HomeMy WebLinkAboutS-284401° 3 I I EXISTING STORM
N Z �� 11.
8" CONC. PIPE ► L ►
EX WATER METERS I I / ►
EXISTING 8" STORM THAI
236' ® 6.97% , ► �/ I O ✓ v ►
SSMH #1 PROP. -48" w. OUTSIDE DROP 2 0
SEE OUTSIDE DROP DET. SHT. 8 ► ✓ CJ
RIM = 116.8 + /- (MATCH EXISTING PVM'T EL)
jv ^ (UPPER LEG DROP EL= 108.90) EXIST EDGE OF PVM'T -E. SIDE
x EXIST FOG LINE. -E. SIDE
g U IE 8" (CNTR CHNL) =98.09 EXIST
'I I (VERIFY PRIOR TO CONST) 10 EXISTING P.P. rte, 1 �1 - ► SSMH 2 PROP. /48"
'� 2 V HI POINT STA 2 +58 -94
l a IE 8" IN (E) 98.19 (LOWER LEG DROP) TO BE REL0<ATED HI POINT ELEV =12221 6" SIDE SEWER ► STA 4 +35 1.5' RT
II �+ 2 ✓ 2 RIM EL= 12 0
W S WCUT PAVING & REPLACE - ® 2.0% MIN- TYPT IE 8' OUT W) = 112.30
�-+ R DET. SHT 4
E.y EXISTING 8" STORM - - - - - - R &F 0
7� CMP PIPE IE= 115.33 -- I - - -- - - -- - - - - -- N - - - - -- -- -- - - - - -- - - - --� -
ABANDON 340'-8" C 1.007. - -- - -- - - -� - -- -- - - -- - rn U)
EXISTING DITCH
ABANDON - - - - - - - -
LOCATION 12- WATER vs� � - -- ft &F - - - - -- - -@ - - -- - - - - -- _ STA 4 +75 1.5' RT
-- --
- - - -- - - -.P� -- f � �-� MIN IE =112.
LINE APPROX. - m�1 D y ��� - - - - -� f- - -(n -- ( )
i _ _ 26' A CESS & -� �I- - -- � - -N - -� -� -- - - � -� 40' ®2.00%
PER DWG W- 230507 m UTIL ES ES cn ZD V ZD R &F i WAT SERV -TYP
EX WATER METER l i m ®l� + < ®11 + m { r Q1 m w \\ I MIN F.F. EL= 116.
i ro f p ®II
{ N v t0 N _' W
=J ATE I
a ro EXISTING 8" STORM II cnv -i P ED 8"
SAN TAR EWER - -
1 CMP PIPE IE= 117.22 I (n
N F a x LIN 15' 1A d &F STA 4 +34.5 5 RT
o ABANDON
W �.� EXISTING 8" STORM E ft ACCESS AND \ MIN IE =113.4
CMP PIPE'',IE= 118.44 1 �i, li /'� UTILITIES EAS NT \ (48.6 @ 2.00 %)
ABANDON I
EXISTING DITCH L, LIL F:F..EL= '.117.0'
,. h .ABANDON ', i I
� Q m MIN F.F EL 112 MIN F.F. EL- 113.1 MIN EL= 116.0
Cy o °m � � i � MIN 114.4
EX 8" S, S- i 5
EXIST EDGE OF PVM'T -W. SIDE } /'
- - - -I--
14 EXIST FOG LINE -W. SIDE 1 1 ► j I
0 EXI ING P.P. I I
EXISTING 8" STORM T BE RELOCA D I
d CMP PIPE IE =119.8 1 lit U OR D WITH S.E.
(6)
_ W �T P �- P N o TRAC- ------------------ T
V ► I I I
I
EX S.S. M.H. I I I
RIM 125.28 I ► (5)
4,944001
I
I.E. 105.35 I
SANITARY SEWER NOTES: GRAPHIC Scam
u 20 0 10 20 b 90
a r' NORTH 40TH STREET 1. SS LINE DISTANCES AND SLOPES SHOWN ON THESE PLANS
w
<� ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. IN FM
1 inch = 20 ft
z z Pam 2. OFFSET DISTANCE AS SHOWN ON .THESE PLANS FOR THE INDIVIDUAL LOT
SANITARY SEWER STUBS ARE DETERMINED FROM THE EASEMENT CENTER
° m Z
Li ZO�m LINE STATIONING. MINIMUM INVERTS ARE CALCULATED USING A SLOPE OF
i aa�o[:i 2% FROM THE SEWER MAIN LINE. 'ACTUAL LOT INVERT CAN BE HIGHER BUT
CLEARANCES BETWEEN THE WATER LINE AND THE SEWER STUBS ARE TO AVOID CUTTING UNDERGROUND NOTE:
Z ti UTILITY ONES. IYS COSTLY
LEGEND > I=- �az°w BE MAINTAINED.
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
❑ CATCH BASIN Y 2° 3. UNLESS OTHERWISE INDICATED, ALL SANITARY SEWER STRUCTURES Call EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER -
N g3 ARE TO BE TYPE II 48" AS SHOWN ON SHEET 8 before you GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. S
S SANITARY SEWER MANHOLE REPRESENTATION GI MADE THAT ALL EXISTING UTILITIES ARE SHOWN
W Q d N' � HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
y� z 4. ALL TRENCHING AND STREET OVERLAYS SHALL BE PER THE CURRENT CITY OF Dig. /g NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
EXISTING FIRE HYDRANT i z w • ✓' CALL BEFORE YOU DIG: 1- 800 - 424 -5555
RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS.
Z s �m ¢ SEE DETAIL ON SHEET 4. UNDERGROUND SERVICE (USA)
L o �� EXISTING WATER VALVE Mi o�
N N O
w w POWER POLE �zN�> W"� Oa 5. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION TO
a VERIFY HORIZONTAL AND VERTICAL LOCATIONS. CONTRACTOR TO CONTACT
NORTH 38TH STREET 4� ENGINEER CONCERNING ANY POTENTIAL CONFLICTS. P� W. Cq
EXIST. RES. LOCATION Nz °a 'w z�z �J �.pE As�ySFj
°ww NI-52'44 "E 6. THE SANITARY SEWER STUB FOR LOT 1 AS SHOWN ON THIS SHEET RECOMMENDED °
- EXISTING STORM LINE zy- 33zo.4s'
s 1/4'coR SEC 32 -24 -os WILL NOT BE NECESSARY IF THE CITY WILL ALLOW THE EXISTING STUB FOR APPROVAL
31 32 ''i T. 24 N3.Z.R. 5 E. END. ON. IN CASE
GPS 1,42 N0. 266 TO BE USED. 28477
EXISTING SEWER LINE N 1sl.azs.82 '
6 5 5- E 7303.59005. BY Sei� /C(J �.r�S 4'fgT
EXISTING WATER ,,LINE N89'03'52'W N
T. 9303'52"W SE. (SEE SURV. 128 -226) j S��NAL••F-��
1298.61' 1335,01' BY
O STNP NOT vN1N NNl£
Z O EXPIRES 5-13-01
-ED AND DAM
G0 • S- acF'Seuo/ SCANNED OCTI 4 2000,
ROLL # 167 f, :4
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