JB0001870891 - TAHOME TERRA - YELM - DESIGN.pdf(REV1)PROPOSED UNDERGROUND FIBER INSTALLATION
COMCAST
TAHOMA TERRA - YELM
10013 DRAGT ST SE, YELM, WA 98597
JB0001870891
P
Know what's below.Call
R
811
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
DIGALERT
before you dig.
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REVISIONS
DATE DESCRIPTION INITIAL
12/4/2024 BORE TO TRENCH JDS
COMCAST
SHEET OF
DATE:
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING
ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
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STAMP
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10/29/2024
VICINITY MAP
10013 DRAGT ST SE
YELM, WA 98597
CONTACTS PG#SHEET INDEX
1 COVER SHEET
2 VICINITY MAP, CONTACTS & SHEET INDEX
3 GENERAL NOTES
4 LEGEND
5 SITE-PLAN
6 TYPICAL DETAILS
6
N/A
N/A
DESCRIPTION OF WORK TOTAL
OPEN CUT/TRENCH 2(2") CONDUIT WITH 48CT FIBER 145LF
PLACE NEW (P) DOGHOUSE OVER BUILDERS CONDUIT 1
TIE-IN AT EXISITNG PEDESTAL 1
POTHOLE 3
TOTAL:145LF
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BEGIN
14730 TAHOMA BLVD SE
YELM, WA 98597
END
2
MASTEC PERMITTING
ASHLEY KIEHN
PHONE: (253) 999-2271
EMAIL: ASHLEY.KIEHN@MASTEC.COM
COMCAST
MASTEC OPE
DOUG WALKER
4610 TACOMA AVE
SUMNER, WA 98390
PHONE: (253) 736-4257
EMAIL: DOUG.WALKER@MASTEC.COM
PAULA ABERCROMBIE
410 VALLEY AVE
PUYALLUP, WA
PHONE: (253) 400-7918
EMAIL: PAULA_MCDONALD@CABLE.COMCAST.COM
Know what's below.Call
R
811
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
DIGALERT
before you dig.
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REVISIONS
DATE DESCRIPTION INITIAL
12/4/2024 BORE TO TRENCH JDS
COMCAST
SHEET OF
DATE:
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING
ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
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STAMP
DRAWN BY:JDS
10/29/2024
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THE LOCATIONS OF UTILITIES SHOWN ON THESE DRAWING ARE ONLY APPROXIMATE. SEFNCO HEREBY DISCLAIMS ANY
RESPONSIBILITY TO THIRD PARTIES FOR THE ACCURACY OF THIS INFORMATION. PERSONS WORKING IN THE AREA
COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO ASCERTAIN THE
LOCATION OF UNDERGROUND UTILITIES PRIOR TO PERFORMING ANY EXCAVATION.
1.ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF UTILITY IMPROVEMENTS SHALL MEET OR EXCEED
SITE WORK STANDARDS AND THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LOCAL JURISDICTION
REGULATIONS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN
THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE HIGHER QUALITY STANDARD
SHALL APPLY. ALL WORK WITHIN PUBLIC R.O.W. OR EASEMENTS MAY REQUIRE INSPECTED AND APPROVED BY
THE LOCAL JURISDICTION INSPECTOR. INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TO BE
PROVIDED BY DESIGNEE OF PROJECT SPONSOR/OWNER.
2.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING
UTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,
WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS
BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48
HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTING UTILITIES. THE
CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION
POINTS AND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE
PLANS.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE
AGENCIES. THE CONTRACTOR SHALL NOTIFY THE LOCAL JURISDICTION INSPECTOR AT LEAST 48 HOURS PRIOR
TO THE START OF ANY EARTH DISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLIC
IMPROVEMENTS IF REQUIRED.
4.THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE LOCAL JURISDICTION AND ALL UTILITY
COMPANIES WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING
CONSTRUCTION, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION, AND WITH A MINIMUM
DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIES
AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE.
5.THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE
APPROPRIATE STANDARDS AND SPECIFICATIONS, AND ONE (1) COPY OF ANY PERMITS AND EXTENSION
AGREEMENTS NEEDED FOR THE JOB ON-SITE AT ALL TIMES.
6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO:
EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY.
7.IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS
SUBCONTRACTORS, OR OTHER AFFECTED PARTIES WHICH COULD INDICATE A SITUATION THAT IS NOT
IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER
IMMEDIATELY.
8.ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD,
UNLESS SPECIFICALLY STATED OTHERWISE.
9.FOR WORK AFFECTING PUBLIC ROADWAYS OR IF REQUIRED BY THE LOCAL JURISDICTION, THE CONTRACTOR
SHALL SUBMIT A TRAFFIC CONTROL AND PHASING PLAN IN ACCORDANCE WITH M.U.T.C.D. FOR APPROVAL.
PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN OR AFFECTING THE RIGHT-OF-WAY, THE CONTRACTOR SHALL
BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY SAID
PLANS. PRIOR TO INSTALLATION A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH LOCAL
JURISDICTION.
10.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE
COMPLETION OF THE INTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BE
PROVIDED, INSTALLED, CONSTRUCTED, REMOVED OR RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE.
11.PER AGENCY STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND
CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE.
12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING RECORD INFORMATION ON A SET OF RECORD
DRAWINGS KEPT AT THE CONSTRUCTION SITE AND AVAILABLE TO THE LOCAL JURISDICTION INSPECTOR AT ALL
TIMES.
13.DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. FOR ADDITIONAL
INFORMATION CONTACT THE ENGINEER FOR CLARIFICATION AND NOTE ON THE RECORD DRAWINGS.
14.ALL EROSION AND SEDIMENT CONTROL (E.S.C.) MEASURES SHALL BE INSTALLED AT THE LIMITS OF
CONSTRUCTION PRIOR TO GROUND DISTURBING ACTIVITY. ALL E.S.C. MEASURES SHALL BE MAINTAINED IN
GOOD REPAIR BY THE CONTRACTOR UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH
HARD SURFACE OR LANDSCAPING.
15.ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE JURISDICTION OF THE LOCAL JURISDICTION
ENGINEERING DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS.
16.ALL CONSTRUCTION OPERATIONS, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING
OF TRUCKS, EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED
EQUIPMENT SHALL GENERALLY BE LIMITED TO THE TIME PERIOD APPROVED BY THE LOCAL JURISDICTION.
17.CALL THE "CALL BEFORE YOU DIG" NUMBER 48HRS IN ADVANCE AT 1-800-424-5555 PRIOR TO DIGGING.
Know what's below.Call
R
811
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
DIGALERT
before you dig.
TA
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REVISIONS
DATE DESCRIPTION INITIAL
12/4/2024 BORE TO TRENCH JDS
COMCAST
SHEET OF
DATE:
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING
ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
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STAMP
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10/29/2024
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LEGEND
TELECOMMUNICATION
SANITARY SEWER
GAS LINE
WATER
STORM DRAIN
RECYCLED WATER
POWER
PARCEL LINE
RIGHT OF WAY
DITCH LINE
CENTER LINE
EDGE OF PAVEMENT
FACE OF CURB
PROPERTY LINE
LIP OF GUTTER
GUARDRAIL
SD SD
W W
SS SS
G G
T T
LIP
D/L
EOP
FOC
RW RW
BUILDING OUTLINE
P
FLFOG LINE
SIDEWALK SWSW
TRENCH
DIRECT BORE
PROPOSED AERIAL STRAND
PROOF/PULL
PROPOSED OVERLASH
MINOR ARTERIAL
COLLECTOR ARTERIAL
INTERSTATE FREEWAY
ACCESS STREET
PRINCIPAL ARTERIAL
BUILDING
R/W
WARNING SIGN PLACEMENT (W/ PART #)
TRAFFIC BARREL
HYDRO-VAC TRENCH
KEEP
RIGHT
REGULATORY SIGN (W/ PART #)
LIMIT
SPEED
R2-1
25SPEED LIMIT CALLOUT
SIGN PLACEMENT / DIRECTION
TRAFFIC CONE
FLAGGER STATION
FLAGGER STATION
PATROL CAR
POLICE
OFFICER
UNIFORMED POLICE OFFICER
WORK VEHICLE
FENCE
STREET LIGHT HANDHOLE
TELECOM MANHOLE
TELECOM HANDHOLE
TELECOM CABINET
TRAFFIC SIGNAL MANHOLE
TRAFFIC CABINET
TRAFFIC SIGNAL PEDESTAL
STREET LIGHT POLE
TRAFFIC SIGNAL HANDHOLE
CATV MANHOLE
CATV HANDHOLE
CATV PEDESTAL
TRAFFIC SIGNAL POLE
STORM MANHOLE
WATER VALVE
WATER METER
TELECOM PEDESTAL STORM INLET
STORM DRAIN UNKNOWN D ?
SI
SEWER VALVE S
SEWER VAULT S S
SEWER UNKNOWN S ?
STORM DRAIN VAULT S D
SEWER CLEANOUT
SEWER MANHOLE
SC
SEWER CATCH BASIN SS
STORM ACCESS POINT
BASE LAYERS
EXISTING UTILITIES
ROAD HATCH CLASSIFICATION
ROW WORK LINETYPE
COMCAST UNDERGROUND SYMBOLS
EXISTING UTILITY SYMBOLS TRAFFIC CONTROL SYMBOLS
STORM CATCH BASIN SD
TRAFFIC SIGNAL VAULT
GAS METERTEST VALVE
PEDESTAL UNK UTILITY
FIRE HYDRANT GAS VALVE
GAS TEST POINT
GAS MANHOLE
WATER PUMP
G
G
G
WATER AIR CONTROL VALVE
WATER WELL
WATER SAMPLING STATION
POWER HANDHOLE
POWER MANHOLE
POWER CABINET
POWER VAULT
POWER PEDESTAL P
POWER UNKNOWN
P
P
P
P P
P ?
SIGN POST
CULVERT
TRANSIT STOP
BUS
STOP
DRIVEWAY (FOC OR EOP)
SD
SS
ANCHOR
SIDEWALK ANCHOR & GUY
(P) FIBER & COUNT F48
(P) .625 COAX
(P) .875 COAX
COMCAST AERIAL SYMBOLS
PROPOSEDEXISTING WRECKOUT
POLE W/O RISER
RISER
ARM
VERTICAL GROUND
SLACK SPAN
OVERHEAD GUY
TANGENT ATTACHMENT
DEAD-END
DOUBLE DEAD-END
(E) FIBER & COUNT F48
(E) .625 COAX
(E) .875 COAX
SL
SL
TS
TS
TS
TS
C
C
C
T
T
T
T
T S
TS
?
PUMP
F
WELL
TREE TRIM
LIGHT/MEDIUM/HEAVY L M H//
WRECKOUT
VAULT
SPLICE CASE
MANHOLE
PEDESTAL PP P
A
MINIBRIDGER
T T T
A A
TAP
AMPLIFER
POTHOLE
BORE PIT / EXCAVATION
M M M
PROPOSEDEXISTING WRECKOUT
NODE Node Symbol A B
C DNode Symbol
STORAGE LOOP X'X'
LIT INTERSECTION
FAS
FLASHING ARROW
SEQUENTIAL ARROW
SEQUENTIAL CHEVRON
FLASHING DOUBLE ARROW
(MERGE LEFT OR RIGHT)
FLASHING CAUTION OR
FLASHING DIAMOND CAUTION
ARROWBOARD PLACEMENT (SEE BELOW)
CHANNELIZING DEVICES / MIN DIMENSIONS
NOTE(S):
1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE, LEGIBILITY
DISTANCE, NUMBER OF ELEMENTS AND OTHER
SPECIFICATIONS SHOWN.
2.LENGTH OF ARROW EQUALS 48", WIDTH OF ARROWHEAD
EQUALS 24".
3.TYPE A, B AND C ARROW BOARDS SHALL HAVE SOLID
RECTANGULAR APPEARANCES. A TYPE D ARROW BOARD
SHALL CONFORM TO THE SHAPE OF THE ARROW.
ARROWBOARD TYPE
MIN
LEGIBILITY
DISTANCE
MIN SIZE
MINIMUM
# OF
ELEMENTS
A
B
C
D
48"×24"
60"×30"
96"×48"
NONE 12 MILE
1 MILE
3 4 MILE
12 MILE 12
13
15
12
5F
T
M
I
N
4FT MIN
8-12"
45°
TYPE 3 BARRICADE
3F
T
M
I
N
45°
2FT MIN
8-12"
TYPE 1 BARRICADE
3F
T
M
I
N
8-12"
2FT MIN
45°
TYPE 2 BARRICADE
3-4"
6"
2"
4"
28
'
-
3
6
"
M
A
X
SPEED < 45MPH
NIGHT AND/OR FREEWAY
MO
R
E
T
H
A
N
3
6
"
4-6" TYP
CONE
CONE
SPEED ≥ 45MPH
DIRECTION INDICATOR BARRICADE
12"
8"
36
"
M
I
N
24" MIN
45°
UNLIT INTERSECTION
DB
TRENCH
A
VAC-T
SPOTTER STATION
ALL TRAFFIC CONTROL DEVICES / ANNOTATIONS PER MUTCD
AMPLIFIER PICTURE
TAP PICTURE
Equipment
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FO
C
FL
FL
FL
FL
FL
FL
FL
FO
C
FL
FL
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
FO
C
FO
C
FO
C
FOC
SW
SW
SW
SW
SW
SW
F
O
C
FO
C
FO
C
FO
C
S
W
SW
SW
SW
SW
FOC
FOC
FOC
FO
C
FO
C
FOC
FO
C
FO
C
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FOC
FOC
F
O
C
FO
C
SW
SW
SW
SW
SW
SW
TR
E
N
C
H
TR
E
N
C
H
TR
E
N
C
H
TR
E
N
C
H
14730 TAHOMA BLVD SE
14827 LONGMIRE ST SE
10020 DRAGT ST SE
1001
3
D
R
A
G
T
S
T
S
E
10007
D
R
A
G
T
S
T
S
E
10001 D
R
A
G
T
S
T
S
E
9983 DRAG
T
S
T
S
E
10014 DRAGT ST SE
10008 DRAGT ST SE
10002 DRAGT ST SE
14712 TAHOMA BLVD SE
9977 DRAGT ST SE
LON
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S
T
S
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DR
A
G
T
S
T
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A
B
L
V
D
S
E
TA
H
O
M
A
B
L
V
D
S
E
FO
C
F
O
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
SW SW
SW SW
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
E
E
E
E
E
W
W
W
SS
SS
145
'
P
Know what's below.Call
R
811
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
DIGALERT
before you dig.
TA
H
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A
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JB
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1
8
7
0
8
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1
REVISIONS
DATE DESCRIPTION INITIAL
12/4/2024 BORE TO TRENCH JDS
COMCAST
SHEET OF
DATE:
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING
ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SI
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STAMP
DRAWN BY:JDS
10/29/2024
6
SI
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1
5
N
OPEN CUT/ TRENCH & PLACE 2(2") CONDUIT WITH 48CT FIBER.
PLACE NEW (P) DOGHOUSE OVER EXISTING BUILDERS CONDUIT
TIE-IN AT EXISTING PEDESTAL
BORE PIT - (4'x4' TYP)
POTHOLE
POTHOLE
POTHOLE
6
REVISIONS
DATE DESCRIPTION INITIAL
Know what's below.Call
R
811
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
DIGALERT
before you dig.
TA
H
O
M
A
T
E
R
R
A
-
Y
E
L
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10
0
1
3
D
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YE
L
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W
A
9
8
5
9
7
JB
0
0
0
1
8
7
0
8
9
1
REVISIONS
DATE DESCRIPTION INITIAL
12/4/2024 BORE TO TRENCH JDS
COMCAST
SHEET OF
DATE:
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING
ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SI
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N
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:
SCALE
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STAMP
DRAWN BY:JDS
10/29/2024
NTS
6
TY
P
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A
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TYPICAL POTHOLE FOR DESIGN &
CONSTRUCTION DETAILTYPICAL POT HOLE REPAIR DETAIL
TYPICAL BORE PIT DETAIL
EVACUATION FOR HANDHOLES WILL ALSO
BE USED FOR BORE / RECEIVING PITS WHEN
PRACTICAL TO MINIMIZE DISTURBANCE.
PROTECT NEARBY DOWNSTREAM STORM DRAIN
INLETS FROM POTENTIAL CONTAMINATION DUE TO
CONSTRUCTION.
ASPHALT / CONCRETE PATCH-
DEPTH TO MATCH
EXISTING
TEE TYPE PATCH
4'
4'
ACTUAL DIMENSIONS MAY VARY
DEPENDING ON FIELD CONDITIONS.
VACUUM SLURRY FROM BORING OPERATIONS
AS NEEDED TO ELIMINATE SEE PAGE
INTO STREETS AND DRAINS.
48"
36"
11 1/4"
2"
36
"
36
"
(1)-2" HDPE
GRADE
EARTH
BORE @ EARTH
2"
36
"
38
"
(1)-2" HDPE
GRADE
PAVEMENT
BORE @ PAVEMENT