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Home My WebLink About11D2032 RM� NIL ow I � 70C a - OWNER: CIVIL ENGINEER: � � MR. M9(E COTTER MR. BARRY S. KNIGHT, PE OMEGA INDUSTRIAL CONTRACTORS INC. CTS ENGINEERS AUBURN , WASHINGTON 6530 SOUTH 292ND STREET 1412-112TH AVE. N.E., SUITE 102 AUBURN, WA 98001 BELLEVUE , WA. 98004 s mim sr PH: (253 804-6000 PH: ((425 455-7622 62-13 NE 1 OF SECTION 2, TOWNSHIP 21 N , RANGE 4 Eq W. M FAX: (25 ) 804-4000 FAX: (425) 462-1374 � ; I EMAIL- mcotterOomegoic.com EMAIL- bknightOctsengineers.com M1 ZONING C3 ZONING s mm sr I I PLANNER AGENT: GEOTECHNICAL ENGINEER: � I I � � EXISTING TEMPORARY - SITE . ► ,� - MR. BRADEN ALLEN WESLEY R. JOHNSON, P.E. i OFFICE SPACE /- PEODIDMENTATION i 33710-124TH STREET SE 1 F N.L. OLSON AND ASSOCIATES, INC. SULTAN, WA 98294 2453 BETHEL AVE. SE FUTURE FUTURE < < PH: (425) 232-7369 PORT ORCHARD, WA 98366 - GARAGE OFFICE I � s EMAIL: specsltdOearthlink.net PH: (360) 876-2284 (UNDER (UNDER I vm a Mw FAX: (360) 876-1487 - - SEPARATE SEPARATE h s EMAIL•w johnsonOnlolson.com PERMIT) PERMIT) k, • PR SED O s SURVEYOR. _ NTS ENVIRONMENTAL CONSULTANT: EP A BE MIT) r -�'_ • _ - __ °° s R b,� MR. SIEVE McCASKEY, P.L.S. ` I � I � CTS ENGINEERS MR. STEVEN F. NEUGEBAUER, LG, LHG, WET VAU 1412-112TH AVE. N.E., SUITE 102 LEG, REq - --� ,, ; -.may f s BELLEVUE , WA. 98004 SNR COMPANY - PH: (425) 455-7622 d _ ' - N FAX: (425) 462-1374 15211 - 3RD PLACE NE ' ^ - VICINITY MAP EMAIL- mccoskeysOctsengineers.com PH: (, 5) 98019 rr^� _- - NT5 PH: (425) 788-3015 -- _ EMAIL: steve®snrcompany.com - / T. SITE ENTRANCE I LEGEND ism --- i != --- . ' Ca, om I \ EATING NEWS DESCRIPTION doo LEGAL DESCRIPTION �, ' SITE PLAN N j ------------- ------------- BOUNDARY LINE PROPERTY LINE THAT PORTION OF GOVERNMENT LOT 1 AND THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 2, ' SCALE' 1"-100' _ _ 64 E » INTERMEDIATE CONTOURS TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BASIS OF BEARING: 100 0 100 200 300 _/o ZO MAJOR CONTOURS pom rm COMMENCING ON THE EAST LINE OF SAID GOVERNMENT LOT 1 AT A POINT WHICH IS SOUTH 01'33'33" WEST, HELD NORTH 1'33'33' EAST FOR THE EAST LINE 1412 - 11t1N AV=K 945.12 FEET FROM THE NORTHEAST CORNER THEREOF; OF THE NORTHEAST QUARTER OF SECTION 2, n • CATCH BASIN TYPE I suns tot THENCE NORTH 89'1 T33" WEST, 428.00 FEET; TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., PER SCALE: 1 = 100 MUM ym"m ® CATCH BASIN TYPE II THENCE NORTH 01.33'33" EAST, 99.91 FEET TO A POINT ON THE SOUTH LINE OF THE NORTH 845.12 FEET OF THE RECORDING NU uMBER 9809151598, RECORDS OF 8' VERTICAL DATUM: SANITARY SEWER MAHNOLE NORTHEAST QUARTER OF SAID SECTION 2; KING COUNTY, WASHINGTON. THENCE NORTH 89'17'33" WEST ALONG SAID SOUTH LINE, 652.19 FEET TO A POINT ON THE EAST LINE OF THE WEST NAVD 88, HELD CITY OF AUBURN BENCHMARK "27-B". FIRE�RAN,T, 1524.60 FEET OF THE NORTHEAST QUARTER OF SAID SECTION 2; X27-8 = FOUL CHISELED SQUARE IN GUARD RAIL AT THE J4 FIRE HYDRANT THENCE SOUTH 01'05 07 WEST ALONG SAID EAST LINE, 317.86 FEET TO A POINT ON THE NORTH LINE OF NE of THE TAX ACCOUNT NUMBER. NORTHEAST CORNER of 37TH ST. NW BRIDGE OVER SR 167 ELEV=78.37'. H VALVE SOUTH 1236.00 FEET OF THE NORTHEAST QUARTER OF SAID SECTION 2 3 Y ; r THENCE SOUTH 89055'04" EAST ALONG SAID NORTH LINE, 309.58 FEET TO A POINT ON THE NORTHERLY LINE OF 0221049098 BENCHMARK #27-A = FOUND CHISELED SQUARE IN GUARD RAIL AT THE • WATER METER ° THE M. MARKDAHL ROAD AS CONVEYED TO KING COUNTY BY DEED RECORDED IN VOLUME 1167 OF DEEDS, PAGE Z 0 N I N G: NORTHWEST CORNER OF 37TH ST. NW BRIDGE OVER SR 167 ELEV=78.51. ♦ UTILITY POLE z 133, RECORDING NUMBER 1592515 (ALSO KNOWN AS MEREDITH RD. OR S. 292ND ST.); E-- UTILITY POLE ANCHOR o THENCE NORTHEASTERLY ALONG SAID NORTHERLY LINE TO THE EAST LINE OF THE NORTHEAST QUARTER OF C3 HEAVY COMMERCIAL (ABUTS WEST VALLEY HIGHWAY). SIGNS �► �o fn SAID SECTION 2; STORAGE SHED: GARAGE: Co THENCE NORTH ALONG SAID EAST UNE, 95.00 FEET, MORE OR LESS, TO THE POINT OF BEGINNING; M1 LIGHT INDUSTRIAL DISTRICT (ABUTS SOUTH 292ND ST. CONIFEROUS TREE 4J TYPE OF CONSTRUCTION: 1B TYPE OF CONSTRUCTION: V (SPRINKLERED) �' 9 EXCEPT THE RIGHT OF WAY OF SECONDARY STATE HIGHWAY NO. 5M (WEST VALLEY HIGHWAY • AND EXCEPT THAT /37TH ST. NW). BUILDING SF = 4,800 SF BUILDING SF = 6,000 SF )� NO. OF STORIES: 1 NO. OF STORIES: 1 + MEZZANINE 0 DECIDUOUS TREE o P0�2�THEREOF CONVEYED TO THE CITY OF AUBURN BY DEED RECORDED UNDER RECORDING NUMBER TABLE OF CONTENTS BUILDING HEIGHT = 21'-4" BUILDING HEIGHT = 28' z OCCUPANT LOAD = 48 OCCUPANT LOAD = 10 -'-•-•- STORM DRAIN LINE a SHEET #/TOTAL DESCRIPTION OCCUPANCY GROUP S-1 OCCUPANCY GROUP F -. - -- SANITARY SEWER LINE RE AIRED PERMITS: GVR 1 OF 9 COVER SHEET WATER LINE C 1 2 OF 9 PLAN - 5 ADDITIONAL PERMITS REQUIRED FROM THE CITY OF AUBURN: STORM PERMIT. C2 3 OF 9 PROFILE AT EDGE OF ROAD IMPERVIOUS SURFACE: •- POWER LINE M C3 4 OF 9 SECTIONS do DETAILS o NON-BUILDING PERMITS REQUIRED FROM THE CITY OF AUBURN: C4 5 OF 9 OVERALL SITE PLAN A. TOTAL EXISTING IMPERVIOUS (SF) 7,327.90 }• 2 WATER PERMIT, 1 GRADING PERMIT, AND 2 811CKFLO PERMITS. C5 6 OF 9 OVERALL UTILITY PLAN B. TOTAL PROPOSED IMPERVIOUS (SF) 25,925.92 PARKING TO BE PROVIDED: C6 7 OF 9 CROSS SECTIONS C. NET CHANGE (SUBTRACT ITEM B FROM ITEM A SF) 18,598.02 it G1 8 OF 9 GRADING PLAN STORAGE SHED: SG1 9 OF 9 TRAFFIC SIGNAL PLAN PARKING REQUIRED: 1 PARKING STALL PER 2,000 SQ. FT. (3 MINIMUM). (PER CITY CODE, CHAPTER 18.52, FOR WAREHOUSE do STORAGE) V STORAGE SHED AREA = 4,800 SQ. FT. THEREFORE, MINIMUM of 3 PARKING c CONSTRUCTION SEQUENCE FOR HALF-STREET GENERAL NOTES. o STALLS REQUIRED. cb IMPROVEMENTS & WATERLINE EXTENSION 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. PARKING PROVIDED: 5 PARKING STALLS (INCLUDING 1 ADA STALL) I ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. ° 1. ATTEND A PRECONSTRUCTION MEETING WITH CITY OF AUBURN OFFICIALS. GARAGE: `V 2.ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD PARKING REQUIRED: 1 PARKING STALL PER 400 SQ. FT. (3 MINIMUM). 2. INSTALL NEW CATCH BASINS ON NORTHWEST CORNER OF WVH / S. 292ND ST. INTERSECTION, AND MODIFY SPECIFICATIONS FOR ROAD BRIDGE, AND MUNICIPAL CONSTRUCTION (2002)," EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S (PER CITY CODE, CHAPTER 18.52, FOR MOTOR VEHICLE REPAIR do SERVICE GARAGE) t V cq EXISTING C8 #M113. INSTALL TEMPORARY EROSION AND SEDIMENTATION (TESC) MEASURES. CONSTRUCTION STANDARDS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL. BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. GARAGE AREA = 6,000 SO. FT. THEREFORE, 15 PARKING STALLS REQUIRED. PARKING PROVIDED: 15 PARKING STALLS (INCLUDING 1 ADA STALL) 3. COMPLETE CLEARING IN DESIGNATED CONSTRUCTION LIMITS. 3.A PRE-CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT 4. WALL NEW VIDEO DETECTION CAMERA AND PEDESTRIAN PUSH-BUTTON SIGNALS ON S. 292ND STREET. AT 253-931-3010 TO SCHEDULE A MEETING. TEMPORARY OFFICE: PARKING REQUIRED: 1 PARKING STALL PER 300 SO. FT. (3 MINIMUM). M 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE (PER CITY CODE, CHAPTER 18.52, FOR OFFICES) 5. SAWCUT EXISSTIING ASPHALT PAVEMENT AND REMOVE ASPHALT WITHIN CONSTRUCTION LIMITS. ° SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL TEMPORARY OFFICE AREA = 1,440 SQ. FT. THEREFORE, 5 PARKING STALLS REQUIRED. 3 - UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING, AND PARKING PROVIDED: 6 PARKING STALLS (INCLUDING 1 ADA STALL) 0 6. ES SHOWN 8 DNA. wATERMANN ON S. 292ND STREET AND INSTALL 2 DNA. SERVICE LINE AND METERS, RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF AS SNNOwN ON SPIFFY C5. WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE-CALL (1-800-424-5555) FOR UTILITY LOCATIONS z 7. INSTALL EMPTY 3' DNA. PVC: CONDUIT ON NORTH SIDE OF S. 292ND STREET, TO ACCOMMODATE WIRING (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND CABLE). CALL 2 DAYS � FOR P06SNBLE FUTURE ILLUMINATION IMPROVEMENTS. BEFORE OIgE 0 5. IF A PROPOSED ROUTE IS NOT INCLUDED ON THESE PLANS, APPROVED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL a 8. *WALL CURB AND GUTTER ON WEST VALLEY HIGHWAY AND S. 292ND STREET. BE SUBMITTED THE CITY FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE YOU WII s� m WILL ADVERSELY IMPACT THE STREET NETWORK, A SEPA AMENDMENT MAY BE REQUIRED TO EVALUATE THE IMPACTS AND DETERMINE A$ OHM 9. RE-INSTALL SIGNS. MITIGATION REQUIREMENTS BEFORE BEGINNING WORK. HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATIVE ROUTES, t � As DETERMINED BY THE CITY. 1 -800-424-55 10.00NSTRUCT NEW SIDEWALK WITH TREE WELLS, NEW ENTRANCE DRIVEIMAY, AND NEW CURB RAMPS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THE PROJECT. PRIOR TO THE START OF WORK, ALL METHODS i 11.CONSTRUCT NEW BASE AND ASPHALT PIAVEININT BETWEEN GUTTER AND SAWCUT LINE (LEAVE 2" LOW). AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL.. CONTRACTORS NORTRfm am NOTIGITo CENTER SAND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTOR'S RECORD DRAWING CER71FICAWN pROUECT REF FAC09-0014 PP. 12.GRIND EXISTING PAVEMENT (2' DEPTH) AS SHOWN ON PLANS, AND PROVIDE 2" OVERLAY BACK TO GUTTER. OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. S - -20/0 SOB N0. 13.INSTALL NEW CROSSWALK, STOP BAR AND LANE STRIPING. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASN�NGTON LICENSED 1>�E � � THE THESE '� APPROVED FOR FlA o LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. CONTRAC1l'>R'S 71ON RECORDS CONFORANNCE WITH THE ClIY OF AUBURN'S 0 14.IN MI STALL STREET TREES D SOD, AS SHOWN ON PLANS. BI! LATE: 8.5.11. ENGIIVEFRIIVG DN/SIi011t REQUIREMENTS 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT HANDOUT. . 15.REMOVE ALL TESC MEASURES AT PROJECT COMPLETION UPON CITY. APPROVAL. Afti'ONED � p COn ED RY an% DATDATE-T • LATE APPROVED: s a s�I�T , OF 9 cam.