JB0001174766 - SOW56
PROJECT MAP:
POLE INFORMATION:
POLE COUNT =
POLES THAT NEED PERMIT =
POLES THAT NEED MAKE READY =
TRANSMISSION =
DISTRIBUTION =
1
0
0
0
0
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 1985
SITE ADDRESS:
706 Yelm Ave E
Yelm, WA 98597
CONTACTS:
CANNON COMPANIES
Christopher White - (253) 348-9733 - cwhite@teamcannon.com
COMCAST COMMUNICATION
Todd Zimny - (360)-507-0598 - Todd_Zimny@cable.comcast.com
SCOPE OF WORK:
JB0001174766
Yelm Shell
SMB
SHEET INDEX
1 -COVER
2 -GENERAL NOTES
3 -LEGEND
4 -DETAILS
5-6 -CONSTRUCTION PLAN
- TIE IN TO EXISTING COAX
- PROOF & PULL (1) 0.625 COAX THROUGH EXISTING RISER
- PROOF & PULL (1) 0.625 COAX THROUGH EXISTING CONDUIT
- SET-UP (1) BORE PIT
- BORE (1) 4" CONDUIT & PULL (1) 0.625 COAX THROUGH
- SET (1) NEW 24"X36" VAULT PER DETAIL # 2 ON SHEET 4 & PULL (1) 0.625 COAX THROUGH
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
0
242
95
(1)25
362
0
0
0
0
0
362
FT.625 COAX 362
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 CHANGEDATEBYQCJB0001174766Yelm Shell706 Yelm Ave EYelm, WA 98597SMB17-050
08/29/2022
C.White
T.Housden
GENERAL NOTES
2 6
SCALE:
NO
SCALE
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001174766Yelm Shell706 Yelm Ave EYelm, WA 98597SMB17-050
08/29/2022
C.White
T.Housden
LEGEND
3 6
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
BULK424C072
HDPE STRUCTURAL FOAM/CHANNELL
SHIELD COVER
CHANNELL'S BULK VAULT ASSEMBLY
ANTI-SLIP TREAD PATTERN
ON CHANNELL SHIELD COVER
INSIDE DIMENSIONS
LENGTH WIDTH DEPTH
34.75"23"24"
FEATURES:
-VAULT BODY: 24 X 36 X 24 INCHES (OPEN
FLOOR)
-HDPE BODY - CHANNELL POLYMER COVER -
LOAD RATED
TIER 22 (SNSI/SCTE 77 2010)
-1 SHIELD COVER, TIER 22, WITH SLIP RESISTANT
TREAD
-2 COVER LOCKING BOLTS, 9
16 STAINLESS STEEL
HEX HEAD
BOLTS 3/8-16 UNC X 3-12" THREAD BOLTS WITH
WASHERS
-2 BOX SELF CENTERING STAINLESS STEEL
CORROSION
RESISTANT NUTS
-2 TEMPORARY DROP DOOTS: 2 EACH SIDE
-MINIMUM OF 2 LIFTING SLOTS IN COVER
EQUIPPED WITH
STAINLESS STEEL PINS (SLOTS APPROXIMATELY 34"
X 2")
-4 REINFORCED POLYMER STEP RACKS, 2 PER
SIDE
-2 LIFTING SLOTS APPROXIMATELY 34" X 4" WITH
STAINLESS
STEEL LIFTING PINS
WEIGHT & SHIPPING:
-COVER WEIGHT: 50 LBS
-BOX WEIGHT: 55 LBS
-ASSEMBLY WEIGHT: 105 LBS
-LOADED PALLET WEIGHT: 210 LBS
-PER PALLET#: 2
-PALLET DIMENSIONS: 58"L X 40"W X 42"H
LOAD RATINGS:
-ANSI/SCTE 77 TIER 22
-PROOF LOAD: 33,750 LBF
C H A N N E L L
3"
35 1
2"
24"
24"
28 34"
40 38"
HDPE
BODY
LOGO
LOCATION
VERTICAL
RACKING
LIFT PIN FOR
HANDHOLE
COVER
CHANNELL SHIELD COVER
24x36 VAULT
STANDARD DETAIL2TRENCH - 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
1
/
DATE:
DRAWN BY:
PROJECT MANAGER:
CODE:PROJECT REVISIONSREVDESCRIPTION OF CHANGEDATEBYQCJB0001174766Yelm Shell706 Yelm Ave EYelm, WA 98597SMB17-050
08/29/2022
C.White
T.Housden
DETAILS
4 6
SCALE:
NO
SCALE
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
S/WS/WS/WS/WS/WS/WS/WS/WS/W S/WS/WS/WS/WS/WS/WS/WS/WS/W
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
FLFLFLFLFLFLFLFLFLFL
FLFLFLFLFLFLFLFLFLFL
ROWROWROWROWROWROWROWROWROW
ROWROWROWROWROWROWROWROWROWROW
103RD AVE SE
S/WS/WS/WS/WS/WS/W
S/WS/WS/WS/WS/WS/W
S/W
S/W
R 25'
WWW V W W W W W W
V
V
M
CAB
THFH
WSL
SL
CB
CB
CB
CB
D D D D D D D D D
D D D D D D D D D D D
PPP P P P P P P P P
PPPPPPPP P P P
(240')BOREPIT
5
3
12
3
4'
4'95'STA 13+00STA 13+50STA 14+00STA 14+50STA 15+00STA 13+39GGGGGGGGGGG
GGGG1
CONSTRUCTION NOTES:
TIE IN TO EXISTING COAX
PROOF & PULL (1) 0.625 COAX THROUGH
EXISTING RISER
PROOF & PULL (1) 0.625 COAX THROUGH
EXISTING CONDUIT
SET-UP (1) BORE PIT
BORE (1) 4" CONDUIT & PULL (1) 0.625 COAX
THROUGH
SET (1) NEW 24"X36" VAULT PER DETAIL # 2 ON
SHEET 4 & PULL (1) 0.625 COAX THROUGH
2
3
4
5
6
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 CHANGEDATEBYQCJB0001174766Yelm Shell706 Yelm Ave EYelm, WA 98597SMB17-050
08/29/2022
C.White
T.Housden
CONSTRUCTION PLAN
5 6
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 OF10+00
WEST RD SE & 103RD AVE SE
SCALE:
0'10'20'
N
S
EW
E
O
PEOPEOPEOP
EOPEOPEOPEOPEOPEOP
S/W S/W S/W S/W S/W S/W
S/W
S/W S/W S/W S/W S/W
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFL
FLFLFLFLFLFLFLFLFLFLFL
ROWROWROWROWROWROWROWROWROWROW
ROWROWROWROWROWROWROWROWROWROW
103RD AVE SE103RD AVE SE
S/WS/WS/WS/WS/WS/WS/WS/W
S/WS/WS/WS/WS/WS/WS/WS/WS/WS/W
NEWSL
CB
S/W S/W
WWWW
WWWWWW
V
V
FH
MCB
CB
CB
CB
CB
D D D D D D D D D
D D D D D
DDD
D
PPPPPPPPPPP
PPPPPPPPPP
2'(240')
5W4'
4'STA 15+50STA 16+00STA 16+50STA 17+00STA 17+50GGGGGGGGGGGGGGGG
1
CONSTRUCTION NOTES:
TIE IN TO EXISTING COAX
PROOF & PULL (1) 0.625 COAX THROUGH
EXISTING RISER
PROOF & PULL (1) 0.625 COAX THROUGH
EXISTING CONDUIT
SET-UP (1) BORE PIT
BORE (1) 4" CONDUIT & PULL (1) 0.625 COAX
THROUGH
SET (1) NEW 24"X36" VAULT PER DETAIL # 2 ON
SHEET 4 & PULL (1) 0.625 COAX THROUGH
2
3
4
5
6
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 CHANGEDATEBYQCJB0001174766Yelm Shell706 Yelm Ave EYelm, WA 98597SMB17-050
08/29/2022
C.White
T.Housden
CONSTRUCTION PLAN
6 6
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 OF10+00
SW CHARLESTOWN ST & 49TH AVE SW
SCALE:
0'10'20'
N
S
EW