HomeMy WebLinkAboutR-383602ZTA'13 t 9 rC_1 3 U BY: W
NOT TO SCALE
treestrees
PORTION OF= SE 7/4,
�..
8" MIN. THICKNESS OF
2"-4" QUARRY SPALLS
1" MINUS WASHED ROCK O]
6" PERF. PIPE I1]
E3W 1/4,
":1 BATTER
M AX.
FILTER FABRIC------/ ' PAY LIMITS '
EXCAVATION ONLY
NOTE:
7. PERF. PIPE WITH WASHED ROCK
AS NEEDED FOR SUBSURFACE WATER.
ROCK FACING, CUT SECTION
NTS
SEC. 28, T -23N, R -5E, W.M.
BUILDING SLAB ELEVATION NOTE:
STEP FOUNDATION AS NEEDED FOR GRADE.
TOP OF SLAB AT EACH GARAGE SHALL FLUSH
W/ PAVEMENT AND SLOPE UP INTO GARAGE 2".
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Common Name Scientific
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Mme Spacing (on center)
Western 'S
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Y . `mot • =�I OI .�.� ���I `�01 `�s'+.' �Or -`'ter 4 r
Spike• • r •inches
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es, or
4Sawbeaksedge
inches i
► iL"," 1,:�,397-8
Carex spp.UNIT 2B/
6 inches
io
UNIT 2E
Water parsley Oenanthe
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Watercress
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12 inches
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6 II3i A:397.
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UNIT 1B
UNIT 1C
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394.
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w_,.. =
1 $
CHECKED FOR COMPLIANCE TO CITY STANDARDS
REVISIONSA
N0. 1 DATE
7SA S9. -77T
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NOTE: CALL 1-800—
FLOW CONTROL MH KIM=,Svu.1ti
RIM=390.72 IE(SW)=384.61
IE(W)=381.27 36" IE(N,SE)=385.17
IE(NE)=384.47
OVERFLOW=386.38 18"
424-5555 BEFORE YOU DIG
SHEET JFI TLE
8627 NE I 80th sc. SUNRIDGE TutWdelB�0N1�S
ae A N S T E Y PHONE:B(206) 930317639 OAD & GRADING
CLIENT:
V Y PROPERTIES L L C
ENGINEERING Fax: (425) 486-0267 "L'°"`4IR°"°FL""PLAN
15012 SE 253RD PLACE
EMAIL: benanstey@j*uno.com COVINGTON, wa 98042
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