JB0000671691 - KEYBANK - SOW (YELM ROW)5
6
7
THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED CANNON COMPANIES
96 CT FIBER: 100 FT + 20% STORAGE = 120 FT
36 CT FIBER: 644 FT + 20% STORAGE = 773 FT
CONTACTS:
PROJECT MAP:
*ALL FOOTAGES AND MATERIALS ARE ESTIMATED
N
SCOPE OF WORK:
BILL OF MATERIALS*:
NEW AERIAL =
OVERLASH =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
RISER (0)=
TOTAL FOOTAGE =
0 FT.
0 FT.
644 FT.
100 FT.
0 FT.
744 FT.
PROJECT DESCRIPTION - ROW*
NEW BUILDING PATH WAY =
EXISTING BUILDING PATH WAY =
NEW UNDERGROUND =
EXISTING UNDERGROUND =
TOTAL FOOTAGE =
0 FT.
0 FT.
0 FT.
0 FT.
0 FT.
PROJECT DESCRIPTION -SITE*
TOTAL PROJECT FOOTAGE =744 FT.
-PROOF & PULL 96CT FIBER THROUGH EXISTING CONDUIT. SHEATH
WITH APPROPRIATE SLACK.
-INSTALL SPLICE CASE SP0004.WATF AND SPLICE. TRANSITION
FROM 96CT TO 36 CT.
-BORE. INSTALL NEW 4" CONDUIT & PULL NEW 36CT FIBER. SHEATH
WITH APPROPRIATE SLACK.
-INSTALL (1) NEW 24X36 VAULT.
- BORE. EXIT ROW TO PRIVATE PROPERTY 1100 E YELM AVE.
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 1985
COMCAST
1100 E YELM AVE
YELM, WA 98597
KEYBANK
JB0000671691
METRO-E
CANNON COMPANIES
Mark Lee - (360)-250-7072 - mlee@cannonconstructioninc.com
1 - COVER SHEET
2 -LEGEND
3 -GENERAL NOTES
4 -DETAILS
5-7 -DESIGN
*ALL FOO SHEET INDEX:
EOP
FL
P
C
S
D
G
W
TS
T
ST
UT
ROW
DD DD DD DD
EDGE OF PAVEMENT
FOGLINE
POWER
COMMUNICATION
SEWER
DRAIN
DRAINAGE DITCH
GAS
WATER
TRAFFIC SIGNAL
TELCOM
STEAM
UNKNOWN UTILITY
RIGHT OF WAY
TRAFFIC CONES
PROPOSED NEW CONDUIT
STRAW WATTLES
P
V
LT
CW
R
UTILITY POLE
VAULT - SMALL
PEDESTAL
STREET LIGHT
CROSSWALK LIGHT
UTILITY RISER
V VAULT - SMALL
444LA MANHOLE
VAULT - 25TA
CB
CB
CATCH BASIN
CATCH BASIN WITH SOCK
GLULAM UTILITY POLECENTER LINE
LANE LINE
FENCE
HIGH VISIBILITY FENCE
S SEWER MANHOLE
D DRAIN MANHOLE
W WATER MANHOLE
V UTILITY VALVE
SHRUBBERY
BORE PIT
VAULT - LARGE
VAULT - 25TA
C COMMUNICATION MANHOLE
FIRE HYDRANT
DISTANCE STATIONSTA 0+00
NOTE CALLOUT#
X.X DISTANCE DIMENSION
ASPHALT SURFACE
CONCRETE SIDEWALK PANEL
CONCRETE ROADWAY PANEL
HF H-FRAME
VAULT - LARGE
CAB CABINET
LEGEND
LANE DIRECTION INDICATOR
PROPOSED MARK-UP NOTATIONS RESTORATION TYPESEXISTING FEATURESLINE TYPES
COMCAST
SPLICE CASE
OF
DATE REVISION BY QC
CANNON COMPANIES
0000671691KEYBANK
1100 E YELM AVE
YELM WA 98597
LEGEND 2 7
6/16/2021 AH ML
08/31/2021 REV-1 ALC MK
GENERAL NOTES
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 (1) 4" SCHEDULE 40 PVC, 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.
COMCAST
OF
DATE REVISION BY QC
CANNON COMPANIES
0000671691KEYBANK
1100 E YELM AVE
YELM WA 98597
GENERAL NOTES 3 7
6/16/2021 AH ML
08/31/2021 REV-1 ALC MK
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 3-1
2" 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 3
4" X 2")
-4 REINFORCED POLYMER STEP RACKS, 2
PER SIDE
-2 LIFTING SLOTS APPROXIMATELY 3
4" 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 3
4"
40 3
8"
HDPE BODY
VERTICAL RACKING
LIFT PIN FOR
HANDHOLE COVER
CHANNELL SHIELD COVER
24x36 VAULT
STANDARD DETAIL1
COMCAST
OF
DATE REVISION BY QC
CANNON COMPANIES
0000671691KEYBANK
1100 E YELM AVE
YELM WA 98597
DETAILS 4 7
6/16/2021 AH ML
08/31/2021 REV-1 ALC MK
112
ROWROWROWROWROWROWROWROWROWROWROWNE PLAZA DREOPEOPEOPEOPWWWWEOPPPPPPPPPPPPPPPFLFLFLFLFLFLFLFLDRIVEWAYEOPEOPEOP
ROWSTREET LIGHT249' BOREPWR
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2
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106
1110
1104
27'
5'
26'
STA 31+50
STA 32+00
STA 32+50
STA 33+00
STA 32+63
STA 32+65
STA 32+89
3' BORE
STA 32+48SEE SHEET 7SEE SHEET 6
STREET LIGHT
P
P
OF
DATE REVISION BY QC
CANNON COMPANIES
0000671691KEYBANK
1100 E YELM AVE
YELM WA 98597
DESIGN 5 7
6/16/2021 AH ML
08/31/2021 REV-1 ALC MK
COMCAST
SCALE: 1"=20'
0'10'20'40'
N
STATION START
STATIONING STARTS AT 10+00 AT THE
INTERSECTION OF N 44TH ST & SUNNYSIDE AVE N
PROPOSED PATH DISCLAIMERS
1.PROPOSED PATH MAY CHANGE AT TIME OF
CONSTRUCTION DUE TO UTILITY LOCATIONS
AND INSPECTOR REQUIREMENTS
2.UNKNOWN UTILITY DEPTHS TO BE VERIFIED IN
FILED DURING TIME OF CONSTRUCTION
UTILITY DISCLAIMER
ALL LOCATIONS OF UTILITIES SHOWN ARE
APPROXIMATE. LOCATION OF ALL UTILITIES TO BE
VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY
UNDERGROUND LOCATION CENTER AT
1-800-424-5555
3
2
1
POTHOLE IS SOFT SURFACES
WHEN AVAILABLE. PATCH
POTHOLE LOCATION PER LOCAL
JURISDICTION SPECIFICATION
LOCATION POTHOLE DISCLAIMER
CSWPP LEGEND
NATIVE TRENCH MATERIAL SHALL BE COVER WITH
PROTECTIVE TARP AND SECURED WITH SANDBAGS
TO PREVENT RAIN WATER ABSORPTION.
CATCH BASIN WITH SOCKCB
CONSTRUCTION NOTES:
PROOF & PULL 96CT FIBER THROUGH EXISTING CONDUIT.
SHEATH WITH APPROPRIATE SLACK.
INSTALL SPLICE CASE SP0004.WATF AND SPLICE.
TRANSITION FROM 96CT TO 36 CT.
BORE. INSTALL NEW 4" CONDUIT & PULL NEW 36CT FIBER.
SHEATH WITH APPROPRIATE SLACK.
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.
1R
RESTORATION NOTES:
RESTORE LANDSCAPE PER CITY OF YELM
SPECIFICATIONS.
ROWROWROWROWROWROWR
OW
R
OW
R
OW
R
OW
R
OW
R
OW
R
OW
R
OW
R
OW
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T
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T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
FLFLFLFLFLFLFLFLFLFLFLEOPPPPPPPPPPPPPPPPPPEOPEOPEOPEOPEOPROWROWROWROWROWL
A
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A
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5
0
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1
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1104
1202
1201STA 10+00STA 11+00STA 11+50STA 12+00STA 09+50STA 09+0026'
26'
22'
20'
4'
7'
STA 30+00
STA 30+50
STA 31+00
STA 30+23
STA 30+29
5'STA 10+28STA 11+23D
SEE SHEET 5SEE SHEET 7
OF
DATE REVISION BY QC
CANNON COMPANIES
0000671691KEYBANK
1100 E YELM AVE
YELM WA 98597
DESIGN 6 7
6/16/2021 AH ML
08/31/2021 REV-1 ALC MK
COMCAST
SCALE: 1"=20'
0'10'20'40'
N
STATION START
STATIONING STARTS AT 10+00 AT THE
INTERSECTION OF N 44TH ST & SUNNYSIDE AVE N
PROPOSED PATH DISCLAIMERS
1.PROPOSED PATH MAY CHANGE AT TIME OF
CONSTRUCTION DUE TO UTILITY LOCATIONS
AND INSPECTOR REQUIREMENTS
2.UNKNOWN UTILITY DEPTHS TO BE VERIFIED IN
FILED DURING TIME OF CONSTRUCTION
UTILITY DISCLAIMER
ALL LOCATIONS OF UTILITIES SHOWN ARE
APPROXIMATE. LOCATION OF ALL UTILITIES TO BE
VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY
UNDERGROUND LOCATION CENTER AT
1-800-424-5555
1
POTHOLE IS SOFT SURFACES
WHEN AVAILABLE. PATCH
POTHOLE LOCATION PER LOCAL
JURISDICTION SPECIFICATION
LOCATION POTHOLE DISCLAIMER
CSWPP LEGEND
NATIVE TRENCH MATERIAL SHALL BE COVER WITH
PROTECTIVE TARP AND SECURED WITH SANDBAGS
TO PREVENT RAIN WATER ABSORPTION.
CATCH BASIN WITH SOCKCB
CONSTRUCTION NOTES:
BORE. INSTALL(1) NEW 4" CONDUIT & PULL (1) NEW 36CT
FIBER. SHEATH WITH APPROPRIATE SLACK.
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.
1R
RESTORATION NOTES:
RESTORE ASPHALT ROADWAY PER CITY OF YELM
SPECIFICATIONS.
1104
ROWROWROWROWROWROWR
OW ROWROWROWROWR
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SIGNFH
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1R
1/3
V
2
DRIVEWAY
1100
P
A
R
K
I
N
G
L
O
T
STA
1
2
+
5
0STA 13+00STA 13+50STA 14+00STA 14+5020'
20'
20'W1
3'
6'
3'
3'STA 13+18STA 13+78STA 14+33STA 14+49STA 14+5910' BORESEE SHEET 5SEE SHEET 6 OF
DATE REVISION BY QC
CANNON COMPANIES
0000671691KEYBANK
1100 E YELM AVE
YELM WA 98597
DESIGN 7 7
6/16/2021 AH ML
08/31/2021 REV-1 ALC MK
COMCAST
SCALE: 1"=20'
0'10'20'40'
N
STATION START
STATIONING STARTS AT 10+00 AT THE
INTERSECTION OF N 44TH ST & SUNNYSIDE AVE N
PROPOSED PATH DISCLAIMERS
1.PROPOSED PATH MAY CHANGE AT TIME OF
CONSTRUCTION DUE TO UTILITY LOCATIONS
AND INSPECTOR REQUIREMENTS
2.UNKNOWN UTILITY DEPTHS TO BE VERIFIED IN
FILED DURING TIME OF CONSTRUCTION
UTILITY DISCLAIMER
ALL LOCATIONS OF UTILITIES SHOWN ARE
APPROXIMATE. LOCATION OF ALL UTILITIES TO BE
VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY
UNDERGROUND LOCATION CENTER AT
1-800-424-5555
3
2
1
POTHOLE IS SOFT SURFACES
WHEN AVAILABLE. PATCH
POTHOLE LOCATION PER LOCAL
JURISDICTION SPECIFICATION
LOCATION POTHOLE DISCLAIMER
CSWPP LEGEND
NATIVE TRENCH MATERIAL SHALL BE COVER WITH
PROTECTIVE TARP AND SECURED WITH SANDBAGS
TO PREVENT RAIN WATER ABSORPTION.
CATCH BASIN WITH SOCKCB
CONSTRUCTION NOTES:
BORE. INSTALL (1) NEW 4" CONDUIT & PULL (1) NEW 36CT
FIBER. SHEATH WITH APPROPRIATE SLACK.
INSTALL (1) NEW 24X36 VAULT.
BORE. EXIT ROW TO PRIVATE PROPERTY 1100 E YELM AVE.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.
1R
RESTORATION NOTES:
RESTORE LANDSCAPE PER CITY OF YELM
SPECIFICATIONS.