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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
Lu
o
� � � 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
S
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.
u
H - _ - /
�� 4
d a Ise W W T w n w w w (PUBLIC) W W W MANHOLES ARE TYPE 1 PER CDR
P
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.
T1
•,
I ,�
�: 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
O
2 3
�
i� I FFE =503.0 � 1 1
I 14 + I. > ' ` � FFE =493.5 I 1 FFE =497.5 FFE =500.5 I I
i
/
N
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 �
v :�:�
h a c;.� N 5
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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
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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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NE 114, NW 114, SEC.14, TWP.23N., RGE, 5E., W.M.
I
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I I I FFE =473.7 I I \FFE =478.8 I I 9 \ I
II I A FFE =483.9 8
IE
i
=468.2 I I I FE =488.5
IE =473:3 j SSMH 250 I�
1 j 2 STA,32 +34.81, 4.43' LT
SSMH 230 ; I I 1 WATER SERVICE (TIP.) I
2 STA 30 +10.89, 5.01' LT k0 - SSMH240 I __ IE -4j8.4 A
z Q I \ \ \ \\ 2 STA 31 +68_36, 5.59' LT
Y i i i _�� ��- I \ �ro �I - �' _ `�I ROW_ / I• -
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,--- TRA_CTA
F, I I ! i 27,234 5F
SEE C4.04
LOW PT STA: 30 +30.27
LOW PT EL: 471.27
500 PW STA: 30 +45.00 O 500
PW EL: 470.87
50.00' VC
°o °o
NM O� W
SSMH 250, TYPE 1 41
490 ° ^ w°+. w RIM= 485.23 _ 490
OQ
�2 UU
UU
IM= O
W IE = 477.73
J
IE(E)= 471.94
I�
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IE(W)= 471.84
_- - -_ _ - -
480
y
+ 480
'¢-Z -w+
a. PVC
66L
- --
- -_- -_-
1�
- 200, --
-
-
5 =0.0871
470
- -_- - -- -_ -
W 470
158LF 8" PVC
1=-I
Z
- -- _ - -_ -- -
a - - - -- _
g.0.0 4
J
=
70'
24'
460 33MH230, TYPE
1
Q! 460
IM =4 .
C
450 450
CONSTRUCTION NOTES
O6" SIDE SEWER CONNECTION W/CLEANOUT, 2% MIN.
SLOPE PER CDR STD. PLAN 406.1 AND 403.1
O48" SANITARY SEWER MANHOLE TYPE 1 W1 FRAME AND
COVER PER COR STD. PLAN 400.1 AND 401
3O SANITARY SEWER CLEANOUT PER CDR STD. PLAN 403.1
4O SAWCUT EXIST. PVMT.
OCONNECT 6" SIDE SEWER TO MANHOLE PER CDR STD.
PLAN 406.1
GENERAL NOTES:
1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER
SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5
FEET BELOW THE FINISHED FLOOR ELEVATION (FFE).
2 PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER
COR STD. PLAN 405.
3. ALL SANITARY SEWER MANHOLES ARE TYPE 1 PER CDR
STD. PLAN 400.1 AND 401.
4. PAVEMENT RESTORATION SUBJECT TO FIELD MODIFICATION
BY THE CITY INSPECTOR.
5. PER CITY OF RENTON TRENCH RESTORATION DETAILS, IF
TRENCHING IS IMTHIN 3 FEET OF AN ADJACENT LANE, THE
ENTIRE ADJACENT TRAVEL LANE AFFECTED WILL BE
REPA VED.
6. IF THERE IS LESS THAN 12 INCHES SEPARATION BETWEEN
UTILITY PIPES AT CROSSLINE, AN ETHAFORM PAD SHALL BE
PROVIDED.
I 7_ T,-1 i
8161
440 440 N,
r~e
ELEVATION AT EXIST. GROUND h
ELEVATION AT FINISH GRADE R 37610 FO c P H
6 GISTBR ♦�
430 430 ss1Is'r
S=37320ftAmNefiTng
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0 30 20 CITY OF RENTON 1 CITY OF RENTON PERMIT SUBMITTAL JBS 5/30/14 JBS sM EVANS PILS N/A rRnrx Ran °0i MAPLEWOOD PARK EAST "1e5 /30/14
Approved by: a Date:
pEWaEO: HpR91w/L' WD �YBa lW, •, >3- CITY OF
VERT. IN FEET RYAN SCHAUBLE ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS
0 20 40 Approved b Date: RENTON
UTILITY PERMIT PP Y PETER EVANS ae acx DATUM '
HOR17 IN FEET NO. U13002729 Approved by: Date: AMMI B. SCHROEDER, PE i m w� Planning /Building /Public Works Dept. SANITARY SEWER PLAN AND PROFILE (�'4.0'Z
N0. REVISION BY DATE APPR''
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NE 114, NW 114, SEC.14, TWP.23N., RGE. 5E, W.M.
CONSTRUCTION NOTES
w SEE C4.01
O 6" SIDE SEWER CONNECTION W /CLEANOUT, 2Z MIN.
5 ° " SLOPE PER COR STD. PLAN 406.1 AND 403.1
I l j FFE =503.1
UJ I I I I • U) 4 O 48" SANITARY SEWER MANHOLE TYPE 1 W/ FRAME AND
COVER PER COR STD. PLAN 400.1 AND 401
J
SANITARY SEWER CLEANOUT PER COR STD. PLAN 403.1
- � 4 SAWCUT EXIST PVMT
F ----- -- - - --
E =488.5 l FFE =492.9 l I I 3 ` �/ O CONNECT CT 6" SIDE SEWER TO MANHOLE PER COR ST
P D.
,y
8 t' GENERAL NOTES:
Q WATER SERVICES (TIP.) I I fE -4824 FFE =501.2 - j
� nl � I I I � I 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER
_ _ _ Z j - -- SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5
O IE 483.0 I � _ I � �
W rI' s' ' I 3 FEET BELOW THE FINISHED FLOOR ELEVATION (FFE).
W �'° 41�\ ` 1-• -�\ _ 7 li Q FFE =500.5 2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER
Q CDR STD. PLAN 405.
� __ROW oe� S ,�
- - -- � � I � I � I 3. ALL SANITARY SEWER MANHOLES ARE TYPE i PER COR
Oct STD. PLAN 400.1 AND 401.
O SS \ i 4 m _- _ Z 4. PAVEMENT RESTORATION SUBJECT TO FIELD MODIFICATION
'` - -- / BY THE CITY INSPECTOR
* ss 1 I +oSs
NE 2ND LANE -
�i� 5 PER CITY OF RENTON TRENCH RESTORATION DETAILS, IF
J " ;,d ,: c. W `. yy 5 - - -�' -_ N Ij I - - -- -- -- -- -- IS WIT TRAVEL LANE AFFECTED WILL A THE
R.
Q• W W W � _ , y ENTIRE 1 ADJACENT S WITHIN 3 FEET OF AN ADJACENT LANE,
W yy REPAVED.
6. IF THERE IS LESS THAN 12 INCHES SEPARATION BETWEEN
UTILITY PIPES AT CROSSLINE, AN ETHAFORM PAD SHALL BE
PROVIDED.
2
1wr A�
2 SSMH 260
STA 33 +28.92, 5.00' LT
IE =484.8 IE =4889 I
I 12 13 14
�I� FFE =490.0 '• I I FFE =493.7 I FFE =496.5 � �___
II
SEE C4.01
520 i 520
¢�
PVl STA: 33 +50.00 -' ¢
PVI EL: 494.48 Z o
200.00' VC `" O
510 510
h� hI�o �Mb
NO + d +uS ro
M� EXISTING GRADE
v +II
V &ii cd ® ROADWAY CL 0i Q L`+w
W vi m m
500 500 W FINISH GRADE ® 8" WATER MAIN 2.27%
ROADWAY - - - - _
490 _ -- _ -`^ 490 :
Q - - - - - :4LF 8" PVC y �e
480 I� 480 Q rt' 'a* , x
Vi $- 0.0620 SSMH 260, TYPE 1 4 � P
W RIM = 491.64
Z 15' 7' IE(W)= 483.64 vQi
470 470 KEYMAP I
49"910MAL tV1
460 460 ELEVATION AT EXIST. GROUND
ELEVATION AT FINISH GRADE P T T Y 1 ^uj 450 450
S=3732,03 CONSULTANTS
oI h m N W •D ° b v N
Id ri W O ci N rn M c1 �' � o� h
Site Planning • Ciril Engineering
CALL BEFORE lyM ConsuNng • Roject Management
32 +40 32 +80 33 +20 33 +60 34 +00 34 +40 34 +80 YOU 733 7th Suns IOM l Nn M, WA 99033
7. 800424 -5555 Fmre:(425)2852390l FAR(C29)2 2399
www.cphconsuliants.com
0 10 20 CITY OF RENTON 1 CITY OF RENTON PERMIT SUBMITTAL JBS 5/30/14 JBS M cn e/aNS FLS N/A C, MAPLEWOOD PARK EAST 5 /30/14
' M1 r >} CITY 0 F
Approved by: Date
VERT. IN FEET RYAN SCHAUBIE RENTON
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS
° 20 40 UTILITY PERMIT Approved by: Date: °PN" PETER EVANS nw.w Hu
DATUM /I
HORIZ. IN FEET NO. U13002729 Approved by: Date: JAMIE BB. SCHROEDER, PE A",.,, Planning /Building /Public Works Dept. SANITARY SEWER PLAN AND PROFILE CiY.03
COMTW020nMHW5 UMLMMIWW,6P¢sMV ¢ p. Approved b : P"' Date: NO. REVISION BY DATE APPR "Pp1p^ApPROVEO Y 27 X36
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VERT. IN FEET
0 20 40
HORIZ IN FEET
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EXISTING JSMH 72 i
ONN. TO'EXSI. 0
S 0 +08�87� 24371LJ -
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NE 114, NW 114, SEC.14, TWP.23N., RGE. 5E., W.M.
SSMH 220 ��f ai t _ -�- - __
o, ____._ __ _____ep
STA 0 +18. 6.50�SLF �� -
-- -- - - -- - - - --
o SS SS S..
a
SEE
500
490
M_uf
470
M11
IE(NE)= 459.68
450 IE(SE)= 459.68 (VERIFY)
440
UTILITY PERMIT
NO. U13002729
00009102113 WHf 1p�,=. An PjgI Ra
LOW PT STA: 0 +25.14
LOW PT EL: 468.70
PVI STA: 0 +40.00
PW EL: 468.30
J
EXISTING GRADE
O ROADWAY q-
PE 1
38
21LF 8" PVC
S= 0.0339
HIGH PT STA: 1 +11.58
HIGH PT EL: 472.18
PW STA: 0 +92.22
PW EL: 472.40
FINISH GRADE
ROADWAY ¢
0
NE
W W � F
® rn -
f
SEE C4.02
- -
177LF 8" PVC
S= 0.0133
SSMH230. TYPE 1
CITY OF RENTON
by�gjAi�4 Date: (II 1AZA
by: Date:
by: Date:
NO.
REVISION
BY I DATE I APPR
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PETER EVANS
awnre>k
500
490
rM; #
470
460
450
440
NAIIUL' HtlD ,
HoR01MW: WD ,YU 100,
o
+oo N
01C M°'
DATUM
AT fYly YNE
RSARIO AVE
_
'E W �- W
-
W
W W
scut Aanxnlar
W
W-
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ROW
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- --
-ROW DEDICA710N�\
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I 1 I 1
ACT A'
- -Sid '
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REMOVE AND DISPOSE
r7
Rho DRAT NAGf
EXIST. 8"
PVC
LOW PT STA: 0 +25.14
LOW PT EL: 468.70
PVI STA: 0 +40.00
PW EL: 468.30
J
EXISTING GRADE
O ROADWAY q-
PE 1
38
21LF 8" PVC
S= 0.0339
HIGH PT STA: 1 +11.58
HIGH PT EL: 472.18
PW STA: 0 +92.22
PW EL: 472.40
FINISH GRADE
ROADWAY ¢
0
NE
W W � F
® rn -
f
SEE C4.02
- -
177LF 8" PVC
S= 0.0133
SSMH230. TYPE 1
CITY OF RENTON
by�gjAi�4 Date: (II 1AZA
by: Date:
by: Date:
NO.
REVISION
BY I DATE I APPR
n
n
v
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PETER EVANS
awnre>k
500
490
rM; #
470
460
450
440
CONSTRUCTION NOTES
O6" SIDE SEWER CONNECTION W /CLEANOUT, 2% MIN.
SLOPE PER CDR STD. PLAN 406.1 AND 403.1
2 48" "SANITARY SEWER MANHOLE TYPE 1 W/ FRAME AND
COVER PER CDR STD. PLAN 400.1 AND 401
O SANITARY SEWER CLEANOUT PER CDR STD. PLAN 403.1
O SAWCUT EXIST. PVMT.
OCONNECT 6" SIDE SEWER TO MANHOLE PER CDR STD.
PLAN 406.1
GENERAL NOTES
1. THE INVERT ELEVA77ON FOR INDIVIDUAL SANITARY SEWER
SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5
FEET BELOW THE FINISHED FLOOR ELEVATION (FFE).
2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER
CDR STD. PLAN 405.
3. ALL SANITARY SEWER MANHOLES ARE TYPE 1 PER CDR
STD. PLAN 400.1 AND 401.
4. PAVEMENT RESTORATION SUBJECT TO FIELD MODIFICA77ON
BY THE CITY INSPECTOR.
5. PER CITY OF RENTON TRENCH RESTORA7ION DETAILS, IF
TRENCHING IS WITHIN 3 FEET OF AN ADJACENT LANE, 714E
ENTIRE ADJACENT TRAVEL LANE AFFECTED WILL BE
REPAVED.
6. IF THERE IS LESS THAN 12 INCHES SEPARATION BETWEEN
UTILITY PIPES AT CROSSLINE, AN E7HAFORM PAD SHALL BE
PROVIDED.
CP H
CONSULTANTS
S 373204 S to Poanning • C u l Enpneering
® CALL BEFORE Land Use moulting• Project Management
YOU DIG 733 tN A,enae,Saae1001Hi M,WAe9a33
7. 800. 424.5555 elane:1A251�090 l Fa l4Ml 28sz3ea
will W. co lncon is u lta n is. c 0m
GOE
44 CITY OF MAPLEWOOD PARK EAST 5/30/14
R E N TO N ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS
Planning /Building /Public Works Dept. SANITARY SEWER PLAN AND PROFILE C4.04
Cam: S- ?,73a6v
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NAIIUL' HtlD ,
HoR01MW: WD ,YU 100,
N/A
01C M°'
DATUM
AT fYly YNE
• xor a,c atx
scut Aanxnlar
CONSTRUCTION NOTES
O6" SIDE SEWER CONNECTION W /CLEANOUT, 2% MIN.
SLOPE PER CDR STD. PLAN 406.1 AND 403.1
2 48" "SANITARY SEWER MANHOLE TYPE 1 W/ FRAME AND
COVER PER CDR STD. PLAN 400.1 AND 401
O SANITARY SEWER CLEANOUT PER CDR STD. PLAN 403.1
O SAWCUT EXIST. PVMT.
OCONNECT 6" SIDE SEWER TO MANHOLE PER CDR STD.
PLAN 406.1
GENERAL NOTES
1. THE INVERT ELEVA77ON FOR INDIVIDUAL SANITARY SEWER
SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5
FEET BELOW THE FINISHED FLOOR ELEVATION (FFE).
2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER
CDR STD. PLAN 405.
3. ALL SANITARY SEWER MANHOLES ARE TYPE 1 PER CDR
STD. PLAN 400.1 AND 401.
4. PAVEMENT RESTORATION SUBJECT TO FIELD MODIFICA77ON
BY THE CITY INSPECTOR.
5. PER CITY OF RENTON TRENCH RESTORA7ION DETAILS, IF
TRENCHING IS WITHIN 3 FEET OF AN ADJACENT LANE, 714E
ENTIRE ADJACENT TRAVEL LANE AFFECTED WILL BE
REPAVED.
6. IF THERE IS LESS THAN 12 INCHES SEPARATION BETWEEN
UTILITY PIPES AT CROSSLINE, AN E7HAFORM PAD SHALL BE
PROVIDED.
CP H
CONSULTANTS
S 373204 S to Poanning • C u l Enpneering
® CALL BEFORE Land Use moulting• Project Management
YOU DIG 733 tN A,enae,Saae1001Hi M,WAe9a33
7. 800. 424.5555 elane:1A251�090 l Fa l4Ml 28sz3ea
will W. co lncon is u lta n is. c 0m
GOE
44 CITY OF MAPLEWOOD PARK EAST 5/30/14
R E N TO N ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS
Planning /Building /Public Works Dept. SANITARY SEWER PLAN AND PROFILE C4.04
Cam: S- ?,73a6v
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LOS
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NE 114, NW 114, SEC.14, TWP.23N., RGE. 5E., W.M.
w SEE C4.01 CONSTRUCTION NOTES
O 1 '�,.I ----- - - - - -' — — — — \ 1 I % I �� �I SLOPE PER CDR STD. PLAN 406.1 AND 403.1 IN.
I \
O 6" SIDE SEWER CONNECTION W /CLEANOUT, 2% M
I \ \ I \
W i V A \I v - A j ! 2 48" SANITARY SEWER MANHOLE TYPE 1 W/ FRAME AND
J I \ I I \ �� I o \ I \I. '/` O COVER PER CDR STD. PLAN 400.1 AND 401
12 IZ i I v 1113 �v 14 v i v
FFE =49 0 i \� FFE =4 -.7 \ FFE =496.5 \ to \\ \\\ @��\ ; '��I 3O SANITARY SEWER CLEANOUT PER CDR STD. PLAN 403.1
SAWCUT EXIST. PVMT.
T 6 SIDE SEWER TO MANHOLE PER COR
CONNECT " S STD.
PLAN 406.1
w
� . I -
I I II I \ GENERAL NOTES:
,? I LANDSCAPE AND UTILITY TRACT 1 \\ \= I \
j - — _ - �f I \ 11 I \ FEET BELOW THE FINISHED FLOOR ELEVATI).
Y • -
- 2. PIPE BEDDING FOR SANITARY SEWER MAIN BE PER
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:� ILL, _.. \I. ... STD. PLAN 400.1 AND 401.
_ / _ -` -- - — - , �— - - -- 1 — - -'\ - - - \ .\ \ 4. PAVEMENT RESTORATION SUBJECT TO FIELFICATION
- _ - \ -— BY THE CITY INSPECTOR.
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NO. 90 CONSTRUCTION PLANS \�
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CONSULTANTS
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0 10 20 CITY OF RENTON 1 CITY OF RENTON PERMIT SUBMITTAL JBS� _5 D 4 J ;? y HAN "„ MAPLEWOOD PARK EAST / /
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Approved by:j,} Date: n scAnib r a _,. CITY 0 F ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS
OVERT. 20 IN FEET UTILITY PERMIT Approved by: Date: .. RENTON :
_ PETER EVANS _ . DATUM tl1'� "a
HORIZ IN FEET NO. U13002729 Approved by: Date: / JAMIE B. CHROEDER, PE " r�rior`u`o Planning /Building /Public Works Dept. SANITARY SEWER PLAN AND PROFILE C4.05
cw„�®rtozov3cxx consutrono. uc. at rti�s xesa.. a.A rovedb Dale: 6 St2,J NO. REVISION BY DATE. APPR APo '�"E" y s,¢r. ar:
APPROVED 29 36
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