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BLDG.# 201
2 STORY CONIC, BLOCK
FIN FLOOR=40.9
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` NO BASEMENT
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2666.42'
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2 STORY HSE.
# 101/103
SSMH RI,M=39.90 FIN FLOOR-42.7
IE CIF 8'� CHAN N/S 35.20 i W/ PARTIAL BASEMEN'.
CONC. BLDG I
I # � BRICK BLDG
109/111
5/107
FIN FLOOR=40.0 # 10 FIN FLOORENT
LOOK
NO BASEMENT
� NO BASEMENT
-- UGP/T/TV
- ---- --.--- CON- WALK
--OUG-OCO
GP/T T/ /\
C-- - ---- --
- -_
..
2„ DEC
- --- -
1z" srw HP BLocK + o II I - - - N01 29 20 E - - - - - - - s - - - - - I - - - - - -- - - - - - ,17
- - _ - -
- - - _
6"TAP G - - - - -- I - - -- - J - SS - --- SS - SS
11.75' _ - -- - ss
12" DI ro - - _--- - -- - - - - - - -- -_ - -
- - _ _ I SS - - 8„
TO EX SD � � -� - � I - - - - - - 9 0 - - - I - - -
CB-11 - I CB 20 NEW 12 WM LIVE, BY OTHERS* 2 -- - --- - - ---------- o - - C 10 i sD I s ��T-�-GG
W - - --�- - 1`' -- ---- - - - [ - --w-EX-e-wM TO _BE ABANDONED �21 - NEW 12WM B777
* - c'2' snr - - - - - ===L CB 22 -
- - -- PLUGS - - - - - --- - -- --
_- -_
12"DEC 1, ,.• cn `_ - _ = _ - - - - - - - - - - "Tti-- - - -W ---- - SD SD SD ❑ - SID
- X CB-20A -- - - - = -_ -_ - -- - [-----------W ---- - SID Sp
- - ----- --_ - - _ - EX BE ABANDONED --I- SD
-_ CATHODIC - - - - _ - -8 SD so ❑
--- - -- - -
PROTECTIOt1 - - - - - -- - �} CB-22A - -- -_ ---- ---- - -: _ - _ - - --- - w - - - �- SD S
-- - `
UGP T TV - - - - 1C a - _- - 14 _ n - ---1
w D,
i` - _-WIRING ,)NC. WALLA: / / --- - - - - �_ - - - - - - - --- - - - -
CB-10A I -- - _ - ... _ - uGP/T/Tv - - -- -- - - --r - _--
-
1 � I
REMOVE EX CB - -1- -- --- - UCP - - - - - - --- UGP --- - __------- - - -
AND LATERAL --
IE 4"PVC E-39.0 I L/ z' � �EX.CB - _= ASPHALT � �
Old CB M=39. I 1] �i z ASPHALT CONC-
IE 6, 7.8 I �_- CB RIM =38.92 O
_ CONIC. r IE 6" CONIC W=37.4 O
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BRICK BLDG. # 124
)US BLDG. o I �� FIN FLOOR 39.8 SDMH RIM =39.39
(SHED p ( I ° IE 8" CONIC N=35.1
NO BASEMENT
o IE 6" CONIC E=37.4
SDMH RIM=40.65z z-/ IE 6" CONC W=36.9
IE 15"W=36.5
IE 15"E=36.6
IE s° s-36.9 o *NEW 12" WM BY OTHERS
SEE W-3226 MERRILL GARDENS
1 STORY HSE. # 116
03
II FIN FLOOR=41.9
o h ? �� W/ BASEMENT
c:
- _ NOTES
SECTION LINE
1. ALL MANHOLE FRAMES AND COVERS, AND CATCHBASIN FRAMES - - - - -
�AND GRATES SHALL BE LOCKING.
I
2. CB LOCATIONS MAY BE ADJUSTED TO AVOID CONFLICTS.
CURB CB'S MAY BE REVISED TO OPEN CURB FACE INLETS
OR VERTICAL CURB INLETS.
ALL ADJUSTMENTS REQUIRE CITY APPROVAL.
i
_ 3. WELLS AVE S, WILLIAMS AVE S, S 2ND ST.
MAY HAVE 6 TO 13 INCH THICK CONIC. PAVEMENT AND / OR
6 TO 9 INCHES BRICK UNDER THE ASPHALT.
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4. CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITIES WHEN WORKING
I NEAR SEATTLE WATER MAIN IN S 2ND STREET. CONTACT SPU 48 HOURS BEFORE
\ 17,1
BEGINNING CONSTRUCTION WITHIN 20 FEET OF SEATTLE WATER MAIN FOR SPU
SSMH RIM 40.85 PROVIDED INSPECTION. CONTACT LAKE YOUNGS OFFICE AT 425 255-2242.
\ O I CL CHAN----.7 SPU SHALL BE GIVEN ADVANCE WARNING PRIOR TO THE CONTRACTOR EXPOSING SPU
I
E 8„ N- W I Ll 1AMS AVE* S.WATER PIPE TO ALLOW SPU THE OPPORTUNITY TO INSPECT THE PIPES CONDITION. -ENDONS
E s" 5-
HARDWARE STORE
FIN FLOOR 4
CB RIM=40.83 POTHOLE
IE 3"PVC E/S=40.0 UGFO AT MCLENDONS
HARDWARE STOP
V` CB-20B FIN FLOOR=K 0 L CB RIM=39.26
o 15' RET. WALL �IE 6" CONC. E=36.8
10"DEC.
/dsr� CONC
I� - don,
---
G GP - ti / -' _ ---- T-- - - \
- / - I CB-20B UGP/ ---uGP/,/Tv - -- - - -01 IWAL
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uGEo - - CB-10B --�j-� - -- ---�- - -_--� - - - - - - - -- - a" DEC 10" DEC uc -fi - - - - - - - -- - - __--- ---- - -REMOVE EX CB GFo -. - ---5 - S- - - - - uF -- - o" DEcUGP----- oGIO - -- - -C2' DEC -- -
-_ - _ _'_ -
AND LATERAL - cfi - - - - - --_ - - - - --
-' 6' DEAc - -- - - - - - c B-22B - -_ - - - --
G ii - - G - - t- - - GI 6' DEACTIVE - - - - - - - - - - - C -- - - - - - °- - ---- -- C�
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T DEADMAN - - - --SS- - -
I� - -- -- -
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• 12 DEC - - - _ _ - _ _ -
I C" DE^ 10" DE - - _ - --
--- -- -
---
---- UGP/T/jV--_-_�_
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GRASS IF CL C- S /W -36.2-'
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SDMH RIM=39.23 /
IE CL CHAN 8" N/S=35.0
1 STORY HSE. # 110 BM 666-E
FIN FLOOR=42.2 SET CHSLD SO
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