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A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 15, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
SHARED ACCESS AN
UTILITY EASEMENT
SHALLOW SANITARY SEWER
MANHOLES PER STANDARD
PLAN #400.2
MIN. FF ELEV=430.00
MIN FF E1 EV -430 00
MANHOLE FRAME AND COVER
PER DRAWNG 4-01.
for .S:
TEPS' TO BE FI'ROP Y L�N SA`t54
2_ S -EPS ARE E # PLS E EGRE!� SETAS INSTALLED.
:. CASTING TO 13E PER OR MN," 401,
4. MANHOLE SEICTIONS TO BE OF REONFORC.ED PRECAST CONCRETE,
5. OPENING SHOULD BF ON DOWNS-11FRFAMSIMM=
. ALL, JOINTS SHALL BE GROUTED.
SANltiTIARY SEWER MANHOLES SHALL HAVE AUL INTERiOR SURFACES, INCLUDING
ICHANNEUING, COATED ( SEALED) WITH A H- GH, SOLIDS U ETHANE �J TIN
ASSER G-ROSHIELD OR APPROVED EO LR COLOR OF COATING SHALL BE " I TE.
RUBBER GASKFTFD JOINTS SHAH_ BE I4, CONFOR ANCE Wl,TH ASTM C-443.
€;HANNEL HEIGHT SHALL E A MINI LI14� � �� 1E INSIDE DIAMETER OF THE
LAR G,EST P,, P E_
` iONNE.110NS••<ArOLE SHALL PEMADE' USINIC GPK ADAPTOR, 0R ---S-_ SEAN
t.7JJTOR APPROVED
EQUAL,
DEPARYMENT
SANITARY MANHOLE
SHALLOW
MA.RCH 2008
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL L❑CATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTI❑N, NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON, THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION,
CALL BEFORE YOU DIG. -811
313903
ADJUST MANHOLE TO FINAL GRADE
PER CITY STANRARD DETAIL 400.0
STA. 20+48.69, 0.68' LT.
SSMH#1, CUT—IN 48"
RIM = �-3�-: �-5-h�f — 1� �j l • ��"
IE=42-2-.8r6, 12"(EX.) 4Z-Z..°)A
IE=42-, 8(NEW)
NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
N Z�
W0
440 .......:.............. a I w 440
_.....................r,.�..�.<<....... ,. �. �_............... ,........ c.,�.�........
r : NE 2nd COURT o ww
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430 e
cn 430
PROPOSED WM— BURY —=----`- -- -----
(C 9 0.0), CSS 0.507
420
:....... :...... :....... .............e.r:...... 420
SSMHI 2 SHALLOW MH -54
SSpM H 1... C UT�,I N .
n 14
RIM=44 Zb .Zl : RIM= ,�4*
IE=4.2 8r6 ; 12 (EX.)
IE=424.21, 8" OUT) ��2•g4
A IE=424.37, 6' IN) r IE =4�-��9�6, 8 (NEW)
410
32+00
L.
i
v°°°°°°°°���`" �► SURVEYED:
MENSIONS, INC.
° O
DESIGNED:
z° D.L. OFFE, P.E.
°
D�
'dam° 27460 a
D.L. OFFE, P.E.
0 ° O
°° " CHECKED:
�STER�'r�,�
S000°0°°°
S �OvINV AL �` N0. REVISION BY DATE APPR A�ROVEn:
06/11/2014
31+00
SCALE I
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICIL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
30+00 410
AIL CITY DE
!!E RENTON
Planning/Building/Public Works Dept.
Ae2 6 IN I 1404T
,X1 14 IF17",
GRAPHIC SCALE
0 10 20 40
1 inch = 20 feet
RECOMMENDED FOR APPROVAL
By, ate:
Al
By: Date.-
By:
ate.By• Date:
By: Date;
RENTON 7 SHORT PLAT
JAYMARC HOMES, LLC
SEWER PLAN & PROFILE
NE 2nd COURT/NILE AVENUE NE
02/15/2014
FIELD80OK:
PAGE:
DRAWING NO:
SHED: 9 OF' 15
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