HomeMy WebLinkAboutD-322501N
N CO
M CB# 1 TYPE 1
CTL. A STA 0+ 60.209 0.O'RT.
N SEE SECTION B -B
C
Cn JO
END NEW PAVING
CTL. A STA 0 +54.02 ,
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Q,; CONTROL LINE INTERSECT FORM 3 --INCH HIGH ASPHALT BERM
�,- CTL. A STA. 0 +75.00 TO DIRECT FLOW TO NEW PAVEMENT
CTL. B STA. 0+51.52 (BOTH SIDES)
JI
�
SURFACE FLOW LINE, TYP. HOQUTAM PL
EP, STA 1 +81 SITE ACCESS
SAWCUT EX ASPHALT
NEW PAVING CORNER STAKE START NEW PAVING TO SOUTH AP CONTROL LINE
NP. STA 1 +06.28
CORNER STAKE
0,
C�j
0 +00 1 +OC
CONTROL LINE "B" o ._+._.
REMOVE AND RESTORE ROCK WALL ': PC cn
SEE SECTION -- PT.
EXIST. CB TYPE I /
O B 49'59'2 "'
X
A/`% +
,/ / CENTER OF RADIUS
CTL. B STA 0 +67.5, 30'RT.
INSIDE CURVE, CTL. B:
/ 1
PC STA. 0+65.5, 5.0' RT.
PT STA. 0+48.4, 13.9' RT.
1 A
OXO EA ENT - 20'X 66'
1 BARTH EASEMENT
RECORDING # 200503M000003
13#2 TYPE 2, 48 "0
0+15.21, 7.0' LT.
SEE SECTION A--A
`-EXISTING GRAVEL RD
NEW GRAVEL ROAD
DETAIL A--A, SHEET 2
MATCH EXISTING GRADE
END GRAVEL ROAD
CTL. A STA 0+13.57
c STA 2 + 00
2+95.7
C; '
J t2 +00
1
j *
/
1
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rKtJtr�vc - vi j �
ROUNDED ROCK DITCH
� l
L
420.
13 LF 8" DI SD
® � 0.45%
410:
TURNINGILME ON CB
0 +00 0 +50
STORM AND DWY CL. PROFILE
CONTROL LINE "A"
1+00
SCALE:
HOR. 1 "= 20'
VER. 1 "= 10'
SEE KYLE II SHORT PLAT
TED402832
0 20' 40'
1:240
410
CONTROL LINE "B° PROFILE, CL 20' ESMT
$ (1) AS- BUILT INFO AND NOTES AOOLD BY CITY OF RENTON DWC 10/06/ SURWYED: ScAl•
NA ►�Olntoi � w� is
AS SHOWN
DESKWD
ROR, DK
RN, owc
dw "c"
CMECKEI> AT /ML >f01"
s WT aE mcm
NO. REVISION BY DATE APPR 'Q"t NCcomm0"'
go
IF
ROLL 2
s 6
. F III
PAY LIMIT FOR TRENCH BACKFILL
49-0 , FOR 12 , 8 to & 6 STORM
AND SANITARY SEWER LINES
SEE DETAIL FOR SURFACE
RESTORATION REQUIREMENTS
TRENCH BACKFILL MATERIAL
NATIVE IF APPROVED BY ENGINEER,
OR IMPORT PER SECTION 9 -03.19
(BANK RUN GRAVEL).
PROPOSED 8 "- 6" SEWER PIPE
12 - 8" STORM PIPE
8" WATER PIPE (STORM)
FOR SEWER PIPE AND STORM PIPE:
PIPE ZONE MATERIAL PER SECTION
9 -03.16 BEDDING MATERIAL FOR
THERMOPLASTIC PIPE.
t
EXCAVATION OF UNSUITABLE SOIL (IF NEEDED)
DEPTH AS APPROVED BY ENGINEER.
BACKFILL WITH FOUNDATION MATERIAL
(2'- 4" QUARRY SPALLS)
SANITARY SEWER, STORM, AND WATER PIPES
TYPICAL TRENCH I AND BACKFILL
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY
EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE
HAND TAMP ONLY.
4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE
FLOW LINE IS MAINTAINED.
5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS
BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN
THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM.
NOTES:
EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN.
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES.
CALL 48 HOURS BEFORE YOU DIG
1- 800 - 424 -5555
1. ELEVATIONS BASED ON EX TYPE 1 CB RIM IN SR -900, ADJUSTED TO NAVD 1988.
SURVEYOR TO TIE TO CITY DATUM AND ADJUST DESIGN ELEVATIONS AS NEEDED.
WA
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G I S1E?
ORIGINAL PLANS STAMPED BY:
RONALD J. STRAKA ON: 3/17/06
PE /29727 EXPIRES. 10/16/06
�s CITY OF
RENTON
Planning /Building /Public Works Dept.
0315
RECOMMENDED
FOR APPROVAL
BY Daniel Carey 3/17._ /05
By
AS-BUILT
AS -BUILT SURVEY BY DRYCO SURVEYING
STAMPED AND SIGNED BY:
G. PHIL SARGENT PLS 134145 ON 7 -29 -05
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Lys Hornsby Date 3/17 0
Ray Sted, for mcrbet sunhoulDate 3/17/0
Date
HOQUTAM PL NE / SR -900
STORM SYSTEM PROJECT
STORM AND DRIVEWAY PLANS
3/16/05
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EX CB TYPE 1
RIM
= EL..
EX
.42.7.90
12 "NW IE= 424.66
REMOVE
EX 6 "SW IE =425.3
NEW
8 "SW IE= 425.02
..................
.....
......
...........
...................
CB #2,
TYPE 11 :48 "0
STA 0+15.219 7.0'
LT.
CB #1 lU
RIM EL.
„
435.3
STA. 0+ 60.20, 0.0'
RT.
............:.
12 NW
.
SW
X8±
IE =
.I.E
431.0
.425.61
RIM EL. 4.0
1f
434.18
--
12 SE IE= 1.
431.27
EX
440
......................
FENCE
LOPE ..NEW
ASPHALT ROAD
0.52'C
TO DRAIN TO C13 -1
SEE
SECTION A -A
-4.64%
FOR
EX UTI LITI ES
�.�
�--- 1.5%
AND
DETAILS
430
.. .. ....................
L
420.
13 LF 8" DI SD
® � 0.45%
410:
TURNINGILME ON CB
0 +00 0 +50
STORM AND DWY CL. PROFILE
CONTROL LINE "A"
1+00
SCALE:
HOR. 1 "= 20'
VER. 1 "= 10'
SEE KYLE II SHORT PLAT
TED402832
0 20' 40'
1:240
410
CONTROL LINE "B° PROFILE, CL 20' ESMT
$ (1) AS- BUILT INFO AND NOTES AOOLD BY CITY OF RENTON DWC 10/06/ SURWYED: ScAl•
NA ►�Olntoi � w� is
AS SHOWN
DESKWD
ROR, DK
RN, owc
dw "c"
CMECKEI> AT /ML >f01"
s WT aE mcm
NO. REVISION BY DATE APPR 'Q"t NCcomm0"'
go
IF
ROLL 2
s 6
. F III
PAY LIMIT FOR TRENCH BACKFILL
49-0 , FOR 12 , 8 to & 6 STORM
AND SANITARY SEWER LINES
SEE DETAIL FOR SURFACE
RESTORATION REQUIREMENTS
TRENCH BACKFILL MATERIAL
NATIVE IF APPROVED BY ENGINEER,
OR IMPORT PER SECTION 9 -03.19
(BANK RUN GRAVEL).
PROPOSED 8 "- 6" SEWER PIPE
12 - 8" STORM PIPE
8" WATER PIPE (STORM)
FOR SEWER PIPE AND STORM PIPE:
PIPE ZONE MATERIAL PER SECTION
9 -03.16 BEDDING MATERIAL FOR
THERMOPLASTIC PIPE.
t
EXCAVATION OF UNSUITABLE SOIL (IF NEEDED)
DEPTH AS APPROVED BY ENGINEER.
BACKFILL WITH FOUNDATION MATERIAL
(2'- 4" QUARRY SPALLS)
SANITARY SEWER, STORM, AND WATER PIPES
TYPICAL TRENCH I AND BACKFILL
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY
EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE
HAND TAMP ONLY.
4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE
FLOW LINE IS MAINTAINED.
5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS
BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN
THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM.
NOTES:
EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN.
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES.
CALL 48 HOURS BEFORE YOU DIG
1- 800 - 424 -5555
1. ELEVATIONS BASED ON EX TYPE 1 CB RIM IN SR -900, ADJUSTED TO NAVD 1988.
SURVEYOR TO TIE TO CITY DATUM AND ADJUST DESIGN ELEVATIONS AS NEEDED.
WA
0
n
�ltxxxxx
G I S1E?
ORIGINAL PLANS STAMPED BY:
RONALD J. STRAKA ON: 3/17/06
PE /29727 EXPIRES. 10/16/06
�s CITY OF
RENTON
Planning /Building /Public Works Dept.
0315
RECOMMENDED
FOR APPROVAL
BY Daniel Carey 3/17._ /05
By
AS-BUILT
AS -BUILT SURVEY BY DRYCO SURVEYING
STAMPED AND SIGNED BY:
G. PHIL SARGENT PLS 134145 ON 7 -29 -05
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Lys Hornsby Date 3/17 0
Ray Sted, for mcrbet sunhoulDate 3/17/0
Date
HOQUTAM PL NE / SR -900
STORM SYSTEM PROJECT
STORM AND DRIVEWAY PLANS
3/16/05
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I
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s
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