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9
8
7
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A I B I C
6" TOP COURSE OF
3/4" MINUS W.S.D.O.T.
9- 03.9(3) 95% COMPACTION
SELECT BACKFILL J
OR NATIVE MATERIAL =I
SUBJECT TO ENGINEER APPROVAL.
COMPACTED IN 8" MAX. LIFTS
TO 95% DENSITY.
12" BASE COURSE
OF 1 1/4" MINUS
W.S.D.O.T. 9- 03.9(3)
95% COMPACTION
BEDDING & PIPING
ZONE MATERIAL
W.S.D.O.T. 9- 03.12(3)
5 GOLF COURSE TURF. ---
REPLACE PER SPECIFICATIONS.
CONTRACTOR SHALL IMMEDIATL
MAINTAIN REPLACED TURF OR
REPLACE ALL DAMAGED TURF
WITHIN THE FAIRWAY GRADING
CATCH POINTS THROUGHOUT
CONSTRUCTION.
4
3
2
1
D F F G H I
— HYDROSEED PER
SPECIFICATIONS
i I K
SAW CUT EXISTING
PAVEMENT OUTSIDE OF
ORIGINAL EXCAVATION,
1' -0" MIN. SEAL EDGES W/
LIQUID ASPHALT & ,SAND
L I M I N 0 1 P
Im
SAW CUT
SELECT BACKFILL
OR NATIVE MATERIAL
I�I�I SUBJECT TO ENGINEER APPROVAL.
NATIVE BACKFILL 0.17' MIN. CLASS "B" 311�II�I1
COMPACTED TO 85% ASPHALT CONC. PAVEMENT I I COMPACTED IN 8" MAX. LIFTS 9
COPPER TRACER WIRE 3` -6" DENSITY 1' -0" % TO 95 DENSITY.
(PVC /HDPE ONLY) MIN. COVER MIN. -
3' 0 "' (MIN )'
COPPER TRACER WIRE •
(PVC /HDPE ONLY) - I.._ _
8" TOP SOIL SAND,
60/40 MIXTURE
NATIVE MATERIAL OR SAND - PIPE 0_D.
SUBJECT TO GOLF COURSE
APPROVAL COMPACTED IN 8"
LIFTS TO 85% MAX. DENSITY
6„
ZONE MATERIAL
W.S.D.O.T. 9- 03.12(3)
MAXIMUM
TRENCH WIDTH
SHALL BE 1.5' PLUS
1 -1/2 TIMES PIPE
O.D. OR 2.5'
WHICHEVER IS
GREATER (TYPICAL)
GOLF COURSE FAIRWAY AREAS
SECTION D -
NTS_ 11TYP.
2 RECORD DRAWINGS
1 ISSUED FOR CONSTRUCTI(
NO. REVISION
A B
# Y
SURVEYED: -
DESIGNED: J_E.
DRAWN: R.B
CHECKED: G.P
APPROVED: -
RB 1/061 GP
RB I D/Qj GP
BY DATE APPR
C D
SCALE: AS
1I��IbI
2" TOP COURSE OF
WHERE ABUTTING
�ICII 1
12" MIN. N
NTO E
PIPE O.D_
3/4" MINUS W.S.D.O.T.
EXISTING ASPHALTIC
EXISTING SLAB 4
I (PVC /HDPE ONLY)
9- 03.9(3) 95% COMPACTION
I
PAVEMENT
14 GA.COPPER TRACER 'WIRE
MAXIMUM
TRENCH WIDTH
SHALL BE 1.5' PLUS
(PVC /HDPE ONLY)
1 -1/2 TIMES PIPE
O.D. OR 2.5'
SELECT BACKFILL, COMPACT IN W
WHICHEVER IS
GREATER (TYPICAL)
W t� -f53 vE
GRAVEL ARE-4S
8
SECTION A
NTS. 11TYP.
COPPER TRACER WIRE •
(PVC /HDPE ONLY) - I.._ _
8" TOP SOIL SAND,
60/40 MIXTURE
NATIVE MATERIAL OR SAND - PIPE 0_D.
SUBJECT TO GOLF COURSE
APPROVAL COMPACTED IN 8"
LIFTS TO 85% MAX. DENSITY
6„
ZONE MATERIAL
W.S.D.O.T. 9- 03.12(3)
MAXIMUM
TRENCH WIDTH
SHALL BE 1.5' PLUS
1 -1/2 TIMES PIPE
O.D. OR 2.5'
WHICHEVER IS
GREATER (TYPICAL)
GOLF COURSE FAIRWAY AREAS
SECTION D -
NTS_ 11TYP.
2 RECORD DRAWINGS
1 ISSUED FOR CONSTRUCTI(
NO. REVISION
A B
# Y
SURVEYED: -
DESIGNED: J_E.
DRAWN: R.B
CHECKED: G.P
APPROVED: -
RB 1/061 GP
RB I D/Qj GP
BY DATE APPR
C D
SCALE: AS
1I��IbI
2" TOP COURSE OF
WHERE ABUTTING
�ICII 1
12" MIN. N
NTO E
COPPER TRACER WIRE
3/4" MINUS W.S.D.O.T.
EXISTING ASPHALTIC
EXISTING SLAB 4
I (PVC /HDPE ONLY)
9- 03.9(3) 95% COMPACTION
PAVEMENT
14 GA.COPPER TRACER 'WIRE
/
j6"
6" BASE COURSE
OF 1 1/4' MINUS
(PVC /HDPE ONLY)
SELECT BACKFILL, COMPACT IN W
W.S.D.O.T. 9- 03.9(3)
W t� -f53 vE
8
8 "LIFTS @ 95% MAX. GRADE 3
95% COMPACTION
3
PIPE O.D.
PIPE O.D.
�— COPPER TRACER WIRE
' P
_PIPE O.D.
ZONE MATERIAL
(PVC /HDPE ONLY)'
W.S.D.O.T. 9- 03.12(3)
6
BEDDING & PIPE
6
6°
ZONE
MATERIAL WSDOT
BEDDING & PIPING
9- 03.12(3)
CONSTRUCTION RECORD DRAWING NOTICE
ZONE MATERIAL
MAXIMUM C
These record. have been prepared based upon 2
2
W.S.D.O.T. 9- 03.12(3)
IS GREATER (TYPICAL) o
infor tion contained
7
MAXIMUM
provided by -I.the' Contractor, and by others HDR has not
MAXIMUM
TRENCH WIDTH
TRENCH WIDTH
provided to it and does not warrant the accuracy or
SHALL BE 1.5' PLUS
SHALL BE 1.5' PLUS
completeness; of these record drawings.: Users of this
1 -1/2 TIMES PIPE
information shall be solely responsible to verify any and
'1 -1 /2 TIMES PIPE
SECTION. E
E a
all information represented herein prior to any such use
iOO. OR 2:5'
O.D. OR 2.5'
of the information.
HOWN e
WHICHEVER IS
WHICHEVER IS
e CITY OF RENTON D
DATE: 1
GREATER (TYPICAL)
VERTICAL: NAVD 1988 E
GREATER (TYPICAL)
ECONOMIG AND ENGINEERING 1
1'47% Planning /Building /Public Works Dept.
ASPHALT AREAS
6
HYDROSEED AREAS
SECTION c
SECTION B
NTS. TYP.
NTS. TYP.
CONC. SLAB: AND #4 @ 24" OC., E.W.
REINFORCEMENT ® GRADE
NEW EXISTING
SAW CUT EXISTING, MATCH
CONC. THICKNESS (6 "MIN.) "
5
COPPER TRACER WIRE •
(PVC /HDPE ONLY) - I.._ _
8" TOP SOIL SAND,
60/40 MIXTURE
NATIVE MATERIAL OR SAND - PIPE 0_D.
SUBJECT TO GOLF COURSE
APPROVAL COMPACTED IN 8"
LIFTS TO 85% MAX. DENSITY
6„
ZONE MATERIAL
W.S.D.O.T. 9- 03.12(3)
MAXIMUM
TRENCH WIDTH
SHALL BE 1.5' PLUS
1 -1/2 TIMES PIPE
O.D. OR 2.5'
WHICHEVER IS
GREATER (TYPICAL)
GOLF COURSE FAIRWAY AREAS
SECTION D -
NTS_ 11TYP.
2 RECORD DRAWINGS
1 ISSUED FOR CONSTRUCTI(
NO. REVISION
A B
# Y
SURVEYED: -
DESIGNED: J_E.
DRAWN: R.B
CHECKED: G.P
APPROVED: -
RB 1/061 GP
RB I D/Qj GP
BY DATE APPR
C D
SCALE: AS
PROJECT NO
ONE INCH { HORIZONTAL: NAD 1983/1991 Kennedy /JenKS SERVICES, INC. 3 -01- 358
COIISUItalitS M_APCEWOOD
AT FULL SCALE 10900 NE 4TH STREET, SUITE 1110 r _ REVISION NO.
WATER'TRcATMENT AND GOLF COURSE IMPROVEMENTS 2`
32001 32nd Ave. S., Suite 100 BELLEVUE, WASHINGTON 98004
IF NOT ONE INCH DATUM Federal Way, Washington 98001 sHT No.
SCALE ACCORDINGLY Y 9 PORTLAND, OR /BELLEVUE, WA / KENNEWICK, WA /OLYMPIA, WA UTILITY DETAILS ,2 OF —;1 — —
E
1I��IbI
4 GR60 @ 24" OC. EPDXY
�ICII 1
12" MIN. N
NTO E
4
EXISTING SLAB 4
14 GA.COPPER TRACER 'WIRE
(PVC /HDPE ONLY)
SELECT BACKFILL, COMPACT IN W
6"
W t� -f53 vE
8 "LIFTS @ 95% MAX. GRADE 3
3
PIPE O.D.
BEDDING &'PIPING '
' P
ZONE MATERIAL
W.S.D.O.T. 9- 03.12(3)
6°
CONSTRUCTION RECORD DRAWING NOTICE
MAXIMUM C
These record. have been prepared based upon 2
2
. :
IS GREATER (TYPICAL) o
infor tion contained
provided by -I.the' Contractor, and by others HDR has not
verified the :accuracy or completeness of the information
provided to it and does not warrant the accuracy or
completeness; of these record drawings.: Users of this
information shall be solely responsible to verify any and
SECTION. E
E a
all information represented herein prior to any such use
NTS. TYP. o
of the information.
HOWN e
e CITY OF RENTON D
DATE: 1
1
VERTICAL: NAVD 1988 E
ECONOMIG AND ENGINEERING 1
1'47% Planning /Building /Public Works Dept.
ONE INCH { HORIZONTAL: NAD 1983/1991 Kennedy /JenKS SERVICES, INC. 3 -01- 358
COIISUItalitS M_APCEWOOD
AT FULL SCALE 10900 NE 4TH STREET, SUITE 1110 r _ REVISION NO.
WATER'TRcATMENT AND GOLF COURSE IMPROVEMENTS 2`
32001 32nd Ave. S., Suite 100 BELLEVUE, WASHINGTON 98004
IF NOT ONE INCH DATUM Federal Way, Washington 98001 sHT No.
SCALE ACCORDINGLY Y 9 PORTLAND, OR /BELLEVUE, WA / KENNEWICK, WA /OLYMPIA, WA UTILITY DETAILS ,2 OF —;1 — —
E