JB0001760251_YE03 - CUTOVER DESIGNEQUIPMENT REPLACEMENT
COMCAST
YE03
14515 TAHOMA BLVD SE & DOTSON ST SE, YELM, WA 98597
JB0001760251
P
P
P
P
P
P
P
P
P
P
P
VICINITY MAP
CONTACTS PG#SHEET INDEX
1 COVER SHEET
2 VICINITY MAP, CONTACTS & SHEET INDEX
3 GENERAL NOTES
4 LEGEND
5-13 SITE PLAN
13
N/A
N/A
DESCRIPTION OF WORK TOTAL
REPLACE EQUIPMENT AT UG LOCATION 14
VI
C
I
N
I
T
Y
MA
P
2
PERMITTING
HAIDENYS MONZON OLIVE
11913 NW 99TH AVE
HIALEAH GARDENS, FL 33018
PHONE: -
EMAIL: HAIDENYS.MONZONOLIVE@DECISIVEINC.NET
MASTEC COMMUNICATIONS GROUP
FERNANDO ROMAN LOPEZ
PHONE: (239) 264-3830 : EXT - 463832
EMAIL: FERNANDO.ROMANLOPEZ@MASTEC.COM
Know what's below.Call
R
811
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
DIGALERT
before you dig.
REVISIONS
DATE DESCRIPTION INITIAL
COMCAST
SHEET OF
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.
SCALE
STAMP
DATE:
DRAWN BY:SOFTPEARL
06-28-2024
YE
0
3
14
5
1
5
T
A
H
O
M
A
B
L
V
D
S
E
&
D
O
S
T
O
N
S
T
S
E
YE
L
M
,
W
A
9
8
5
9
7
JB
0
0
0
1
7
6
0
2
5
1
SI
T
E
N
A
M
E
:
LO
C
A
T
I
O
N
A
D
D
R
E
S
S
:
CO
M
C
A
S
T
J
O
B
N
U
M
B
E
R
:
14
S1
14407 98TH WAY SOUTHEAST,
YELM, WA 98597
BEGIN
201 TAHOMA BOULEVARD SE,
YELM, WA 98597
TOTAL:
ENDS3
S3
S5
S6
S4
S7
S8
S9
GENERAL NOTES
13
N/A
N/A
GE
N
E
R
A
L
NO
T
E
S
3
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.
REVISIONS
DATE DESCRIPTION INITIAL
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.
SCALE
STAMP
DRAWN BY:SOFTPEARL
06-28-2024
SI
T
E
N
A
M
E
:
LO
C
A
T
I
O
N
A
D
D
R
E
S
S
:
YE
0
3
14
5
1
5
T
A
H
O
M
A
B
L
V
D
S
E
&
D
O
S
T
O
N
S
T
S
E
YE
L
M
,
W
A
9
8
5
9
7
JB
0
0
0
1
7
6
0
2
5
1
CO
M
C
A
S
T
J
O
B
N
U
M
B
E
R
:
GENERAL NOTES
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.
13
N/A
N/A
LE
G
E
N
D
4
Know what's below.Call
R
811
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
DIGALERT
before you dig.
REVISIONS
DATE DESCRIPTION INITIAL
COMCAST
SHEET OF
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.
SCALE
STAMP
DATE:
DRAWN BY:SOFTPEARL
06-28-2024
SI
T
E
N
A
M
E
:
LO
C
A
T
I
O
N
A
D
D
R
E
S
S
:
CO
M
C
A
S
T
J
O
B
N
U
M
B
E
R
:
YE
0
3
14
5
1
5
T
A
H
O
M
A
B
L
V
D
S
E
&
D
O
S
T
O
N
S
T
S
E
YE
L
M
,
W
A
9
8
5
9
7
JB
0
0
0
1
7
6
0
2
5
1
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 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 P
A
MINIBRIDGER
T T T
A A
TAP
AMPLIFER
POTHOLE
BORE PIT / EXCAVATION
M M M
PROPOSEDEXISTING WRECKOUT
NODE A B
C D
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
SW
SW
SW
SW
SW
R/
W
R/W
R/W R/W R/W
FOCFOC
SW SW SW SW
SW SWR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
SW SW
FOC FOC FOC
FO
C
SW SW SW SW
SW
SW
SWSWSWSW
R/
W
R/WR/WR/W
FO
C
FOC FOC
SW
SW
SW
SW
SW
98TH WAY SE
SIDEWALK
98TH WAY SE
P
10
'
14447
14441
14435144291442314419144131440714401
201202203
D/W D/W D/W
D/W D/W D/W
14406 14412 14418 14424 14430 14436 14442
D/WD/W
D/W D/W D/W D/W D/W D/W D/W D/W
1
SIDEWALK
13
SI
T
E
P
L
A
N
-
1
5
N
Know what's below.Call
R
811
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
DIGALERT
before you dig.
REVISIONS
DATE DESCRIPTION INITIAL
COMCAST
SHEET OF
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.
SCALE
STAMP
DATE:
DRAWN BY:SOFTPEARL
06-28-2024
SI
T
E
N
A
M
E
:
LO
C
A
T
I
O
N
A
D
D
R
E
S
S
:
CO
M
C
A
S
T
J
O
B
N
U
M
B
E
R
:
SITE PLAN CONSTRUCTION NOTES
REPLACE EQUIPMENT AT UG LOCATION1
YE
0
3
14
5
1
5
T
A
H
O
M
A
B
L
V
D
S
E
&
D
O
S
T
O
N
S
T
S
E
YE
L
M
,
W
A
9
8
5
9
7
JB
0
0
0
1
7
6
0
2
5
1
SW
SW SW
S
W
SW
R/W R/W R/W
R
/
W
R
/
W
R/
W
F
O
C
FOCFOCFOC
FO
C
SW
S
W
SW
SWSW
SW
SW
SW
S
W
SW
SWSW
SW
SW
R/
W
R
/
W
R/
W
R/WR/W
R/
W
R/
W
R/
W
FO
C
FO
C
FO
C
F
O
C
SW SW
R/W
R/W
R/
W
R/
W
R/
W
SW
SW
SW
SW
S
W
FOC
FOC
SW SW SW
S
W
SW
SIDEWALK
98TH WAY SE
LIMITSPEEDR2-1
25
LIMITSPEEDR2-1 25
DO
T
S
O
N
S
T
S
E
SI
D
E
W
A
L
K
JE
N
S
O
N
D
R
S
E
14453
14456
14442 14448 14502
D/
W
D/
W
D/
W
D/
W
D/W D/W D/W D/W D/W
D/W D/
W
D
/
W
D
/
W
D/
W
D/
W
D/
W
D/
W
D
/
W
D
/
W
D
/
W
14508 14514 14520 14526 9861
9867
9873
9879
9885
9891
9870
9878
9882
14503
9871
9877
9883
1
SI
D
E
W
A
L
K
SI
D
E
W
A
L
K
13
SI
T
E
P
L
A
N
-
2
6
N
Know what's below.Call
R
811
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
DIGALERT
before you dig.
REVISIONS
DATE DESCRIPTION INITIAL
COMCAST
SHEET OF
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.
SCALE
STAMP
DATE:
DRAWN BY:SOFTPEARL
06-28-2024
SI
T
E
N
A
M
E
:
LO
C
A
T
I
O
N
A
D
D
R
E
S
S
:
CO
M
C
A
S
T
J
O
B
N
U
M
B
E
R
:
SITE PLAN CONSTRUCTION NOTES
REPLACE EQUIPMENT AT UG LOCATION1
YE
0
3
14
5
1
5
T
A
H
O
M
A
B
L
V
D
S
E
&
D
O
S
T
O
N
S
T
S
E
YE
L
M
,
W
A
9
8
5
9
7
JB
0
0
0
1
7
6
0
2
5
1
FOCFOCFOC
FOCFOCFOCFOC
FOCFOC
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
SWSWSWSW
SW
SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW
SW
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
SWSWSWSWSW
SW
FOC
SWSW
SWSW
SW R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
SWSW
SWSW
SW SIDEWALK
99TH AVE SE
P
SIDEWALK
99TH WAY SE
SIDEWALK
144501444414438144321442614420144081440214414218217216
D/W D/W D/W D/W D/W D/W D/W D/W
D/W D/W D/W D/W
D/W D/W D/W D/W D/W D/W D/W D/W D/W
D/W D/W D/W
14457144511444514439144331442714421144151440914403219220221222
144581445214446144401443414428144221441614410LOT-240LOT-239LOT-238LOT-237
D/W
D/W
1
SIDEWALK
SIDEWALK
13
SI
T
E
P
L
A
N
-
3
7
N
Know what's below.Call
R
811
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
DIGALERT
before you dig.
REVISIONS
DATE DESCRIPTION INITIAL
COMCAST
SHEET OF
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.
SCALE
STAMP
DATE:
DRAWN BY:SOFTPEARL
06-28-2024
SI
T
E
N
A
M
E
:
LO
C
A
T
I
O
N
A
D
D
R
E
S
S
:
CO
M
C
A
S
T
J
O
B
N
U
M
B
E
R
:
SITE PLAN CONSTRUCTION NOTES
REPLACE EQUIPMENT AT UG LOCATION1
YE
0
3
14
5
1
5
T
A
H
O
M
A
B
L
V
D
S
E
&
D
O
S
T
O
N
S
T
S
E
YE
L
M
,
W
A
9
8
5
9
7
JB
0
0
0
1
7
6
0
2
5
1
SW
SW
SWSW
R/
W
R/
W
R/
W
R/
W
R/W
SW
SW
SWSW
FO
C
F
O
C
FOC
SW
SW
SW
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
F
O
C
FO
C
FO
C
FO
C
SW
S
W
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
S
W
SW
R/
W
R/
W
R/
W
R
/
W
R
/
W
R/
W
R
/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
FOC
FO
C
FO
C
SW
SW
R/W
R/
W SW
SW
FO
C
SW
SW
SW
P
DO
T
S
O
N
S
T
S
E
SI
D
E
W
A
L
K
DO
T
S
O
N
S
T
S
E
SI
D
E
W
A
L
K
P
J
E
N
S
O
N
D
R
S
E
SI
D
E
W
A
L
K
SI
D
E
W
A
L
K
14464 9921
9927
9933
9939
9945
9951
9957
9920
9926
9922
9938
9944
9950
9956
9962
9967
9931
9925
9919
9937
9943
9949
9955
9961
9936
9942
9948
9954
9966
D/W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
1
1
13
SI
T
E
P
L
A
N
-
4
8
N
Know what's below.Call
R
811
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
DIGALERT
before you dig.
REVISIONS
DATE DESCRIPTION INITIAL
COMCAST
SHEET OF
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.
SCALE
STAMP
DATE:
DRAWN BY:SOFTPEARL
06-28-2024
SI
T
E
N
A
M
E
:
LO
C
A
T
I
O
N
A
D
D
R
E
S
S
:
CO
M
C
A
S
T
J
O
B
N
U
M
B
E
R
:
SITE PLAN CONSTRUCTION NOTES
REPLACE EQUIPMENT AT UG LOCATION1
YE
0
3
14
5
1
5
T
A
H
O
M
A
B
L
V
D
S
E
&
D
O
S
T
O
N
S
T
S
E
YE
L
M
,
W
A
9
8
5
9
7
JB
0
0
0
1
7
6
0
2
5
1
SW
SW
SWSWSWSWSW
SW
SW
SW
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/WR/WR/WR/W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
SW
SW
SW
SW
SW
SWSWSWSWSW
F
O
C
FOC FOC FOC FOC
SW
SW
SWSWSWSWSW
R/
W
R/
W
R/
W
R/
W
R/WR/WR/WR/W
R/
W
R/
W
R/
W
R/
W
SWSWSWSWSW
SW
SW
FOC FOC FOC FOC
FOC FOC FOC FOC FOC FOC FOC FOCSWSWSWSWSWSWSWSW
FO
C
FO
C
SW
SW
SW
SW
SW
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
P LOT-270
LOT-271
LOT-272
LOT-273
LOT-274
LOT-275
LOT-276 LOT-260
LOT-261
LOT-262
LOT-263
LOT-264
LOT-265
LOT-266
LOT-267 LOT-258
LOT-257
LOT-256
LOT-255
LOT-254
LOT-253
LOT-252
LOT-251
LOT-312
LOT-313
LOT-314
LOT-315
LOT-316
LOT-317
LOT-318
P
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
LOT-242
LOT-243
LOT-244
LOT-245
LOT-246
LOT-247
LOT-248
LOT-249
LOT-250
1
1
CH
A
R
L
E
S
S
T
S
E
JA
C
K
S
O
N
S
T
S
E
SI
D
E
W
A
L
K
SI
D
E
W
A
L
K
SI
D
E
W
A
L
K
SI
D
E
W
A
L
K
13
SI
T
E
P
L
A
N
-
5
9
N
Know what's below.Call
R
811
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
DIGALERT
before you dig.
REVISIONS
DATE DESCRIPTION INITIAL
COMCAST
SHEET OF
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.
SCALE
STAMP
DATE:
DRAWN BY:SOFTPEARL
06-28-2024
SI
T
E
N
A
M
E
:
LO
C
A
T
I
O
N
A
D
D
R
E
S
S
:
CO
M
C
A
S
T
J
O
B
N
U
M
B
E
R
:
SITE PLAN CONSTRUCTION NOTES
REPLACE EQUIPMENT AT UG LOCATION1
YE
0
3
14
5
1
5
T
A
H
O
M
A
B
L
V
D
S
E
&
D
O
S
T
O
N
S
T
S
E
YE
L
M
,
W
A
9
8
5
9
7
JB
0
0
0
1
7
6
0
2
5
1
R/
W
R/
W
SW
SW SW SW SW SW
F
O
C
FOC FOC FOC FOC
SW
SW SW SW SW SW
R/
W
R/W R/W R/W
R/
W
SW
SW SW SW SW SW
SW
R/
W
R/
W
R/W R/W R/W
R/
W
R/
W
R/
W
SW SW SW SW SW
SW
SW
FOC FOC FOC FOC
FO
C
F
O
C
FOC
FOC
FO
C
FO
C
FOC
FOC
FOC
FOC
FOC
FOC
FO
C
FO
C
FO
C
FOC FOC FOC FOC FOC FOC FOC FOC
F
O
C
FO
C
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/
W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/
W
SW SW SW SW SW SW SW SW SW SW SW SW SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SWSW
SW
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W
R/W
R/W
R/W
R/W
R/WR/W
SW
SW
SW
SW
SW
SW
SW
SW
SWSW
SW SW
SW
SW
SW
SW
SW
SW
R/
W
R/
W
R/
W
R/
W
R/
W
R/W
1447514469144631445714451144451443914433
14421144151440914403 14427
1447714471144651445914453144471444114435
14423144171441114405 14429
9984
9978
99729969
9975
99819982
9976
99709971
9977
9983
P
P
P
D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W D/W
D/WD/WD/WD/WD/WD/WD/WD/WD/WD/WD/WD/WD/W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/W
D/W
1
1
1
DA
I
N
S
T
S
E
JU
S
T
M
A
N
S
T
S
E
100TH AVE SE
LOCKWOOD LN SE
DO
T
S
O
N
S
T
S
E
DO
T
S
O
N
S
T
S
E
SIDEWALK
SIDEWALK
SI
D
E
W
A
L
K
SI
D
E
W
A
L
K
SI
D
E
W
A
L
K
SI
D
E
W
A
L
K
SI
D
E
W
A
L
K
SI
D
E
W
A
L
K
13
SI
T
E
P
L
A
N
-
6
10
N
Know what's below.Call
R
811
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
DIGALERT
before you dig.
REVISIONS
DATE DESCRIPTION INITIAL
COMCAST
SHEET OF
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.
SCALE
STAMP
DATE:
DRAWN BY:SOFTPEARL
06-28-2024
SI
T
E
N
A
M
E
:
LO
C
A
T
I
O
N
A
D
D
R
E
S
S
:
CO
M
C
A
S
T
J
O
B
N
U
M
B
E
R
:
SITE PLAN CONSTRUCTION NOTES
REPLACE EQUIPMENT AT UG LOCATION1
YE
0
3
14
5
1
5
T
A
H
O
M
A
B
L
V
D
S
E
&
D
O
S
T
O
N
S
T
S
E
YE
L
M
,
W
A
9
8
5
9
7
JB
0
0
0
1
7
6
0
2
5
1
FO
C
FOC
FO
C
SW
SW
SW
SW
SW
SW
R/W
R/
W
R/
W SW
SW
SW
SW
SW
SW
SW
R/W
R/W
R/W
R/
W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
FOC
FOC
FOC
FO
C
FO
C
FO
C
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
R/W
R/W
R/W
R/W
R/W
R/W
FO
C
FO
C
FO
C
FOC FOC
R/W
R/
W
R/W
SW SW
SW
SW
S
W
SW
SW
SW
SW
FO
C
FOC
FO
C
F
O
C
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW SW SW
FOC FOC
FOC
FOC
FOC
FOC
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
R/W
R/W
R/W
R/W
R/W
R/W
R
/
W
R/W
R/W
FOC
FOC
FOC
SW
FOC
F
O
C
SW
R/W
D/W
D/W
D/W
D/W
D/
W
D/W
D/W
D/
W
D/W
D/W
P
P
10089 10083 10077
10071
10065
10059
10053
10047
10041
10035
10029
10042
1004810033
10027
10036
D/W
D/W
D/W
D/W
1
JE
N
S
O
N
D
R
S
E
JENSON D
R
S
E
TAHOMA
B
O
U
L
E
V
A
R
D
S
E
SID
E
W
A
L
K
SIDEWAL
K
1
SIDEWAL
K
14515
13
SI
T
E
P
L
A
N
-
7
11
N
Know what's below.Call
R
811
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
DIGALERT
before you dig.
REVISIONS
DATE DESCRIPTION INITIAL
COMCAST
SHEET OF
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.
SCALE
STAMP
DATE:
DRAWN BY:SOFTPEARL
06-28-2024
SI
T
E
N
A
M
E
:
LO
C
A
T
I
O
N
A
D
D
R
E
S
S
:
CO
M
C
A
S
T
J
O
B
N
U
M
B
E
R
:
SITE PLAN CONSTRUCTION NOTES
REPLACE EQUIPMENT AT UG LOCATION1
YE
0
3
14
5
1
5
T
A
H
O
M
A
B
L
V
D
S
E
&
D
O
S
T
O
N
S
T
S
E
YE
L
M
,
W
A
9
8
5
9
7
JB
0
0
0
1
7
6
0
2
5
1
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
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
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 FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL
FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOC
SW
SWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSW
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
SW
14944
14938149321492614920 15025
1-16
BLDG 1
314'
TAHOMA BLVD SE
SIDEWALK
SIDEWALK
1
13
SI
T
E
P
L
A
N
-
8
12
N
Know what's below.Call
R
811
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
DIGALERT
before you dig.
REVISIONS
DATE DESCRIPTION INITIAL
COMCAST
SHEET OF
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.
SCALE
STAMP
DATE:
DRAWN BY:SOFTPEARL
06-28-2024
SI
T
E
N
A
M
E
:
LO
C
A
T
I
O
N
A
D
D
R
E
S
S
:
CO
M
C
A
S
T
J
O
B
N
U
M
B
E
R
:
YE
0
3
14
5
1
5
T
A
H
O
M
A
B
L
V
D
S
E
&
D
O
S
T
O
N
S
T
S
E
YE
L
M
,
W
A
9
8
5
9
7
JB
0
0
0
1
7
6
0
2
5
1
SITE PLAN CONSTRUCTION NOTES
REPLACE EQUIPMENT AT UG LOCATION1
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
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
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
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
R/W
R/W
R/W
R/W
R/W
R/W
R/W
P
TAH
O
M
A
B
L
V
D
S
E
201
SID
E
W
A
L
K
SID
E
W
A
L
K
SID
E
W
A
L
K
SID
E
W
A
L
K
TA
H
O
M
A
B
L
V
D
S
E
363
'
D/W
D/W
1
13
SI
T
E
P
L
A
N
-
9
13
N
Know what's below.Call
R
811
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
DIGALERT
before you dig.
REVISIONS
DATE DESCRIPTION INITIAL
COMCAST
SHEET OF
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.
SCALE
STAMP
DATE:
DRAWN BY:SOFTPEARL
06-28-2024
SI
T
E
N
A
M
E
:
LO
C
A
T
I
O
N
A
D
D
R
E
S
S
:
CO
M
C
A
S
T
J
O
B
N
U
M
B
E
R
:
YE
0
3
14
5
1
5
T
A
H
O
M
A
B
L
V
D
S
E
&
D
O
S
T
O
N
S
T
S
E
YE
L
M
,
W
A
9
8
5
9
7
JB
0
0
0
1
7
6
0
2
5
1
SITE PLAN CONSTRUCTION NOTES
REPLACE EQUIPMENT AT UG LOCATION1