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MT. LAKE TERRACE PAGE
WASHINGTON 98043
��✓ FAX: 425 776 1917
Const�oction LICENSE/ WESCOCDO77CZ
1 I
1 I SCALE. DRAWN BY.• I
1 J =l'I POOL SITE PLAN TARAVAN MONH
DATE: APPROVED BY.•
( I X SSCO
( I DWG. 8545 TALBOT RD REVISED:
! J = 0.41
q_� EDMONDS, WA. 98026 os-13-18-00
IE=48.01' (8" PVC)
I II I l 11�I
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I / II II
EXISTING
16" CONC WALL
II ! 1 ON LOT 22
� j 11(JI EX SSCO
/ J J I RE=46.30'
IE=43.45' (8" PVC)
SITE DRAINAGE TEE I I i � / / J I� I
INSTALL PER BNSF
SPECIFICATION I I I / / I I I 4" DRAIN
LICENSE # 15-51741 I1 / / / / 1I I I PIPE TO EXISTING CONC.
RAIL ROAD BLOCK WALL i SELF CLOSING
ON LOT 22 LOCKED SERVICE GATE
TOP OF / SEWER PER ISPSC 2015 305.3.1
STEEP SLOPE / CLEAN OUT MAY SWING IN IF KED TYPE I
I / / / I CATCH BASIN
EXISTING 4' W/FLOATABLE MATERIAL
CHAIN LINK RETAINING WALL RIM ® 47.00
MAX MESH 0 E I /
ING » REMOVED FROM /
THE PROJECT /
FENCE TO REMAIN
clz
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I TCD REM I 1I / / I so�ID LID I I ✓. q d _,.^ ?59 ! # NOTE: I �/
NOT 0 N (� I / ' - DIM _-AQNS TO BE CONFIRMED
I I � II I I J I I I I I / ' 1 — _ '.' _ / — — — _ _ AFTER VAULT—IS`SET IN PLACE I \
^-0'.'.'.'r t4 _ �" T / — / / FOR IPUD E X5 AIDbE DUG — J
I I f E -/ 'CO WITHIN 2,. + _� _ s wE�.
1 I I V^ / / , i TO SET VAULT1Td
Aft l i`11�j�_ / :f. .. OF EASEMENT .: W
SEA-l'/`��--/-` /..- :.. : y'° E}3: �I SLOP DOWN �'-:: �`
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I I I I I I � l l / �'�' / - i' - `7``'- `�•`�`� L �� /-•--` a e� ryl � � .: � _ - .' - - � r
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URE WHEN SET'� 2'- `
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POOL DRAIN
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'WATE
R6„ SDR-35 PIPE IN EAS MENT, HOSE BIBS CONNECTION OF HOUSE 1� SCHEDULE 40 BL
WITH 4" PAST CO. C.O. ®EDGE IE 45.25 : . WITH VACUUM BREAKER PIPE GAS LINE INSTALL ...: TER/1, MIN. SEPARATOF EASEMENT. WITH 112,Cl I0�v"
--
TO FILL POOL
�ZLAMPHOLE COVER UITH SUPPORT PER SECTION 407 I GC A : VERTICALLY
I AS VALVE..
GARDEN BL WALL HEX (BOLTS. 15, ST EP E
BUFF SETBAO. I K OI _ I ER-q! !
IPER
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I SL PE TO f lw� �Id' Q I / zox r`,,'� 25 , Z
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I I IIII I / i I III ► 1 rt I ocK �IJ A �; i ►_ ► HOUSE FOOTPRINT Po /� 'a:. SETgq
GRAVEL WAS ADDED I I II"' ➢ W !� I ;FRONT `° +REMOVE EXISTING �K
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I I I I I I I I I I I I I I I FOR
II I I III i II► I III IIII IIIi 1I I 1 ��I, II /I/,I /I/I/ /II/i /II / I /I ,/II / /iI I / /II f I/ II iJ I ;I =: :,: =-a i:�: : DRA-LNING-DRIVEWAY.
A
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58.88 11 -- �T
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i :: :....:::: �: -1 EXISTING'\ S
I I I I I 1 1 1 1 1 1 1 a !` ~' ^ I Q ! ELEVATION
a... I„ SLOPE TO� 9 ---------- _
I ... • . P _ _ ASPHALT I
I i►il I I I PROPOSED POOL
a Co. I 4 7.2 5 _---_ DRIVEWAY
, DRIVEWAY
LOCATION 60 _ I
:I. :-1 12"x12" o ,' I 3,274 SQ FT
..........
II II I III I II II I I lII 1 Ii !1 I I ► I
62
YARD DRAIN»4 IGHT LINEI --;I _L I I I I i I_1 %.
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I 141 CHAIN I KFE CEII 9 9
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INCEPTOR DRAIN o °►�,,° -- — 6 2.6 2— _ 4 I —I
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I I I i l l 1 l► I I I I I j l I N 19 02605 "W 252. 42 '
i I I I I I I I I I► I I I I I I 7_0 \ �
I I ATOP OF STEEP SLOP
I i i I I
3„ CO 2 13)$2-9 84' SELF CLOSING EXISTING 8 5UTILITY
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I J I J CHAIN LINK GATE
I II 1I ( rJ I lI lI I lI lI I lI lI I JI I JI I JI lI JJ I JI I JJ I lI lI I II II CONC WALL
THIS
7
PER - ESMT
169-7
EX SMH PER ISPSC 8
THRU 305.3.3 RE=58.22j z I I
m I
I J I J I I I CHANNEL=51.29' 4 CHAIN LINK FENCE TOP OF EXISTING RETAINING WALL 5' CHAIN LINK o /
l I l l 1 1 I I I I f l
(8- E,W) PER 305.3.3 DOES NOT EXCEED 36"ABOVE ADJACENT GRADE FENCE Lo w
N LL cn
I
11 I I I I I EXISTING I LINK EX SS STUB 4'-8' RETAINING WALL MUST MEET SITE TB M
I%
I 1 IE=55.43' (4" CAPPED CONC) ISPSC 305.2.1 THRU 305.3.3 EL= 64.81 FND SPIKE W/WASHER
( BARRIER HEIGHT & CLEARANCES
ABANDON, CUT &CAP AT MAN) LS#4661 I e.
& CLEAR ZONE (12/13)
PER 16.20.040 (C.) PORCHES STEPS PATIOS &DECK
I {%
CAN PROJECT NOT MORE THAN 1/3 OR 4' WHICHEVER SITE BENCHMARK
IS LESS INTO REQUIRED SETBACK SCRIBED AND PAINTED SQUARE ATOP 8" CONCRETE WALL ALONG THE
�� » WESTERLY PROPERTY LINE, f1.8' NORTH OF THE SOUTH END.
SCALE 3 3 2 — 1 ® 0 EL=64.81' I
,r.