HomeMy WebLinkAboutMEP2002-00032 - MEP Plot / Site Plans - 4/24/2002PORT OF SHELTON
FENCING PROJECT #02-17-1
FEDERAL A VIATIONADMINISTRATION (FAA) AIP PROJECT NO. 3-53-0069-08
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STATE II 41,102
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LEGEND
- - EXISTING FENCING TO REMAIN
EXISTING FENCING TO BE REMOVED
EXISTING FENCING TO REMOVE & REPLACE
—x— NEW FENCING
- - -- EDGE OF PAVEMENT/GRAVEL
PROPERTY BOUNDARY/LEASE BOUNDARY
INDICATES EXISTING TREELINE
DRAINAGE DISCHARGE POINT
DRAINAGE DITCH/SWALE
o #5 IRON BAR W/ YELLOW PLASTIC CAP SET
■ WOOD HUB & TACK SET
FOUND CONCRETE MONUMENT WITH BRASS CAP
® SET MAG NAIL
WATER SPIGOT
St
600 300
0
HATTON
GODAT
PANTIER
600
1200FT
SCALE, 1 "= 600'
Sheet Lindex
1. COVER SHEET
Z. SANDERSONFIELJ) FENCE REPLACEMENT I
3, SANDERSONFIELJ) FENCE REPLACEMENT II
4. SANDERSONFIELJ) FENCE REPLACEMENT III
5. SANDERSONFIEL I) FENCE REPLACEMENT IV
6. APPROACIIAREA FENCING I
7. APPROACH AREA FENCING II
8. APPROACHAREA FENCING III
9 AT-leE —ROACHAREA FENCING IV
10. APPROACIIAREA FENCING V
11. DETAILS
PROJECT TEAM
ENGINEER;
HATTON GODAT PANTIER
1840 BARNES BL VD SW
TUMWATER, WA 98512
(360) 943-1599
FAX (360) 357-6299
CONTACT DA VE SPILLER
SURVEYOR:
HOLMAN AND ASSOCIATES
PO BOX 2379
SHELTON, WA 98584
(360)426 2990
FAX (360) 427-2865
CONTACT: DAN HOLMAN
BIOLOGIST
COOT COMPANY
416 S WASHINGTON
OL YMPIA, WA 98501
(360) 352-9897
FAX (360) 352-9918
CONTACT: STEVE SHANEWISE
OWNER;
PORT OF SHELTON
450 W BUSINESS PARA'ROAD
SHELTON, WA 98594
(360) 426-1151
FAX (360) 427-0231
CONTACT,• SCOTT DUNCAN
DESIGNED BY:
•
CHECKED BY:
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AGENCY NO, 02-17-1
SHEET: 1 OF 11
(01-000)
INDEX: 01-187cov.dgn
JOB: 01-187
a-0Ann1111.111IDl11_,G].w• Ann A... 90 TrtnO v2M cc <i ioco'/m,,cn DI
1.7
25
0
50
100FT
SCALE: 1"= 50'
l
e\M.MMp,d RAnn Ar. 1a OMO .11.7.1 b iocovmm70 CI
-X
X
X-
N.
N
N
xI
X
X
X
X
itoo-
REMOVE`
EXISTING FENCE NORTH ..„
OF NEW FENCE L I NE
BEGIN REMOVAL AND
REPLACEMENT OF
EXISTING 4' FENCE
INSTAL:.
385 LF kriIEW
6' FENCE
INSTALL
NEW CORNER FENCE POST
CONNECT TO
EXISTING 6' FENCE SOUTH
OF NEW FENCE LINE
CONSTRUCTION SEQUENCE
1. CONTRACTOR SHALL TEMPORARILY REMOVE CHAIN LINK FABRIC
FROM EXISTING FENCE TO ALLOW FOR INSTALLATION OF NEW FENCE
POSTS. THE AMOUNT OF TEMPORARILY REMOVED FENCE SHALL BE
LIMITED TO A MAXIMUM OF FIFTY (50) FEET AT ANY ONE TIME ALL
EXISTING FENCE SHALL BE RE -INSTALLED AT THE END OF EACH
WORKING DAY.
2. NEW FENCE PPOSTS SHALL BE SET PLUMB AND TO THE REQUIRED
GRADE ALIGNMENT. NEW FENCE POSTS SHALL BE INSTALLED NO MORE
THAN 6 INCHES FROM EXISTING FNECE LINE.
3. CONCRETE SHALL BE THOROUGHLY COMPACTED AROUND THE POSTS
BY TAMPING OR VIBRATING. THE CONCRETE SHALL HAVE A SMOOTH
FINISH SLIGHTLY HIGHER THAN THE GROUND AND SLOPED TO DRAIN
AWAY FROM THE POSTS. NO MATERIAL SHALL BE INSTALLED ON THE
POSTS, NOR SHALL THE POSTS BE DISTURBED IN ANY MANNER WITHIN
7 DAYS AFTER THE INDIVIDUAL POST FOOTING IS COMPLETED.
4. AFTER THE 7-DAY NON -DISTURBANCE PERIOD, THE CONTRACTOR
SHALL REMOVE THE EXISTING FENCE, INCLUDING POSTS AND
CONCRETE. PROVIDE NEW CHAIIN LINK MATERIAL ON THE NEW POSTS.
NO MORE THAN FIFTY (50) FEET OF FENCE SHALL BE OPEN AT ANY
GIVEN TIME. ALL OPENINGS IN THE FENCE SHALL BE CLOSED AT THE
END OF THE WORKING DAY
REMOVE
EXISTING 10"
PINE TREE
X
REMOVE
405 LF OF 4' CHAIN
LINK FENCE
INSTALL
NEW 6' CHAIN
L INK FENCE
NOTE: NEW CHAIN LINK FENCE SHALL FOLLOW
EXISTING FENCE ALIGNMENT CONTRACTOR
SHALL ESTABLISH CONTROL BASED ON
EXISTING FENCE LOCATION.
CONTRACTOR SHALL KEEP ALL
OPERATIONS NO MORE THAN
10 FEET NORTH OF EXISTING FENCE.
ALL ACCESS TO FENCE SHALL BE
MADE FROM SOUTH SIDE OF
EXISTING FENCE.
EX BUILDING
(T'P)
INSTALL
NEW 20' DOUBLE
SWING DRIVE GATE
i
REMOVE
510 LF OF 4' CHAIN
LINK FENCE
INSTALL
NEW 6' CHAIN
L INK FENCE
HATTON
GODAT
PANTIER
SPECIAL NOTE:
'INSTALL" SHALL MEAN, PROVIDE,
FURNISH AND INSTALL. INCLUDING
ALL MATERIAL, LABOR AND
EQUIPMENT REQUIRED.
TOPOGRAPHIC INFORMATION ON THIS SHEET
IS BASED ON INFORMATION PROVIDED BY THE
PORT OF SHELTON AND DOES NOT REPRESENT
A SURVEY BY HATTON GODAT PANTIER OR
HOLMAN AND ASSOCIATES.
THIS DRAWING DOES NOT REPRESENT A RECORD
DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT
PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON
MUST BE REVIEWED AND APPROVED BY HATTON
GODAT PANTIER.
NOTE: EXISTING UTILITY LOCATIONS SHOWN ARE FROM VARIOUS
RECORDS. CONTRACTOR TO FIELD VERIFY ALL UTILITIES
PRIOR TO CONSTRUCTION. "CALL BEFORE YOU DIG"
1-800-424-5555.
L
DESIGNED BY:
CHECKED BY:
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AGENCY NO, 02-17-1 1
SHEET: 2 OF 11
(01-000)
INDEX: 01-187afnC1. dgn
JOB: 01-187
SCALE: 1 "= 50'
cz
of
INSTALL
CORNER POST
WITH BRACING
@ EXISTING ANGLE
POINT IN FE: !CE
� � d
REMOVE
330 LF OF 4' CHAIN
LINK FENCE
INSTALL
NEW 6' CHAIN
LINK FENCE
NOTE: NEW CHAIN LINK FENCE
SHALL FOLLOW EXISTING
FENCE ALIGNMENT.
CONTRACTOR SHALL
ESTABLISH CONTROL
BASED ON EXISTING
FENCE LOCATION
INSTALL
CORNER POST
WITH BRACING
@ EXISTING ANGLE
POINT IN FENCE
REMOVE
425 LF OF 4' CHAIN
LINK FENCE
INSTALL
NEW 6' CHA I N
L 1 NK MICE
END FENCE REMOVAL
AND REPLACEMENT.
CONNECT NEW FENCE
TO EXISTING 6' FENCE POST.
CONSTRUCTION SEQUENCE
1. CONTRACTOR SHALL TEMPORARILY REMOVE CHAIN LINK FABRIC
FROM EXISTING FENCE TO ALLOW FOR INSTALLATION OF NEW FENCE
POSTS. THE AMOUNT OF TEMPORARILY REMOVED FENCE SHALL BE
LIMITED TO A MAXIMUM OF FIFTY (50) FEET AT ANY ONE TIME. ALL
EXISTING FENCE SHALL BE RE -INSTALLED AT THE END OF EACH
WORKING DAY.
2. NEW FENCE PPOSTS SHALL BE SET PLUMB AND TO THE REQUIRED
GRADE ALIGNMENT. NEW FENCE POSTS SHALL BE INSTALLED NO MORE
THAN 6 INCHES FROM EXISTING FNECE LINE.
3. CONCRETE SHALL BE THOROUGHLY COMPACTED AROUND THE POSTS
BY TAMPING OR VIBRATING. THE CONCRETE SHALL HAVEA SMOOTH
FINISH SLIGHTLY HIGHER THAN THE GROUND AND SLOPED TO DRAIN
AWAY FROM THE POSTS. NO MATERIAL SHALL BE INSTALLED ON THE
POSTS, NOR SHALL THE POSTS BE DISTURBED IN ANY MANNER WITHIN
7 DAYS AFTER THE INDIVIDUAL POST FOOTING IS COMPLETED.
4. AFTER THE 7-DAY NON -DISTURBANCE PERIOD, THE CONTRACTOR
SHALL REMOVE THE EXISTING FENCE, INCLUDING POSTS AND
CONCRETE. PROVIDE NEW CHAIIN LINK MATERIAL ON THE NEW POSTS.
NO MORE THAN FIFTY (50) FEET OF FENCE SHALL BE OPEN AT ANY
GIVEN TIME. ALL OPENINGS IN THE FENCE SHALL BE CLOSED AT THE
END OF THE WORKING DAY.
i EXISTIN.; 6' CHAIN
f LINK FENCE
1 TO REMAIN
HATTON
GODAT
PANTIER
SPECIAL NOTE:
"INSTALL" SHALL MEAN, PROVIDE,
FURNISH AND INSTALL. INCLUDING
ALL MATERIAL, LABOR AND
EQUIPMENT REQUIRED.
TOPOGRAPHIC INFORMATION ON THIS SHEET
IS BASED ON INFORMATION PROVIDED BY THE
PORT OF SHELTON AND DOES NOT REPRESENT
A SURVEY BY HATTON GODAT PANTIER OR
HOLMAN AND ASSOCIATES.
THIS DRAWING DOES NOT REPRESENT A RECORD
DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT
PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON
MUST BE REVIEWED AND APPROVED BY HATTON
GODAT PANTIER.
NOTE: EXISTING UTILITY LOCATIONS SHOWN ARE FROM VARIOUS
RECORDS. CONTRACTOR TO FIELD VERIFY ALL UTILITIES
PRIOR TO CONSTRUCTION. "CALL BEFORE YOU DIG"
1-800-424-5555.
DESIGNED BY:
CHECKED BY:
SCALE: H
EXPIRES 11-27-03
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AGENCY NO. 02-17-1
SHEET: 3 OF 11
(01-000)
INDEX: 01- 87afnc2.dgn
JOB: 01-187
50
25
0
50
100FT
BEGIN FENCE REMOVAL
AND REPLACEMENT.
CONNECT NEW 6' FENCE
TO EXISTING 8' FENCE POST
EXISTING 8' CHAIN
LINK FENCE WITH
3 STRANDS OF
BARBED WIRE
• C'
REMOVE
10 LF 5' CHAIN
LINK FENCE
1 NSTALL
NEW 6' CHAIN
LINK FENCE
REMOVE
EXISTING 50' WIDE GATE
INSTALL
NEW 6' HIGH 50' REMOVABLE
GATE. CONTRACTOR SHALL
FIELD MEASURE EXISTING
GATES PRIOR TO CONSTRUCTION
(SEE DETAIL SHEET 11 )
REMOVE
340 LF OF 5CHAIN
LINK FENCE •
1 NSTALL
NEW 6° CHAIN
LINK FENCE
NOTE: FENCE ON
CONCRETE PAVEMENT
EX BUILDING
(TYP)
CONNECT '
EXISTING 5' CHAIN
L INK FENCE TO NEW POST.
REPL ACE
EXISTING 6' MAN GATE
WITH NEW MAN GATE
NOTE: NEW CHAIN LINK FENCE
SHALL FOLLOW EXISTING
FENCE ALIGNMENT.
CONTRACTOR SHALL
ESTABLISH CONTROL
BASED ON EXISTING
FENCE LOCATION
J5 °14G
E�
EX BUILDING
REMOVE
145 LF 5' CHAIN
LINK FENCE
INSTALL
NEW 6' CHA I N
LINK FENCE
—INSTALL
CORNER POST
WITH BRACING
REMOVE
80 LF 5' CHAIN
LINK FENCE
INSTALL
NEW 6' CHAIN
LINK FENCE
END FENCE REMOVAL
AND REPLACEMENT.
CONNECT
NEW FENCE TO
EXISTING 6'
FENCE POST
EXISTING 6' CHAIN -- \�
LINK FENCE
r)(
riTh
SCALE: 1 "= 50'
HATTON
0 D A T
PANTIER
CONSTRUCTION SEQUENCE
1. CONTRACTOR SHALL TEMPORARILY REMOVE CHAIN LINK FABRIC
FROM EXISTING FENCE TO ALLOW FOR INSTALLATION OF NEW FENCE
POSTS. THE AMOUNT OF TEMPORARILY REMOVED FENCE SHALL BE
LIMITED TO A MAXIMUM OF FIFTY (50) FEET AT ANY ONE TIME. ALL
EXISTING FENCE SHALL BE RE -INSTALLED AT THE END OF EACH
WORKING DAY
2. NEW FENCE PPOSTS SHALL BE SET PLUMB AND TO THE REQUIRED
GRADE ALIGNMENT. NEW FENCE POSTS SHALL BE INSTALLED NO MORE
THAN 6 INCHES FROM EXISTING FNECE LINE.
3. CONCRETE SHALL BE THOROUGHLY COMPACTED AROUND THE POSTS
BY TAMPING OR VIBRATING. THE CONCRETE SHALL HAVE SMOOTH
FINISH SLIGHTLY HIGHER THAN THE GROUND AND SLOPED TO DRAIN
AWAY FROM THE POSTS. NO MATERIAL SHALL BE INSTALLED ON THE
POSTS, NOR SHALL THE POSTS BE DISTURBED IN ANY MANNER WITHIN
7 DAYS AFTER THE INDIVIDUAL POST FOOTING IS COMPLETED.
4. AFTER THE 7-DAY NON -DISTURBANCE PERIOD, THE CONTRACTOR
SHALL REMOVE THE EXISTING FENCE, INCLUDING POSTS AND
CONCRETE. PROVIDE NEW CHAIIN LINK MATERIAL ON THE NEW POSTS.
NO MORE THAN FIFTY (50) FEET OF FENCE SHALL BE OPEN AT ANY
GIVEN TIME. ALL OPENINGS IN THE FENCE SHALL BE CLOSED AT THE
END OF THE WORKING DAY.
SPECIAL NOTE:
'INSTALL" SHALL MEAN, PROVIDE,
FURNISH AND INSTALL. INCLUDING
ALL MATERIAL, LABOR AND
EQUIPMENT REQUIRED.
TOPOGRAPHIC INFORMATION ON THIS SHEET
IS BASED ON INFORMATION PROVIDED BY THE
PORT OF SHELTON AND DOES NOT REPRESENT
A SURVEY BY HATTON GODAT PANTIER OR
HOLMAN AND ASSOCIATES.
THIS DRAWING DOES NOT REPRESENT A RECORD
DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT
PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON
MUST BE REVIEWED AND APPROVED BY HATTON
GODAT PANTIER.
NOTE: EXISTING UTILITY LOCATIONS SHOWN ARE FROM VARIOUS
RECORDS. CONTRACTOR TO FIELD VERIFY ALL UTILITIES
PRIOR TO CONSTRUCTION. "CALL BEFORE YOU DIG"
1-800-424-5555.
s.
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SCALE; H
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0FG/STE
ONAL c�
EXPIRES 11-27-03
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AGENCY NO. 02-17-1
SHEET: 4 OF 11
(01-000)
INDEX: 01-187afnc4. dgn
JOB: 01-187
END FENCE REMOVAL
AND REPLACEMENT.
CONNECT
NEW FENCE TO
EXISTING 8'
FENCE POST
LJ\\I
FXI, ' CHAIN
__ \I
m� ti STING S ��;,.IN'
L INS'' FENCE WITH
3 S TRANDS OF
BARBED WIRE
TO REMAIN
REMOVE
63 LF OF 4' CHAIN
LINK FENCE
INSTALL
NEW 6' CHAIN
LINK FENCE
INSTALL
CORNER POST
WITH BRACING
REMOVE
205 LF OF 4' CHAIN
L INK FENCE
INSTALL
NEW 6' CHAIN
L INK FENCE
INSTALL
CORNER POST
WITH BRACING
CONSTRUCTION SEQUENCE
1. CONTRACTOR SHALL TEMPORARILY REMOVE CHAIN LINK FABRIC
FROM EXISTING FENCE TO ALLOW FOR INSTALLATION OF NEW FENCE
POSTS. THE AMOUNT OF TEMPORARILY REMOVED FENCE SHALL BE
LIMITED TO A MAXIMUM OF FIFTY (50) FEET AT ANY ONE TIME. ALL
EXISTING FENCE SHALL BE RE -INSTALLED AT THE END OF EACH
WORKING DAY.
2. NEW FENCE PPOSTS SHALL BE SET PLUMB AND TO THE REQUIRED
GRADE ALIGNMENT. NEW FENCE POSTS SHALL BE INSTALLED NO MORE
THAN 6 INCHES FROM EXISTING FNECE LINE
3. CONCRETE SHALL BE THOROUGHLY COMPACTED AROUND THE POSTS
BY TAMPING OR VIBRATING. THE CONCRETE SHALL HAVE A SMOOTH
FINISH SLIGHTLY HIGHER THAN THE GROUND AND SLOPED TO DRAIN
AWAY FROM THE POSTS. NO MATERIAL SHALL BE INSTALLED ON THE
POSTS, NOR SHALL THE POSTS BE DISTURBED IN ANY MANNER WITHIN
7 DAYS AFTER THE INDIVIDUAL POST FOOTING IS COMPLETED.
4. AFTER THE 7-DAY NON -DISTURBANCE PERIOD, THE CONTRACTOR
SHALL REMOVE THE EXISTING FENCE, INCLUDING POSTS AND
CONCRETE. PROVIDE NEW CHAIIN LINK MATERIAL ON THE NEW POSTS.
NO MORE THAN FIFTY (50) FEET OF FENCE SHALL BE OPEN AT ANY
GIVEN TIME. ALL OPENINGS IN THE FENCE SHALL BE CLOSED AT THE
END OF THE WORKING DAY.
NOTE: NEW CHAIN LINK FENCE
SHALL FOLLOW EXISTING
FENCE ALIGNMENT.
CONTRACTOR SHALL
ESTABLISH CONTROL
BASED ON EXISTING
FENCE LOCATION
REMOVE
630 LF OF 4' CHAIN
L INK FENCE
1 NSTALL
NEW 6' CHA I N
L INK FENCE
INSTALL
CORNER FENCE
POST WITH BRACING
REMOVE
250 LF OF 4' CHAIN
L INK FENCE
INSTALL
NEW 6' CHAIN
L INK FENCE
REMOVE
EXISTING CORNER POST
INSTALL
NEW CORNER POST
CONNECT
EXISTING 4' CHAIN
L INK FENCE TO
NEW POST
BEGIN FENCE REMOVAL —
AND REPLACEMENT
CONNECT
NEW 6' CHAIN
LINK FENCE TO
EXISTING 6'
FENCE POST
REMOVE
180 LF 4' CHAIN
LINK FENCE
INSTALL
NEW 6' CHAIN
LINK FENCE
1
l
-�.
EXISTING 4' CHAIN
LINK FENCE.
TO RE s:
1—.
1
INC 6'
INK t&.iCE
-A 1N
50
0
50
100FT1
E"= 50`
-EXISTING 4CHAIN
L INK FENCE AND
GATE TO REMAIN
,— EXISTING
BUILDING (TYP)
SPECIAL NOTE:
"INSTALL" SHALL MEAN, PROVIDE,
FURNISH AND INSTALL. INCLUDING
ALL MATERIAL, LABOR AND
EQUIPMENT REQUIRED.
TOPOGRAPHIC INFORMATION ON THIS SHEET
IS BASED ON INFORMATION PROVIDED BY THE
PORT OF SHELTONAND DOES NOT REPRESENT
A SURVEY BY HATTON GODAT PANTIER OR
HOLMAN AND ASSOCIATES.
THIS DRAWING DOES NOT REPRESENT A RECORD
DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT
PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON
MUST BE REVIEWED AND APPROVED BY HATTON
GODAT PANTIER.
NOTE: EXISTING UTILITY LOCATIONS SHOWN ARE FROM VARIOUS
RECORDS. CONTRACTOR TO FIELD VERIFY ALL UTILITIES
PRIOR TO CONSTRUCTION. "CALL BEFORE YOU DIG"
1-800-424-5555.
DESIGNED BY:
cci
3
cc
CHECKED BY:
(N4
cci
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C
1
EXPIRES 11-27-03
1
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(AGENCY NO. 02-17-1
SHEET: 5 OF 11
(01-000)
INDEX: 01-187afnc5. dgn
JOB: 01-187
e.,A....,11,.Mn,l1,_,Y7a,i, Ann .... 14 'IM] 411040411i14 411 017
•
(/'
7-
N 705009.436
INSTALL
CORNER POST
WITH BRACING
INSTALL
1 84 LF NEW 6'
CHAIN LINK FENCE
QP
40' EASEMENT AS SHOWN YIN
UNRECORDED SURVEY FOR P,n; r_
W SpHi EL T Os DA? 3E D Fs BR UA R Y 19g2
ALSO SEE EASEMENT AGREE PdeFN T
RECORDED UNDER AUDITORS
FILE N Q 542294
N 705058.538
E 986742.029
INSTALL
CORNER POST
WITH BRACING
/ /^
INSTALL
NEW 20' DOUBLE SWING
DRIVE GATE CENTERED ---
ON EXISTING ROAD `
(CONTRACTOR TO
VERIFY LOCATION) /
/,/ �1
\\ \ ` \
\
\T \ \
\
\
INSTALL
CHAIN LINK FENCE
189 LF NEW 6'
•
•
_,,///
\N,_ _,-//\\,
N 7048 73.661 1
E 98684 305
i
INSTALLNEW CORNER POST/
WITH ,BRACING
\ 1
\ \/
•
/ 14
NSTALL
.1,�0 LF NEW 6'
CHA L INK FENCE
\
▪ \
/
WETLAND
EDGE
N
N 704615.411
E 987011.008
INSTALL
NEW CORNER POST
WITH BRACING
7/
N 704338.350
E 987104.5471
\
N 01 °46'27' E
/
CONTRACTOR SHALL LIMIT
VEGITATION REMOVAL TO
A MAXIUM WIDTH OF 5 FEET
WITHIN THE WETLAND BUFFER
INSTALL
105 LF NEW 6'
CHAIN LINK FENCE
N 704584.373 i
E 987,1'06.802
INSTALL
W CORNER PO4'V____N---)
ITH BRACING
/CONNECT
EXISTING FENCE TO
/ NEW FENCE WITH WIRE
=�40.32
EXIST N
TO RE i'-//
EXISTING
CONCRETE PADS
N 704208.195
E 987171.711
50
25
O
50
100FT 1
SCALE: I "= SO'
HATTON
GODAT
PANTIER
LEGEND
x
0
■
EXISTING FENCING TO REMAIN
NEW FENCING
EDGE OF PAVEMENT/GRAVEL
INDICATES POND
INDICATES WETLAND BUFFER
INDICATES EXISTING TREELINE
#51RON BAR WI YELLOW PLASTIC CAP SET
WOOD HUB & TACK SET
FOUND CONCRETE MONUMENT IMTH BRASS CAP
SET MAG NAIL
WATER SPIGOT
SPECIAL NOTE:
"INSTALL" SHALL MEAN, PROVIDE,
FURNISH AND !NSTALL. INCLUDING
ALL MATERIAL, LABOR AND
EQUIPMENT REQUIRED.
THIS DRAWING DOES NOT REPRESENT A RECORD
DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT
PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON
MUST BE REVIEWED AND APPROVED BY HATTON
GODAT PANTIER.
NOTE: EXISTING UTILITY LOCATIONS SHOWN ARE FROM VARIOUS
RECORDS. CONTRACTOR TO FIELD VERIFY ALL UTILITIES
PRIOR TO CONSTRUCTION. "CALL BEFORE YOU DIG"
1-800-424-5555.
DESIGNED BY:
A
CHECKED BY:
0p
0
SCALE: H
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1/40
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AGENCY NO, 02-17-1
SHEET: 6 OF 11
(01-000)
INDEX: 01-187swfnc.dgn
JOB: 01-187
1
L MATCH LINE
X
SPECIAL NOTE:
"INSTALL" SHALL MEAN, PROVIDE,
FURNISH AND INSTALL INCLUDING
ALL MATERIAL, LABOR AND
EQUIPMENT REQUIRED.
THIS DRAWING DOES NOT REPRESENTA RECORD
DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT
PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON
MUST BE REVIEWED AND APPROVED BY HATTON
GODAT PANTIER.
NOTE EXISTING UTILITY LOCATIONS SHOWN ARE FROM VARIOUS
RECORDS. CONTRACTOR TO FIELD VERIFY ALL UTILITIES
PRIOR TO CONSTRUCTION. "CALL BEFORE YOU DIG"
1-800-424-5555.
SEE SHEETS
N 705874.299
E 985946.071
INSTALL
NEW CORNER FENCE
POST WITH BRACING
P/L CURVE DATA
A= 4°19'7"
R = 5680.00
L=428.13
Pam,°
,\ t5"
•
— NEW FENCE TO
BE LOCATED ON
PROPERTY LINE
\. 1
�•
\ QG
N 70555 7. 162
/E 986224.388
INSTALL
1132 LF NEW 6'
CHAIN LINK FENCE
P/L CURVE DATA
A= 13°58'22"
R = 5780.00
L = 1409.58
tees,OW
N 705084.393
6
/r
50
25
0
50
100FT
SCALE: 1 "= 50'
1
hATTON
GODAT
PANTI ER
LEGEND
- X — EXISTING FENCING TO REMAIN
X NEW FENCING
— — — EDGE OF PAVEMENT/GRAVEL
— INDICATES POND
— — — INDICATES WETLAND BUFFER
INDICATES EXISTING TREELINE
o #5 IRON BAR WI YELLOW PLASTIC CAP SET
■ WOOD HUB & TACK SET
FOUND CONCRETE MONUMENT WITH BRASS CAP
SET MAG NAIL
WATER SPIGOT
ED
/ \
X.
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CGENCYNO
- 02-17-1
01-000)
SHEET: 7 OF 11
(
INDEX: 01-187wfnc. dgn
JOB: 01-187
50
25
50
100FT
SCALE: 1 "= 50'
HATTON
GODAT
PANTIER
N 706709.639
E 985921854
N 706051.035 ()
E 985901.506 ---
1
\ yo
LU
ti
50'
}
L
N 706 706. 716
E 985971.787
INSTALL
NEW CORNER FENCE
POST WITH BRACING
104.91
INSTALL
833 LF NEW 6'
CHAIN LINK FENCE
NEW FENCE TO BE
LOCATED 50' EAST
OF PROPERTY LINE
=a' F OU WO LOW TT P Il� E W d C P
O. 65 i'�S¢a P O> > 3 Wz T OF DEED
CORNER
MATCH LINE
SEE SHEET 7
N 705874.299
E 985946.071
INSTALL
NEW CORNER FENCE
POST WITH BRACING
-- NEW FENCE TC,:
BE L OCA TED ON
PROPER Tr
L
I... .
E
rt;
84.43
NEW FENCE TO BE
LOCATED 1' SOUTH
OF PROPERTY LINE
i / /N•
33.0,3
INSTALL
895 LF NEW 6'
CHAIN LINK FENCE
8 8i °47 ,3' E / 132
96.50
INSTALL
35 LF NEW 6'
CHAIN LINK FENCE 1
EX I S TI NG WOOD --�
POST AND WIRE
FENCE
!
154. 8
111.72
N 706673.119
E 986866.570
INSTALL
NEW CORNER FENCE
POST WITH BRACING
1NG 4 ° CH A t'N
�•� gr, FENCE
+ — . 7 ' .. 77.835
E 986896.197
INSTALL
NEW CORNER POST
WITH BRACING
CONNECT
EXISTING FENCE TO
NEW FENCE WITH WIRE
98.87
FOUND 1 IRON
ROD 0. 54 ` a;; OF
\ DEED L I oNE
1
+/— N 706654.632
E 987067.123
INSTALL
NEW CORNER FENCE
POST WITH BRACING
ADJACENT TO EXISTING ii
WOOD FENCE
LEGEND
— EXISTING FENCING TO REMAIN
X— NEW FENCING
— -- EDGE OF PAVEMENT/GRAVEL
W 2 INDICATES POND
— — — INDICATES WETLAND BUFFER
'-v'"„m INDICATES EXISTING TREELINE
o #5 IRON BAR W/ YELLOW PLASTIC CAP SET
• WOOD HUB & TACK SET
FOUND CONCRETE MONUMENT WITH BRASS CAP
® SET MAG NAIL
WATER SPIGOT
lii
N
EXISTING e ' —I
WOOD FENCE
+/— N 706675.191
E 986997.013
INSTALL
NEW CORNER POST
WITH BRACING
CONNECT
EXISTING FENCE TO
NEW FENCE WITH WIRE
INSTALL
5 �73 LF NEW 6'
K CHAIN. L INK FENC
258.9,E
M
'Co 0
m
SPECIAL NOTE:
"INSTALL" SHALL MEAN, PROVIDE,
FURNISH AND INSTALL INCLUDING
ALL MATERIAL, LABOR AND
EQUIPMENT REQUIRED.
THIS DRAWING DOES NOT REPRESENTA RECORD
DOCUMENT UNLESS CERTIFIED BY HATTON GODAT
PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON
MUST BE REVIEWED AND APPROVED BY HATTON
GODAT PANTIER.
NOTE: EXISTING UTILITY LOCATIONS SHOWN ARE FROM VARIOUS
RECORDS. CONTRACTOR TO FIELD VERIFY ALL UTILITIES
PRIOR TO CONSTRUCTION. "CALL BEFORE YOU DIG"
1-800-424-5555.
DESIGNED BY:
A
CHECKED BY:
ti
SCALE: H
1
(EXPIRES 11-27-03
ce
W
1—
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0_
oF-
N
Ln
0
X
LL
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0
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0
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A
0
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•
1
AGENCY NO. 02-17-1 1
SHEET: 8 OF 11
(01-000)
INDEX: 01-18711wfnc. dgn
• JOB:
01-187
50
25
0
50
100FT
J C
FOUND 1 "e
IRON P I PE NN
0a X5' S. OF N
DEED L INE
9,3.57
y258. 93
1
1
1
W1o°
Z1
W
1W
Ul 0)
Z1 c0
G
SPECIAL NOTE:
"INSTALL" SHALL MEAN, PROVIDE,
FURNISH AND INSTALL. INCLUDING
ALL MATERIAL, LABOR AND
EQUIPMENT REQUIRED.
THIS DRAWING DOES NOT REPRESENT A RECORD
DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT
PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON
MUST BE REVIEWED AND APPROVED BY HATTON
GODAT PANTIER.
NOTE: EXISTING UTILITY LOCATIONS SHOWN ARE FROM VARIOUS
RECORDS. CONTRACTOR TO FIELD VERIFY ALL UTILITIES
PRIOR TO CONSTRUCTION. "CALL BEFORE YOU DIG"
1-800-424-5555.
X
•
D
EX BUILDING 3
D � (TYP) `Bee �
,
0.m = r
✓ F•-
r)n1a J
v
S 88°0329" E
M
SET FENCE (4)
INSTALL ON P/L
NEW CORNER POST
WITH BRACING ADJACENT
TO EXISTING WOOD FENCE
/
GAs
�6 G
INSTALL
213 LF NEW 6'
CHAIN LINK FENCE
360.85
06646.320
E 98 7583.239
INSTALL
NEW CORNER POST
WITH BRACING
POST SET 1' SOUTH
OF PROPERTY LINE
917
137.28
,2.25'
,
INSTALL
236 LF NEW 6'
CHAIN LINK FENCE
/,
VARRIES
P/L CURVE DATA
A = 19°23'41"
R = 1112.92
L=376.73
N 706490.584
E 987760.417
INSTALL
NEW CORNER POST
WITH BRACING
INSTALL
67 l.F NEW 6'
CHAIN LINK FENCE
N 706374.764
E 987961.768
INSTALL
NEW CORNER POST
WITH BRACING
�— WETLAND EDGE
1
/7
\ 33
3 \
VRRRIES
cc,
INSTALL
441 LF NEW 6'
CHAIN LINK FENCE
7
�e ba.......A —D
a
INSTALL
NEW 20' DOUBLE SWING
DRIVE GATE
•
4,3
4
1.9
a
p
3.
P/L CURVE DATA
A= 15°38'53"
R = 1942.86
N 705991.380
INSTALL
NEW CORNER POST
WITH BRACING
INSTALL
230 LF NEW 6'
CHAIN L INK FENCE
EX SUIDING
(TYP)
1 4.
E 988090.550
11111
112,
SCALE: 1"= 50'
HATTON
GODAT
PANTIER
LEGEND
EXISTING FENCING TO REMAIN
NEW FENCING
EDGE OF PAVEMENT/GRAVEL
INDICATES POND
INDICATES WETLAND BUFFER
INDICATES EXISTING TREELINE
0 #5 IRON BAR W/ YELLOW PLASTIC CAP SET
• WOOD HUB & TACK SET
FOUND CONCRETE MONUMENT WITH BRASS CAP
ED SET MAG NAIL
Ter WATER SPIGOT
NN
N.
DESIGNED BY:
CHECKED BY:
06,
SCALE: H
LU
cc
0
co
co
co
0
— J
Cli
im
[ 11;:t"
141
L§4
tta
tk
AGENCY NO, 02-17-1
SHEET: 9 OF 11
(01-000)
INDEX: 01-187nefnc.dgn
JOB: 01-187
50
25
0
50
100FT
14)
93.31
42.17 /
i
i
/
/
/
/
401.34
WETLAND EDGE
1
N 87°5621" W
t 20'
7
CONTRACTOR SHALL LIMIT
VEGITATION REMOVAL TO
A MAXIUM WIDTH OF 5 FEET
WITHIN THE WETLAND BUFFER
/
/
/
/
/
/
//
/
N 705590.349
E 987813.487
END FENCE 2
FROM WETLANDS EDGE
INSTALL
NEW CORNER FENCE
POST WITH BRACING
N 705325.856
E 987731.466
WETLAND EDGE
N 705826.840
E 988312.626
INSTALL
NEW CORNER FENCE
POST WITH BRACING
INSTALL
834 LF NEW 6'
CHAIN LINK FENCE
N.
N\
P/L CURVE DATA
A= 15°38'53"
R = 1942.86
L = 530.31
INSTALL
174 LF NEW 6'
CHAIN LINK FENCE
INSTALL
97 LF NEW 6'
CHAIN LINK FENCE
N 705719.798
E 988449.178
INSTALL
NEW CORNER FENCE
POST WITH BRACING
N 705660.856
E 988526.775
INSTALL
NEW CORNER FENCE
POST WITH BRACING
co
INSTALL
10 LF NEW 6'
CHAIN LINK FENCE
EXISTING 24" TREE
TO BE REMOVED
BY OTHERS
N 705297.024
E 988532.724
+/— N 705296.787
E 988539.970
INSTALL
NEW CORNER POST
CONNECT TO
EXISTING FENCE
WITH WIRE
LEGEND
— — EXISTING FENCING TO REMAIN
NEW FENCING
— EDGE OF PAVEMENT/GRAVEL
— INDICATES POND
INDICATES WETLAND BUFFER
INDICATES EXISTING TREELINE
0 #5 IRON BAR W/ YELLOW PLASTIC CAP SET
• WOOD HUB & TACK SET
FOUND CONCRETE MONUMENT VIfiTH BRASS CAP
ED SET MAG NAIL
tr WATER SPIGOT
Mit
4
N
lap
SCALE: 1 "= 50'
HATTON
GODAT
PANTIER
INSTALL
NEW 201
DOUBLE SWING
DRIVE GATE
•
NO
E 988549.683
INSTALL
NEW CORNER POST
WITH BRACING
CONNECT TO
EXISTING FENCE
WITH WIRE
74.94
EXISTING 6'
CHAIN LINK
FENCE
SPECIAL NOTE:
"INSTALL" SHALL MEAN, PROVIDE,
FURNISH AND INSTALL. INCLUDING
ALL MATERIAL, LABOR AND
EQUIPMENT REQUIRED.
THIS DRAWING DOES NOT REPRESENT A RECORD
DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT
PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON
MUST BE REVIEWED AND APPROVED BY HATTON
GODAT PANTIER.
NOTE: EXISTING UTILITY LOCATIONS SHOWN ARE FROM VARIOUS
RECORDS. CONTRACTOR TO FIELD VERIFY ALL UTILITIES
PRIOR TO CONSTRUCTION. "CALL BEFORE YOU DIG"
1-800-424-5555.
CHECKED BY:
SCALE: H
tk
•4;
AGENCY NO. 02-17-1
SHEET: 10 OF 11
(01-000)
INDEX: 01-187sfnadgn
JOB: 01-187
END, GATE OR CORNER POST
TWISTED AND
BARBED SELVAGE
BRACE POSTS
LINE POST
TWISTED AND BARBED SELVAGE
SLEEVES
CHAIN LINK FABRIC
BRACE RAIL
TENSION
WIRE—�
\\\ \\\ \\\ :\\\
10' MAX
CHAIN LINK FENCE DETAIL
PULL POST
TOP HINGE
(180° SWING TYP)
BOTTOM HINGE
(180° SWING TYP)
BRACE POST
TRUSS ROD
W/ TURN BUCKLES
l// /%7 /77 /7/ /// /7/�.
10'
n lMn-11 nuanan=„=n_mm II,n-n n=n= Mu_. n
CONTINUOUS
tir TOP RAIL
12" ROUND SECTION
�12" ROUND SECTION (TYP)
El El
101
TOP HINGE
(180° SWING)
HAIN LINK FABRI
BOTTOM HINGE
(180° SWING)
EXISTING 3 1/2" PIP
IN CONCRETE
6'
Ill
3" POST TOP HINGE
W/ CAP (180° SWING)
-44 #
m n=IMu a—n ° u nm0nMn n n—n—nan„ lhn=n , n=
BOTTOM HINGE
(180° SWING)
20'
HAIN LINK FABRI
3" POST
W/ CAP
F STRETCH
R
�— RT S` RODS
AAA-
El
\EXISTING 3 1/2" PIP
IN CONCRETE
50 FOOT REMOVABLE GATE DETAIL
III 1It=n itiy, _E4.11S i11-11l_I au=
BOTTOM HINGE
(90° SWING)
12" ROUND
SECTION
MAN GATE
TOP HINGE
(90° SWING)
m
TOP HINGE
(180° SWING)
IIF1,JEJ r�,�I
BOTTOM HINGE
(180° SWING)
1II�IItrl1 1-11M11rII..JI II III—,I1 I! L J
12" ROUND SECTION
CHAIN LINK GATE DETAILS
18"
r-TOP HINGE
(180° SWING)
maim=n—umu=nmmlemn-u—mm�mumn=n=n—n—nmuau n— Q_�� H
� � u_=u. urn
BOTTOM HINGE
(180° SWING)
20'
I
<- STRETCH t•P• ‘ .' ♦TR r I RODS
- - : •ir i # A,th.t4.4.tit 1 -
♦�`••♦
12" ROUND SECTION
DRIVE GATE
12" ROUND SECTION
veir
(0
e•\Mnlll11WRM_107GrvAw Mn Anr tc p11119 t<•11457UIxDFTNT
J
DESIGNED BY:
CHECKED BY:
SCALE: H
EXPIRES 11-27-03
W
0
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0
cc
0
}
W
0)
0
Z
1-1
N
rn
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N
M
0
M
x
0
M
-J
W
1
i
REVISIONS:
1
8,
J
!AGENCY NO, 02-17-1
SHEET: 11 OF 11
(01-000)
INDEX: 01-187fncdet.dgn
JOB: 01-187
Cel
FOUND //yyLOVITT ��PIPE W/CAP-
OFSDEEDfCORNER �� \\
N 01
FOUNQLOVITT PIPE
W/`CArr .91 N.. 4.45 W..\ OF DEEDCORNER
LINE TABLE
NO. BEARING
L1 S 52.46'47" E
L2 S 87'52'02" E
L3 S 52.19'26" W
L4 S 61.58' 41 " W
CURVE TABLE
NO DELTA RADIUS
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
32.44'12"
15.38'53"
4.19'07"
15.31'46"
0.20'29"
4.19'07"
13.58'22"
19.23'41"
15.38'53"
1.26'58"
LEGEND.
DISTANCE
101.60
113. 76
10.00
10.00
LENGTH
1145.92 654.74
1909.86 521.60
5730.00 431.90
5730.00 1553.06
5690.00 33.91
5680.00 428.13
5780.00 1409.58
1112.92 376.73
1942.86 530.61
5790.00 146.47
= # 5 IRON BAR W/YELLOW
PLASTIC CAP SET
• = WOOD HUBATACK SET
= FOUND #5 IRON BAR W/CAP
FROM PREVIOUS SURVEY.
UNLESS OTHERWISE NOTED
= FOUND CONCRETE MONUMENT
WITH BRASS CAP
= SET MAG NA I L
= WATER SPIGOT
= EXISTING FENCE
-x- -x- = NEW FENCE
CO
v
N N IO� Q
NEW FENCE TO BE
LOCATED 1' SOUTH
8 OF PROPERTY LINE
� x
0
� I
o
rn x
50' 1
FOUND LOVITT PIPE
104.91
84 x
FOUND 1
IRON PIPE IN
CONC. 0.22' N.
OF DEED LINE
S 87°4743" E •4326. 74 _
A
93.05 96.50154 9.14 68 '� , ._ -
171.72 98.87
/�"
NEW FENCE TO BE
LOCATED 50' EAST
OF PROPERTY LINE
0.65 N.. 0.13 W..
CORNER
ch
FOUND 1 "
IRON PIPE \
0.15' S. OF_
DEED LINE
W/CAP
OF DEED
-NEW FENCE TO
BE LOCATED ON
PROPERTY LINE
FOUND At" IRON
ROO 0.64'N. OF
DEED LINE
N 705344.729
E 987206.913
FOUND CONCRETE MONUMENT
AT CENTER OF SECTION 12.
OBLITERATED. REPLACED WITH
HOLMAN BAR & CAP
r--NEW FENCE TO
BE LOCATED 10'
FROM WRITE -OF -WAY
(SEE SHEET 2
DETAIL 2)
40' EASEMENT AS SHOWN ON
UNRECORDED SURVEY FOR PORT
OF SHELTON DATED FEBRUARY 1992
ALSO SEE EASEMENT AGREEMENT
RECORDED UNDER AUDITORS
FILE NO. 542294
-_ -i,E
END OF SUPERSEDED RIGHT-OF-WAY AS
SHOWN ON W. S. D. 0. T. PLAN OF SR 101 NORTH
SHELTON INTERCHANGE APPROVED
JAN. 10. 1992
FOR RIGHT-OF-WAY TO NORTH SEE SR 101
SHELTON TO PURDY CANYON SHEETS 4-8
APPROVED MARCH 30. 1922 AND REVISIONS
\-\
HIGHWAY
;TATION 106+19.33
w
K.
r
R0
0
S 88°i3329'E 360.86
_ fJYT2 i
93.31
42.17
0
40.32
37.28
NEW FENCE TO BE
LOCATED 15' FROM
RITE -OF -WAY
401 34
��0
FENCE ENOS AT
EXISTING GATE
CONCRETE PADS
/11:‘
-- SURVEY CENTERLINE OF SHELTON
SPRINGS ROAD 5081 CALCULATED
PER MONUMENTS FOUND ON CENTERLINE
OF ROADWAY AS SHOWN ON COUNTY
NOTE:
QUIT CLAIM DEED AF*298600
CONVEYED A STRIP OF LAND
OF VARIABLE WIDTH TO
MASON COUNTY FOR SHELTON
SPRINGS ROAD RIGHT OF WAY
THIS IS NOT SURVEYABLE. THE
RIGHT OF WAY AS SHOWN
IS 33 FEET FROM THE SURVEY
CENTERLINE OF SHELTON
SPRING ROAD *6081 AS SHOWN
ON COUNTY ROAD PROJECT
SEE EASEMENT
To CASCADE GAS
, END FENCE 20'
FROm WETLANDS
EDGE
1326.67
POND
N 705307.364
E 988219.892
TREE ON PROPERTY
LINE FENCE TO BE w
\ LOCATED NORTH 6)
AOF TREE
74.94
N 705641.389
E 988549.683
CONNECT NEW
/ FENCE TO EXISTING
CHAIN LINK FENCE
NORTH END 7' CYCLONE
FENCE 5.68' E. OF DEED LINE
FENCE 9.30' E.
OF DEED LINE
313 FENCE 7.25' E. OF
DEED CORNER
FOUND Alt" IRON PIPE -
DEED CORNER
SURVEY
FOR
PORT OF SHELTON
SECTION 12. TOWNSHIP 20 NORTH. RANGE 4 WEST. W.M.
N 705296.787
988539.970
CONNECT NEW
FENCE TO EXISTING
CHAIN LINK FENCE
At
cZ) cc co
CC
SCALE: 1"=200 FEET
0 100 200 400
DESCRIPTION OF RECORD:
&I- THAT PORT1QN QF SQUTHEAST QUARTOR 111THWFT QUARTER
ITLN USE. ON. OER AND AC OSS 40114,1510NrIXCiPSINCIRD
RI NTS-OF-WAY.
ANARRATopiii970FITt!E 14741$T OUARTER OF TINORTHEAST
itifincii°94iNGIESA kOAD N .H5410. SITUATE IN MAI'ON CSUNTY.
WA HINGTON.
pARs5NnTitliodfac APSIFASA.c°Y07 96R5 alkInsT
ERLESP94.1i4141Th7GP:gr-g4 WOF / RIIIT;1411841V
NO. 9 NOW NUMBtR D HIGHWAY 101.
SUBJECT TO EASEMENTS OF RECORD INCLUDING EASEMENT TO CASCADE GAS
DESIGNED BY:
CHECKED BY:
cut
SCALE: H
0
1/4
0
cc
ce
ce
0
rn
0
o
0
14.
0
1
1'C cli)
1/4
•
11 AGENCYARI
SHEET: 1 OF 1
JOB: 01-187