Spectrum-PT19112222 November 2019
NORTHPOINT HOTEL GROUP
1155 NORTHPOINT DR
COPPELL., TX
VICINITY MAP
1. ALL CONSTRUCTION WORK WITHIN THE PUBLIC RIGHT—OF—WAY SHALL BE DONE IN ACCORDANCE WITH THE
ORDINANCES AND REGULATIONS OF THE MUNICIPALITY IN WHICH THE WORK IS TO BE PERFORMED.
2. EXISTING UTILITY LOCATIONS SHOWN ARE TAKEN FROM AVAILABLE RECORDS AND MAY NOT BE ALL INCLUSIVE.
UTILITY LOCATIONS ARE GENERALLY SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT THE SIZE AND
LOCATION OF EACH PARTICULAR UTILITY. THE CONSTRUCTION CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR
ACTUAL LINE LOCATES IN THE FIELD AND THE PROTECTION OF ALL EXISTING FACILITIES WHETHER SHOWN OR NOT.
THE CONSTRUCTION CONTRACTOR SHALL ALSO ASSUME RESPONSIBILITY FOR REPAIRS TO ANY EXISTING FACILITY
DAMAGED AS A DIRECT RESULT OF THE CONSTRUCTION ACTIVITIES WHETHER THE FACILITY IS SHOWN ON THE
DRAWINGS OR NOT.
3. THE CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL DEPARTMENTS WITHIN THE
MUNICIPALITY AND THE UTILITY COMPANIES AT LEAST TWO WORKING DAYS PRIOR TO THE COMMENCEMENT OF WORK.
CALL BEFORE YOU DIG
811
IT'S THE LAW
4. IT SHALL BE THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR TO: A) PREVENT DAMAGE TO PRIVATE AND
PUBLIC PROPERTY. B) RESTORE ALL AREAS EFFECTED BY THE CONSTRUCTION TO ORIGINAL OR BETTER CONDITION.
5. BARRICADING AND TRAFFIC CONTROL SHALL BE THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR AND
SHALL CONFORM TO THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". TRAFFIC FLOW AND ACCESS
SHALL BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION. THE CONSTRUCTION CONTRACTOR IS RESPONSIBLE
FOR PROVIDING TRAFFIC SAFETY MEASURES FOR WORK ON THE PROJECT. THE WORK SITE SHALL BE SUITABLY LIT
AND BARRICADED AT NIGHT.
6. THE CONSTRUCTION CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS GOVERNING
EXCAVATION. THE CONSTRUCTION CONTRACTOR SHALL PROVIDE ALL TRENCH SAFETY SYSTEMS THAT COMPLY WITH
ALL LAWS GOVERNING EXCAVATION. THE CONSTRUCTION CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL
ASPECTS OF WORK RELATED TO EXCAVATION.
7. ALL CONCRETE USED IN ANY ROADWAY SHALL BE IN COMPLIANCE WITH THE SPECIFIED CLASSES OF CONCRETE IN
THE STANDARD SPECIFICATIONS 5.8 "PORTLAND CEMENT CONCRETE PAVEMENT" AND 7.4.5 "QUALITY OF CONCRETE"
AS AMENDED BY THE ADDENDUM TO THE NORTH CENTRAL TEXAS STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION — 2004. ALL OTHER CONCRETE SHALL BE CLASS A CONCRETE.
8. ALL REINFORCING STEEL AND DOWEL BARS IN PAVEMENT SHALL BE SUPPORTED AND MAINTAINED AT THE CORRECT
CLEARANCES BY THE USE OF BAR CHAINS OR OTHER APPROVED SUPPORT.
9. ALL CONDUIT MUST BE PLACED WITH A MINIMUM 42" OF COVER, UNLESS OTHERWISE SPECIFIED.
10. ALL BACKFILLING WILL BE MECHANICALLY TAMPED IN LIFTS TO A DENSITY OF 95% PROCTOR. THE REQUIRED
DENSITY WILL BE OBTAINED BY USING TAMPERS, RAMMERS OR ROLLING EQUIPMENT. LIFTS MAY VARY ACCORDING TO
THE TYPE OF EQUIPMENT USED TO OBTAIN THE REQUIRED DENSITY. SAND AND DEBRIS FREE MATERIAL WILL BE
USED FOR BACKFILL.
DFWT CONTACT: DAVID HATTON 972.670.21 13
PREPARED BY: DFW TELECOM, INC.
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1. ALL CONSTRUCTION WORK WITHIN THE PUBLIC RIGHT—OF—WAY SHALL BE DONE IN ACCORDANCE WITH THE
ORDINANCES AND REGULATIONS OF THE MUNICIPALITY IN WHICH THE WORK IS TO BE PERFORMED.
2. EXISTING UTILITY LOCATIONS SHOWN ARE TAKEN FROM AVAILABLE RECORDS AND MAY NOT BE ALL INCLUSIVE.
UTILITY LOCATIONS ARE GENERALLY SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT THE SIZE AND
LOCATION OF EACH PARTICULAR UTILITY. THE CONSTRUCTION CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR
ACTUAL LINE LOCATES IN THE FIELD AND THE PROTECTION OF ALL EXISTING FACILITIES WHETHER SHOWN OR NOT.
THE CONSTRUCTION CONTRACTOR SHALL ALSO ASSUME RESPONSIBILITY FOR REPAIRS TO ANY EXISTING FACILITY
DAMAGED AS A DIRECT RESULT OF THE CONSTRUCTION ACTIVITIES WHETHER THE FACILITY IS SHOWN ON THE
DRAWINGS OR NOT.
3. THE CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL DEPARTMENTS WITHIN THE
MUNICIPALITY AND THE UTILITY COMPANIES AT LEAST TWO WORKING DAYS PRIOR TO THE COMMENCEMENT OF WORK.
CALL BEFORE YOU DIG
811
IT'S THE LAW
4. IT SHALL BE THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR TO: A) PREVENT DAMAGE TO PRIVATE AND
PUBLIC PROPERTY. B) RESTORE ALL AREAS EFFECTED BY THE CONSTRUCTION TO ORIGINAL OR BETTER CONDITION.
5. BARRICADING AND TRAFFIC CONTROL SHALL BE THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR AND
SHALL CONFORM TO THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". TRAFFIC FLOW AND ACCESS
SHALL BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION. THE CONSTRUCTION CONTRACTOR IS RESPONSIBLE
FOR PROVIDING TRAFFIC SAFETY MEASURES FOR WORK ON THE PROJECT. THE WORK SITE SHALL BE SUITABLY LIT
AND BARRICADED AT NIGHT.
6. THE CONSTRUCTION CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS GOVERNING
EXCAVATION. THE CONSTRUCTION CONTRACTOR SHALL PROVIDE ALL TRENCH SAFETY SYSTEMS THAT COMPLY WITH
ALL LAWS GOVERNING EXCAVATION. THE CONSTRUCTION CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL
ASPECTS OF WORK RELATED TO EXCAVATION.
7. ALL CONCRETE USED IN ANY ROADWAY SHALL BE IN COMPLIANCE WITH THE SPECIFIED CLASSES OF CONCRETE IN
THE STANDARD SPECIFICATIONS 5.8 "PORTLAND CEMENT CONCRETE PAVEMENT" AND 7.4.5 "QUALITY OF CONCRETE"
AS AMENDED BY THE ADDENDUM TO THE NORTH CENTRAL TEXAS STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION — 2004. ALL OTHER CONCRETE SHALL BE CLASS A CONCRETE.
8. ALL REINFORCING STEEL AND DOWEL BARS IN PAVEMENT SHALL BE SUPPORTED AND MAINTAINED AT THE CORRECT
CLEARANCES BY THE USE OF BAR CHAINS OR OTHER APPROVED SUPPORT.
9. ALL CONDUIT MUST BE PLACED WITH A MINIMUM 42" OF COVER, UNLESS OTHERWISE SPECIFIED.
10. ALL BACKFILLING WILL BE MECHANICALLY TAMPED IN LIFTS TO A DENSITY OF 95% PROCTOR. THE REQUIRED
DENSITY WILL BE OBTAINED BY USING TAMPERS, RAMMERS OR ROLLING EQUIPMENT. LIFTS MAY VARY ACCORDING TO
THE TYPE OF EQUIPMENT USED TO OBTAIN THE REQUIRED DENSITY. SAND AND DEBRIS FREE MATERIAL WILL BE
USED FOR BACKFILL.
DFWT CONTACT: DAVID HATTON 972.670.21 13
PREPARED BY: DFW TELECOM, INC.
PROPOSED
BUILDING
450' PULL TRHOUGH
EXISTING CUSTOMER
CONDUIT
Csw
csW
A
CONCRETE PARKING
-------------- --------------------- ----�--
0+45 \ 8"SS 8"SS 8"SS 8"SS 8"SS 8"
CAPTURE X
EXISTING
CUSTOMER CONDUIT
8"W 8"W 8"W 8"W 8"W
PROPOSEDI-2"HDPE i�---------------------o---------------
�� m CONCRETE PARKING
0+00
ENTER EXISTING CAN
PEDESTAL
TRENCH DETAIL
NOT TO SCALE
TRENCH
GROUND LINE
1 I I1 I I1 I I1 I I1 I I III1 I I1 I I1 I I1 I
1111 111 111 111 111 I I 1111 111 111 111 11=
1 111 111 111 111 I I 1111 111 111 111 I
0
M
WARNING TAPE BACKFILL TRENCH
a CUSHION SAND WITH DEBRIS FREE
MATERIAL TAMPED
PLACE CONDUIT(S) TO 989 PROCTOR
AS SPECIFIED
CONCRETE PARKING
TYPICAL UTILITY CROSSING
LEGEND
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...........................
=—" F=
6"SS 6"SS
ALOFT HOTEL
1155 NORTHPOINT DR
1
Csw
6'SS
CONCRETE PARKING
24"RCP
-8"W �--8"W _ 8"W 8"W
----------- — — — — — — ----- — -----
CONCRETE
--CONCRETE PARKING
UGC PROPOSED CONDUIT
XX' BORE
BORE UNDER CONCRETE
LEASE DUCT
EXISTING SPECTRUM CONDUIT
EXISTING CUSTOMER CONDUIT
PP XX' PP
��OH 0 OVERHEAD: NEW BUILD
P0OH--o OVERHEAD: OVERLASH
DNINaVd 313NONOO
18"RCP
— 8"W
PREPARED BY: ESTIMATED SHEET TOTALS NORTH
PROJECT: N O RT H P O I N T HOTEL GROUP
DESCRIPTION QUANTITY DESCRIPTION QUANTITY
D� TRENCH & PLACE CONDUIT 45' PLACE FLUSH MOUNT VAULT
W BORE & PLACE CONDUIT PLACE PEDESTAL
L� O BORE & PLACE STEEL CASING PLACE FLUSH DROP BUCKET ADDRESS: 1 155 NORTHP�/OINT DR
PULL THROUGH EXISTING CONDUIT 450' PLACE POWER SUPPLY CITY, STATE: COPPELL, TX
R & R CONCRETE SIDEWALK (SF) PLACE WALL BOX & RISER ectrum000.
D CONTACT:
R & R CONCRETE PAVEMENT (SF) PLACE U -GUARD RISER SHEET HORIZONTAL SCALE VERTICAL SCALE JOB NUMBER: DATE:
= 40'
DAAVIVI D HATTON 972.670.2113 AERIAL: OVERLASH OVERHEAD: NEW BUILD OF ill 1 " = 10' 671590 07-18-2019