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<br />PUBLIC SIDEWALK
<br />IMPROVEMENT
<br />EMC 19.33.030
<br />SEE MODIFICATION #1
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<br />STORAGE AREA
<br />PROPOSED 8'X3'/ STRUCTURAL
<br />ENCLOSURE '
<br />i 15 -0 7 -0 41-0 -1. 10 -0 42 -0
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<br />PROPERTY LINE 120.00' 9'-7" EXIST.
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<br />,::::::.::::::::::. EXISTING GARAGE
<br />kANDSCAPE :....: AREA: 1,052 SF
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<br />I AREA'. b.: -4LL 5'-011 PROPOSED DUPLEX
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<br />r •• V T SINGLE FAMILY V o I (3 BED) (3 BED) N
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<br />i z a w I AREA: 860 SF Z v',w LU
<br />IQ I, 2713 MAPLE ST y �',� 0 -
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<br />i co a L' Q {�.;; z -_� I I OPEN AREA: 215.00 SF AWNING CO L DIN
<br />UJ in REMOVE LOWER SIDING & —PROPOSED 1 I `o
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<br />.,,........ ,,_ � aj 5" SEPARATE BUILDING PERMIT
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<br />PROPERTY LINE 120.00'
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<br />X 34'-011 30'-011 CLEAR 36-011
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<br />70 EXISTING
<br />1, 28'_611 LANDSCAPE AREA ;
<br />! 1 AREA: 150 SF
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<br />1 SITE PLAN
<br />Al SCALE: 1" = 10'
<br />PROPERTY INFORMATION
<br />OWNER 2713 MAPLE STREET LLC
<br />STREET ADDRESS 2715 MAPLE ST A&B, EVERETT, WA 98201
<br />PARCEL NUMBER 00593663801200
<br />LOT SIZE 6,000 SF
<br />USE TYPE RESIDENTIAL
<br />LEGAL DESCRIPTION SWALWELLS 2ND ADD BLK 638 D-00 - LOT 12 &
<br />13
<br />PROJECT DESCRIPTION:
<br />EXISTING STRUCTURE / TWO STORY GARAGE TO BE REMODELED
<br />INTO A DUPLEX, TWO UNITS (3 BEDROOM), DEMO EXISTING LOFT
<br />AND INTERIOR WALLS, EXTERIOR WALLS AND ROOF EXISTING.
<br />AREA PER UNIT: 526 SF. PARKING PROVIDED: 6 STALLS.
<br />OWNER: CONSULTANT:
<br />2713 MAPLE STREET LLC Roger Vallo
<br />ADDRESS: (360) 348 2557
<br />P.O BOX 1094 WOODINVILLE, WA 98072
<br />LAND ACQUISITION:
<br />Chris Vallo / Century 21
<br />(425) 330 7395
<br />ZONING CODE SUMMARY
<br />PROPOSED SIDEWALK:
<br />NOTES
<br />1 SIDEWALKS SHALL BE A MINIMUM OF 4!' THICK, AND
<br />SMALL BE COMMERCIAL MIX CONCRETE AS CALLED
<br />OUT IN WSDOT STD SPECS, WITH AIR ENTRAINMENT
<br />JMIN 4.5 %, MAX 63 %)b
<br />2. SIDEWALK FULL DEPTH EXPANSION JOINTS SHALL
<br />GENERALLY BE PLACED TO MATCH THOSE IN
<br />ADJACENT CURB & GUITER (WITHOUT PLANTER
<br />STRIP), MAXIMUM SPACING OF 30 FEET, FINAL
<br />SPACING DETERMINATION SHALL BE DECIDED BY THE
<br />INSPECTOR IN THE FIELD.
<br />3. SUBGRADE SHALL BE CO MPAC"TEO TO NOT LESS THAN
<br />95` OF MAXIMUM DENSITY
<br />4. SIDEWALK SHALL BE AT LEAST 6" THICK IN DRIVEWAYS
<br />AND BEHIND ROLL -CURB (STANDARD DRAWING 308).
<br />S. THE FINISHED SIDEWALK SHALL RE SPRAYED WITH A
<br />TRANSPARENT CURING COMPOUND COVERED BY
<br />WATERPROOF PAPER OR PLASTIC. SHEETING IN THE
<br />EVENT OF RAIN OR OTHER INCLEMENT WEATHER,
<br />CURING TIME SHALL BE FOR A MINIMUM OF 72
<br />HOURS.
<br />6. ALL JOiNTS SHALL BE CLEANED AND EDGED WITH AN
<br />EDGER HAVING A 3/9RADIUS AFTER FINAL BROOM
<br />FINISH IS COMPLETED.
<br />7. CHEW ARE 6M I ALKS INI WIDE OR ASAPPROVED BY
<br />5
<br />THE CITY ENGINEER.
<br />& CURB REVEAL MUST MATCH EXISTING TOP OF CURB
<br />FOR REPLACEMENT PROJECTS. THIS MEANS THAT THE
<br />FULL CURB IS PLACED IN AS SHOWN IN THE TYPICAL
<br />SECTION BUT THE ASPHALT STREET WILL COVER FACE
<br />OF CURB SO LESS THAN W MIAYBE REVEALED.
<br />EXIST. SIDEWALK
<br />EXIS. COLD JOINT
<br />EXIST. PAVEMENT-7
<br />:11'11-1_1�11=� 0 n.l� n �In„Ifi,1r��7f,-,�1` 71' II'--71:.JhII=11du n i
<br />EXIST. CURB & GUTTER
<br />MONOLITHIC THICKENED EDGE
<br />CLIFI5.-..,.......g...
<br />FIMA OR CONC
<br />PAVEMENT ---
<br />ON
<br />♦ �. A
<br />ALL NOTES AND SPECIFICATIONS TO COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE WITH ANY CITY OF EVERETT AMENDMENTS AND THE WASHINGTON STATE ENERGY CODE.
<br />SETBACK REQUIREMENTS
<br />ZONING
<br />MIXED URBAN (MU)
<br />FRONT SETBACK
<br />NA
<br />SIDE SETBACK
<br />NA
<br />STREET SETBACK
<br />NA
<br />REAR SETBACK ALLEY
<br />NA
<br />REAR SETBACK
<br />NA
<br />DENSITY
<br />NA
<br />RESIDENTIAL REQ'D PARKING 19.34.025
<br />REQUIRED
<br />PROVIDED (MEDIUM 8.5'X18')
<br />STREET REQUIREMENTS
<br />MAX. LOT COVERAGE
<br />NA
<br />CONNECTOR
<br />STREET DESIGNATION
<br />FRONTAGE ZONE MIN. WIDTH
<br />NA
<br />LANDSCAPE/FURNITURE ZONE
<br />6' MIN.
<br />PUBLIC SIDEWALK REQUIREMENTS
<br />6' MIN.
<br />MODIFICATIONS
<br />EMC 19.33.050 PUBLIC SIDEWALK REQUIREMENTS -
<br />EXCEPTIONS / D2 & D3 - A MODIFICATION OF THE
<br />REQUIRED SIDEWALK IMPROVEMENT IS NECESSARY TO
<br />PROVIDE A SMOOTH TRANSITION TO AN EXISTING
<br />1 SIDEWALK ON THE ADJACENT PROPERTY, OR TO AN
<br />ALLEY WHERE THE SIDEWALK INTERSECTS THE ALLEY;
<br />OR 33HE REQUIRED SIDEWALK IMPROVEMENT WOULD
<br />CREATE A TRAFFIC OR PEDESTRIAN SAFETY HAZARD,
<br />SUCH AS SIGHT DISTANCE PROBLEMS OR CONFLICTS
<br />WITH OTHER INGRESS/EGRESS LOCATIONS.
<br />STRUCTURE LOT COVERAGE (NO CHANGES)
<br />EXISTING SINGLE FAMILY
<br />860 SF
<br />EXISTING COVERED PORCH
<br />EXISTING GARAGE
<br />226 SF
<br />1,052 SF.
<br />TOTAL
<br />2,138 SF
<br />IMPERVIOUS SURFACE
<br />EXISTING SINGLE FAMILY
<br />860 SF
<br />EXISTING COVERED PORCH
<br />226 SF
<br />EXISTING GARAGE
<br />1,052 SF
<br />EXISTING PAVED AREAS + CONC.
<br />3,059 SF
<br />TOTAL
<br />5,197 SF
<br />PROPOSED SIDEWALK 275 SF
<br />TOTAL PROPOSED 5,472 SF
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<br />PROPOSED BRICK
<br />RETAINING WALL
<br />Basic 16-in L x 6-in H x 12-in D 12"
<br />Gray Retaining Wall Block
<br />PROPOSED SIDEWALK - 6' MIN.
<br />(SEE NOTE 7)
<br />—2% MAX
<br />CEMENT CONCRETE
<br />SIDEWALK
<br />3/8" FULL DEPTH EXPANSION
<br />JOINT 30' MAX INTERVAL
<br />APPROX.
<br />GRADE
<br />V-GROOVE CONTROL
<br />JOINT 1/4" DEEP 5'
<br />INTERVALS BETWEEN
<br />FULL AND HALF DEPTH
<br />EXPANSION JOINTS TYP
<br />3/8" FULL HALF DEPTH
<br />EXPANSION JOINT 15'
<br />INTERVALS BETWEEN
<br />4
<br />FULL DEPTH
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<br />BUILDING AREA SUMMARY (PER UNIT)
<br />LEVEL 1 526 SF
<br />LEVEL 2 526 SF
<br />TOTAL 1,052 SF
<br />A
<br />19.09.050 REQ'D OPEN SPACE (2 PROPOSED UNITS)
<br />UNIT SIZE 3 BEDROOMS 100 SF PER UNIT / REQ' 200 SF
<br />EXISTING OPEN SPACE DOES NOT MEET MIN.SIZE REQ'
<br />PROVIDED NOT SATISFIED / FEE -IN -LIEU TO
<br />BE PROVIDED
<br />FEE -IN -LIEU ($31.92 SF) 200SF x $31.92= $6,384.00
<br />19.35.030 VALUATION A
<br />EXISTING MARKET
<br />REVIEWED FOR PERM0290,200
<br />IMPROVEMENT VALUE
<br />PROPOSED
<br />NOT TO EXCEED 35% ($101,570)
<br />ARKI TEC
<br />DRAFTING STUDIO
<br />CONTACT:
<br />P: (425) 240 3370
<br />ADDRESS:
<br />5403 86th PL NE Unit 1,
<br />Marysville, WA 98270
<br />arkitech.draftingstudio@gmail.com
<br />CONSTRUCTION:
<br />REVISIONS
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<br />DATE:
<br />05-09-2022
<br />SITE PLAN
<br />Al
<br />PAGE No: 3-11
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