HomeMy WebLinkAboutS-2041038.75LF !6" SS (5-r oTHtKS -see NEW MANHOLE (BY OTHERS -SEE
(_, 1*4- CAc.T W W F - 3Z - 0¢86)
VAC4wT LOT 2028 NE 7TH ST. CoNITKA.CT WWP- 32-0486) RIM 2O9.r?l
210(0 NE 7TH ST. N 8!037.3
-' c% LOGATION: CIO I..00p,T10N: 1
24' SrRA1GH7 SnoT S'9S ,r_T %lWP -6 -SET; E 9501-S
WITH CAP 4 2X4 S' F o►A W/aTEe METER` a Y .} 7' FROrt 1i11A1Eet9ETCR GwST�AfT NIWP -62 -0 88)
11' FROM HOI]:!G ° ( t - , -_ HolsSa= s s_ . s
2102 NE 7TH ST r+�° \'�s�sa
I 21O LocAT1oN \ rL°O°6ES)
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_,. SIDE SEWER I� 8" FROM NaJ �f� s (1E %n i $T' E
IN X32 5330 ' / �r�
STA 1 +27. LT. SIDE SEWER (TYP? r- // SIDE SEWER `?
SiA 2+ T
3 SIDE SEWER 64 L
' y
96 L � \ r � ,
5 '{ xv, l,'y - - l
- 21 ^SD- -� ';1 -- -I-SD-
N
PROJECT MERIDIAN IS ASSUMED
20 0 10 20 40
SCALE: 1- = 20
_
BLVD NE STA 0 +00 ABERDEEN EAVE NE
STA. 53 +00 SUNSET~
STA. 0 +00 NE 7TH ST. -
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aL I � I F I
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PAVEMENT REPAIR E 22 i SS ®i-
/G ONCRETE
DRIVEWAY TYP, 7 AT 5
5
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7
75
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7
DRj YE • - ✓ !s -'2 :i ��y Cy=
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E
{ •., -' - - -'/ SIDE SEWER CON!. 11 e:. I= _ 2 i 1.9
CONE WALK 4 1 E 3 E= ='s . 30 7 SfA 1 +96. RT. A DE SEWER WA11C' REMOVAL
8 1, \' REMOVE E7L SSMH #12-61 \ STA 2 +66 Ri. '
- IN 5 1. RESET WATER METER L c r �- <� c C � � ,
11 _._ CONCRETE CUR$
1 k / g A AS REQUIRED (TYP) r' 1 P. (STA 3il.3.5 I.Y�T ,L
I GUTTER >.,. _- _ NEW SSMH #2 -(BSA 3+e53T}
1 REMOVE EX. SS PIPE r t
REPLACE AT CROSSING = CONSTRUCT OVER EXIST. 8' SS PIPE/
{� WALK 1 BETWEEN MANHOLES (5TA 3M6lo. 14.5'Rf) "' ✓�
Z ( I 1 (CURB 70 ) I i SIDE SEWER 2033 NE 7TH ST TO REMM. RECHANAET_ 4E ? ft
STA 1 +28, Ri. G/O LoGA,TIO4- f1 M
j a 14 ABANDON EX. SSMH 112 -118 `' Fv-m W/►TFKMEiEY CUT f4 PLUG 1 1
1 ZIOS NE 7TH ST EXIST 8 SS, SOUTH T11 (ZE9ET ^MONUMFJJT
J / ' PLUG EX. SS SOUTH 2029 WE 7TH ST. 12' FROM BAGK OF WgIJC G/o LOGATIO1.t=
m 1 / NEW SSMH #1 �1 C'/o LOCATION* 11, / Kt�t�t 10 N 8(033.1o8(ob
I I � CONSTRUCT OVER EX 72 SS PIPE \a 3' mom WWrER. McTE� 7! -(e• FROM WALKWAY S I 171 I E 9504.7882
0 +13.9 19.2RT) 13' FROM bACKOF WALK LZ
LEGEND
1 r f .N
? PLUG EX. SS LINE / C E �_ ..3'.�F 4� 't_ _ • NEW SSMH 8 L1� i i--
1,4 p° m
ELEV. 21_ >_Zv C PLUG
7M_ �- NEW SS PIPE 3G R 1_
' ip NEW ASPHALT z; t.. Rl
I 1- See Sheets i and 7 for Notes and Details. NEW CONCRETE
J I II and 2 Sewer flaws tin earisting manhole #12 -60 may be temporarily routed through the north overflow -
I _ pipe and a the exist 21' SS. All temporary blocking of manhole pipes shall be coordinated NOTE= O vii-
I }¢ , DETAIL NUMBER
with the City of Renton, ph: 235 -2631:
I � DRAWINGS HAVE BEEN REVISED PER CONTRACTORS CONSTRUCTION e S�_- 4
I
3_ Side Sewer Addresses Sheet 2: RECORDS, 10- 20 -94. 2 DETAIL SHEET @ �}yp
678 Sunset Blvd. N.E. This record drawing has been prepared, based upon information furnished by the
2028 N -E_ 7th St Contractor_ While this information is believed to be reliable, SvR Design
2029 N.E. 7th St. Company cannot assure its accuracy, and thus is not responsible for the '` " "E 'R `�s''-T'I''1 ='I'-
2033 N -E_ 7th St accuracy f this record drawing or for an errors or omissions which may
2102 N_E- 7th St Y 9 Y Y � c":' -� v ^=� � -. -t ;,:�-
2105 NE. 7th St have been incorporated into it as a result. Those relying on this record
document are advised to obtain independent verification of its accuracy e - -' `
2106 N -E_ 7th St + T.
before applying it for any purpose. �' C'' ��`-'- "� �'�`-
Note- This information is provrded for the Contractor's _ CALL 48 HOURS : =tee �- "TER `0' -10E O" ' -r" "z `�'" _
convenience and shall be verified prior to construction. _ ® SAN 7k, .,�;M ko ;t 0
BEFORE YOU DIG
1-800 -424 -5555
195 ......... -. -_ - -- - - - - ... ...... ............... ... _.. --. -- ...... - -- - -------------- ....... .......... ....... 195 215 . - -. -_ -------------- - - - - -- ....... ----------- ---- - - - - -- ------------ .---------------------------------------------------- .. 215
APPROX. LOC.
" SEWER SERVICE -
190 ... ... ...... .... ---- --- -----..- ........ -.. . - -- ----------------------- - - -i-. ----- ----- ..... -.../ .161
900.10 .- _ ... - ------ APPROX-- LOC:-- ------ ------- - - -- --- - -- ................... 210
0N r cgs
EXISTING GROUND-AT / ��1a3 h o
NEW-SEWER LINE -
EXISTING T /
/ ����� I - %� ll I �
EXISTING GROUND A
185 ....... ........ ........ ---- ----------- - - - -- -_ .. �.....� _....... Ila 205
205
� I I
���� // 0I III I
180 ----- ---------- ..........-- -- ---.-.. ............................ -.. ✓� i`' $a-- <�"i�i'. x" 180 ?.00.........- ....-- ......... J/ o ---------- --- - - - - -- -.- ------ I.I L.... 200
RECD
J-2. NEW SSMH #2 (48')
175 ............. ..... ................... . ...... /.. � �< � . ............................... /../ -._ ° ._......... M sue, ots 195 PAN REVE o 195 1 I TA 3 +Ce3.5, i.7'L_F a.. -- ..
a ' a < i'- a _ _ EX.- IE 12" EAST = 498.54 (IN) 199.3le
175 I _�-
' I I aF _ NEW IE 1� SOUTHWEST 196.18 (OUT) 198.23 °
AFPaRAOSX. LOC. i �E�y'�S ® _ 11 _ i I WASTEWATER U
15 "SD_ btu // I I 22LF 17'SS OF.-6* Ce.&
170 I ... 1 ?� 19.0... -' . . . . . . .. ............................... ..................... .. _ ........................ 190 TRANSPORTATIC
- ---- /...... I. �..�I�.�.� '-------------------- ------ � L
EX. 48' SSMH #12 -60. 4+00
CITY OF
~ L.Y. STA. 3 +413.(0 14.S'RT
165 t5�� /. /_ _
EX., RIM 2eB.6- 208.59 S DEPARTMENT OF
165 .... ............. .....N -.....-.... .. - - - --- -- NEW If 10 -SOUTHEAST = +96.9 (IN) l9l0 7q
NEW SSMH #1 (54 ° °) NEW IE 12 WEST = 496.8 (OUT) I- Itc -59 S-Z SOUTH HIGHLANDS
RIM- STA 0 +13.9, 19.2'RT EX IE 10 .NORTH = 197.1 (OVERFLOW) � N.E. 7t
1e= i73.z.o
IE 12" NORTH = 166.i -B (IN) Kola -55
IE 12° EAST = 166.68 (IN) I Gle -S8 160 180 DESIGNED: MAK DATE: 8/'
160 ................... ------ - ...... - ...... IE AZ. SOUTH. =. fi&fr.58 .( OUT) .t to a "40. DRAWN: JAL
0 +00 1 +00 2 +00 3 +00 ..Fran. MRS SCALE: 1
S - v R
D E S I G N C O M P A N Y
911 Western Avenue
Suite 302
Seattle, WA 98104
Phone 206.223.0326
@N A.
JQ OF WA
A
o�r�s stoney
FILE NAME: 7th
Flab BOOK ,-GE
SHEET: 2 of-.'
F: 7
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