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NE 114, NW 114, SEC.14, TWP.23N., RGE. 5E., W.M. CONSTRUCTION NOTES
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0 / SEE C ?� i / / / i /y SEE C4.03 / " 6 I 5 I T Oj 6" SIDE SEWER CONNECTION W /CLEAND 4 .1 MIN.
Q SLOPE PER CDR STD. PLAN 406.1 AND 403.1
FF£ 03.1 COVER PER PLAN °400. TYPE I W/ AND FRAME AND
I�'i�d oo x ti I / / I lEE -501.2 I o
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� � � FFE�� 6.5 � - 1 / � N' i � � � � � - - -- -- - -- 3� SANITARY SEWER CLEANOUT PER CDR STD. PLAN 403.1
- + IE -491.5 I I WATER SERVICE (TTP.) I O
AWCUT EXIST. PVMT.
4
TYP. 1 IE =495.7 I IE =497.8
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CONNECT 6" SIDE SEWER TO MANHOLE PER CDR STD.
PLAN 406.1
- -- __ -_ - -•�
_ \ -- - -- -- GENERAL NOTES
YI '
Cl) LN H I ' 1 THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER
Q SSMH 2O0 t { % ' "'> °a. a� _ A zl.' I it SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5
w 2 STA 20+05.14, S QO l T ri i t z� SSMH 210 2 FEET BELOW THE FINISHED FLOOR ELEVATION (FFE).
, STA 23 +26.15, 5.00' LT
20�'\Q .73s�f?gi x $$ .. SA+ SS S SS S 00 SS'I SS SS S$ $ I' 2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER
Q _ - 23g0� - I) CDR STD. PLAN 405.
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d a Ise W W T w n w w w (PUBLIC) W W W MANHOLES ARE TYPE 1 PER CDR
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SID. PLAN 3 ALL SANITARY SEWER MANHO
HADOW AV ��VE
O PAVEMENT RESOTORATION SUBJECT TO FIELD MODIFICATION
4 I I 1
O x - - �. 4. BY THE CITY INSPECTOR.
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�: wi'� 5=•a�' -li _ " 5. PER CITY OF RENTON TRENCH RESTORATION DETAILS IF
J r IQI I t a V. e,l' `�' ? - ROW - - - - -- ---- --- - -- - PROPERTY TRENCHING IS WITHIN 3 FEET OF AN ADJACENT LANE, THE
N ENTIRE ADJACENT TRAVEL LANE AFFECTED WILL BE
N ��k i� / - .1 l _ • BOUNDARY (TIP.) REPAVED.
Q �,��:i 4� / 1 i/ I I WATER SERVICE (TIP.) y I
ZvlJ a� I' / I I I 6. IF THERE IS LESS THAN 12 INCHES SEPARATION BETWEEN
J 41 'N k i IE =488.0 / IE1492.0 IE =495.0
1 i UTILITY PIPES AT CROSSLINE, AN ETHAFORM PAD SHALL BE
t , T IE =497.5
I� I 4 )4i I IYP. 1
p (•.I - I WATER SYSTEM IMPROVEMENTS I I , PROVIDED.
CONSTRUCTION PLANS
ICT N0. 90 I 4
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2 3
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i� I FFE =503.0 � 1 1
I 14 + I. > ' ` � FFE =493.5 I 1 FFE =497.5 FFE =500.5 I I
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PVI STA: 21 +78.69
PW EL: 498.33
200.00' VC
520 w 520
+ +
RV
LOW PT STA: 20 +26.24 Gi W o o 6i
W LOW PT EL: 489.16
510 PW STA: 20 +40.00 510
ti PW EL: 488.77
o °z 50.00' VC rn `�°. EXISTING GRADE °z
C! °o o; v ® ROADWAY vl w w
pzh FINISH GRADE ® a Na PROPOSED STORM 2,779
500 00 ++ o °a ROADWAY ti "� DRAINAGE IMPROVEMENTS _ _ _ - - - - - - - - 500
p m N N? ZIIW --- --- -- -- - - - - -- - - -
+YpV - -_ - - -_ ---f .
-
� ^w m� WW 8" WATER MAIN - -- - -_ - - -- -
- - _- SSMH 210, T1PE 1 490 -
490 - - -
_ -2.009 -- - -- - -- PVC RIM= 502.32
- - --- - - -- 321LF 8"
IE(S)- 494.50
I.f_= g. 0.0421
56' 38' 48' 12'
I
480 _ 480
55' 71' 14'
s•q
Ri M 489. TYPE 1 0
IE(N) =480.99
470 IE(W)= 480.89 470 KEYMAP
IE(E)= 480.99 N T $
F p4 wAS
460 460
RQ'
ELEVATION AT EXIST. GROUND
37610 o CP H
BACISTBR6 ♦�
450 ELEVATION AT FINISH WAVE 4g0 sSIONAL �
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h a c;.� N 5
�� �� �� �o CONSULTANTS
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S=37320 Site Nanning • Civil Engineering
LL BEFORE
1 (ant Use ConsuNng - ROject Management
20 +00 20 +40 20 +80 21 +20 21 +60 22 +00 22 +40 22 +80 23 +20 YOU 733]OAVmue.Suae 1001 KfiidaN. WA 98033
7 800. 4245555 mme:(425)2W23so I Fa l425l 2W23e3
w w. c Aco n s u I I an ls. c 0 m
0 30 20 CITY OF RENTON 1 CITY OF RENTON PERMIT SUBMITTAL JBS 5/30/14 JBS sMu EvuN3 Pis zwr: a'iwl MAPLEWOOD PARK EAST 5/30/14
Approved bA 1�- '%AIµ' Date: ��� ems++° N/A �? 3 CITY OF
' RYAN SCHAUBLE .� RENTON
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS
OVERT. 20 IN FEET UTILITY PERMIT Approved by: Date: oR�wae PETER EVANS p/trala ws
HORIZ. IN FEET NO. U13002729 Approved by: Date: JAMIE B. SCHROEDER, PE rxm DATUM °Ep°° •* Planning/Building/Public works Dept. SANITARY SEWER PLAN AND PROFILE C4.01
Cw,TW o 2M CUmue.M u MI RM, Resmen. Approved b : Date: Zo N0. REVISION BY DATE APPR "FPR` APPROVED srucA Y s.Er 25 X36
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