Improvement Plan.pdfNORTH
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APPROVED FOR CONSTRUCTION
Dabs:
NOTE
A TRAFFIC CONTROL PLAN MUST BE SUBMITTED AND APPROVED PRIOR
TO PRE -CONSTRUCTION MEETING.
CONSTRUCTION SEQUENCE NOTES
1. CALL THE ENGINEERING INSPECTION LINE AT (425) 771-0220 EXT. 1326
TO SCHEDULE A PRECONSTRUCTION MEETING.
2. FOR ANY INSPECTIONS CALL INSPECTION LINE 24 HOURS IN ADVANCE.
3. INSTALL STORM DRAIN INLET PROTECTION ON EXISTING CAT, BASINS.
PER CITY STANDARD E 1.3
4. MOVE GARAGE TO NEW LOCATION.
5. CLEAR AND ROUGH GRADE SITE.
5. MAINTAIN DUST CONTROL BY PERIODIC SWEEPING OF 227 PLACE SW.
5. CONSTRUCT STORM DRAINAGE STRUCTURES AND PIPE WHERE SHOWN.
6. INSTALL POWER, TELEPHONE, CABLE TELEVISION AND GAS LINES.
7. INSTALL SANITARY SEWER AND WATER SYSTEMS.
8. PAVE AND INSTALL SIDEWALK.
9. FLUSH AND CLEAN DRAINAGE SYSTEM OF SILT AND DEBRIS.
10. REMOVE EROSION CONTROL MEASURES ONLY AFTER PERMANENT GROUND COVER
IS ESTABLISHED.
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VICINITY MAP
SCALE: 1" = 2000'
SITE, DEVELOPMENT DATA
ENGIKEER/SURVEYOR
DAVID EVANS do ASSOCIATES. INC.
1620 W. MARINE VIEW DR. SUITE 200
EVERETT, WA 98201
CONTACT: MARK FLURY, P.E.
PHONE: 425-259-4099
OWNER/APPLICANT
ELIZABETH A. STEWART
10924 MUKILTEO SPEEDWAY, SUITE S-280
MUKILTEO, WA 98275
EXISTING ZONING
RS-8
SITE AREA
18,124 SF OR 0.416 AC.
PROPOSED UNITS
2 LOTS, 9062 SF AVERAGE (GROSS), 8528 SF (NET)
PROPOSED USE
SINGLE FAMILY RESIDENCES
SITE ADDRESS
9715 227th PL SW
EDMONDS, WA 98026
TAX PARCEL NO'S.: 00450701000005,
00450700900001 AND 00450700900006
BASIS OF BEARINGS
PLAT OF BROOKMERE WEST
VER ACAL DA1-UM NAVQ 88
BENC!-IMARK: SNOHOMISH COUNTY SURVEY CONTROL POINT #22,
BEIN(: A 2" BRASS DISK IN CASE LOCATED AT THE SOUTHEAST CORNER
OF TAE OF THE CEMETERY PROPERTY, CENTERLINE OF 100TH AVENUE W.
ELEVATION = 312.10 FEET
SER OCES
WATER:
OLYMPIC VIEW WATER AND SEWER DISTRICT
SANITARY SEWER:
OLYMPIC VIEW WATER AND SEWER DISTRICT
PUBL C SCHOOLS:
EDMONDS SCHOOL DISTRICT NO. 15
FIRE OROTECTION:
FIRE DISTRICT NO. 1
POLICE PROTECTION:
CITY OF EDMONDS
ELECTRICITY:
SNOHOMISH COUNTY P.U.D.
TELEIHONE:
VERIZON
NATURAL GAS:
PUGET SOUND ENERGY
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REVISIONS: APPD.
CONSTRUCTION NOTES
O1 INSTALL STANDARD DRIVEWAY ENTRANCE, PER CITY STANDARD E 2.26.
O2 INSTALL CONCRETE SIDEWALK, PER CITY STANDARD E 2.13.
O3 INSTALL 85LF OF 6 INCH SIDE SEWER AT 2% OR GREATER
FER OLYMPIC VIEW WATER AND SEWER DISTRICT STANDARDS. ;
® RISTALL MAILBOX ADJACENT TO EXISTING MAILBOX p DATE: MAY 3, 2006
PER CITY STANDARD E 8.5.
s DEISIGN:
O5 INSTALL SEWER CLEANOUT ON EXISTING LINE PER OLYMPIC DRAWN:
V'EW WATER AND SEWER DISTRICT STANDARDS.
O6INSALL WATER METER PER OLYMPIC VIEW WATER $ CHECKED:
T
AND SEWER DISTRICT STANDARDS. % REVISION
INSTALL 4 INCH STORZ ADAPTER TO MAIN PORT. n NUMBER:
® CONTRACTOR TO VERIFY EXISTING THRUST BLOCK LOCATION AND SCALE: 1 ~=20'
FROTECT PROPOSED STORM DRAIN LINE.
O9 �AWCUT AND REPAIR ASPHALT AS NECESSARY FOR STORM DRAIN o
INSTALLATION, PER CITY STANDARD E 2.3. PROJECT NUMBER:
10 CONTRACTOR TO VERIFY LOCATION OF EXISTING WATER AND SEWER OEVTO1100110
PND MAINTAIN 10' HORIZONTAL CLEARNACE BETWEEN UTILITIES. c
11 CEMOLISH EXISTING GARAGE. SEPERATE PERMIT REQUIRED. g DRAIYING FILE`
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