17-050 - JB0000690701 - AMERICAS CREDIT UNION - SOW (3)THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED CANNON COMPANIES
CONTACTS:
PROJECT MAP:
1 - COVER SHEET
2 -GENERAL NOTES
3 -LEGEND
4 -DETAILS
5 -OVERVIEW
6-7 -AERIAL DESIGN
8-12 -UG DESIGN
96 CT FIBER: 425 FT + 20% STORAGE = 510
*ALL FOOTAGES AND MATERIALS ARE ESTIMATED
UNDERGROUND SCOPE OF WORK :
SHEET INDEX:
BILL OF MATERIALS*:
DIRECTIONAL DRILL =
OPEN TRENCH =
OVERLASH =
RISER (1)=
TOTAL FOOTAGE =
105 FT.
938 FT.
3182 FT.
25 FT.
4250 FT.
PROJECT DESCRIPTION - ROW*
- PULL (1) NEW 96CT FIBER THROUGH RISER.
- OPEN TRENCH ON SOFT SURFACE. INSTALL (1) NEW 4" CONDUIT. PULL (1) NEW 96CT
FIBER THROUGH. SEE DETAIL 1 ON SHEET 4.
- DIRECTIONAL DRILL. INSTALL (1) NEW 4" CONDUIT. PULL (1) NEW 96CT FIBER THROUGH.
- INSTALL (1) NEW 24X36 VAULT AND PULL (1) NEW 96CT THROUGH. SEE DETAIL 2 ON
SHEET 4.
- LEAVE 50' STORAGE.
17100 STATE ROUTE 507 SE FLR 1 RM MPOE
AMERICAS CREDIT UNION
CANNON COMPANIES
SAFETY | QUALITY | INTEGRITY | TEAMWORK
Connecting The Future Since 1985
COMCAST
COMCAST COMMUNICATION
Mike Fontenot - (425)-213-5482 - Mike_Fontenot@cable.comcast.com
WORK AREA
METRO-E WHOLESALE
JB# 0000690701
YELM, WA 98597
CANNON COMPANIES
Jim Brassfield - (253)-307-9661 - jbrassfield@cannonconstructioninc.com
POC
Terri Pegorick (Reggie) - (602)-857-7562 - theresa.pegorick@morugait.com
AERIAL SCOPE OF WORK :
- TIE IN @ CASE: T109S.11A.1D (SP.WAFT.0063
- OVERLASH (1) 96 CT FIBER
- LEAVE 200' TAIL
- INSTALL NEW 4" RISER & PULL (1) 96 CT FIBER THROUGH
- LEAVE 50' STORAGE
ALL WORK OUTSIDE CITY OF YELM
FROM THURSTON COUNTY TO BE
PERMITTED SEPERATELY WITH THE
APPROPRIATE JURISTICTION
101 101
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.
OF
DATE REVISION BY QC
CANNON COMPANIES
0000690701AMERICAS CREDIT UNION
17100 STATE ROUTE 507 SE FLR 1 RM MPOE
YELM, WA 98597
GENERAL NOTES 2 10
6/24/2021 AR JB
COMCAST
OF
DATE REVISION BY QC
CANNON COMPANIES
0000690701AMERICAS CREDIT UNION
17100 STATE ROUTE 507 SE FLR 1 RM MPOE
YELM, WA 98597
LEGEND 3 10
6/24/2021 AR JB
COMCAST
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
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
COMCAST LOGO
LOCATION
VERTICAL RACKING
LIFT PIN FOR
HANDHOLE COVER
CHANNELL SHIELD COVER
24x36 VAULT
STANDARD DETAIL2TRENCH - SOFT SURFACE
STANDARD DETAIL1
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
3 UTILITY 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
4 #
OF
DATE REVISION BY QC
CANNON COMPANIES
0000690701AMERICAS CREDIT UNION
17100 STATE ROUTE 507 SE FLR 1 RM MPOE
YELM, WA 98597
DETAILS 4 10
6/24/2021 AR JB
COMCAST
BOREPIT
V
V
V
WALMART BLVD SEWALMART BLVD SE300' TRENCH300' TRENCH260' TRENCHR
103RD AVE SE
103RD AVE SE
103RD AVE SE
GROVE RD SEGROVE RD SENE CREEK RD SET
H
U
R
S
T
O
N
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O
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N
T
Y
Y
E
L
MTHURSTON COUNTYYELMTHURSTON COUNTYYELMTHURSTON COUNTY
YELM
105' DIRECTIONALDRILL71' TRENCH
COMCAST
N
OF
DATE REVISION BY QC
CANNON COMPANIES
0000690701AMERICAS CREDIT UNION
17100 STATE ROUTE 507 SE FLR 1 RM MPOE
YELM, WA 98597
OVERVIEW 5 10
6/24/2021 AR JB
EOP EOP EOP
EOP EOPEOPEOPEOPEOP
EOP
EOP
EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOP
EOP
EOP
EOP EOPEOPEOPEOPEOPEOPEOP
U U U U U U U U U U U U U
U
U
U
U
16510
16536
16537
16511
10307
16541
10315
10321
10327
10335
10339
10343
10348
10342
10336
10328
10322
16609
16623 16637
16707
10333
10341
1654716525
16516
10223
10219
10215
16532
16530
16608 16616 16624
16700
16708
16716
10239
16644
16628
16632
16638
602
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ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW
ROW ROW
ROW
ROW
ROW
ROWROW CASUANT LN SENE CREEK RD SENE ALGIERS CT SE
104TH LN SE
103RD AVE
S
E
NE CREEK RD SE103RD AVE SE TRANQUILITY LN SE103RD AVE SE
103RD AVE SE
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOP
FL
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FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL
FL
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FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL
FLFLFLFLFLFLFLFLFLFL
FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL
FL
FL
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FL
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FL
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FL
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FLFLFL
FL
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FLFLFLFL
FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL
FLFLFLFLFLFLFLFL
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FLFL
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FL FL
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FL
FL
FLUUUUUUUUU
UU296'
172'
129'
302'158'
223'
73'152'MATCH LINESEE SHEET 7MANDATORY STORAGE
ALL FIBER INSTALLATION
REQUIRES AT LEAST 20%
STORAGE
SCALE: 1"=100'
0'50'100'200'
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:1 PSE
559222-147801
NEUTRAL 24 4 N/A
SECONDARY 22 7 N/A
COMCAST 19 3 N/A
D
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:2 PSE
559220-147816
NEUTRAL 26 4 N/A
COMCAST 19 10 N/A
D
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:5 PSE
559223-147861
NEUTRAL 29 1 N/A
SECONDARY 27 3 N/A
STREETLIGHT 22 3 N/A
COMCAST 21 4 N/A
D
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:6 PSE
559222-147891
NEUTRAL 29 7 N/A
SECONDARY 28 9 N/A
COMCAST 22 3 N/A
D
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:7 PSE
559221-147905
NEUTRAL 26 7 N/A
SECONDARY 25 9 N/A
COMCAST 22 1 N/A
D
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:8 PSE
559220-147921
NEUTRAL 24 7 N/A
SECONDARY 22 10 N/A
COMCAST 17 11 N/A
D
N
N
N
TIE IN @ CASE: T109S.11A.1D
(SP.WAFT.0063
LEAVE 200' TAIL
96CT
T
H
U
R
S
T
O
N
C
O
U
N
T
Y
Y
E
LMTHURSTON COUNTYYELMTHURSTON COUNTYYELMOWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:3 PSE
559216-147827
NEUTRAL #1 29 11 N/A
NEUTRAL #2 29 1 N/A
COMCAST 22 6 N/A
T
N
N
N
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROWROWROWR
OW
R
OW
R
O
W
R
OW
R
OW
R
O
W
R
O
W
R
O
W
R
OW
R
OW
R
O
W
R
O
W
R
OW
R
O
W
R
O
W
ROWROWROWROWROWR
OW
R
O
W
R
OW
R
O
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R
O
W
R
OW
R
O
W
R
OW
R
OW
R
O
W
R
OW
R
O
WROWROWROWROWROWROWROWROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROW
ROWROWROWROW
ROW
ROW
ROW
ROW
ROW
N
ALL WORK OUTSIDE CITY OF YELM
FROM THURSTON COUNTY TO BE
PERMITTED SEPERATELY WITH THE
APPROPRIATE JURISTICTION
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:4 PSE
559224-147845
NEUTRAL 28 7 N/A
SECONDARY 26 4 N/A
STREETLIGHT 21 5 N/A
COMCAST 19 1 N/A
D
N
N
N
N
OVERLASH (1) 96 CT FIBER
96CT
COMCAST
OF
DATE REVISION BY QC
CANNON COMPANIES
0000690701AMERICAS CREDIT UNION
17100 STATE ROUTE 507 SE FLR 1 RM MPOE
YELM, WA 98597
AERIAL DESIGN 6 12
6/24/2021 AR JB
EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOP
EOP
EOP
EOP
EOP EOP EOP EOP EOP EOP EOP EOP
EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP
EOP EOP EOP EOP EOP
EOP EOP EOP EOP
EOP EOP EOP
EOP
EOP EOP EOP
16740
10309
10321
10333
10341
10343
16849
16921
10348
10404
16733
10217
10230
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW
ROW
ROW
103RD AVE SE
GROVE RD SEEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP
EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP
103RD AVE SE
103RD AVE SE
103RD AVE SEGROVE RD SEWALMART BLVD SEFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL
FL
FL
FL
FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL
FL FL FL FL FL FL FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL FL FL FL
FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL
FL
FL
FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLR
159'156'303'
301'297'
185272'4'MATCH LINESEE SHEET 6N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:
11 PSE
559215-147967
NEUTRAL 30 5 N/A
SECONDARY 30 1 N/A
COMCAST 26 3 N/A
D
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:10 PSE
559242-147954
NEUTRAL 30 7 N/A
SECONDARY 30 1 N/A
COMCAST 23 6 N/A
D
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:9 PSE
559215-147954
NEUTRAL 28 9 N/A
SECONDARY 26 6 N/A
STREETLIGHT 24 4 N/A
COMCAST (MA)21 1 N/A
D
N
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:
12 PSE
559213-147998
NEUTRAL 30 11 N/A
SECONDARY 29 6 N/A
COMCAST 25 4 N/A
D
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:
13 PSE
559211-148027
NEUTRAL 27 8 N/A
SECONDARY 26 9 N/A
COMCAST 23 2 N/A
D
N
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:
14 PSE
559210-148058
NEUTRAL 25 6 N/A
COMCAST 21 7 N/A
D
N
N
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:15 PSE
559209-148075
NEUTRAL 29 3 N/A
COMCAST 21 4 N/A
D
N
N
LEAVE 200' TAIL
THURSTON COUNTY
YELM
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW
ROW ROW ROW
ROW
ROW
ROW
ROW
ROWROWROWROWROWROWROWROW
ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWSCALE: 1"=100'
0'50'100'200'
MANDATORY STORAGE
ALL FIBER INSTALLATION
REQUIRES AT LEAST 20%
STORAGE
ALL WORK OUTSIDE CITY OF YELM
FROM THURSTON COUNTY TO BE
PERMITTED SEPERATELY WITH THE
APPROPRIATE JURISTICTION
INSTALL NEW 4" RISER & PULL
(1) 96 CT FIBER THROUGH
OVERLASH (1) 96 CT FIBER
96CT
96CT
OWNER:
POLE#:
- ATTACHMENTS - HEIGHT
CLASS/HT:
POLE TYPE:
- MAKE READY - VIOLATION
MID SPAN:
16 PSE
559209-148085
NEUTRAL 29 6 N/A
SECONDARY 25 6 N/A
COMCAST 22 5 N/A
D
N
N
N
MAKE READY: LOWER COMCAST FROM 22'-5" TO 22'-1"
COMCAST
OF
DATE REVISION BY QC
CANNON COMPANIES
0000690701AMERICAS CREDIT UNION
17100 STATE ROUTE 507 SE FLR 1 RM MPOE
YELM, WA 98597
AERIAL DESIGN 7 12
6/24/2021 AR JB
EOP
EOP
EOP
EOP
EOP
EOP
EOP EOP
EOP
EOPEOPEOPEOPEOPPPPPPPP
P
P
PPP
EOPEOPEOPEOPEOP EOP EOP
103RD AVE SE
WALMART BLVD SEFLFLFLFLFLFLF
L
FL
FL
FLFLFL
FL FL FL FL FL FL FL FL FL FL FL
FL
FL
FLFLFLFLFLFLBOREPIT
71' TRENCH
R
105' DIRECTIONAL DRILLMATCH LINE ROWROWROWROWROWROWROW ROW ROW ROW
SCALE: 1"=20'
0'10'20'40'
N
STATION START 1
STATIONING STARTS AT 10+00 AT THE INTERSECTION
OF WALMART BLVD SE & STATE HWY 507 SE/SR 507
SEE SHEET 9
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
3
2
1
RESTORATION LEGEND:
= ASPHALT
= CONCRETE
= GRASS
=LANDSCAPE
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
300' TRENCH1
70'
2
3
4
STA 27+00
STA 27+50
STA 28+00STA 43+00STA 43+50STA 44+00STA 44+50STA 45+00STA 25+50STATION START 2
STATIONING STARTS AT 30+00 AT THE INTERSECTION
OF GROVE RD SE SE & 103RD AVE SESTA 44+39STA 43+78STA 27+58PP P
POWER
STREET LIGHT
STREET LIGHT
PPPPPPPPP
P
PPPPPP5'
5'
2'
2'
1.5'
5'
5'
V
CONSTRUCTION NOTES:
PULL (1) NEW 96CT FIBER THROUGH RISER.
OPEN TRENCH ON SOFT SURFACE. INSTALL (1) NEW 4"
CONDUIT. PULL (1) NEW 96CT FIBER THROUGH. SEE
DETAIL 1 ON SHEET 4.
DIRECTIONAL DRILL. INSTALL (1) NEW 4" CONDUIT.
PULL (1) NEW 96CT FIBER THROUGH.
INSTALL (1) NEW 24X36 VAULT AND PULL (1) NEW 96CT
THROUGH. SEE DETAIL 2 ON SHEET 4.
LEAVE 50' STORAGE.
4
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
2
RESTORATION NOTES:
RESTORE LANDSCAPE PER CITY OF YELM
SPECIFICATIONS.1R
1R
1R
1R
96CT
96CT
5
5
**NOTE**:
THERE WILL NOT BE ANY DIGGING IN THE
ASPHALT ON WAL-MART PROPERTY
ALL WORK OUTSIDE CITY OF YELM
FROM THURSTON COUNTY TO BE
PERMITTED SEPERATELY WITH THE
APPROPRIATE JURISTICTION
STA 27+92 GRASS
GRASS
GRASS
GRASS
GRASSGRASSCOMCAST
OF
DATE REVISION BY QC
CANNON COMPANIES
0000690701AMERICAS CREDIT UNION
17100 STATE ROUTE 507 SE FLR 1 RM MPOE
YELM, WA 98597
UG DESIGN 8 12
6/24/2021 AR JB
EOPEOPEOPEOPEOPEOPPPPPPPPPPPPPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL300' TRENCHROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROWROWROWROWROWROWROWSTA 25+00
STA 25+50
STA 26+00
STA 26+50 PPPPPPPPPPPPPMATCH LINE SEE SHEET 8
MATCH LINE
CONSTRUCTION NOTES:
OPEN TRENCH ON SOFT SURFACE. INSTALL (1) NEW 4"
CONDUIT. PULL (1) NEW 96CT FIBER THROUGH. SEE
DETAIL 1 ON SHEET 4.
SCALE: 1"=20'
0'10'20'40'
N
SEE SHEET 10
1
RESTORATION LEGEND:
= ASPHALT
= CONCRETE
= GRASS
=LANDSCAPE WALMART BLVD SESTATION START 1
STATIONING STARTS AT 10+00 AT THE INTERSECTION
OF WALMART BLVD SE & STATE HWY 507 SE/SR 507
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
CSWPP LEGEND
NATIVE TRENCH MATERIAL SHALL BE COVER WITH
PROTECTIVE TARP AND SECURED WITH SANDBAGS
TO PREVENT RAIN WATER ABSORPTION.
CATCH BASIN WITH SOCKCB
STATION START 2
STATIONING STARTS AT 10+00 AT THE INTERSECTION
OF GROVE RD SE SE & 103RD AVE SE
POTHOLE IS SOFT SURFACES
WHEN AVAILABLE. PATCH
POTHOLE LOCATION PER LOCAL
JURISDICTION SPECIFICATION
LOCATION POTHOLE DISCLAIMER
1
RESTORATION NOTES:
RESTORE LANDSCAPE PER CITY OF YELM
SPECIFICATIONS.1R
1R
96CT
96CT
**NOTE**:
THERE WILL NOT BE ANY DIGGING IN THE
ASPHALT ON WAL-MART PROPERTY
ALL WORK OUTSIDE CITY OF YELM
FROM THURSTON COUNTY TO BE
PERMITTED SEPERATELY WITH THE
APPROPRIATE JURISTICTION
GRASSGRASSGRASSGRASSCOMCAST
OF
DATE REVISION BY QC
CANNON COMPANIES
0000690701AMERICAS CREDIT UNION
17100 STATE ROUTE 507 SE FLR 1 RM MPOE
YELM, WA 98597
UG DESIGN 9 12
6/24/2021 AR JB
EOPEOPEOPEOPEOPPPPPPPPPPPPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL300' TRENCHROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWSTA 23+00
STA 23+50
STA 24+00
STA 24+50
STA 24+55 PPPPPPPPPPPPP5'
5'
V
MATCH LINE SEE SHEET 9
MATCH LINE
CONSTRUCTION NOTES:
OPEN TRENCH ON SOFT SURFACE. INSTALL (1) NEW 4"
CONDUIT. PULL (1) NEW 96CT FIBER THROUGH. SEE
DETAIL 1 ON SHEET 4.
INSTALL (1) NEW 24X36 VAULT AND PULL (1) NEW 96CT
THROUGH. SEE DETAIL 2 ON SHEET 4.
SCALE: 1"=20'
0'10'20'40'
N
SEE SHEET 11
2
1
RESTORATION LEGEND:
= ASPHALT
= CONCRETE
= GRASS
=LANDSCAPE 300' TRENCHWALMART BLVD SESTATION START 1
STATIONING STARTS AT 10+00 AT THE INTERSECTION
OF WALMART BLVD SE & STATE HWY 507 SE/SR 507
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
CSWPP LEGEND
NATIVE TRENCH MATERIAL SHALL BE COVER WITH
PROTECTIVE TARP AND SECURED WITH SANDBAGS
TO PREVENT RAIN WATER ABSORPTION.
CATCH BASIN WITH SOCKCB
STATION START 2
STATIONING STARTS AT 10+00 AT THE INTERSECTION
OF GROVE RD SE SE & 103RD AVE SE
POTHOLE IS SOFT SURFACES
WHEN AVAILABLE. PATCH
POTHOLE LOCATION PER LOCAL
JURISDICTION SPECIFICATION
LOCATION POTHOLE DISCLAIMER
1
1
2
RESTORATION NOTES:
RESTORE LANDSCAPE PER CITY OF YELM
SPECIFICATIONS.1R
1R
96CT
96CT
**NOTE**:
THERE WILL NOT BE ANY DIGGING IN THE
ASPHALT ON WAL-MART PROPERTY
ALL WORK OUTSIDE CITY OF YELM
FROM THURSTON COUNTY TO BE
PERMITTED SEPERATELY WITH THE
APPROPRIATE JURISTICTION
GRASSGRASSGRASSGRASSCOMCAST
OF
DATE REVISION BY QC
CANNON COMPANIES
0000690701AMERICAS CREDIT UNION
17100 STATE ROUTE 507 SE FLR 1 RM MPOE
YELM, WA 98597
UG DESIGN 10 12
6/24/2021 AR JB
EOPEOPEOPEOPEOPPPPPPPPPPPPPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL267' TRENCHROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWSTA 20+50
STA 21+00
STA 21+50
STA 22+00
STA 22+50
STA 21+55 PPPPPPPPPPPPP5'
5'
V
MATCH LINE SEE SHEET 10
MATCH LINE
CONSTRUCTION NOTES:
OPEN TRENCH ON SOFT SURFACE. INSTALL (1) NEW 4"
CONDUIT. PULL (1) NEW 96CT FIBER THROUGH. SEE
DETAIL 1 ON SHEET 4.
INSTALL (1) NEW 24X36 VAULT AND PULL (1) NEW 96CT
THROUGH. SEE DETAIL 2 ON SHEET 4.
LEAVE 50' STORAGE.
SCALE: 1"=20'
0'10'20'40'
N
SEE SHEET 12
2
1
RESTORATION LEGEND:
= ASPHALT
= CONCRETE
= GRASS
=LANDSCAPE 300' TRENCHWALMART BLVD SESTATION START 1
STATIONING STARTS AT 10+00 AT THE INTERSECTION
OF WALMART BLVD SE & STATE HWY 507 SE/SR 507
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
CSWPP LEGEND
NATIVE TRENCH MATERIAL SHALL BE COVER WITH
PROTECTIVE TARP AND SECURED WITH SANDBAGS
TO PREVENT RAIN WATER ABSORPTION.
CATCH BASIN WITH SOCKCB
STATION START 2
STATIONING STARTS AT 10+00 AT THE INTERSECTION
OF GROVE RD SE SE & 103RD AVE SE
POTHOLE IS SOFT SURFACES
WHEN AVAILABLE. PATCH
POTHOLE LOCATION PER LOCAL
JURISDICTION SPECIFICATION
LOCATION POTHOLE DISCLAIMER
1
1
2
RESTORATION NOTES:
RESTORE LANDSCAPE PER CITY OF YELM
SPECIFICATIONS.1R
1R
96CT
96CT
3
3
**NOTE**:
THERE WILL NOT BE ANY DIGGING IN THE
ASPHALT ON WAL-MART PROPERTY
ALL WORK OUTSIDE CITY OF YELM
FROM THURSTON COUNTY TO BE
PERMITTED SEPERATELY WITH THE
APPROPRIATE JURISTICTION GRASSGRASSGRASSGRASSCOMCAST
OF
DATE REVISION BY QC
CANNON COMPANIES
0000690701AMERICAS CREDIT UNION
17100 STATE ROUTE 507 SE FLR 1 RM MPOE
YELM, WA 98597
UG DESIGN 11 12
6/24/2021 AR JB
WALMART BLVD SEEOPEOPEOPEOPEOPPPPPPPPPPPPPPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLROWROWROWROWROWROWROWROW ROW ROW
ROWROWROWROWROWROWROW ROWROWROWROWROWROWROWROWSTA 18+50
STA 19+00
STA 19+50
STA 20+00 PPPPPPPPPPPPPMATCH LINE SEE SHEET 11
CONSTRUCTION NOTES:
OPEN TRENCH ON SOFT SURFACE. INSTALL (1) NEW 4"
CONDUIT. PULL (1) NEW 96CT FIBER THROUGH. SEE
DETAIL 1 ON SHEET 4.
SCALE: 1"=20'
0'10'20'40'
N
STATION START 1
STATIONING STARTS AT 10+00 AT THE INTERSECTION
OF WALMART BLVD SE & STATE HWY 507 SE/SR 507
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
RESTORATION LEGEND:
= ASPHALT
= CONCRETE
= GRASS
=LANDSCAPE
CSWPP LEGEND
NATIVE TRENCH MATERIAL SHALL BE COVER WITH
PROTECTIVE TARP AND SECURED WITH SANDBAGS
TO PREVENT RAIN WATER ABSORPTION.
CATCH BASIN WITH SOCKCB
STATION START 2
STATIONING STARTS AT 10+00 AT THE INTERSECTION
OF GROVE RD SE SE & 103RD AVE SE267' TRENCHPOTHOLE IS SOFT SURFACES
WHEN AVAILABLE. PATCH
POTHOLE LOCATION PER LOCAL
JURISDICTION SPECIFICATION
LOCATION POTHOLE DISCLAIMER
1
RESTORATION NOTES:
RESTORE LANDSCAPE PER CITY OF YELM
SPECIFICATIONS.1R
1R
**NOTE**:
THERE WILL NOT BE ANY DIGGING IN THE
ASPHALT ON WAL-MART PROPERTY
96CT
96CT
ALL WORK OUTSIDE CITY OF YELM
FROM THURSTON COUNTY TO BE
PERMITTED SEPERATELY WITH THE
APPROPRIATE JURISTICTION
GRASSGRASSGRASSGRASSSIDEWALKCOMCAST
OF
DATE REVISION BY QC
CANNON COMPANIES
0000690701AMERICAS CREDIT UNION
17100 STATE ROUTE 507 SE FLR 1 RM MPOE
YELM, WA 98597
UG DESIGN 12 12
6/24/2021 AR JB