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PORTION Oar SW 1/4, NE 1/4 TWP. 23 N_, RGE. 5 E., W.M.
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EX. 5' BOARD FENCE X
X
VEHICULAR ACCESS TO ADJACENT
PROPERTY OWNERS SHALL BE MAINTAINED
AT ALL TIMES. ANY DISTURBED ASPHALT
OR GRAVEL IN THE EXIS77NG DRIVEWAYS
SHALL BE REPLACED IN KIND.
X X _ X EX. GA TE
1-8"x11-1 4' BEND MJxFL
22+25.00, 5.00 RT
FOR ALL 8" PVC C-900
FORCE MAIN (TYP)
19+00 20+00 21 +00 22+00 23+00
RIM 400.64
12" PVC 1E 390.07
(TOP OF SYSTEM)
8" 1E 391.010
CONTRACTOR TO VERIFY EXACT
LOCATION AND DEPTH OF
EXIS77NG DRY U77LITIES 0.5'
MIN. CLEARANCE IS REQUIRED.
SCALE: 1" = 40'
0 20 40 80
•3�17
ALL PROPOSED SANITARY SEWER
MANHOLES SHALL BE 48 "0 UNLESS
07HIERWISE INDICATED.
............................
LCCA77O ON OF EXIS77NG U77LI77ES SHOWN IS
APPROXIMATE AND MAY NOT BE
ACCURATE OR ALL INCLUSIVE IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD
VERIFY LOCA 77ON OF U77LI TIES PRIOR TO
PROCEEDING W1774 C0NS7RUC77ON. YOU
MUST CALL 1-800-424-5555 NOT LESS
THAN 2 FULL BUSINESS DAYS BEFORE
BEGINNING EXCA VA 7ION WHERE ANY
UNDERGROUND U77LI TIES MAY BE LOCA TED.
FAILURE TO DO SO COULD MEAN BEARING
SUBSTAN77AL REPAIR COST
AS -CONSTRUCTED PLANS
(SEE SHEET 1 FOR STATEMENT)
Checked for Compliance to City Standards
®2007 TRIAD ASSOCIATES
TRLAD
ASSOCIATES
12112 115th Ave. NE
Kirkland, WA 98034-6923
425.821.8448
425.821.3481 fax
800.488.0756 toll free
www.triadassoc.com
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MICHAEL L. MATHESON, PE
PROJECT MANAGER
NICK A. 19NGER, PLS
PROJECT SURVEYOR
MICHAEL A. MOODY, PE
PROJECT ENGINEER
.EFFREY L. COX, ASLA
PROJECT LANDSCAPE ARCHITECT
FIRST SUBMITTAL DATE: 7119106
SCALE: HORIZ.: 1 "=40' W.:NIA
STAMP NOT VALID
UNLESS SIGNED AND DATED
JOB NO. 0 3 — 18 5
SHEET NO. 33 OF 36
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