HomeMy WebLinkAboutSWP2702988.3MCLENDONS
HARDWARE STORE
1 FIN FLo0R=40.4
____---- WALL
-�-
1 UGP/T/TV CONC. WALK
CB-20B UGP/T/TV
NOTES
1. ALL MANHOLE FRAMES AND COVERS. AND CATCHBASIN FRAMES
AND GRATES SHALL BE LOCKING. j
2. CB LOCATIONS MAY BE ADJUSTED TO AVOID CONFLICTS. I
CURB CB'S MAY BE REVISED TO OPEN CURB FACE INLETS
OR VERTICAL CURB INLETS.
ALL ADJUSTMENTS REQUIRE CITY APPROVAL j
3. WELLS AVE S, WILLIAMS AVE S. S 2ND ST. j
MAY HAVE 6 TO 13 INCH THICK CONIC. PAVEMENT AND / OR j
6 TO 9 INCHES BRICK UNDER THE ASPHALT. j
4. CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTIUTIE�I WHEN WORKING
NEAR SEATTLE WATER MAIN IN S 2ND STREET. CONTACT SPU 48 HOURS BEFORE
BEGINNING CONSTRUCTION WITHIN 20 FEET OF SEATTLE WATER MAIN FOR SPU
PROVIDED INSPECTION. CONTACT LAKE YOUNGS OFFICE AT (420) 255-2242.
00 N01'07"51-E
00 00 SID 2666.42' SECTION LINE -- -- -- ---
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BLDG.# 201 c 9-
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2 STORY CONC, BLOCK 0 0
FIN FLOOR=40.9
NO BASEMENT x
WILLIAMS AVE`
CB RIM=40.06 o SSMH RIM=40.85 S.
c i CL CHAN=33.7
_ IE 6"GONG E=38.4 �
I c II IE 8" N=34.1 �\
O �\ D IE 8" S=34.0
CB RIM=40.83
IE 3"PVC E/S=40.0 i
o I �
10"DEC.
,
I j
-- -- ----- j---
2 STORY HSE.
# 101/103
SPU SHALL BE GIVEN ADVANCE WARNING PRIOR TO THE CON1R I CTOR EXPOSING SPU MCLENDONS SSMH RIIM-39.90 ! FIN FLOOR=42.7
WATER PIPE TO ALLOW SPU THE OPPORTUNITY TO INSPECT THE! PIPES CONDITION. HARDWARE STORE IF CL 8" CHAN N/S=35.20 W/ PARTIAL BASEMENT
FIN FLOOR -40.4
I CONC. 09/B BLDG I BRICK BLDG
#1
j # 105/107
CB RIM=39.26 ! FIN FLOOR=40.0 FIN FLOOR=39.75
IE 6" CONC. E=36.8 NO BASEMENT NO BASEMENT
j 6"CONC W IE=37.13 \
-UGP T TV 0
/ / UGP T/TV CONC. WALK -------- -------- _--_
_ v POTHaE U�0 14"DEC. 8' DEC
\ UGFO� CB-1 OB CI I CB-22B 10" DEC UGP/T/TV --
_ O
10" DEC 2" DEC 10" DEC UG UGP/T/TV P CONC. WALK
REMOVE EX CB GFO UGFO CUR &GUT I OC.O. 2' DEC C 00 UGP O C.O. O O UGP/T/TV
AND LATERAL
-- O G 6" DEACTIVE c 00 G 2" c c I �UGFO ? C.O. ® C.O.
G G 6" DEACTIVE o o G 0 12" DEC
SS V� "I G 1
C7N S SS w Q c° cn lm cnl U) G G G
-------CIF--- W SS SS �,n SS SS o� c G G
-----
- ---- - c r " S S G
-- G 12" STW HP BLOCK
+ oo----+--------_-_--__ N01'29 20 E x SSA SS SS SS SS n G °
-- --F-- ---I---------a+ --- Ss
?.�)'JJAY G -' Q -�-----------
a TO EX G G Z" HP 8 � � 1 911.75' Oa I- - -----1�---- � SS SS SS
�+-- G - --- ----- SS
-�-I 12" DI TO EX SD n� y o " G v, c '� $ -E---- --3K-- ------- a SS SS
8
CB-111_9 10 CB-20 LIVE BY OTHERS* �I nl W o �N n G o - --- )i(--------
--------
G - o I------------ ---
- o „ Z c O 12" STW HP G o
-- w - - W _ W ❑ W sDTD Ex e'wM 7o BE Aa ¢ I CB-21 I CB-22 I W 12" WM BY OTHERS* G G G 12" STW HP
- P G W w SD o ;Do- c
8"DEC- 12"DEC. U°i CURB & GUTTER W W W SD -SD------ ❑ S a
-UGT �T GP/T CB-20A p® 18"DEC. -- - -_- W W W EX 8'WM -TO BE ABANDONED W SD SD
SD SD SD SD ❑ SD SD
CATHODIC UGP/T I U /T/TV I glB_22A 1 ' DEC 14 W
° PROTECTION CONC. Wf LK UGP/T/T 18" DEC W W
UGP T 8" DEC 10" DEC
• 12 DEC W -
_ P I / /TV 12" DEC
CB-1 OA \ WIRING - D UGP _____ oNC. WALK UGP/T/Tv
REMOVE EX CB \\ xx _ ^�__ -cr-
r ucP
/ o W NC. WALK GP/T/TV
onc. AND LATERAL \\� j z lu, - _ UGP 8" DEC
AIN LIVE �1 0 0 i ASPHALT / I� �U U) �y GRASS O C.O. C�
d _u I EX.CB / / ASPHALT z IL 11 j CONC. o
kTER MAIN CB RIM=39.98 1
o SSMH RIM=39.74 GF
IE 6"N=37.8 '� > CB RIM =38.92 n n
N STORM LINE CONIC. ci 0 I K SS BRICK BLDG. 124 IE 6" CONIC W=37.4 z SDMH RIM =39.39
# I CRASS IE CL CHAN. S/W=36.2
IE 6 W=37.8 o cC) '3 C� D
)US BLDG. IE 4"PVC E=39.0 1 o m rn , c i »
FIN FLOOR=39.8 IE 8" CONIC N=35.1 r j
1 N c o m INSTALL NEW 12 SD AFTER CAUTION - 12" WATER MAIN LIVE No BASEMENT I r (SHED 9 0 m I n le / " D IE 6" CONC E=37.4 SDMH RIM=39.23
EX 8 WM IS ABANDONED. AVOID DISTURBING WATER MAI ! IE 8" CONC. S=35.2 IE CL CHAN 8" N/S=35.0
WHILE INSTALLING NE� STORM LINE �� ! IE 6" CONIC W=36.9 GRA
SDMH RIM=40.65 = z c ,
�' z " � REMOVE EX SD FROM CB-20 TO CB-22 IE ,5"w=3s.s �' A m I SEE DESIGN NOTE
IE 15"E=36.6 D i A REMOVE EX 8"WM AS NEEDED, PLUG PIPE ENDS ! I
IE 8" 5=36.9 Np z I \
0 0
m ® SIDESEWER LOCATIONS TO STA 18+00 SHOWN I 1 STORY HSE. # 116 I I
' N RECONNECT ALL SS OR VERIFY THEY ARE ABANDONED I FIN FLooR41.9 j I
o P oo z I > � I SEE S-2110 WILLIAMS AVE SOUTH j I W/ BASEMENT ! 1 STORY HSE. # 110 I BM 666-E
FIN FLOOR=42.2 j
In
SET CHSLD SQ
j D I Ln o I Q I I W/ BASEMENT
1 m I i m ( *NEW 12" WM BY OTHERS ! I BACK OF WALL
� DESIGN NOTE' - 8 SD FROM EX CB TO S I N. OF N. EDGE DRIVEII
1 I 1 IN POOR COD (TOWARD CB-20) j HSE. #
3 I i SEE W-3226 MERRILL GARDENS j ! ONLY ABLE 0 TV 195' S FROM EX CB.
1 j ! CLAY PIPE, AGS, CRACKS, OFFSET JOINT AT 195.
1
32 LF 8" DI 0 1.40% 3 LF 8" DI 0 3.0% 33 LF 8" DI 0 1.20% 3 LF 8" DI ® 3.0%
CB-208 CB-20A CB-22B CB-22A
STA.16+16.7, 19.0'LT STA.17+91, 19.1'LT
CB-20 STA.16+17.5 19.1'RT CB-22 STA.17+81 19.0'RT
INSTALL CONC INLETINSTALL CONC INLET INSTALL CONC INLET INSTALL CONC INLET
RIM EL=40.2f RIM EL=40.0±
RIM EL=40.2t RIM EL=40.0f
8"E IE=38.05 CB-21 8"E IE=38.00 "
_ 8"W IE=37.7 EX _ E IE=36.2 EST
40. -- -:: 40... ...........40 :---..::-:.. aAw.IE= s.DS.-----------------•---........------............. ........---- . .......
REMOVE
ABANDONED 8"W
SEX PIPE FROM:
°o PARKING LOT as
oa EL UNK ic__ �o __� EX SD
2"G 0 2"G EL APPX
35 E� 0NK REMOVE - 35....... . ./----------35•--ELUNK --•0.---
UGFO ABANDONED 8"W EX 6"SD UGFO
LOG, EL 8"S -5_ EL APPX LOC, EL _8"S -5'
UNK DWN NEW 12" WM : UNK �5
D WN
-NEW 12" WM
-- -----................................. :. :. :. a ,: :......................................................................................................_... ..
CB-11 CB-10 DC- SDMH RIM=40.65 CB-20' ADJUST CB-21: LOCATION CB--M CB-22 EX- SDMH EX SDMH
EX-15"W IE=36.5 - +1 14. 'R - FOR EX 60SD. STA. 17+44 14.5'RT STA. 17+81 14.4RT RIM EL=39.39 RIM EL=39.23
EX-15"E IE=36.6 INSTALL TYPE 2, 48" IF 6"SD IS NOT LIVE INSTALL TYPE 2, 48" INSTALL TYPE 2, 48" 8" - S IE=35.2 8"N,S CL CHAN IE=35.0
EX. 8"S IE=36.9 - RIM EL 40.3f DELETE CB-21. RIM:EL=40.2t RIM EL=40.1t : : : : 8":N IE=35.1
NEW 12' S IE=36.9 O 120N IE=36.6 12"S IE=35.97 12"S IE=35.80 6" - E IE=37.4
: & & NEW 8' N IE=37.9 8'E IE=37.60 : : : : : 12'N IE=35.93 : EX 8"N IE=35.85 EST: : GROUND EL AT - 6":W IE=36.9 :
.......... . ............. .. 0- ---------
0,w w .. .............�.n . ... . 0 . o ... 8"W- IE=37.60 .. .. . . EX 6'W IE=36.3f EST $"E fE=36.0 . ... ... .
o �o o m 0 1 8 W . STREET 'CL (APPROX) -
�a�� o �, 0 ow - X 2 GAS EL UNK 8 W 1E=37.60
'i I Z a n a WS PWR
EL UNK
a� o� w� I �rWoO z mc¢ a a : EL UNK EL.
ui _ CATHODIC PROTECTION �
n �00 �� u a NO ``0 WIRING, EL UNK 8»N/ UNK
0 �, W W , _ - ,n - � SD LATERAL E� SS - WS - - - - - - - - - - - -
0 coF mW �w N3a a ~� GA UNK EL UNK EL UNK EL UNK SS W z W o o S? ABANDONED
ZIU----------- �� EL UNK - --- ---- --- ------------------- - - EL UNK -------------------------------
.....---- ...... ..... tt �. ... . ...... . . -- --.... ----------TT----------- ---------------------------------------------------------------------------------- 40
1._
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a E
000o Z 0 ° ° I I
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-- Z °° O 1 1 I 1
8SD o------------------ 1 1
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------ --- ---
I1 , ----= - --- -- - - ---- -- -------------------------$-Sp ------------------------- ---- I I --------------------------- ---- --1
0 Q __
--------T--r=------------------------------------- - - - ---- --
35 = �. :...... = c : - �-o .. :.. �.r. �'�. :........----....---------------------_--------- -=---------=---------=------.-----=---8HSD-rrr;------------_-__-----T-4---------3.....:... .
0 035
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Qo -a o • •oo o • - -B,.S �.�. .
_- _
N r v v> r o a a L_ J
z o¢-- z zJ a r = c� v, c)
PLUG °' Cam: C) �0 : C) z o
¢ 0 C) a c>
a �. : CONNECT NEW: CB 3O
30 TO EX- SD
------------------------------- Q-.............----...---..:A.126.LF.1-2"-CPEP-0-0.-50% ..............1 37 LF 12" CPEP 0:35%. ....................... ..........----....... . . .....-.........------------............-----------------................. ...
°°� 11+ 0 REMOVE EX 8"SD 12+00 REMOVE EX 8"SD 13+00 14+00 15+00
dw
EXISTING UTILITY LOCATIONS IN S 2ND ST FROM
�r c INSPECTORS NOTES FOR MERRIL GARDENS WATER MAIN CROSSING
CA z
RECOMMENDED FOR APPROVAL 1 ADD 12"SD FROM CB-20 TO CB-22 DC 5 20 RJS S"R"Erm` SCALE: VEffnCA�, NAvo 1M DAW
,> ADD NEW DRAWING D-3 DESKMm C ,'�=20' HORIZONTAL- NADt�'/'�1 ).�- CITY OF CENTRAL BUSINESS DISTRICT Fl� M•13/05
2 ADD UTILITES ON PROFILE NORTH OF CB-20 FR M NO -ITS FRO � RENTON UTILITY REPLACEMENT o�AwlNCNa
12" WM CONTRACTOR, LOCATIONS APPROX. DC 6 13 5 °RHWN DC
Original Plan Signed by DANIEL CAREY 6/03/05 ONE INCH DATUM
CHEX DAT FULL scALE Planning/Building/Public Works Dept. STORM SEWER REPLACEMMENT D-3
SURFACE WATER UTILITY DATE PE AW#29J. STRWCA ems::G/W/o5 C, MB � Y
N0. REVISION BY DATE APPR SH
JS WILLIAMS AVE S ( NORTH OF S 2ND)`' 5B �`12
DI-121(918181DI3.