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HomeMy WebLinkAbout02D1689CONTRACTOR; WARNING ACTIVE AIRPORT. SEE NOTES ON MAIN TITILE SHT. C-1 FOR SAFETY REQUIREMENTS. NO.1 DATE REVISI&h,1 4-12--02 INITIAL SUBMITTAL.- - SWI SEC. 6 TWN. 21 N RNG. 5E W.M. 2 6-28-02 INCORPORATE CITY REVIEW 3 9' Zd -� .4S 6u/ ur k'eGa oO O/� MU I PAL AIRPORT AUBURN HANGAR CONDOMINIUM AUBURN N C1 HANGARS UNLIMITED GENERAL NOTES: 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER, AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE *WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITYS PROJECT SPECIFICATIONS MANUAL, AND THE CITYS STANDARD CONSTRUCTION DETAILS MANUAL COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT (253) 931-3010 TO SCHEDULE A MEETING. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, GAS, POWER, TELEPHONE, AND TELEVISION). 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITYS "RECORD CONSTRUCTION DOCUMENT" HANDOUT. LEGAL DESCRIPTION PHASEI -D,E,F HANGER EASEMENT NUMBER 6 BEGINNING AT THE NORTHERNMOST IVI` iEASTERLY CORNER OF CITY OF AUBURN SHORT PLAT NUMBER SP 15-81 AS RECORDED UNDER KING COUNTY AUDITOR'S FILE NUMBER 8207299002; THENCE SOUTH 00°39'02" WEST ALONG THE EAST BOUNDARY OF SAID CITY OF AUBURN SHORT PLAT NUMBER SP 15-81, A DISTANCE OF 576.95 FEET; THENCE NORTH 89°21'30" WEST, 63.16 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 89°21'30" WEST 425.40 FEET; THENCE NORTH 00*32'18" EAST, 110.00 FEET; THENCE SOUTH 89°21'30" EAST, 425.62 FEET TO THE POINT OF CURVE OF A CURVE CONCAVE TO THE SOUTHWEST AND HAVING A RADIUS OF 23.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 36.13 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 00°39'27" WEST, 64.01 FEET TO THE POINT OF CURVE OF A CURVE CONCAVE TO THE NORTHWEST AND HAVING A RADIUS OF 23.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 36.13 FEET TO THE POINT OF TANGENCY AND THE TRUE POINT OF BEGINNING. SITUATE IN THE SOUTHWEST QUARTER OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 5 EAST, W. M. CONTAINING 49110 SQUARE FEET (1.127 ACRES) MORE OR LESS PHASE II - A, B, C HANGER EASEMENT NUMBER 7 BEGINNING AT THE NORTHERNMOST NORTHEASTERLY CORNER OF CITY OF AUBURN SHORT PLAT NUMBER SP 15-81 AS RECORDED UNDER KING COUNTY AUDITOR'S FILE NUMBER 8207299002; THENCE SOUTH 00039'02" WEST ALONG THE EAST BOUNDARY OF SAID CITY OF AUBURN SHORT PLAT NUMBER SP 15-81, A DISTANCE OF 441.29 FEET; THENCE NORTH 89"21'30" WEST, 62.47 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 89°21'30" WEST 426.36 FEET; THENCE NORTH 00632'18" EAST, 110.00 FEET; THENCE SOUTH 89°21'30" EAST, 426.58 FEET TO THE POINT OF CURVE OF A CURVE CONCAVE TO THE SOUTHWEST AND HAVING A RADIUS OF 23.00 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 36.13 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 00°39'27" WEST, 64.01 FEET TO THE POINT OF CURVE OF A CURVE CONCAVE TO THE NORTHWEST AND HAVING A RADIUS OF 23.00 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 36.13 FEET TO THE POINT OF TANGENCY AND THE TRUE POINT OF BEGINNING. SITUATE IN THE SOUTHWEST QUARTER OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 5 EAST, W. M. CONTAINING 49216 SQUARE FEET (1.130 ACRES) MORE OR LESS RQM DURING CONSTRUCTION LAYOUT, VERIFY DISTANCES AND LAYOUT FOR BUILDING CORNERS, LEASE CORNERS AND EASEMENT PER LEGAL DESCRIPTION. AIRPORT CONSTRUCTION SAFETY PROCEDURES REFER TO SPECIFICATION AND FAA AC-150-5370-2C 1. THE CONTRACTOR SHALL KEEP THE MOVEMENT OF ALL EQUIPMENT ALONG APPROVED HAUL ROUTES. 2. CONSTRUCTION EQUIPMENT SHALL BE PARKED ONLY IN APPROVED STAGING AREAS AS SHOWN ON THIS SHEET DURING NON -WORKING HOURS. 3. CONSTRUCTION EQUIPMENT SHALL ROUTINELY MAINTAIN A MINIMUM DISTANCE OF 200' FROM THE ACTIVE RUNWAY CENTERLINE AND 75' FROM THE ACTIVE TAXIWAY CENTERLINE DURING WORKING HOURS. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTROL VEHICLE AND PEDESTRIAN ACCESS TO THE AIRCRAFT OPERATIONS AREA. 5. WHEN WORKING ON OR WITHIN 40' OF ANY ACTIVE TAXIWAY CENTERLINE, THE CONTRACTOR SHALL USE TRAFFIC BARRIERS AS APPROPRIATE (LIGHTED BARRIERS ARE REQUIRED AT NIGHT) TO CLEARLY MARK THE AREA AS CLOSED TO AIRCRAFT. THESE BARRIERS SHALL BE PLACED AT LOCATIONS AS SHOWN OR AS DIRECTED BY THE FIELD ENGINEER. 6. ALL WORK AND MATERIALS ASSOCIATED WITH RUNWAY CLOSURES, TEMPORARY MARKINGS, AND TRAFFIC ROUTING SHALL BE INCIDENTAL TO THE BID. 7. THE CITY OF AUBURN SHALL BE RESPONSIBLE FOR COORDINATING CONSTRUCTION SAFETY AND PHASING WITH AIRPORT USERS 2 WEEKS PRIOR TO THE START OF CONSTRUCTION. FINAL PHASING DETAILS WILL BE ESTABLISHED WITH THE CONTRACTOR AT THE PRE -CONSTRUCTION MEETING. 8. THE CONTRACTOR SHALL INFORM THE AIRPORT MANAGER AT LEAST 24 HOURS IN ADVANCE OF ANY CHANGES TO THE CONSTRUCTION ROUTINE. 9. THE CONTRACTOR SHALL PROTECT WORKERS, VEHICLES, AND EQUIPMENT FROM JET BLAST AND NOISE AT ALL TIMES. 10. THERE MAY BE OTHER CONSTRUCTION PROJECTS AT THE AIRPORT CONCURRENT WITH THIS ONE. THE CONTRACTOR SHALL WORK WITH OTHER CONTRACTORS TO ENSURE THAT THIS PROJECT WILL NOT NEGATIVELY IMPACT ANY OTHER PROJECTS AT THE AIRPORT. 11. THE CONTRACTOR SHALL ATTEND ALL PROGRESS MEETINGS WITH AIRPORT STAFF AND ENGINEER AS REQUIRED. 12. CONTRACTOR SHALL SUBMIT WORK PLAN AND SCHEDULE TO HANGARS UNLIMITED, INC. FOR REVIEW AND APPROVAL PRIOR TO THE NOTICE TO PROCEED. GENERAL REQUIREMENTS: 1. ONLY PERSONNEL AND EQUIPMENT ESSENTIAL TO THE CONSTRUCTION SHALL BE ALLOWED ENTRY TO THE AIRFIELD. 2. THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL BARRICADES, WARNING SIGNS, AND MARKINGS AROUND ANY AREAS THAT MAY PRESENT A HAZARD TO AIRCRAFT. WHEN USED DURING PERIODS OF DARKNESS, SUCH BARRICADES, WARNING SIGNS, AND HAZARD MARKINGS SHALL BE SUITABLY ILLUMINATED. THE BARRICADES SHALL BE PLACED PRIOR TO COMMENCING WORK IN WHICH THEY ARE REQUIRED AND THE CONTRACTOR SHALL MAINTAIN THE BARRICADES THROUGHOUT THE COMPLETION OF WORK OR UNTIL THEIR DISMANTLING IS DIRECTED BY THE ENGINEER. 3. THE CONTRACTOR SHALL REFRAIN FROM USING ANY OF THE AIRFIELDS GRASS AREAS FOR PARKING, TURNAROUND OF EQUIPMENT, OR ANY OTHER PURPOSES WHATSOEVER EXCEPT AS CONSTRUCTION DICTATES. ANY RUTS OR DEPRESSIONS CAUSED BY THE CONTRAC11OR SHALL BE IMMEDIATELY SMOOTHED AND LEVELED IN A MANNER ACCEPTABLE TO THE ENGINEER. IN DEEP RUTS THAT CANNOT BE LEVELED TO THE PREVIOUS GRADE, SAND SHALL BE ADDED TO REPAIR THE RUT. THE CONTRACTOR WILL ACCOMPLISH RESEEDING OF ALL DAMAGED AREAS WHEN WEATHER PERMITS. ALL WORK REQUIRED UNDER THIS PROVISION SHALL BE AT THE CONTRACTORS EXPENSE. \ \ EXISTING HANGAR CORNER REFERENCE POINT. l \\\ REFERENCE LEGAL DESCRIPTION. SEE C1. \\\ 3 SURVEYOR TO VERIFY LAYOUT OF BUILDING \ \ CORNERS AND LEASE CORNERS DURING CONSTRUCTION \ \ \ STAKEOUT. FINAL LAYOUT MUST BE SHOWN ON AS -BUILT \\ \\ PLANS, MATH EASEMENT LEASE BOUNDARIES. \\ \\ 3 I LOW SAFETY(PHASE II ONLY) BARRICADE LINE M� 1 1 N: 1245M.33 ----� E f2RS?td.�0 HAM 11 LIMITS I I PAVEM ACTIVE I ` _NEW ASPHALT TAXIWAY i I ' 200 25 AREA REMAINS { I 211 IN GRASS I oP HANGAR A I �4 1 { i j I STOP PAVEM N CNEW ASPHALT) CONSTRUCTION SEQUENCE AND PROCEDURE: PROPOSED DEVELOPMENT OF AIRPORT HANGARS WILL INCLUDE SITE GRADING AND EROSION CONTROL MEASURES DESIGNED TO CONTAIN SILT AND SOIL WITHIN THE PROJECT BOUNDARIES DURING CONSTRUCTION UNTIL PERMANENT EROSION CONTROL MEASURES ARE IN PLACE. EROSION CONTROL WILL BE ACHIEVED BY A COMBINATION OF STRUCTURAL/VEGETATIVE COVER MEASURES AND CONSTRUCTION PRACTICES TAILORED TO FIT THE SITE. BEST MANAGEMENT PRACTICES (BMPS) WILL BE EMPLOYED TO PROPERLY CLEAR AND GRADE THE SITE. BEFORE ANY CONSTRUCTION BEGINS ON -SITE, EROSION CONTROL MEASURES SHALL FIRST BE INSTALLED. THE PLANNED CONSTRUCTION SEQUENCE IS AS FOLLOWS: 1. INSTALL FILTER FABRIC FENCING PER PLAN AND AS NEEDED TO CONTROL SEDIMENT RUNOFF. 2. CONSTRUCT TEMPORARY SEDIMENT BASINS IF NECESSARY. 3. CLEAR SITE, TO INCLUDE DEMOLITION, GRUBBING AND ROUGH GRADING AS NEEDED. 4. PROTECT ALL DISTURBED AREAS THAT ARE TO BE LEFT UNWORKED PER NOTE SIX OF THE AUBURN GRADING AND EROSION CONTROL NOTES. 5. INSTALL UNDERGROUND UTILITIES (WATER, SEWER, STORM, ETC.) AS SHOWN ON PLANS. 6. PROVIDE CATCH BASIN PROTECTION BY INSTALLING STREAM GUARD FILTERS IN ALL INLETS. 7. AFTER PAVING IS COMPLETE, INSTALL LANDSCAPE, SOD AND/OR SEED AND MULCH DISTURBED AREAS. B. MAINTAIN ALL EROSION CONTROL FACILITIES UNTIL THE ENTIRE SITE IS STABILIZED AND SITE RUNOFF CEASES, AND THE CITY HAS APPROVED THE PROJECT. 9. CONTRACTOR MUST DESIGNATE AN AREA FOR WASHING EQUIPMENT AND CONCRETE TRUCKS TO CONTROL RUNOFF AND PREVENT ENTRY INTO STORM DRAINAGE SYSTEMS AND TAXILANES. NOTE: THE ABOVE PROCEDURE APPLIES TO EACH SEPARATE PHASE. PHASE I - CONSTRUCT HANGARS D, E, AND F FIRST PHASE II - CONSTRUCT HANGARS A. B, AND C BUILDING -_ 180.25 HANGAR B HANGAR cn � s?ssa7.r2 fZ/SA/®.31 r I I I 1 1 I I It 124421.3ft (�ca HANGER UNLIMITED SPEGFICATIONS PHASE I LIMITS EXISTING TAXILANEIMITS OF NEW PAVING i I 1 { r C 200.25 5.75 -180.25 56.25 I { NEW ASPHALT 5.75 --- I AREA REMAINS IN GRASS i U� ! - o �I I c6L cV ACTIVE I h I TAXIWAY i HANGAR D � 22.50 -- HANGAR E H GAR F I RUNWAY I I I 20.0 Tc SEE C-1 i \ CNEW ASPHALT I l STOP NEW I I i �, � � PAVEMENT i { ACTIVE �'W- IN W IN W TAXIWAY ~T I EXISTING TAXILAI� w I H, 1r�,e21. I 1 I f:1 ► I I FULL SIZE BARRICADE SEE WT'S 7 NEW { HANGER UNLIMITED SPECIFICATIONS_ -PHASE I UNITS PAVING. TYP. J �P X X X x X f I----_--------_-_--------------.__.-------------------- -------- _---_-------- I I I J I I{ I I I 1 I I I SITE PLAN SCALE: 1 "= 50' 124274,43 ?4wa0,93 VERTICAL. DATUM NAw W TOP OF BASE AT SOUTH SIDE OF LIGHT POLE AT SOUTH SIDE OF 30th STREET NE, FIRST POLE WEST OF AUBURN WA NORTH. POLE 1501 EL.=54.60' BASIS OF BEARING, MAD 8310 C/TY OF AlJ&M COORDNAIE SYSIEL FWW 2' BRASS DUSK MARKED 'AUB OPS 114' & 1 1/7- MAW DISK MARKED 'AUB 6PS 17e i ' I 1 ■ ��� Mi substa " _ _ISM 00 cm 8M e AS. ROJECT " e SITE r PROJECT ENTRANCE: OFF 30th STREET NE VICINITY MAP CIVIL SHEET INDEX C-1 CIVIL COVER SHEET C-2 EROSION CONTROL AND DRAINAGE PLAN C-3 FINAL GRADING AND PAVING PLAN C-4 I UTILITY PLAN PROJECT INFORMATION APPLICANT: HU INC. DBA HANGARS UNLIMITED. ATTN: GARY BOLSTER 17791 FJORD DRIVE, NE, SUITE 218-DD POULSBO, WA 98370 1-888-294-8147 ADDRESS: AUBURN MUNICIPAL AIRPORT 400 23rd STREET NE AUBURN, WA 98002 JOHN ANDERSON, MANAGER PARCEL: 000080-0009 SITE AREA: 2.26 ACRES MORE OR LESS ZONING: LF, LANDING FIELD AREAS: TOTAL PAVEMENT: 0.57 AC. PHASE I, 0.60 AC. PHASE II ADDED TOTAL BUILDING: 0.50 ACRES PHASE I, 0.50 ACRES PHASE II TOTAL ADDED IMPERVIOUS: 2.17 ACRES (AREA SERVED BY AIRPORT REGIONAL STORMWATER FACILITY) LEGEND i SET PK Na O SET MAG NAL MW DISK • SET 51r RE'BAR 107H RED CAP MARKED *& W.S. TRAV' • CULVERT 080 BLOW OFF V FIRE HYDRANT a WATER VAULT >< WATER VALVE OS SANBTARY SEVER MANHOLE Op STORM DRANN MANHOLE o CAM N BASIN P P4MQ2 VAULT ❑ POST +0000 SPOT ELEVA71ON - S - SANITARY SEWER LINE - SD - STOW LNI E - W WMER L# E CALL BEFORE YOU DIG 800 424-5555 RECORD DRAWING CERTIFICATION PROJECT REF: BLD02_ 0098 -__- THESE DRAWINGS CONFORM TO THE These plans are approved for conf• rr CONTRACTOR'S CONSTRUCTIO" RECORDS. with the City of Auburn's Engineer Division Requirements. GP 7/24/02 TIT LE/POSITION: Approved By: CONFIRMED BY CITY: L'IMITE: Date Approved: , .a��.- ot4o EXPIRES S i 5 U z � M N � O F� I � x v .r/ Sol V U . NO DESIGN RY MJL DRAWN BY RCT ,A,1 4-12-02 AS -Shown 22134 Tcmi nF 4 PF d GS4 I OF 4 oz01689 CONTRACTOR: WARNING ACTIVE AIRPORT. SEE NOTES ON MAIN TITILE SHT. C-1 FOR SAFETY REQUIREMENTS. SWI SEC. f TWN. 21 N RNG. 5E W.M. DRAINAGE CONSTRUCTION NOTES: ` FOR GENERAL STORM DRAINAGE CONSTRUCTION NOTES, SEE SHEET C1. CATCH BASIN I/!21 \ RIM BAS.45 r---------------------------______________.__ + ---~------'--------`-'-'---- '----------------------------- d ► SD1 VERIFY CONNECTION TO EXISTING SYSTEM. \ IE=48.75 15"ADS SE. II I CONNECT AS REQUIRED TO ENSURE SUFFICIENT IE=48.20 307RCP N. i I; SANITARY SEWER MANH SLOPE FOR POSITIVE FLOW/DRAINAGE. IE=48.22 301RCP S. I �' RIM EL. =54.34 N.E 94 CLEAN EXISTING STORM DRAIN CATCH BASIN. E=46 8" p CONNECT NEW ROOF LEADER LINE FROM BUILDING f 3 + i IE=47.08 6" S. , BUILDINGS TO EXISTING CATCH BASIN. INLET IE \ \ I I a I I I I / I AS SHOWN FOR ROOF LEADERS NO. DATE REVISION 1 4-12-02 INITIAL SUBMITTAL _ 2 6-28-02 INCORPORATE CITY REVIEW 3 4 -zi-03 4s -twi, Riaov AtA&vA*l o � 12" D1 SLEEVE I -"_CROWN EL,=50.S INSTALL STREAMGUARD FILTERS OR SUITABLE 00 i hkh h�h1 �Ng �� ( p APPROVED ALTERNATE IN ALL CATCH BASINS -----=---- �,►K _ h°' I s i �- s (INCLUDING EXISTING). MAINTAIN FILTERS UNTIL $pi _ _ _ _ _ - _ _ _ _ - _ _ _ _ - _ - - - - -�- I ► I I SITE IS STABILIZED. CALL 1-800-909-3677 FOR r-CATCH BASIN �9 I CATCM BASIN ,�"10 +''-`----------- 3 ( Sp / RIM EL.=54.22 I -CATCH BASIM III CATCH BASIN #12 cp 3 " / RIM EL.=54.19 / RIM EL.=54.23 BRIM EL.=54.08 hk t I I PRODUCT INFORMATION AND ORDERING. SEE tE=50.08 12 ADS E. a / IE-50.47 12 ADS E o / " / I { I FIRE DEPARTMENT \ -+ - ``--- �•..� _ / E=50.00 15"ADS NW r E=51.14 6"PVC N. V) i ►E=50.98 8 PVC E. 1 IE=51.48 8"PVC w. I � AUBURN DETAIL EROSION-04 FOR ALTERNATE. k� _7'- - - _ _ 4j`� / / IE=51.66 6"PVC N. I ( { I CONNECTION 4j - -kL - - _ _ - IE-50.52 12 ADS W. / IE=50.96 12'ADS W. I kIk I I I y' I N. 124586.33 + � - SD sa sfl ��- - - sp_ _ _ 2 - _ SD � SD SID SD SD ha. I It to I I D4 SAWCUT EXISTING PAVEMENT. REPAIR AND I I iK E: 1295218.80 k6t ® kh� p - - - - - _ _ _ _ _ _ + + 3 111�I I REPLACE EXISTING PAVEMENTS, ETC. AS h h Ih PHASE II LIMITS ® ��' _ h°'-`-O�------____ ---- 6` -�h� I REQUIRED DISTURBED BY STORM DRAIN i�. _ _kI bh 1 "� "'F' �"�- _-_- x3° VAULT INSTALLATION. SEAL ALL PAVEMENT JOINTS WITH h�. PAVING ASPHALT AR-4000W. "' 1j� 3 M 124557.12 ®p IN LIEU OF CONSTRUCTION ENTRANCE, A �D�D4-/ D8 - f 1 : 1295689.31 SWEEPER SHALL BE AVAILABLE ON -SITE AT ALL DS SD9 D1 NEW ASPHALT D9 ' +I I I TIMES. I CDII SD9DS DS NEW ASPHALT 1 ! I + - DS k I I D6 INSTALL FILTER FABRIC FENCING TO CONTROL CATCH BASIN �120 � = �"� II I I SEDIMENT RUNOFF PER CITY OF AUBURN RIM EL.-53.93 I 11 I i I STANDARD DETAIL EROSION-02 AS INDICATED. I fi I I iE=49.56 15 ADS SE. I 2.5'X2.5' VAULT I , -��I ► E=48.61 301RCP N. I I FOR SITE BOUNDARIES AND BEARINGS SEE SHEET I� 1 1 I " C� 101 �� I I I i I I r -1 � I£=49.53 24 RCP SW. � o L �P I r_�+ I 7 E=48.66 30"RCP S. A h°` hh. 1� I� I = C-5. SITE AREA: (BOTH PHASES) 2.26 ACRES �- JP o+o I I + + HANGAR Q CB 102 h`' 1 I I AS PROPOSED, 0.57 AC NEW PAVEMENT PHASE I, I k I h� rCATGk BASIN ,j15 HANGAR C CATCH BASIN ,�22 - -1 � h h ' 1 q RIM EL.=5s.1e �Ii I I D9 D1 I RIM EL.=54.90 I I I I I x 0.60 AC NEW PAVEMENT PHASE II, ROOF AREA E=W.34 12"ADS N. ^ y \� I I If=50.43 12"ADS E SD9 H BASIN #7 --� f f I � j °' 1.0 AC, (BOTH PHASES) IE=50.33 241RCP I I' I ► 1E=50.38 15"ADS NW. RIM EL.=54.82 FOUND X I + I NE. 1 � NO 2 6 1 .a, n, IE- 50.33 24 RCP SW MARKED "s ± I I I I I 4R FOR FINISHED GRADES SEE FINAL GRADING AND s D8 D1 SD9 DS h I I III I PAVING PLAN, SHEET C-3. I \ IE 52W/) NEW ASPHALT-,(� SD D h `-NEW ASPHALT) D9 D1IIL. i fl i I' I I i DOWNSPOUT ROOF LEADER LOCATION TO BE VERIFIED D4 a4 I I III I SD9 / I I{ I I I O WITH ARCH'L PLANS. CONNECT TO EXISTING STORM �. - .- SYSTEM w/ SUMP SIMILAR TO DETAIL STORM-05. SO I S I.__� mug 3T - I I rE 124421.38 C� D SD do I hN II J 1295695 18! _ ,_ _ hh'_� PHASE II LIMITS h h�� p S IE 52.40 'w I I I AFTER CONSTRUCTION COMPLETE, EACH PHASE, STENCIL DRAINS TO AIRPORT I I 1 Nj k� -ice o PHASE 1 LIMITS pV �� CATCH BASIN 6 _�! gh I I I D1 ANTI -DUMP MESSAGE ON ALL CATCH BASINS PER KING �'' �r- I COUNTY SURFACE WATER MANUAL STANDARDS. REGIONAL STORMWATER I I I I h° i D6 SILT FENCE TYP. FACILITY 1 I i 2 ,- ---,---�_,_,. �,, - -1-`� hh rE=51.91 8"PVC W. ��'1 I I , I f I I ALL ROOF LEADER LINES TO BE 6" PVC TIGHTLINE D9 �`2� D1 TYPICAL, CONNECT TO DOWNSPOUT SUMPS AND CATCH ' N NEW ASPHALT D4 i i I a DS NEW ASPHALT If I I 1 BASINS AS SHOWN. DS i I I + DS DS I I I �! ti IF HYDROSEEDING IS REQUIRED, APPLICATION RATE Ul d o D9 D1 AND SEED MIXTURE TO BE PER KING COUNTY I / 1 D1 HYDROSEED REQ'TS IF NEEDED I I I I Ilh��i I °� � DS I � I I I � P!-�!*S� SURFACE WATER MANUAL STANDARDS. h ( 2'X3' I UL , 6 i 0 h h h e• I D SD1 I � I `� + HANGAR D_�h --}-h hh� h°` HANGAR E cB 104 HAN F i � I t 1 G��'tPt,E1!'�P • D1 TEMP. WATER FOR CONSTRUCTION AVAILABLE . + +h 1I I I I I HYDRANT. CONTRACTOR TO COORDINATE TEMPORARY D I CB 103 + I `i 5•+,�WATER AND METER WITH CITY OF AUBURN AT OWN cATrxt BASIN /20- I `O D9 D1 D9 D1I 1 IOlt I EXPENSE. RIM EL. =54.69 I 1, L 1J I 001 rE=50.39 15"ADS Sl!_4 fifth 3oTM S \1` - � w. �.._- � , . I I � IE=49.03 30"RCP N.1 1 �- ("A ':'•i ,., DS hhI 1 I IE=49.39 18"PVC NY{� I \ r�r+A F 1 D si 1. IE=50.24 307RCP S. I I 3 ,t_50. CNEW ASPHALT- oil a ` fr► I GRADING AND EROSION CONTROL NOTES: IE=50.4 NEW ASPHALT I I I I D1 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL 1--. FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION, PRIOR wis I 6, , I w �� hfolb W --W �W yy W _- W __41-7 _ j I j I ,I- ON BETE PAD TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES SHALL �'- _ i cb hh- h h 8 DIP WATER MAIN D SD1 4t W W ww W h I I i I RO ND FIRE HYDRANT BE MAINTAINED, AND UPGRADED IF NECESSARY, TO INSURE THAT SEDIMENT -LADEN WATER ��w 8" DiP WA ER MAIN W h�- IN - h�� I AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL I 6 0 © - - ---i - - - _ - _ _ _ _ _ _ _ - - - _ h ' W I I N: 124274.43 DRAINAGE WAYS. OR THE EXISTING CITY STORM DRAINAGE SYSTEM. N.- 124271.P4 I hb 6IE 52.90 �°� - 0 95690.93 _ _ _ _ _ _+�� _ _ _ _ _ _ _ _ _ _ _ hh EP __ _ _ _ - hh1 - -�_ - I I 2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE E:129 99. 4 T--------------- ---------------------- ----- __ ______________ ----.--..-_- -- _ _ _- -- -- _ _...,�-�..- _ =FIr � � � CITY. D SD1 _ - - - - - - - h I I 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SEDIMENTATION AND PHASEp r -' "' - - i'I 1 EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO I ��� g:.. BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL 2.5'X2.5' VAULTS j I + +h gh' -- DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT / , i X X X D SILT FENCE, i�. X X a5 % I I DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND 1 ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE iC L - - - - - - - - I I PERMITTEE. 1; I X X I I t I i_ _ p _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - _ - - ` - _ - _ _ LMMTS OF DISTURBANCE CLEARING I I 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND - - - - - - - - - - - _ _ J I THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL PONDS, SHALL II REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL FOR A, I Sp 30 FEET WIDE STORM DRAINAGE STING GRASS AREA f THEIR REMOVAL HAS BEEN RECEIVED FROM THE CITY. �fo ICEASEMENT AS SHOWN ON SHORT PLAT, (SUGGESTED EQUIPMENT STORM DRAIN MAIW E #1 �I� =- RELEASED BY THE CITY COUNCIL. WASH PAD 5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE RIM EL.=56.10 _ - Ji -- \ SEE NOTE 2. I DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO IE=50.96 f"RCP N t,-------------------------------------------------- _-____-_-_-____---- 1 SWEEP ALL AFFECTED PUBLIC ROADS AS NEC NOTE: ALL STORM DRAIN PIPE TO BE 6" PVC, USE SDR 21 FOR LESS THAN 3'-0" COVER AND SDR 35 FOR GREATER THAN 3'-0" OF COVER. PHASE I CATCH BASIN SCHEDULE PHASE II CATCH BASIN SCHEDULE CB# 103 TYPE 1 w/ GRATE CB# 101 TYPE 1 w/ GRATE RIM = 55.00 RIM = 54.50 6" I E N= 53.50 6" I E N= 53.00 6" I E S= 53.50 6" I E S= 53.00 CB# 104 TYPE 1 w/ GRATE CB# 102 TYPE 1 w/ GRATE RIM = 55.00 RIM = 54.50 6" I E N= 53.50 6" I E N= 53.00 6" I E S= 53.50 6" I E S= 53.00 STRIPPING QUANITY: PH-1 = 580 C.Y. (4" OVER SITE) PH. II = 570 C.Y. TOTAL = 1150 C.Y. EASEMENT NOTE: EASEMENTS DEPICTED ARE OF RECORD IN SHORT PLAT NUMBER SP-15-81. STORM DRAINAGE EASEMENTS RECORD NUMBER 82-07-2990-02. TOPOGRAPHY NOTE: EXISTING UTILITIES NOTE: EROSION CONTROL RESPONSIBILITES NOTE: TOPOGRAPHIC INFORMATION EXISTING UTILITY INFORMATION WAS OBTAINED FROM BEST AVAILABLE SOURCES EROSION CONTROL MEASURES ARE NOT LIMITED TO THE ITEMS ON THESE DEPICTED WAS PROVIDED BY AT THE TIME OF DESIGN. UTILITIES MAY EXIST ON SITE THAT ARE NOT PLANS. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND SOUTHWEST SURVEYORS AND HAS DEPICTED. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR RELOCATION MAINTENANCE OF ALL EROSION CONTROL MEASURES. NO SILTATION OF NOT BEEN FIELD VERIFIED BY MC OF CONFLICTING EXISTING UTILITIES WHETHER SHOWN OR NOT. CALL FOR EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL BE ALLOWED. CARE SQUARED, INC. LOCATES BEFORE BEGINNING CONSTRUCTION. ; SHAU, 9E TAKEN TO PREVENT !MIGRATION OF SILTS TO OFF -SITE PROPERTIES. DRAINAGE LEGEND FOR SYMBOLS NOT SHOWN SEE GRADING, SITE AND UTILITIES SHEETS. SURFACE FLOW DIRECTION - STORM DRAIN 4 p LINE IS FILTER FABRIC _ x FENCING SEE STORM NOTE V DESIGNATED CONTACT PERSON: GARY BOLSTER, HU, INC CONTRACTOR: TBD. PHONE:1-888-294-8147 i PAGER: 1-360-981-3797 ESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 6. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN THIRTY DAYS SHALL BE STABILIZED WITHIN TEN DAYS. FROM OCTOBER 1 TC MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOIL WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN SEVEN DAYS SHALL BE STABILIZES IMMEDIATELY. SOILS: SOILS ARE TWO TO FOUR INCHES OF TOPSOIL, OVERLYINC FINE GRAINED SANDS, SILTY SANDS, SILT, AND SANDY SILT. SANDY SOILS ARE GENERALLY MEDIUM DENSE AND MOIST TO WET. SILTS ARE TYPICALLY SOFT TO STIFF AND WET. THE SILTY SANDS AND SILTS TYPICALLY CONTAIN SOME FINE ORGANIC MATERIAL. SEE SOILS REPORT BY TERRA ASSOCIATES, INC. DATED 2-6-98. SCALD' 1 1=30 FEET 0 15 30 60 ji VER7ICAL DATUM NAw 88 TOP OF BASE AT SOUTH SIDE OF LIGHT POLE AT SOUTH SIDE OF 30th STREET NE, FIRST POLE WEST OF AUBURN WA NORTH. POLE #501 EL.=54.60' BASIS OF BEARING: MAD 831V CITY CF AUBURN COCRDR471E SV57M FGUND r BRASS DISK MAIW;C "AU& OPS 114" & 1 1/i" BRASS DISW MARKED "AUB IBIS 173" CALL BEFORE YOU DIG 800 424-5555 RECORD DRAWING CERTIFICATION I PROJECT REF: BLD02-0098 THESE DRAWINGS CONFOR; l TO THE CONTRACTOR'S CONSTRUCT 71N RECORDS. . *ACX a. Jelorb" a47-E.-_t4*3 TITLE/POSITION: CONFIRMED BY CITY: DATE: These plans are approved for confora nonce with the City of Auburn's Engineenir g Division Requirements. CP 7/Z410$ Approved "Oia6 Date Approved:�.,��(,2�%__ OF ►►AS I Q 33424 cw S�dNAL EN -28-0 EMRESS 5/31/03 11 17� I4 OW W W � � i1y z W A DESICN BY MJL DRAWN BY RCT DATE: 4-12-tit SCALE As-,Sb o wn JOB NO. 22134 HEFT NO. C-2 pF " of,`?- Z ". `i CONTRACTOR: WARNING ACTIVE AIRPORT, SEE NOTES ON MAIN TITILE SHT. C-1 FOR SAFETY REQUIREMENTS. SWI SEC. 6 TWN. 21 N RNG. 5E W.M. GRADING CONSTRUCTION NOTES: FOR GENERAL GRADING CONSTRUCTION NOTES, SEE SHEET C-1. \ ` CA TCH BASIN 121 \ \\ RW EL. -53.45r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ___ _ _ II I G1 CONTRACTOR OPTION: PROVIDE 12 CONCRETE STRIP OUTSIDE \\ ►E-4&75 15"ADS SE. I -- ----------------------- II ; OF BUILDING PERIMETER. SEE DETAILS THIS SHEET FOR \ 1E=41 30-RCP N. I 1 2 I I I - SANITARY SEWER MANHOLE #3 IE=48.22 30_ "RCP S. I I ;� I I 7 I RIM EL.=54.34 ELEVATION DIFFERENCES AT VARIOUS CONDITIONS. I 3 It f I IE=47.114 8" Er UNLESS NOTED OTHERWISE, FINISHED GROUND ELEVATIONS \ \ IE=47.08 6" S. G2 OUTSIDE THE BUILDING SHALL BE 0.5' LOWER IN AREAS BUILDING a I v, I I ,� WITHOUT ENTRIES OR SLABS. FINISHED GRADE WILL BE \ \ \ \ \\ 3 I I I 12" DI SLEEVE 0.06 LOWER THAN FINISHED FLOOR AT ENTRY WAYS. CATCH\BASIN 1 03�"--__Cll EL.=50.92 GRADE OF SLABS WILL BE AS SHOWN FOR DRAINAGE. \ , \ \� hkh, kko, kh� k� S ,,,� S PROVIDE SKID RESISTANT MOVEABLE RAMP TO ALLOW - -----_ ------------------------ h ► I I HANDICAPPED ACCESS OVER DOOR TRACK AND SLAB EDGE. \\ \ \\ FA SDI1. /1--CATCH BASIN #9 I f--CATCH BASIN #10------'�----'--"------ + I ( I \ RIM EL.=54.22 ( -CATCH BASIN #11 CATCH BASIN #12 3 I O SPOT ELEVATIONS SHOWN ARE FINAL GRADE AT TOP OF \ 3 t Sp f RIM EL.=54.19 / 1` k. I � I G3 \\ a \\ \ .- - - _ - CATCH BASW #17 IE=50.08 12"ADS E. IE=50.47 12"ADS E. o / RIM EL.=54.23 I RIM EL. =54.08 h \ \ t I - - / IE=50.00 15"ADS CATCHVBA9I #16 CATCH�BASIAI i5 IE=50.98 8"PVC E. IE=51.48 8"PVC W. I I II { I FIRE DEPARTMENT PAVEMENT OR SLAB, AS APPLICABLE. - Nf. IE=51.14 6"PVC N. I + I I r CONNECTION o - r IE=51.66 6"PVC N. I I r \ � � k• �'--'-----_-_-- � IE=50.52 12"ADS W. / " RUNW \ 1 I h'- - - - - IE=50.96 12 ADS W. CATCH BASIN #14 S"'- X I \N. 124586.33 4!1 SD SD L4 - So -S - - - _ �- _ sD _ _ - -SD --�- SD SID �_� SD - hk. I I I I e SAW CUT EXISTING PAVEMENT TO NEAT EDGE. - HATCH I _I E. 129521S.80 6� h� O - - - - - - _ _ _ _ _ + 1� + �,- I i EXISTING GRADES. SEE NOTE 2 ON SHEET C 4. 4.}hk' PHASE II LIMITS 5 �hk' 7 �,` �k-�'l` y� _ _ _ - - tk6 k i_ a � ! hh1� I j k�ti k 2 G4 MATCH EXIS- G EDGE •�'i LSOEE HNEIQA S UNLIMITED SPECIFICATIONS L �� -- _ o - I I x3' VAULT I ( I h ARRICADE OF PA T GRADE k k k$ I SITE CONSTRUCTION NOTES: h (PHASE I ALY) y bj ' I CDTAXIWAY ACTIVE I + I "' 3 u + M 1 \ :124557.12 FOR GENERAL CONSTRUCTION NOTES, SEE SHEET C-1. rkk N - 3 �t I : 1295689.31 2.6X 2.9% 2.4% 2,4% II I I 1 REMOVE GRASS, SOD AND ORGANICS BELOW SITE BUILDINGS I r G1 G1 2.6% 1 2.390 I I I O AND PAVING LIMITS AS SHOWN. IF REQUIRED TO STOCKPILE II r I NO DOORS _ go I Q I PAVE EN - .- h I h I I TOPSOIL. PROVIDE PROTECTION PER EROSION AND AREA REM VINS ! I 1 I '� -- CATCH BASIN #20 55.50 FF I II I I I SEDIMENTATION CONTROL PLAN AND NOTES. SEE SHT. C-1 IN (GRASS I /I y o I ( 55.50 IMF' 3 ROLUNG 55.50 FF ROLLING I II I I AND C-2. 53.93 I I �9 I ' 15"ADS SE. FFE = 55.50 G2 55.44 FG 55.44 FG 3 55.50 FF 55.50 FF I h I 55.44 "R P O - DOORS _ DOORS _ G2 55.44 FG 1 55.44 FG 1 1 I 11 1 1 2.5'X2.5' VAULT I\ I I� �.� C N. 1 FFE 55.500 - - I I I I i i SAWCUT EXISTING PAVEMENT TO PROVIDE A NEAT EDGE. 1 \ I I "RCP SW. 1 0, NO 1 _ NO p00R''." 1 NO DOORS 2 UNPAVED DOORS - hh' 1 �,� NO D09RS _ 11 I z 2 JP 1 JP -i- NO DOORS'"RCP s. HANGAR A +`� HANGAR 1 G2 h`' 1 h I>k I w O SEAL ALL PAVEMENT JOINTS WITH PAVING ASPHALT I o n i �' 8 CB 101 i I i hk v, I - yo ,-CATCH BASIN #5 RIM 54.50 8 � CB# 102 FANGAR50 I ��I I I I z O AR-4000W. R M CE =5SIN 5.18, 22 - 5 ` I 1 M 55.50 FF h 1 RIM EL.=54, 90 RIM 54.50 g .U. I a 55. (`-�J�� I i # a 55.44 FG I IE-50.43 12"ADS E. 55. ATCH BAN #7 � 55. i I i i �fT I 3 PROVIDE NEW PAVING IN AREAS SHOWN. SEE PAVING IE=50.38 12"ADS N. I \ 1 \ I)BO I IE=50.38 15"ADS NW. 55.44 RIM EL.=S .82 " ST I I O SECTION THIS SHEET AND PAVING NOTES ON SHEET C-1. IE=50.33 247RCP NE. I \ CATTO IE=50.33 24"RCP SW \\ �\ i I -... DRAIN 5 MARKS© STl1B I I { I I J'+ 1 f11 I SEE SHEET C-1 FOR CONSTRUCTION NOTES, C-2 FOR CATCH BASIN I \ I� I S _ 1 B!-FOLD -- hh'I I I I{ 4 I'� 13( �� G 1 1.29� 2.0 1.2% 1.9% G 1 I O DRAINAGE, NAG E, I I I 3 (�) 1.3% DOOR 1% I �) I I I I I I EROSION AND SEDIMENTATION PLAN AND C-4 FOR /1.48% I IIII I UTILITIES PLANS. � r i I N III ATCH BASIN 60 I I CgT._I� f3A.SI+! . f 1 I STOP _ I �1�1 r I �. PROJECT TO BE CONSTRUCTED IN PHASES. PHASE I I .__-__-�.__.�. I N: 124421.38 5 0 h I PAVEM 3 .' FULL SIZE SAFETY BARRICADE �1 p ~' Emp,11f CIE 1295695.18 TO BE HANGARS D,E, F AND ASSOCIATED PAVING S h I ( SEE HANGARS UNLIMITED SPECIFICATIONS h '� ti I kN I 1 I ADJACENT TO PHASE I BUILDINGS. PHASE II INCLUDES -�--� _ _ -I L h _ PHASE II LIMIT'S gh' �CATCH BASIN 8 h I - _ ;1� h i HANGARS A, B AND C AND ASSOCIATED PAVING. �� k� -�-�o PHASE I LIMITS 5 + ay MATCH EXISTING EDGE MnW �2 I AREA REMAINS I I I 1, hh. hh' O h�' OF PAVEMENT GRADE G4 2 hh IE=51.91 8"PVC W. hk1 i I ( I i 6 ACTIVE TAXIWAY. SEE SHEET C-1 FOR SAFETY IN GRASS I 13= h o �''r.. I I I I I I REQUIREMENTS AND ACCESS PROCEDURES. HANGAR'S j I I j G4 MATCH EXISTING EDGE I I I I UNLIMITED CONSTRUCTION SPECIFICATIONS, I I O OF PAVEMENT GRADE 2 g G1 �-� 1 BI-FO I I rISTOVN 2'0% G1 1.8% 3 2.2� C 3) 2`9� 2'8� _ DOOR + I ],I I ACTIVE TAXILANE/ SEE SHEET C-1 FOR SAFETY / PA"E - V SLOPE O REQUIREMENTS AND ACCESS PROCEDURES. SEE x 1 I 13 VARIES TO 2 I ,7 I o. EXISTING T56.10 FF 1 ht�1 I I HANGARS UNLIMITED CONSTRUCTION SPECIFICATIONS. _56.10 FT" - 56.10 FF PAVEME.NT 56.10 F 56.10 FF 56.04 F = 56.04 FG 56.04 FG � I 56.04 FG FFE - 56.10 G2 04 FG FFE 56.10 G2 1 ! I N ��I i O 56 O RS I I ► ALL BUILDING DIMENSIONS TO BE VERIFIED BY ACTIVE �. t 2'x3'UL 2 UNPAVED 1 NO CB# 104 1 g I '1 1 1 1 _CONTRACTOR WITH ARCHITECTURAL PLANS BEFORE TAXIWAY I q - NO DOORS G6 8 I I NO 1 - DOORS RIM 55.00 I I w CONSTRUCTION. k A7 BASIN #5 HANGAR D�> _ �x HANGAR E 1 L I N O O 1 h 1 + t DOORS - h CB# 103 c;.' 1 HA 11 I al I I a 5 P ' NO DOORS 3 I+ I= 3 ROLLING 1 56.10 FF 1 RIM 55.50 3 ROLLING 8 FFE 56.10 G2 of 1 j a I , s .10 FF - DOORS _-- --�, 5610 FF _ 56.10 FF 56.10 FF 1 ►!� I I GENERAL NOTES (ASPHALT PAVING) 56.04 FG DOORS CATCH BASIN #20- � _ \� I b 3 � FG � G 56.04 FG � 56.04 FG I�°p I RIM EL.0.39 1.69 I 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN If=50.39 15"ADS SE i � g I I IE-49.03 30 RCP N.) ' �� L -AI - `' .I I I ACCORDANCE WITH CITY OF AUBURN STANDARDS AND THE =49.39 18`P4C NilrV FI.- II I MOST CURRENT COPY OF THE STATE OF WASHINGTON _... E c F G 1 0.8% IE=50.24 30"RCP s. I I 3? �� G1 0� 3 i I I i STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND _.5. I RUNWAY STOP NEW Fuu. SIZE sA�E11r _,1 IE 5 A 1.7% 1 BI FOLD 1° I I SEE C-1 I VEME W e��- sly' DOOR I I' I I , MUNICIPAL CONSTRUCTION. , -CONCRETE PAD 6�� I + W b. 0k W w8" DIP W w w W -h9 _ W W -�� W W W _ �' . 111111111111111411 "1", Jig'' h .r I I I I / I OUND FIRE HYDRANT 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ACTIVE _ + m h hh' WA MAIN h h. W W " w w h�-_ W _ a� � i AIRPORT TRAFFIC CONTROL ACCESS AND SAFELY h h h 8 DIP WATER MAIN h h OTAXIWAY -r- -►-- - _ ----�--__ _ _ _ _ - _ _ ___�__ _� _ .._�� �h _ _ - - _ _ - - - h W I I I N: 124274.43 PROCEDURES IN ACCORDANCE WITH THE FEDERAL, STATE, o EXISTING TAXILANE i h� h� h6� 1A �� 1 I I /,I �fiE 1295690.93 CITY OF AUBURN REGULATIONS AND AIRPORT MANAGER N: 12I4271. 4 i --__ h---------- h_- hh' -- -_ hh --_---------- --I_- I I �I DIRECTIONS. PRIOR TO DISRUPTION OF ANY TRAFFIC, E:129 199. 4 T -�'--------------- -}----------- EP--------- -- - ------- ------------------- ---------"'- ��--�-- I TRAFFIC CONTROL PLANS SHALL BE PREPARED AND 1 I err MATCH EXISTING EDGE G4 2 MATCH EXISTING EDGE 2 ��� I I SUBMITTED TO THE CITY AND AIRPORT MANAGER FOR r,l k OF PAVEMENT GRADE OF PAVEMENT GRADED I I ' APPROVAL. NO WORK SHALL COMMENCE UNTIL ALL PHASE I LIMIT'S I I h,�. - ___. h� h_ _ k I APPROVED AIR TRAFFIC CONTROLS AND REQUIREMENTS 2.5'X2.5' vAULrj\ i� i 5 + �hh. - + i ARE IN PLACE. I JP i X X X X X X X I 3. ALL FINISHED GRADES, SUBGRADES, AND ANY OTHER 1 I I X X f I VERTICAL AND/OR HORIZONTAL ALIGNMENT SHALL BE I I STAKED BY AN ENGINEERING OR SURVEYING FIRM ►--n STORM ---------------------------------------------------------------------------------------=----------� CAPABLE OF PERFORMING SUCH WORK. STORM DRAIN MANHOLE #1 N I I \-}a 30 FEET WIDE STORM DRAINAGE I 4. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING h�9 I �I' D - SD T RELEASED BY THECIEASEMENT AS SHOW SOU COUNCIL. PLAT, NOT pocoi I STORM DRAIN MANHOLE t -ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE PER CITY OF AUBURN REQUIREMENTS AND TACKED WITH L HANGAR LAB TIONAL ASPHALT EMULSION TYPE CSS-1 IN ACCORDANCE WITH HANGAR SLAB 12 F. CONC, HANGAR SLAB 2" CLASS B ACP SLOPES -SEE " NOTCH. SEE 12" WIDE REINF. CONC. 2" COMPACTED CSTC FND PLAN PERIM A N. TYPICAL /-- ADJACENT FND PLAN PERIM APRON. TYPICAL THE STANDARD SPECIFICATIONS. THE NEW ASPHALT AROUND P An COMPACTED BALLAST SHALL BE FEATHERED BACK OVER EXISTING TO PROVIDE SIDES , MONO EDGE I I I I - NOTE: THIS DETAIL APPLIES WHERE FOLD UP OR NO DOORS ARE INSTALLED WITH ADJACENT PAVING. NO DOOR/BI-FOLD DOOR SLAB INTERFACE DETAIL =D BUIDLING IL N + ASPHALT SECTION (2) #4s TYP W/24" MIN LAP MONO EDGE ,1_C11%111111111111 NOTE: THIS DETAIL APPLIES WHERE NO PAVING IS ADJACENT TO STRUCTURE � UNPAVED AREAS ' 1 SLAB INTERFACE DETAIL TYP / D00RSLAB.DWG AROUND PAVED BUIDLING SIDES 1-3/4" DROP UNO T �. . co =III ASPHALT SECTION MONO EDGE W/24" MIN. LAP NOTE: THIS DETAIL APPLIES WHERE ROLLING DOORS ARE INSTALLED. 2 ROLLING DOOR SLAB INTERFACE DETAIL TYP DOORSLAB.DWG TyP TOPOGRAPHY NOTE: EXISTING UTILITIES NOTE: EROSION CONTROL RESPONSIBILITES NOTE: TOPOGRAPHIC INFORMATION EXISTING UTILITY INFORMATION WAS OBTAINED FROM BEST AVAILABLE SOURCES EROSION CONTROL MEASURES ARE NOT LIMITED TO THE ITEMS ON THEE DEPICTED WAS PROVIDED BY AT THE TIME OF DESIGN. UTILITIES MAY EXIST ON SITE THAT ARE NOT PLANS. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND SOUTHWEST SURVEYORS AND HAS DEPICTED. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR RELOCATION MAINTENANCE OF ALL EROSION CONTROL MEASURES. NO SILTATION OF NOT BEEN FIELD VERIFIED BY MC OF CONFLICTING EXISTING UTILITIES WHETHER SHOWN OR NOT. CALL FOR EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL BE ALLOWED. CARE SQUARED, INC. I LOCATES BEFORE BEGINNING CONSTRUCTION. SHALL BE TAKEN TO PREVENT MIGRATION OF SILTS TO OFF -SITE PROPFIRTIFS, FOR A SEAL AT THE SAW CUT LOCATION AND THE JOINT .: ...>. :.:. SEALED WITH GRADE AR-4000W PAVING ASPHALT. 71 ® ©v .v.o o ©vVV. 1=1 11=1 I I I I -I 1I- COMPACTED NATIVE SUBGRADE. COMPACT TO FIRM AND UNYIELDING STATE. NOTE: ALL THICKNESSES ARE COMPACTED DEPTHS CONFORM TO CITY OF AUBURN SPECIFICATIONS. SITE PAVING SECTION 5. COMPACTION OF SUBGRADE, ROCK, AND ASPHALT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. M W0 NO. DATE REVISION 1 4-12-02 INITIAL SUBM17TAL 2 6-28-02 INCORPORATE CITY REVIEW 3 4-34-03 AS -0i GRADING LEGEND AND ABBREVIATIONS SYMBOL DESCRIPTION G1 SEE GRADING NOTE OF NUMBER INDICATED 100 -- NEW CONTOUR - - - 100 - - EXISTING CONTOUR DITCH FLOWLINE OR -- - GRADE BREAK 100.00 TC TOP OF CURB ELEV 100.00 TP TOP OF PAVEMENT ELEV 100.00 FG FINISHED GROUND ELEV FFE = 100.00 FINISHED FLOOR ELEV FOR SYMBOLS NOT DEFINED ON THIS PLANT REFER TO LEGEND ON SURVEY, SITE OR UTIILITY PLANS. LEGEND O a I a 19 NEW PAVEMENT SECTION NQ SEE NOTE X BARRICADE LINE FOR SYMBOLS NOT DEFINED ON THIS PLI REFER TO LEGEND ON SURVEY, GRADING OR UTIILITY PLANS. SCALE- 1 =30 FEET 0 15 30 60 ti VERTICAL DATUM NAVD 88 TOP OF BASE AT SOUTH SIDE OF LIGHT POLE AT SOUTH SIDE OF 30th STREET NE, FIRST POLE WEST OF AUBURN WA NORTH. POLE #501 EL.=54.60' BASIS OF BEARING: MAD d3/91 CITY OF Al COO{RMAIE SYSTEM FOUND Y MASS DISK MARKED "AUB CPS Ile & 1 W MASS 01W MARKED "AUB GIPS 1 7e CALL BEFORE YOU DIG (800) 424-5555 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. By: DATE: 4-4-03 TITLE/POSITION: CONFIRMED BY CITY: LVITE: PROJECT REF: BLD02-0098 These plans are approved for confor, with the City of Auburn's Engineering Division Requirements. CP 7/Zl{o2 • roved . Dote Approved- JPAI 2.1- LE pV WYAS4 5 Q 424 TERr'� S�OTdAI J U O `O Za xOefin ri• O Z H o H 6 ,Q' x 0 z #lint. DESIGN NY M]L DRAWPV M RCT DA,,. 4.12-02 SCALE As 221 4 SHM'I" NO. C- 73 rT o;,D 1 c eq � - ii 5 `i El u, 14 CONTRACTOR: WARNING ACTIVE AIRPORT. SEE NOTES ON MAIN TITTLE SHT. C-1 FOR SAFETY REQUIREMENTS. SWI SEC. 6 TWN. 21 N RNG. 5E W.M. \\ CATCH BASIN #21 I 1 \ RIM EL. =53.45 r---------------------------- it 1 \ IE= 48.75 15 "ADS SE. 1 \ IE=48.20 30"RCP N. 1 12 II �-- SANITARY SEWER MANHOLE 13 \ \ IE=48.22 307RCP S. 1 I Q 11 / I RIM EL.=54.34 IE=46.94 8" N. 3 I I / IE=47.14 8" E. IE=47.08 6" S. BUILDING 12" DI SLEEVE \ \ \ \ \ a 3 I I ao (� I "-CROWN EL. =50. 92 as co I gk' hk-\ S ---------�--------------------------+---------------------- SDI CATCH BASIN J(9 I I- CATCH BASIN ,PTO - + - - - - - - - - � - - - - - - -+ ( I \ \ � 3 I SD / " l RIM EL.= " -------I--------------- I I _ ( -CATCH BASIN #11 CATCH BASIN #12 gp 3 1 \ \ \ �1 / RIM EL.-54.22 54.19 I- / RIM EL.=54.23 RIM EL.=54.08 k' 1 IE=50.08 12 ADS E. / IE=50.47 12 ADS E. o / 1 y I I I FIRE DEPARTMENT S " / / tE=50.98 8"PVC E. 1 IE=51.48 8"PVC W. I CONNECTION IE=50.00 15 ADS / IE=51.14 6"PVC N. / IE=51.66 6"PYC M. I I I I i �D'-`-------------k" ----- IE=50.52 12"ADS W. / IE=50.96 12"ADS W. \N 124586.33 1-- SD SD - SD 3D` __---SQ - _ - S2 _ - LSD - - _ _SD ---- SD SD SO SD hk I 11 i I j Ih E:1295218.80 k6� kh4 4y0----_+ --- + .�3 I�yr I PHASE II LIMITS �k' _ `�° y -4, - - - - - - - - - - - - - - k�' k`' 80 I -�- -+� - X3' VAUL T k�� I I I I � 124557.12 /►,p U 4 © 1295689.31 jj j I I 0 _ ___.., h 1 I II I REMOVE SEWER LATERAL CATCH BASIN ,f<2o I I I I THAT EXTENDS BEYOND I T �� N I) ( RIM EL.=53.93 U6 I 4i1 1 MANHOLE ►E=49.56 i'S ADS SE. O 11 I r I I I li I I 2.5'X2.5' VAUL T "\ I � tE= 48.81 30 "RCP N. 'h I I 1 1 TIE-49.53 247RCP SW p k1 I I 1 1 k' IE-48.66 30"RCP S. HANGAR A hk' h�' +� o�. �� HANGAR C ��' I w _ I hk°L JP+1 o+ + HANGAR BI- _ ' r-CATCH BASIN #5 + I �I 1( I Q CA TCH BASIN #22 - 11 l I i / N ht I RIM EL. = 54, 90 I ( 1 I I = RIM EL.=55.18 \ \ I a IE=50.43 12"ADS E. n. PRIVATE METER U7 IE=50.38 12"ADS N. ^ \ 1 = I " CATCH BASIN ,f�7 �•"O PE WATER TYP. I I I 1 I IE=50.33 24"RCP NE. 1 \ \I a. I IE=50.38 15 ADS NW. RW EL.=54.82 FOUND 2X6 HOSE µ ~ MARKED "S* ® I I I I I EXISTING WATER LINE IE=50.33 24"RCP SW. ,:. Q - U3 �+ 3 l W SD I I I B I III �SIsEEVE F6R PHONE U5 hk �T = 3/4"0 I AIN I . - _ 1 F FU FORCE M 1NNW WATER ?' I 11�11 I - - - - G. rI&E bjh' i I I 3 �1 h�� P `lp ,I'1 I N� kry I I 11 f E: 295695,18 r or -}--� _ T ; _ _ _�h HASE N UW1S - 4j� gh' �- CATCH BASIN #8 c�h' 1 I I I } I I n kh p PHASE I LIMITS �- {� 92 _ EDGE OF I Ini yh huh ��� �� IE=51.91 8"PVC W. k� I I I ASPHALT 1 I I I I I I l I I °C Ott1 '' HOSE BI :... / I VATF J-"0 PE WATER TYP. I I I I METER U7 II ��I � 1 I I I ISTTNG hh I 2'X3' AUL a WATER LINE I++ hkg z OPT HANGAR D r ' ��$ �� HANG F A + +� +h� HANGAR E +h�,• ; 31 a. I I CATCH BASIN 120- RIM EL.-54.69 .•.._ " PE WATER IE=50.39 15"ADS SEA I \� s8 I HOSE ��01 IE=49.03 30"RCP N. \ --f,A "C H t� � � 1 1 �II�I I -�--__. BIB ,7 •t ��, ;�,� I � i i I IE=49.39 18"PVC NNr I I �\ �.. S�1 I RIM EL `' F `t' �' r IE=50.24 30"RCP S. I 3 -_. I rE 5u 86 r = 1 I: t,y ' " ADS r 1 I I I W '1 6� -k PAD W W W W W- / �- ONC�ET FIRE HYDRANT ROUND 8" DIP WATER MAIN �' W W �� W W - W g� W yy yy A � �� I ��� hh g�0 h�6 W h 8" DIP WATER MAIN g#'h W __ _ h� I i I - - - _ W { , I N: 124274.43 6b 0p 69 �� I I I i I E: 1295690.93 N: 121*71. 4 I h fib. ��. h. '1 I I I �. I I-----EP-------------------------------------------- h _EP- hh -I,•_ �I E:129Y199. 4 T �, �_'_- ------------------------------------------------- ---------------__- _-==-^r- -------,,:�_---=FP=«--- -��--� - �g� i ► r _10" _ _ PHASE I LIMITS 2.5'X2.5' VAULTh /I i + + -}'h� -? 1 I --------------------------------------------------------------------------------------------------------------- I �--q- -J I I I � I SDI 30 FEET WIDE STORM DRAINAGE 1� SD EASEMENT AS SHOWN ON SHORT PLAT, I h �1' �D - RELEASED BY THE CITY COUNCIL. I STORM DRAIN MANHO� E /f__j___ I \ SEE NOTE 2. RIM EL.-56.10--_L_ _ ----------------------------------------------------------- IE=50.98 �0"RCP N. C] IE=51.25 1 "ADS E. � � I \\-CAT BASIN 23 -----------'---------------- UTILITY CONSTRUCTION NOTES: FOR GENERAL WATER AND SANITARY SEWER CONSTRUCTION NOTES, SEE SHEET C-1. U1 VERIFY LOCATION FOR PHASE II CONNECTION TO EXISTING U4 PHASE II. CONNECT 6" PVC :SANITARY SEWER LATERAL AS SYSTEM. I.E. MATCH EXISTING SHOWN TO BUILDING C. PROVIDE CLEAN OUT PER AUBURN U2 PHASE I. PROVIDE 3/4" WATER SERVICE AND METER PER CITY OF AUBURN STANDARDS, FEBCO 805Y BACKFLOW PREVENTER AND SINGLE METER TO HOSE BIBS. ROUTE PER BLDG. PLANS. SEE DETAIL WATER-13. PROVIDE BEARING METER BOX. FIELD LOCATE BACKFLOW PREVENTER IN TRAFFIC BEARING BOX. U3 PHASE II. PROVIDE 3/4" WATER SERVICE AND METER PER CITY OF AUBURN STANDARDS, FEBCO 805Y BACKFLOW PREVENTER AND SINGLE kirER TO HOSE BIBS. ROUTE PER BLDG. PLANS. SEE DETAIL WATER-13. PROVIDE TRAFFIC BEARING METER BOX. FIELD LOCATE BACKFLOW PREVENTER IN TRAFFIC BEARING BOX. STANDARD DETAIL SEWER-03. SLOPE SAN. SEWER LATERAL 2 MINIMUM. MATCH EXISTING STUB INVERT. U5 JACK BENEATH EXISTING TAXILANE AND INSTALL 6" SLEEVE FOR TELEPHONE AND ELECTRICAL. CONTRACTOR OPTION TO SAW CUT TRENCH AND RESTORE ASPHALT PER AUBURN CITY DETAIL. U6 PROVIDE HOSE BIBS AT LOCATIONS SHOWN. COORDINATE LOCATIONS WITH HANGARS UNLIMITED. SEE DETAIL THIS SHEET. U7 OPTIONAL PRIVATE 5/8" METER. INSTALL IF OWNER EXERCISES OPTION FOR REST ROOMS IN BLDGS C AND F. TEE FROM 3/4" LINE AND PROVIDE AUBURN STANDARD METER PER DETAIL WATER-13. PROVIDE TRAFFIC BEARING BOX. BOTH METERS TO BE DOMESTIC SERVICE. NO IRRIGATION METERS ON SITE. STAMP LID COVER WITH WORD "PRIVATE." TOPOGRAPHY NOTE: EXISTING UTILITIES NOTE: TOPOGRAPHIC INFORMATION EXISTING UTILITY INFORMATION WAS OBTAINED FROM BEST AVAILABLE SOURCES DEPICTED WAS PROVIDED BY AT THE TIME OF DESIGN. UTILITIES MAY EXIST ON SITE THAT ARE NOT SOUTHWEST SURVEYORS AND HAS DEPICTED. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR RELOCATION NOT BEEN FIELD VERIFIED BY MC OF CONFLICTING EXISTING UTILITIES WHETHER SHOWN OR NOT. CALL FOR SQUARED, tlC. LOCATES BEFORE BEGINNING CONSTRUCTION. EROSION CONTROL RESPONSIBILTES NOTE: EROSION CONTROL MEASURES ARE NOT LIMITED TO THE ITEMS ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES. NO SILTATION OF EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL BE ALLOWED. CARE SHALL BE TAKEN TO PREVENT MIGRATION OF SILTS TO OFF -SITE PROPERTIES. EASEMENT NOTE: EASEMENTS DEPICTED ARE OF RECORD IN SHORT PLAT NUMBER SP-15-81. STORM DRAINAGE EASEMENTS RECORD NUMBER 82-07-2990-02. WATER INSTALLATION NOTES: 1. MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN SEWER AND WATERMAINS. 2. MAINTAIN A MINIMUM OF EXISTING 4' HORIZONTAL SEPARATION BETWEEN SEWER AND WATERMAINS. 3. THE LONGEST STANDARD LENGTH OF WATER PIPE SHALL BE INSTALLED SO THE JOINTS WILL FALL EQUIDISTANT FROM SEWER CROSSINGS. 4. WATER LINES WILL CONFORM TO CITY OF AUBURN NOTES ON SHEET C-1. 5. INSTALL ALL WATER LINES TO PROVIDE A MINIMUM OF 42" OF COVER FROM FINISHED GRADE TO CROWN ON LINE. 6. CONTRACTOR TO VERIFY EXACT LOCATION, LINE TYPE, SIZE AND DEPTH OF EXISTING MAINS AT CONNECTION POINTS PRIOR TO COMMENCING WATER SYSTEM INSTALLATION. COORDINATE WITH CITY OF AUBURN INSPECTOR 48 HRS. PRIOR TO DISTRIBUTING ANY SHUTDOWN NOTICES, IF REQUIRED. 30* CUT ANTI -FREEZE HOSE BIB/HYDRANT. LOCATE PER OWNER 40. DATE REVISION 1 4-12-02 INITIAL SUBMITTAL 2 6-28-02 INCORPORATE CITY REVIEW 3 4 -23 -03 AS - dr0i #4' ROc~ aA LEGEND FOR SYMBOLS NOT SHOWN SEE SITE AND DRAINAGE SHEETS. 100 NEW CONTOUR -I 0A - EXISTING CONTOUR DITCH FLOWLINE OR GRADE BREAK 100.00 TC TOP OF CURB ELEV 101 �.00 TP TOP OF PAVEMENT ELEV 100.00 FG FINISHED GROUND ELEV FFE = 100.00 FINISHED FLOOR ELEV FIRE HYDRANT iC FH WATER METER °W BACK FLOW PREVENTER 08 WATER VALVE W THRUST BLOCK TEE }} ELL 4 EXISTING WATER LINE - - w - TO REMAIN PROPOSED WATER LINE -W - SEE UTIL NOTE e PROVIDE PLACARD ON BLDG. ADJACENT TO HOSE BIBS. WASHING OF PLANES PROHIBITED. DO NOT USE WATER TO WASH PLANES. ----ATTACH TO 44 TREATED POST w/ METAL CLAMPS. 3/4"0 GALV. PIPE RISER, 36" HIGH. 3/4"0 GLAV. PIPE CONCRETE FOOTING PAD 3/4.0 PE WATER J " 12 SQR. HOSE BIB DETAIL 1"=V-0" SCALE 1 =30 FEET 0 15 30 6 ti VERTICAL DATUM NAVD 88 TOP OF BASE AT SOUTH SIDE OF LIGHT POLE AT SOUTH SIDE OF 30th STREET NE, FIRST POLE WEST OF AUBURN WA NORTH. POLE #501 EL.=54.60' BASIS OF BEARING: MAD 831H C17Y OF�AUJ�t &M•00y0�1Iy�oMARKED SYSTE110 L FOUND DRAW DISK V D `AUB CPS 114" & 1 1/7' MASS DISK MARKED CALL BEFORE YOU DIG 800) 424-5555 RECORD DRAWINC CER`FICATION I PROJECT REF: BLD02-00098 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. By: A�K J • LC1 M&AW,6 / DATE: TITLE/POSITION: E06f-vicm CONFIRMED BY CITY: LATE: These plans are approved for cor with the City of Aubur-'s Enginee Division Requirements. G1? 7/z4�Z Approved By:;���_ Date Approved:;X/? W0110 S _. T L d� G) tST�� ONA L. F. 8-0 EXPIRES 5/31/03 Ono 00 H E-+ Z A PF tl QsI q' OF 010 14 eq