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W NE 1/4, NW .�/4, SEC.14, rWP 23N., RGE. SE., W.M.
CONSTRUCTION NOTES
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Q SEE C4.O5 �+A (D 6" SIDE SEWER CONNECTION W/CLEANOUT, 2% MIN.
SEE C4.03 SLOPE PER COR STD. PLAN 406.1 AND 403.1
U 1 J 1t I P � I I i I I I
I `
48" SANITARY SEWER MANHOLE TYPE 1 W/ FRAME AND
I i 14 FFE=501.2 FFE 503.1
' 1 I I 1 COVER PER COR STD. PLAN 400.1 AND 401
I " I
� I
4 SANITARY SEWER CLEANOUT PER COR STD. PLAN 403.1
r li I I C IE=491.5 I l
WATER SERVICE (TYP.) 1
IE=495.7 I lE=497.6 I 4o SAWCUT EXIST. PVMT.
TYP. 1 �.
i 1
i -
i CONNECT 6 SIDE SEWER TO MANHOLE P CO
-.- , � ,� o I � 5 PER R STD.
o P
_ � f}, I�� LAN 406.1
GENERAL NOTES:
co
W �I� � � I i 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER
SSMH 200 ; - N
W 2 \ \ I
SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5
STA 20+05.14 5.00 LT I - = I
I I I SSMH 210 = FEET BELOW THE FINISHED FLOOR ELEVATION
STA 23+26.15, 5.00 L T2
SS Ss, � �� SS SS ----.
SS SS SS
_ SS' SS SS ,, 12. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL 8E PER
_ _. F - SS I COR STD. ,_
S D PLAN 405.
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I Z �' 1,
I
(PUBLIC)
I I of g, L, - _� ,
--- Ii 3. ALL SANITARY SEWER MANHOLES ARE TYPE 1 PER COR
HADOW I' STD. PLAN 400.1 AND 401.
' AVE NE
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4. PAVEMENT RESTORATION SUBJECT TO FIELD MODIFICATION
N { / /
� .. ij� I I BY THE CITY INSPECTOR.
va -
I , 5. PER CITY OF RENTON TRENCH RESTORATION DETAILS, IF
I
ROW 1 -- -- , - -- - - - - _ PROPERTY TRENCHING IS WITHIN 3 FEET OF AN ADJACENT LANE, THE
BOUNDARY TYP.
� 11 �I �, ( ) ENTIRE ADJACENT TRAVEL LANE AFFECTED WILL 8E
�, / , I WATER SERVICE (TYP.) I REPA VED.
Z, `' I l 1E=488.0 I IE L492.0 I L _ I I 6. IF THERE IS LESS THAN 12 INCHES SEPARATION BETWEEN
J I T IE-495.0 I TYP. 1 IE=497.5 j� I
UTILITY PIPES AT CROSSLINE, AN ETHAFORM PAD SHALL BE
l I WATER SYSTEM IMPROVEMENTS I I PROVIDED.
I SEE KC WATER DISTRICT NO. 910 l '
CONSTRUCTION PLANS -
I
FFE= 503.0 I '
� j; i , FFE-493.5 l FFE= 97.5 ! FFE=500.5 I I I
I I I { l
I ,
N
PVl STA: 21+ 78.69
PVI EL: 498.33
200.00' VC
520 520
00o
orn �W +IN R g
N� Q N
LOW PT STA: 20+26.24 cii �i o C' ca
LOW PT EL: 489.16 � � Q, U .�� � C
510 C PVl STA: 20+40.00 m m w W + o
510
v) PVI EL: 488.77
0 0 50, 00' VC � z �
p N a o °� EXISTING GRADE IQ_
o z,� N FINISH GRADE ® � ROADWAY �" `�'
N �; PROPOSED STORM 2.77%
_..
_-- -
500 0 0 � o � o � ROADWAY � � "� J DRAINAGE IMPROVEMENTS 500
+OCo N"7 Nit II l,�
o + II cri �i Gi -
-w > ED > 8" WATER MAIN-
- - -- --
if w m m w �.,., - --
6.89% SSMH 21.0, TYPE 490 -2.009 _ PE 1
- _ -
--- 321LF 8 PVC 490
RIM=502.32 -
IE(S)= 494.50
4
S= 0.0421
E Izz
.. �..�_ 2'
480 480
2
55 71 14 TRACTA
CC
STDRM DRAINAGE 1= 23
SSMH 200, TYPE 1 q
RIM=489.39
IE(N)= 480. 99 cc
0 -
470 !E(W)= 480.89
470 4�.--Nli STREET
IE(E)=480.99 K` I MAP
vo S c�
460 460 ti WAS
w
ELEVATION AT EXIST. GROUND
37610 O �4
�01STE��� v
450 ELEVATION AT FINISH GRADE 450 �s f ��
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� ,�.� �►- _-� , `��, CONSULTANTS
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® CALL BEFORE Site Planning ► Civil Engineering
Land Use Consulting - Project Management
-- -- - YOU DIG 20+00 20+40 20+80 21+20 21+60 22+00 22+40 22+80 23+20-800-42DIG 33-rthAvenue. Suite sooIKirkland, WA98033
Phone: (425;1285-2390 I FAX:;425) 285-2389
IM Ivlv,cphccns�l'tants.coin
_ 0 CITY OF RENTON 1' CITY OF RENTON PERMIT SUBMITTAL JBS 5/30/14 JBS su: DATE:
MITCH EVANS, PLS ^� 'Ian MAPLEWOOD PARK EAST 5/ / - N/A HatIZ�ITN.: ran rsa3/teal � 3O 14
0 10 2
Approved b Date: { DESIGNED: CITY OF VERT. IN FEET RYAN SCHAUBLE C T� ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS �'ELDBOOK
0 20 40 UTILITY PERMIT Approved by: Date: DRAWN: PETER EVANS =" E P�:
ONE INCH DATU M DRAWING NO:
-� CHECKED Planning/Building/Public Works Dept. SANITARY SEWER PLAN AND PROFILE C4.01
NO. U 13002729 A roved r Date: AT FULL SCALE
HORIZ. IN FEET pp 5'` JAMIE B. SCHROEDER, PE IF NOT ONE INCH
Copyright S' 2013 CPH Consultants, Ill All Rights Reserved. Aperoved by: Date: NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: Cf..APPROVED 25 36
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