Spectrum-PT19053131 May 2019
FAIRWAYS AT RIVERCHASE
508 RIVERCHASE DR
COPPELL., TX
VICINITY MAP
0
z
PROJECT cZi
LOCATION p
pINEH�RST OR
i
m
�cl,
sF
COVENTRY CT
oy
off,
GENERAL PROJECT NOTES
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.
LEGEND
UG— PROPOSED CONDUIT
XX' BORE
• UG---- BORE UNDER CONCRETE
LEASE DUCT
EXISTING SPECTRUM CONDUIT
EXISTING CUSTOMER CONDUIT
PP XX' PP
0 OH -0 OVERHEAD: NEW BUILD
PP XX' PP
fJ ^' 0 OVERHEAD: OVERLASH
TYPICAL UTILITY CROSSING
TYPICAL PAVEMENT BORE DETAIL
TRENCH DETAIL
NOT TO SCALE
=1 11=1 11=1 11=1 11=1 I I
III—III—III—III—I 11—II I
1 111 111 111 I I11 I
I I 1=1 11=1 11=1 11=1 I
III—I 11=1 11=1 11=1 11=
1111 111 111 111 I
WARNING TAPE
BACKFILL TRENCH
a CUSHION SAND
WITH DEBRIS FREE
MATERIAL TAMPED
PLACE CONDUIT(S)
TO 98% PROCTOR
AS SPECIFIED
STA. 0+00
ENTER EXISTING
CAN PEDESTAL
15' ALLEY -ROW
•
I
1
1
1404
1400 \
ro
\ PROPOSED 1-2" HDPE
\ : 0
X\\
\ \ lb
512
\\\\N
•
10"SS
STA. 3+49
PLACE TAPPEDESTAL
10"0 x 17"H 18" STAKE
FAIRWAYS AT
508 RIVERCHASE DR
O
C�l
PREPARED BY: ESTIMATED SHEET TOTALS NORTH PROJECT: FAIRWAYS AT R I V E R C H AS E
D DESCRIPTION QUANTITY DESCRIPTION QUANTITY
Jr TRENCH & PLACE CONDUIT 303' PLACE FLUSH MOUNT VAULT
W BORE & PLACE CONDUIT 46' PLACE PEDESTAL 1
LF O BORE & PLACE STEEL CASING PLACE FLUSH DROP BUCKET ADDRESS: 508 R I V E R C HAS E DR T�/
PULL THROUGH EXISTING CONDUIT PLACE POWER SUPPLY CITY, STATE: COPPELL, I/\
R & R CONCRETE SIDEWALK (SF) PLACE WALL BOX & RISER
R & R CONCRETE PAVEMENT (SF) PLACE U -GUARD RISER 1 SHEET HORIZONTAL SCALE VERTICAL SCALE JOB NUMBER: DATE: s er....-trumoi�
D CONTACT: I of 1 " = 40 1 " = 10' 1430477 05-24-2019
DAVIAVI D HATTON 972.670.2113 AERIAL: OVERLASH OVERHEAD: NEW BUILD