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CN c CB# 1 TYPE 1
� CTL. A STA 0+60.20, 0.O'RT.
N SEE SECTION B—B
Q� END NEW PAVING
CTL. A STA 0+54.02 2SMH
C \'
/
0+00
CONTROL LINE "B" --�-
,
REMOVE AND RESTORE ROCK WALL
SEE SECTION A -A '
,
EXIST. CB TYPE I
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CB#2 TYPE 2, 48"0
CTL. A STA 0+ 15.21 , 7.0' LT.
SEE SECTION A -A
EX CB TYPE I 0
RIM = EL ��- 427.90
.................................... . ................. .... ......-
EX 12"NW IE=424.66
REMOVE EX 6"SW IE=425.3
NEW 8"SW I E=425-2,5_ 425.02
440: . ...... .......... .I...... ....:.
SEE SECTION A -A
FOR EX UTI LITI ES
AND DETAILS
430............ ... -- --- -:.
CONTROL LINE INTERSECT
CTL. A STA. 0+75.00
CTL. B STA. 0+51.52
9
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�; i , a- zi . 2
FORM 3-INCH HIGH ASPHALT BERM
TO DIRECT FLOW TO NEW PAVEMENT
(BOTH SIDES)
SURFACE FLOW LINE, TYP. HOQUTAM PL NE
EP, STA 1 +81
SAWCUT EX ASPHALT
NEW PAVING CORNER STAKE
START NEW PAVING TO SOUTH
AP CONTROL LINE
' TYP. STA 1 +06.28
CORNER STAKE
STA 2+00
±7
- -
77Z—o
--- - - - - — -- -- --
- --��
2 + 0 0 L �5 S
/ /
----
Pui /�
-
-71
U1
49°59'2"
CENTER' OF RADIUS
CIS. B STA 0+67.5, 30'RT
INSIDE CURVE, CTL. B:
PC STA. 0+65.5, �5.0'RT./
PT STA. 0+48.4, T\3.9�"RT.
- EASEMENT - 20'X 66'
O BARTH EASEMENT
RECORDING # 20050309000003
�-- EXISTING GRAVEL RD
NEW GRAVEL ROAD
DETAIL A —A, SHEET 2
MATCH EXISTING GRADE
END GRAVEL ROAD
CTL. A STA 0+13.57
�.............. -- ----------------
CB#2, TYPE 11=48"0
STA 0+ 15.21 , 7.0' LT. O
CB :
RIM EL. 5.8± 435.3 STA.0+60.20, 0. 0' RT.
12"NW IE=4 85 431.0 RIME. 4.0 . 434.18
-
8 SV�1 IE 5: 425:6f- - 12"SE I E = 1 .: 431.27
EX
FENCE
420........ .......
13 LF 8" DI SD
@ 0.45%
410-...... -- ----------------------------------------{
SLOPE NEW ASPHALT ROAD
---
45 LF 12" CPEP SID
@ -0--5a 0.60% Cx U r
1 - \ . 4 = .24:
------------------ - --------
TURNING LINE ON CB
0+00 0+50 1 +00
STORM AND DWY CL. PROFILE SCALE:
HOR. 1 "= 20'
CONTROL LINE "A" VER. 1 "= 10'
-
L,C
T E E;
-_ Ii L
C
PRESERVE -RESTORE J
ROUNDED ROCK DITCH
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-x S��
STA, z
2+95.7
SITE ACCESS
PAY LIMIT FOR TRENCH BACKFILL
4'-0" FOR 12", 8" & 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.
L
Imo-- EXCAVATION OF UNSUITABLE SOIL (IF NEEDED)
a a a a DEPTH AS APPROVED BY ENGINEER.
J BACKFILL WITH FOUNDATION MATERIAL
(2'— 4" QUARRY SPACES)
" SEE KYLE II SHORT PLAT
i
TED402832 SANITARY SEWER, STORM. AND WATER PIPES
TYPICAL TRENCH BEDDING AND BACKFILL
NOTES:
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- - -- - 1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
1 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY
\ EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE
0 20 40 HAND TAMP ONLY.
�! 1
4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE
FLOW LINE IS MAINTAINED.
I I 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS
BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN
THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM.
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............................................................... -----------...---.....---------...------ --- ------ ---- ----- z-------- c
470:......................................... >
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wr
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.................:............................... ..460 NOTES:
N
o + q EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN.
o
w CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES.
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450.................................................... ......... CALL YOU DIG
EX. 6'WOOD NEW ASPHALT PAVING STA. 0+:36 TO STA. 1 +81 48 HOURS BEFORE
FENCE SEE SECTON C-C 1-800-424-5555 N
MATCH EXISTING GRADE EXCEPT NEAR SSMH
- - ... _ —900, AD
8
440 ................... -
........................................................ ............... _� 9; ELEVATIONS BASED ON EX TYPE 1 CB RIM IN SR ADJUSTED TO NAVD 1
SURVEYOR TO TIE TO CITY DATUM AND ADJUST DESIGN ELEVATIONS AS NEEDED.
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-
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k. ..��I ...�... .�— - .J �........ .....
430.. . ---- --. --- ........ - -.TUB
SR 900 MINOR FILL NEEDED SOUTH AND WEST
A. +�, OF SSMH, APPX. 0.1' TO 0.5'
J 9\
'SrtU ' —428,
420
CONTROL LINE "B" PROF LE, CL 20' ESMT
0 AS -BUILT INFO AND NOTES ADDED BY CITY OF RENTON DWC 110/06/03 SURVEYED: SCALE:
NA AS SHOWN
DESIGNED:
RDR, DWC
DRAWN:
RDR, DWC
ONE INCH
CHECKED: AT FULL SCALE
DWC/ RS IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
IRS
Do322410
ORIGINAL PLANS STAMPED BY:
RONALD J. STRAKA ON: 3/17/05
PE #29727 EXPIRES: 10/16/05
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 #34145 ON 7-29-05
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Lys Hornsby Date3/17/05
Ray Sled, for Michael StenhouDate 3/17/05
Date
- DATE:
VERnCA:- NAVD 1988 HOOUTAM PL NE / SR-900 3/1 6/05
HORIZONTAL- NAD 1983/1991 CITY OF FIELDBOOK:
\ R E f� TO N STORM SYSTEM PROJECT PAGE:
-- DRAWING NO:
Planning/Building/Public Works Dept. STORM AND DRIVEWAY PLANS
SHEET: OF:
1 2
CC ,Ivi`1 0 OCT 2 8 Di 1