HomeMy WebLinkAboutAustin Matthew Lane Utility Improvements40a= r City of Port Townsend - Public Works Department
Standard Detail
OF
TES:
1) BASE MAY NEED TO BIE INCREASED DEPENDING ON SUITABILITY OF NATIVE MATERIAL.
Date: April 1997
Approved By:
File: EAeng-std\standard\transpo
by "di Pavement Sections
Detail: T -2
TORT T City of Port Townsend - Public Works Department
Standard Detail
N z t ' ry e r
of wnsa
Right -of -Way Width
F STREET
t t
I
I
ELECTRICAL CABLE AND I I
TELEPHONE SERVICE ICA U 8 SIN
I I FIRE HYDRANT
I
R/N LIMIT ' l WATER METER
I N
CATCH PASIN
a; WA MAIN
s
DRAIN
I
I H s
I
ELECTRICAL LADLE
AND TELE ' \ PHONE SERVICE
I
I
t
NOTE:
THIS DRAWING IS INTENDED ONLY TO ILLUSTRATE GENERAL LOCATION OF UTILITIES
WITHIN THE RIGHT OF WAY.
S
SANDY SEWER
so
I
i
I
I
I
I
t
Date: April 1997 H0 0_4 I By Aprd Typical Utility
Approved By: Location
File: EAeng_stdlstandard\transpo Detail: T-1
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VICINITY MAP & INDEX TO SHEETS
BLOCK L, EISENBEIS ADD. SEC 9/10, T30N,R1 W, WM
LIST OF SHEETS:
1 TITLE
2 THOMAS STREET
3 AUSTIN MATTHEW LANE
4 McPHERSON LOOP
NOMENCLATURE:
BCR BEGINNING OF CURB RETURN
ECR ........ END OF CURB RETURN
M C ........ MIDDLE OF CURVE
FS ........ FINISH SURFACE
GB ........ GRADE BREAK
IE ........ INVERT ELEVATI N
MH ....... MAINTENANCE HOLE STRUCTURE
4971 iWICI011
LEXP. DATE: 05 / 05 / 08DATE: 05 / 05 / 08
REVISIONS
ZONE REV DESCRIPTION DATE APPROVED
GENERAL CONDITIONS:
1. A preconstruction meeting shall be held with the City prior to the start of construction.
2. All workmanship and materials shall be in accordance with the City of Port Townsend Standards, the current edition of theStateofWashingtonStandardSpecificationsforRoad, Bridge and Municipal Construction, and any project- specific provisions
or conditions, and requirements.
3. Temporary erosion control measures are required and shall comply with the stormwater code, Chapter 5 of City EDSStandardsandWSDOT /APWA Specification 1 -07.15 as follows:
a) Erosion control plans shall be submitted to the City, approved by the City, and implemented by the contractorpriortodistrubinganysoilonthesite. Submittal and approval of these plans shall precede any construction activity on thesite.
b) All permanent storage and retention /detention areas used as part of the temporary erosion control and waterpollution /flood activities and conveyance systems shall be cleaned of all silts, sand, and other materials following completion ofconstructionandthepermanentfacilitiesshallthenbecompletedincludingpermanentinfiltrationareas.
4. Horizontal and vertical controls /datum as adopted by the City shall be used, uless approved otherwise. 5. The contractor shall be fully responsible for the location and protection of all existing utilities. The contractor shall verifyallutilitylocatonspriortoconstructionbycallingUndergroundLocateat1- 800 - 424 -5555 a minimum of 48 hours prior to
any excavation work.
6. All non - ferrous pipe and services shall be installed with continuous tracer tape installed 12" to 18" under the final ground
surface. The marker tape shall be 4" wide minimum plastice non- biogradable, metal core or backing marked and color coded
for the utility to be marked and which can be detected by a standard metal detector. Tape shall be Terra Tape "D" or
approved equal. Inaddition to tracer tape, force mains and curved mains shall have a 14 gauge coated copper wire, wrappedaroundthepipe, brought up, coated stripped, and tied off at the valve stem or manhole ring. The tape and wire shall befurnishedandinstalledbythecontractor.
7. Temporary street patching may be allowed with the approval of the City Engineer. Temporary street patching shall be asdescribedinChapter6oftheEDS.
8. The contractor shall provided a traffic control plan(s) for review and approval by the City Engineer in accordance with theManualonUniformTrafficeContralDevices (MUTCD).
9. The contractor shall have a copy of the approved plans and permits at the construction site at all times.
10. Special structures shall be installed per plans and manufacturers' recommendations.
11. All distrurbed areas shall receive temporary and permanent erosion control in the form of vegetation establishment such as
grass seeding. A means shall be established to protect the permanent storm drain system prior to establishment of the
permanent erosion control measures. These methods shall be included in the erosion and sediment control plans in
accordance with Chapter 5 of these Standards.
12. Construction work hours shall be restricted to 7 AM to 6 PM, Monday through Friday, unless otherwise approved in writing. 13. The City Public Works Inspector shall be notified a minimum of 24 hours in advance of the need for an inspection.
GENERAL CONDITIONS - -- WATER
1. The City shall be given 72 hours notice prior to scheduling a shutdown of any portion of the water system. The existingvalvemustbepressuretestedtoCitystandardspriortoconnection. If an existing ` valve fails to pass the test, the
contractor shall make the necessary provisionons to thest the new line prior to connection to the existing system or install anewvalve.
2. The existing valves shall only be operated by City employees during construction. 3. During the construction of mains and services, the contractor shall cap, plug, or secure the ends of such lines whenever
the project is shut down at the end of the day so that contaminates will not enter the lines.
4. All linesl shall be chlorinated and tested in conformance with the standard specifications. Dechlorintation wll be done byCityforcesatcontractorexpense.
5. All water mains shall be staked for grades and alignment.
GENERAL CONDITIONS - -- WASTE WATER (SEWER)
1. All work and materials shall conform to the City and WSDOT /APWA Standard Specifications.
2. The City shall be notified 72 hours prior to scheduling a diversion of flows in the wastewater system.
3. During construction of mains and services, the contractor shall cap, plug, or secure the ends of such lines whenever theprojectisshutdownattheendofdaysothatcontaminateswillnotenterthelines.
4. All lines shall be tested in conformance with the Standard Specifications. Prior to final acceptance of all installations, the
City reserves the right to conduct an inspections of all main lines by the use of television equipment. 5. The City construction inspector shall be notified a minimum of 24 hours in advance of the time that a service connection
to an existing main is needed so that City inspection may be scheduled for the work. The inspector shall be present at thetimeofthetap.
6. Prior to backfilling, all sewer lines and appurtenances shall be inspected and approved by the City's inspector. Approval
shall not relieve the contractor for correction of any deficiencies and /opr failure as determi ied by subsequent testing andinspections. It shall be the contactor's responsibility to notify the City for the required inspections. 7. Approximate locations of existing facilities have been obtained from available records and are shown for convenience. Thecontactorshallberesponsibleforverificationoflocationsandtoavoiddamagetoanyadditonalutilitiesnotshown. If
conflicts with existing utilities arise during construction, the contractor shall notify the public works inspector and any changesrequiredshallbeapprovedbythePublicWorksDirectorpriortocommencementofrelatedconstructionontheproject. 8. All sewer main extensions within the public right -of -way or in easements must be staked by survey for line and gradepriortostartingconstruction.
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF PORT TOWNSEND
ENGINEERING DESIGN STANDARDS.
2. SURVEY CONTROL PER CITY STD MON 14 & 17 FOR COORDINATES & BASIS
OF BEARING PER NAVD -88 FOR VERTICAL DATUM & NAD 83/91 FOR HORIZONTAL
DATUM; ALSO SEE EE ANDERSON SURVEY FOR PORT TOWNSEND.
ANDERSON
CIVIL ENGINEERS
SURVEYORS
ORT TOWNSEND, WA 98368
360) 385 -0398
OWNER: AS- BUILT -- 06/20/'06
DAVID WIDMER
1240 CEDAR STREET TITLE - RENEE' SHORT PLATPORTWA98368 (
AKA Great Western SP
AKA GREAT WESTERN INC. INDEX 8c NOTES
DRWN BY RWR
DESIGN BY MJA
SCALE AS NOTE DATE: 3/1/'05; 7/22/'05 SHEET 1 OF 4
MINOR COLLECTOR LOCAL
ARTERIAL ACCESS
ASPHALT1CLASS8 4.0' 3.0" 2.0"
SURFACINGOCRUSHED
TOP COURCE 4.0" 2.0" 2,0"
OGRAVEL BASE (1) 10.0" 10.0" 8.0"
TES:
1) BASE MAY NEED TO BIE INCREASED DEPENDING ON SUITABILITY OF NATIVE MATERIAL.
Date: April 1997
Approved By:
File: EAeng-std\standard\transpo
by "di Pavement Sections
Detail: T -2
TORT T City of Port Townsend - Public Works Department
Standard Detail
N z t ' ry e r
of wnsa
Right -of -Way Width
F STREET
t t
I
I
ELECTRICAL CABLE AND I I
TELEPHONE SERVICE ICA U 8 SIN
I I FIRE HYDRANT
I
R/N LIMIT ' l WATER METER
I N
CATCH PASIN
a; WA MAIN
s
DRAIN
I
I H s
I
ELECTRICAL LADLE
AND TELE ' \ PHONE SERVICE
I
I
t
NOTE:
THIS DRAWING IS INTENDED ONLY TO ILLUSTRATE GENERAL LOCATION OF UTILITIES
WITHIN THE RIGHT OF WAY.
S
SANDY SEWER
so
I
i
I
I
I
I
t
Date: April 1997 H0 0_4 I By Aprd Typical Utility
Approved By: Location
File: EAeng_stdlstandard\transpo Detail: T-1
5
I 0I
41
FC D
s
411253.
L
5'.
s O FC
O Stu
FC E
91I
Z
s1
I
Low 1
I
f:
I
VICINITY MAP & INDEX TO SHEETS
BLOCK L, EISENBEIS ADD. SEC 9/10, T30N,R1 W, WM
LIST OF SHEETS:
1 TITLE
2 THOMAS STREET
3 AUSTIN MATTHEW LANE
4 McPHERSON LOOP
NOMENCLATURE:
BCR BEGINNING OF CURB RETURN
ECR ........ END OF CURB RETURN
M C ........ MIDDLE OF CURVE
FS ........ FINISH SURFACE
GB ........ GRADE BREAK
IE ........ INVERT ELEVATI N
MH ....... MAINTENANCE HOLE STRUCTURE
4971 iWICI011
LEXP. DATE: 05 / 05 / 08DATE: 05 / 05 / 08
REVISIONS
ZONE REV DESCRIPTION DATE APPROVED
GENERAL CONDITIONS:
1. A preconstruction meeting shall be held with the City prior to the start of construction.
2. All workmanship and materials shall be in accordance with the City of Port Townsend Standards, the current edition of theStateofWashingtonStandardSpecificationsforRoad, Bridge and Municipal Construction, and any project- specific provisions
or conditions, and requirements.
3. Temporary erosion control measures are required and shall comply with the stormwater code, Chapter 5 of City EDSStandardsandWSDOT /APWA Specification 1 -07.15 as follows:
a) Erosion control plans shall be submitted to the City, approved by the City, and implemented by the contractorpriortodistrubinganysoilonthesite. Submittal and approval of these plans shall precede any construction activity on thesite.
b) All permanent storage and retention /detention areas used as part of the temporary erosion control and waterpollution /flood activities and conveyance systems shall be cleaned of all silts, sand, and other materials following completion ofconstructionandthepermanentfacilitiesshallthenbecompletedincludingpermanentinfiltrationareas.
4. Horizontal and vertical controls /datum as adopted by the City shall be used, uless approved otherwise. 5. The contractor shall be fully responsible for the location and protection of all existing utilities. The contractor shall verifyallutilitylocatonspriortoconstructionbycallingUndergroundLocateat1- 800 - 424 -5555 a minimum of 48 hours prior to
any excavation work.
6. All non - ferrous pipe and services shall be installed with continuous tracer tape installed 12" to 18" under the final ground
surface. The marker tape shall be 4" wide minimum plastice non- biogradable, metal core or backing marked and color coded
for the utility to be marked and which can be detected by a standard metal detector. Tape shall be Terra Tape "D" or
approved equal. Inaddition to tracer tape, force mains and curved mains shall have a 14 gauge coated copper wire, wrappedaroundthepipe, brought up, coated stripped, and tied off at the valve stem or manhole ring. The tape and wire shall befurnishedandinstalledbythecontractor.
7. Temporary street patching may be allowed with the approval of the City Engineer. Temporary street patching shall be asdescribedinChapter6oftheEDS.
8. The contractor shall provided a traffic control plan(s) for review and approval by the City Engineer in accordance with theManualonUniformTrafficeContralDevices (MUTCD).
9. The contractor shall have a copy of the approved plans and permits at the construction site at all times.
10. Special structures shall be installed per plans and manufacturers' recommendations.
11. All distrurbed areas shall receive temporary and permanent erosion control in the form of vegetation establishment such as
grass seeding. A means shall be established to protect the permanent storm drain system prior to establishment of the
permanent erosion control measures. These methods shall be included in the erosion and sediment control plans in
accordance with Chapter 5 of these Standards.
12. Construction work hours shall be restricted to 7 AM to 6 PM, Monday through Friday, unless otherwise approved in writing. 13. The City Public Works Inspector shall be notified a minimum of 24 hours in advance of the need for an inspection.
GENERAL CONDITIONS - -- WATER
1. The City shall be given 72 hours notice prior to scheduling a shutdown of any portion of the water system. The existingvalvemustbepressuretestedtoCitystandardspriortoconnection. If an existing ` valve fails to pass the test, the
contractor shall make the necessary provisionons to thest the new line prior to connection to the existing system or install anewvalve.
2. The existing valves shall only be operated by City employees during construction. 3. During the construction of mains and services, the contractor shall cap, plug, or secure the ends of such lines whenever
the project is shut down at the end of the day so that contaminates will not enter the lines.
4. All linesl shall be chlorinated and tested in conformance with the standard specifications. Dechlorintation wll be done byCityforcesatcontractorexpense.
5. All water mains shall be staked for grades and alignment.
GENERAL CONDITIONS - -- WASTE WATER (SEWER)
1. All work and materials shall conform to the City and WSDOT /APWA Standard Specifications.
2. The City shall be notified 72 hours prior to scheduling a diversion of flows in the wastewater system.
3. During construction of mains and services, the contractor shall cap, plug, or secure the ends of such lines whenever theprojectisshutdownattheendofdaysothatcontaminateswillnotenterthelines.
4. All lines shall be tested in conformance with the Standard Specifications. Prior to final acceptance of all installations, the
City reserves the right to conduct an inspections of all main lines by the use of television equipment. 5. The City construction inspector shall be notified a minimum of 24 hours in advance of the time that a service connection
to an existing main is needed so that City inspection may be scheduled for the work. The inspector shall be present at thetimeofthetap.
6. Prior to backfilling, all sewer lines and appurtenances shall be inspected and approved by the City's inspector. Approval
shall not relieve the contractor for correction of any deficiencies and /opr failure as determi ied by subsequent testing andinspections. It shall be the contactor's responsibility to notify the City for the required inspections. 7. Approximate locations of existing facilities have been obtained from available records and are shown for convenience. Thecontactorshallberesponsibleforverificationoflocationsandtoavoiddamagetoanyadditonalutilitiesnotshown. If
conflicts with existing utilities arise during construction, the contractor shall notify the public works inspector and any changesrequiredshallbeapprovedbythePublicWorksDirectorpriortocommencementofrelatedconstructionontheproject. 8. All sewer main extensions within the public right -of -way or in easements must be staked by survey for line and gradepriortostartingconstruction.
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF PORT TOWNSEND
ENGINEERING DESIGN STANDARDS.
2. SURVEY CONTROL PER CITY STD MON 14 & 17 FOR COORDINATES & BASIS
OF BEARING PER NAVD -88 FOR VERTICAL DATUM & NAD 83/91 FOR HORIZONTAL
DATUM; ALSO SEE EE ANDERSON SURVEY FOR PORT TOWNSEND.
ANDERSON
CIVIL ENGINEERS
SURVEYORS
ORT TOWNSEND, WA 98368
360) 385 -0398
OWNER: AS- BUILT -- 06/20/'06
DAVID WIDMER
1240 CEDAR STREET TITLE - RENEE' SHORT PLATPORTWA98368 (
AKA Great Western SP
AKA GREAT WESTERN INC. INDEX 8c NOTES
DRWN BY RWR
DESIGN BY MJA
SCALE AS NOTE DATE: 3/1/'05; 7/22/'05 SHEET 1 OF 4
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CONSTRUCTION. NOTES:
O2" AC /2" CSTC /8" AGG BASE PAVEMENT PER TYPICAL
2O INSTALL 2 "AC /6 "AB DRIVEWAY 12' WIDE (TYPICAL)
OINSTALL STREET NAME AND STOP SIGNS
OINSTALL 8" PVC SEWER & 6" LATERAL LINES
O5 INSTALL 8" PVC WATER MAIN & APPURTENANCES
OINSTALL 8" ADS STORM DRAIN /CATCH BASIN
OINSTALL 12" ADS STORM DRAIN CULVERT
8O CONSTRUCT 4" PCC SIDEWALK (6' WIDE ON DISCOVERY)
5' WIDE TYPICAL)
OCONSTRUCT 6 "X3'0" CROSS GUTTER PER DETAIL
10 CONSTRUCT BIOSWALE PER DETAIL SHEET 6
LEGEND:
EXISTING CONTOUR
NEW PAVEMENT
CONSTRUCT 5' PCC
SIDEWALK
CONSTRUCT
8" ADS STORM
DRAIN
CURVE DATA
AO R= 28
OB R= 5
CONSTRUCT
8" PVC SEWER
90 °00'00' L= 4338'
90 °00'00' L= 7.85'
ANDERSON
CIVIL ENGINEERS
SURVEYORS
ORT TO WNSEND, WA 98368
EXP. DATE: 05 / 05 / 08 (
360) 385 -0398
250—
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OWNER:
DAVID WIDMER
1240 CEDAR STREET
PORT TOWNSEND, WA 98368
360- 379 -8127
AKA GREAT WESTERN INC.
CENTER LINE PR FILE
@ PROPOSED SEWER
CONSTRUCT
8" PVC WATER
AS— BUILT -- 06/20/'06
THOMAS ST SEWER
16th St to Zen Lane
PLAN 8c PROFILE
DRWN BY RWR
DESIGN BY MJA
SCALE 20 1 DATE: SEPT 2, 2005 SHEET 2 OF 4
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CONSTRUCTION NOTES:
L= 101.78 S= 0.0050 Un m
LL- I
OINSTALL 8" PVC WATER MAIN & APPURTENANCES
OINSTALL 8" ADS STORM DRAIN /CATCH BASIN
N D
1,p = 20'
O CONSTRUCT 4" PCC
8 - PVC SEWER
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CONSTRUCT 2 "AC/ — 5' S' Z—TOP OF CURB2 "CSTC /8" AB 18 PER T -13
CONSTRUCT 0 CONSTRUCT8" PVC SEWER 8" PVC WATER
A US 77A l A4A TT1-1E W G AAAE
NS
CURVE DATA
O R= 28 90 °00'00' L= 43.98'
O R= 5 90 °00'00' L= 7,85'
O R= 39,50 23'23'37' L= 16,13'
O R= 52,50 23'23'37' L= 21,44'
O R= 65.50 23'23'37' L= 26.75'
R= 20 71'36'23' L= 14.42' O
R= 46 71'36'23' L= 57.49' O
O R= 33 71.36'23' L= 41,24'
ANDERSON
CIVIL ENGINEERS
SURVEYORS
PORT TO WNSEND, WA 98368
EXP. DATE: OS / 05 / 08
360) 385 -0398
CONSTRUCTION NOTES:
O 2" AC /2" CSTC /8" AGG BASE PAVEMENT PER TYPICAL
OINSTALL 2 "AC /6 "AB DRIVEWAY 12' WIDE (TYPICAL)
OINSTALL STREET NAME AND STOP SIGNS
O4 INSTALL 8" PVC SEWER & 6" LATERAL LINES
OINSTALL 8" PVC WATER MAIN & APPURTENANCES
OINSTALL 8" ADS STORM DRAIN /CATCH BASIN
OINSTALL 12" ADS STORM DRAIN CULVERT
1,p = 20'
O CONSTRUCT 4" PCC SIDEWALK (6' WIDE ON DISCOVERY)
5' WIDE TYPICAL)
20 0 10 20 CONSTRUCT 6 "x 3'0" PCC CROSS GUTTER PER DETAILpO
10 CONSTRUCT BIOSWALE PER DETAIL
1 n h =' 20 ft.
LEGEND: w LL_
3 EXISTING CONTOUR 250aCC)
00 pq
x NEW PAVEMENT
CO cu
i17
37' R -O -W
c:> CO
5'
PUE
0.5'
13'
0.5'
CONSTRUCT 2 "AC/ — 5' S' Z—TOP OF CURB2 "CSTC /8" AB 18 PER T -13
CONSTRUCT 0 CONSTRUCT8" PVC SEWER 8" PVC WATER
A US 77A l A4A TT1-1E W G AAAE
NS
CURVE DATA
O R= 28 90 °00'00' L= 43.98'
O R= 5 90 °00'00' L= 7,85'
O R= 39,50 23'23'37' L= 16,13'
O R= 52,50 23'23'37' L= 21,44'
O R= 65.50 23'23'37' L= 26.75'
R= 20 71'36'23' L= 14.42' O
R= 46 71'36'23' L= 57.49' O
O R= 33 71.36'23' L= 41,24'
ANDERSON
CIVIL ENGINEERS
SURVEYORS
PORT TO WNSEND, WA 98368
EXP. DATE: OS / 05 / 08
360) 385 -0398
w
Wra >
OD J
Ix¢
NW>
007- X
I-- HW
O
OIN -) @J
99.97'
260
8" Ili
240
10 11
BENCH MARK
MON NO.702 CITY MONUMENT PLAN
DISCOVERY RD ® TOWNE POINT RD
ELEV. 253.78 (NAD 1983)
CENTER LINE GRADE OF NEW
PAVEMENT FINISH GRADE
PROFILE
Hor 1 "= 20'
Vert 1 "= 4'
12
EXP. DATE: 05 =/05
LEGEND:
EXISTING CONTOUR
NEW PAVEMENT
CONSTRUCT 2 "AC/
2 "CSTC /8" AB
TOP OF CURB
18" PER T -13
EX TEL CONDUIT
CENTER LINE PR FILE
@ CL PROPOSED
PAVEMENT _1
CONSTRUCT
SIDEWALK
CONSTRUCT
R" P \/r WATER
CONSTRUCTION NOTES:
MCHHLHS5UN 5I
20' Ol 2" AC /2" CSTC /8" AGG BASE PAVEMENT
Z
In
q
CL
0 0R7H 2 INSTALL 2 "AC /6 "AB DRIVEWAY 12' WIDE (TYPICAL)
TO 11 +40,73
CURVE
I-LJ
II J
J
pUq H H F4
71 °36'23'
20 0 ,o so +0 3O INSTALL STREET NAME AND STOP SIGNS
Q W W d-
Q 0
OJ
Z Z
N 4O INSTALL 8" PVC SEWER & 6" LATERAL LINES
I-- I,-- 3 II
L17 ry W .--, w. RJ
1 inch — 20 ft-
41.24'
f Q
Z 3 d.
J
W JI- LD 01
of H- ,_., I_,.1
In n Cl" n = O INSTALL 8" PVC WATER MAIN & APPURTENANCES
p
U Q Z of
3<06
o D-
J + J u 6 INSTALL 8" ADS STORM DRAIN /CATCH BASIN
O R= 87
r-- U r, U
L= 11.19'
O R= 100
N00'53'07 "'E 139.19 O INSTALL 12" ADS STORM DRAIN CULVERT
P
R= 113 7 °43'03'
O CONSTRUCT 4" PCC SIDEWALK (6' WIDE ON DISCOVERY)
5' WIDE TYPICAL)
CENTER LINE GRADE OF NEW
PAVEMENT FINISH GRADE
PROFILE
Hor 1 "= 20'
Vert 1 "= 4'
12
EXP. DATE: 05 =/05
LEGEND:
EXISTING CONTOUR
NEW PAVEMENT
CONSTRUCT 2 "AC/
2 "CSTC /8" AB
TOP OF CURB
18" PER T -13
EX TEL CONDUIT
CENTER LINE PR FILE
@ CL PROPOSED
PAVEMENT _1
CONSTRUCT
SIDEWALK
CONSTRUCT
R" P \/r WATER
ANDERSON
CIVIL ENGINEERS
SURVEYORS
PORT TO WNSEND, WA 98368
360) 385 -0398
MCHHLHS5UN 5I
TYPICAL T -8 STANDARD
10 +55.92 TO 11 +40,73
CURVE DATA
FO R= 20 71 °36'23' L=
NS
14.42'
GO R=46 71'36'23' L= 57.49'
O R= 33 71'36'23' L= 41.24'
O R= 20 90 °11'30' L= 31.48'
O R= 20 90'34'33' L= 31.21'
O R= 87 7'43'03' L= 11.19'
O R= 100 7 °42'03' L= 12.86'
O R= 113 7 °43'03' L= 14.53'
ANDERSON
CIVIL ENGINEERS
SURVEYORS
PORT TO WNSEND, WA 98368
360) 385 -0398