ENG2024-0035+Site_Plan+1.25.2024_12.11.20_PM+4020238UTILITY SEPARATION REQUIREMENTS
WA TER
• 18" M/N/MUM COVER FOR WATER SERVICES.
• 3' M/N/MUM HORIZONTAL SEPARATION BETWEEN WATER SERVICES AND ALL OTHER CONSTRUCTION NOTE
UTILITIES, EXCEPT SANITARY SEWER.
• 10' HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND WATER MAINS OR APPLICANT SHALL REPA/R/RELACE ALL DAMAGE TO UT/L/17ES OR
SERVICES. FRONTAGE IMPROVEMENTS IN CITY RIGHT—OF—WAY PER C/TY
• 12" MINIMUM VER77CAL SEPARATION, FOR PERPENDICULAR CROSSINGS, BETWEEN STANDARDS 7HA T IS CAUSED OR OCCURS DURING THE PERMITTED
WATER MAINS OR SERVICES AND ALL OTHER UTILITIES, EXCEPT SANITARY SEWER. PROJECT.
SANITARY SEWER
• 2' MIN/MUM COVER FOR SIDE SEWERS & LA7ERALS
• 5' MINIMUM HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND ALL 07HER
UTILI TIES, EXCEPT WA TER.
• 10' HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND WATER MAINS OR
SERVICES
• 12" MIN/MUM VER77CAL SEPARATION, FOR PERPENDICULAR CROSSINGS, BETWEEN
SAN/TARY SEWER AND ALL OTHER U77LITIES, EXCEPT WA7ER.
• 18" MINIMUM VER77CAL SEPARATION BETWEEN WA 7ER AND SEWER; SEWER LAID
BELOW WA 7ER.
STORM
• 1'MINIMUM COVER REQUIRED /N LANDSCAPE AREAS, 2'MINIMUM COVER
REQUIRED UNDER DRIVABLE SURFACES, UNLESS DUC77LE IRON PIPE IS USED.
• 5' MIN/MUM HORIZONTAL SEPARATION BETWEEN STORM AND ALL OTHER UTILITIES.
OUTSIDE AGENCY U7L177ES
• 36" MINIMUM COVER FOR JOINT GAS, ELECTRIC, 7ELEPHONE, CABLE TV SERVICE
AND CONDUCTORS.
• 36" MINIMUM COVER FOR A PRIMARY D1S7R/BU77ON SYS7EM.
IF THE EXIS77NG SEWER LA 7ERAL IS PROPOSED TO BE REUSED,
77-IE C/ TY'S PUBLIC WORKS DEPARTMENT WILL NEED TO TV 7HE
LATERAL TO DE7ERM/NE /F /T /S ACCEPTABLE TO RE —LINE OR IF
REPLACEMENT WILL BE REQUIRED. CONTACT
ENG/NEER/NGPERM/TS@EDMONDSWA.GOV TO SCHEDULE INSPECTION.
SEWER LA 7ERAL FROM FROM THE MAIN TO THE PROPERTY LINE
SHALL BE 6". ONCE ON PRIVATE PROPERTY 7HE SIDE SEWER MY
BE REDUCED TO 4"
PATCHING/OVERLAY NOTE
U 77LI TY PATCHES SHALL BE COMBINED AND FULL W/D 7H OR HALF
MD77-1 OVERLAY WILL BE REQUIRED DEPENDING ON 77-IE EX7ENT OF
DISTURBANCE. WHERE U77LI TY PATCHES FALL ENTIRELY W/7H/N ONE
TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE CEN7ERL/NE
OF ROAD WA Y. WHERE U 77LI TY PA TCHES EX7END IN TO BO TV IRA VEL
LANES, 7HEN A FULL WD TH 0VERLA Y /S REQUIRED.
I
I,... ,.....�. �..... �i� : :.:...,... F:::..
ELEVA 77ON A:
69.69
ELEVA 77ON B.
70.90
ELEVA 77ON C.
72. 39
ELEVA 77ON D:
69. 63
TOTAL:
= 282.61
AVERAGE ORIGINAL GRADE (AOG,)
= 70.65
MAIN SUB —FLOOR
= 74.00
ROOF AT RIDGE
= 94.22
ALLOWABLE BUILDING HEIGHT
= 95.65
(70.65 + 25 FT)
PROJECT CLASSIFICATION
PROJECT CLASSIFICATION: CATEGORY 1
EDMONDS WATERSHED BASIN: SHELLABARGER CREEK
FLOW CONTROL STANDARD: EXEMPT, LESS THAN 10,000 SF
STORMWATER BMPS• DETENT70N PIPE
POST CONSTRUCT70N SOIL AMENDMENT (T5.13)
STORMWATER CONTROL SUMMARY
PROJECT SI TE CA 7EGORY CA 7EGORY 1
DISCHARGE LOCATION: CITY MS4 IN 4TH AVE S
TYPE OF AREA
SQ. FT.
STORMWA7ER FACILITY
LA WN & LANDSCAPE
4,294 SF
SOIL AMENDMENTS T5.13
ROOFS
3,304 SF
STORMW47ER BMP DE7ENT/ON PIPE
HARD SURFACES
570 SF
STORMW47ER BMP DETENTION PIPE
SITE SLOPES
LOT SLOPE. 4.59
MAX DRI VEWA Y SL OPE: 10. 89
ASPHALT RESTORATION NOTE
ASPHALT RESTORA 77ON LIMITS SHALL BE
DETERMINED BY CITY ENGINEERING INSPECTOR.
SOILS NOTE
ALL DISTURBED SOILS WILL BE COMPOST AMENDED
PER CITY OF EDMONDS STD DETAIL S0-642.
(SEE DETAIL, SHEET TP-01).
WALK T ST
N CE
AR Sr
eSPR
y ER EN DR
Qy PINE ST
a e
BELLA COOLA RD h
ST
Q 220 WSW
— m
_ 2241 N S S
I UGET
SOUND
3 228 T S
�u
e
S DEER D
2 N T SW
WACHUSETT RD
34 ST SW
VICINITY MAP
NOT TO SCALE
PROJECT TEAM
OWNER/APPLICANT
JA Y AND MERRI FUL TON
8630 1127H LANE NE
KIRKLAND, WA 98033
SURVEYOR
ENCOMPASS ENGINEERING & SURVEYING
165 NE JUNIPER ST, SUITE 201
ISSAQUAH, WA 98027
(425) 392-0250
CONTACT- DAVID MATTHEWS, PLS
CIVIL ENGINEER
RAM ENGINEERING, INC.
19109 36TH AVE W, SUITE 100
LYNNWOOD, WA 98036
(425) 678-6960
CONTACT- ROB L. LONG, PE
ROBL @RAMENGINEER/NGINC. COM
LEGAL DESCRIPTION
LOT 11, BLOCK 1, CITY PARK ADDITION TO EDMONDS, ACCORDING TO THE PLAT
THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 10, RECORDS OF SNOHOMISH
COUNTY, WASHINGTON;
SITUATE /N THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
BASIS OF BEARING
N8849'44"W BETWEEN FOUND MONUMENTS ON PINE STREET AT THE
INTERSECTIONS OF 3RD AVENUE S & 5TH AVENUE S
VERTICAL DA TUM/BENCHMARK
RAM
ENGINEERING, INC.
Civil Engineering / Land Planning
19109 36TH AVE W, SUITE 100
LYNNWOOD, WA 98036
PHONE: (425) 678-6960
WWW.RAMENGINEERINGINC.COM
NA VD 88
SET MAG NAIL /N N'LY EDGE OF ASPHALT
ROAD (ERBEN DRIVE) SEE MAP FOR LOCATION.
ELEVATION=71.49 FEET, ESTABLISHED BY WSRN
GPS NETWORK OBSERVA77ON
HORIZONTAL DATUM
NAD 83(2011) WASHINGTON NORTH ZONE L
4 N
SITE DA TA Q
SITE ADDRESS. • 654 4TH AVE S, EDMONDS, WA 98020
TAX PARCEL: 00409600101100
TOTAL SITE AREA: 8,168 SF (0.19 AC) Q N
EXIS77NG ZONING: RS-6 O
AGENCIES/UTILITIES m
O
JURISDICTION CITY OF EDMONDS
WATER D1S7R/CT 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 ZIPL Y
ELECTRICAL SNOHOMISH COUNTY PUD NO. 1
GAS PSE
GARBAGE SOUND DISPOSAL
SHEET INDEX
SITE DEVELOPMENT PLANS
1 SP-01 SITE DEVELOPMENT PLAN
2 GN-01 GENERAL NOTES & LEGEND
3 TP-01 DEMOLITION, CLEARING, L.
GRADING & TESC PLAN oQ� of As LO
4 DT-01 GENERAL DETAILS
5 DT-02 GENERAL DETAILS d
6 DT-03 STORM DRAINAGE DETAILS 8 T
TREE RETENTION PLAN 70NAL �
1 TR-01 TREE RETENTION PLAN
TRAFFIC CONTROL PLAN I ENGINEER:
1 TC-01
Know what's below.
CBII before you dig.
TRAFFIC CONTROL PLAN
BLD2023-1219
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
BY
CITY ENGINEERING DIVISION
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ROB L. LONG, PE
DRAWN BY.•
BRIAN CLARK
ISSUE DATE: SCALE:
911 J123 AS NOTED
JOB N0:
23-005
SHEET.•
SP-0 1
SHT I OF 6