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<br />SEC 20, T WP 29 N, RGE 05 E, VISA
<br />1
<br />d. 1
<br />d 1' WIDE THROUGH CURES PORT TO
<br />- WATER TOLERABLE PLANTINGS BE 1" LOWER THAN SIDEWALK,
<br />PER LANDSCAPE ARCHITECT TSLOPED TO FACILITY - MAX 12' O.C.
<br />1' WIDE THROUGH CURB PORT TO BE
<br />" LOWER THAN SIDEWALK/PAVEMENT,
<br />SLOPED TO FACILITY - MAX 12' O.C.
<br />— — • PROPERTY LINE
<br />- — — — — ADJACENT PROPERTY LINE
<br />- — — — — — — — — - EXISTING EASEMENT LINE
<br />EXISTING FENCE LINE
<br />W EXISTING WATER MAIN LINE
<br />—SD EXISTING STORM DRAINAGE LINE
<br />SS EXISTING SANITARY SEWER LINE
<br />EXISTING CURB/SIDEWALK LINE
<br />PROPOSED CURB/SIDEWALK LINE
<br />I_Z_ EXISTING BUILDING LINE
<br />PROPOSED BUILDING
<br />G -- EXISTING GAS LINE
<br />FLOW
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<br />CONCRETE
<br />BARRIER CURB PER SM
<br />4 DETAIL STD 3-4 (TYP)
<br />PlEs/4M.
<br />0
<br />6" DEEP TOPSOIL
<br />6" BENCH FOR CURB
<br />•CONSTRUCTION
<br />• BENCH FOR CURB
<br />CONSTRUCTION
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<br />rr DETAIL
<br />r
<br />DISPERSION.
<br />AREA ,- r-
<br />3' DEPTH 31e DRAIN ROCK
<br />Ml,%RYz�-
<br />COMPACTED NATIVE SUBGRADE
<br />BIORETENTION PLANTER DETAIL
<br />SCAT F 1" = 2'
<br />AREA OF DISTURBANCE = 29,200 SQFT
<br />LIMIT OF CLEARING
<br />AND CONSTRUCTION
<br />AREA
<br />l
<br />1/
<br />GRAPHIC SCALE
<br />20 0 10
<br />rmvrvxv Lv VAIG
<br />- P(OH) _T w
<br />"-3" COMP.DEPTH HMA CLASS 1/2"
<br />3" COMP.DEPTH HMA CLASS 1"
<br />" COMP. DEPTH GRAVEL BORROW
<br />TYPICAL PARKING LOT
<br />PAVING SECTION
<br />SCALE: HORIZ 1" = 5'
<br />VERT 1" = 5'
<br />LEGAL DESCRIPTION
<br />00562660601002-RUCKERS 3RD PLAT BLK 606 D-02
<br />- TH N 50FT OF LOTS 10-13 INCL ALSO ALL OF
<br />LOTS 14 & 15TGW PTN VAC MCDOUGALL ST & PTN
<br />Q
<br />VAC ALLEY PER CITY OF EV ORD 1894-92 REC AF
<br />2 TH S
<br />NO 9301220047.
<br />pQ
<br />00562660601001-RUCKERS 3RD PLAT BLK 606 D-01
<br />Of
<br />- THE S 70FT OF LOTS 10 TO 13 INCLTGW PTN VAC
<br />m
<br />0
<br />MCDOUGALL ST PER CITY OF EV ORD 1894-92 REC
<br />AF NO 9301220047.
<br />EVE
<br />ETT VE
<br />00562660601600- RUCKERS 3RD PLAT BLK 606
<br />D-00 - ALL OF LOT 16 TGW PTN VAC ALLEY PER
<br />CITY OF EV ORD1894-92 REC AF NO 9301220047.
<br />00562660601700-RUCKERS 3RD PLAT BLK 606 D-00
<br />- ALL OF LOTS 17 & 18 TGW PTN VAC ALLEY PER
<br />CITY OF EV ORD1894-92 REC AF NO 9301220047.
<br />51-MADDRESS
<br />SITE LOCATION
<br />220E EVERETT AVE
<br />220E
<br />EVERETT, WA 98201
<br />1
<br />TAX ACCOUNT NUMBER
<br />00562660601002, 00562660601001,
<br />00562660601600, 00562660601700
<br />ZONING:
<br />C1, 559 Other Retail Trade -Auto,
<br />Marine, Aircraft NEC
<br />VICINITY MAP
<br />ALDERWOOD-URBAN LAND COMPLEX,
<br />2 TO 8 PERCENT SLOPES
<br />TS
<br />PROJECT CRITERIA
<br />JURISDICTION CITY OF EVERETT
<br />BUILDING CRITERIA
<br />CODE: 2015 IBC W/ WA. AMENDMENTS
<br />ZONING: C-1 (GENERAL COMMERCIAL)
<br />CONSTRUCTION TYPE: II-B
<br />OCCUPANCY- S-1 FULLY SPRINKLERED PER NFPA 13
<br />STORIES: 3 (I.B.C. TBL. 503)
<br />EVERETT ZONING REQUIREMENTS (TBL, 6,11
<br />BLDG. HEIGHT: 50'-0" MAX.
<br />BUILDING SETBACKS:
<br />FRONT AND SIDESTREET: 10' CATEGORY B / TYPE III LANDSCAPING (TBL. 6.1 & TBL.
<br />35-1)
<br />E' •:a:
<br />°
<br />SIDE SETBACK: 5' CATEGORY B TYPE III LANDSCAPING TBL. 6.1 & TBL 35-1;
<br />i
<br />REAR SETBACK: 5' CATEGORY B / TYPE III LANDSCAPING (TBL. 6.1 & TBL. 35-1)
<br />ALL 0 BUILDINGA U
<br />PROJECT DESCRIPTION
<br />BASE ALLOWABLE (TABLE. 503):
<br />DEMOLITION OF EXISTING BUILDING AND
<br />GROUP S-1 70,000 S.F. / 3 STORIES (TABLE 506.2)
<br />CONSTRUCTION OF SELF -MINI -STORAGE
<br />W = [(170)(0) + (116)(21) + (170)(0) + (116)(28)] = 5,684/116 = 49
<br />BUILDING.
<br />F = 116 (SEC. 506.3.3)
<br />GRADING QUANTITIESCUT=
<br />'
<br />If = [116/572-0.25] 49/30 = 0 (SEC. 506.3.3)
<br />750
<br />'" •
<br />FILL= 750
<br />Aa = 52,500 + (17,500 x 0) x 3)
<br />Aa = 156,000 S.F. (SEC. 506.2.3)
<br />LOT SIZE
<br />,
<br />00562660601002= 0.34 AC
<br />PROPOSED BUILDING AREA:
<br />00562660601001= 0.22 AC
<br />00562660601600= 0.07 AC
<br />OWNER
<br />18,500 SF FIRST FLOOR
<br />18,500 SF SECOND FLOOR
<br />00562660601700= 0.15 AC
<br />DOWNTOWN DENNIS
<br />18.50Q SF_THIRD FLOOR
<br />= A
<br />REAL ESTATE LLC
<br />55,500 S.F. TOTAL
<br />PO BOX 5648
<br />LOT COVERAGE BY BUILDING
<br />EVERETT, WA 98201
<br />EVERETT ZONING PARKING REQUIREMENTS (TBL. #34-1):
<br />LOT SIZE= 34,718 SF
<br />ENGINEER
<br />SELF -SERVE STORAGE = 1 PER 300 S.F. OFFICE
<br />PROPOSED BUILDING= 18,500 SF
<br />TED TREPANIER
<br />2 PER MANAGERS LIVING QUARTERS
<br />% LOT COVERED BY BUILDINGS=
<br />BRL SERVICES LLC
<br />18,500 SF BLDG/ 34,718 SF LOT X 1007.=
<br />53.28% 2221 EVERETT AVE, SUITE 203
<br />STALLS REQUIRED = 3 SPACES
<br />EVERETT, WA 98201
<br />425-259-5556
<br />TOTAL PROVIDED = 12SPACES
<br />GERDFIED EROSION
<br />EVERETT ZONING PARKING LOT LANDSCAPE REQUIREMENTS:
<br />CONTROL SPECIALIST
<br />TYPE III (35.080.D,1)
<br />BRIAN LINDSAY
<br />BRL SERVICES LLC
<br />2221 EVERETT AVE, SUITE 203
<br />EVERETT, WA 98201
<br />NQTE$:
<br />425-259-5556
<br />DESIGN:
<br />1. SEE THE BIO-RETENTION AREAS HANDBOOK FOR WESTERN
<br />WASHINGTON FOR DESIGN AND PLANTING INSTRUCTIONS.
<br />NATIVE PLANTS ARE PREFERRED, BECAUSE NON-NATIVE
<br />AND INVASIVE SPECIES CAN MOVE DOWNSTREAM AND
<br />DAMAGE HABITAT IF NON -NATIVES ARE CHOSEN, BE SURE
<br />THAT THEY WILL NOT DAMAGE DOWNSTREAM HABITAT.
<br />2. BIO-RETENTION AREAS MAY BE USED TO MEET
<br />STORMWATER MINIMUM REQUIREMENT #5 FOR SITES WHICH
<br />ADD OR REPLACE LESS THAN 5,OOOSF OF NEW OR
<br />REPLACED HARD SURFACE.
<br />3. PROVIDE BIO-RETENTION AREAS INFORMATIVE SIGNS FOR
<br />BIO-RETENTION AREAS ASSOCIATED WITH NEW
<br />CONSTRUCTION. SIGNS ARE AVAILABLE FROM PERMIT
<br />SERVICES.
<br />4. MAINTENANCE AGREEMENTS ARE REQUIRED FOR
<br />BIO-RETENTION AREAS INSTALLA11ON USED TO MEET
<br />STORMWATER MINIMUM REQUIREMENTS.
<br />NOTE:
<br />SITE IS NOT WITHIN A FLOOD ZONE.
<br />EXISTING IMPERVIOUS AREA REAKDOW: IMPERVIOUS AREA BREAKD¢1 N:
<br />EXISTING BUILDING = 17,479 SOFT PROPOSED BUILDING = 18,500 SOFT
<br />EXISTING ASPHALT/PARKING = 17,239 SOFT PROPOSED ASPHALT/PARKING = 13,255 SOFT
<br />TOTAL = 34,718 SOFT PROPOSED LANDSCAPE = 2,963 SOFT
<br />TOTAL = 34,79
<br />© Copyright 2018 by Brian R. Lindsay, BIU SerViCeS LLC Design, map, text and data may not be used, copied or reproduced in any way without express written permission of Brian R. Lindsay, BRL Services LLC,
<br />CONSTRUCTION:
<br />1. BUILD AND VEGETATE BIO-RETENTION AREAS AS EARLY AS
<br />POSSIBLE TO ESTABLISH PLANTINGS BEFORE DIRECTING
<br />STORMWATER RUNOFF TO IT.
<br />2. INFILTRATION AREAS (THE ARE OF THE BIO-RETENTION
<br />AREA AS DEFINED BY THE TOP ELEVATION OF THE FACILITY)
<br />SHALL BE FENCED OFF FROM THE FIRST DAY OF EARTH
<br />MOVING UNTIL PROJECT COMPLETION TO PREVENT
<br />COMPACTION OF THE SUBGRADE, DIRT TRACKING ONTO ANY
<br />LAYER OF THE FACILITY AND STOCKPILING OF
<br />CONSTRUCTION MATERIALS THAT MAY CLOG THE SURFACE.
<br />3. DURING EXCAVATION OF NATIVE SOILS TO THE BOTTOM OF
<br />FACILITY, RAINFALL MAY CAUSE FINES TO CLOG THE
<br />SURFACE OF THE FACILITY. IF THE NATIVE SOIL HAS BEEN
<br />EXPOSED TO RAINFALL HAND RAKE THE SURFACE TO A
<br />DEPTH OF 3" TO RESTORE INFILTRATION CAPACITY.
<br />4. DURING AREA DRAIN INSTALLATION, DISTURB NATIVE SOIL
<br />AS LITTLE AS POSSIBLE.
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