HomeMy WebLinkAboutS-373203w
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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.
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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
cD S 3�3a� A- NNNNAA
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