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HomeMy WebLinkAbout10.9-142W W W J W Z W (D VICINITY MAP BAKERSFIELD MUNICIPAL AIRPOR T 0 1 2 Scale in Miles NO TE. - THE CON TRA C TOR MUST POSSESS THE FOLL O WING VALID LICENSES: CLASS 4 NO TE: THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE AT 811, 48 HOURS PRIOR TO EXCA VA TION. KEF",SFIELD PUBLIC WORKS DEPARTMENT NIC'0*11 L AIRPORT TAXIL,AN PAV M t1IT .ITATION CITY PROJECT NO. P51<203 A.I.P. PROJECT NO. 3-06-0323-19 PROJECT DESCRIP-BION FULL PAVEMENT RECONSTRUCTION PAVEMENT PULVERIZATION AND RECYCLING UNCLASSIFIED EXCAVATION SLURRY SEAL DRAINAGE INLET AND PIPE CONSTRUCTION PAVEMENT MARKING LO(]'ATION MAP VISALIA 0 30 60 Scale in Miles rNJ BAKERSFIELD 119 TAFT 166 58 14 15i BAKERSFIELD) MUNICIPAL �' MOJA VE 33 AIRPOR T GO) MAN. ' 14 138 ( 555 LANCASTER dos An9% 126 fY NEWHALL 14 CITY STANDARDS BAKERSFIELD SUBDIVISION AND ENGINEERING DESIGN MANUAL LA TEST EDITION STATE STANDARDS 2010 FAA AC 150/5370-10G STD. FOR SPEC CONST. OF Alp. ��1PPROVEO BY= I NICOLAS FIDLER, R.C.E. 61059,=/PIRES 12-31-16 DATE IUBLIC WORKS DIRECTOR ■ APPROVAL RECOMMENDED 3*�: .C:),�Fv­ ASSISTANT PUBLIC WORKS DIRECTOR DATE i. (— i i t i v CiV[L EN6iNEEP- IV- SI6/V E1V6;MEr6R.%A/G 6/2q/els _ ,.. \V/ PUBLIC WORKS OP A T IONS MAN4 GER/AIRPORT MANAGER Meaiil unu Mead & Hunt, Inc. 133 Aviation Boulevard, Suite 100 Santa Rosa, CA 95403 phone: 707-526-5010 meadhunt.corj 6/16/15 These documents shall not be used =or 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, arsing out cf such misuse or reuse of the documents. In addition, unauthorized reproduction :)f these documents, in part or as a whole, is prohibited. REVISION AIP NO.: 3-06-0323-19 M&H NO.: 02316-00-140354.01 DATE: JUNE 2015 DESIGNED BY: BCS DRAWN BY: TDB CHECKED BY: MSA DO NOT SCALE DRAWINGS ll� SHEET CONTENTS COVER SHEET 1 of 14 9,s I G-001 T I— Z W 2 W Q W [] Z � Q � W LL U Q W (D Z Z QCa 2 m a LL U) < z W =� o m w LL U 0 Z W Of Y m REVISION AIP NO.: 3-06-0323-19 M&H NO.: 02316-00-140354.01 DATE: JUNE 2015 DESIGNED BY: BCS DRAWN BY: TDB CHECKED BY: MSA DO NOT SCALE DRAWINGS ll� SHEET CONTENTS COVER SHEET 1 of 14 9,s I G-001 T DRAWING LEGEND EXISTING PROPOSED EXISTING PROPOSED AC PAVEMENT REFLECTORS , N/A PCC PAVEMENT PAPI N/A AGGREGATE BASE 177,'7°77_ -' 'l__ _ _ WATER W — N/A SLURRY SEAL —� WATER VALVE N/A ELEVATION x100.00 X100.00 IRRIGATION LINE IRR N/A BENCHMARK G-002 INDEX LEGEND AND ABBREVIATIONS FIRE HYDRANT N/A N/A N/A MONUMENT G-021 PROJECT LAYOUT PLAN SANITARY SEWER SS TOPOGRAPHIC CONTOUR �-- N/A CLEAN OUT APPROXIMATE DAYLIGHT N/A N/A STORM DRAIN SD __ SD -- PROPERTY — — — N/A CATCH BASIN y EB B FENCE FNC N/A MANHOLE O N/A GATE x x N/A FLOW LINE BUILDING .,' N/A RUNWAY OBJECT FREE AREA ROFA ROFA ELECTRIC E N/A TAXIWAY OBJECT FREE AREA TOFA — TOFA — DIRECT BURIED CABLE DB DB N/A OBSTACLE FREE ZONE OFZ OFZ PULL BOX N/A RUNWAY SAFETY AREA — RSA --- — RSA SIGN N/A TAXIWAY SAFETY AREA TSA TSA BARRICADE N/A WARNING IF THE SCALE BAR AT RIGHT DOES NOT MEASURE 1.0 INCH, THEN THIS PLAN SET IS NOT PRINTED FULL SCALE 0 1.0" SILT FENCE N/A t c+ c+ n C-201 PLAN AND PROFILE PHASE 1 AC PAVEMENT JOIN N/A PAVEMENT REMOVAL N/A C-651 MARKING PLAN Meac 133 AviE Santa R phone: meE These documentt, any purpose or j; intended. Mead 8 the client and heli damages, liabilitie INDEX OF DRAWINGS including such such misuse useoror ri addition, unauthoi -- Sheet Drawing Title documents, in pa 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 z W 5 G-082 CONSTRUCTION SAFETY AND PHASING PLAN - PHASES 2 & ; 2 6 G-083 CONSTRUCTION SAFETY AND PHASING PLAN - PHASES 4 & 5 W 7 B-051 PLAN & LOG OF SOIL BORINGS Q 8 C-021 EROSION CONTROL PLAN AND DETAILS W 9 C-051 DEMOLITION PLAN AND DETAILS ID z 10 C-101 STORM DRAIN PLAN & PROFILE J Q J 11 C-102 PAVING AND DRAINAGE DETAILS W 12 C-201 PLAN AND PROFILE PHASE 1 13 C-651 MARKING PLAN 14 0-901 CROSS SECTIONS Q W C� z LL U) O W ABBREVIATIONS — I Uz i AB AGGREGATE BASE G GAS LINE AOA AIRCRAFT OPERATIONS AREARCP GALV GALVANIZED REINFORCED CONCRETE PIPE REVISION AC ASPF�ALT CONCRETE G GRADE BREAK REQ REQUIRED ASB AGGREGATE SUB -BASE S GROUND SHOT RP RADIUS POINT AWG AMERICAN WIRE GAUGE HM HMA HOT MIX ASPHALT RWA RESTRICTED WORK AREA BC BEGINNING OF CURVE HORIZ HORIZONTAL RWY RUNWAY BLDG BUILDING HIGH POINT SD STORM DRAIN BM BENCHMARK IE INVERT ELEVATION SDMH STORM DRAIN MANHOLE BVC BEGIN VERTICAL CURVE L L LENGTH SG STRAIGHT GRADE CL CENTERLINE LINEAL FEET SH SHOULDER MAXLF CHAIN LINK FENCE M MAXIMUM SIM SIMILAR CB CATC-I BASIN MID MID POINT SS SANITARY SEWER CMP CORRUGATED METAL PIPE MIN MINIMUM SSMH SANITARY SEWER MANHOLE DB DI DIRECT BURIAL MIRL MEDIUM INTENSITY RUNWAY LIGHTING STA STATION DIA or 0 DROP INLET MITL DIAMETER MEDIUM INTENSITY TAXIWAY LIGHTING STD T STANDARD TELEPHONE LINE (E) EXISTING (N) NIC NEW NOT IN CONTRACT TC TOP OF CURB OR CONCRETE AIPNO.: 3-06-0; : E ELECTRICAL LINE OC ON CENTER TG TOP OF GRATE M&H NO.: 02316-1 EC END CF CURVE PB PULLBOX T/L TAXILANE DATE: JUNE EG EXIST'.NG GRADE (OR GROUND � PC POINT OF CURVATURE TOE TOE OF BANK DESIGNED BY: BC; EL EP ELEVATION PCC PORTLAND CEMENT CONCRETE TOP TOP OF BANK DRAWN BY: TDI EDGE OF PAVEMENT PI POINT OF INTERSECTION TSA TAXIWAY SAFETY AREA CHECKED BY: MSI EVC END VERTICAL CURVE PIP PROTECT IN PLACE TWY TAXIWAY DONOTSCALEI FAA FEDERAL AVIATION ADMINISTRATION PRC POINT OF REVERSE CURVATURE TYPICAL SHEET CONTENTS FBO FIXED BASE OPERATOR PT POINT OF TANGENCY UD UD UNDERDRAIN INDEX LEGE FF FINISH FLOOR PVC POLY -VINYL CHLORIDE USA UNDERGROUND SERVICE ALERT ABBREVIATI FG FH FINISH GRADE PVI FIRE HYDRANT POINT OF VERTICAL INTERSECTION VERT VG VERTICAL VALLEY GUTTER FL FLOW LINE R RAP RADIUS RECYCLED ASPHALT PAVEMENT W WATER LINE FR FLUSHING RISER R&R REMOVE & REPLACE W/ WITH F FUTURE RC RELATIVE COMPACTION W/O WV WITHOUT 27 WATER VALVE - WWN1 WELDED WIRE MESH G-0 n F- W W J W Z W CD 0 0 r C� U) U 0 Q U U W F- C:) 4 Ll- Lr)OC)� C) 0 o N CV lf� �O CV X m ACCESS ROUTE Michael DeLaCruz From: Brett Siweck < Brett.Siweck@ mead hu nt.com > Sent: Wednesday, April 06, 2016 9:35 AM To: Michael DeLaCruz Cc: Stuart Patteson; Bob Casagrande Subject: L45 survey control update Attachments: 140938.csv Mike, I just left you a voicemail. I have spoken to our Surveyor and think we can provide a slight adjustment to the data supplied on drawing G-021. If you can discuss with the Contractor, we believe they may be able to enter the new information into their software and it may satisfactorily address the issue. The attached .csv file is something they can import directly into AutoCAD. Adjusted data. Point Northing Easting Elevation Description 100 2308018.594 6264384.073 377.918 FND CNC MON N. END RUNWAY 101 2304033.306 6264723.922 371.982 FND CNC MON S. END RUNWAY If this takes care of it, we'll issue a revised drawing to officially make the change. Brett Siweck, PE I Civil Engineer – Aviation Services Mead & Hunt 1 133 Aviation Boulevard, Suite 100 1 Santa Rosa, CA 95403 Direct: 707-284-8673 1 Mobile: 707-291-4110 1 Main: 707-526-5010 urCl —.;v— ck@meadhunt.com I meadhunt.com SOUTH UNION AVE. Li 'Y MADISON AVE SURVEY MONUMENTS 50 NORTHING EASTING ELEVATION DESCRIPTION 1 2306070.0164 6262462.0567 378.566 PKNAIL 100 2308017.8647 6264384.7809 377.600 PKNAIL 101 2304032.4590 6264724.6747 371.662 PKNAIL DATUM: HORIZONTAL: NAD83 VERTICAL: NAVD 88 STATE PLANE COORDINATE SYSTEM �— ROFA --ROFA —�"'— ROFP. �'"— ROFA— ROFA FA —�-- ROFA— ROFA onFA --- RO 101 ' o COY AVE I I I i�OFA O RSA v �-- RSA p n D 0 LEGEND: RSA RUNWAY SAFETY AREA ROFA RUNWAY OBJECT FREE AREA — TOFA TAXIWAY OBJECT FREE AREA TSA TAXILANE OBJECT FREE AREA PHASE 1 PROJECT AREA 0 200 400 MMMMO Scale: 1:200 NOTES: 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 Z 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 W 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 W 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 5' 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 W 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 Q PUBLIC WORKS OFFICE PRIOR TO THE COMMENCEMENT OF WORK. 6. GATE TO BE MANNED BY CONTRACTOR WHEN OPEN i Mead I u n t Mead & Hunt, Inc. 133 Aviation Boulevard, Suite 100 Santa Rosa, CA 95403 phone: 707-526-5010 meadhunt.cem QROFESS/p�,'\ COD LLJ C 67251 t� m p. 9-30-16 sq� CIVIL��� 6/16/15 These documents shall not be usEc for any purpose or project for which is not intended. Mead & Hunt shall be ircemnified by the client and held harmless from al claims, damages, liabilities, losses, and e:q=es, including attomeys' fees and cost ,arising out of such misuse or reuse of the docu rents. In addition, unauthorized reproducticI of these documents, in partor as a whole, s 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 PROJECT LAYOUI- PLAN 3 of 14 G-021 Z W W n� W Z Q W U)n/ W Q W C� O Z � _ _0 a_ LL. Q �Q- z � O W J i- H ImLu Q 2 LL - UZW O W Y 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 PROJECT LAYOUI- PLAN 3 of 14 G-021 C� 0 I-_ W 2 J W Z W C7 �ck5 r U., N � N 0 I I I I I W I I I I P CONTRACTOR = ACCESS I ROUTE z� LL 3F OMNIDIRECTIONAL SOLAR POWERED RED FLASHERS WATER RELEASE VALVE FNC f:NC;- FNC- I"NC.- I' I f I• I S , I Watts Drive PIC —FtiC—.:,�.. FN.','--FNC—FNC—FNC-1--FNC—I:NC �- —�-- T—r— FNC—FNC—;NC—FNC—Ffn':—FNC—FIJC—>NC—FNC--„ --� f �I I ,.l j \AREA CLOSED TO AIRCRAFT I i •I I QFE�I l A INSTALL LOW PROFILE BARRICADES, TYP. \ A -SEE G -o81 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. I I i <18rr $k, MIN. 6" ORANGE REFLECTIVE STRIPES LOW PROFILE BARRICADE DETAIL NO SCALE 9 \ C\� L� J L \�\\\ \\\\\\\\ \\\ \\\ \\\ \\ N \\\ \\\ \\\ \\\ \\\ \ �. PHASE 1 WORK AREA, y INSTALL 18" S.D. y _ Z0. S'- O,� 3D;, SD_— — 30 SD CONSTRUCTION BARRICADE NOTES: AIRPORT BOUNDARY 500' 150' IROFA ROFA ROF ROFA 5' ROFA o (nD D D )> 300' CONTRACTOR STAGING AND 0 EQUIPMENT STORAGE AREA r--- 3 SU � 30" SD v -- 30� :_ v n 8 O' TOFA =- TOFA > r TOFA 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. TOFA TOFA 1O T \ �\ PHASE 1_ TAXIWAY F D� i '10 iD i o � -n O i D -" ,D I LEGEND: LOW PROFILE BARRICACE — RSA RUNWAY SAFETY AREA — ROFA RUNWAY OBJECT FREE AREA — TOFA TAXIWAY OBJECT FREE AREA — TSA TAXILANE OBJECT FREE AREA WORK AREA W AREA CLOSED TO AIRCR-\FT \\\\\ \ CONTRACTOR ACCESS ROUTE PHASE 1 DESCRIPTION 0 D 0 D 0 D 0 100 2( Scale: 1:100 I W 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 1 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 a Un Mead & Hunt, Inc. 133 Aviation Boulevard, Suite 100 Santa Rosa, CA 95403 Phone: 707-526-5010 meadhunt.com 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 a!I claims, damages, liabilities, losses, and exoenses, 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, s prohibited. REVISION AIP NO.: 3-06-0323-19 M&H NO.: 02316-00-140954.01 DATE: JUNE 2/�015 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 Z CW G W W Z Ja W� �LL ^ W C� 0' Z ZCL Q = ® < W F a L <F-- Q Z D O Wrn �-'W _J Q W U_ W UZof OW W < m REVISION AIP NO.: 3-06-0323-19 M&H NO.: 02316-00-140954.01 DATE: JUNE 2/�015 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 F– W W 2 U) J W Z W C� 0 0 6 U) Z D 0 U 2 U W o � o - LO rn to C) 'o d 0 _o COO N O N ftftwn� nk CONTRACTOR ACCESS ROUTE Watts Drive F:NC--FNC—FNC--f' NC— FNC--IC,—"PC—FNC—F\C—rNC—rN:;—F C --4c _ FN;;--rMC;--rNC— FN:;--FNC—I-�:C—. —FI:C �-r•J[�-;J �I PHASE 2 WORK AREA I INSTALL C.B. AND 18" S.D., PULVERIZE AND BLEND A.C. LL II A INSTALL LOW PROFILE — BARRICADES, TYP. � A -SEE G-os1 TAXIWAY H TOFA NORTH OF TAXIWAY F WILL BE TEMPORARILY ADJUSTED TO 80' WIDE DURING CONSTRUCTION PHASES 1, 2, 3 & 4 DURATION ONLY. A NOTAM WILL BE ISSUED TO TEMPORARILY RESTRICT AIRCRAFT OVER 80 -FOOT WING SPAN. SEE "ADDITIONAL NOTES" IN SUMMARY BELOW. i I I W I� �I e I D CONTRACTOR ACCESS ROUTE II <I I Watts Drive —) M— —11 1 TBOUNDARY I i i 0 100 200 Q n n Q � j� //��/1/ //!/////! 147E �.,4� �y�jy7 , \ Scale: 1:100 'i2/+0D:�*(i4:i:, Yj3 _ 500' ANSA LOSL" ,,,//, ,J \� OFA \\ROFA \\ \ \ 5' \ � / _� F ROFA — OFA __— R r 51 0 \\ \ \\ \\ \ N D > N \\ \\ \\ \\ \\ _n �> v 300 CONTRACTOR STAGING AND xz EQUIPMENT STORAGE AREA0 CLOSEDSD m / AREA CLOSED TO AIRCRAFT.0000", — y `�O 9L- SD 30" 30' SD 0. 0' 01<1-- — N I v v I o TOFA TOFA --- TOFA --r- _TAXIWAY F ---- ---- - C MC— F\r—FNC—F`Z:—L\'—�_rh^_'C—FIC— FNC— FN.'.'_Q\ IN:: — FNC— F':__ F•.:—FITC— RIC— F.1— W �> & - \ TOFA TOFA cin N i > > `3 1 I _H C: SOT O ' Z CADv �xo> PHASE 2 I' EARTHWORK, VALLEY GUTTER, I. AND P-209 PLACEMEN ` INSTALL LOW PROFILE BARRICADES, TYP. A -SEE G -o81 AREA • AIRCRAFT Lf --- ' _ y 0 1 I CD E —rn 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. i t _ • SCOPE OF WORK - PERFORM EARTHWORK OPERATIONS IN THE CLOSED TAXILANE AREA TO W, PROPERLY RECOMPACT EXISTING SOILS TO THEIR PROPER DEPTH AND RELATIVE COMPACTION; PLACE :,ATCH BASIN, CONSTRUCT STORM I {i T W AIRPORT BOUNDARY 0 100 200 Scale: 1:100 77. 500' ..f-150' � ROFA ,�— PROVIDE TRENCH PLATES OVER BACK-FILLED TRENCH, MIN. 36' WIDE, MOVE BARRICADES TO EDGES 0 ►o�'cA `y- ti / ROFA ROFA f20FA 0 z > D � D > 300' _ D so 30 SD D 0 30 O J� - 30"' SO- D-- 30' SD 30" SD----- o � � D D TOFA n TOFA 3 TOFA –1 (nc TAXIWAY IFAll r TOFA TOFA ,o CrI� s C� Z u, SOT O z > ` D PHASE 3 D>1I PHASE 2 DESCRIPTION Mead PHASING LIMITATIONS. THE FOLLOWING PHASING RESTRICTIONS APPLY: Mead & Hunt. Inc. • RUNWAY LIGHTS SHALL BE OPERATIONAL AT ALL TIMES FOR ALL PHASES EXCEPT IF AN 133 Aviation Boulevard, APPROVED AIRPORT CLOSURE PERIOD IS GRANTED BY THE CITY. NONE IS ANTICIPATED FOR Suite 100 THIS PROJECT. Santa Rosa, CA 95403 • PRIOR TO REOPENING AOA PAVEMENTS TO TRAFFIC, THE AREAS MUST BE SAFETY COMPLIANT phone: 707-52E-5010 PER SECTION IV -Q "PROTECTION OF RUNWAY AND TAXIWAY CRITICAL AREAS" AND meadhunt.c(')m SATISFACTORILY INSPECTED BY AIRPORT STAFF. Q�OFESS/6�\ PHASE 2 - PULVERIZE AND STOCKPILE EXISTING ASPHALT PAVEMENT. PHASE 2 SHALL CONSIST OF CLOSING AN ADDITIONAL TAXILANE (THE ONE JUST NORTH OF THE GO PHASE 1 CLOSURE) IN ORDER TO PULVERIZE AND STOCKPILE THE EXISTING ASPHALT PAVEMENT LUC 67251 m AREA TO BE RECONSTRUCTED FOR THIS PROJECT. p. 9-30-16 PHASE 2 SUMMARY _ SCOPE OF WORK - PULVERIZE `q CIVIC �P\ • TAXILANE S SHOWN ON HIS SHEDET.TOCKPILE EXISTING ASPHALT IN THE NORTHERN CLOSED OFFCAUFC • CONTRACTOR ACCESS WILL BE TO CROSS TAXIWAY H SOUTH OF THE SOUTHERNMOST 6/16/15 TAXILANE WHICH WILL BE RE -OPENED DURING THIS PHASE BY PLACING STEEL TRENCH PLATES These documents shall not be us, �dfor ACROSS THE STORM DRAIN TRENCH WHICH IS TO BE BACKFILLED TO WITHIN 3 INCHES OF any purpose or project for which tis not FINISHED GRADE DURING PHASE 1 WORK, BUT WILL NOT BE PAVED UNTIL PHASE 4 WORK. thendentandd. hBHunmlesst shall from allclnms, the client and held harmless from all claims, • AREA CLOSED TO AIRCRAFT OPERATIONS -THE THIRD TAXILANE FROM THE NORTH IN THE damagas, ttorneys, esses,ande<penses, inch mg use or re fees and cost:, arising oct of NORTHEAST HANGAR TAXILANE SYSTEM AS SHOWN ON THIS SHEET. such misuseuse reproof the dctic.1 of s addition, unauthorized reproductic � of (hese • TAXIWAY H TOFA WILL CONTINUE TO BE REDUCED IN WIDTH PER NOTAM ISSUED FOR THE documents ,inpart orasawhole, sprohibitl:d. PROJECT DURATION TO RESTRICT LARGER AIRCRAFT BECAUSE THE PHASE 2 PULVERIZATION AREA IS PARTIALLY WITHIN THE TAXIWAY TOFA. DURATION OF CLOSURE FOR PHASE 2 WORK IS APPROXIMATELY 2 WORKING DAYS. ADDITIONAL PHASING NOTES. z • ONLY "LOW PROFILE:' BARRICADES SHALL BE PLACED AS SHOWN ON THE PLANS TO CLOSE THE W WORK ZONE TO TRA5 TRAFFIC AND APPROPRIATE ACTIONS SHALL BE TAKEN TO PROVIDE SAFE G TRAVEL LANES FOR CONTRACTOR TRAFFIC WITHIN THE AOA. W • 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. Q LOW PROFILE BARRICADES WILL BE PLACED 45' FROM THE TAXIWAY CENTERLINE TO ALLOW A MINIMUM OF & WING TIP CLEARANCE FROM THE BARRICADES. ALL CONSTRUCTION WORK AND EQUIPMENT WILL BE EAST OF THE BARRICADES. THIS NOTAM SHALL REMAIN ACTIVE FOR THE W DURATION OF THE PROJECT. Q Z J J Q W L PHASE 3 DEOf SCRIPTIO �_i rr< PHASING LIMITATIONS. W V U sez7 THE FOLLOWING PHASING RESTRICTIONS APPLY: Of R • RUNWAY LIGHTS SF-�ALL BE OPERATIONAL AT ALL TIMES FOR ALL PHASES EXCEPT IF AN O J �.._ APPROVED AIRPORT CLOSURE PERIOD IS GRANTED BY THE CITY. NONE IS ANTICIPATED FOR � W THIS PROJECT. (0 �U • PRIOR TO REOPENING AOA PAVEMENTS TO TRAFFIC, THE AREAS MUST BE SAFETY COMPLIANT Q U. ~ z Z) PER SECTION IV.Q "PROTECTION OF RUNWAY AND TAXIWAY CRITICAL AREAS" AND O W "'� 2 SATISFACTORILY INS;=ECTED BY AIRPORT STAFF. _ p �— Im Q W LL PHASE 3 - EARTHWORK AND VALLEY GUTTER CONSTRUCTION. PHASE 3 SHALL CONSIST OF KEEPING THE SINGLE TAXILANE CLOSED WHILE OVEREXCAVATION, W Y RECOMPACTION AND P-209 AGGREGATE BASEROCK IS PLACED FOR THE NEW TAXILANE z Q m STRUCTURAL PAVEMENT SECTION. THE STORM DRAIN PIPING WILL BE EXTENDED INTO THE RE -COMPACTED SUBGRADE= AREA TO A NEW CATCH BASIN LOCATED AT THE END OF THE NEW REVISION VALLEY GUTTER. THE VA -LEY GUTTER AND CONCRETE COLLAR AROUND THE NEWLY INSTALLED CATCH BASIN WILL BE CONSTRUCTED. PHASE 3 SUMMARY • SCOPE OF WORK - PERFORM EARTHWORK OPERATIONS IN THE CLOSED TAXILANE AREA TO PROPERLY RECOMPACT EXISTING SOILS TO THEIR PROPER DEPTH AND RELATIVE COMPACTION; PLACE :,ATCH BASIN, CONSTRUCT STORM ---- DRAIN PIPING WITHIN THIS NEWLY RE -COMPACTED AREA, AND CAP PIPE END; GRADE AND COMPACT P-209 AGGREGATE BASEROCK THROUGHDUT THE NEW PAVEMENT AREA; CONSTRUCT PCC VALLEY GUTTER AND COLLAR AROUND NEW CATCH BASIN; PREPARE AREA FOR PLACEMENT OF P-403 HMA SURFACE COURSE AS SHOWN O'J THIS SHEET. - • CONTRACTOR ACCESS WILL CONTINUE TO CROSS TAXIWAY H SOUTH OF THE SOUTHERNMOST TAXILANE WHICH WIL_ REMAIN OPEN DURING THIS PHASE WITH AIRCRAFT CROSSING THE STORM DRAIN TRENCH ON STEEL PLATES. • AREA CLOSED TO AIRCRAFT OPERATIONS - THE THIRD TAXILANE FROM THE NORTH "'PNo.: 3-06-0323-19 IN THE NORTHEAST HANGAR `AXILANE SYSTEM AS SHOWN ON THIS SHEET. M$HNO•: 02316-00-140954.01 • TAXIWAY H TOFA WILL CONTINUE TO BE REDUCED IN WIDTH PER NOTAM ISSUED FOR THE PROJECT DURATION T -O RESTRICT LARGER AIRCRAFT BECAUSE THE DATE: JUNE 2015 DESIGNED BY: MSA PHASE 3 EARTHWORK AREA IS PARTIALLY WITHIN THE TAXIWAY TOFA. DRAWN BY: MSA CHECKED BY: BCS DURATION OF CLOSURE FOR PHASE 3 WORK IS APPROXIMATELY 38 WORKING DAYS. Do NOT SCALE DRAWINGS ADDITIONAL PHASING NOTES. SHEET CONTENTS - CONSTRUCTION • ONLY "LOW PROFILE" BARRICADES SHALL BE PLACED AS SHOWN ON THE PLANS TO CLOSE THE WORK SAFETY AND PHASING ZONE TO TRAFFIC AND APPROPRIATE ACTIONS SHALL BE TAKEN TO PROVIDE SAFE TRAVEL LANES FOR CCNTRACTOR TRAFFIC WITHIN THE AOA. PLAN - PHASES 2 & 3 • STARTING WITH CONSTRUCTION OF THE STORM DRAIN SYSTEM ADJACENT TO TAXIWAY H, A NOTAM WILL BE ISSUES TO TEMPORARILY RESTRICT AIRCRAFT OVER 80 -FOOT WINGSPAN. LOW PROFILE BARRICADES WILL BE PLACED 45' FROM THE TAXIWAY 5 CENTERLINE TO ALLOW A MINIMUM OF 5' WING TIP CLEARANCE FROM THE BARRICADES. of 14 ALL CONSTRUCTION WORK AND EQUIPMENT WILL BE EAST OF THE BARRICADES. THIS NOTAM SHALL REMAIN ACTIVE FOR THE DURATION OF THE PROJECT. G-089 U) W w U) J 9 w W C� 0 0 C7 _Z Q U w F- 75 C L 00 C) 77 o 0 M o N O N /I 1 1= .0 M Watts Drive �-_-- FN.",�FNC rnC— c----r-rcc— lrf° FN, _FNC-- Fl- INSTALL LOW PROFILE if BARRICADES, TYP. A mt -SEE G-os1 UK I �r CONTRACTOR P ACCESS I ROUTE I A \I I I I I II I yD CONTRACTOR ACCESS I ROUTE ( I I' — I — I AREA CLOSED TO AIRCRAFT r1-1 I I Ej I \ --n . n TAXIWAY H TOFA NORTH OF TAXIWAY F WILL BE TEMPORARILY ADJUSTED TO 80' WIDE DURING CONSTRUCTION PHASES 1, 2,3 & 4 DURATION ONLY. A NOTAM WILL BE ISSUED TO TEMPORARILY RESTRICT AIRCRAFT OVER 80 -FOOT WING SPAN. SEE "ADDITIONAL NOTES" IN SUMMARY BELOW. Watts Drive i — I AIRPORT BOUNDARY — i' it _I I 1� 0 100 200 Scale: 1:100 - ,. 500' 5 / ROFA ROFA \ ROFA �O � P � \ \ \ F___A FA E 5 ;n (n O D D v 300' CONTRACTOR STAGING AND EQUIPMENT STORAGE AREA a 1 01; 30 SD — 30 SD SD 30" I En p D E D D TOFA ° TOFA y TOFA 'TAXIWAY F urD I TOFA TOFA � i' -n D I D 0 i TZ Oc U) O �xo D < D FNC—RNC— FNC--FNC-F`:,; Fl� FtiC--FNC- -Q`- tN.0 _-RIC—FNC--- fir. -�. I.NC — f: N._ �_ •\ ^ --- FNC -__ F NC FNC—FNC—_F,;� _— FNC —FNC PHASE 4 D gip; PHASE 5 WORK AREA ' AIRPORT BOUNDARY PREPARE AND PLACE SLURRY SEAL INSTALL LOW PROFILE BARRICADES, TYP. A -SEE G-081 —'i AREA CLOSED TO AIRCRAFT ! I oil II 0 100 200 Scale: 1:100 —500' AR/ X0 -7 9 \' �O N ROFA ROFA 9. RCFA 00,o f O D D �J D 300' o SD v SC - v --- -— 30"" SD 30 SD — � f' C D \ D D A TOFA fQTOFA -- ' -n TOF C TAxIVVAYF � --_ - -- - U) � _ _ D D \ I �D TOFA TOFA I` I I !!! D �iA CD i 01\ —I cr C3 D 9 n ; O I �I I <1 PHASE 5 D 9 Iii iI{ PHASE 4 DESCRIPTION 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 4 - PAVING OPERATIONS. 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. PHASE 4 SUMMARY • SCOPE OF WORK - PLACEMENT OF P-403 HMA SURFACE COURSE IN CLOSED TAXILANES INCLUDING STORM DRAIN TRENCH CROSSING SOUTHERNMOST TAXILANE AS SHOWN ON THIS 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 PLATES ARE REMCNIED AND THE STORM DRAIN TRENCH ALIGNMENT ACROSS THE TAXILANE IS PAVED. • AREA CLOSED TO AIRCRAFT OPERATIONS - THE THIRD TAXILANE FROM THE NORTH OF THE NORTHEAST HANGAR TAXILANE SYSTEM AND, TEMPORARILY, THE SOUTHERNMOST TAXILANE 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 AREA IS PARTIALLY WITHIN THE TAXIWAY TOFA. DURATION OF CLOSURE FOR PHASE 4 WORK IS APPROXIMATELY 1 WORKING DAY. 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. PHASE 5 DESCRIPTION PHASING LIMITATIONS. THE FOLLOWING PHASING ; ESTRICTIONS 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 BYAIRPORT STAFF. PHASE 5 - SLURRY SEAL PLACEMENT CLEAN-UP AND RE -OPENING TAXILANE, PHASE 5 SHALL CONSIST OF ?REPARING THE PAVEMENT AREAS SURROUNDING THE NEWLY PAVED TAXILANE FOR PLACEMENT OF SLURRY SEAL, SUBSEQUENT APPLICATION OPERATIONS, FINAL CLEANUP FOR RE -OPENING THE TAXILANE TO AIRCRAFT TRAFFIC, LIFTING AIRCRAFT SIZE RESTRICTIONS ON TAXIWAY H, AND DEMOBILIZATION. PHASE 5 SUMMARY • SCOPE OF WORK - PLACEMENT OF SLURRY SEAL IN THE CLOSED TAXILANE AREA TO THE LIMITS SHOWN ON THE DRAWINGS; FINAL PROJECT AREA CLEAN-UP; OBTAINING APPROVAL FOR RE -OPENING TAXILANE; REMOVAL OF BARRICADES AND SIGNS; AND DEMOBILIZATION AS 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. • AREA CLOSED TO AIRCRAFT OPERATIONS - THE THIRD TAXILANE FROM THE NORTH OF THE 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 5 SLURRY SEAL AREA IS PARTIALLY WITHIN THE TAXIWAY TOFA. DURATION OF CLOSURE FOR PHASE 5 WORK IS APPROXIMATELY 2 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' FRON1 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 NOTAIV SHALL REMAIN ACTIVE FOR THE DURATION OF THE PROJECT. .;..Mead a 0 , 'A .".-lunt Mead & Hunt, Inc. 133 Aviation Boulevard, Suite 100 Santa Rosa, CA 95403 phone: 707-526-5010 meadhunt.com QROF ESS/Gvo\ CIO L C 67251 '� m Acp, 9-30- A6 U9T CIV".�j�Qj% �OFCALIF� 6/16/15 These documents shall not be used for ect for ose or int menny ded. Mead $rHunt shall b'ehndemnified by the client and held harmless from all claims, damages, liabilities, losses, and expenses, including attorneys' fees and cost;, arising out of such misuse or reuse of the doccrnents. In addition, unauthorized reproductic rl of these documents, in part oras a whole is prohibited. z W 2 W I..L W z Wmal � L W (D Z z a_ Q=0 J f'— Q a. LL (n Q U OW T 00J Q w LL - O W W U a� Y z m REVISION AIP NO.: 3-06-0323-19 M&H NO.: 02316-00-140954.01 DATE: JUNE 2015 DESIGNED BY: MSA DRAWN BY: BCS B CHECKED BY: CS DO NOT SCALE DRAWINGS SHEET CONTENTS CONSTRUCTION SAFETY AND PHASING PLAN - PHASES 4 & 5 6of14 G -08 3 I 11 LEGEND --------------------------------------------------------------------- 13 BORING LOCATION 12 BORING LOCATION 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. LEGEND: ASPHALT r E4fj 17-:1 _ ...�.��� �- � ':rye-.. ... �-=rye--. ,•J.V_-- i i � f e unt Mead & Hunt, Inc. 133 Aviation Boulevard, Suite 100 Santa Rosa, CA, 954103 phone: 707-526-5010 meadhunt.c;om Q�OFESS/pN\ CO C 67251 m p•9-30-16 C/V11. FOFCAL��� 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 frcrn all claims, damages, liabilities, losses, ane expenses, including attomeys' fees and cc s;s, arising out of such misuse or reuse of the dc.jments. In addition, unauthorized reproduction of these documents , in part or as a whole, is prohibited. AGGREGATE BASE i W CLAYEY SAND IONJ F POORLY GRADED SAND I �l I W 14 � J Q Y GRADED SAND WITH GRAVEL J POORLY W .•C n I U. _ I o 200 400 W (7 I -Z z Scale: 1:200 J _ _.._ _ 8- �SPHAL-T- -- -- - - —f --- _5_ASPBALT - -- - ------ _ .- . _---=_-- 4" ASPHALT z---- - -- --- ---- ---------- - - - - - -- - -------------- -----. 4 ASPHALT - --- I- -- -- - , ----- - -- -- 10° AG BASE - : - --- -- - -- -- U) Q - -_ C 0 _ U AGGREGATE _ z-� _� - CLAYEY SAND:_FINE TO MEDIUM: -GRAINED- LOW - - - --_ -_.- -_- _CLAYEY SAND: FINETO MEDI - _ ---- - : CLAYEY SAND: FIN E TO MEDIUM GRA#NED NON -P - .. .. .. U11�I GtArNED, LOW .. __ ... NON -PLASTIC --, - .. TIC TO LOW - --- _ __-_ - ---- - O W I o �-N1.ED-rUI�DEArSE----- - - ------ .. T .....PLASTICITY, - - - -- - , BROINNJ 101S_ _ - -DE . -- - -- - .. ...._. _. -... BROWN. 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FINE T© O -of - -NON_PLASTIC GRAINED ,�.:WN, MOIST, MEDIUM DE SE,TRACE CLAY. _ ----------- _------ m --- --- -- -- — --- -- - -. 77 _ REVISION DARK GRAY, CHEMICAL ODOR : , _, - - - - __---- - - - - - - - --- - - ----------- - - 4 --- - - -- - - - -- - - - - - - --- --- -- -CLAYEY SAND: FINE O MEDIUM-GRAINEQ -- BROW N -- - --- - - - - - MO DI • _.. — UM DENSE - - Is _. - 6 -- -- ---1----- - ------ -- -- - - - - -- - - ---- - _: _: -_ . ..- .... .,.. .,. ._.. •. -_ - RAD ED SAND:_ FINE TO COARSE Y , BROWN, ITNO TOSTI a .< POORLY -GRADED SAND: FINE O COARSE - - -- - TNISH -GRAY fR�+tlNED .r r• Q v AIP NO IG1�T 3-06-0323-19 32 31 9 .. .. .... ---M &H NO.: - IF _ _._-- - -- -- -- -- r. y• . - - ----�._` ._ - --- -- - —_- -------- - -- -----_ _ - JUNE 2015 f -- -- - _— ----- - - ------ --- - - -- - - - - --- ---- ----- DESIGNED BY ,rte �4 •�-.. CS 10- ... __ lt. _.. ._ ,_ _--- -------+-- - � - -- _ - ..►`. --------- - ----- ..i+. - ____ _- __ __ DRAWN BY: TDB --- __ _ .... 2 POCKET. - _ .....---- - OF-FINE-GRAINE - --- -_ .__._ _._ _._ __. _ _.. SAND:=:. == _ y - -- - ---- -- -- -- _ POORL _.._ __ ED,. NON -PLASTIC, LIGHT _ _.... I- - - - _ <..., CHECKED BY: MSA -AT -BOT -TT -OM -OF SAMPLE _..: = - - _ ..:. .:.:... B Y -G WITH GRAVEL: FINE TO _ B D SAND: -_-- �...,,.. RQVVNJSH GRAY MOIST, E10 _ :. a� -- < , .. - - - - DO NOT SCALE DRAWIN - ----- ---L ---- - -- - - _- :...: COARSE GRAINE©N PLASTIC LIGHT B - - --- - - --- - - -- - — _ s. _GS - - --- - NIS .. ...:... .. - . • - - - ----- --, ROW H -- --- ---- -- ISS , -GRA - - - - -fi�lE�rST,-iIAEBrHM SENSE - - -- _------ - ----- CLAYEY SAND: FINE TO MEDIUM G i i -- ---I--- --- -- - --- --' - - ---- J+ SHEET CONTENTS - -- -- ---- - -- -- --, -- - - -- - --- --_ - -- ---- -- - - --- RAINED, NON-PLASTIC_T:O LOW PLA ----_- : ' : ' ' ` SfiJtYTf, -- - --- -- .. . -"' .. .. CLAYEY --SAND: FINE GRAINED NON- , .------------,-- ------ - --I--------,• - D RK GRAY, MOIST, MEDIUM DENSE - _ - - -- __ L --- --- - --- - --- - --_ - --- - --- - _ ___ PEAST-DARKDA G OF S��)IL _ - -,- ------ - ---1 - - --_ _ - - - - - - - -- ---_- - - --- — - - - -- -�-- - _ - _ _ - STS MED - - _ RAY_, MO F1 -- RINGS i 12 - - - - - - - - --- -.- - - RK G I IUM DENSE O 12 -- ------ . . ..... .... .... 14- ----- -- 4-- - - - - - - - - -1---- _---- ----- - -- - - -.. _ _ , i_—__-._ _ .__—.— --__ • ___ —- -. -_ _ _ -_ 14 B-051 • -- _7 �� r U) Z Q J d J O F - Z O U Z O CO O of w N O U U) CD _Z r) Q U 2 U w H o � �r o - LO N O m O r r' O O LC) CO CO O 04 O LO N x( -0- ►1, J Q F- LU Z Q Z Q J a. Z O J O 5 W LO O U U) 0 _Z 0 Q U 2 U LU o 75 '4 O - LO rn Lr) O 'O d T M N O LON x� w w 0 z a z Q _z 0 Z of O U) M O r r U U) CD >z 0 0 Q U w o:5 -4a rnCN O CV �66 C) "'t 0 co CON N LO OO N —CD— (E) D i 0 I (E) CATCH BASIN STA 0+00 RIM=377.35 ± 18"INV IN=371.80 (E) 30" INV OUT = 369.4 ± 37; 37( 36: I vv Nis W SID d V qqb �V NSv SA CONNECT (N) 18" SD PIPE TO (E) CATCH BASIN -SEE C_ 02 SIMILAR INSTALL 24" x 24" CATCH — BASIN w/ PCC COLLAR D F -SEE C-102 - & C-102 INSTALL (N) 18" SD PIPE G -SEE C-1 o2 TAXILANE 1 E STUB 18" SD AND CAP STORM DRAIN PROFILE SCALE: HORIZ. 1" = 30' VERT. 1" = 3' TAXI LANE 3 3s0 FINISHED GRADE ZZ, 24" x 24" (N) CATCH BASIN STA 3+61.07 RIM=378.44 18" INV IN = 373.80 75 18" INV OUT = 373.70 70 W 011 CAP 18" SD INV. ELEV. 374.00 0 30 60 Scale: 1:30 PROFILE LEGEND — — EXISTING GROUND FINISHED GRADE Mead &Vlunt Mead & Hunt, Inc. 133 Aviation Boulevard, Suite 100 Santa Rosa, GA 95403 phone: 707-526-5010 meadhunt:.com oQ�oFEs� roN ok CD 67251 m F-:xP 9-30-16 , CIV /ZZ "FCA�i 6/16/15 These documents shall not he used for any purpose or project for hhich it is not intended. Mead & Hunt shall be indemnified t} the client and held harmless from all caims, damages, liabilities, losses end expenses, including attorneys' fees arc costs, arising ou'. such misuse or reuse of If documents. In addition, unauthorized reproduction of these documents, in part oras a whole, is prohibited. 1 z W 2 W W Q z Q � W LJL V, (E) GROUND N W (D Q z CL Ir = 0 CL LL V) (� :D g i W :5 ., MJ -- < 13 id Ln Uzi O 18" SD (± 359 LF) --------------- S=0.52% ------------ 18' SD (± 38 F) S=0.52% V 3 O Ci O M O U� co O N ti co O ti O Co T7 N N 00 N ti M ch to O to Cn co (0 O 00 0C r- M ti M � ti I,- � 00 M co 00 O co co CO C;0 co00 ap cc co co co co M C � M M M M coCf) co co co Cr: 1+00 9+11n i+nn da - STORM DRAIN PROFILE SCALE: HORIZ. 1" = 30' VERT. 1" = 3' TAXI LANE 3 3s0 FINISHED GRADE ZZ, 24" x 24" (N) CATCH BASIN STA 3+61.07 RIM=378.44 18" INV IN = 373.80 75 18" INV OUT = 373.70 70 W 011 CAP 18" SD INV. ELEV. 374.00 0 30 60 Scale: 1:30 PROFILE LEGEND — — EXISTING GROUND FINISHED GRADE Mead &Vlunt Mead & Hunt, Inc. 133 Aviation Boulevard, Suite 100 Santa Rosa, GA 95403 phone: 707-526-5010 meadhunt:.com oQ�oFEs� roN ok CD 67251 m F-:xP 9-30-16 , CIV /ZZ "FCA�i 6/16/15 These documents shall not he used for any purpose or project for hhich it is not intended. Mead & Hunt shall be indemnified t} the client and held harmless from all caims, damages, liabilities, losses end expenses, including attorneys' fees arc costs, arising ou'. such misuse or reuse of If documents. In addition, unauthorized reproduction of these documents, in part oras a whole, is prohibited. 1 z W 2 W 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 STORM DRAIN PLAN �3t PROFILE 10 of 14 C-101 W Q z Q � W LJL V, N W (D Q z CL Ir = 0 CL LL V) (� :D O W :5 MJ -- < 13 id Ln Uzi O Ll-1LLJ 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 STORM DRAIN PLAN �3t PROFILE 10 of 14 C-101 (D Z Q J 0 - UJ C� Q Z D Q Z D U 0 r U U) z_ U 2 w H oa o ` 66 C) C) U-) CO 0 N N O i N X cfl PAVEMENT PAVEMENT JOIN JOIN I 1' MIN. 10.5' 24.5'___ �V MIN. EXISTING GRADE VARIE_ S ---► —VARIES w_� 7 v �vvvvvvvvVVV+°� ; r _ 1 v v v v V v v v v V V V v V a v V v V v 4vv_v vvvvvv. PRIME COAT (P-602) f-J.�� j I,l-1I1-111_ Ix (E)BASE _._ _ PCC VALLEY GUTTER I C -SEE -1o2 C A PAVEMENT TYPICAL SECTION NO SCALE B PAVEMENT JOIN -SEE C-1 o2 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%) 5' SEAL EDGE H 2.5' 2.5' EACH SIDE -SEE C_102 3" AC 1/4" 3" AC TY � ,7 17 . - 5" AB 5'AB - `7 , vv 6" MIN. PCC BITUMINOUS 6" X 6" #10 WIRE MESH PRIME 3" MIN. AGGREGATE BASE TOOLED CONTROL JOINTS (95% RELATIVE COMPACTION) 10'-0" O.C. MAX. 5' WIDE PCC VALLEY GUTTER C NO SCALE GALVANIZED FRAME AND GRATE 5 FRAME SI 8 ADDITIONAL T & G JOINT AS REQ. FRAME ANGLE PIPE OPENINGS CAST IN PER PLANS REINFORCEMENT ON STRUCTURES PER STANDARD OVER 4' DEEP PRECAST DESIGN HEIGHT AS STORM DRAIN REQUIRED STORM I PIPE OUT DRAIN _ PIPE IN_ 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 VALLEY GUTTER FLOWLINE END TRANSITION SAW CUT AS DIRECTED & 12" MIN. APPLY TACK COAT TO VERTICAL =ACE NEW AC OF AC NEW BASE (E) BASE SEAL EDGES — — s ALL AROUND BITUMINOUS PRIME RECOMPACT EXISTING H BASE UNDER NEW AC -SEE PAVEMENT JOIN NO SCALE 4 JOINT SEALANT ALL AROUND — H HBEVEL -SEE C_102 SIM. CORNER 2.5' —li3/4 d < —T a a c 6"_ d • v f L1� a d . d #4 REBAR G G 4 d CONTROL JOINT aQ 4 a G 2.5' T+ 2.5' 8' PLAN VIEW VALLEY GUTTER APRON AT CA7C H BASIN LJ NO SCALE 1 MIN 36" COMPACTED SAN AT 100% R. SECTION VIEW 3" 3" 3" • EXPANSION JOINT NATIVE BACKFILL AT 95% R.C. PIPE ? DIA. CATCH BASIN F -SEE C-102 WHERE TRENCHING UNPAVED AREAS THROUGH (E) PAVEMENT, PROVIDE JOIN EACH SIDE AC* OF TRENCH AB* BT— V -SEE G1o2 MIN 17 7 V o 17 7- 7 7 o 0 o AGGREGATE BASE 36 V o o o - _ " , 7 0 AT 95% R.C. v - - _. – _ 7VVV 17 17 --- --. v v 1/2 DIA. 7vrc PIPE v - vvvv �� - vov vvvv COMPACTED SAND AT 100% R.C. * AC & AB THICKNESS TO MATCH 2" EXISTING OR PROPOSED DIA. + 12" PAVEMENT. STORM DRAIN SHALL BE INSTALLED BEFORE PAVED AREAS NEW PAVEMENT IS PLACED IN (E) PAVEMENT SECTION PIPE TRENCHING NO SCALE LEVEL ACROSS BEGINNING THIS SIDE OF C.B. COLLAR TO CONFORM TO VALLEY GUTTER - 6" THICK PCC COLLAR, 2.5' WIDE AROUND GRATED CB 1-0 VG BEGINNING SCOP SEALEDGES H ALL AROUND -SEE C-102 VG END VALLEY GUTTER TRANSITIONS NO SCALE 3/4'1± 8" 1/4" CHAMFER SAW CUT JOINT 1/4" MAX. r— SILICONE SEALANT 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 k IN 711F I ey I u n Mead & Hunt, Inc. 133 Aviation Boulevard, Suite 100 Santa Rosa, CA 95403 phone: 707-526-5010 meadhunt.com 6/16/15 These documents shall no oe used fcr any purpose or project for which it is not intended. Mead & Hunt shall be indemnified by the client and held harmle —� 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 rep oduction of these documents , in part or as a whole, is orohibite; I. :44TAMt r AIP NO.: 3-06-0323-19 M&H NO.: 02316-00-140954.01 DATE: JUNE 2015 DESIGNED BY: BC g: DRAWN BY: TDIB CHECKED BY: MSA DO NOT SCALE DRAWINGS SHEET CONTENTS PAVING AND DRAINAGE DETAILS 11 of 14 C-1 02 Z W 2 W Q W 0 Z J Q J W LL ^ VJ Q W (D iY Z J Q C', Q Q„ U O w �- _ < w M. LL w U O Z �� a- Q m :44TAMt r AIP NO.: 3-06-0323-19 M&H NO.: 02316-00-140954.01 DATE: JUNE 2015 DESIGNED BY: BC g: DRAWN BY: TDIB CHECKED BY: MSA DO NOT SCALE DRAWINGS SHEET CONTENTS PAVING AND DRAINAGE DETAILS 11 of 14 C-1 02 BID ALTERNATE No. 2 `\ 7(_SLURR_YSEAL) BID ALTERNATE No. 1 (ADDITIONAL RECONSTRUCTION) — \ \ ` HANGAR 377711 378.8 E o O -SEE I C-1 2 � 0 1 378.78± MATCH CH E / N7.. , ...-...-..�..... 378.81 _ ..............Ti. _ .........:............................ ... , ......��._ :.-......... .:-...,...., ...........:....,:.:..�.:... ....,..... ( )379.1 .23_378 + 378.99_.r-379.3±3740± 1 I 0 30 E I I Scale: 1:30 378.59± (E) 17.50' 8+30 _Mead k 1 c, u nt Mead & Hunt, Inc. 133 Aviation Boulevard, Suite 100 Santa Rosa, CA 95403 phone: 707-526-5010 meadhunt. com Q�OF ESS/ -,?41 oq & InF r m1� Z w C 67251 j m p.9-30-16 TF C/VIN-�o���,/ OFCAL1r� i 6/16/15 These documents shall not be ised for any purpose or project for wh ich it is not intended. Mead & Hunt shall t>e indemnified by the client and held harmless f,om all claims, damages, liabilities, losses, and expenses, including attomeys' fees and cz sts, arising out of such misuse or reuse of the cocuments. In addition, unauthorized reprod:w ion of these documents , in part or as a wf.cle, is prohibited. 379.31± (E) STA 8+30..00 Z -------- � -�1 N 2308393.728 W 379.20± E 6264027.034 379.45 (E) (E) 378.88± 378.96± (E) \W 61± PROTECT (E) PCC Q APRON IN PLACE W LEGEND: _ 0 Z a P-403 HMA STRUCTURAL SECTION - BASE BIDUJ J J % 12" PAVEMENT JOIN - NEW P-403 - BASE BID & BID ALT. No. 1 A�LL^ P-400" HMA STRUCT. SECTION - BID ALTERNATE ITEM 1 V) Q W (D '7771O SLURRY SEAL AREA - BID ALTERNATE ITEM 2 z Z � Q r0 CO a LL 1 MATCH (E) FOR ALTERNATE No.1 Q STA 1+80, BEGIN 21' V.G. FLOWLINE STA 5+50.00 co � 100' VERTICAL C URVE L C E - W � M a) o � � BID ALT. CO ap M`M j TRANSITION 1" FALL TO C.B. ELEV. (4 ) ELEV 379.30 EXISTING GRADE M c6 CO - 0. o 0i co 0iO W _ o 38 v� MM MM MM MM GRADE BREAK - B V C MM G2 - -0.52% - MM MM MM co MM _ m J 37 U) UJ J LL 0 Z a Q 0 N U co z_ Q U U w o� 40 - LO T__ 'r- O 0 65 �77 N NO O N X co --�_— --t — — I — —N -0.00/0 UJ ,It M I,– M M TCH (E) FOR 13ASE BID O � �c6 co M 1+0( I >_F -Q w 0°.�-� ------------ ---- — — - so LL - -- _ 0. 2% = w __ __ _ — o W Y ST 6+00.00 --ST 6+50.00: U z oc m ------------ - I EL =V 379.60 EL V 379.34 — NEVV CATCH BASIN NOTE: FG PROFILE ELEVATIONS GIVEN ARE FOR FINAL GRADE, SIDES V• •I- E. .C. T ST 8+02.50 REVISION THE OUTSIDE EDGES OF THE VALLEY GUTTER. Or VALLEY UTTER 10' V.G. FLOWLINE ELE 378.55 DASHED LINE INDICATES 1" DEEP FLOWLINE i j TRANSITION - EE I j E.P i7 co - O co 00 d' � LO NCD co r1_ CO M � rn co � -' 000 W � M a) ti � O �1 O C:) O "4- 0000 CO ap M`M cp c6 00 MM o6 CO �00 M c6 CO C) 0iO o 0i co 0iO �- �c6 0i 0)��� 0)0) N N �� MM MM MM MM MiM MM MM MM MM MM co MM clots MM 2+00 GRADE 3+00 4+00 NOTE: FG PROFILE ELEVATIONS GIVEN ARE FOR 5+0( EXISTING CENTERLINE F.G. OR THE OUTSIDE EDGES OF THE VALLEY GUTTER. ELEV 78.50 TAXI LANE CENTERLINE DASHED LINE INDICATES 1" DEEP FLOWLINE GRADE, TYP. E.P. SIDE EDGE OF O� co tco oN m �0 - Ln OR Oti 00 �ti COr� �i� VALLEY GUTTER, TYP. 0i0 MM �M MM OO MM CAO MM SCALE: HORIZ. 1" = 30' VERT. 1"= 3' c6i00 PROFILE LEGEND EXISTING GROUND FINISHED GRADE 38( STA 5+95.00—/ ELEV 379.50 37% 6+00 7+0( u -, 000M CO00 �� r 0i co 0600 `vN Ln U') O tCoo� N �t C4 d' tib NM r ;c0 N OO �M MM MM 0i �� 0)0) 61c6 M'M MM MM MM MM MM MM chits 38( STA 5+95.00—/ ELEV 379.50 37% 6+00 7+0( u -, 000M CO00 �� 10' V.G. FLOWLINE E TRANSITION 0i co 0600 0600 06 00 1 — — -0.81 — EXISTING GRADE �M MM MM MM I 375 380 AIP No.: 3-06-0323-19 M&H NO.: 02316-00-140954.01 DATE: JUNE �+5 201 DESIGNED BY: BITS DRAWN BY: TDB CHECKED BY: MSA DO NOT SCALE DRAWI'dGS SHEET CONTENTS 375 PLAN AND PRO;,:ILE PHASE 1 8+00 WEST VALLEY GUTTER CENTERLINE SCALE: HORIZ. 1" = 30' VERT. 1 "= 3' 12 of 14 C-201 127.5' PCC VALLEY GUTTER STA 6+75.00 ELEV 378.85 10' V.G. FLOWLINE E TRANSITION -SEE C -1o2 GRADE BREAK — — -0.81 — EXISTING GRADE FINISH - - - -- — - -- -- ---__ GRADE NOTE: FG PROFILE ELEVATIONS GIVEN ARE FOR STA 8 02.50 THE OUTSIDE EDGES OF THE VALLEY GUTTER. ELEV 78.50 DASHED LINE INDICATES 1" DEEP FLOWLINE END V.G.- E.P. O� co tco oN m �0 Ln FS Ln OR Oti 00 �ti COr� �i� 0i0 MM �M MM OO MM CAO MM 600 OCO p600 M c6i00 co CO co MM MM 6+00 7+00 + 375 380 AIP No.: 3-06-0323-19 M&H NO.: 02316-00-140954.01 DATE: JUNE �+5 201 DESIGNED BY: BITS DRAWN BY: TDB CHECKED BY: MSA DO NOT SCALE DRAWI'dGS SHEET CONTENTS 375 PLAN AND PRO;,:ILE PHASE 1 8+00 WEST VALLEY GUTTER CENTERLINE SCALE: HORIZ. 1" = 30' VERT. 1 "= 3' 12 of 14 C-201 Z Q J a_ Z Y Q_ Q LO O U U) CD Z Q Q U 2 U W I- O a U-) d' O M O tt � r , i O O Lo O � O c1r) N N L Oi N X co 4 1 r C (n Z O U w U) CO O LX U r 0 rn U C7 Z_ Q Q U 2 U w 0 li rn 0 r O O O r CO N O KA 7 LO LO �i r LO T- C:) O N N