ -- - _- -_ -_.. -1-1-1-1_ -- -- _ _.__.___ _. _- _ _ : - 1111 � i - . 1111.. - . --11 __ - . _ _.. _._._....__.._.._ __.___,..__. -1-111._- - __.____..__._ -. 111-1_ -1 -1 -1-1 -----------� _. _ _._- _._._.__ __ _- ._ -1111 -11-11_ _ _ __ _._ _ _ ________ _. ____- _ _ -1-11-1_ -- __ ____,.... -- .- _ . __ -- _ __ ___. _____ -1-1-1-1_ -1-111_.. _ . _ _ -1-1-11- -- 11-- -1-1 ___ r......... _ -1111 __ __ -1-1-1-1_- _._.__ -- --1-1-1-1 _._- -1-11-1__ -- .. -1111.._ _._- _- _- -- - -11-1-1__ -- ,,,, _. --1-1-1-1. �______ -____ _ - -_ __...__._.__.___ _ ....___.________-_ _ 4 - f- _ i ... � 1111. , _ _._ --1 . __ .. - _ - -- _ _______________ _ _. -_ -_ -. _ 1-1-11 -__ _ _ _ -1-1-1-1__ -__ _._ _ _._ -- _ __ _ - - -. _ . _ _ __ -- _ -_ - -_._ _ _ _ _ . -- - - - - -- - -1-1-1-1 -- _ . ___ _ _ -1111. _ . _. - - - - -- -1-1-1-1 -_ __ _ . , _ __ -- 1-1-1-1_- __ -__ ________ 1-1-1-1- . _ ___ -- _ __ _ _ _ .._ --- - -__.- - , SS . T _•__, _._. -._ -1-111. _,_.._....- _...,_�, -.-_. --11-1-1. ,.- -1-111___ 1 1 ' i r __ �.�.,.._... -_ .-._. _..�__.__ _�..,.._._..._...._....,.. _...._ .............. ....r ,__..._.,, -- .._._..... , _........ - 1111. , __. _, .�_......._....,...__._ __ ..._. ..._._...__.,..________ -_- -1-11-1__ - ..___ _. ,_ _ _ _. _- __.__�._____.. __- -1-1-1-1.- -_. �.__... -_ _ .. ____. .___.___ .. _ _ ___- -._ _ -. . .,. ........ .. ____- __._.._ __� -___- .. _ _ .. _ . -: ._. _- __ _ ___.. ._______ __.- __.__._.._ _.__ , .. _ _. - _ - _ _ _ ,__- _ ....._ _._ . ,_ .. 1111 _.____- __ .. -_ _,._..__ _. - ._ _. 1111 , . BR WN _ _ _ _ . .. 1111.. - O -1-1-1-1 .. -111 -1. _______.___.__ -1-1-1-1 _._ -. - . -1-1 - _.. - _ _._..___ __. _. .1 11_1,_d._ -__ . _ - -11 .. _ ._._--- ._- _- _.._ -.._ __ __. ._ . . a i , 1111 .. 1111... .. . _ - - -- __ _ ___�___ ___._____._ ___ -11-1-1 . -1-11-1._ ._ _. __ - _ _ _ ______.._______. -1-1-1-1 - - - -- 1-1-1-1__ _ _.. __.__..____.______ __- ,: - _ _ _ - -__ -_ --1-11-1_ __ __ 11 - - t 1 1 _" ., _ . ._ . -i -1111... . - _. - - - " - _ . - - - _ : 1 1111..- -1. --11-11 y- _..__. - -, -1 -1-1 .._._..__ ___ -_._.- 3._ ._,_'__,,._ .. _. _.� . 11 - __ .. .._ -_.- _. _. -11 _ -_- =.. ---�- ____. ,____ _-- _.._ -_ __._._. -_ _- - _____,_.__ _ 3 _. 1-111„.. -_ -__- -1-111 - -_ ._- 1-1-11._ ._.___._ _� ... _ -____ •. :•t• .Y f 5 _ a_ ._. ._..___.-_..._.__.-._-_- _- ____.___._.______- __- _- . -____ - _ - -1 -1 -1__ _.. ._ -11-11_. - ., : µ .._ -___ -- -__ ____.._._._._...._ _ . . - - - CLAYEY SAND: FINE TO MEDIUM GRAINED . .. i -___- - ___ �._ - ._..._,_ __.__ . -111-1_ -___ -1-11-1 __ -.., ___ _ -1111_- __•____.._ _ .. _.__..__.-__- _ ._._._. _ -1-1-1-1. -_. 3 _ _ _. BROWN --- _ _____________ - -- -1-1-1-1._ _ __ __ .__ . -_- _--- - - -_ -_ -1-1-1-1_ _. -1-11-1_. _- __.______ -1-1-1-1__- -__ -1-11-1 - _. _. _ __. __ _ -_ _ - ___ -__ -- - -1-1-1-1_. -_.. - - - - -__ _. ... - _ - - _ _,__- - - - - - -- -_ _ -.. z M 11 ,.._ .. -1-1-11_ __ _ -- __- ___ -i -__ - . -_ _ _ _... ____ -. _- _. - -__ -1-1-11__. - - -_ _ _ ___ ___ -1-1-1-1 _ -__ - -__- -_ : __ __ __ -_ -1-1-1-1_ ____._.. __ _ -1-1-1-1_ __ -1-1-1-1_ ___ ___._ ---- 1111... .. .. �_ - _ _ . _ -_ _ . - -- - - -- � - -_ _ - - __. _ - _ - - - -... -1111... _ : - - -_ - - -- - - -- - - -- - - -- _ - - - 6 -_ _. _ _. I i 9 _.. _ -,. ___.._._. ___ .� �. _ _ --1-11-1 _ -1-1-1-1. __ _.__ _. __ _ __ - ........... i .. f 11 1 --' .. _ 1 111.. .. --.- .� .. ,. ._.._ ., _ £ ________ i__ __- - i.- _- ___�._ 1-111.._ •._. ' : ,,r t.v •.,.• • __ ___..____ 11-11._ ,.. ______ __- -1-111.. _ _ .. ____ ..i ... 11-11 -11-1-1_ -_ _ .._ _ -.._ -11-1-1.. __. -_ -.- ._ -_._ -. _ - _ _ __ .. .- .-. .. .. 1111 .. .. 1111... ... ___ - .. 1-1-11. -1111. .. _. ._.. . --- - -, - 1111. . _ _ -_. _. -- _- _ - -11-1-1 - >;,.. : : : :.. :. : := POORLY - GRADED SAND: FINE T AR ED ___ - __- . - - - __ . _ -- _ _- ._ _ _ _. _ _ . _. _ O COARSE GRAIN __ .. -. -._ _ _.. _ ___ �__ -1-11-1 - - - - - -_ ___ __. _ -- - __ -- _ ___ -- -- _ _ _ -- _ - - -=- __�._. -1-1-11. __.. _� - �_.- -- 1-1-1-1_. _ _. - - - - -- -.._ 1111_ - :_ ,� .. .. .. .. ... _. ; _-11-1-1.__ __._.__._. -_. __._____,__. -. _ , -1-11-1_ _ ._ :.: :. :. .. _ _ _ _ __ ________. . .. .. _ ___ __. -1-1-1-1 _ _ 111-1 __ _ __..._._._.,_... __.._._._ __. -1-1-11 -1-1-1-1- __._..__ 1-1-1-1 W MOIST, .. ._. _ ._ __ .____,._.,.,_ _.- __._.__i_- -11-11. - 111-1___ ._______ __. ___...,_ ... _. .___._. •_• _v_• •:_- .- -11-11__ ._- _ -_ ._...._ _.__.__ - __ 1-1-1-1 "111-1_ ._ __ ;__ __ __. -- __ -_ -- __ --- - - - - -- - _ _ . _ . -- _ -- TY, N, T, 11 -111._ -_ __ - -__ -- _ _- _ NON-PLASTIC T L W P _ -1-111 _- - - - - -- - - _ _. . _ _ _ - - -- . - - - -_.._ - - -- -- ` S O _ _ O LASTICI BROWN, _E _ ___ 1 -1 -1 -1._ "._. _ -- __ -__ ___- -_ -.- 11-1-1 __ -- -_ -- -_,- __ __ _. __ - - - -__ - -- -- -11-1-1_- __.._____ __ __ _ _ _- - - _ _ - - - - -_ - -_- -1-1-1-1_ -n, - -- _,�__. _ __ -- - -__ ___ _ - -- -1-1-1-1 . ___ - -- - - - - . -1-111_ . -- -_- -. _ _ ._ _ ... __ -- _ t -. _ _ _._ -- _ ___� .. ___ _ __ -- _._ _ ___ - -- - -._ - - - -- __. _- - - .- . -- - {_ MEDIUM DE .......... _ - - -- - - - __ ___-- -1-11-1__. -1-11-1._ ; .. 1111... .. -_-- -- - -__ _____:.. 1111... .. .. � . ____.._.._ _. - �. - .. , . .. .. 1111 1111.. - � _ _ _ _ -_ -1-11-1 _ __...___, 1111 "_ - _ - -_.. -_ -1-1-11_ _ __ - . __ -11-1-1_. � _ _ - __ -11-1-1 _ . _ ._ -1111 _ _ -- _ _ -- •. . •.. 3 . .. 1-111. ;.. _.,.._. .._. _..___,_.._. -., __._..,_,_...,- _-- _.___..__..�....__._........ ..___. __._._. ...•... ,•• .` ... _ _.____.,._. __._._ - __ ___._ __.__ - 1-1-1-1 -. ... _ _..__ ___. _ _.._.__.__,f ____,._.____._._.. ._ -_- 11-11- .- _.______ - _. . . .. - , 5. __ .,. _ -. _. __ __ _ ______ - -_. -__ .>- _._.._�__._ -1-1-1-1 - r.'2:„.....>.•.... _ _..____._. _ ___ __ __ ___ -1-1-1-1___ I -1 -1 -1-1 • L- ::_ LIGHT BROWNISH GRAY - -_._ -_ _1-1-1-1 _ _ -- - - -- -- - - -.._ _ _ 1-11-1 _ _ ,_. _- _ -._ . ".- _- -1-1-1-1__ - -- ___.___-.-__-_-._ _.._ _ - __ -- - - - -. _- -- __" __ -._ _ __- _- -1-1-1-1. -- _ .._ - -__ -_.. -1-1-11_. _ - - -_ -__ . _ _ 1.11=--- _ , _ ___. _ __..___�________ -___ -_ �......... � ... __ _ -1-1-1-1__. _ -- -- -__ -_. _ -1-1-1-1_.. " _ 1-1-1-1 __ -1-1-1-1 _ - . _ _ _ _ - . .. .. 1111... -�-- -_ 1111... _ -' -- - _ _ _____ __ _ _ __ -1-1-1-1_ _ _. _._.. _ ". __ 1-1-1-1 _ ___ ___---- _;- ___.______�__ = t'' _ _ -_ - -. -1-1-1-1 __ _ _ _ _ .._ __ - - ::::':•:._ >. :`.. :., _.. -11 1 -1._ _._._ _._._-_. - ._ __ _.. - --11-1-1 -. __..___._ _ _ :`'��; __. i- 8 AIPNO.: 3 -06- 0323 -19 . .. . .. .. _� :_. - __ - -_... - - _ __._- 11 -11_ _ �_ - POORLY- GRADED_SAND; FINE_TO_COAR$E GRAINEDL:- - --111-1 ._ : - __ -__ -- -- _ _- _ ° '- , , .; - - - - ,__._______ - -_ -- - _ -_ -_- - -- - - __ __.- - -. _ _ _ . _ -1111 __ _ _. - -- - - -- - - - -- g _ M&H NO 02316-00-140954.01 r • ., .. ., .. 1111 - :. - - -- - - -- - -1-- - - - - - - - -- - - --- - - - -- - - - -- - - -- .- - -- -- - - - - - - _- - __- - _ _ _ -111-1__ _ _ . ... 1111 -� Gt#f �T TRACELA'1�- . 1111:.. .: 1111 111-1 1111 ___ -___ _.____._. _ __ _ -- �•, 1-111. _ _ --11-1-1 _ _ _ _ __ _. _ -- .- __ _ ._ _. -- _ _ - ._______. _ _ -1-11-1.. - - - -_ -1-1-1-1 . _ . __ _. _ -1-1-1-1_ . . 1111 3 - _ - . . . _. ., ._-.__...._.._...._._.......___ �____--...__.__._-_...... _.- __..'_...__.._........___. :1 - 1-111.. _ x DATE. 15 _s- Lc .. 1111. JUNE 20 :.. :. ,R_.::...__ .. _ _.. _ _..___... ___ ----- 1-1111, -- __ _._ _ _ _ .. a i DESIGNED BY BCS j -- - -- .. _._.__..._. t - - .., .. 1111 .. .. _ _.. _ - - - -- - - _..,..,. ,. _ - - .. .. - •_ •1111, a- ! S ..;.. 1111 ,...�.- `. , _. ._.. _ _. _..__ __ 1111 -1-1-1-1 -1--1-11 __v_____ ` _ _ _ .,_ _ ___ __ �.__ -1-11-1 __' -- - -. -_ _ -1-1-1-1 -- ______.._...._. _. _ -1-1-1-1_. -1-11-1 _----- _ --_ -_ ___ - -__ ..-- _ - - -- -_ --_._ _._..._______._.__- _ _.-----------i1-,---- .. 1111 .. .. - _ _ . _. ... __ _ - - -- - -- -- - -- . - -. - 11---11 ___._.__._a ..- ? DRAWN BY: TDB t 1111 -- .- ,.«�- .�..._.... -- ... -•.-., �----- ---- -s - - -- _ 1-111 -._ __ _ - _ -._- - - 1-1-11._ -1111.. --- -- - - . - -. ._ _... _. 1111 ........ __ _..._ - _ .___.____ -1-1-1-1_ _.. _ ____ - - --- --11-1-1 --11-1-1 _ _ ___.______.__ _. _. 1111... .. .. �'- 1111. _�� _______ �_ __�...___ _ - . - :..•...:...... F _ _ __ _ _.. . _. ._ ... _._.______ -1-11-1__ ' , -111-1. - . - -__ _. _ -_ -- _ -_._ _- ._ ._ _._ . -11-1-1 _ -111-1__. ___- -1-1-1-1. _ _ _ ___ .. .. .. .. .. 1111 .. t.____- _________.__ ... •. - -1-11-1.-- -- - -_ -y-- -- � _ _ _- _ -. -_- - --- -1-1-1-1__ -1-1-11_ -- - -_. --1111 ________..__.-_ -_ _ ..__________ _ _ __.__.__ CHECKED BY -1-11-1 -111-1 - __ -.__ -1-1-1-1_ __ _ -_ - -- _ --- . i ..� _ - __ ._. .. �....__. •v.. -.. _ --- _ -1-111. _. - .__.. - -- ..i- i_ .._t_ : i " > � .: .i 11.1.1 _ 1111 _ _ _ -__ 1111,__ > _, _ ... N PL TI LI 10 P r DO NOT SCALE DRAWINGS -. -1. 1-1 .__4 _._ •. ED, NO AS C, GHT ,_ BROWN .. .. .. .. ... 2 POCKET OF FINE - GRAINED POOFtLYGRADED SAND- •. •:,. -1111 - - - - -� -- _. -__ _ _.____ _.__ ___.__._....__________...__..._ . : : - -•• •1111 ,• . - OORLY- GRADED SAND; FINE GRAIN � __. -1-1-11_ __- _._____.__._._ _ _ _ 111-1.._ -1111__ _ _________ _ . -1-1-1-1 _.. -11-1-1_ _ . _._._... _. _ 1-11-1 . - . -111-1 .. __. _..._ _ .. _ __ ___ _s 1111 _ :.� :.' _ -1-1-1-1 __ . :•: -: .. - - - - -_ - - -1 -1 -11 - _ ._ .- _. -, ... : - -.. .• 1 .111. -: �.; POORLY GRADED SAND WITH GRAVEL : - FINE `T - - - - - -_ __."_.___ __ . _ _..- 11._..11...: <�_ _;:• .. _ ... _. __ _ -_ - - - -- . :_ -1-111_._ _______.._...-_._ -- __ -._ ._. __._ __- -___ ._ _. 1111.. .. .._ .. _ _.. .._ _ -�,-- 3 .<__.__ - --11-1-1_ _. -_ -. -1-111 -1-1-1-1__-- ___...___- ___- .____.___ a:'• .:• ._ -11-1-1_ 3. :..___... _.___..._._._..,..._. _. BROWNISH_GRAY,.MOIST, MEDIUM DENSE __ _ AT BOTTTOM 4F SAMPL -E -- s - -# - -- -- .. �. -___- --1-1-1-1 Q.__ .�,�., - __._ _._.___..____... __ - - -- _ - -- __ _ ___. _. -__ -._ _ - -- SHEET CONTENTS _ _ -- - - - __ 1-11-1 - -- ' :' : : :: •:. - - .... _ - - - - - -- - - -- - - -- _ �_ -- _ - - - -- - - :. �t COARSE GRAINED, NON- PLASIC,LIGHT BROWNISH - - - - - -- . ... .. _ 1111 - -- -- - - -- - - - - - - -- - - - " _: _ _ - -- _ IN NON-PLASTIC i - ED; NON- PLASTIC TO LOW PLAN & LOG OF SOIL - __ . - -_ _- _--- _.._ -_ _-- �-1 -1-1-1_.-- _---- _-- .---- __--- - -. -__ _ __ - _.___ ___ - -____ _- __CLAYEY- SAND:- FINE.TO MEDIUM GRA ED, - . T -__ _ C T,'O tOW PLASTICl _ ___ _ ___ ___ `_ -GRAY, MO�S�f, - MEDIUM DENSE __ -111-1- - - - - -- - - - -- - - _ -- - - _._- ______��___ -_ _ :. _ -. - _ . _ _ 1-1 _ -1-111_- , _ 1-111_- _____.______- : -1 -1 -11. -11 -1 -1 "_______. .: ____ _ __ _ CL ____. _= 1-1-11._ -__' 0.1 - - - -y ?-- - - - D Y Ofi MEDIUM DENSE PLAS ICITYi DARK GRAY;- MOIST, MEDIUM DENSE BORINGS -__ _ . _ _ __ -_ 11 ..11 _ .�__ -__ _. - - -s_ -- . - - - - -_ ;-1-11-1_. - - -- -1-1-11__ _ __ __ .. _ _ __ _._______ _.______.. ___ -1111 -11-1-1_ __ _ ARIA GRA ,_M ST, ___ -1111_. -1-1-1-1_._ _ -1-1-1-1_ -1-1-1-1__ _____ _ ______.____ _ __.____.__._ __ -- -- ___ - - -... _ 1. _ _ -1-1-1-1 _ ___ _ -- - -�'T- _ _ ___ . -- -.__._ _ -- -- ; _ -1-1-11 _ _ ._ .. ___ _.. _ ..__.._ -1-1-1-1__ -_- __ _ -__ _ -. __,_ . _. - - - -_- _ __ 4__. -_ _____._.._ _ __ __ ----- - - - - -- -- - . - - - - ---- -_ - -- _ -- __ - _ _- _ -1-1-11 _ _.. _ .._ _.._____.__._.___ -- - ..__.____.________._.. __ __________i - -- -1-11-1 �. __ , -.__ -. I - i . __._.__ _ .._ ._ _ .� _____.._ .._ __ -___ . -_ _.. __.... -._. -1111_.. -- -11 --1 - -11-1-1_ ... -11 -1 -1. _ _ _ _. ------ _ .____... __ _ 11 -11 -1111.. -4- --- _-- _ -.. -_. - - - _._ 1111 _..._...,__.____._. . _ _ _ _. -_. ._ __ _ _ _ . ----_.______._-- .___ .__.___.__ _�_____. _.________ _. ,..___._ -1111_ ___. _.____.__.____. ___ __ " __.__ ___ _.__. _ _ 1-1-1-1 -_. _ _ _ -.. _ .._._... __ _ _ __. "- _ _ -_ - - -_ - _. ---- - _- ..__. -.._ _ _ ... - -.- _ - -_- -11-11 -._ _._- . -_ -__ _ ._ _ __- _ -11 _ _. _ _ ._____ _..._. - - -- - - ; _. _. . -- . -... _.._ _ 1-111 _.___.____._ .. -11-1-1 -. _..- ._._.____._.._ ... _ _ -1-1-1-1_._ -1111 _ - __. ___ _._ ___ . _._ _.._.._._- .. 12 . I � t i {i F . -. .. _._... -. _ _. _. - .._... __- .. - ". _._.____ ._.._.__..._.___,_ ._. _. _ ,.._ ._. _... .._ -11-11 _. -1111. _ -_ - - ..__ -- ._ -- - - ._ _- - .•_ -- ---._. -11-11 111-1 F •-_- 2 '�; --•- l Y ` -,___- 1111- - - - - - __- --.- - -_" __ -_ --- ; .r.. .__.�. -- -- -- - - - .. -- "_ . --- -- [ S �_._- _._..__....__....,._____.., -.. ..,- ,...M.- 1111.. .__.....__.. ...�... { 1111.. i - _.____.__ -., ._ __._._._ _ _- .- ._- ,._____.___.___ _ _ . _ --. ___...-_._._....- . . __.- _- .- ___._._.> -.. l .. _ .. _ . ._.._ _ _ - __...._.__...... -._ 5 2 _ - . -1 -1 -11 _ __ -_ _L. -- _- -__- 1-11-1__ -- _ _- , -1-1 - -_ ___ _ __- _ -,--.- _ - - , - - - _ _ _ _ _ __ _ _ ___ ___ __.� __ _ _ ___ ___ - _ _ _ -1-1-1-1 _. ___ . __ - _ - _ -1-1-1-1 _ _ -- -1-1-1-1_ _ 1-1-1-1 _ _ __ -- -.. _ . _ ___ -_- - - - -___ _ _i _- . _ _ -- __ -_ _ 7 of _ _ _ _ -1-1-1-1__ -1-1-1-1___ -_ - -_ -_ = _ 14 _ _ - _ - -- - - - - - -- -- ___ _ -1 -1 -1- _ __- -- _- ________ ___ - -_ -- _ _ _ _ _- _ - -1-1-1-1_ -_ _ _ _. _ -__ -111 -1 -___._ --1-1-1-1 _- _- - - - - -_ -_- __. -1-1-1-1__ -_ -- __ -_ - - - - - -- - -_ - -- __ - _-_ _ __. _ _ _ ___._____ _ -1-1-1-1___ -1-11-1_ _ _ _ , ___ _ _ ___ -; _ _ _ . _ _ _- _ _ _ __ -- , ---___ z _- -_ _______ __ - -_ 1_� _ �_ ___. - -_ -_ __- -_ - - -- -1-1-1-1_ . _ _ 1-1-1-1_ -1-11-1_ _ _- -. __ _ __ ___ _ -1-1-1-1__ _ _ _ ` ___ -- . ° 1111 ___ ._ 1 1 -1-1 .. __ _ - -1111__ -1-1-1-1_ _ _ . ! ___ _. -__ _ _ _ -_ _ -1-11-1_ -1-1-1-1_ __ . _ r . __ _ -- -- -._ - _ -_ -_ _ - __ --1 _ . _ .._- - 1 -,1 _ _._ _______. --1-11-1 ._ _ -- . _ -. . , _ . I- - - - . -- - - - -- --------t. - - -- -1111 ' .- -- - - -'.-- - I _ r -1-1-1-1 ___ -__ _ �__.______ _- -1-1-1-1. -_ _ _ - - _ _ - __ -- _ - - -- _- -1-11-1------- _ - - - - -- .-- - ----- ..-. __. - -- -11-11.._ _ ...... ..-- .1-11-1... _ _ . ._ ...._ .. __ . _ _. - -_ .- 1-11-1__. - -- ___ _ _ - -- - -1-1-11... _....... - _ -_ - -.- - -- - - - i _ 3 __. ._, ,. _ ..- ._, .._ i . _. >. ..®....._......_.,__,...._ - -. _._.... 1-111_.. ®__• - -... .. __ ... - - •_ -. f i . _ 1-111. ._._ _ _ ..__..__ q _ ._..._._ _ .. _,. .._'._ _.._. __T .. _ ._ - _ - _ ._.. .. _ _ __. _ 1111_. -111-1 .. ____, 11-11 _._.__.- 1111._ _...__........_....._._.__,... -11-11 ... -. ,. .. -._ .. - _ - . - . -. -- - -- -_. � r -1-11-1.. _ -11-1-1___ ..___,_..._..__ _ -1-111 _ _, _ ._... _ .. _. .__. -1111 -1-1-1-1_ .__., _.. -1111. 3 "I 11 ,_,_ _... _. -111-1. . �_ -1-11-1_ _ . - _ -. __ _ -1-1-1-1__ -111-1 _ __ -111-1_ __ -1--111__ _ . _ .__ - .___ . _ . ___._______.__. _._ -__ - __. - -___ - ___ -_ -_ -- . _ .. - - -- -111. _ o _ _. -_. __ -_ -- - -111-1._ __ __ - _ . _ __ -.- _ _ 11-11... ._ _ _. _- -1-1-1-1___ __ _ _ _ -- _.- _ . -- - -.. --_ _ _ __.._____. _ __ .. __ ..._ - _. _- . - , i _ _ _ -__ -- - -__- __ B-051 {( Y i- i ..._ 1.__. .. ;_ - - j .. 11-11 1111_ -- ... _. 1111 _ __ .. ., ". ._.....- -. ._ _. ___ .._ ;. -_., ____ - -_ " - _ _ .. -. __. -. k ' 14 _. __ _ _ -. -- -- _ _.__. __ _ - - - -- - - -- - - - -_- _ _ _, -_ _ -. __ _ __ - _ _ - 1111 _ _ __ __ 1 ___ _ . - _ _ . - ... _ , ; , __ -_ - -11-1 1 - -- -1-1-1-1 -- -1-11-1_ _ _ -- J . - _ . .. _ _ _ -11-11 _. _ - - - -- - -- - - - - -- - - - - - - - - i - - -1, - -- - -- - - _ ---_ - - - - -- I - _ _ __. _ _j_- --- -- __- _ 1-1-1-1._ - _ _- __ --___ _.__..____. . - -.-__-- _ ___ is _ _. ___._ .__ . ,,._ .. ______.___._ - -_- __. -.- - -- _- ,_ - - -_ __ ________ - -__ _ -11 11 __ - - - - - - - , _ __ _ :_ __. _ _-- 1-111 -_ __ __ __ __ T - __.___..- . 1111 .-- -1-11-1 -- . - 11-11•- .- _.._- - -- 11-1-1 -- __...__ ._._.__._- _ - - -- -11-1-1. -- _ - i--- _....__._ .. . _._ _._. .._..._. - - _ i /0- y1 1; C Q O O Z Q J (L J H Z O U Z O U) O Of W N O U Z ❑ Q U U W o � LO N 0) M O r�: o'RT 0 (0 Vm 0 C:) LO i N x C-0- L_. FILTER F """'^ WOOD POST @ _ I i E r ` r = r r r r i r 1. =r r 1 = r� I t Watts Drive A 12 SILT FENCE NO SCALE I I l I l INLET PROTECTION 3 -SEE C -o21 LLI I 477 1 ,.° r 25' BACK FILL I D603 07/12 INLET PROTECTION - \ B E C -021 WIS CONTRACTOR STAGING AREA ROFA ROF O D D N SD- v 30 SQ I SD TSA STORM SEWER GRATE REINFORCED CORNERS 2 FOOT CONTAINMENT AREA TSA INLET PROTECTION NO SCALE LIFT STRAPS OPTIONAL OVERFLOW PORTS DUMPING STRAPS STORM INLET NOTE: DANDY SACK OR APPROVED EQUIVALENT SHALL BE USED FOR INLET PROTECTION FILTER 0 D 0 D 0 D 1 r' i i it I i #I it I x - -J i s - - -t___i J � I NOTE: CONTRACTOR TO MAINTAIN ACCESS TO ALL HANGARS FOR EMERGENCY VEHICLES AT ALL TIMES. LEGEND: ♦ t ♦ ♦ ♦ + + + ♦ ♦ ♦ ♦ + , ♦ . ♦ ♦ 4 ♦ ♦ ♦ 4 ♦ 4 ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ • ♦ ♦ ♦ t + ♦ ♦e ♦.. ♦..,. ♦., 49 ♦.•• PROJECT AREA t t ♦ ♦ ♦ ♦ ♦ ♦ d ♦ ♦ ♦ t 4 ♦ ♦ ♦ 4+ + 4 t t t ♦ ♦ ♦ ♦ ♦ ♦ t ♦ 1 ♦ ♦ + + + + 4 4 t t ♦ 4 ♦ t ♦ ♦ ♦ 4 ♦ • ♦ ♦ O ♦ O } ♦ t ♦ 4 t ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ , 4 ♦ 4 ♦ 4 ♦ ♦ + t ♦ t ♦ 4 ♦ ♦ ♦ ♦ t • ♦ ♦ ♦ ♦ SILT FENCE 100 Scale: 1:100 ,,.Mead a; un Mead & Hunt, Inc. 133 Aviation Boulevard, Suite 100 Santa Rosa, CA 95403 phone: 707 - 526 -5010 meadhunt.com UJI C 67251 ,F�p. 9 -30 -16 t NUN CAL \F�/ 6/16/15 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 attomeys' 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. AIP NO.: 3 -06- 0323 -19 M &H NO.: 02316 -00- 140954.01 DATE: JUNE �+2�+015 DESIGNED BY: BCS DRAWN BY: TD13 CHECKED BY: MSA DO NOT SCALE DRAWINGS SHEET CONTENTS EROSION CONTROL PLAN AND DETAILS 8 of 14 C -021 /P.1, /)� I— Z W 2 \W W C) Z J Q J W A�LL v! L.L � Q W CD olf Z <O Z Q Q m I- Q Qa U LJL U) Q 0 W m Q 0 W U_ 200 � Uzi O W Y m REVISION AIP NO.: 3 -06- 0323 -19 M &H NO.: 02316 -00- 140954.01 DATE: JUNE �+2�+015 DESIGNED BY: BCS DRAWN BY: TD13 CHECKED BY: MSA DO NOT SCALE DRAWINGS SHEET CONTENTS EROSION CONTROL PLAN AND DETAILS 8 of 14 C -021 /P.1, /)� C� 0 J Q H W Z Q Z Q J Z O H J O 5 W 0 �75 ra r i J Cq LID � N �0 ) F-1 Hl 2 4 3 t I 1 1 eat i 5 1 u n , Mead & Hunt, Inc. 133 Aviation Boulevard, Suite 100 Santa Rosa, CA 95403 Watts Drive phone: 707- 526 -5010 meadhunt.com W -._.— FNC — rvc — FNC -- FNC - FNC - (NC - INC- INC- FNC -y- V FNC -- _ IN-- -C- FNC - FNC - FNC - FNC -FNC - INC- FNC- FNC- INC- FNC -- -FNC- FNC - INC- INC- FNC- I NC- FNC -FNC - FNC -FNC- FNC- - -I N!; FNC - -FNC HANGAR 3 91 � y 4.A BID ALTERNATE NO. 1 PULVERIZE ± 600 SY OF (E) ASPHALT CONCRETE (APPROXIMATE DEPTH OF 4 ") N 2308487.59 E 6263334.18 BID ALT. No. 1 N 2308488.05 E 6263298.18 BID ALT. No. 1 N 2308442.59 E 6263333.60 BID ALT. No. 1 N 2308365.06 E 6263296.61 qD ALT. No. 1 N 2308364.35 E 6263351.60 BID ALT. No. 1 COORDINATES OF BASE FULL DEPTH SAWCUT 12" BID PULVERIZATION AREA OUTSIDE PULVERIZED AREA N CORNERS, TYP, U.N.O. FOR PAVEMENT JOIN (TYP) 2308442 . 48 E 6263342.60 _ N 2308442.35 7 E 6263352.6ifl N 2308427.85 FE 6263352.41 HANGAR2 N 2308390.35 N 2308372.69.'S E 6263351.94 E 6263716.74 �N 2308390.48 E 6263341.94 HANGAR 1 BASE BID PULVERIZE ± 3,205 SY OF (E) ASPHALT CONCRETE (APPROXIMATE DEPTH OF 4 ") LEGEND: N 2308422.23 E 6263792.13 N 2308411.60 E 6263802.50 N 2308359.72 E 6263791.58 FNC - AC PULVERIZATION AREA - BASE BID 1 , 1 I , FNC FNC- , AC PULVERIZATION AREA - ALTERNATE BID NO. 1 0 50 100 Scale: 1:50 CD C 67251 m p.9 -30 -16 OF 6/16/15 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 attomeys' 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 -19 M &H NO.: 02316 -00- 140954.01 DATE: JUNE �+2015 DESIGNED BY: BCS DRAWN BY: TDB CHECKED BY: MSA DO NOT SCALE DRAWINGS SHEET CONTENTS DEMOLITION PLAN AND DETAILS MME C -051 /o.R. icy z W 2 W 0- W z -' W �L�L1 vJ Q W C� Of z Q z Of Q O a W F— Q a U Q D O W I c Q D W LL � = w Uzof O W Y m REVISION AIP NO.: 3 -06- 0323 -19 M &H NO.: 02316 -00- 140954.01 DATE: JUNE �+2015 DESIGNED BY: BCS DRAWN BY: TDB CHECKED BY: MSA DO NOT SCALE DRAWINGS SHEET CONTENTS DEMOLITION PLAN AND DETAILS MME C -051 /o.R. icy V LL 0 Z Z a_ Z 0 F- U) Z W O 4 (L 0) 04 c:) 66 tr C', 04 C:) Lr. W F Mead 14 M I cf) 1 4 u nt INSTALL 24" x 24" CATCH Mead & Hunt, Inc. BASIN w/ PCC COLLAR 133 Aviation Boulevard, -SEE & Suite 100 C -1 o2 Santa Rosa, CA 95403 INSTALL (N) 18" SD PIPE P 707-526-5010 -SEE meadhunt.com Cn C3 Q�OFESS /pN 0 INSTALL (N) 18" SD PIPE STUB 18" SD AND CAP LU C 67251 M p. 9-30-16 -SEE Nis C/01. 1\1 Cf) OF SA 6/16/15 Ne 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, liabilities, jabilifies, losses, and expenses, N15 including attomeys'fees and costs, arising out of such misuse or reuse of the documents. In addition, unauthorized reproduction of these CL documents , in part or as a whole, is prohibited. CIO N15 C-P NS ".SID C3 N15 Air SO > 3.0 60 Scale: 1:30 CONNECT (N) 18" SD PIPE C) Z TO (E) CATCH BASIN < J -SEE SIMILAR 0 LL TAXILANE 3 TAXILANE 1 ILANE 2 W 0 .. az Q O J FZ 0- < 0 Co Z O < LJJ -17 >- � - W < E wPROFILE LEGEND 380— 80 FINISHED GRADE EXISTING GROUND 0 W (E) CATCH BASIN (E) GROUND < STA 0+00 FINISHED GRADE Z 0� 100 RIM=377.35 ± 7T REVISION 18" INV IN 371.80 24" x 24" (N) CATCH BASIN (E) 30" INV OUT 369.4 STA 3+61.07 RIM=378.44 18" INV IN = 373.80 37 -375 18" INV OUT = 373.70 --------- 18" SD 359 LF) -------- CAP 18" SD ---------- s=0.52% --------- — --------- -------- ---------- ---------- J INV. ELEV. 374.00 18' SD (± 38 L F) S=0.52% 37 70 AIP NO.: 3-06-0323-19 M&H NO.: 02316-00-140954.01 DATE: JUNE 2015 DESIGNED BY: BCS DRAWN BY: TDB CHECKED BY: MSA -365 DO NOT SCALE DRAWINGS 365— SHEET CONTENTS co C) 01) 0 00 C14 t- 00 00 STORM DRAIN PLAN i 00 - U� C-0 U� 1111-0 C�' CO Ci Ci U� Cq C14 C4 Ci c6 c6 C6 CO 00 00 00 06 00 06 q6 o6 CO PROFILE M co M M Cn M co M M CO 1+00 2+00 3+00 4+00 10 of 14 STORM DRAIN PROFILE SCALE: HORIZ. 1" = 30' VERT. 1" = 3' C -101 CO I o O 0 z Q J CL W a Z D Z C� D T �o r� _o J LO (0 � N PAVEMENT JOIN EXISTING GRADE VARIES - - - -tom 4 "(E)AC� YVV°ffYffV'V°V°P PRIME COAT (P -602) =. !.i�,l'; _E_l�� i= (E) BASE . PCC VALLEY GUTTER -SEE Lfd PAVEMENT JOIN i o \ PAVEMENT TYPICAL SECTION NO SCALE 5' PAVEMENT JOIN -SEE B C -102 4" (E) AC (E) BASE 3 HMA (P -403) PRIME COAT (P -602) 5" CRUSHED AB (P -209) (100 %) 4" RAP (100 %) 4" SUBGRADE (P -152) (100 %) 6" SUBGRADE (P -152) (95 %) 6" SUBGRADE (P -152) (90 %) SEAL EDGE H 2.5' 2.5' EACH SIDE -SEE C -102 3" AC 1 " 1 /4.. 3" AC TYP• n 3 <a " A n 5 AB �.��.- V V V 5 AB L ° tom_ . V v v V v 1°v fvvvVVV vvvvvvvvvvvv V V V V c7 .,r ., " 11 6" MIN. PCC 6 X 6 #10 WIRE MESH BITUMINOUS PRIME 3" MIN. AGGREGATE BASE (95% RELATIVE COMPACTION) TOOLED CONTROL JOINTS 10' -0" O.C. MAX. 5' WIDE PCC VALLEY GUTTER NO SCALE GALVANIZED FRAME AND GRATE 5 FRAME SIDE BAR ADDITIONAL T & G JOINT AS REQ. FRAME ANGLE PIPE OPENINGS CAST I N PER PLANS REINFORCEMENT ON STRUCTURES PER STANDARD OVER 4' DEEP PRECAST DESIGN HEIGHT AS STORM DRAIN REQUIRED STORM I PIPE OUT DRAIN PIPE IN__C — - Av 1/� �'11 GROUT PIPE IN FORM SLOPED PLACE (TYP) BOTTOM IN FIELD AS NECESSARY NOTE: FRAME, GRATE, AND BOX TO BE HS -20 TRAFFIC RATED. CATCH BASIN NO SCALE SAW CUT AS DIRECTED & APPLY TACK COAT TO 12" MIN. VERTICAL FACE NEW AC — —U AC — — �� VVVVVVV�: V V NEW BASE ° (E) BASE VVVVVVVVI. — f BITUMINOUS PRIME RECOMPACT EXISTING BASE UNDER NEW AC B NT J IN N SCALE JOINT SEALANT ALL AROUND H BEVEL -SEE C -1o2 SIM. CORNER 3" Li 2.5' 13 �— CONTROL JOINT .4 d � - . as . . o a rt . 2.5' 3'± 2.5' 8' VALLEY GUTTER APRON AT CATCH BASIN NO SCALE u ► • COMPACTED SAN AT 100% R.i � 6 a .a E� SECTION VIEW /—NATIVE BACKFILL AT 95% R.C. PIPE DIA. n Q H 3" EXPANSION JOINT' WHERE TRENCHING H UNPAVED AREAS THROUGH (E) PAVEMENT, W PROVIDE JOIN EACH SIDE AC* OF TRENCH w ter AB* -SEE C -102 MIN avavVv°v °vvv� 4v°vcv � Z _,._ AGGREGATE BASE 2 36 11 VVVVVVVVVVVVVVVVVV LL VVVV17VVVVV1; VVV%7V17 VV AT 95% R.C. 17 VVV7VVS:VVVU7 W � Y zz vvvvVVV�rvvVCV m =o ° ° ° °° 1/2 DIA. LL VVVV VVVV O PIPE ° U z� COMPACTED SAND , AT 100% R.0 * AC & AB THICKNESS TO MATCH EXISTING OR PROPOSED DIA. + 12" PAVEMENT. STORM DRAIN SHALL BE INSTALLED BEFORE NEW PAVEMENT IS PLACED IN PAVED AREAS (E) PAVEMENT SECTION PIPE TRENCHING NO SCALE CATCH BASIN -SEE F C -102 LEVEL ACROSS THIS SIDE OF C.B. COLLAR TO CONFORM TO VALLEY GUTTER 6" THICK PCC COLLAR, 2.5' WIDE AROUND GRATED CB VG BEGINNING { '( P PJ� VALLEY GUTTER TRANSITIONS NO SCALE 3/4" + 8r. 1/4" CHAMFER SAW CUT JOINT 1/4" MAX. SILICONE SEALANT dr z t, MIN. 1/2" P.C.C: Y� A CPVM�e 2" VALLEY a .tilltll GUTTER lklllill OR-' 1 l l l l l l l APRON 11 i k l I { � � . pit s n 1" BACKER ROD 3/4" PRE - MOLDED JOINT FILLER NOTES: 1. SAW CUT ASPHALT AND /OR EXPANSION MATERIAL ADJACENT TO JOINT TO WIDTH AND DEPTH SHOWN 2. REMOVE FROM THE JOINT FACES ALL LAITANCE OR SUBSTANCES THAT WOULD ADVERSELY AFFECT SEALANT ADHESION. SEE SPEC. SECTION P -605. EDGE /JOINT SEAL NO SCALE Mead 1, 1 k, un Mead & Hunt, Inc. 133 Aviation Boulevard, Suite 100 Santa Rosa, CA 95403 phone: 707 - 526 -5010 meadhunt.com CO C-9 C 67251 m p. 9 -30 -16 OFC V I\. 9�FAL \F� 6/16/15 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 attomeys' 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. H Z W w ter � d w - � Z _,._ J 2 VALLEY GUTTER TRANSITIONS NO SCALE 3/4" + 8r. 1/4" CHAMFER SAW CUT JOINT 1/4" MAX. SILICONE SEALANT dr z t, MIN. 1/2" P.C.C: Y� A CPVM�e 2" VALLEY a .tilltll GUTTER lklllill OR-' 1 l l l l l l l APRON 11 i k l I { � � . pit s n 1" BACKER ROD 3/4" PRE - MOLDED JOINT FILLER NOTES: 1. SAW CUT ASPHALT AND /OR EXPANSION MATERIAL ADJACENT TO JOINT TO WIDTH AND DEPTH SHOWN 2. REMOVE FROM THE JOINT FACES ALL LAITANCE OR SUBSTANCES THAT WOULD ADVERSELY AFFECT SEALANT ADHESION. SEE SPEC. SECTION P -605. EDGE /JOINT SEAL NO SCALE Mead 1, 1 k, un Mead & Hunt, Inc. 133 Aviation Boulevard, Suite 100 Santa Rosa, CA 95403 phone: 707 - 526 -5010 meadhunt.com CO C-9 C 67251 m p. 9 -30 -16 OFC V I\. 9�FAL \F� 6/16/15 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 attomeys' 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 J Q a_ Z O J W U_ W W m AIP NO.: 3 -06- 0323 -19 M &H NO.: 02316 -00- 140954.01 DATE: JUNE �+2015 DESIGNED BY: BCS DRAWN BY: TDB CHECKED BY: MSA DO NOT SCALE DRAWINGS SHEET CONTENTS PAVING AND DRAINAGE DETAILS 11 of 14 C -102 � 9 17Y H Z W w Q w � Z J J UJ a LL W � Y zz m =o LL U) O W J U z� 0 Q J Q a_ Z O J W U_ W W m AIP NO.: 3 -06- 0323 -19 M &H NO.: 02316 -00- 140954.01 DATE: JUNE �+2015 DESIGNED BY: BCS DRAWN BY: TDB CHECKED BY: MSA DO NOT SCALE DRAWINGS SHEET CONTENTS PAVING AND DRAINAGE DETAILS 11 of 14 C -102 � 9 17Y me 0 375- U) W J_ 0 Z tL Z C) 04 6 U) (9 Z X 0 W C) C) Lf) CY) 04 C:) 04 — C:) U*) C-4 _(_0 -">9 �� \��^ \ / / / \ �� \\ \ � \\ \ \\ 9 Y\ .0 TAXILANE 1 _J C) C) C) 1_4 45' AT C.L. 391'PCC VALLEY GUTTER LEGEND: PROTECT (E) PCC APRON IN PLACE //-378.59± (E) 17.501 8+30 %J I f-% u - %;u.v%j N 2308393.728 E 6264027.034 378.96± (E) P-403 HMA STRUCTURAL SECTION - BASE BID .11111111111111011VAr- 1 2" PAVEMENT JOIN - NEW P-403 - BASE BID & BID ALT. No. I man ........ P-403 HMA STRUCT. SECTION - BID ALTERNATE ITEM I C) BID It 1 00'VERTICAL CURVE MATCH (E) + ALTERNATE No.1 + STA 1+80, BEGIN 21'V.G. FLOWLINE STA 5+50.00 G1 0.60% I., TRANSITION (!'FALL TO C.B. ELEV.) ELEV 379.30 FOR BID ALT. _\ � - 41 EXISTING GRADE GRADE BREAK - B.V.C. G2 -0.52% col IM 0. SLURRY SEAL AREA - BID ALTERNATE ITEM 2 .......... ............ Lo 0 01 Lo - C11 0 0" r" M : 00 CO c co 00 U� 0i W M 0i 00 0i00 600 0600 0 M cf) M CO cn CO M CO co CY) M ce) M cf) W 378.48+—,--"- • (E) 378.36± 378.415± I MATCH (E) r. 379.27± (E) (E) (N) VALLEY GUTTER --- — — — — AC PAVEMENT HANGAR 379.37± (E) (E) (N) ST N -SEE C_102 A, ST 6 +50.00 �Zzl` me 0 375- U) W J_ 0 Z tL Z C) 04 6 U) (9 Z X 0 W C) C) Lf) CY) 04 C:) 04 — C:) U*) C-4 _(_0 -">9 �� \��^ \ / / / \ �� \\ \ � \\ \ \\ 9 Y\ .0 TAXILANE 1 _J C) C) C) 1_4 45' AT C.L. 391'PCC VALLEY GUTTER LEGEND: PROTECT (E) PCC APRON IN PLACE //-378.59± (E) 17.501 8+30 %J I f-% u - %;u.v%j N 2308393.728 E 6264027.034 378.96± (E) P-403 HMA STRUCTURAL SECTION - BASE BID .11111111111111011VAr- 1 2" PAVEMENT JOIN - NEW P-403 - BASE BID & BID ALT. No. I man ........ P-403 HMA STRUCT. SECTION - BID ALTERNATE ITEM I C) BID It 1 00'VERTICAL CURVE MATCH (E) + ALTERNATE No.1 + STA 1+80, BEGIN 21'V.G. FLOWLINE STA 5+50.00 G1 0.60% I., TRANSITION (!'FALL TO C.B. ELEV.) ELEV 379.30 FOR BID ALT. _\ � - 41 EXISTING GRADE GRADE BREAK - B.V.C. G2 -0.52% col IM 0. SLURRY SEAL AREA - BID ALTERNATE ITEM 2 _rVU L /__r U J-t-UU 4+UU EXISTING CENTERLINE F.G. OR TAXI LANE CENTERLINE GRADE, TYP. SIDE EDGE OF SCALE: HORIZ. 1" = 30' VERT. 1"= 3' VALLEY GUTTER, TYP. STA 5+95.00 ELEV 379.50 PROFILE LEGEND EXISTING GROUND FINISHED GRADE ti+UU STA 6+75.00 ELEV 378.85 380 GRADE BREAK LIO—.81% 1 37 [+UU 127.5'PCC VALLEY GUTTER 10'V.G. FLOWLINE TRANSITION -SEE --- EXISTING GRADE FINISH 4— -().27-04 GRADE NOTE: FG PROFILE ELEVATIONS GIVEN ARE FOR —J THE OUTSIDE EDGES OF THE VALLEY GUTTER. DASHED LINE INDICATES 1" DEEP FLOWLINE STA 8 02.50 ELEV 78.50 END V.G - E.P. Cn "I '0 04 Lo 0 01 Lo - C11 0 0" r" M : 00 CO c co 00 U� 0i W M 0i 00 0i00 600 0600 o6OO 0 M cf) M CO cn CO M CO co CY) M ce) M cf) W Z < W LL ST 6 +00.00 ST 6 +50.00 Of < W (D V Z <O Z 0 o- M < as 0 LL U) F— Z 0WJ Cal < W ct M U) of OW Z W W EL =-V 379.60 EL =_V 379.34 MATCH FOR BASE (E) BID NE CATCH BASIN NOTE: FG PROFILE ELEVATIONS GIVEN ARE FOR THE OUTSIDE EDGES OF THE VALLEY GUTTER. DASHED LINE INDICATES 1" DEEP FLOWLINE FINAL OF GRADE, VALLEY SIDES GUTTER 10'V.G. TRANSITION FLOWLINE -$)EE V. 11. 1. E. (.C. STA ELEV E.P. 8+02.50-1 378.55 0') It OD to It c)6� 06� C:) Lt) c6 ce) C) C11 cc) c6 M M C) U� CC) c6 rl_ r__ CY) M� C) Lo c) c6 06100 1 CY) M (y) L" 00 c6 r.- M M 00 "'o co cc) c6 r-_ CY) (y) C) cc) c6 � CY) or) CR cf) (3) cO 6 fZ ce) M Ict co cc) 600 c1f) cy) 0') "t C> 6 IZZ c1r) M It C', 0) cc) 6 M M 0) CR M cc) M M 11, C6 '706 M CY) 0') 00 04 Oi IZ- M M It Or N M Ci f- M M C) C! M fl- I-- CY) M U') 04 C)i 0) CY) M C-) 'T " 't 6 I M CY) LO 04 0M Lq 0i r1_ c1r) M C) co Oi LQ M M C14 "t U-),q3- Oi IP M M Co T--,qt Oi U� M M NT C14 Oi CO M T-- Ci C4 0) 0) I I,- cf) M C\1 G)o Oi 0) r*- r%- Or) M 00 Lf) C) 0i 0i I N. Cl) or) LO ;T 0� OR 00 00 I r- M M 04 00 0)(0 06 00 I fir` ce) cf) 0') 00 It o6 ,6 P CY) (y) CO L0 06 f'- CY) _rVU L /__r U J-t-UU 4+UU EXISTING CENTERLINE F.G. OR TAXI LANE CENTERLINE GRADE, TYP. SIDE EDGE OF SCALE: HORIZ. 1" = 30' VERT. 1"= 3' VALLEY GUTTER, TYP. STA 5+95.00 ELEV 379.50 PROFILE LEGEND EXISTING GROUND FINISHED GRADE ti+UU STA 6+75.00 ELEV 378.85 380 GRADE BREAK LIO—.81% 1 37 [+UU 127.5'PCC VALLEY GUTTER 10'V.G. FLOWLINE TRANSITION -SEE --- EXISTING GRADE FINISH 4— -().27-04 GRADE NOTE: FG PROFILE ELEVATIONS GIVEN ARE FOR —J THE OUTSIDE EDGES OF THE VALLEY GUTTER. DASHED LINE INDICATES 1" DEEP FLOWLINE STA 8 02.50 ELEV 78.50 END V.G - E.P. Cn "I '0 04 Lo 0 01 Lo - C11 0 0" r" M : 00 CO c co 00 U� 0i W M 0i 00 0i00 600 0600 o6OO W M cf) M CO cn CO M CO co CY) M ce) M cf) �;Jalll Ire 375 M ead IJ u nt Mead & Hunt, Inc. 133 Aviation Boulevard, Suite 100 Santa Rosa, CA 95403 phone: 707-526-5010 meadhunt.com Q�OF ESS /p A Q) UJ C 67251 M CY-1 p.9 -30 -16 CIVIC 6/16/15 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 haradess from all claims, damages, liabilities, losses, and expenses, including affameysfees 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 380 AIP NO.: 3-06-0323-19 M&H NO.: 02316-00-140954.01 DATE: JUNE 2015 DESIGNED BY: BCS DRAWN BY: TDB CHECKED BY: MSA DO NOT SCALE DRAWINGS SHEET CONTENTS 375 PLAN AND PROFILE PHASE 1 6+00 7+00 8+00 WEST VALLEY GUTTER CENTERLINE SCALE: HORIZ. 1" = 30' VERT. 1"= 3' 12 of 14 C-201 /0-7- /a Z W 2 W W Z < W LL U) Of < W (D V Z <O Z 0 o- M < as 0 LL U) F— Z 0WJ Cal < W ct M U) of OW Z W W REVISION 380 AIP NO.: 3-06-0323-19 M&H NO.: 02316-00-140954.01 DATE: JUNE 2015 DESIGNED BY: BCS DRAWN BY: TDB CHECKED BY: MSA DO NOT SCALE DRAWINGS SHEET CONTENTS 375 PLAN AND PROFILE PHASE 1 6+00 7+00 8+00 WEST VALLEY GUTTER CENTERLINE SCALE: HORIZ. 1" = 30' VERT. 1"= 3' 12 of 14 C-201 /0-7- /a Z Z ry co Z 0 W C) q 0- Lf) O h c'q- C 11 0") °o Lo C:) C:) 04 LID X co WATTS DRIVE —INC— INC-,--", FNI—Fll I— T 11( 11— 111 FlS — NC—FNC— INC— INC —IN0— INC— 11C— FN ',,C— 'NC—"C— :.'C— INC— '.C— I"'— IN,— INC— "r— I"';— "W "No U . 'C I 'c "'C IN, 'N' 'NC INC INC E E I BID AL TERNA TE NO. I ONLY APPLY 6" WIDE YELLOW TAXILANE CENTERLINE MARKING WITH 6" WIDE BLACK OUTLINE MARKING EACH SIDE, TYPICAL 6" YELLOW TAXIWAY CENTERLINE MARKING, TYP. IX K = JZ).U' RAD. PT. = N 2, 308, 361.02 E 6,263,280.27 MATCH (E) MATCH (E) N 2,308,288.56± E 6,263,288.59± N 2,308,273.85± E 6,263,314.59± N 2,308,263.29± E 6,263,314.25± MATCH (E) N 2,308,242.80± --E-6-,263-,320-:94± N 2,308,488.19 E 6,263,316.26 =1 [a R = 35.0' RAID. PT. N 2,308,444.37 E 6,263,350.92 N 2,308,409.37 E 6,263,350.82 K = 150M, RAD. PT. N 2,308,374.37 E 6,263,350.37 K = JO.U' RAD. PT. N 2,308,308.76 E 6,263,317.18 R = 35.0' RAD. PT. N 2,308,303.40 E 6,263,344.82 N 2,308,273.11 E 6,263,367.52 R = 35.0' RAD. PT. = N 2,308,262.99 E 6,263,349.50 35.0' RAD. PT. N 2,308,238.11 E 6,263,367.07 MATCH (E) —7777 1111,77117,711 11111117,7777777-177-1;,7- 0 30 60 Scale: 1:30 t PAVEMENT MARKING NOTES: 1. ALL WORK ON THIS SHEET IS UNDER BID ALTERNATE NO. 1 2. YELLOW PAINT SHALL BE APPLIED WITH REFLECTIVE MEDIA. BLACK SHALL SHALL NOT HAVE REFLECTIVE MEDIA. X NC-- i N, I N FNJ - - - -------- kDING IS BLACK ARK SHADING IS w/ REFLECTIVE GLASS BEADS 18" TOTAL (3 - 6" WIDE STRIPES) ri BID ALTERNATE NO. 1 TAXILANE MARKING DETAIL NO SCALE Mead 1 1 un t Mead & Hunt, Inc. 133 Aviation Boulevard, Suite 100 Santa Rosa, CA 95403 phone: 707-526-5010 meadhunt.com ESS/ �� '�� /OFF Lij C 67251 CY-1 fxp. 9-30-16 6/16/15 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 attomeys'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.: 3-06-0323-19 M&H NO.: 02316-00-140954.01 DATE: JUNE 2015 DESIGNED BY: BCS DRAWN BY: TD13 CHECKED BY: MSA DO NOT SCALE DRAWINGS SHEET CONTENTS MARKING PLAN 13 of 14 C-651 /0-11 14 1- Z W 2 W n W Z < W U. U) ry < W (D Z Z 0 D- < < 0 < U. U) <F— Z D 0WJ M < W LL C/) —OW Uzi W m REVISION AIP NO.: 3-06-0323-19 M&H NO.: 02316-00-140954.01 DATE: JUNE 2015 DESIGNED BY: BCS DRAWN BY: TD13 CHECKED BY: MSA DO NOT SCALE DRAWINGS SHEET CONTENTS MARKING PLAN 13 of 14 C-651 /0-11 14 7 LO to d� LO O N LO N CD