HomeMy WebLinkAboutS-295102PVI STA = 1 +75
PA ELF V = 484.44
\ z I a d A.D. _ -6.22
H� K =24.11
ro150.00 VC - w
e a
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 -
- -- � --
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 -
tYa/
-
^ +
'
,
:
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
o :
' .
p =S
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
_ �_ i_ _��
�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'
W
/c2 SCANNED MAR Z 6:1 7003
-
0
� ft f1
,Ik tl
� R .� t
_•