HomeMy WebLinkAboutS-295103o '0
150.00' VC-I
^ N SSMH#1 5, Z + PVI STA 1 +75 z
SSMH//1
0. 11'LT J o CO PVI ELEV = 484.44 si N w
I- RIM = 48731± �S�j.4b 27 o II II + N A.D. = 6.22 + Z r
Q INV =4792 OUT 500
rn m oo K= 24.11 w o
_j LLJ INV =479.8 IN �iZ•10 m ~� cna �,.v
Li EX. SSMH (MORGAN COURT) STA:4 +91.9a ��Z•ZO ++ ° w w w } N
O STA:1 +80.05,5.04'RT. =o +oo o > 6- m> +O- +
�- EX. SSMH (MORGAN COURT) � � D_ m +w +w
Of RIM = 470,06± N �% M
O INV= 460.36 STA:3+25.16.4'RT. 6 490 49 EX. GROUND a o a
RIM= 479�r3 ±Q 2 �Of I s
= -6 q INV TP'I.467,C,5Ij I_. °_ -- -°�-00;- - -� ®C /L PROPOSED DElno_ v10
n�31 - -
00 INV= - ®G /L
o z
�, PROPEtTY�INE N.E. 4TH PL C.. `
rT
z t 480 -
#- w': N 88' 4'39 W 7.74 r B 22 - --
Q w 1as�a e d M ��3 8'�1 oe� �71� r vA �' � � x � v !
as1 - -' ' 2� „ ( ? _ ®938•/ I
N J -- - -- - -. -_ - - - -� !- �r -_/ z SSMH INS" PVC SS
� W -Ia -, �. - r -- - ==•- _. ,' � � ��,. , � - - -- 0 10 20 4o STA.0 +055.11 LT. 70LF 8 PVC ®1.009
N
- =- - -� 21 / �,; 10 SS C.O.
€,: , ,f -- - - - - -- -- - - - - -, RIM= 4&7131-1 882
(n z ! , 1 EASEMEIJT� / T ,.. II INV 7e.&2 IN .%I o SSMH 2 RIM - 172.32 -.
{ } INV= 472.32
Q ¢ I! i I 1 2 I I 8 r: SCALE 1" = 4O' INV = 476:82 OUT � a STA:1 #46.83,11'LT
v -
51 PRI -DRAIN - I 5 WATER EASEMENT 460 ��Z•Ib NIV =!;H.62 -INZ '343
. _
F= 5 WATER I
Q 5 PRIVATE
`} Cn I--7 INV =47i -54 OUT
Q - -+ STA.0+6a DATUM ELEV
fASEMEN7 STA: 0 +6 - r r N
- - - - - -- - -- ' ' - - - - -- rn.
455 00
-_.. a I ' L -- _ B S.B.L.. L7YP � I ao ..
- - -_ --- -- j , i ./� -J ai - m - °m' m a N N
NI 2.0. M1D1. EWE �` 2 ' \ d-
V I � I�
�. 6" PVC SANITARY SIDE SEWER N i �I � ®�
( i )._.r.,.l MIN. -..FF= 476.5•. i :050% _ : 0 +00 1+00 2 +00
l + F 8" PVC
1 a r 1 iz RIM sC.0 �. I L _r siA: 1 +2s o ROAD "B" AND ACCESS, UTILITY'
a
o _ -- - -- - - -- Z EASEMENT PROFILE
N '' " 0 : ' ( Lk =- -- - - -, HORIZ. SCALE: 1" 40'
" Z �i SSMH #2 VERT. SCALE: 1'
z m �� : +, nl STA:1 +46.83,11'LT.
< w-~. 20' +I - -: RIM = 484:76 �8•:5'.J i a.
^ z m _ -. -. .,L.. INV= 471.62�,.IN F Ji
a k = SRS I r
MIN. FF =477.5 1 L. NV= 41-52 OUT L� 10' PRI. ATE w
10 PRIVATE I ' '' ( 3.63 " Y ao.00' vc
0
p _� '' SANITARY SE\aER ~ 1 i siA:- - _ _ -- -- - I EA GE Pw srA a +oo o \
°�. .. -c_ ----------------- - /rSEMENT 14 -' // 'I EASEt<i/iENT v. �Um
0 +50
z
w8 ------------------------------ PVIAELEV 100.80 �, ..
Q
m. '•. I �%� :D+65----------------- _ _ _l 1 . -0' VC o ±. K 100.29 w > - Qom¢
I�EXnz o
a ,a MIN: FF 477.5 000
: 4 ,� : JS PV STA - 2 +50 M N>m U .. _-
B„ I Ex Nc 18 .,PERM ENT''/ 18 PERMANENT. - - - Ex re rEx PV ELEV - x75.55 a +wn > > -
_ nV x67.2 ; ✓/ - I I i RI M-,4-9 iri .. aam
WATER EASEMENT T WATEfd EASEMENT rim-4E6 I A.D- _ -zsD
Q- I" T T T `T 7 r T , , - Is E =ate _ K - 4000
T T. � TSTA. T- - -- _ - -
- N 88'21'23" WI T T a
327.78
I
`� /
°
T T
Qa�l
1 L x ° `°
PF n'_XIt.1 J ,ln ti •pry \ -R
1
2 +00 j� {_
o z I 3 +00 L 14 +00 -. - -
v p - s +oo „ 8 PVC
II z °Y = P _.1- N abI 6 I00 i l Y
0 2 s SS C.0 - .+0. 9 +00 ($p Z fa SSMH #1
I �_ EX. SSMH MORGAN COURT
-4 1 ,// STA: 5 +02,5'RT.
RIM= 46i:4Q 4so.7q STA:3 +25.16,4'RT. RIM= 4679t± 48g•gfi
INV= 472.32 RINV 669831 s ` b� INV = 478-32 OUT zf? ?.(0
N.E. 4TH ST. (SE 128TH ST) LLx
zlr,� -a I INV = 479:82 IN
N,= 6,�2- E) NE 4TH PL. PROFILE
y �f2.ZO
IAJV=�f•!r0OV'r HORIZ. SCALE: 1 " =40'
x ,,r '.NOTE:
VERT. SCALE: 1' =10'
Q N n SIDE SEWERS TO LOTS 2;3, & 4 AT gkLpLlip, DATUM ELEV
1.07. GRADE RELEASE REQUIRED. `�.� 4wA ya^ +y ®' 450.00
v.�
07 v1 u7o 01
WmO K)„j Il)� OJT
Nm co c0 co
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N m a CITY OF RENTON �t� 'e
SANITARY SEWER NOTES AND SPECIFICATIONSJ�O'VAC!ats 2 +00 3 +00 4 +00 5 +00
w
d ¢ r- 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE
0' 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY E7�InE9 I B
? STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE 7, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
~ LATEST EDITION OF THE WSDOT /APWA STANDARDS AND OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY PREPARED FOUNDATION IN ACCORDANCE
HINGTON STAN H SECTION 7CATION1) OF
x SPECIFICATIONS. THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR
0 0 o CONSTRUCTION. ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY �` ,__ - -• t 5-295103
o }
STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND
m 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT
i s BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING
LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL PLANS ARE 'AS- BUILT"
APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277- PLANS. AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING AN
6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE MATERIAL TO UNIFORM GARDE SO THAT THE ENTIRE LENGTH OF THE Ppa� TFIS: IN€' ®Rf:'IATION SHOWN -
APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. ACCURATELY REF! ECTS EXISTING 15 PE
THE POLICE DEPARTMENT. FIRE DEPARTMENT AND 911 SHALL BE WHENEVER CONSTRUCTION IS IN PROGRESS. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE ® F AS
NOTIFIED 24 HOURS IN ADVANCE. �RIs®6� �ANOITiisN:i AS OF THIS 'C�' O W kf
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN PIPE. YIWT�2 ,(1 /Ql�QZ ~ca
AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN MW ��(1��,�,,,
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) - ) N y _
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50. 4]
PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS LICENSED PROFESSIONAL SURVEYOR. RECOMMENDED
ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES 11332 FOR APPROVAL
STANDARD SPECIFICATIONS. PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES. AND. MAXIMUM 18 INCH ABOVE FINISHED .GRADE. IN PAVED AREA, y�Ct
MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. `SIO
0 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE 959 OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND NAL BY
F AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE
1 TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE EXPIEBS 11/30/02 BY
a
w DISTURBANCE. SHALL BE THE SAME AS DESCRIBED.
AVOID CUTTING UNDERGROUND BY
UTILITY ONES. IT'S COSTLY
> 5..A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING
BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE,. TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND UNDERGROUND SERVICE (USA)
v z r THE CONTRACTORS RESPONSIBILITY TO SECURE ALLNECESSARY MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL CHECKED FOR COMPLIANCE ■ _�I' NOTE:
'- PERMITS PRIOR 'TO STARTING CONSTRUCTION (INSPECTION WILL BE BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY TO CITY STANDARDS C
m a ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT MIX PATCH MUST BE PLACED. IMMEDIATELY AFTER BACKFILL AND before '�,.VQU
EXISTING UTILITY LOCATIONS SHOWN. HEREON ARE APPROXIMATE ONLY.,
In SHALL
ACCOMPLISHED
THE CONTRACTORS RESPONSIBILITY CI NOTIFY THE CITY COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE. PLACED WITHIN i IT SHALL' BE. THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
\ e1 z 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. DATE D. EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
o - o INSPECTOR 24 HOURS IN ADVANCE OF BACKFIWNG.ALL I9• GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
z < m CONSTRUCTION. 13_ DATUM SHALL BE CITY OF RENTON U.S.C. AND G.S. DATE REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
wi� p ly C HEREON... THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
AND ONTRACTOR
SEQUENCES IS OF CONSTRUCTION AND ND FOR THEMSAFETY OF WORKERS OTHERWISE STABILIZED TO THE ATISFACT10N OF MULCHED OR �� 1- oOO'"424 -5555 NOT SHOWNLLLnBEFOREEY06 DIG HO 1-800-424-5555 P ER. LOCA'RON.
.. AND OTHERS ON THE CONSTRUCTION SITE. THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF
�. CONSTRUCTION. H: \Land development r2 projects \1600\ 1673- 004 \dwg \1673- 4- ENG- rev.dwg 9 /19/2002 9 :02,14 AM PST
z:�o� SCANNED MAR 2 u tu03
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