JB0000820588 - SOW5
6
7
8
9 101112
PROJECT MAP:
POLE INFORMATION:
POLE COUNT =
POLES THAT NEED PERMIT =
POLES THAT NEED MAKE READY =
TRANSMISSION =
DISTRIBUTION =
3
3
2
0
3
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 1985
SITE ADDRESS:
17021 103rd Ave SE
Yelm, WA 98597
CONTACTS:
CANNON COMPANIES
Jen Moser - (253) 285-9370 - jmoser@teamcannon.com
COMCAST COMMUNICATION
Todd Zimny - (360)-507-0598 - Todd_Zimny@cable.comcast.com
SCOPE OF WORK:
JB0000820588
Nisqually Landing
SHEET INDEX
1 -COVER
2 -GENERAL NOTES
3 -LEGEND
4 -DETAILS
5-12 -CONSTRUCTION PLAN
- SET (3) NEW VAULTS
- SET-UP (1) BORE PIT
- BORE (2) 2" CONDUITS. PULL (1) HARDLINE COAX THROUGH
- TIE IN TO EXISTING VAULT
- INSTALL (1) NEW RISER PER DETAIL #S 1 & 2 ON SHEET 4. PULL (1) HARDLINE COAX
THROUGH
- OVERLASH (1) HARDLINE COAX ON EXISTING AERIAL STRAND
- DELASH & RELASH EXISTING STRAND
- TIE IN TO EXISTING SPLICE CASE
N
S
EW
*ALL FOOTAGES AND MATERIALS ARE ESTIMATEDBILL OF MATERIALS*:
NEW AERIAL =
OVERLASH =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
RISER =
TOTAL ROW FOOTAGE =
FT.
FT.
FT.
FT.
FT.
FT.
ROW FOOTAGES*:
NEW BUILDING PATHWAY =
EXISTING BUILDING PATHWAY =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
TOTAL SITE FOOTAGE =
FT.
FT.
FT.
FT.
FT.
SITE FOOTAGES*:
TOTAL PROJECT FOOTAGE = FT.
0
354
1,275
0
(1)25
1,654
0
0
0
0
0
1,654
FTHARDLINE COAX 1,654
MDU
STANDARD
1. THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO
CONSTRUCTION. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE EXCAVATIONS AND BORINGS AHEAD OF THE WORK, AS
NECESSARY, TO DETERMINE THE EXACT LOCATIONS OF UTILITIES AND UNDERGROUND STRUCTURES. IT IS UNDERSTOOD THAT
THERE WILL BE INTERFERING UTILITIES AND OTHER UNDERGROUND PIPES, DRAINS OR STRUCTURES ENCOUNTERED THAT ARE
NOT SHOWN OR AREAS SHOWN INCORRECTLY ON THE PLANS OR THAT HAVE NOT BEEN PREVIOUSLY DISCOVERED IN THE FIELD.
THE CONTRACTOR AGREES THIS IS A NORMAL AND USUAL OCCURRENCE IN THE CONSTRUCTION OF UNDERGROUND
IMPROVEMENTS. FURTHERMORE, CONTRACTORS UNDERSTAND AND AGREE THAT WORK IN SOME CASES PROPOSED PATH MAYBE
IN CLOSE PROXIMITY TO SAID UTILITIES AND UNDERGROUND PIPES, DRAINS AND STRUCTURES NOT SHOWN ON THE PLANS WHICH
MAY REQUIRE A CHANGE IN OPERATIONS AND MAY CAUSE SLOUGHING OF THE TRENCH, ADDITIONAL TRAFFIC CONTROL,
ADDITIONAL PAVEMENT AND BACKFILL COSTS AND TIME. THE CONTRACTOR AGREES THAT A REASONABLE NUMBER OF THESE
OCCURRENCES IS USUAL AND ORDINARY, AND ARE REFLECTED IN THE BID AND PLAN OF OPERATION. THE CONTRACTORS AGREES
TO PROVIDE FOR THESE CONFLICTS AND AGREES TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES
AND/OR UTILITY RELOCATIONS DUE TO SAID CONFLICTS.
2. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 811
3. INSPECTIONS - THE CONTRACTOR SHALL NOTIFY LOCAL JURISDICTIONS FOR REQUIRED INSPECTION SERVICES.
4. EXCESS WATER - SHOULD WATER BE ENCOUNTERED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
DEWATER, AS PER LOCAL JURISDICTIONS STANDARD SPECIFICATIONS, BEFORE CONSTRUCTION CONTINUES.
5. NO SILT LADEN WATER IS TO BE DISCHARGED FROM THE SITE WITHOUT PASSING THROUGH AN EROSION CONTROL SYSTEM.
6. THE CONTRACTOR SHALL SCHEDULE AND CONTROL HIS/HER WORK SO AS TO COMPLY WITH ALL APPLICABLE ORDINANCES TO
PREVENT ANY HAZARDS TO PUBLIC SAFETY, HEALTH AND WELFARE.
7. ALL STREETS SHALL BE KEPT FREE OF DIRT AND DEBRIS ON A CONTINUOUS BASIS.
8. AN APPROVED COPY OF THESE PLANS WILL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
9. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY
OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS.
10. PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES EXCEPT WHERE PRIOR
WRITTEN APPROVAL FROM THE PROPERTY OWNER HAS BEEN OBTAINED.
11. BARRICADE OPEN DEPRESSIONS AND HOLES OCCURRING AS PART OF THIS WORK, AND POST WARNING LIGHTS ON ADJACENT
PROPERTIES WITH PUBLIC ACCESS. OPERATE WARNING LIGHTS DURING HOURS FROM DUSK TO DAWN EACH DAY AND AS
OTHERWISE REQUIRED.
12. PROTECT STRUCTURES, UTILITIES, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL
MOVEMENT, UNDERMINING WASHOUT AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THIS SECTION.
TRAFFIC CONTROL
1. THE CONTRACTOR IS ADVISED THAT ALL LANE CLOSURES SHALL BE KEPT TO A MINIMUM. LOCAL JURISDICTIONS WILL APPROVE
ONLY THOSE LANE AND ROADWAY CLOSURES DETERMINED TO BE NECESSARY FOR THE CONTRACTOR TO ACCOMPLISH A
SPECIFIC TASK. NO LANE OR ROADWAY CLOSURES WILL BE PERMITTED WITHOUT PRIOR APPROVALS.
2. THE CONTRACTOR SHALL KEEP ALL TRAFFIC LANES AND SHOULDERS CLEAR OF EQUIPMENT AND MATERIALS DURING
NON-WORKING HOURS. EQUIPMENT AND MATERIALS SHALL NOT BE STORED ON THE STREETS. THE CONTRACTOR'S EMPLOYEES
AND AGENTS SHALL NOT PARK PRIVATE VEHICLES ALONG THE ROADWAY OR MEDIAN.
SITE PREPARATION
1. SOD AND LAWN TO BE REMOVED SHALL BE CUT TO A NEAT VERTICAL LINE 6" MINIMUM BEYOND THE TRENCH LINE. SOD SHALL BE
EITHER REMOVED FROM THE SITE, OR CAREFULLY STOCKPILED FOR REUSE.
2. SAW CUT PAVEMENT TO A NEAT VERTICAL LINE 8" TO 12" MINIMUM BEYOND THE TRENCH LINE. REPLACE PAVEMENT WITH LIKE
MATERIAL (I.E., ASPHALT WITH ASPHALT, CONCRETE WITH CONCRETE).
3. EXCEPT AS NOTED HEREIN, ALL MATERIAL REMOVED SHALL BE TAKEN FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR.
TRENCH EXCAVATION AND BACKFILL
1. TRENCH BACKFILL - WHERE MATERIAL EXCAVATED FROM TRENCHES IS UNSUITABLE FOR BACKFILL, THE CONTRACTOR SHALL
BACKFILL WITH BANK RUN GRAVEL OR MAY ELECT TO USE CDF IN LIEU OF THE COMPACTION/PROCTOR PROCESS. STONEWAY MIX
351 IS ACCEPTABLE IN ALL LOCATIONS. QUICK SETTING MIX 1004 IS ACCEPTABLE IN NON-TRAFFIC AREAS. MIX 1121 IS TO BE USED IN
TRAFFIC-BEARING LOCATIONS.
2. COMPACTION, WHEN NECESSARY, SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL JURISDICTION REQUIREMENTS.
UTILITY DUCT
1. BURIED DUCT SHALL BE SCHEDULE 80 PVC OR EQUIVALENT, UNLESS NOTED OTHERWISE. MINIMUM CONDUIT COVER SHALL BE 36"
WITH A MINIMUM SLOPE OF 1/2 % TO VAULT.
2. THOROUGHLY CLEAN CONDUIT BEFORE USING OR LAYING. DURING CONSTRUCTION AND AFTER THE DUCT LINE IS COMPLETED,
PLUG ENDS OF CONDUITS TO PREVENT WATER WASHING INTO CONDUIT OR MANHOLES, TAKE PARTICULAR CARE TO KEEP
CONDUITS CLEAR OF CONCRETE, DIRT AND ANY OTHER SUBSTANCE DURING THE COURSE OF CONSTRUCTION.
3. AFTER DUCT PLACEMENT HAS BEEN COMPLETED, PROOF AND CLEAN DEBRIS FROM EACH DUCT, ITS ENTIRE LENGTH. INSTALL PULL
ROPE AND PLACE WATERTIGHT COMPRESSION PLUGS AT BOTH ENDS. ANY CONDUITS CONTAINING FIBER CABLE WILL REQUIRE
SIMPLEX COMPRESSION PLUGS SEALING THE CONDUITS AROUND THE CABLE.
4. OUTSIDE INNERDUCT SHALL BE 1-1/4" OPTIC-GUARD NON-METALLIC FLEXIBLE, IN COLOR SUCH AS RED OR ORANGE, WITH PULL
ROPES AND PLUGS. EXPOSED INNERDUCT INSIDE OF BUILDINGS SHALL BE PLENUM-RATED.
CEMENT CONCRETE PAVEMENT
1. ALL CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED ACCORDING TO THE STANDARD
SPECIFICATIONS OF EACH JURISDICTION.
ASPHALT CONCRETE PAVEMENT
1. ALL ASPHALT CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED WITH CLASS B ASPHALT
CONCRETE ACCORDING TO THE REQUIREMENTS OF EACH JURISDICTION.
GRAVEL AREAS
1. ALL GRAVEL AREAS DAMAGED OR REMOVED BY THIS WORK SHALL BE REPLACED WITH CRUSHED SURFACING TOP COURSE IN
ACCORDANCE WITH THE REQUIREMENTS OF EACH JURISDICTION.
SITE RESTORATION
1. ALL DISTURBED OR DAMAGED AREAS SHALL BE RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED
PRIOR TO PLACEMENT OF THE CONDUIT AND STRUCTURES.
2. VEGETATION REMOVED FOR THIS WORK SHALL BE REPLACED WITH IN-KIND PLANT MATERIAL AND SHALL BE PROPERLY PLANTED
AND WATERED IN TO ENSURE ITS SURVIVAL.
3. SITE RESTORATION SHALL INCLUDE REPLACING EXISTING CABLING AND PULL ROPES IN EXISTING CONDUITS AS THEY EXISTED
PRIOR TO CONSTRUCTION.
WATER QUALITY
1. CONSTRUCTION ACTIVITIES OCCURRING ADJACENT TO STORM DRAINAGE STRUCTURES SHALL COMPLY WITH THE STATE OF
WASHINGTON'S WATER QUALITY STANDARDS
2. THE CONTRACTOR SHALL LIMIT THE USE OF PETROLEUM PRODUCTS ON THE SITE.
DIRECTIONAL BORING
1. WHEN BORING ROADWAYS, INSTALL (1) 4" SCHEDULE 40 PVC CONDUIT WITH PULL ROPES AND PLUGS.
2. PROTECT EXISTING UTILITIES -- COORDINATE WITH LOCAL JURISDICTIONS TO POTHOLE AS REQUIRED TO LOCATE EXISTING
UTILITIES.
FIRE PROTECTION
1. ALL INSTALLED BACKBOARDS SHALL BE PAINTED WITH FIRE-RESISTANT PAINT.
2. ALL FIRE SEALED DUCT ENDS AND CORES SHALL BE 2 HOUR FIRE-RATED. ALL FIRE SEAL IN EXISTING LOCATIONS SHALL BE
REPAIRED OR REPLACED UPON DUCT OR CABLE PLACEMENT.
AERIAL INSTALLATION
1. ALL AERIAL CONSTRUCTION IS TO BE PERFORMED TO INDUSTRY ACCEPTABLE STANDARDS.
2. ALL NEW AERIAL (AND EXISTING) CABLE HEIGHTS OF ATTACHMENT TO BE DOCUMENTED AT TIME OF CONSTRUCTION.
3. 6.35 MM STRAND TO BE USED WITH STANDARD 1/4" POLE LINE HARDWARE UNLESS OTHERWISE SPECIFIED. BOND STRAND TO
POWER MAIN WHERE APPLICABLE.
4. ALL ANCHORS TO BE USED WILL BE 3/4" SCREW TYPE.
5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND FOLLOW ALL NESC CODES ALONG WITH APPLICABLE LOCAL AND
REGIONAL GOVERNING AUTHORITIES. ANY DISCREPANCIES BETWEEN THESE AUTHORITIES AND OR THE CONSTRUCTION PERMITS
IS TO BE VALIDATED WITH THE DESIGNER OR ENGINEER PRIOR TO CONSTRUCTION.
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000820588Nisqually Landing17021 103rd Ave SEYelm, WA 98597MDU17-050
12/08/2022
J.Moser
T.Housden
GENERAL NOTES
2 12
SCALE:
NO
SCALE
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000820588Nisqually Landing17021 103rd Ave SEYelm, WA 98597MDU17-050
12/08/2022
J.Moser
T.Housden
LEGEND
3 12
SCALE:
NO
SCALE
MARK-UP NOTATIONSSYMBOLSLINE TYPES HATCH PATTERNS
LANE LINE
CENTER LINE / STATION LINE
FOG LINE
EDGE OF PAVEMENT
RIGHT OF WAY
SIDEWALK
FENCE
GUARD RAIL
POWER
TRAFFIC SIGNAL
COMMUNICATION
TELECOMMUNICATION
SEWER MAIN
SIDE SEWER
DRAIN MAIN
DRAINAGE DITCH
GAS
OIL
STEAM
WATER
UNKNOWN UTILITY
STRAW WATTLES
TRAFFIC CONES
PROPOSED NEW CONDUIT
PROPOSED NEW STRUCTURE
PROPOSED NEW AERIAL STRAND
FL FL
EOP EOP
ROW ROW
S/W S/W
U U U U
P P
TS TS
C C
T T
S S
SS SS
D D
DD DD
G G
OIL OIL
ST ST
W W
UNK UNK
EXISTING CONDUIT/INFRASTRUCTURE
EXISTING AERIAL
UTILITY POLE (EXIST / NEW)
STREET LIGHT
CROSS WALK SIGNAL
SHRUBBERY
TREE
CATCH BASIN
CATCH BASIN W/ SOCK
MANHOLE
UTILITY VALVE
WATER METER
UTILITY RISER (EXIST / NEW)
CB
CB
V
M
CW
SL
R
FIRE HYDRANTFH
MH
17X30 VAULT
24X36 VAULT
36X48 VAULT
4X4 VAULT
25-TA VAULT
233-LA
444-LA
253-TA VAULT
35-TA VAULT
UNK VAULT (SIZE MAY VARY)
DH
TH
DOG HOUSE
TIGER HOUSE
P PEDESTAL
EXISTING SPLICE CASE
DISTANCE STATIONSTA 0+00
CONSTRUCTION NOTE CALLOUT#
DISTANCE DIMENSION
A
#
CROSS SECTION SYMBOL
CROSS SECTION NAME
CROSS SECTION PAGE
WORK BEING DONE1LOCATION
PHOTO NOTE CALLOUT
PHOTO LOCATOR/ORIENTATION
CONCRETE ASPHALT
CONCRETE PANELS
LANDSCAPE
LIMITS OF RESTORATION
#
NEW SPLICE CASE
NEW STORAGE
FOOTAGE NOTE
FOOTAGE NOTE OVER(339')
339'
MULTIPLE SHEETS
CALLOUT
GRAVEL
BRICK/COBBLE
200'
PARCEL LINES
BOREPIT
BOREPIT (SIZE MAY VARY)
N
S
EW
BUILDING OUTLINE
UTILITY POTHOLE
STREET SIGN
NORTH ARROW
LANE DIRECTION INDICATOR
#
POLE ANCHOR/GUY PROPOSED
CROSSWALK
R
POLE # CALLOUT#
CAB CABINET
NEW COAX TAP
BUS STOP LOCATION
TRENCH - SOFT SURFACE
STANDARD DETAIL
PROPOSED CONDUIT6"-12"
18"
18"
36"
EXISTING SOFT
SURFACE MAGNETIC LOCATOR TAPE
(ENTIRE TRENCH LENGTH)
BACKFILL COMPACTED TO
95% OF MAXIMUM
RELATIVE DENSITY OR
STONEWAY MIX 1004.
SURFACE RESTORATION
CONTRACTOR TO VERIFY
SPECIFICATION WITH LOCAL
JURISDICTION
3UTILITY POLE RISER -
STANDARD DETAIL
(1) 10' PVC CONDUIT
SECTIONS
15" HDG POLE BRACKET W/
PIPE CLAMP (B2017 BY
POWER-STRUT OR EQUAL) 4"
MIN OFFSET FROM POLE.22' (TYP)(1) 10' PVC CONDUIT
SECTIONS
EXISTING SURFACE24' (TYP)PROPOSED CABLE
EXISTING AERIAL
POWER
EXISTING UTILITY POLEVARIES
#1
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000820588Nisqually Landing17021 103rd Ave SEYelm, WA 98597MDU17-050
12/08/2022
J.Moser
T.Housden
DETAILS
4 12
SCALE:
NO
SCALE
RISER PLACEMENT
STANDARD DETAIL
LOCATION
1
CONDUIT
UP TO 2 CONDUITS
STANDOFF BRACKET
15" MIN LENGTH
℄
℄
DIRECTION OF VEHICULAR TRAFFIC
PLAN VIEW
LOCATION
2
LOCATION
4
LOCATION
3
CONDUIT CLAMP
5" MIN
2
ROWROWROWROWROWROWROW
ROWROWROWROWROWROWROWROWROWROWROWROW
FLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPFLFLFLEOPEOPEOPEOPEOPEOPEOPEOPS/WS/WS/WS/WWALMART BLVD SENEW
PPV
V
V
M
P P P
GGWWSTA 18+00
STA 18+50
STA 19+00
STA 19+50
MATCHLINE SHEET 6
3
2
1
320'CONSTRUCTION NOTES:
SET (1) NEW VAULT
SET-UP (1) BORE PIT
BORE (2) 2" CONDUITS. PULL (1) HARDLINE COAX
THROUGH
BORE (4) 2" CONDUITS. PULL (1) HARDLINE COAX
THROUGH
TIE IN TO EXISTING VAULT
INSTALL (1) NEW RISER PER DETAIL #S 1 & 2 ON
SHEET 4. PULL (1) HARDLINE COAX THROUGH
OVERLASH (1) HARDLINE COAX ON EXISTING
AERIAL STRAND
DELASH & RELASH EXISTING STRAND
TIE IN TO EXISTING SPLICE CASE
1
2
3
4
6
7
8
9
5
UTILITY LOCATION DISCLAIMER
ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE.
LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION
CENTER AT 1-800-424-5555
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000820588Nisqually Landing17021 103rd Ave SEYelm, WA 98597MDU17-050
12/08/2022
J.Moser
T.Housden
CONSTRUCTION PLAN
5 12
PROPOSED PATH DISCLAIMERS
1. PROPOSED PATHWAY MAY CHANGE AT TIME OF
CONSTRUCTION DUE TO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD
DURING TIME OF CONSTRUCTION WHEN TRENCHING
DRAINAGE SYSTEM DISCLAIMER
EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)
SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT
THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE
SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES,
THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS.
UTILITY NOTE
WHEN CROSSING EXISTING SEWER, STORM MAIN,
WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST
MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW
VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE
OUTSIDE EDGE
WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT
MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL
CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES
PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5'
HORIZONTAL CLEARANCE.
POTHOLE DISCLAIMER
POTHOLING WILL BE PERFORMED IN
SOFT SURFACES WHEN APPLICABLE TO
REDUCE HARD SURFACE RESTORATION.
PATCH POTHOLE LOCATIONS PER
LOCAL JURISDICTION SPECIFICATIONS
LOCATION
STATION START
STATIONING STARTS AT THE INTERSECTION OF40+00
170TH ST SE & SR 507
SCALE:
0'10'20'
N
S
EW
STATION START
STATIONING STARTS AT THE INTERSECTION OF10+00
OLD YELM-KENN RD SE & 170TH ST SE
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPEOPE
O
PEOPE
O
PEOPEOPEOPEOPS/WS/WS/WS/WS/WS/WS/WS/WWALMART BLVD SENEW
G G
PPPPPPPPPPPPPPPSL
MCBV
V
V
VCB
GGGGGGGGWW W W WWWWWWWWSTA 20+00
STA 20+50
STA 21+00
STA 21+50
STA 22+00
MATCHLINE SHEET 5
MATCHLINE SHEET 7
2
1
3
(320')360'STA 21+22
8'STOPSTOPCONSTRUCTION NOTES:
SET (1) NEW VAULT
SET-UP (1) BORE PIT
BORE (2) 2" CONDUITS. PULL (1) HARDLINE COAX
THROUGH
BORE (4) 2" CONDUITS. PULL (1) HARDLINE COAX
THROUGH
TIE IN TO EXISTING VAULT
INSTALL (1) NEW RISER PER DETAIL #S 1 & 2 ON
SHEET 4. PULL (1) HARDLINE COAX THROUGH
OVERLASH (1) HARDLINE COAX ON EXISTING
AERIAL STRAND
DELASH & RELASH EXISTING STRAND
TIE IN TO EXISTING SPLICE CASE
1
2
3
4
6
7
8
9
5
UTILITY LOCATION DISCLAIMER
ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE.
LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION
CENTER AT 1-800-424-5555
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000820588Nisqually Landing17021 103rd Ave SEYelm, WA 98597MDU17-050
12/08/2022
J.Moser
T.Housden
CONSTRUCTION PLAN
6 12
PROPOSED PATH DISCLAIMERS
1. PROPOSED PATHWAY MAY CHANGE AT TIME OF
CONSTRUCTION DUE TO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD
DURING TIME OF CONSTRUCTION WHEN TRENCHING
DRAINAGE SYSTEM DISCLAIMER
EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)
SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT
THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE
SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES,
THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS.
UTILITY NOTE
WHEN CROSSING EXISTING SEWER, STORM MAIN,
WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST
MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW
VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE
OUTSIDE EDGE
WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT
MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL
CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES
PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5'
HORIZONTAL CLEARANCE.
POTHOLE DISCLAIMER
POTHOLING WILL BE PERFORMED IN
SOFT SURFACES WHEN APPLICABLE TO
REDUCE HARD SURFACE RESTORATION.
PATCH POTHOLE LOCATIONS PER
LOCAL JURISDICTION SPECIFICATIONS
LOCATION
STATION START
STATIONING STARTS AT THE INTERSECTION OF40+00
170TH ST SE & SR 507
SCALE:
0'10'20'
N
S
EW
STATION START
STATIONING STARTS AT THE INTERSECTION OF10+00
OLD YELM-KENN RD SE & 170TH ST SE
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPEOPS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WEO
PEOPEOPEOPEOPEOPEOPEOP S/WWALMART BLVD SEWALMART BLVD SEPPPPPPPPPPPPPPPPPSL
SL MMCB
MH
CBGGGGGGGGGGWWWWWWWWWSTA 22+50
STA 23+00
STA 23+50
STA 24+00
MATCHLINE SHEET 6
MATCHLINE SHEET 8
3
(360')6'
CONSTRUCTION NOTES:
SET (1) NEW VAULT
SET-UP (1) BORE PIT
BORE (2) 2" CONDUITS. PULL (1) HARDLINE COAX
THROUGH
BORE (4) 2" CONDUITS. PULL (1) HARDLINE COAX
THROUGH
TIE IN TO EXISTING VAULT
INSTALL (1) NEW RISER PER DETAIL #S 1 & 2 ON
SHEET 4. PULL (1) HARDLINE COAX THROUGH
OVERLASH (1) HARDLINE COAX ON EXISTING
AERIAL STRAND
DELASH & RELASH EXISTING STRAND
TIE IN TO EXISTING SPLICE CASE
1
2
3
4
6
7
8
9
5
UTILITY LOCATION DISCLAIMER
ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE.
LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION
CENTER AT 1-800-424-5555
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000820588Nisqually Landing17021 103rd Ave SEYelm, WA 98597MDU17-050
12/08/2022
J.Moser
T.Housden
CONSTRUCTION PLAN
7 12
PROPOSED PATH DISCLAIMERS
1. PROPOSED PATHWAY MAY CHANGE AT TIME OF
CONSTRUCTION DUE TO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD
DURING TIME OF CONSTRUCTION WHEN TRENCHING
DRAINAGE SYSTEM DISCLAIMER
EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)
SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT
THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE
SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES,
THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS.
UTILITY NOTE
WHEN CROSSING EXISTING SEWER, STORM MAIN,
WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST
MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW
VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE
OUTSIDE EDGE
WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT
MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL
CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES
PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5'
HORIZONTAL CLEARANCE.
POTHOLE DISCLAIMER
POTHOLING WILL BE PERFORMED IN
SOFT SURFACES WHEN APPLICABLE TO
REDUCE HARD SURFACE RESTORATION.
PATCH POTHOLE LOCATIONS PER
LOCAL JURISDICTION SPECIFICATIONS
LOCATION
STATION START
STATIONING STARTS AT THE INTERSECTION OF40+00
170TH ST SE & SR 507
SCALE:
0'10'20'
N
S
EW
STATION START
STATIONING STARTS AT THE INTERSECTION OF10+00
OLD YELM-KENN RD SE & 170TH ST SE
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPS/WS/WS/WS/WS/WS/WS/WS/WS/WS/WWALMART BLVD SENEW
PPPPPPPPPPPPPPPPPPPSLCB
GGGGGGGGGWWWWWWWWWSTA 24+50
STA 25+00
STA 25+50
STA 26+00
MATCHLINE SHEET 7
MATCHLINE SHEET 9
3
3
2
1 (360')300'STA 24+81
7'
CONSTRUCTION NOTES:
SET (1) NEW VAULT
SET-UP (1) BORE PIT
BORE (2) 2" CONDUITS. PULL (1) HARDLINE COAX
THROUGH
BORE (4) 2" CONDUITS. PULL (1) HARDLINE COAX
THROUGH
TIE IN TO EXISTING VAULT
INSTALL (1) NEW RISER PER DETAIL #S 1 & 2 ON
SHEET 4. PULL (1) HARDLINE COAX THROUGH
OVERLASH (1) HARDLINE COAX ON EXISTING
AERIAL STRAND
DELASH & RELASH EXISTING STRAND
TIE IN TO EXISTING SPLICE CASE
1
2
3
4
6
7
8
9
5
UTILITY LOCATION DISCLAIMER
ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE.
LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION
CENTER AT 1-800-424-5555
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000820588Nisqually Landing17021 103rd Ave SEYelm, WA 98597MDU17-050
12/08/2022
J.Moser
T.Housden
CONSTRUCTION PLAN
8 12
PROPOSED PATH DISCLAIMERS
1. PROPOSED PATHWAY MAY CHANGE AT TIME OF
CONSTRUCTION DUE TO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD
DURING TIME OF CONSTRUCTION WHEN TRENCHING
DRAINAGE SYSTEM DISCLAIMER
EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)
SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT
THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE
SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES,
THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS.
UTILITY NOTE
WHEN CROSSING EXISTING SEWER, STORM MAIN,
WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST
MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW
VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE
OUTSIDE EDGE
WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT
MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL
CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES
PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5'
HORIZONTAL CLEARANCE.
POTHOLE DISCLAIMER
POTHOLING WILL BE PERFORMED IN
SOFT SURFACES WHEN APPLICABLE TO
REDUCE HARD SURFACE RESTORATION.
PATCH POTHOLE LOCATIONS PER
LOCAL JURISDICTION SPECIFICATIONS
LOCATION
STATION START
STATIONING STARTS AT THE INTERSECTION OF40+00
170TH ST SE & SR 507
SCALE:
0'10'20'
N
S
EW
STATION START
STATIONING STARTS AT THE INTERSECTION OF10+00
OLD YELM-KENN RD SE & 170TH ST SE
ROWROWROWROWR
O
W
ROW ROW ROW
ROW ROW ROWROWROWROWROWROWFLFLFLFLFLFLFLFLFL FL FL FL FL FLEOPEOP
FL FL
FL
FLEOP
EOP
EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOP EOP EOPS/WS/WS/WS/
W
S/W S/W
S/W S/W
STATE HWY 507 SE/SR 507WALMART BLVD SEGGGCCCPPPPPPP
PPP
PPPPPP
PPPPPPPPPPP
PPPPPPPPPP
CCCCCC
VS/WP
P
SL
SL
SL
V
VV GGGGGFH
WWWWW
W W W W W WWWWWWWSTA 26+50
STA 27+00
STA 27+50
STA 28+00
STA 27+79
STA 28+22
STA 40+50STA 41+00STA 40+00STA 39+50STA 39+00MATCHLINE SHEET 8
MATCHLINESHEET 11MATCHLINESHEET 103
3
4
2(300')132'
150'STA 40+197'
5'
5'
4'
STA 28+09
4'
4'
CONSTRUCTION NOTES:
SET (1) NEW VAULT
SET-UP (1) BORE PIT
BORE (2) 2" CONDUITS. PULL (1) HARDLINE COAX
THROUGH
BORE (4) 2" CONDUITS. PULL (1) HARDLINE COAX
THROUGH
TIE IN TO EXISTING VAULT
INSTALL (1) NEW RISER PER DETAIL #S 1 & 2 ON
SHEET 4. PULL (1) HARDLINE COAX THROUGH
OVERLASH (1) HARDLINE COAX ON EXISTING
AERIAL STRAND
DELASH & RELASH EXISTING STRAND
TIE IN TO EXISTING SPLICE CASE
1
2
3
4
6
7
8
9
5
UTILITY LOCATION DISCLAIMER
ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE.
LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION
CENTER AT 1-800-424-5555
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000820588Nisqually Landing17021 103rd Ave SEYelm, WA 98597MDU17-050
12/08/2022
J.Moser
T.Housden
CONSTRUCTION PLAN
9 12
PROPOSED PATH DISCLAIMERS
1. PROPOSED PATHWAY MAY CHANGE AT TIME OF
CONSTRUCTION DUE TO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD
DURING TIME OF CONSTRUCTION WHEN TRENCHING
DRAINAGE SYSTEM DISCLAIMER
EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)
SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT
THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE
SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES,
THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS.
UTILITY NOTE
WHEN CROSSING EXISTING SEWER, STORM MAIN,
WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST
MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW
VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE
OUTSIDE EDGE
WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT
MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL
CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES
PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5'
HORIZONTAL CLEARANCE.
POTHOLE DISCLAIMER
POTHOLING WILL BE PERFORMED IN
SOFT SURFACES WHEN APPLICABLE TO
REDUCE HARD SURFACE RESTORATION.
PATCH POTHOLE LOCATIONS PER
LOCAL JURISDICTION SPECIFICATIONS
LOCATION
STATION START
STATIONING STARTS AT THE INTERSECTION OF40+00
170TH ST SE & SR 507
SCALE:
0'10'20'
N
S
EW
STATION START
STATIONING STARTS AT THE INTERSECTION OF10+00
OLD YELM-KENN RD SE & 170TH ST SE
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROW ROW ROW ROW ROW ROW
ROWFL FL FL FL FL FL FL FL FL FL
EOP EOP EOP EOP EOP EOP EOP EOP EOP
EOP EOP EOP EOP EOP EOP EOP EOP
EOP
S/W S/W S/W S/W S/W S/W S/W S/W S/W S/WS/W S/W S/W S/W S/W S/W S/W S/W S/W S/W
STATE HWY 507 SE/SR 507
GGGGGGGGGGG
P
P P P P P P P P P P
P P P P P P P
PC C C C C C C C C C C
SL
W W W W W W W W W W W
STA 41+50STA 42+00STA 42+50STA 43+00STA 43+50MATCHLINESHEET 94
2
5
13'STA 41+694'
5'
6'
CONSTRUCTION NOTES:
SET (1) NEW VAULT
SET-UP (1) BORE PIT
BORE (2) 2" CONDUITS. PULL (1) HARDLINE COAX
THROUGH
BORE (4) 2" CONDUITS. PULL (1) HARDLINE COAX
THROUGH
TIE IN TO EXISTING VAULT
INSTALL (1) NEW RISER PER DETAIL #S 1 & 2 ON
SHEET 4. PULL (1) HARDLINE COAX THROUGH
OVERLASH (1) HARDLINE COAX ON EXISTING
AERIAL STRAND
DELASH & RELASH EXISTING STRAND
TIE IN TO EXISTING SPLICE CASE
1
2
3
4
6
7
8
9
5
UTILITY LOCATION DISCLAIMER
ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE.
LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION
CENTER AT 1-800-424-5555
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000820588Nisqually Landing17021 103rd Ave SEYelm, WA 98597MDU17-050
12/08/2022
J.Moser
T.Housden
CONSTRUCTION PLAN
10 12
PROPOSED PATH DISCLAIMERS
1. PROPOSED PATHWAY MAY CHANGE AT TIME OF
CONSTRUCTION DUE TO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD
DURING TIME OF CONSTRUCTION WHEN TRENCHING
DRAINAGE SYSTEM DISCLAIMER
EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)
SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT
THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE
SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES,
THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS.
UTILITY NOTE
WHEN CROSSING EXISTING SEWER, STORM MAIN,
WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST
MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW
VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE
OUTSIDE EDGE
WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT
MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL
CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES
PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5'
HORIZONTAL CLEARANCE.
POTHOLE DISCLAIMER
POTHOLING WILL BE PERFORMED IN
SOFT SURFACES WHEN APPLICABLE TO
REDUCE HARD SURFACE RESTORATION.
PATCH POTHOLE LOCATIONS PER
LOCAL JURISDICTION SPECIFICATIONS
LOCATION
STATION START
STATIONING STARTS AT THE INTERSECTION OF40+00
170TH ST SE & SR 507
SCALE:
0'10'20'
N
S
EW
STATION START
STATIONING STARTS AT THE INTERSECTION OF10+00
OLD YELM-KENN RD SE & 170TH ST SE
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP
FL FL FL FL FL FL FL FL FL
FL FL FL FL FL FL FL FL FL FL
EOP
EOP
EOP
EOP EOP EOP
STATE HWY 507 SE/SR 507
R25'
GGGGGGGGGGG CCCCCCCCC
WWWWWWWWW
STA 38+50STA 38+00STA 37+50STA 37+00STA 36+50MATCHLINESHEET 9MATCHLINESHEET 127 6
3
256'STA 38+861
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:
1 PSE
559029-148079
NEUTRAL 24 11 N/A
COMCAST #1 21 6 N/A
TELCO #1 20 11 N/A
D
N
N
N
CONTRACTOR MR: LOWER TELCO #1 TO 20'-5"
CONSTRUCTION NOTES:
SET (1) NEW VAULT
SET-UP (1) BORE PIT
BORE (2) 2" CONDUITS. PULL (1) HARDLINE COAX
THROUGH
BORE (4) 2" CONDUITS. PULL (1) HARDLINE COAX
THROUGH
TIE IN TO EXISTING VAULT
INSTALL (1) NEW RISER PER DETAIL #S 1 & 2 ON
SHEET 4. PULL (1) HARDLINE COAX THROUGH
OVERLASH (1) HARDLINE COAX ON EXISTING
AERIAL STRAND
DELASH & RELASH EXISTING STRAND
TIE IN TO EXISTING SPLICE CASE
1
2
3
4
6
7
8
9
5
UTILITY LOCATION DISCLAIMER
ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE.
LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION
CENTER AT 1-800-424-5555
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000820588Nisqually Landing17021 103rd Ave SEYelm, WA 98597MDU17-050
12/08/2022
J.Moser
T.Housden
CONSTRUCTION PLAN
11 12
PROPOSED PATH DISCLAIMERS
1. PROPOSED PATHWAY MAY CHANGE AT TIME OF
CONSTRUCTION DUE TO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD
DURING TIME OF CONSTRUCTION WHEN TRENCHING
DRAINAGE SYSTEM DISCLAIMER
EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)
SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT
THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE
SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES,
THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS.
UTILITY NOTE
WHEN CROSSING EXISTING SEWER, STORM MAIN,
WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST
MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW
VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE
OUTSIDE EDGE
WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT
MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL
CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES
PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5'
HORIZONTAL CLEARANCE.
POTHOLE DISCLAIMER
POTHOLING WILL BE PERFORMED IN
SOFT SURFACES WHEN APPLICABLE TO
REDUCE HARD SURFACE RESTORATION.
PATCH POTHOLE LOCATIONS PER
LOCAL JURISDICTION SPECIFICATIONS
LOCATION
STATION START
STATIONING STARTS AT THE INTERSECTION OF40+00
170TH ST SE & SR 507
SCALE:
0'10'20'
N
S
EW
STATION START
STATIONING STARTS AT THE INTERSECTION OF10+00
OLD YELM-KENN RD SE & 170TH ST SE
16910
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP
FL FL FL FL FL FL FL FL FL FL
FL FL FL FL FL FL FL FL FL FL FL
EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP
STATE HWY 507 SE/SR 507STATE HWY 507 SE/SR 507
GGSTA 36+00STA 35+50STA 35+00STA 34+50STA 34+00MATCHLINESHEET 119
8
98'STA 36+30STA 35+342
3
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:
2 PSE
559029-148054
NEUTRAL 25 6 N/A
SECONDARY 25 6 N/A
SECONDARY DRIP 25 0 N/A
COMCAST #1 21 8 N/A
TELCO #1 20 4 N/A
D
N
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:3 PSE
559028-148036
NEUTRAL 26 10 N/A
SECONDARY 26 10 N/A
SECONDARY DRIP 26 2 N/A
COMCAST #1 24 1 N/A
TELCO #1 23 1 N/A
D
N
N
N
N
N
CONTRACTOR MR: LOWER COMCAST #1 TO 22'-7"
LOWER TELCO #1 TO 21'-7"
CONSTRUCTION NOTES:
SET (1) NEW VAULT
SET-UP (1) BORE PIT
BORE (2) 2" CONDUITS. PULL (1) HARDLINE COAX
THROUGH
BORE (4) 2" CONDUITS. PULL (1) HARDLINE COAX
THROUGH
TIE IN TO EXISTING VAULT
INSTALL (1) NEW RISER PER DETAIL #S 1 & 2 ON
SHEET 4. PULL (1) HARDLINE COAX THROUGH
OVERLASH (1) HARDLINE COAX ON EXISTING
AERIAL STRAND
DELASH & RELASH EXISTING STRAND
TIE IN TO EXISTING SPLICE CASE
1
2
3
4
6
7
8
9
5
UTILITY LOCATION DISCLAIMER
ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE.
LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO
CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION
CENTER AT 1-800-424-5555
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0000820588Nisqually Landing17021 103rd Ave SEYelm, WA 98597MDU17-050
12/08/2022
J.Moser
T.Housden
CONSTRUCTION PLAN
12 12
PROPOSED PATH DISCLAIMERS
1. PROPOSED PATHWAY MAY CHANGE AT TIME OF
CONSTRUCTION DUE TO UTILITY LOCATIONS AND
INSPECTOR REQUIREMENTS
2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD
DURING TIME OF CONSTRUCTION WHEN TRENCHING
DRAINAGE SYSTEM DISCLAIMER
EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.)
SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT
THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE
SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES,
THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS.
UTILITY NOTE
WHEN CROSSING EXISTING SEWER, STORM MAIN,
WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST
MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW
VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE
OUTSIDE EDGE
WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT
MUST MAINTAIN A MINIMUM OF 3' HORIZONTAL
CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES
PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 5'
HORIZONTAL CLEARANCE.
POTHOLE DISCLAIMER
POTHOLING WILL BE PERFORMED IN
SOFT SURFACES WHEN APPLICABLE TO
REDUCE HARD SURFACE RESTORATION.
PATCH POTHOLE LOCATIONS PER
LOCAL JURISDICTION SPECIFICATIONS
LOCATION
STATION START
STATIONING STARTS AT THE INTERSECTION OF40+00
170TH ST SE & SR 507
SCALE:
0'10'20'
N
S
EW
STATION START
STATIONING STARTS AT THE INTERSECTION OF10+00
OLD YELM-KENN RD SE & 170TH ST SE