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22-103898-Drawing set-9-6-22 (1 of 2)
©A-0A-0Cover SheetA-1Existing Building & ElevationsA-2Existing Building & Site PhotosTP1Topography Survey Plan SP1Site PlanC1.0Civil Plans CoverC2.1TESC Notes & DetailsC3.0 Grading PlanC3.1Drive Aisle ProfileC3.2 Side DetailsC4.0Storm Drain PlanC4.1Storm Drainage Notes & DetailsC4.2Storm Drainage DetailsC5.0Signage & Stripping PlanC5.1 Signage Stripping Notes & DetailsSW1.0Sewer & Water PlanSW1.1Sewer ProfileSW1.2Sewer & Water ProfileSW1.3Connection Box DetailsL-1Landscape PlanL-2Landscape Notes & DetailsL-3Landscape Irrigations PlanL-4Irrigations Notes & DetailsL-5Irrigations DetailsE0.0Electrical Cover SheetE0.1Electrical Sheet SpecificationsLu1Luminaire ScheduleE0.3Energy ComplianceE0.6Electrical Photometric PlanE1.0 Electrical Site Lighting PlanE2.0Electrical Site Power PlanE5.0 Electrical Single Line DiagramE6.0Electrical Panel SchedulesE8.0 Electrical DiagramDrawings Scheduleno scaleSITE LOCATION MAPnguyengroupINTERIORS WITH ASIAN SENSIBILITYBEEHIVE FOOD PARKSITE PLAN LAND USE PERMITLEEKA Architecture and PlanningCreating Positive Impressions in the BuiltEnvironmentwww.leekainc.com web503.644.4222 telsucceed@leekainc.com e-mail1001 SE Water Avenue Suite 175Portland, Oregon 97214PROGRESS SET8/18/2022 12:11:07 AM30640 & 30600 PACIFIC HIGHWAY SOUTH, FEDERAL WAY 98003no scaleVICINITY MAPProject SiteLand Use PermitProces UPIISEPA EnvironmentalConcurrency TrafficReview Submittalno scaleKEY PLAN12345678910111213141516171819202122232425262728293031323334Item No. Sheet No. Description RevisionsR=5730.00' (PACIFIC HI G H W A Y S ) STATE HIG H W A Y N O . 1 VAN12345678910131415161718PP P 1112CCCCCCCCPhase 1 Land usePhase 2 Food CartsNICFuture TI permitPhase 4 CommisaryNIC TI permitPhase 3 BarNICFuture TI permitExist. Dental OfficeNICPhase 2, 3, 4New DumsptersLEEKA Architecture nguyengroupINTERIORS WITH ASIAN SENSIBILITYBEEHIVE FOOD PARK ©A-1SITE PLAN LAND USE PERMITLEEKA Architecture and PlanningCreating Positive Impressions in the BuiltEnvironmentwww.leekainc.com web503.644.4222 telsucceed@leekainc.com e-mail1001 SE Water Avenue Suite 175Portland, Oregon 97214PROGRESS SET8/18/2022 3:52:38 PM30640 & 30600 PACIFIC HIGHWAY SOUTH, FEDERAL WAY 980034612357ABHKMOLJIGFEDCSPQREXISTSHAFTEXIST DUCTS 6'X3'WITH WALLS GARB COMPOS RECYLCEBEAMTYPICAL8' SIDEWALKENTRYMAINABHKMOLJIGFEDCSPQR46123574612357EXISTING BUILDING ELEVATION SCALE: 1/4" = 1'-0"FRONTBACKFLOOR PLANLEFTRIGHTSOUTH ELEVATIONWEST ELEVATIONNORTH ELEVATIONEAST ELEVATIONPHOTO 1PHOTO 2PHOTO 3PHOTO 4LEEKA Architecture EXISTING BUILDING ©A-2no scalenguyengroupINTERIORS WITH ASIAN SENSIBILITYBEEHIVE FOOD PARKSITE PLAN LAND USE PERMITLEEKA Architecture and PlanningCreating Positive Impressions in the BuiltEnvironmentwww.leekainc.com web503.644.4222 telsucceed@leekainc.com e-mail1001 SE Water Avenue Suite 175Portland, Oregon 97214PROGRESS SET8/18/2022 3:53:25 PM30640 & 30600 PACIFIC HIGHWAY SOUTH, FEDERAL WAY 98003SOUTH ELEVATIONSOUTH ELEVATIONWEST ELEVATIONNORTH ELEVATIONEAST ELEVATIONPHOTO 2PHOTO 1 (ENLARGED BUILDING STOREFRONT)PHOTO 1PHOTO 3PHOTO 4R=5730.00' (PACIFIC HI G H W A Y S ) STATE HIG H W A Y N O . 1 VAN12345678910131415161718PP P 1112CCCCCCCC114321234no scaleKEY PLANWESTEASTNORTHSOUTHLEEKA Architecture OHEOHEOHEOHEOHEOHEOHEOHEOHEOHESD XXOHPUGE 39.5'23.8'30.4'0.3'10.2' 0.5'19.7'14.6'14.5'0.5' 190.9'48.9'10.1'0.3'40.5'23.9'23.8'19.5'23.8'40.5' ONE STORY OFFICE BUILDING RH = 491.0' FF = 476.6' ROOF OVERHANG (TYP.) OVERHEAD BEAM (TYP.) SHEDSTEM WALL (TYP.)SSSSSSSSSSSSSSSSSDSDSDSDSDSDSDBUS STOP DS24PI16 DS6 EVLT EX SSMH RIM = 478.37' INV N-S = 468.21' SDMH RIM = 479.97' SDMH RIM = 478.70' SDMH RIM = 477.28' CB RIM = 477.02' INV W 12" RCP= 473.82' CB RIM = 478.51' INV W 12" RCP = 475.09'CB RIM = 474.26' INV W 12" RCP = 469.86' INV S 12" RCP = 469.86' INV N 12" RCP = 469.86' CB RIM = 475.71' UNABLE TO OPEN CB RIM = 474.21' INV W 6" CPEP = 471.71' INV S 12" DI = 471.71' INV E 12" RCP = 471.71' SDMH RIM = 474.38' INV N 36" CMP = 472.15' 475 474 475 476 476 476 475476475475 476 477 477 478479480 480 479478477478477475476 4754764 76 R=5730.00'(PACIFIC HIGHWAY S)STATE HIGHWAY NO. 1PARC E L N O. 09210 4 - 9 1 2 0 PARC E L N O. 09210 4 - 9 1 4 9 PARC E L N O. 09210 4 - 9 2 1 9 178.70'UTILITY EASEMENT AFN: 20090903001420W W W W W W WWWWWWWWWW12" DI8" CONC8" DIN89°50'17"W 251.06' 62.0' 62' 476 CB RIM = 479.80' INV W 12" RCP = 476.40' MEDIAN CURB 476 475 VAN 1 2 3 4 5 6 7 8 9 10 13 14 15 16 17 18 PPP8' CANOPY8' CANOPY 11 12 C C C C C C C C GRAVEL CELL #4 AREA = 10,330.3SF GRAVEL CELL #3 AREA = 681.0SF GRAVEL CELL #1 AREA = 7,052.6SF GRAVEL CELL #2 AREA = 4,171.2SF SITE SSSSMH RIM = 475.01' INV S-N-E= 465.67' S 308TH STREET NR Know what's below. Call before you dig. TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT: FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. VICINITY MAP TJW COVER SP1 DAF DAF 21097 July 1, 2022 ph 206.890.8291 4715 142nd Pl. SW #B, Edmonds, WA 98026 NE 1/4 OF THE NE 1/4 OF SEC. 06, T. 20N., R. 04 E, W.M.BEEHIVE FOOD PARK 7/26/2022RGG N A F U R SE FORP I ANO EL T S GE SI N ERE D EEATDSNTA WFO . SAHI IN REENOTR46937 VICINITY MAP APPLICANT & LEGAL OWNER: SPECIAL EDITION OF AMERICA LLC 6612 NE 1ST STREET RENTON, WA 98059 CIVIL ENGINEER: FURR ENGINEERING SERVICES PLLC 4715 142ND PL SW UNIT#B EDMONDS, WA 98026 DEANFURR (206) 890-8291 FURRENGINEERING@GMAIL.COM GEOTECHNICAL CONSULTANT COBALT GEOSCIENCES, LLC P.O. BOX 82243 KENMORE, WASHINGTON 98028 (206) 331-1097 www.cobaltgeo.com cobaltgeo@gmail.com SITE INFORMATION: PARCEL: ADDRESS: PARCEL AREA: ZONE: SETBACKS: MIN. FRONT MIN. SIDE MIN. REAR MAX SITE COVERAGE: PARKING REQUIRED: PARKING PROVIDED: TOTAL GROSS FLOOR AREA: INTERNATIONAL BUILDING CODE CONSTRUCTION TYPE AND OCCUPANCY CLASSIFICATION: ONSITE PEDESTRIAN AREAS: UTILITIES: POWER:/GAS: STORM: SEWER: WATER: TELEPHONE: TV: GARBAGE: PSE CITY OF FEDERAL WAY LAKE HAVEN WATER AND SEWER DIST. LAKE HAVEN WATER AND SEWER DIST CENTURYLINK XFINITY WASTE MANAGEMENT NORTHWEST 092104-9102 & 092104-9121 30640 PACIFIC HIGHWAY S FEDERAL WAY, WA 98003 092104-9102: 26,054 SF (0.598 ACRES) 092104-9121: 33,967 SF (0.780 ACRES) AS SURVEYED BC 0 FT. 0 FT. 20 FT. (EAST) N/A ONE SPACE PER 80 SQUARE FEET OF GROSS FLOOR AREA 59 N/A N/A 3,402 SF PROJECT TEAM: SITE SURVEYING, INC. 21923 NE 11TH ST SAMMAMISH, WA 98074 PHONE: 425.298.4412 SURVEYOR: CONTACT:QUYEN PHAN VINASON PHO 206.832.6992 BASIS OF BEARING HABITAT STEEL LAKE CONDOMINIUM BY SITTS & HILLS ENGINEERS, INC., RECORDED ON AUGUST 24, 2006, IN VOLUME 221 OF CONDOMINIUMS, PAGES 51 THROUGH 53, UNDER RECORDING NO. 20060824000176, RECORDS OF KING COUNTY, WASHINGTON. LEGAL DESCRIPTION PARCEL NO. 092104-9102: THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE SOUTH 89°50'17" EAST 417.04 FEET; THENCE NORTH 00°03'43" WEST 300 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 00°03'43" WEST 200 FEET; THENCE NORTH 89°50'17" WEST 242.8 FEET, MORE OR LESS, TO THE EASTERLY BOUNDARY OF STATE ROAD NO. 1; THENCE SOUTHERLY ALONG SAID EASTERLY LINE 203 FEET, MORE OR LESS, TO A POINT WHICH BEARS NORTH 89°50'17" WEST FROM THE POINT OF BEGINNING; THENCE SOUTH 89°50'17" EAST 281.9 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING. EXCEPT THE NORTH 100 FEET THEREOF; AND EXCEPT THAT PORTION CONVEYED TO THE CITY OF FEDERAL WAY, A WASHINGTON MUNICIPAL CORPORATION, BY DEED RECORDED SEPTEMBER 3, 2009 UNDER RECORDING NO. 20090903001419 SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL NO. 092104-9121: THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE SOUTH 89°50'17" EAST 417.04 FEET; THENCE NORTH 00°03'43" WEST 178.7 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 00°03'43" WEST 121.3 FEET; THENCE NORTH 89°50'17" WEST 242.8 FEET, MORE OR LESS, TO THE EASTERLY BOUNDARY OF STATE ROAD NO. 1; THENCE SOUTHERLY ALONG SAID EASTERLY LINE 124 FEET, MORE OR LESS, TO A POINT WHICH BEARS NORTH 89°50'17" WEST FROM THE POINT OF BEGINNING; THENCE SOUTH 89°50'17" EAST 301.5 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING. EXCEPT THAT PORTION CONVEYED TO THE CITY OF FEDERAL WAY, A WASHINGTON MUNICIPAL CORPORATION, BY DEED RECORDED SEPTEMBER 3, 2009 UNDER RECORDING NO. 20090903001419 SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. VERTICAL DATUM ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM GPS OBSERVATIONS. THE MARK IS A BRASS CAP AT THE INTERSECTION OF BACK OF CONCRETE WALKWAYS AT THE SOUTHWEST CORNER OF THE INTERSECTION OF 10TH AVENUE W AND W GALER STREET. DATUM - NAVD 88 26' 11' 13' 8.5' PROPOSED 5/8" WATER SERVICES PROPOSED SEWER SERVICE (TYP) PROPOSED 1-1/2" DOMESTIC WATER SERVICE AND RPBA PROPOSED 6" SEWER CANOPY - SEE ARCHITECTURAL PLANS CANOPY PROPOSED FIRE HYDRANT EXIST FIRE HYDRANT PROPOSED ADA RAMPS PROPOSED ADA RAMP SANDFILTER VAULT EXIST LOT LINE TO BE ELIMINATED PROPOSED 3/4" IRRIGATION WATER SERVICE/BACKFLOW PREVENTION PROPOSED TRASH ENCLOSURE WITH AREA DRAIN TO SEWER SEWER AND WATER CONNECTION BOX (TYP) ADA PARKING STALLS PEDESTRIAN GATED ACCESS VEHICLE GATED ACCESS PEDESTRIAN GATED ACCESS FOOD TRUCK/TRAILER (TYP) PROPOSED VAULT - SEE SHEET C4.3 FOR DETAIL PROPOSED POND - SEE SHEET C4.3 FOR DETAIL PROPOSED LEGEND ASPHALT PAVEMENT CONCRETE PAVEMENT PERMEABLE PAVERS PROPERTY BOUNDARY RIGHT-OF-WAY DEDICATION 7 FOOD TRUCK STORM DRAIN LINE CATCH BASIN PERMEABLE BALLAST STORAGE UNDER PAVERS 12' 12' PROPOSED EV PARKING STALLS WITH CHARGER PROPOSED 8" SEWER 8" SEWER CLEANOUT (TYP) 6 UTILITY CONNECTION BOX 23' 12" SD (TYP) ONSITE PEDESTRIAN AREA 3,402 SF PROPOSED 2000GAL GREASE INTERCEPTOR PROPOSED ACCESS GATE EX. 1" WATER METER OHEOHEOHEOHEOHEOHEOHEOHEOHEOHESD XXOHPUGE 39.5'23.8'30.4'0.3'10.2' 0.5'19.7'14.6'14.5'0.5' 190.9'48.9'10.1'0.3'40.5'23.9'23.8'19.5'23.8'40.5' ONE STORY OFFICE BUILDING RH = 491.0' FF = 476.6' ROOF OVERHANG (TYP.) OVERHEAD BEAM (TYP.) SHEDSTEM WALL (TYP.)SSSSSSSSSSSSSSSSSDSDSDSDSDSDSDBUS STOP DS24PI16DS6EVLT EX SSMH RIM = 478.37' INV N-S = 468.21' SDMH RIM = 479.97' SDMH RIM = 478.70' SDMH RIM = 477.28' CB RIM = 477.02' INV W 12" RCP= 473.82' CB RIM = 478.51' INV W 12" RCP = 475.09'CB RIM = 474.26' INV W 12" RCP = 469.86' INV S 12" RCP = 469.86' INV N 12" RCP = 469.86' CB RIM = 475.71' UNABLE TO OPEN CB RIM = 474.21' INV W 6" CPEP = 471.71' INV S 12" DI = 471.71' INV E 12" RCP = 471.71' SDMH RIM = 474.38' INV N 36" CMP = 472.15' 475 474 475 476 476 476 475476475475 476 477 477 478479480 480 479478477478477475476 4754764 76 R=5730.00'(PACIFIC HIGHWAY S)STATE HIGHWAY NO. 1PARC E L N O. 09210 4 - 9 1 2 0 PARC E L N O . 09210 4 - 9 1 4 9 PARC E L N O. 09210 4 - 9 2 1 9 178.70'UTILITY EASEMENT AFN: 20090903001420W W W W W W WWWWWWWWWW12" DI8" CONC8" DIN89°50'17"W 251.06' 62.0' 62' 476 CB RIM = 479.80' INV W 12" RCP = 476.40' MEDIAN CURB 476 475 VAN 1 2 3 4 5 6 7 8 9 10 13 14 15 16 17 18 PPP8' CANOPY8' CANOPY 11 12 C C C C C C C C GRAVEL CELL #4 AREA = 10,330.3SF GRAVEL CELL #3 AREA = 681.0SF GRAVEL CELL #1 AREA = 7,052.6SF GRAVEL CELL #2 AREA = 4,171.2SF SITE SSSSMH RIM = 475.01' INV S-N-E= 465.67' S 308TH STREET NR Know what's below. Call before you dig. TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT: FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. VICINITY MAP TJW COVER C1.0 DAF DAF 21097 July 1, 2022 ph 206.890.8291 4715 142nd Pl. SW #B, Edmonds, WA 98026 NE 1/4 OF THE NE 1/4 OF SEC. 06, T. 20N., R. 04 E, W.M. BEEHIVE FOOD PARK 7/26/2022RGG N A F U R SE FORP I ANO EL T S GE SI N ERE D EEATDSNTA WFO . SAHI IN REENOTR46937 VICINITY MAP APPLICANT & LEGAL OWNER: SPECIAL EDITION OF AMERICA LLC 6612 NE 1ST STREET RENTON, WA 98059 CIVIL ENGINEER: FURR ENGINEERING SERVICES PLLC 4715 142ND PL SW UNIT#B EDMONDS, WA 98026 DEANFURR (206) 890-8291 FURRENGINEERING@GMAIL.COM GEOTECHNICAL CONSULTANT COBALT GEOSCIENCES, LLC P.O. BOX 82243 KENMORE, WASHINGTON 98028 (206) 331-1097 www.cobaltgeo.com cobaltgeo@gmail.com SITE INFORMATION: PARCEL: ADDRESS: PARCEL AREA: ZONE: SETBACKS: MIN. FRONT MIN. SIDE MIN. REAR MAX SITE COVERAGE: PARKING REQUIRED: PARKING PROVIDED: UTILITIES: POWER:/GAS: STORM: SEWER: WATER: TELEPHONE: TV: GARBAGE: PSE CITY OF FEDERAL WAY LAKE HAVEN WATER AND SEWER DIST. LAKE HAVEN WATER AND SEWER DIST CENTURYLINK XFINITY WASTE MANAGEMENT NORTHWEST 092104-9102 & 092104-9121 30640 PACIFIC HIGHWAY S FEDERAL WAY, WA 98003 092104-9102: 26,054 SF (0.598 ACRES) 092104-9121: 33,967 SF (0.780 ACRES) AS SURVEYED BC 0 FT. 0 FT. 20 FT. (EAST) N/A ONE SPACE PER 80 SQUARE FEET OF GROSS FLOOR AREA 59 PROJECT TEAM: C1.1 COVER SHEET TESC PLAN C3.1 C2.0 STORM DRAINAGE PLAN TESC DETAILSC2.1 C3.0 GRADING AND PAVING PLAN SEWER AND WATER PLANSW1.0 C4.0 SITE SURVEYING, INC. 21923 NE 11TH ST SAMMAMISH, WA 98074 PHONE: 425.298.4412 SURVEYOR: SW1.2 SEWER AND WATER DETAILS CONTACT:QUYEN PHAN VINASON PHO 206.832.6992 BASIS OF BEARING HABITAT STEEL LAKE CONDOMINIUM BY SITTS & HILLS ENGINEERS, INC., RECORDED ON AUGUST 24, 2006, IN VOLUME 221 OF CONDOMINIUMS, PAGES 51 THROUGH 53, UNDER RECORDING NO. 20060824000176, RECORDS OF KING COUNTY, WASHINGTON. SIGNAGE AND STRIPING PLANC5.0 DRAWING INDEX LEGAL DESCRIPTION PARCEL NO. 092104-9102: THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE SOUTH 89°50'17" EAST 417.04 FEET; THENCE NORTH 00°03'43" WEST 300 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 00°03'43" WEST 200 FEET; THENCE NORTH 89°50'17" WEST 242.8 FEET, MORE OR LESS, TO THE EASTERLY BOUNDARY OF STATE ROAD NO. 1; THENCE SOUTHERLY ALONG SAID EASTERLY LINE 203 FEET, MORE OR LESS, TO A POINT WHICH BEARS NORTH 89°50'17" WEST FROM THE POINT OF BEGINNING; THENCE SOUTH 89°50'17" EAST 281.9 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING. EXCEPT THE NORTH 100 FEET THEREOF; AND EXCEPT THAT PORTION CONVEYED TO THE CITY OF FEDERAL WAY, A WASHINGTON MUNICIPAL CORPORATION, BY DEED RECORDED SEPTEMBER 3, 2009 UNDER RECORDING NO. 20090903001419 SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL NO. 092104-9121: THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE SOUTH 89°50'17" EAST 417.04 FEET; THENCE NORTH 00°03'43" WEST 178.7 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 00°03'43" WEST 121.3 FEET; THENCE NORTH 89°50'17" WEST 242.8 FEET, MORE OR LESS, TO THE EASTERLY BOUNDARY OF STATE ROAD NO. 1; THENCE SOUTHERLY ALONG SAID EASTERLY LINE 124 FEET, MORE OR LESS, TO A POINT WHICH BEARS NORTH 89°50'17" WEST FROM THE POINT OF BEGINNING; THENCE SOUTH 89°50'17" EAST 301.5 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING. EXCEPT THAT PORTION CONVEYED TO THE CITY OF FEDERAL WAY, A WASHINGTON MUNICIPAL CORPORATION, BY DEED RECORDED SEPTEMBER 3, 2009 UNDER RECORDING NO. 20090903001419 SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. VERTICAL DATUM ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM GPS OBSERVATIONS. THE MARK IS A BRASS CAP AT THE INTERSECTION OF BACK OF CONCRETE WALKWAYS AT THE SOUTHWEST CORNER OF THE INTERSECTION OF 10TH AVENUE W AND W GALER STREET. DATUM - NAVD 88 26' 11' 13' 8.5' PROPOSED 5/8" WATER SERVICES PROPOSED SEWER SERVICE (TYP) PROPOSED 1-1/2" DOMESTIC WATER SERVICE AND RPBA PROPOSED 6" SEWER CANOPY - SEE ARCHITECTURAL PLANS CANOPY PROPOSED FIRE HYDRANT EXIST FIRE HYDRANT PROPOSED ADA RAMPS PROPOSED ADA RAMP SANDFILTER VAULT EXIST LOT LINE TO BE ELIMINATED PROFILE TOPOGRAPHIC SURVEY PROPOSED 3/4" IRRIGATION WATER SERVICE/BACKFLOW PREVENTION PROPOSED TRASH ENCLOSURE WITH AREA DRAIN TO SEWER SEWER AND WATER CONNECTION BOX (TYP) ADA PARKING STALLS PEDESTRIAN GATED ACCESS VEHICLE GATED ACCESS PEDESTRIAN GATED ACCESS FOOD TRUCK/TRAILER (TYP) STORM DRAINAGE NOTES AND DETAILSC4.1 STORM DRAINAGE DETAILSC4.2 SIGNAGE AND STRIPING DETAILSC5.1 C1.0 GENERAL NOTES PROPOSED VAULT - SEE SHEET C4.3 FOR DETAIL PROPOSED POND - SEE SHEET C4.3 FOR DETAIL PROPOSED LEGEND ASPHALT PAVEMENT CONCRETE PAVEMENT PERMEABLE PAVERS PROPERTY BOUNDARY RIGHT-OF-WAY DEDICATION 7 FOOD TRUCK STORM DRAIN LINE CATCH BASIN PERMEABLE BALLAST STORAGE UNDER PAVERS 12' 12' PROPOSED EV PARKING STALLS WITH CHARGER PROPOSED 8" SEWER 8" SEWER CLEANOUT (TYP) 6 UTILITY CONNECTION BOX 23' 12" SD (TYP) C3.2 SITE DETAILS SW1.1 SEWER PROFILE SW1.3 CONNECTION BOX DETAILS 2,000 GAL GREASE INTERCEPTOR R Know what's below. Call before you dig. TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT: FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. TJW COVER C1.1 DAF DAF 21097 July 1, 2022 ph 206.890.8291 4715 142nd Pl. SW #B, Edmonds, WA 98026 NE 1/4 OF THE NE 1/4 OF SEC. 06, T. 20N., R. 04 E, W.M.BEEHIVE FOOD PARK 7/13/2022RGG N A F U R SE FORP I ANO EL T S GE SI N ERE D EEATDSNTA WFO . SAHI IN REENOTR46937 GENERAL NOTES 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO PRE-CONSTRUCTION MEETING. 2. 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 MOST RECENT VERSION OF 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. 3. 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. 4. PPROVAL 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.) 5. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 6. A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 7. ON-SITE CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWRC (SECTION 19.105.040); NORMALLY THIS IS 7:00 A.M. TO 8:00 P.M., MONDAY THROUGH FRIDAY, AND 9:00 A.M. TO 8:00 P.M. ON SATURDAYS. 8. RIGHT-OF-WAY CONSTRUCTION IS ALLOWED 8:30 A.M. TO 3:00 P.M. MONDAY THROUGH FRIDAY. WRITTEN AUTHORIZATION TO WORK OUTSIDE OF THESE HOURS MUST BE GRANTED BY THE PUBLIC WORKS DIRECTOR. 9. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 10. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. 11. VERTICAL DATUM SHALL BE KCAS OR NGVD-29. 12. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS. 13. ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 5/8” CRUSHED ROCK AND COMPACTED TO 95% DENSITY. WHEN TRENCH WIDTH IS 18 INCHES OR LESS, AND IS WITHIN THE TRAVELED WAY, TRENCH WILL BE BACKFILLED WITH CONTROL DENSITY FILL (SELF-COMPACTED FLOWABLE FILL) AS DEFINED BY WSDOT 2-09.3(1)E. THE AGGREGATE WILL BE 3/8-INCH MINUS. 14. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3. 15. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE PUBLIC WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(B) 3. 16. 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 THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED 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. 17. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 18. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. 19. 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 CFW DRAWING NUMBERS 3-22, 3-23. ROCKERIES MAY NOT EXCEED SIX FEET IN HEIGHT FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHESD XXOHPUGE 39.5'23.8'30.4'0.3'10.2' 0.5'19.7'14.6'14.5'0.5' 190.9'48.9'10.1'0.3'40.5'23.9'23.8'19.5'23.8'40.5' ONE STORY OFFICE BUILDING RH = 491.0' FF = 476.6' CONTAINERS ROOF OVERHANG (TYP.) OVERHEAD BEAM (TYP.) SHEDSTEM WALL (TYP.)SSSSSSSSSSSSSSSSSSSSSSSSSDSDSDSDSDSDSDBUS STOP WOOD PLATFORM DS24PI16 DS6EVLT EX SSMH RIM = 478.37' INV N-S = 468.21' SDMH RIM = 479.97' SDMH RIM = 478.70' SDMH RIM = 477.28' CB RIM = 477.02' INV W 12" RCP= 473.82' CB RIM = 478.51' INV W 12" RCP = 475.09' CB RIM = 475.67' INV E 6" RCP = 473.67' CB RIM = 474.82' INV W 6" RCP = 472.62' INV E 12" RCP = 472.62' CB RIM = 474.26' INV W 12" RCP = 469.86' INV S 12" RCP = 469.86' INV N 12" RCP = 469.86' CB RIM = 475.71' UNABLE TO OPEN CB RIM = 474.21' INV W 6" CPEP = 471.71' INV S 12" DI = 471.71' INV E 12" RCP = 471.71' SDMH RIM = 474.38' INV N 36" CMP = 472.15' 475 474 475 476 476 476 475476475 475 476477 477 478479480 480 479478477478477475476 47547647 6 R=5730.00'(PACIFIC HIGHWAY S)STATE HIGHWAY NO. 1PARC E L N O. 09210 4 - 9 1 2 0 PARC E L N O. 09210 4 - 9 1 4 9 PARC E L N O. 09210 4 - 9 2 1 9 S 308TH STREET 178.70'UTILITY EASEMENT AFN: 20090903001420W W W W W W WWWWWWWWWWW W W12" DI8" CONC8" DIN89°50'17"W 251.06' 62.0' 62' 476 CB RIM = 479.80' INV W 12" RCP = 476.40' MEDIAN CURB 476 475 X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXX>>>>>>>>>>>>>>>>>>>>>>>>>>>> TBR TBR TYP NR Know what's below. Call before you dig. TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT: FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. TJW TESC PLAN C2.0 DAF DAF 21097 July 1, 2022 ph 206.890.8291 4715 142nd Pl. SW #B, Edmonds, WA 98026 NE 1/4 OF THE NE 1/4 OF SEC. 06, T. 20N., R. 04 E, W.M.BEEHIVE FOOD PARK 7/1/2022RGG N A F U R SE FORP I ANO EL T S GE SI N ERE D EEATDSNTA WFO . SAHI IN REENOTR46937 EX CB NOT SHOWN XX1 8 2 >> TBR EXISTING TO REMAIN CONSTRUCTION NOTES FLAG CLEARING LIMITS TO EXTENTS SHOWN ON THE PLAN. HIGH VISIBILITY SILT FENCE PER DETAIL ON SHEET C2.1 USE EXISTING DRIVEWAY AS CONSTRUCTION ENTRANCE DURING INITIAL SITE SETUP STABILIZED CONSTRUCTION ENTRANCE PER DETAIL ON SHEET C2.1 COVERED STOCK PILE PER DETAIL ON SHEET C2.1 CATCH BASIN INSERT PER DETAIL ON SHEET C2.1 REMOVE EXIST STRUCTURE SAWCUT FULL DEPTH REMOVE EXISTING STORM DRAINAGE SEDIMENT TRAP PER DETAIL ON SHEET C2.1 INTERCEPTOR SWALE WITH ROCK CHECK DAMS PER DETAILS ON SHEET C2.1 1 2 3 4 5 6 7 8 9 10 11 1 2 1 2 4 3 5 6 6 6 88 8 8 7 7 9 9 9 10 11 11 11 CONSTRUCTION SEQUENCE 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT AND APPLICANT’S CONSTRUCTION REPRESENTATIVE. 2. FLAG CLEARING LIMITS. 3. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 4. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. 5. INSTALL OFFSITE CATCH BASIN PROTECTION. 6. CONSTRUCT SEDIMENT TRAP/POND. 7. CLEAR AND GRUB AREAS OF THE SITE TO BE ROUGH GRADED OR FILLED. 8. INSTALL INTERCEPTOR SWALES/BERMS AND CHECK DAMS. 9. ROUGH GRADE SITE AND INSTALL STORM CONVEYANCE SYSTEM AND RETENTION/DETENTION FACILITIES. PROVIDE INLET PROTECTION WHERE INDICATED. 10. INSTALL REMAINING UTILITIES. 11. FINISH GRADE SITE AND CONSTRUCT ASPHALT PARKING AREAS, ACCESS DRIVES, SIDEWALKS, CURBS AND GUTTERS. 12. COMPLETE SITE STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLANS. 13. CLEAN STORM DRAINAGE SYSTEM, ON AND OFF SITE, OF ALL SEDIMENT AND DEBRIS. 14. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY STABILIZED. TESC LEGEND CLEARING LIMITS SILT FENCE TEMP CONSTRUCTION ENTRANCE SAWCUT LINE CATCH BASIN INSERT ASPHALT/CONCRETE TO BE REMOVED TEMPORARY STOCK PILE INTERCEPTOR SWALE WITH ROCK CHECK DAM TO BE REMOVED SEDIMENT TRAP PLUG WEST HOLE R Know what's below. Call before you dig. TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT: FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. TJW TESC NOTES AND DETAILS C2.1 DAF DAF 21097 July 1, 2022 ph 206.890.8291 4715 142nd Pl. SW #B, Edmonds, WA 98026 NE 1/4 OF THE NE 1/4 OF SEC. 06, T. 20N., R. 04 E, W.M.BEEHIVE FOOD PARK 7/1/2022RGG N A F U R SE FORP I ANO EL T S GE SI N ERE D EEATDSNTA WFO . SAHI IN REENOTR46937 EROSION CONTROL NOTES 1.APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING, IF REQUIRED, PRIOR TO CONSTRUCTION (SWDM APPENDIX D). DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (I.E. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED OR A PERIOD OF 2 DAYS (WET SEASON) OR 7 DAYS (DRY SEASON), SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (I.E. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.) 8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN 15 DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. WET SEASON REQUIREMENTS AS DESCRIBED IN APPENDIX D, SECTION D.2.4.2 OF THE KCSWDM ARE IN EFFECT BEGINNING OCTOBER 1 THROUGH APRIL 30. 13. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (I.E. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. 16. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE PROVIDED PER SECTION 19.120 OF FWRC. OHEOHEOHEOHEOHEOHEOHEOHEOHESD XXOHPUGE 39.5'23.8'30.4'0.3'10.2' 0.5'19.7'14.6'14.5'0.5' 190.9'48.9'10.1'0.3'40.5'23.9'23.8'19.5'23.8'40.5' ONE STORY OFFICE BUILDING RH = 491.0' FF = 476.6' ROOF OVERHANG (TYP.) OVERHEAD BEAM (TYP.) SHEDSTEM WALL (TYP.)SSSSSSSSSSSSSSSDSDSDSDSDSDBUS STOP DS24 PI16 DS6 EVLT EX SSMH RIM = 478.37' INV N-S = 468.21' SDMH RIM = 478.70' SDMH RIM = 477.28' CB RIM = 477.02' INV W 12" RCP= 473.82' CB RIM = 478.51' INV W 12" RCP = 475.09'CB RIM = 474.26' INV W 12" RCP = 469.86' INV S 12" RCP = 469.86' INV N 12" RCP = 469.86' CB RIM = 475.71' UNABLE TO OPEN CB RIM = 474.21' INV W 6" CPEP = 471.71' INV S 12" DI = 471.71' INV E 12" RCP = 471.71' SDMH RIM = 474.38' INV N 36" CMP = 472.15' 475 474 475 476 476 476 475476475 475 476477 477 478479480 480 479478477478477475476 475476476 R=5730.00'(PACIFIC HIGHWAY S)STATE HIGHWAY NO. 1PARC E L N O. 09210 4 - 9 1 2 0 PARC E L N O. 09210 4 - 9 2 1 9 178.70'UTILITY EASEMENT AFN: 20090903001420W W W W W W WWWWWWWWW12" DI8" CONC8" DIN89°50'17"W 251.06' 62.0' 62' 476 MEDIAN CURB 476 475 476.00 476.00 476.00 476.43 477.36 476.00 476.00 476.26 476.03 476.00476.00 476.00476.00 476.00 476.19 476.00 476.00 477.04 478.68 EG 478.25 EG 478.02 EG 476.73 479.00 EG 476.00 478.45 477.38 476.00 476.00 476.00 474.62 476.00 ??? 476.00478 472 476476 476.43 476.23 476.33 478.56 EG GRAVEL CELL #4 AREA = 10,330.3SF GRAVEL CELL #3 AREA = 681.0SF GRAVEL CELL #1 AREA = 7,052.6SF GRAVEL CELL #2 AREA = 4,171.2SF VAN 1 2 3 4 5 6 7 8 9 10 13 14 15 16 17 18 PPP8' CANOPY8' CANOPY 11 12 C C C C C C C C475476 476.43 479.05 477.75 6.5%6.7%475.71 476.21 7.1% 477.75 478475.71 476.20 7%476476.13 7% 475.51 475.63 NR Know what's below. Call before you dig. TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT: FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. TJW GRADING PLAN C3.0 DAF DAF 21097 July 1, 2022 ph 206.890.8291 4715 142nd Pl. SW #B, Edmonds, WA 98026 NE 1/4 OF THE NE 1/4 OF SEC. 06, T. 20N., R. 04 E, W.M.BEEHIVE FOOD PARK 7/13/2022RGG N A F U R SE FORP I ANO EL T S GE SI N ERE D EEATDSNTA WFO . SAHI IN REENOTR46937 26' 33.3' 29.7' CONSTRUCTION NOTES DRIVEWAY ENTRANCE PER DETAIL 3-6A SHEET C3.2. ADJUST RIM TO FINISHED GRADE REPLACE CURB AND GUTTER PER DETAIL 3-4A SHEET C3.2 MATCH EXISTING SIDEWALK RAMP PER DETAIL 3-8A SHEET C3.2 WHEEL STOP - SEE SIGNAGE AND STRIPING PLAN SHEET C5.1 ADA SIGN - SEE SIGNAGE AND STRIPING PLAN SHEET C5.1 ADA STRIPING - SEE SIGNAGE AND STRIPING PLAN SHEET C5.1 PAVEMENT RESTORATION PER DETAIL SHEET C3.2 PERVIOUS PAVERS PROPOSED FENCE - SEE ARCHITECTURAL PLANS PATTERNED CONCRETE CROSSWALK PER ARCHITECTURAL PLANS 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 4 4 4 4 56 8 20' 1"=10' RAMP DETAIL 1 2 1 1"=10' RAMP DETAIL2 1 8 30' 12' 12' 7 9 10 PROPOSED LEGEND ASPHALT PAVEMENT CONCRETE PAVEMENT PERMEABLE PAVERS PROPERTY BOUNDARY RIGHT-OF-WAY DEDICATION STORM DRAIN LINE CATCH BASIN PERMEABLE BALLAST STORAGE FENCE PER ARCH PLAN CHAIN LINK FENCE 7 FOOD TRUCK 11 X X 30' 22' 12 PAVERS PORTLAND CEMENT CONCRETE 6" #4 REBAR@12" CENTERS 8" 3" 6" #4 REBAR @ 12" CENTERS LONGITUDINAL 2" NOT TO SCALE CONCRETE SLAB - GARBAGE CONTAINERS 1" 2:1 M A X 1.REBAR TO BE ASTM A615, GRADE 60. 2.ALL LAP SPLICES TO BE 12" MIN.. 3.CONCRETE 3.1.PORTLAND CEMENT C-150, TYPE 2 PER ACI 318 3.2.AGGREGATE ASTM C-33 3.3.STRENGTH: 3,000PSI, 28-DAY 4.SURFACE SHALL BE SMOOTH 5.2" MINIMUM COVER. 4" COMPACTED DEPTH CSBC COMPACTED SUBGRADE PROOF ROLLED TO ACHIEVE 95% DENSITY PER ASTM D-1557. NOTES: 3" PERVIOUS PAVERS - ECO PREORIA MUTUAL MATERIALS 2.5FT OF PERMEABLE BALLAST AGGREGATE RESERVOIR BASE, EXISTING SUBGRADE 12" COMPACTED PROOF ROLLED TO ACHIEVE 95% DENISTY PER ASTM D-1557 8" OF 1-1/4" MINUS CLEAN AGGREGATE 1"=10' PAVING SECTION 6 R Know what's below. Call before you dig. TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT: FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. TJW PROFILE C3.1 DAF DAF 21097 July 1, 2022 ph 206.890.8291 4715 142nd Pl. SW #B, Edmonds, WA 98026 NE 1/4 OF THE NE 1/4 OF SEC. 06, T. 20N., R. 04 E, W.M.BEEHIVE FOOD PARK 7/13/2022RGG N A F U R SE FORP I ANO EL T S GE SI N ERE D EEATDSNTA WFO . SAHI IN REENOTR46937 R Know what's below. Call before you dig. TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT: FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. TJW SITE DETAILS C3.2 DAF DAF 21097 July 1, 2022 ph 206.890.8291 4715 142nd Pl. SW #B, Edmonds, WA 98026 NE 1/4 OF THE NE 1/4 OF SEC. 06, T. 20N., R. 04 E, W.M.BEEHIVE FOOD PARK 7/13/2022RGG N A F U R SE FORP I ANO EL T S GE SI N ERE D EEATDSNTA WFO . SAHI IN REENOTR46937 GRAVEL CELL #4 AREA = 10,330.3SF GRAVEL CELL #3 AREA = 681.0SF GRAVEL CELL #1 AREA = 7,052.6SF GRAVEL CELL #2 AREA = 4,171.2SF OHEOHEOHEOHEOHEOHEOHEOHEOHESD XXOHPUGE 39.5'23.8'30.4'0.3'10.2' 0.5'19.7'14.6'14.5'0.5' 190.9'48.9'10.1'0.3'40.5'23.9'23.8'19.5'23.8'40.5' ONE STORY OFFICE BUILDING RH = 491.0' FF = 476.6' ROOF OVERHANG (TYP.) OVERHEAD BEAM (TYP.) SHEDSTEM WALL (TYP.)SSSSSSSSSSSSSSSDSDSDSDSDSDSDBUS STOP DS24PI16DS6 EVLT EX SSMH RIM = 478.37' INV N-S = 468.21' SDMH RIM = 478.70' SDMH RIM = 477.28' CB RIM = 477.02' INV W 12" RCP= 473.82' CB RIM = 478.51' INV W 12" RCP = 475.09'CB RIM = 474.26' INV W 12" RCP = 469.86' INV S 12" RCP = 469.86' INV N 12" RCP = 469.86' CB RIM = 475.71' UNABLE TO OPEN CB RIM = 474.21' INV W 6" CPEP = 471.71' INV S 12" DI = 471.71' INV E 12" RCP = 471.71' SDMH RIM = 474.38' INV N 36" CMP = 472.15' 475 474 475 476 476 476 475476475 475 476 477 477 478479480 480 479478477478477475476 475476476 R=5730.00'(PACIFIC HIGHWAY S)STATE HIGHWAY NO. 1PARC E L N O. 09210 4 - 9 1 2 0 PARC E L N O. 09210 4 - 9 2 1 9 178.70'UTILITY EASEMENT AFN: 20090903001420W W W W W W WWWWWWWWW12" DI8" CONC8" DIN89°50'17"W 251.06' 62.0' 62' 476 MEDIAN CURB 476 475 VAN 1 2 3 4 5 6 7 8 9 10 13 14 15 16 17 18 PPP8' CANOPY8' CANOPY 11 12 C C C C C C C C CTL 1 13LF 12" PVC @ 10.93% CB 228LF 12" PVC @ 4.64%CB 1 9LF 8" PVC @ 1.92%33LF 12" PVC @ 0.60%EX CB 24.0' INLET 215LF 12" PVC @ 0.00%10LF 1 2 " P V C @ 0 . 0 0 % 12LF 12" PVC @ 8.43%50LF 12" PVC @ 0.60%56LF 12" PVC @ 0.60% CB 3 10LF 12" PVC @ 0.00% OUTLET 1INLET 1 4LF 6" PVC @ 2.00% STORM DRAINAGE STRUCTURE TABLE ID CB 1 CB 2 CB 3 CTL 1 EX CB INLET 1 INLET 2 OUTLET 1 OUTLET 2 DESCRIPTION TYPE1 SOLID LID TYPE1 SOLID LID 48" SDMH,TYPE2, W GRATE 60" CONTROL STRUCTURE 12" PIPE 6" PIPE DEBRIS BARRIER 8" RISER STATION ??? ??? ??? ??? ??? ??? ??? ??? ??? OFFSET ?????? ?????? ?????? ?????? ?????? ?????? ?????? ?????? ?????? RIM ELEV EL 475.36 EL 475.11 EL 475.14 EL 476.00 EL 475.00 EL 476.19 EL 475.53 EL 474.91 EL 472.74 PIPE INVERT 12" (S) PVC IE=470.06 8" (W) PVC IE=470.06 12" (N) PVC IE=470.06 12" (N) PVC IE=471.35 12" (W) PVC IE=471.35 12" (N) PVC IE=472.48 12" (W) PVC IE=472.48 12" (E) PVC IE=472.82 6" (N) PVC IE=472.82 12" (S) PVC IE=472.18 12" (S) PVC IE=469.86 12" (NE) PVC IE=471.82 6" (S) PVC IE=472.74 12" (E) PVC IE=472.82 8" (E) PVC IE=470.24 -- -- -- -- -- -- -- -- --- - - - NR Know what's below. Call before you dig. TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT: FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. PROPOSED LEGEND ASPHALT PAVEMENT CONCRETE PAVEMENT PERMEABLE PAVERS PROPERTY BOUNDARY STORM DRAIN LINE CATCH BASIN PERMEABLE BALLAST STORAGE TJW STORM DRAINAGE PLAN C4.0 DAF DAF 21097 July 1, 2022 ph 206.890.8291 4715 142nd Pl. SW #B, Edmonds, WA 98026 NE 1/4 OF THE NE 1/4 OF SEC. 06, T. 20N., R. 04 E, W.M.BEEHIVE FOOD PARK 7/13/2022RGG N A F U R SE FORP I ANO EL T S GE SI N ERE D EEATDSNTA WFO . SAHI IN REENOTR46937 CONSTRUCTION NOTES PERMEABLE BALLAST STORAGE - 8" OF 1-1/4" MINUS CLEAN AGGREGATE ON 2.5FT OF PERMEABLE BALLAST AGGREGATE RESERVOIR BASE, EXISTING SUBGRADE 12" COMPACTED PROOF ROLLED TO ACHIEVE 95% DENISTY PER ASTM D-1557. PERMEABLE BALLAST BOTTOM = 472.57 VAULT 15' X 32' - SEE DETAIL SHEET C4.2 DETENTION POND 19' X 147' - SEE DETAIL SHEET C4.2 SAND FILTER - SEE DETAIL SHEET C4.1 8" RISER W/8" PVC OUTLET PIPE - SEE SHEET C4.1 12" PVC IE = 472.82 12" PVC IE = 472.82 (N) 471.82 (S) 4" ROOF DRAIN @ 2% MIN DEBRIS BARRIER - SEE DETAIL SHEET C4.1 CIP WALL WITH CHAIN LINK FENCE - SEE SHEET C4.2 1 2 3 4 5 6 7 8 9 108 1 1 1 1 2 3 4 5 6 6 6 7 8 7 FOOD TRUCK6 UTILITY CONNECTION BOX 9 10 10 R Know what's below. Call before you dig. TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT: FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. TJW STORM DRAINAGE NOTES AND DETAILS C4.1 DAF DAF 21097 July 1, 2022 ph 206.890.8291 4715 142nd Pl. SW #B, Edmonds, WA 98026 NE 1/4 OF THE NE 1/4 OF SEC. 06, T. 20N., R. 04 E, W.M.BEEHIVE FOOD PARK 7/13/2022RGG N A F U R SE FORP I ANO EL T S GE SI N ERE D EEATDSNTA WFO . SAHI IN REENOTR46937 DRAINAGE NOTES 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE PRECONSTRUCTION MEETING. 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7-08.3(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 CFW DRAWING NUMBERS 4-1, 4-2, 4-3, 4-4, 4-5, 4-8 OR 4-10. 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM 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 ONE FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8" ROCK/40%-70% PASSING; 2"-4" ROCK/30%-40% PASSING; AND -2" ROCK/10%-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS DRAWING NUMBER 7-024 OR AS AMENDED BY THE APPROVED PLANS. RECYCLED ASPHALT OR CONCRETE RUBBLE SHALL NOT BE USED. NO SCALE CTL-1 TYPE II-60" FLOW CONTROL MANHOLE TOP OF SAND EL=472.66 8. LOTS NOT APPROVED FOR INFILTRATION SHALL BE PROVIDED WITH DRAINAGE OUTLETS (STUB-OUTS). STUB-OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUB-SURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2 X 4 STAKE MARKED "STORM". THE STUB-OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS 7.03 AND, IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB-OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (I.E. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER. G. THE CITY DOES NOT ALLOW TAP-IN OR CUT-IN TEES ON MAINS FOR INDIVIDUAL LOT DRAINAGE. 9. APPROVAL FROM THE CITY OF FEDERAL WAY IS REQUIRED FOR SUBSURFACE DETENTION. INLET 6" PVC PIPE 6" PERF. PIPE 18" MIN DEPTH SAND SIZE SHALL BE 0.02" - 0.04" (WSDOT 9-03.13) GEOTECH SHALL VERIFY THAT SAND MEETS REQUREMENTS PRIOR TO INSTALLATION DRAIN ROCK (8" COVER OVER PIPE) 4" PERF. PIPE LAID FLAT IE=470.24 8" RISER OUTLET 8" PVC PIPE 4" PERF. PIPE W/ GEOTEXTILE WRAP INLET 6" PVC PIPE 6" PERF. PIPE 0.25' X 1' WIDE SPLASH PAD 1-1/2" WASHED GRAVEL 8" RISER OUTLET 8" PVC PIPE 18" SAND 25.0' B A - MIRAFI FILTER FABRIC (140N) A B - 8.0' HWS=472.74 18" BYPASS RISER 6" SAND FILTER RISER 6" SAND FILTER RISER 18" BYPASS RISER CLEANOUT CAP (TYP) 12" 4' X 6' GRATED COVER FROM CONTROL STRUCTURE 0.25' X 1' WIDE SPLASH PAD 1-1/2" WASHED GRAVEL 8" RISER 4" PERF. PIPE MIRAFI FILTER FABRIC (140N) OUTLET 8" PVC PIPE NO SCALE DEBRIS BARRIER BOTTOM OF SAND EL=471.16 IE=470.24 6" MIN 2' 2' TOP=476.00 1.75' LIVE STORAGE 4' CELL#1 DEAD STORAGE 2' CELL#2 DEAD STORAGE 1' FREEBOARD 2' DEAD STORAGE 1.75' LIVE STORAGE 5' WQS=472.82 HWS=474.57 PARKING SURFACE 476.00 2.5FT OF PERMEABLE BALLAST AGGREGATE RESERVOIR BASE, EXISTING SUBGRADE 12" COMPACTED PROOF ROLLED TO ACHIEVE 95% DENISTY PER ASTM D-1557 PL VAULT CELL #1 POND CELL #2 1.75' LIVE STORAGE 1' SEDIMENT STORAGE 8" OF 1-1/4" MINUS CLEAN AGGREGATE PARKING SURFACE 476.00 15' 32' 5' WEIR OPENING 2.5' WEIR OPENING 19' 147' 7' RIP-RAP PAD SOUTH PROPERTY LINE VAULT CELL #1 POND CELL #2 PARKING SURFACE PAVERS SEE DETAIL ABOVE18" PVC 1' SEDIMENT STORAGEB A R Know what's below. Call before you dig. TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT: FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. TJW STORM DRAINAGE DETAILS C4.2 DAF DAF 21097 July 1, 2022 ph 206.890.8291 4715 142nd Pl. SW #B, Edmonds, WA 98026 NE 1/4 OF THE NE 1/4 OF SEC. 06, T. 20N., R. 04 E, W.M.BEEHIVE FOOD PARK 7/13/2022RGG N A F U R SE FORP I ANO EL T S GE SI N ERE D EEATDSNTA WFO . SAHI IN REENOTR46937 A - B - CLEAN BACK FILL PER GEOTECHNICAL RECOMMENDATIONS CIP RETAINING WALL SEE STRUCTURAL PLANS 6" MIN.GEOTEXTILE MIRAFI 140N OR EQUIV. 6"CHAIN LINK FENCE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHESD XXOHPUGE 39.5'23.8'30.4'0.3'10.2' 0.5'19.7'14.6'14.5'0.5' 190.9'48.9'10.1'0.3'40.5'23.9'23.8'19.5'23.8'40.5' ONE STORY OFFICE BUILDING RH = 491.0' FF = 476.6' ROOF OVERHANG (TYP.) OVERHEAD BEAM (TYP.) SHEDSTEM WALL (TYP.)SSSSSSSSSSSSSSSSSDSDSDSDSDSDSDBUS STOP DS24PI16DS6 EVLT EX SSMH RIM = 478.37' INV N-S = 468.21' SDMH RIM = 479.97' SDMH RIM = 478.70' SDMH RIM = 477.28' CB RIM = 477.02' INV W 12" RCP= 473.82' CB RIM = 478.51' INV W 12" RCP = 475.09'CB RIM = 474.26' INV W 12" RCP = 469.86' INV S 12" RCP = 469.86' INV N 12" RCP = 469.86' CB RIM = 475.71' UNABLE TO OPEN CB RIM = 474.21' INV W 6" CPEP = 471.71' INV S 12" DI = 471.71' INV E 12" RCP = 471.71' SDMH RIM = 474.38' INV N 36" CMP = 472.15' 475 474 475 476 476 476 475476475475 476477 477 478479480 480 479478477478477475476 47547647 6 R=5730.00'(PACIFIC HIGHWAY S)STATE HIGHWAY NO. 1PARC E L N O. 09210 4 - 9 1 2 0 PARC E L N O . 09210 4 - 9 1 4 9 PARC E L N O. 09210 4 - 9 2 1 9 178.70'UTILITY EASEMENT AFN: 20090903001420W W W W W W WWWWWWWWWW12" DI8" CONC8" DIN89°50'17"W 251.06' 62.0' 62' 476 CB RIM = 479.80' INV W 12" RCP = 476.40' MEDIAN CURB 476 475 VAN 1 2 3 4 5 6 7 8 9 10 13 14 15 16 17 18 PPP8' CANOPY8' CANOPY 11 12 C C C C C C C C NR Know what's below. Call before you dig. TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT: FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. PROPOSED LEGEND ASPHALT PAVEMENT CONCRETE PAVEMENT PERVIOUS PAVERS PROPERTY BOUNDARY FENCE PER ARCH PLANS CHAIN LINK FENCE SIGN FOOD TRUCK TJW SIGNAGE AND STRIPING PLAN C5.0 DAF DAF 21097 July 1, 2022 ph 206.890.8291 4715 142nd Pl. SW #B, Edmonds, WA 98026 NE 1/4 OF THE NE 1/4 OF SEC. 06, T. 20N., R. 04 E, W.M.BEEHIVE FOOD PARK 7/1/2022RGG N A F U R SE FORP I ANO EL T S GE SI N ERE D EEATDSNTA WFO . SAHI IN REENOTR46937 7 26' 12' 12' 9' 8.5' TYP 12' STRIPING AND SIGNAGE NOTES PROPOSED FENCE/GATES PER ARCHITECTURAL PLANS ADA PARKING SIGN, VAN ACCESSIBLE - SEE DETAIL SHEET C5.1 ADA STRIPING - SEE DETAIL SHEET C5.1 CURB STOP - SEE DETAIL SHEET C5.1 PATTERNED CONC CROSSWALK PER ARCHITECTURAL PLANS DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-03. 1 2 3 4 5 6 1 1 1 1 1 3 2 4 5 24' 6 6 TYP 1 1 12' 33.3' 29.7' 8' 9' 6 1 X X 24' 25' 22' 2 9' 8' 4 TYP R Know what's below. Call before you dig. TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT: FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. TJW SIGNAGE AND STRIPING NOTES AND DETAILS C5.1 DAF DAF 21097 July 1, 2022 ph 206.890.8291 4715 142nd Pl. SW #B, Edmonds, WA 98026 NE 1/4 OF THE NE 1/4 OF SEC. 06, T. 20N., R. 04 E, W.M.BEEHIVE FOOD PARK 7/1/2022RGG N A F U R SE FORP I ANO EL T S GE SI N ERE D EEATDSNTA WFO . SAHI IN REENOTR46937 W WW W W W W W W W W W W W W W W WWWWWW GRAVEL CELL #4 AREA = 10,330.3SF GRAVEL CELL #3 AREA = 681.0SF GRAVEL CELL #1 AREA = 7,052.6SF GRAVEL CELL #2 AREA = 4,171.2SF TOP=476.00 IE OUT 470.69 SSCO 5 , 8" TOP=476.23 IE OUT 470.21 FD-1, 6" FLOOR DRAIN TOP=476.00 IE IN 470.22 IE OUT 470.12 SSCO 4 , 8" TOP=476.02 IE IN 468.93 IE IN 468.93 IE OUT 468.83 SSCO 2 , 8"TOP=476.00 IE IN 469.96 IE OUT 469.86 SSCO 3 , 8" TOP=476.01 IE OUT 468.52 IE OUT 468.62 SSCO 1, 8" 42LF 8" @ 0.5 0 %93LF 8" @ 0.50%4LF 8" @ 0.50% 186LF 8" @ 0.50% 33LF 8" @ 0. 5 0 %64LF 6" @ 2.00%90LF 6" @ 2.00%TOP=473.04 IE IN 471.52 IE OUT 471.42 SSCO 6 , 6" SSCO 5LF 8" PVC @ 0.50% IN 468.62 IE OUT 468.65 IE IN 468.81 SD XXOHPUGE 39.5'23.8'30.4'0.3'10.2' 0.5'19.7'14.6'14.5'0.5' 190.9'48.9'10.1'0.3'40.5'23.9'23.8'19.5'23.8'40.5' ONE STORY OFFICE BUILDING RH = 491.0' FF = 476.6' ROOF OVERHANG (TYP.) OVERHEAD BEAM (TYP.) SHEDSTEM WALL (TYP.)SSSSSSSSSSSSSSSDSDSDSDSDSDSDBUS STOP DS24PI16DS6 EVLT EX SSMH RIM = 478.37' INV N-S = 468.21' SDMH RIM = 478.70' SDMH RIM = 477.28' CB RIM = 477.02' INV W 12" RCP= 473.82' CB RIM = 478.51' INV W 12" RCP = 475.09'CB RIM = 474.26' INV W 12" RCP = 469.86' INV S 12" RCP = 469.86' INV N 12" RCP = 469.86' CB RIM = 475.71' UNABLE TO OPEN CB RIM = 474.21' INV W 6" CPEP = 471.71' INV S 12" DI = 471.71' INV E 12" RCP = 471.71' SDMH RIM = 474.38' INV N 36" CMP = 472.15' 475 474 475 476 476 476 475476475475 476477 477 478479480 480 479478477478477475476 4754764 7 6 R=5730.00'(PACIFIC HIGHWAY S)STATE HIGHWAY NO. 1PARC E L N O. 09210 4 - 9 1 2 0 09210 4 - 9 1 4 9 PARC E L N O . 09210 4 - 9 2 1 9 178.70'UTILITY EASEMENT AFN: 20090903001420W W W W W W WWWWWWWWW12" DI8" CONC8" DIN89°50'17"W 251.06' 62.0' 62' 476 MEDIAN CURB 476 475 VAN 1 2 3 4 5 6 7 8 9 10 13 14 15 16 17 18 PPP8' CANOPY8' CANOPY 11 12 C C C C C C C C ???, ???' ???T TOP=473.04 IE IN 471.52 IE OUT 471.42 SSCO 6, 6" SSCO SITE NR Know what's below. Call before you dig. TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT: FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. LEGEND PERMEABLE PAVERS ASPHALT PAVEMENT CONCRETE PAVEMENT PERMEABLE BALLAST PROPERTY BOUNDARY SANITARY SEWER SEWER CLEANOUT WATER LINE WATER METER WITH DCVA IRRIGATION WATER METER WATER - SEWER CONNECTION BOX RTANKS FOOD TRUCK TJW SEWER AND WATER PLAN SW1.0 DAF DAF 21097 July 1, 2022 ph 206.890.8291 4715 142nd Pl. SW #B, Edmonds, WA 98026 NE 1/4 OF THE NE 1/4 OF SEC. 06, T. 20N., R. 04 E, W.M. BEEHIVE FOOD PARK 7/26/2022RGG N A F U R SE FORP I ANO EL T S GE SI N ERE D EEATDSNTA WFO . SAHI IN REENOTR46937 7 W PROJECT DESCRIPTION PROJECT IS A PARKING LOT FOR FOOD TRUCKS. THE PAVED AREA WILL ALSO PROVIDE UTILITIES (I.E. WATER, SEWER AND POWER) SIMILAR TO RV/TRAILER CAMPING FACILITIES. CONSTRUCTION TO INCLUDE CLEARING AND GRADING, PAVING, STORM DRAINS, SANITARY SEWER AND WATER SERVICES. EXISTING UTILITIES EXISTING SANITARY SEWER IS SHOWN PER SURVEY. EXISTING STORM IS SHOWN PER SURVEY. EXISTING WATER IS SHOWN PER SURVEY. RIGHT-OF-WAY CONSTRUCTION ACCEPTABLE CONSTRUCTION METHODS AND OR ROW RESTORATION REQUIREMENTS FOR WORK PERFORMED IN ROW ARE DEFINED BY CITY OF FEDERAL WAY AND WSDOT AND MAY NOT B E SHOWN ON THE PLANS APPROVED FOR CONSTRUCTION. CONSULT WITH LAKEHAVEN'S PROJECT INSPECTOR AND ANY APPLICABLE ROW PERMIT FOR ACCEPTABLE CONSTRUCTION METHODS (OPEN TRENCH, BORE & CASE, DIRECTIONAL DRILL, ETC.) AND EXTENT OF ASPHALT OVERLAY AND/OR OTHER RESTORATION REQUIREMENTS FOR WORK IN ROW. SEWER SERVICES SEPARATE SEWER SERVICE CONNECTION PERMIT REQUIRED FOR EACH SEPARATE BUILDING, TO CONSTRUCT/COMPLETE BUILDING SEWER AND TO CONNECT TO THE SEWER MAIN. MINIMUM REQUIREMENTS FOR SIDE SEWER 1.PIPE SHALL BE PVC ASTM 3034, SDR 35. 2.NOT MORE THAN 100LF SHALL BE INSTALLED BETWEEN CLEANOUTS. 3.SIDE SEWER SLOPE 2%MIN. 4.SIDE SEWER 6 INCHES MIN DIAMETER. 5.MINIMUM SEPARATION FROM PUBLIC UTILITIES: 5' HORIZONTAL (PARALLEL), 12" VERTICAL (CROSSINGS). WATER MATERIALS ALL PROPOSED WATER MAINS ON THESE PLANS WILL BE DUCTILE IRON. SEE SHEET SW1.1 FOR LEGAL DESCRIPTION. SITE VICINITY MAP LEGAL DESCRIPTION PARCEL NO. 092104-9102: THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE SOUTH 89°50'17" EAST 417.04 FEET; THENCE NORTH 00°03'43" WEST 300 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 00°03'43" WEST 200 FEET; THENCE NORTH 89°50'17" WEST 242.8 FEET, MORE OR LESS, TO THE EASTERLY BOUNDARY OF STATE ROAD NO. 1; THENCE SOUTHERLY ALONG SAID EASTERLY LINE 203 FEET, MORE OR LESS, TO A POINT WHICH BEARS NORTH 89°50'17" WEST FROM THE POINT OF BEGINNING; THENCE SOUTH 89°50'17" EAST 281.9 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING. EXCEPT THE NORTH 100 FEET THEREOF; AND EXCEPT THAT PORTION CONVEYED TO THE CITY OF FEDERAL WAY, A WASHINGTON MUNICIPAL CORPORATION, BY DEED RECORDED SEPTEMBER 3, 2009 UNDER RECORDING NO. 20090903001419 SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL NO. 092104-9121: THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE SOUTH 89°50'17" EAST 417.04 FEET; THENCE NORTH 00°03'43" WEST 178.7 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 00°03'43" WEST 121.3 FEET; THENCE NORTH 89°50'17" WEST 242.8 FEET, MORE OR LESS, TO THE EASTERLY BOUNDARY OF STATE ROAD NO. 1; THENCE SOUTHERLY ALONG SAID EASTERLY LINE 124 FEET, MORE OR LESS, TO A POINT WHICH BEARS NORTH 89°50'17" WEST FROM THE POINT OF BEGINNING; THENCE SOUTH 89°50'17" EAST 301.5 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING. EXCEPT THAT PORTION CONVEYED TO THE CITY OF FEDERAL WAY, A WASHINGTON MUNICIPAL CORPORATION, BY DEED RECORDED SEPTEMBER 3, 2009 UNDER RECORDING NO. 20090903001419 SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. 2' TYP 26LF, 6" DI, C L . 5 2 27LF, 6" DI, CL. 52WATER INSTALLATION NOTES 1-1/2" WATER METER AND SERVICE PER DETAIL SHEET SW1.1 DCVA PER DETAIL SHEET SW1.1 5/8" IRRIGATION METER AND SERVICE PER DETAIL SHEET SW1.1 FIRE HYDRANT HYDRANT ASSY PER DETAIL SHEET SW1.1 (2) - 6" X 45° ELL (MJ X MJ) CONCRETE BLOCKING (1) - 6" X 11.5° ELL (MJ X MJ) CONCRETE BLOCKING 1-1/2" WATER SERVICE 1" WATER SERVICE (1) - 12" X 6" TEE (MJ X FL) (1) - 6" GATE VALVE CONCRETE BLOCKING 1 2 3 4 5 6 7 8 9 SEWER INSTALLATION NOTES 6" SS @ 2% MIN (TYP) WATER - SEWER CONNECTION BOX - SEE DETAIL SHEET SW1.2 OLDCASTLE 612 GA (OR EQUIVALENT) 2,000 GAL GREASE INTERCEPTOR - SEE DETAIL SHEET SW1.3 1 2 3 4 1 23 9 6 7 7 8 TYP 8 TYP 5 6 UTILITY CONNECTION BOX IE E = 468.31 (NEW) 1 1 2 STORM CROSSING TABLE PC 1 TOP SS = 469.91 BOTTOM SD = 472.82 CLEARANCE = 2.91' PC2 TOP SS = 469.65 BOTTOM SD = 472.82 CLEARANCE = 3.17' PC3 TOP SS = 470.61 BOTTOM SD = 472.82 CLEARANCE = 2.21' SEWER AND WATER PLANSW1.0 SW1.2 SEWER AND WATER DETAILS DRAWING INDEX CONNECTION BOX DETAILS SW1.1 SEWER PROFILE SW1.3 PC2 PC1 PC3 5' TYP 5' TYP 5' TYP 5' TYP 3 3" VENT - SEE PLUMBING PLANS EX. 1" WATER METER