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CITY OF EDMONDS BLK 81
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1 4" PVC SEWER GARAGE i 111 I HOUSE
SER VICE ® ----FF 175.18 -- I l J
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RIM 175.00 1 I I 2 1 I v
4" /E 172.40 1 I i ip ® l I 175.18 FG lily 1
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CHANNEL DRAIN
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----T---�---- T:.-:.; NOS PRO CHANNEL DRAIN
15 �SBL SDCO 5 :.. CONCRETE; �? ; ' OR APPROVED EQUAL
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RIM 175.00
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RE -USED. CONTACT ENG/NEER/NGPERMITSCDMONDSWA.GOV .O SCHEDULE: :.:: :.:....
lE 8"GONG E=162.82 „..
" INSPECTION. IF THE LINE IS DAMAGED OR NOT A 6.. LINE FROM. THE MAIN. /!�E........ r...............
lE 8 CONC(W)-162 72 TO THE PROPERTY LINE THE SEWER �A�ERAL SHALL -BE REPLACED " EX 8 CONC SEWER
SS S-S . :SS: T: TT.: S
CITY OF EDMbNDS BLK 81
LOT 31 LOT 30 I LOT 29 VOL, 2y I PG. 39 LOT 28 I LOT 27
BUILDING HEIGHT
CALCULATIONS (AEG)
ELEVA 77ON A:
174.58
ELEVA 77ON B.
176.38
ELEVA 77ON C.
176. 53
ELEVA 77ON D:
175.48
TOTAL:
= 702.97
AVERAGE ORIGINAL GRADE (AOG)
= 175,74
MAIN FINISHED FLOOR
= 175.56
ROOF A T RIDGE
= 200.21
ALLOWABLE BUILDING HEIGHT
= 200.74
(175.74 + 25 FT)
IMPERVIOUS AREAS
HOUSE+COVERED D/W, PATIO, PORCH, WALK 3,160 SF
UNCOVERED PA770 AND WALK 271 SF
UNCOVERED DRIVEWAY 813 SF
TOTAL = 4,244 SF
LOT COVERAGE
LOT AREA: 8,201 SF
ALLOWABLE COVERAGE (359) 2,870 SF
HOUSE, COVERED DECK & GARAGE 2,868 SF
PERCENT COVERAGE 34.979
SOILS NOTE
ALL DISTURBED SOILS WILL BE COMPOST AMENDED PER BMP T.5.13.
PROJECT CLASSIFICATION
PROJECT CLASS/FICA 770N: CA 7EGORY 1
EDMONDS WA 7ERSHED BASIN: SHELL CREEK
FLOW CONTROL STANDARD: EXEMPT, LESS THAN 10,000 SF
STORMWA TER BMPS, DETENTION PIPE
POST CONSTRUCTION SOIL AMENDMENT (T5.13)
N
Stake trees in tree pits or
trees under 2" cal.:
Provide (4) 2x2 or 2x4 pt.
wood or metal fence
posts, secure tree with
poly. webbing straps at
1131 of tree.
Provide 2-4" approved
mulch throughout plant
beds. do not place against
trunk as shown
Edge beds with continuous
trench at lawns and
hardscape, 4" min depth as
shown to hold mulch
Compacted or
undisturbed so11
Fill and compact base --
of pit to set root polar
SCALE: 1" = 10'
0 5 10 20
ML4
NOTES:
1. Set tree plumb and vertical.
2. Rotate tree to align as grown in field:
north face to North.
3. Prune dead, damaged and crossing
branches. Elevate branches as per City
standards where applicable. Do not cut
branch lips or central leader.
4. Remove all stakes and guys after 12
months.
Guy all trees over 2" cal.
in plant beds:
Secure 2x2 pit. wooden
stakes - min (3) per tree,
equally spaced. with poly.
webbing straps at first branch
or at 113 height of bee,
whichever is higher. It wire
guy and hose is used,
Include fluorescent color tags
on ea. wire at mid point.
Mound soil around outside
of root ball approx. 3" 11
or on downhill side of
sloped beds: remove after
growing season
_ Remove strapping, wire
basket and burlap from
top 1/3 minimum of root
_ ball. Cut any girdling
Backfill pit w/ approved
1-4" above finish grade. II I ' clean Planting mix in 12"
III
-I - -� -� max. lifts, lightly
compact to hold root ball
2 x roct ball dia
!/71f1
TREE PLANTING DETAIL
NOT TO SCALE
------------
- N -- -
PU GIFTMUND -
- - - - CASPERS
- - - - - N - - - - - y
- - - - - -
- - - -
EDMONDS
- - -4i
- `rT
TREE SCHEDULE
SYMBOL
BOTANICAL NAME/COMMON NAME
QTY.
SIZE
ACER CIRCINA TUM / VINE MAPLE
3
MIN. 1-1/2"
CALIPER
TREE NOTES
1. THERE ARE NO SIGNIFICANT TREES (6" DBH) AS DEFINED BY ECDC
23.10.020.R.
2. 3 SIGNIFICANT TREES TO BE PLANTED PER PLANTING REQUIREMENTS
ECDC 23" 10.060. C. 5.
J. ORANGE PROTECTIVE BARRIER FENCING SHALL BE PLACED AT THE
DRIP LINE OF TREES TO REMAIN AND AROUND AREAS PROPOSED
FOR LOW IMPACT DEVELOPMENT TECHNIQUES, SUCH AS RAIN
GARDENS, INFIL IRA LION SYSTEMS, ETC., TO PROTECT THE AREA
FROM COMPACTION.
UTILITY SEPARATION REQUIREMENTS
WA TER
• 18" MIN/MUM COVER FOR WATER SERVICES.
• 3' MIN/MUM HORIZONTAL SEPARATION BETWEEN WATER SERVICES AND ALL OTHER
U77LI71ES, EXCEPT SANITARY SEWER.
• 10' HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND W47ER MAINS OR
SERVICES.
• 12" MIN/MUM VERTICAL SEPARATION, FOR PERPENDICULAR CROSSINGS, BETWEEN
WATER MAINS OR SERVICES AND ALL OTHER U7IL/T/ES, EXCEPT SANITARY SEWER.
SANITARY SEWER
2 MINIMUM COVER FOR SIDE SEWERS &LATERALS.
• 5' MINIMUM HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND ALL OTHER
U77L/TIES EXCEPT WA 7ER.
• 10' HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND WA TER MAINS OR
SERVICES.
• 12" MIN/MUM VERTICAL SEPARATION, FOR PERPENDICULAR CROSSINGS, BETWEEN
SANITARY SEWER AND ALL OTHER U77L177ES, EXCEPT WATER.
• 18" MIN/MUM VER 77CAL SEPARATION BETWEEN WATER AND SEWER, SEWER LAID
BELOW WA TER.
STORM
• 1' MINIMUM COVER REQUIRED /N LANDSCAPE AREAS; 2' MIN/MUM COVER
REQUIRED UNDER DRIVABLE SURFACES, UNLESS DUCTILE IRON PIPE IS USED.
• 5' MIN/MUM HORIZONTAL SEPARATION BETWEEN STORM AND ALL 07HER UTILITIES.
OUTSIDE AGENCY U7LI ZZES
• 36" MIN/MUM COVER FOR JOINT GAS, ELECTRIC, TELEPHONE, CABLE TV SERVICE
AND CONDUCTORS.
• 36" MIN/MUM COVER FOR A PRIMARY DISTRIBUTION SYSTEM.
ELECTRIC VEHICLE CHARGING STATION NOTE
7HE VEHICLE PARKING SPACE WI THIN THE GARAGE SHALL BE ELEC7R/C VEHICLE
READY. THE GARAGE SHALL INCLUDE A FULL Y- WIRED CIRCUIT WITH LEVEL lI OR
LEVEL III (PER ECDC 1 Z 115) ELECTRICAL VEHICLE CHARGING RECEPTACLE OUTLET OR
TERM/NATION POINT, INCLUDING CONDUIT AND WRING AND 771E ELECTRICAL SERVICE
CAPAC/TY (208 V/40 AMP MIN/MUM) NECESSARY TO SERVE THE RECEPTABLE, 7HAT
ALLOWS FOR FUTURE INSTALLATION OF AN ELEC7R/CAL VEHICLE CHARGING STATION.
UTILITY NOTE
ALL NEW U77L/T/ES ARE REQUIRED TO BE INSTALLED UNDERGROUND.
IF THE RIM TO INVERT OF ANY CATCH BASIN EXCEEDS 5 FEET A TYPE ll
CATCH BASIN WILL BE REQUIRED.
FOOTING DRAINS TO CONNECT TO DETENTION PIPE.
STORMWATER CONTROL SUMMARY
PROJECT S17E CATEGORY CATEGORY 1
DISCHARGE LOCA 770N: CITY MS4 /N DALEY STREET
TYPE OF AREA
SO. FT.
STORMWA TER FACILITY
LAWN & LANDSCAPE
4,077 SF
SOIL AMENDMENTS T5.13
ROOFS
3,160 SF
STORMWATER BMP DETENTION PIPE
HARD SURFACES
1,084 SF
STORMWATER BMP DETENTION PIPE
SIDE SEWER NOTE
EXISTING SEWER LATERAL TO BE REPLACED OR RELINED, WITH
PREFERENCE TO RELINING WHEN TECHNICALLY FEASIBLE. THIS
REQUIREMENT MAY BE WAIVED IF IT IS DEMONSTRATED THAT
THE EXISTING SIDE SEWER AND LATERAL WAS CONSTRUCTED
IN ACCORDANCE WITH THE CURRENT (AT THE TIME OF
DEVELOPMENT) CITY STANDARDS. A VIDEO INSPECTION OF THE
LATERAL SHALL BE PERFORMED BY THE CITY'S PUBLIC WORKS
DEPARTMENT TO DETERMINE THE CONDITION OF THE LATERAL.
PLEASE CONTACT ENG/NEERINGPERMITS®EDMONDSWA.GOV TO
SCHEDULE AN INSPECTION.
PATCH/NG/OVERLAY NOTE
UTILITY PATCHES SHALL BE COMBINED AND FULL MI OR
HALF W/D 7H 0 VERLA Y WILL BE REQUIRED DEPENDING ON 7HE
EXTENT OF DISTURBANCE. WHERE U77LITY PATCHES FALL
ENTIRELY W/7H/N ONE TRAVEL LANE, 7HE OVERLAY SHALL
EXTEND TO 7HE CENTERLINE OF ROADWAY. WHERE UTILITY
PATCHES EXTEND INTO BOTH TRAVEL LANES, THEN A FULL
MD TV 0VERLA Y /S REQUIRED.
BELL ST
ST
VICINITY MAP
NOT TO SCALE
PROJECT TEAM
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OWNER/APPLICANT CIVIL ENGINEER
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PETER AND SA TANG RAM ENGINEERING, INC.
648 BELL STREET 19109 367H AVE W, SUITE 100
EDMONDS, WA 98020 LYNNWOOD, WA 98036
(206)372-2584 (425) 678-6960
CONTACT' ROB L. LONG, PE
SURVEYOR ROBL@RAMENGINEER/NGINC. COM
PACIFIC COAST SURVEYS, INC.
PO BOX 13619
MILL CREEK, WA 98082
(425) 512- 7099
CONTACT' DARREN J. RIDDLE
LEGAL DESCRIPTION
LOT 10, 11 AND THE WEST HALF OF LOT 12 /N BLOCK 81 OF CITY OF EDMONDS,
ACCORDING TO THE PLAT THEREOF RECORDED /N VOLUME 2 OF PLATS AT PAGE 39, IN
SNOHOMISH COUNTY, WASHINGTON.
SITUATE /N THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF WASH/NGTON.
BASIS OF BEARING
NORTH 773220" EAST BETWEEN TWO FOUND MONUMENTS AS SHOWN.
DATUM/BENCHMARK
tUMII (M.L.L.W.)
RAILROAD SPIKE IN EAST FACE OF POWER POLE ON THE NORTH SIDE OF GLEN ST.
PER EDMONDS CREEKSIDE CONDO PH. 1.
ELEVATION = 76.89'
SURVEY REFERENCES
(R1) RECORD OF SURVEY - AFN 201206225002
(R2) PLA T OF CITY OF EDMONDS - VOL. 2, PG. 39
(R3) EDMONDS CREEKSIDE (PHASE 1) CONDO - AFN 9006285011
NOTES
1. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PARTIES WHOSE
NAMES APPEAR HEREON ONLY, AND DOES NOT EXTEND TO ANY UNNAMED THIRD
PARTIES WITHOUT EXPRESS RECERTIFICATION 8Y THE LAND SURVEYOR OF RECORD.
2. BOUNDARY LINES SHOWN AND CORNERS SET REPRESENT DEED LOCATIONS,•
OWNERSHIP LINES MAY VARY. NO GUARANTEE OF OWNERSHIP IS EXPRESSED OR
IMPLIED. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT
AND DOES NOT PURPORT TO SHOW ALL EASEMENTS, RESTRICTIONS, RESERVATIONS,
AND OCCUPATION WHICH MAY ENCUMBER TITLE OR USE OF SUBJECT PROPERTY.
SITE DATA
SITE ADDRESS: 840 DALEY ST, EDMONDS, WA 98020
TOTAL SITE AREA: 8,201 SF (0.19 AC)
EXISTING ZONING: RS-6
AGENCIES/UTILITIES
JURISDICTION
CITY OF EDMONDS
WATER DISTRICT
CITY OF EDMONDS
SEWER DISTRICT
CITY OF EDMONDS
STORM WA TER
CITY OF EDMONDS
SCHOOL DISTRICT
EDMONDS SCHOOL DISTRICT NO. 15
FIRE DISTRICT
SOUTH SNOHOMISH COUNTY FIRE & RESCUE
TELEPHONE
Z/PL Y
ELECTRICAL
SNOHOMISH COUNTY PUD NO. 1
GAS
PSE
GARBAGE
SOUND DISPOSAL
SHEET INDEX
1 SP-01 SITE DEVELOPMENT PLAN
2 GN-01 GENERAL NOTES & LEGEND
3 TP-01 CLEARING GRADING & TESC PLAN
4 DT-01 GENERAL DETAILS
5 DT-02 GENERAL DETAILS
CONSTRUCT/ON NOTE
APPLICANT SHALL REPA/R/RELACE ALL DAMAGE TO UTILITIES
OR FRONTAGE IMPROVEMENTS /N C/TY RIGHT-OF-WAY PER
CITY STANDARDS THAT IS CAUSED OR OCCURS DURING THE
PERMITTED PROJECT.
Know what's below.
CBII before you dig.
BLD2023-0443
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
BY
CITY ENGINEERING DIVISION
ENGINEERING, INC.
Civil Engineering / Land Planning
RAM
19109 36TH AVE W, SUITE 100
LYNNWOOD, WA 98036
PHONE: (425) 678-6960
WWW.RAMENGINEERINGINC.COM
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ENGINEER:
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ROB L. LONG, PE
DRAWN BY.•
BRIAN CLARK
ISSUE DATE.- SCALE.•
4/03/2J AS NOTED
JOB NO.
23-002
SHEET'
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