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I I STA: 0+05.1 11T.
NOTE: I RIM = 487.91±
EXISTING STRUCTURES TO BE
REMOVED INV= 479.72
I
I I STA: 4+91.94 SSMH#2
-o +DO STA: 0+86.55.1VLT.
RIM = 486.01
I
STA--3+28.07 INV= 478.10 (8 °IN)
PROPERTY
INV= 478.00 (8 °OUT)
5' CONC. SIDEWALK
n I W /VERTICAL CONC. C I RB
+
NTE 4TH PL PER CITY OF RENTON)
$ 48a > STD. (TYP.)
�N 88 '3 7.7 I
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IL a \ I I LARAGE ------------ -_ 0 10 20 40
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1 5. SIDEWALK , $ SCALE 1' = 40'
HOUSE \ 5�C f I IASEF.(ENT
i SON ` i �5 EASEMENT
0+1 I L sTA �9B
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�B � ro
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6* _P1 C iWN TARY_SIDE SEWER r L,
-$- p HOUSE
\ FF= 479.10. L I 1
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`+ 1 • ' I 42 AD PE ESTRI A '
ASEM T 20' I I 6
d8a�, I iii 10' PRIVATE
'RQ / k , CCFS$ � i DRAIIyAGE
;t- - ----'t- -- UTILlj MEN . - -- --' EA,S£f�ENT
1 ✓ - -- - - -- ` - -- -- y , i
________ _
X B ONO. 7 ____
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I \ INV = 466.11 I \ EX- MV= 467.24 \� 8' W ; i I - L \ ; i EX. CB R M 489.27
Ex. is* COI �sc�� 3' Z j RIM = 486.10 18` I - 485.67
T �T \ --- -- T- ___C -` �NI j --
T T 7 ;T T - - - '�3.:. ` _ _ 18° IE= 483.60 4-
T T
WI 327A ��' r\ . T i T T T
APPR XIMATE LOCATI EX 8 WA AI _ X.' -
S 7 __ ----- �+ _ __ _ -�___ _- _ - _ 4
STA:
DATUM
45
OXIMATE LOCATION EX 24' SANITARY WER - - -g - -- - - ASPHALT ---- / - - - -- -
- 1 a
_2 ±00 - -+ / 3 +00 O J 12`- ApS -�-� -5 - '-`SS SS S
+. + INV= 465.j98 16 +00 7 +00
+00 9 +00
N.E. 41 I7 ST. , C� 12 �) RIM =SMH REMOVE GUARDRAIL EX SSMH
NV= 476.67(24`E)
6' CONC. SIDEWALK - `'T'`'_!� - - -
W /VERTICAL CONIC. CURB k GUTTER SA UT EXISTING - - - -
PER CITY OF RENTON STDS EX SSMH PAVING, TYP.
0 +00 1 +00 2 +00
02.32,15.51T.
IUCT OVER EXISTING 24 °E
7.21 (MATCH EXIST.)
1.75' (24' EXISTING)
PRIOR TO CONSTRUCTIO
3.08 (8-IN)
's
RIM -471.63
- REPLACE IN KIND SSMHp1 I
INV-456.00 (24'E)
I STA:5 +02.32,15.5'LT.
CONSTRUCT OVER EXISTING 24 "$S
295®0/
RIM-477.2± (MATCH EXIST.) '
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CITY OF PTO
INV =461.75 (24' EXISTING)
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SANTARY SEWER NOTES AND SPECF"7k=
(VERIFY PRIOR TO CONSTRUCTION)
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1. ALL WORK MATERIALS '.SHALL BE IN CONFORMANCE WITH THE
INV = 463.08 (8-IN)
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STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE
7,17 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
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LATEST 'EDITION OF THE WSD07 /APWA STANDARDS AND
OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY BE ON PROPERLY
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SPECIFICATIONS.
CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL LAID A
PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF
d d
O
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE
UMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE
B. PLANS APPROVED BY THE CITY OF RENTON. DEVELOPMENT THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR
SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
-
6 o
R m
=
APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277-
6222. ALL STREET CLOSURES, PARTIAL OR FULL. SHALL BE
PLANS. STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND
BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING
APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE.
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL
THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE
WHENEVER CONSTRUCTION IS IN PROGRESS. AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING
MATERIAL TO UNIFORM G.,RDE SO THAT THE ENTIRE LENGTH OF THE
NOTIFIED 24 HOURS IN ADVANCE.
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON NTH AN PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE.
c�$UPE
`STANDARD
AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE
W
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE N77H
STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR
�1j�og
SPECIFICATIONS. FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION'
PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS
LICENSED PROFESSIONAL SURVEYOR..
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC)
N F� TO
ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON
STANDARD SPECIFICATIONS,
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH. SIDES OF THE RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50.
PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES,
�I �
RECOMMENDED
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE
MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES
95X OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA,
1332
',
FOR APPROVAL
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AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE
TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
FOR ONE PIPE DIAMETER ON EACH SIDE OFTHE PIPE OR TO THE COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE
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TONAL
BY /,
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DISTURBANCE.
SHALL BE THE SAME AS DESCRIBED.
12. CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING
E%P9ZFS it 30/02
BY
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5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL
BE REWIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE
OPEN
TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND
AVOID CUTTING UNDERGROUND
UTILITY LINES. IYS COSTLY
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THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY
MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL
UNDERGROUND SERVICE (USA)
•
0..
PERMITS PRIOR TO STARTING CONSTRUCTION (INSPECTION WILL BE.
OF THE CITY OF RENTON). IT
BE NEATUNE CUT WITH SAW IN A CONTINUOUS UNE. A TEMPORARY
MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND
CHECKED FOR COMPLIANCE
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NOTE:
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15
ACCOMPLISHED BY A REPRESENTATIVE
SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY
COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED. WITHIN
TO :CITY STANDARDS
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INSPECTOR 24 HOURS IN ADVANCE OF BACKFlWNC ALL
10 DAYS AND. SHALL BE PER CITY OF RENTON CURRENT. STANDARDS.
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EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE
BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE
ONLY.
THE
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CONSTRUCTION.
13. DATUM SHALL BE CITY OF RENTON U.S.C. AND G.S.
7 DATE / O/
D g.
IT SHALL
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING
UNDER-
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_
TRACTOR
AND SEQUENCES IS OF CONSTRUCTION AND FOR THEMSAFETY OF METHODS
WORKERS
OTHERWSESSTABILIZED AREAS THE SATISFACTION OF MULCHED OR
��
•
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION GI MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
W s
AHD OTHERS ON THE CONSTRUCTIOF! SITE.
PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF
DATE
1- 000 5555,.
NOT SHOWN OR UTILTTEYOUOT SHOWN IN
R
LOCATION.
CONSTRUCTION.
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1673- 4- ENG- rev.dwg 12 -11 -01 8.01,06
nn EST
C("I ?91- /!D / SCANNED FEB 15 2002
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PVI STA = 1 +75
PA ELF V = 484.44
\ z I a d A.D. _ -6.22
H� K =24.11
ro150.00 VC - w
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SSMH#1
0+05,1 11T. U
NOTE: RIM= 487.911 # T 50 Q EXISTING STRUCTURES TO BE INV= 470.72 OU - _- - --
U
J W REMOVED INV- 470.82 IN z �z
_
( ) °
W' EX. SSMH MORGAN COURT srA:4 +s1.9a a - - ® r m>
O STA:1 +80.05.5.04'RT. o +oo r N O1- +Lj
F - EX. SSMH (MORGAN COURT) +v a M Lj
Elf RIM- 470.061 m N
INV= 460.86 STA:3+25:T6,4'RT. EX--GR UND - - r - - -v
RIM- 479.631 �- - - -- - - - -- 490 �-� C L
4•, : .INV- 469.83 - 4d..pg� -� - w w vt a cn o
5' CONC. SIDEWALK PROPOSED
N W VERTICAL CONC. CIRB - - - ^' -' - - - - -'
sTA:3 +26.)7 & /GUTTER --t.. --- (... 1 FINISH GR DE
� �r� N. 4 r PER ITY OF RENTONI I --> __ � , i � I I /
PROPERTY LINE: : �.
e �, STD (TYP.) �. 480. -- • . -- ,_- --
88 '3 7.7
w w ZW
Q W -
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O -PV_ - C j .00%
J z 0 Cn L TION , W�-
T- E-R SSMH 1 1
STA:0+055. 1 1 'LT. OUALLTY V, ULT - 2 -
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SS C, -40 o -1 SSMH 2 0 1 pRAGE (n > RIM - 487.91Y \ � z INV =470:72#ov .132 EASEM NT SCALE 1 A 40 INV =470.82 I l IN LSTA I V 471 SIDEWALK - - -- - -- -- - - - -- - -- - -- - - - - -- --
� . ...
n�51 PR1 ATE., r' • ,r _ - I':. dASEMENT .1 I 4601 -T ;.INV= 471:62 IN
S'dJRf(A DRAIN.. , c• �s.lgr5',W }� EASE\ENT �. i�.. j -iNV= 471:52 OUT.. rt
Q 1, ` 1 II ±STA: +'64� DATUM ELFV
- - -___ 1 iiiSfN1E STAB 0 +6 -r r/ 1 r� \ 1
1 - - -- ------ h I 1 sy 455.00
r- - -- B_se� TYP. 4. ro
-------- \- -r "I ------ - � _�_ i �\\,. � Mry (Oe a0m Nom. Nm NN
- - -
,/' � T - - Qm� t `I 00 co : d < .tea d-
Vq�� I
6" PVC &A -SID `�€WER c^ \ I \ i i �
2.0 %' y' 1. vF i 1 55LF 8° PVC ®,
0% r, -, . ,. 1; "� ` `..:: ' 0.50 %. \ 1 . ' I f 0 +00 : 1 +00: 2 +00'.
H �MIN\FF 476,5 1, o
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ROAD B AND ACCESS, "U
ILITY �L S - - -- -Z EASEMENT
L' ' ORIZ. SCALE: 1t
Z #p VERT. SCALE: i'
ST-46.831TLT
�a
m
26 RADI`it
o }I ;1 I. RIM 484 7C
w
A a„A ;-.: EASEME T 20' < :1 ..
y
m
z " - - - - °S , r- I°•{:`I - INV = 471.62 -- - --
w6 1 MIN. FF -4775 10' ATE' �I 841NV= 471.52 OUT 10' PRI%ATE 00.00' VC i
42 R014D/PEDESTRIA �C S1 :DRA!~'•GE: w�.
o
i
�a `\ SANITARY SEVER f'i A0+5o i
• .1 • NT PUI- s - -a+oo - -.� mzc'..
1a_1 _ - UTILITY LA E ENN� I � E - - --
---
ze I _ \. ,. �• .7 '\ _ _ -_ , 1_ __._?-� _._ _ _ 1 :PM ELEV 1= 483.801 y. � W m
t. =,J
•I ..... = t • ,� o A.D. -1.00
1000 VC
- .- ...__K..- 10029-- -- -• -- ' - F Z o-- -- - --�-
EX. 18� ONC. �; 1 .. 1 }. ( l t •:-' : : '__ -_:__ - :
` I 66INV =46 -477N4s
\ 4 I - rr
EX. 18 CONC T :\ i. 1 EX. CB. PVI STA 2 +50 +�1\. >.
+ _ N
1$ PERMRREN f 18.r . �IANEiJ.T : �,.:. Ex. cB P'A ELEV 475-55;
INV = 467.24 .,\ ,.,.•.., RIM= 489.27
WATERSEMENT:t ME431T ' RIM= gBS:iD A.D. _ -2.50
_ Y -
T T __________ -- -- yS 1 1 _ 18 IE =485.67 -
w
4 I \< T . ^T 1:..T T -L 18
]E=483-60 : w
T-a ,.z- T : �. T'. ' :. T " -._ K ao:oo - -
w >
ma
Y/
y \ -- - -- -
I ST i T _ _... -5_ - - r
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�c I - •. -�__: 1 - X327 -466 �
APPROXIMATE L , ° _ -` . `w' -.. __ -�__ - : _ - _. ..... .ti `,; -.-; _. ... `.: '7- __ (-. -
..___ OCATION EX. 8 WATERMAI f . r X. S[T
I I
___
_ S S ;'. -./ -i- ASPH nLP' 1 - -�'1-'- - - '
APPROXIMATE LOCATION EX. 24" SA 'SEWER ' -
- . 2 +00 -. _: __- -�. -- .- __ - -5..5 SS S SS-2 -_-
O �� I _ ..3+00 �00 � 1Z` -ADS - � _ S"I S
N o �- I / B +OG - - ---r
c H SSNC.a 5.98 6 +00 EX. SSMH MORGAN C U
as RIMX467D85 _ s +ao 78LF 8 ;SSMH 1:
_ �. s +oo _ � 1
aLL INV = 460.25 18° RIM= 481.40 I ~- -- STA'3 +25.16,4RT.
. -- - - -- - , . : RIM = 487.91±
INV= 472.32 RIM= 470.631 NC 3T (SE 128TH �n REMOVE GUARDRAIL EX SSMH INV= 470.72 OUT
RIM -49181 N�46 & V� 4TH +-INV-- 17 0.8` IN
-
INV= 47667(24 °E) p L. �V �_E _._.
-
- --r- -. -
-- - -- - - -- - - - - -- ` - -HORN.- SGALE, 1 + -40' -- `- - - - - --
EX SSMH !NOTE: :. VERT. SCALE: 1'1 =101
RIM= 47163 SIDE SEWERS TO LOTS 2!3, & 4 AT DATUM ELEV
INV= 456.00 (24"E)
3 0 1.07. GRADE RELEASE REQUIRED. 450.00
e B 6' CONC. SIDEWALK
d-a :HIM rnm cq ino rn
g W /VERTICAL CONC. CURB & GUTTER c� o
PER CITY OF RENTON STDS. u ^ ro m _ 00 m .0' co m a
o \ n CL
N m a CITY OF RENTON
:SANITARY SEWER:.. NOTES AND SPECRCATIONS'. : 2+00. 3 +00 4 +00 5 +00 ,.
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE -
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON APROPERLY
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
4 PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7cATiON) OF
SPECIFICATIONS. / STANDARDS AND OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO AN'!
LATEST EDITION OF THE WSDOT APWA
" CONSTRUCTION. THE CURRENT BRIDGE OF WASHINGTON STANDARD INCLUDE NECESSARY
S FOR
0 0 o y ROAD AND BRIDGE CONSTRUCTION.THIS SHALL. INCLUDE NECESSARY
°. o. ° m 2. THE HOURS'OF WORK IN THE STREET RIGHT OF WAY SHALL BE B.PLANSAPPROVEO BY THE CITY OF RENTON, DEVELOPMENT STATE WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND
s s LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS 'OTHERWISE SERVICES DIVISION. SHALL TAKE PRECEDENCE OVER ALL OTHER BRIDGE. CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING - 295102 APPROVED IN WRITING BY THE TRANSPORTATION: .DIVISION AT 277- PLANS. OF WELL A PL BOTTOM OR THE TOP IO THE REQUIR D BEDDITERIAL
6222:, ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE : AS WELL. AS PLACEMENT AND COMPACTION ENTIRE BEDDING OF u'
MATERIAL TO UNIFORM GARDE SG. THAT THE EN EE LENGTH OF THE
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 bENSEUNYIELDING . BASE. SYlUPE
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 WA3y.
NOTIFIED 24 HOURS IN ADVANCE.
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN PIPE.
AS BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN H NF• 'o
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD NYL CHLORIDE (PVC)
STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR 16. SANITARY SEWER PIPE SHALL BE POLYVI
SPECIFlCATIONS.FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" LICENSED PROFESSIONAL SURVEYOR. RUBBER GASKETED ASTM 3034; SDR 35, OR DUCTILE IRON CLASS 50. I
PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS �' 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 .p,,11392 FOR APPROVAL
STANDARD SPECIFICATIONS. - PIPE IN LAYERS NTH -A -LOOSE AVERAGE DEPTH- 'OF -6'- INCHES, AND MAXIMUM 18 INCH ABOVE -: FINISHED - GRADE. IN PAVED:. AREA,
COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. �a• II
z MAXIMUM DEPTH OF INCHES, THOROUGHLY TAMPING EACH LAYER TO �SIONAL Y:c" gy
O 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE 95% OF MAXIMUM DENSITY: THESE COMPACTED LAYERS MUST EXTEND -
AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR T0. THE
TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR SIDE OF THE TRENCH. MATERIALS TO. COMPLETE THE FlLL OVER PIPE 3: EXPIIt6 11/30/02 BY
_; '� w DISTURBANCE. SHALL BE THE SAME AS DESCRIBED. AVOID CUTTING UNDERGROUND BY
d w
(if UTILITY' ONES. IT'S COSTLY
:. r. 5 A PRE CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING.
d" BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND : UNDERGROUND SERVICE (USA)
THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY : MECHANICALLY COMPACTED. CUTS'INTO THE EXISTING ASPHALTSHALL CHECKED. FOR COMPLIANCE NOTE'
? : BE 14EATUNE CUT WITH SAW IN A CONTINUOUS' LINE. A TEMPORARY. STANDARDS L. C a d I I :i..
�- PERMITS PRIOR TO STARTING CONSTRUCTION (INSPECTION WILL BE. TO 'CITY EXISTING. UTILITY LOCATIONS SHOWN. HEREON ARE APPROXIMATE ONLY
o w : MIX (PATCH MUST BE PLACED IMMEDIATELY AFTER. BACKFILL AND " �"
befo a you
ACCOMPLISHED BY -A REPRESENTATIVE OF. THE CITY OF RENTON). IT IN '� � :. : : � IT SHALL BE THE CONTRACTOR'S :RESPONSIBILITY T01 DETERMINE THE i
rn
COMPACTION: 'A PERMANENT HOT MIX PATCH SHALL BE PLACED WITH
m RESPONSIBILITY TO TIFY, THE - Z'.� -�i SHALL.BE THE CONTRACTORS RESPONS BLTY 0 O i T TANDARDS. � � � : : �. DATE 3 Z. � : '� EXACT! VERTICAL AND'' HORIZONTAL '. LOCATION! OF ALL EXISTING UNDER-
INSPECTOR .
N rn z 10 DAYS AND PER CITY OFRENTON.CURREN S
24 HOURS IN. ADVANCE OF..BACKFIWNG:ALL � � : � � � � i. � �: i '
� D� .GROUND UTILITIES PRIOR COMMENCING CONSTRUCTION.
- 9
o z ? N CGNSTRUCP.ON. 13. DATUM SHALL BE CITY OF RENTON U.S C AND G.S.: : : DATE3�1n� REPRESENTATION IS MADE' THAT ALL EXISTING :. UTILITIES ARE SHOWN
w HEREON. THE ENGINEER: ASSUMES NO RESPONSIBILITY FOR UTILITIES
I - TRUCPONSIBLE FOR THEM MEANS :METHODS D1TE SHOWN IN THEIR :'P OP LOCATION.
.,. w 6.. CONTRACTOR 5 SOLELY 14. ALL AREAS SHALL BE 'SEEDED AND OR : � -800-:424-5555 NOT SHOWN -0R UTILITIES PROPER LO N
1
-
AND SEQUENCES IOF CONSTRUCTION AND FOR THE SAFETY OF WORKERS OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT ' CALL BEFORE YOU DIG. 1-800-424-5555
AND OTHERS ON!THE CONSTRUCTION SITE. FOR' THE PREVENTION OF ONSITE'EROSION AFTER: THE COMPLETION OF
0: CONSTRUCTION: : 1673 -4 -ENG 7 rev dwg'. 3-7-02 344144 pm VEST
Z'
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/c2 SCANNED MAR Z 6:1 7003
-
0
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o '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 -
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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
� am.
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
FR�
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