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16-105906 (2)SITE NOTES 0 0 CV C 0 I I f � s RI/RO ACCESS ' E I� 3 Z � a � 3 0 C • Q e 0 4 U S LL U i CL I i e � l 4 EX. TRANSIT STOP I , s I 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION FRONT = 0 (I o EASEMENTS NECESSARY BEFORE INITIATING OFF —SITE WORK WITHIN THE ROAD RIGHT—OF—WAY. INTERIOR/SIDE = 0' SW 1/4 SEC 16, T 21 N, R 4 E, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON — S88�15'39"E 275.00' ' °�""YG,�' •F• �r 2• tY m a m• m 3W rr' e^ v* v C- v �. y a � c• e* v a $ $ i i i w i i i W i i W i a a w i w W $ w W"• I W i m m W W W i i i W w d i W i i i i w W W i i i ♦ i i i i w i i W i m m W W i Wi. 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FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED REAR = 20 �64 9., ° 9 ` ` ` ` �' ` ` ` ` ` ` ` ` ` i ` ` ` ` ` ` ` ♦ i W i i W d i r W �W-`W d i W i W i i " +: -� w i d W i w i W i ♦ i i ♦ i ce♦ ♦ ♦ ♦ i d W i d i W W i W d ♦ i w a w m i i i m i d Y PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET CITY MAX. BLDG HEIGHT = 30' ' `��s ` •- s01*44'13"w 4.37' ♦ a ` ` w i VfI p� L p<W w i W W i W i W W i i �� .,+, ..> .:" •< ._, w a+ -�. i V i W ♦ 6 i ♦ i W i W W i W i i a — .— i i i w ♦ i s W i d W $ i REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF `----------'— '- "—==-=. =i i W W i �� a W W ♦— w �*. ♦ " ♦ ♦ IF w FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. LANDSCAPE BUFFER I �^ w — - = S8815'39"E 246.06' .. 0 9. VERTICAL DATUM SHALL BE KCAS OR NGVD-29. WEST = 5' � O t349.26 EX. ♦ ♦ W ♦ d i W i � i i•. `.'•". �.::.°'..,�+. ••-r. ,,.� EX. HYDRANT NORTH= 5' (TYPE III) ♦ i ♦♦♦ i W i i i i w W°: �� W i W W i w i W W d SITE KEY SOUTH = o' 0 - EAST = 15 (TYPE 1) O Q TRASH ENCLOSURE, SEE ARCH. PLAN FOR DETAILS. f f CD ©CONCRETE BARRIER CURB (TYP.). C $ o 0 EXISTING SIGNAL V © CONCRETE SIDEWALK (PRIVATE). C $.o = 0 SINGLE DIRECTION CURB RAMP. 6 � C-8.0 OE STAMPED CONCRETE PAVEMENT. � 4 GRAPHIC SCALE C-8.0 0 20 0 10 20 40 80 O MENU/ORDER BOARD, SEE ARCH. PLANS FOR DETAILS. i 5 ( IN FEET ) O MODIFY CONCRETE BARRIER CURB TO BE 12" WIDE BY 16" DEEP ADJACENT TO BUILDING. 1 inch = 20 ft. a� c� 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC., DATED MAY 4, 2016. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION — NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF �1 T: VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 5. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDING OR TO THE CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED. 6. ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS SHALL BE STANDARD DUTY PAVEMENT UNLESS OTHERWISE NOTED. 7. REFER TO BOUNDARY SURVEY FOR DIMENSIONS OF PROPERTY LINES, BASIS OF BEARINGS & BENCHMARK INFORMATION. 8. ALL ON —SITE PAINTED STRIPING SHALL BE DOUBLE COATED. SEPARATE COATS SHALL BE APPLIED NO SOONER THAN 4 HOURS APART. 9. PARKING LOT STRIPING SHALL BE WHITE, 4" WIDTH, & DOUBLE COATED, UNLESS OTHERWISE NOTED. 10. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 12. ALL VERTICAL CONSTRUCTION SHALL MAINTAIN 10' MINIMUM SEPARATION FROM OVERHEAD POWER LINES. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF CONFLICT EXISTS AND PRIOR TO CONSTRUCTION OF THE VERTICAL ELEMENT INCLUDING, BUT NOT LIMITED TO, LIGHT POLE BASES AND TRAFFIC SIGNAL STANDARDS. CITY OF FEDERAL WAY GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY REVISED CODE (FWRC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL.. THESE DOCUMENTS ARE SUPPLEMENTED BY THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE 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 THE CITY OF FEDERAL WAY. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY ENGINEERING PLAN 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 (I.E. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.) 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANTS'S CONSTRUCTION REPRESENTATIVE. 5. A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWRC (SECTION 19.105.040); NORMALLY THIS IS 7:00 AM TO 8:00 PM, MONDAY THROUGH FRIDAY, AND 9:00 AM TO 8:00 PM ON SATURDAYS. —� PROPERTY LINE — — ELEC. EASEMENT STD. DUTY PAVEMENT 1 c-s.o CONCRETE PAVEMENT 2 C-8.0 CONCRETE SIDEWALK 3 c-s.o STAMPED CONCRETE PAVEMENT 4 c-s.o PLAZA AREA 3 c-s.o y y y y y y y LANDSCAPING (SEE LANDSCAPE PLANS FOR DETAILS) CONCRETE BARRIER CURB 5R C-8.0 ® NUMBER OF PARKING STALLS PER ROW SITE DATA ZONING: COMMUNITY BUSINESS (BC) PARCEL NO.: 797820-0050 EXISTING USE: COMMERCIAL VACANT PROPOSED USE: FAST FOOD RESTAURANT (COFFEE) SITE AREA: 797820-0050 = 0.69 AC WATER DISTRICT: LAKEHAVEN UTILITY DISTRICT BUILDING DATA BUILDING AREA = ±480 SF CONSTRUCTION TYPE = V—B OCCUPANCY TYPE = B PARKING DATA REQUIRED PARKING — COMMUNITY BUSINESS ZONE REQUIRED PARKING PER CITY OF FEDERAL WAY CODE SECTION 19.220.010 RETAIL = 1 STALL / 300 SF (MIN.) FAST FOOD REST. = 1 STALL / 80 SF (MIN.) RETAIL (ADVANCE AUTO PARTS) APPLICABLE BUILDING AREA = 6,912 SF FAST FOOD RESTAURANT (GRAVITY COFFEE) APPLICABLE BUILDING AREA = 480 SF TOTAL STALLS REQUIRED = 30 STALLS PARKING PROVIDED STANDARD STALLS = 33 STALLS ACCESSIBLE STALLS = 2 STALLS TOTAL STALLS = 35 STALLS SETBACKS BUILDING r a No. Date By Revision Description Did By, Issue Date:`x �A L a> i SMM 01 /04/2017 ,��, a� psi>fo� D Drawn By TAC PERMIT Cn Checked By. Project No.: �,s�° i SMM 10-518-004 SsrONAL 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 Seattle, WA 98109 www.PAcLAND.C-OM SOUTH 336TH STREET (ruaro mcr,r-oFwn» SITE PLAN FULL ACCESS Know what's below. Call before you dig. PERMIT NO. 16-105906—Ra > RESUBMITTED ED CI c 0 m 0 m� 70 a EEB &i nrn� -� kPPRO OF FEDE MAAUN(TY DElRAO �,9YL V�AY /LIL r` Z (D )ATE i D < w J * v W 0 0 -• Q o — C) L n o GRAVITY COFFEE 33370 PACIFIC HWY S. FEDERAL WAY, WA 98003 DA m �` 0 m