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96-101254GENERAL NOTES 1) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY CITY CODE (FWCC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY HE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). IT SHALL BE HE SOLE RESPONSIBILITY OF HE APPLICANT AND HE PROFESSIONAL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO HE CITY OF FEDERAL WAY. 2) THE DESIGN ELEMENTS NSOME ACCORDING E ELEMENTS MAY BEEN OVERLOOKED OR MISSED BYHE CITYENGINEERNG PLAN ENGINEERING FEDERAL WAY REVIEW CHECKLIST. REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. 3) APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.) 4) BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN HE CITY OF FEDERAL WAY, HE APPLICANT, AND HE APPLICANTS CONSTRUCTION REPRESENTATIVE. CALL 661-4131 5 A COPY OF THESE APPROVED PLANS MUST BE ON HE JOB SITE WHENEVER CONSTRUC1ION IS IN PROGRESS. 6; CONSTRUCTION NOISE SHALL BE LIMITED AS PER FEDERAL WAY CITY CODE (SECTION 22-1006); NORMALLY HIS IS 7 AM. TO 8 PM., MONDAY THROUGH SATURDAY. 7) IT SHALL BE HE APPLICANTS/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN HE RIGHTS -OF -WAY. 8) FRANCHISED UTILITIES OF OTHER INSTALLATION, ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMENTS AND HE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO HE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION, 9 VERTICAL DATUM SHALL BE KCAS OR NGVD-29. 10� GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH HE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH HE WSDOT/APWA STANDARD SPECIFICATIONS. 11) ALL UTILITY TRENCHES IN HE RIGHT OF WAY SHALL BACKFILLED WITH % IN CRUSHED ROCK. 12): ALL UTUTY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY. 13) ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3. 14), OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE DIRECTOR OF PUBLIC WORKS AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03 (8) 3. 15) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN HE TRAVELLED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23-TRAFFIC CONTROL, SHALL APPLY. 16) CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST ADDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, 17� ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. 18 ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH KCRS ERSFOR 44' IN HEIGHT FORNFILL NUM EC TIIONS9UNLESSNDESIGNEDCIES BYRA GEOTECHN CAL OR STRUCTURMAY NOT EXCEED 8' INIAL GHT ENGNEERTLIC NSOEDSIN R THE STATE OF WASHINGTON, 19) PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE HE TRUE ELEVATIONS AND LOCATIONS OF ALL UTILITIES, ON -SITE AND WITHIN THE PUBLIC RIGHT-OF-WAY. DRAINAGE NOTES 1) PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE RE- CONSTRUCTION MEETING. 2) ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7-02.3(1), THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF FOUNDATION MATERIAL, AND REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE, 3) STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 4) ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS, ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS, 5 ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS DRAWING NUMBERS 41, 46, 47, OR 48, 6� ALL DRIVEWAY, IMUSLOCATED WITHIN 3:11 SLOPE FROM HE EDGE OFOAY SHALL BOSUFFICIENT LENGTH THEDRIVEWAYOHE BOTTOM TO ROVIEA MINIMUM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPES. 7) ROCK FOR EROSION PROTECTION OF DITCHES, CHANNELS AND SWALES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8" ROCK/40%-70% PASSING; 2"-4" ROCK/30%-40% PASSING; AND -2"ROCK/10%-207. PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS DRAWING NUMBER 51 OR AS AMMENDED BY THE APPROVED PLANS. RECYCLED ASPHALT OR CONCRETE RUBBLE SHALL NOT BE USED. LOCATED IN SECTION 21, T21 N, R4E, W.M. FEDERAL WAY, WA MATCH EXISTING PAVING GRADES &,PRESERVE EXISTING DRAINAGE PATTERNS, TYPICAL �V DUMPSTER/RECYCLE (16'X15') NE089*16'39" W/ 1007 SITE OBSCURING 6' LO HIGH SOLID WOOD FENCE 0 LANDSCAPING PER SHEET•LI 150.0, I' v b I © 50' 0- 22' r:. ... I REMOVE EXIST. PAVING I v, }'. 4. )' DWN I 5' AND INSTALL NEW v I (2) HOUR FIRE i PLANTER ISLAND AS ' - - - - (40) - - - -� WALLS SHOWN q'rP 4'(o ts' 14 5, NEW INTERIOR RAMP M TO LOADING DOCK 10' — _o io �EXIST. , REMOVE EXIST. PLANTERS PAVING EXISTING BUILDING 4 AS SHOWN, RELOCATE I 10,104 SF SPRINKLERED u' DUMPSTER & FENCING, N 77` N I� PROVIDE NEW ASPHALT I 5' PED. I T PAVING ACCESS o M ao I 15' 18' 25' ^I t 5 a I 5 CANOPY - - - o O ®ENTRY I I 6 a r I 610-SWALE I, EXIST. PAVING ;, 27' GONG, CURB " G1L" 2" A.C. PAVING SLOPE_ DN 0 0 o 0 0 0 o e Oo. 0 0 o a Oo o80 o e o Oo• 00 MINUS COMPACTED SUB -BASE CRUSHED ROCK CURB & PAVING SECTION N.T.S. SHEET INDEX NO. TITLE Cl SITE PLAN S1 FLOOR PLAN S2 ELEVATIONS & DETAILS S3 STRUCTURAL NOTES & DETAILS = 17'30'56" R = 234.35' L = 71.64' IIt 5D I N y C / C END EXTRUDED H/C '� r CONC. CURB h 6\ 4 i � y �m moo• m � I—� _ 9 EX 10' UTILITY EASEMENT �6 aON� EXIST. D/W Q c EXIST S/W o- SITE PLAN 1 "=20' , = 29.52'55" R = 204.35' L = 106.58' NOTE: THESE PLANS HAVE BEEN CREATED TO DETAIL THE CONSTRUCTION OF THE EXTERIOR LOADING DOCK ADN INTERIOR RAMP AT THE NORTHWEST CORNER OF THE EXISTING BUILDING ONLY. ALL OTHER ASPECTS OF THE PROJECT ARE EXISTING PER THE CITY OF FEDERAL WAY FILE NO. BLD 96-0154. Permit Number. TAT, A?,;roved By: Duc: t — comments: �— UPR 95-0019 PRE 95-0018 SPR 95-0017 SEP 95-0016 FILE No. BLD 96-0154 CITY OF FEDERAL WAY APPROVED BY: DATE APPROVED: — KITTS CORNER `■� N W SITE s I� N m S 340TH ST vi s ST S. 341ST N Q 161 a 00 S. 344H ST N C J 99 z O CD a � U I o 00 S. 348H ST ■ P"� w o ,M ASSESSORS TAX # 390380-0080 Z — z CD N rn X VICINITY MAP �a J w o 1"-1200' Eri z t- z � W N U0,LnO SITE DATA -dco ADDRESS: ------------------------- 1820 S. 341ST PL. FEDERAL WAY J ."d. m , SITE AREA ------------------------- 28,000 SF (t) S .ro = N ZONING-------------------------- MP U ¢ OCCUPANCY ------------------------ B, S1, F1 CONSTRUCTION ---------------------- 5N TOTAL BUILDING AREA ----------------- 10,104 SF BUILDING HEIGHT --------------------- 24.17' (t) PERCENT SITE COVERAGE ---------------- 36% BLDG, 67.8% IMPERVIOUS SETBACKS: >_ SOUTH -------------------------- 20 (+) + 30 TO CL R.O.W.. � WEST-------------------------- 63' EAST-------------------------- 10' Z NORTH ------------------------- 10 _ cr PARKING REQUIRED: OFFICE ------------------------- 2,000 SF/300 = 6.7 MFG/WHSE/STORAGE---------------- 8,104 SF/1,000 = 8.1 — Z TOTAL ------------------------- 14.8 SPACES ZD o PARKING PROVIDED -------------------- 16 SPACES m LANDSCAPING REQUIRED REQUIRED-----------------320 S.F. Q LANDSCAPING PROVIDED---------------- 07 S.F. W U IMPERVIOUS AREA --------------------- 18,995 S.F. (67.87.) Q _ L.t J � LEGAL DESCRIPTION r o w LOT 8 OF KITS CORNER BUSINESS PARK RECORDED Q IN VOLUME 112 OF PLATS AT PAGES 26-29. SITE DATUM ►�'� M 1) BENCH MARK USED: CITY OF FEDERAL WAY B.M.#2168-8-1. N RAMSET WITH BRASS WASHER IN NEW SIGNAL POLE BASE 50 FEET o 00 SOUTH OF HIGHWAY 18/1-5 DIRECTION SIGN. NEW SIGNALIZED INT. o AT SR-161 AND PACIFIC HIGHWAY SOUTH, WEST SIDE BD. 200 FEET + OF 16H. ELEV=309.777 2) PROJECT BENCH MARK IS TOP OF BRASS CAP AT THE INTERSECTION OF 18H PL S. AND S. 341ST PL, ELEV = 357.14 3) KING COUNTY DATUM OWNER INFORMATION McKINZIE CONSTRUCTION, INC. z P.O. BOX 4985 Q FEDERAL WAY, WA 98003 ` J PHONE: (253) 874-0144 W FAX: (253) 874-8975 W LEGEND DESCRIP110N NEW EXISTING FIRE HYDRANT CATCH BASIN D AS PAVING w CONC. SIDEWALK C� LANDSCAPING C hW� WASy �c PARKING OX �Q �► '� EXTRUDED CURB �,P 27060 p �� s F' RETAINING WALL S/ �/S0/sTERFE ' ROCKERY �- a �� EXPIRES 3/8/2001 iV DATE NOV 1999 / E "- DRAWN BY ,be . G. M O Av RESUBMITTED DESIGN BY A.F.P. its: J 1 31999 Joe ,wo Lu 99-015 REV. DATE BY DESCRIPTION T NO. w Al Aft OM I c