DCT Fellowship- PN150121 (3)0
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PART OF
FELLOWSHIP OF LAS COLINAS
VOL. 94091, PG. 1680)
VOL. 11578, PG. 1111)
MATCH UNE - STA 13+30 SHEET C5.2
7 7
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STA 1+12.46 LINE "W-1" t
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INSTALL: 1
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STA 5+15.13 LINE "W-1"
INSTALL:
1-8"x6" TEE
1-8" VALVE
1-6" VALVE
1 -FIRE HYDRANT
1-8" 45' HORIZ. BEND
I STA 0+44.75 LINE "W-2"
INSTALL:
1-8" 45' HORIZ. BEND
STA 2+33.43 LINE "W-1" 0
INSTALL:
1-8"x6" TEE I1-8" VALVE 00
1-6" VALVE Q
1 -FIRE dYDRANT 0> I
xx
CO
I
3C' PERMANENT GAS ESMT. o
ELECTRIC METER
1-12" VALVE 1. ALL CONCRETE SHALL BE CLASS "A" (3000 PSI), UNLESS OTHERWISE NOTED.
INST. #20080107097
PP. POWER POLE
STA 1+33.57 LINE "W-1"= N
LS
STA 0+00.00 LINE "W-2" w
I STA 0+94.99 LINE "W-1" 3. WATER AND SANITARY SEWER SERVICES SHALL MEET PLUMBING CODE REQUIREMENTS.
INSTALL: o
WATER METER
I 2-8"x2" TEE UNLESS OTHERWISE NOTED.
2-8"x8" TEE
wv® WATER VALVE
I
STA 1+54.71 LINE "W-1- 1"
INSTALL:
END & PLUG 8" FIRE &
INSTALL:
20 40 80 120
1-8" 45' HORIZ. BEND
FIRE HYDRANT
6.A. WHERE A SANITARY SEWER PARALLELS A WATERLINE, THE SEWER SHALL BE CONSTRUCTED OF
I
N 89'28'30" E 620.08'
PROP. LIFT STA II
STA 5+98.12 LINE "W-1" 1
MH 1 18+.Op I 11 _ 00 I 1 I 16+00; 1 ' MH 0 1 00
INSTALL: . 4- 14.7 -}- t-- , T _ I'i ' ... I-.. Ta -P- ' I
o
1-8"x8" TEE
STA 6+17.43 LINE "W-1" 1 I FH
INSTALL: I I o ! FH ! I I I I
3+00 2+00
1-8" 45' HORIZ. BEND 6+00 5+00 PROS+ PRIVATE WATER
STA 6+54.49 UNE "W-1-
INSTALL:
W-1"
INSTALL:
1-8" 45' HORIZ. BEND
BENCH MARK LIST
BM# 1 " X " CUT SET ON NORTH CORNER OF CONCRETE RAMP AT THE
NORTHEAST CORNER OF INTERSECTION OF BASS PRO DRIVE AND
CONCRETE DRIVE APPROXIMATELY 1,255 FEET WEST OF
CREEKVIEW DRIVE.
ELEV=537.81
BM# 2" X CUT SET ON SOUTHWEST CORNER OF CURB INLET ON THE
NORTH SIDE OF BASS PRO DRIVE APPROXIMATELY 663 FEET
WEST OF CREEKVIEW DRIVE.
ELEV=541.21
BM# 3 OX " CUT SET ON EAST SIDE OF CONCRETE MEDIAN NOSE OF
THE EAST MEDIAN IN THE CENTERLINE OF BASS PRO DRIVE AT
ITS INTERSECTION WITH CREEKVIEW DRIVE.
ELEV=550.94
BM# 4 X " CUT SET ON THE TOP OF CURB ON THE WEST SIDE OF
CREEKVIEW DRIVE AT THE SOUTH END OF CURB RETURN FOR
DRIVEWAY TO CHESAPEAKE GAS WELL, APPROXIMATELY 997 FEET
NORTH OF BASS PRO DRIVE.
ELEV=541.83
BM# 5 X " CUT SET ON SOUTHEAST CORNER OF CURB INLET ON THE
SOUTH SIDE OF GENESIS WAY AT THE SOUTHWEST CORNER OF
ITS INTERSECTION WITH FELLOWSHIP WAY.
ELEV=535.87
BM# 6 FX CUT SET ON THE TOP OF CURB AT THE CENTER OF CURB
INLET ON THE SOUTH SIDE OF GENESIS WAY AT THE SOUTHEAST
CORNER OF ITS INTERSECTION WITH ENCHANTED WAY.
11
ELEV=535.43
STA 9+90.58 LINE "W-1"
INSTALL:
1-8" 45' HORIZ. BEND
STA 10+27.64 LINE "W-1"
INSTALL:
1-8" 45' HORIZ. BEND
F r
F
STA 15+25.91 LINE "W-1"=
27" R.C.P. 24" R.C.P. °
STA 4+34.75 LINE "W-2"
27r -C -C. P.
27" R.C.P.
ti INSTALL:
1-8"x8" TEE
5O.T MEDIAN- - - - -
OPENING
BE THEL R OA
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STA 5+15.13 LINE "W-1"
INSTALL:
1-8"x6" TEE
1-8" VALVE
1-6" VALVE
1 -FIRE HYDRANT
BOLLARD
I STA 0+44.75 LINE "W-2"
INSTALL:
1-8" 45' HORIZ. BEND
STA 2+33.43 LINE "W-1" 0
INSTALL:
1-8"x6" TEE I1-8" VALVE 00
1-6" VALVE Q
1 -FIRE dYDRANT 0> I
xx
CO
I
EM® ELECTRIC METER
1-12" VALVE 1. ALL CONCRETE SHALL BE CLASS "A" (3000 PSI), UNLESS OTHERWISE NOTED.
PP. POWER POLE
C900, DR 14, CLASS 305 AND INSTALLED IN ACCORDANCE WITH THE DESIGN AND SPECIFICATIONS OF
LS LIGHT STANDARD
I STA 0+94.99 LINE "W-1" 3. WATER AND SANITARY SEWER SERVICES SHALL MEET PLUMBING CODE REQUIREMENTS.
wMo WATER METER
I 2-8"x2" TEE UNLESS OTHERWISE NOTED.
wv® WATER VALVE
6. WHEN WATER MAINS AND SANITARY SEWERS ARE INSTALLED, THEY SHALL BE INSTALLED NO CLOSER TO
END & PLUG 8" FIRE &
IRRIGATION CONTROL VALVE 0 20 40 80 120
FH-(> FIRE HYDRANT
6.A. WHERE A SANITARY SEWER PARALLELS A WATERLINE, THE SEWER SHALL BE CONSTRUCTED OF
2" WATER (DOM.) 5' FROM
CLEANOUT GRAPHIC SCALE IN FEET
Z MHO MANHOLE
SSEWER SHALL BE
LOCON
OFF OURTEE
BETWEENETWEEN
OUTSIDE DIAMETERS. ATED BELOW
TMEINIMUM
Q 04
BUILDING FACE.
TRAFFIC SIGNAL CONTROL
6.13. WHERE A SANITARY SEWER CROSSES A WATERLINE AND THE SEWER IS CONSTRUCTED OF CAST
00TSP
Q3
IRON, DUCTILE IRON, OR PVC WITH A MINIMUM PRESSURE RATING OF 150 PSI, AN ABSOLUTELL
TRAFFIC SIGNAL POLE
MINIMUM DISTANCE OF 12 INCHES BETWEEN OUTSIDE DIAMETERS SHALL BE MAINTAINED AND
O
WATERLINE SHALL BE ENCASED.
REF. MEP PLANS FOR
6.C. WHERE A SANITARY SEWER CROSSES UNDER A WATERLINE AND THE SEWER IS CONSTRUCTED OF
Q D TELES TELEPHONE BOX
WITH GASKETED JOINTS, A MINIMUM TWO FOOT SEPARATION DISTANCE SHALL BE MAINTAINED. IN
Y Q CD
j ADDITION, THE SEWER SHALL BE LOCATED BELOW THE WATERLINE WHERE POSSIBLE AND ONE
FLOOD LIGHT
CONTINUATION
UO Hm
FP . FLAG POLE
NINE FEET OF THE WATERLINE SHALL BE CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC
m O O SIGN TRAFFIC SIGN
g OF THIS PROCEDURE, THE NEW CONVEYANCE MAY BE ENCASED IN A JOINT OF 150 PSI PRESSURE
N Z Ir -O IRS
DCT FELLOWSHIP WEST ADDITION
I-
0
oO
C.M.) CONTROLLING MONUMENT
ENCASEMENT PIPE SHOULD BE CENTERED ON THE CROSSING AND BOTH ENDS SEALED WITH
Q0
04 PROPERTY LINE
107,146 SF
J a- x FENCE
IS INSTALLED ABOVE THE SEWER A MINIMUM OF TWO FEET VERTICALLY AND FOUR FEET
W J
HORIZONTALLY.
F. F. E = 544.50
OHL OVERHEAD UTILITY LINE
Y O EXCAVATION FOR THE WATERLINE PRODUCE EVIDENCE THAT THE SEWER IS LEAKING, THE SEWER
E UNDERGROUND ELECTRIC LINE
Q 7. CONTRACTOR TO VERIFY ALL EXISTING SEWER FLOW LINES BEFORE BEGINNING CONSTRUCTION.
OJ 0- 00
ON T UNDERGROUND TELEPHONE LINE
STA 3+90.01 LINE "W-2"
c UNDERGROUND CABLE LINE
LLI THE CURB OR ALLEY IN ACCORDANCE WITH THE STANDARD CITY SPECIFICATIONS.
I 6"W UNDERGROUND WATER LINE
u) Z SPECIFICATIONS.
INSTALL:
6"SS- UNDERGROUND SANITARY SEWER LINE
m H CURB UNE AT A DEPTH OF 12 INCHES. THE METER BOX SHALL BE FURNISHED AND INSTALLED BY THE
n CONTRACTOR AFTER THE PAVING CONTRACTOR HAS COMPLETED THE FINE GRADING BEHIND THE BACK OF
W Z THE CURB. EACH SERVICE LOCATION SHALL BE MARKED ON THE CURB WITH A BLUE LETTER "W" BY
1-8" 45' HORIZ. BEND
W11. ALL METER BOXES SHALL BE LOCATED IN NON -TRAFFIC AREAS.
12. TRENCH BACKFILL MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 504.2 AND SHALL
STA 11+07.29 LINE "W-1"
m BE MECHANICALLY COMPACTED IN 6 -INCH LIFTS TO THE TOP OF SUBGRADE TO A MINIMUM OF 95% STA 13+59.29 LINE "W-1" STANDARD PROCTOR DENSITY IN ACCORDANCE WITH NCTCOG ITEM 504.5 UNLESS OTHERWISE SHOWN ON
STA 3+90.01 LINE "W-2" THESE PLANS OR STATED IN THE STANDARD CITY SPECIFICATIONS.
INSTALL: 13. EMBEDMENT SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 504.5 UNLESS OTHERWISE SHOWN
I N STALL:
1-8"x6" TEE
1-8" 45' HORIZ. BEND ON THESE PLANS OR STATED IN THE STANDARD CITY SPECIFICATIONS.
INSTALL
1-8"x6" TEE
14. VALVE BOXES SHALL BE FURNISHED AND SET ON EACH GATE VALVE. AFTER THE FINAL CLEAN-UP AND
STA 14+90.78 LINE "W-1"
ALIGNMENT HAS BEEN COMPLETED, THE UTILITY CONTRACTOR SHALL POUR A 24"X24"X6" CONCRETE
BLOCK AROUND ALL VALVE BOX TOPS LEVEL WITH THE FINISHED GRADE.
1-8" VALVE
1-8" VALVE INSTALL:
PROP. DETEC OR
EXPENSE.
1-6" VALVE
1-6" VALVE 1-8" 45' HORIZ. BEND
STA 16+13.51 LINE -W-1-
CONNECT TO EXISTING 12" WATER ISSUED FOR PRELIMINARY PRICING PURPOSES ON
1 -FIRE HYDRANT
1 -FIRE HYDRANT
1-12" VALVE
THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT 01-8" VALVE ,.,,. .,,- 1-. ... ,,, ter.., - r n, ur.r„ru rn r ,rnr nn,n, u,ru Tn I-- uA
ow
OO
OX
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00
11+00 12+00 PROP. 8" PRIgAjV WATER
14+00
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STA 15+07.25 LINE "W-1"
INSTALL - N STALL•
1 -8" 1-8" 45' HORIZ. BEND
Q9'j' ' w 1 /
J6U.79'
F r
F
STA 15+25.91 LINE "W-1"=
27" R.C.P. 24" R.C.P. °
STA 4+34.75 LINE "W-2"
27r -C -C. P.
27" R.C.P.
ti INSTALL:
1-8"x8" TEE
5O.T MEDIAN- - - - -
OPENING
BE THEL R OA
ie veDieci r unnTu oir_ur_nG_weYN
PRELIMINARY
NOT FOR CONSTRUCTION
THIS DOCUMENT IS ISSUED FOR THE
PURPOSE OF SCHEMATIC REVIEW ONLY
AND IS NOT INTENDED FOR PERMITTING,
BIDDING, OR CONSTRUCTION PURPOSES.
PLANS PREPARED UNDER THE DIRECT
SUPERVISION DF CLAYTON J. STROLLE, P.E.
TEXAS REGISTRATION NO. 108906
DATE: 01 /21112015
I
PK FILE: 2768-14.255
1 1 1
DWG FILE: MASTER 2768-14.255UT.DWG
I- E G E- N C
STA 0+00.00 LINE "W-1"
B. BOLLARD
INSTALL: WATER $ SANITARY SEVER GENERAL NOTES
EM® ELECTRIC METER
1-12" VALVE 1. ALL CONCRETE SHALL BE CLASS "A" (3000 PSI), UNLESS OTHERWISE NOTED.
PP. POWER POLE
C900, DR 14, CLASS 305 AND INSTALLED IN ACCORDANCE WITH THE DESIGN AND SPECIFICATIONS OF
LS LIGHT STANDARD
I STA 0+94.99 LINE "W-1" 3. WATER AND SANITARY SEWER SERVICES SHALL MEET PLUMBING CODE REQUIREMENTS.
wMo WATER METER
I 2-8"x2" TEE UNLESS OTHERWISE NOTED.
wv® WATER VALVE
6. WHEN WATER MAINS AND SANITARY SEWERS ARE INSTALLED, THEY SHALL BE INSTALLED NO CLOSER TO
icv® IRRIGATION CONTROL VALVE 0 20 40 80 120
FH-(> FIRE HYDRANT
6.A. WHERE A SANITARY SEWER PARALLELS A WATERLINE, THE SEWER SHALL BE CONSTRUCTED OF
Co. CLEANOUT GRAPHIC SCALE IN FEET
Z MHO MANHOLE
SSEWER SHALL BE
LOCON
OFF OURTEE
BETWEENETWEEN
OUTSIDE DIAMETERS. ATED BELOW
TMEINIMUM
Q 04 TSC El TRAFFIC SIGNAL CONTROL
6.13. WHERE A SANITARY SEWER CROSSES A WATERLINE AND THE SEWER IS CONSTRUCTED OF CAST
00TSP
Q3
IRON, DUCTILE IRON, OR PVC WITH A MINIMUM PRESSURE RATING OF 150 PSI, AN ABSOLUTELL
TRAFFIC SIGNAL POLE
MINIMUM DISTANCE OF 12 INCHES BETWEEN OUTSIDE DIAMETERS SHALL BE MAINTAINED AND
O
WATERLINE SHALL BE ENCASED.
6.C. WHERE A SANITARY SEWER CROSSES UNDER A WATERLINE AND THE SEWER IS CONSTRUCTED OF
Q D TELES TELEPHONE BOX
WITH GASKETED JOINTS, A MINIMUM TWO FOOT SEPARATION DISTANCE SHALL BE MAINTAINED. IN
Y Q CD
j ADDITION, THE SEWER SHALL BE LOCATED BELOW THE WATERLINE WHERE POSSIBLE AND ONE
FLOOD LIGHT
LENGTH OF THE SEWER PIPE MUST BE CENTERED ON THE WATERLINE.
UO Hm
FP . FLAG POLE
NINE FEET OF THE WATERLINE SHALL BE CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC
m O O SIGN TRAFFIC SIGN
g OF THIS PROCEDURE, THE NEW CONVEYANCE MAY BE ENCASED IN A JOINT OF 150 PSI PRESSURE
N Z Ir -O IRS 1/2 -INCH IRON ROD
W/"PACHECO KOCH" CAP SET
WQ CONVEYANCE. THE SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT FIVE FEET
I-
0
oO
C.M.) CONTROLLING MONUMENT
ENCASEMENT PIPE SHOULD BE CENTERED ON THE CROSSING AND BOTH ENDS SEALED WITH
Q0
04 PROPERTY LINE
6.E. THE SANITARY SEWER NEED NOT BE DISTURBED WHERE A NEW WATERLINE IS TO BE INSTALLEDI
J a- x FENCE
IS INSTALLED ABOVE THE SEWER A MINIMUM OF TWO FEET VERTICALLY AND FOUR FEET
W J
HORIZONTALLY.
Q 6.F. THE SANITARY SEWER NEED NOT BE DISTURBED WHERE A NEW WATERLINE IS TO CROSS OVER BY
Lu 0 OHL OVERHEAD UTILITY LINE
Y O EXCAVATION FOR THE WATERLINE PRODUCE EVIDENCE THAT THE SEWER IS LEAKING, THE SEWER
E UNDERGROUND ELECTRIC LINE
Q 7. CONTRACTOR TO VERIFY ALL EXISTING SEWER FLOW LINES BEFORE BEGINNING CONSTRUCTION.
OJ 0- 00
ON T UNDERGROUND TELEPHONE LINE
m SERVICE AND SHALL LEAVE A MINIMUM OF 36 INCHES OF FLAGGING EXPOSED AFTER BACKFILL. AFTEROCV
c UNDERGROUND CABLE LINE
LLI THE CURB OR ALLEY IN ACCORDANCE WITH THE STANDARD CITY SPECIFICATIONS.
I 6"W UNDERGROUND WATER LINE
u) Z SPECIFICATIONS.
6"SS- UNDERGROUND SANITARY SEWER LINE
m H CURB UNE AT A DEPTH OF 12 INCHES. THE METER BOX SHALL BE FURNISHED AND INSTALLED BY THE
PRELIMINARY
NOT FOR CONSTRUCTION
THIS DOCUMENT IS ISSUED FOR THE
PURPOSE OF SCHEMATIC REVIEW ONLY
AND IS NOT INTENDED FOR PERMITTING,
BIDDING, OR CONSTRUCTION PURPOSES.
PLANS PREPARED UNDER THE DIRECT
SUPERVISION DF CLAYTON J. STROLLE, P.E.
TEXAS REGISTRATION NO. 108906
DATE: 01 /21112015
I
PK FILE: 2768-14.255
1 1 1
DWG FILE: MASTER 2768-14.255UT.DWG
I M M V M
STA 0+00.00 LINE "W-1"
CONNECT TO EXISTING 12" WATER
INSTALL: WATER $ SANITARY SEVER GENERAL NOTES
1-12"x8" TAPPING SADDLE
1-12" VALVE 1. ALL CONCRETE SHALL BE CLASS "A" (3000 PSI), UNLESS OTHERWISE NOTED.
1-8" VALVE 2. ALL WATER MAINS SHALL BE PVC C900, DR 18, CLASS 235. FIRE PROTECTION SERVICES SHALL BE PVC
C900, DR 14, CLASS 305 AND INSTALLED IN ACCORDANCE WITH THE DESIGN AND SPECIFICATIONS OF
I THE FIRE PROTECTION PLANS TO BE PREPARED BY A LICENSED FIRE PROTECTION CONTRACTOR.
I STA 0+94.99 LINE "W-1" 3. WATER AND SANITARY SEWER SERVICES SHALL MEET PLUMBING CODE REQUIREMENTS.
I INSTALL: 4. ALL WATER MAINS SHALL HAVE A MINIMUM COVER OF 48 INCHES BELOW IMPROVED FINISHED GRADE,
I 2-8"x2" TEE UNLESS OTHERWISE NOTED.
1-2" METER (IRR.)
5. SANITARY SEWER PIPE SHALL BE PVC SDR -35.
6. WHEN WATER MAINS AND SANITARY SEWERS ARE INSTALLED, THEY SHALL BE INSTALLED NO CLOSER TO
1-2" METER (DOM. EACH OTHER THAN NINE FEET IN ALL DIRECTIONS AND PARALLEL LINES MUST BE INSTALLED IN
1-8" DETECTOR CHECK SEPARATE TRENCHES. WHERE THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE
FOLLOWING GUIDELINES SHALL APPLY:
6.A. WHERE A SANITARY SEWER PARALLELS A WATERLINE, THE SEWER SHALL BE CONSTRUCTED OF
CAST IRON, DUCTILE IRON, OR PVC MEETING ASTM SPECIFICATIONS WITH A PRESSURE RATING OF
150 PSI FOR BOTH THE PIPE AND JOINTS. THE VERTICAL SEPARATION SHALL BE A MINIMUM OF
TWO SIDE DIAMETERS AND THEHORIZONTALSHALL BE
SSEWER SHALL BE
LOCON
OFFOURTEE
BETWEENETWEEN
OUTSIDE DIAMETERS. ATED BELOW
TMEINIMUM
cc>" WATERLINE.
6.13. WHERE A SANITARY SEWER CROSSES A WATERLINE AND THE SEWER IS CONSTRUCTED OF CASTQ3
IRON, DUCTILE IRON, OR PVC WITH A MINIMUM PRESSURE RATING OF 150 PSI, AN ABSOLUTELL
MINIMUM DISTANCE OF 12 INCHES BETWEEN OUTSIDE DIAMETERS SHALL BE MAINTAINED AND
WATERLINE SHALL BE ENCASED.
6.C. WHERE A SANITARY SEWER CROSSES UNDER A WATERLINE AND THE SEWER IS CONSTRUCTED OF
ABS TRUSS PIPE, SIMILAR SEMI-RIGID PLASTIC COMPOSITE PIPE, CLAY PIPE, OR CONCRETE PIPE
WITH GASKETED JOINTS, A MINIMUM TWO FOOT SEPARATION DISTANCE SHALL BE MAINTAINED. IN
j ADDITION, THE SEWER SHALL BE LOCATED BELOW THE WATERLINE WHERE POSSIBLE AND ONE
LENGTH OF THE SEWER PIPE MUST BE CENTERED ON THE WATERLINE.
D I 6.D. WHERE A SANITARY SEWER CROSSES OVER A WATERLINE ALL PORTIONS OF THE SEWER WITHIN
NINE FEET OF THE WATERLINE SHALL BE CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC
o I Q I PIPE WITH A PRESSURE RATING OF AT LEAST 150 PSI USING APPROPRIATE ADAPTERS. IN LIEU
I g OF THIS PROCEDURE, THE NEW CONVEYANCE MAY BE ENCASED IN A JOINT OF 150 PSI PRESSURE
W j CLASS PIPE AT LEAST 18 FEET LONG AND TWO NOMINAL SIZES LARGER THAN THE NEW
2 WQ CONVEYANCE. THE SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT FIVE FEET
00 INTERVALS WITH SPACERS OR BE FILLED TO THE SPRING LINE WITH WASHED SAND. THE
Z_ ENCASEMENT PIPE SHOULD BE CENTERED ON THE CROSSING AND BOTH ENDS SEALED WITH
Z CEMENT GROUT OR MANUFACTURED SEAL.
6.E. THE SANITARY SEWER NEED NOT BE DISTURBED WHERE A NEW WATERLINE IS TO BE INSTALLEDIOPARALLELTOANEXISTINGSEWERTHATSHOWSNOEVIDENCEOFLEAKAGEANDTHEWATERLINE
cnI IS INSTALLED ABOVE THE SEWER A MINIMUM OF TWO FEET VERTICALLY AND FOUR FEET
HORIZONTALLY.
Q 6.F. THE SANITARY SEWER NEED NOT BE DISTURBED WHERE A NEW WATERLINE IS TO CROSS OVER BY
po TWO FEET OR MORE AN EXISTING SEWER SHOWING NO EVIDENCE OF LEAKAGE. SHOULD
Y O EXCAVATION FOR THE WATERLINE PRODUCE EVIDENCE THAT THE SEWER IS LEAKING, THE SEWER
U cc MUST BE REPAIRED OR REPLACED AS DESCRIBED IN SUBPARAGRAPH (6.C) OR (6.D).
Q 7. CONTRACTOR TO VERIFY ALL EXISTING SEWER FLOW LINES BEFORE BEGINNING CONSTRUCTION.
OJ 0- 00
O 8. CONTRACTOR SHALL TIE A ONE INCH WIDE PIECE OF RED PLASTIC FLAGGING TO THE END OF SEWER
m SERVICE AND SHALL LEAVE A MINIMUM OF 36 INCHES OF FLAGGING EXPOSED AFTER BACKFILL. AFTEROCVnCURBANDPAVINGISCOMPLETED, CONTRACTOR SHALL MARK THE LOCATION OF THE SEWER SERVICE ON
LLI THE CURB OR ALLEY IN ACCORDANCE WITH THE STANDARD CITY SPECIFICATIONS.
Z p 9. ALL SANITARY SEWER LINES SHALL BE TESTED IN ACCORDANCE WITH THE STANDARD CITY
u) Z SPECIFICATIONS.
D 10. THE UTILITY CONTRACTOR SHALL INSTALL THE WATER SERVICES TO A POINT TWO FEET BACK OF THE
m H CURB UNE AT A DEPTH OF 12 INCHES. THE METER BOX SHALL BE FURNISHED AND INSTALLED BY THE
n CONTRACTOR AFTER THE PAVING CONTRACTOR HAS COMPLETED THE FINE GRADING BEHIND THE BACK OF
W Z THE CURB. EACH SERVICE LOCATION SHALL BE MARKED ON THE CURB WITH A BLUE LETTER "W" BY
THE UTILITY CONTRACTOR AND TIED TO PROPERTY CORNERS ON THE "RECORD DRAWINGS."
W11. ALL METER BOXES SHALL BE LOCATED IN NON -TRAFFIC AREAS.
12. TRENCH BACKFILL MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 504.2 AND SHALL
m BE MECHANICALLY COMPACTED IN 6 -INCH LIFTS TO THE TOP OF SUBGRADE TO A MINIMUM OF 95%
STANDARD PROCTOR DENSITY IN ACCORDANCE WITH NCTCOG ITEM 504.5 UNLESS OTHERWISE SHOWN ON
STA 3+90.01 LINE "W-2" THESE PLANS OR STATED IN THE STANDARD CITY SPECIFICATIONS.
INSTALL: 13. EMBEDMENT SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 504.5 UNLESS OTHERWISE SHOWN
1-8" 45' HORIZ. BEND ON THESE PLANS OR STATED IN THE STANDARD CITY SPECIFICATIONS.
14. VALVE BOXES SHALL BE FURNISHED AND SET ON EACH GATE VALVE. AFTER THE FINAL CLEAN-UP AND
ALIGNMENT HAS BEEN COMPLETED, THE UTILITY CONTRACTOR SHALL POUR A 24"X24"X6" CONCRETE
BLOCK AROUND ALL VALVE BOX TOPS LEVEL WITH THE FINISHED GRADE.
15. CONTRACTOR SHALL RECONNECT ALL EXISTING SERVICES AND MAINTAIN EXISTING SERVICES THROUGHOUT
I CONSTRUCTION.
16. IF REQUIRED DUE TO CONSTRUCTION, POWER POLES TO BE BRACED OR RELOCATED AT CONTRACTOR'SI
PROP. DETEC OR
EXPENSE.
CHECK
I I
116+00614
STA 16+13.51 LINE -W-1-
CONNECT TO EXISTING 12" WATER ISSUED FOR PRELIMINARY PRICING PURPOSES ON
INSTALL:
1-12"x8" TAPPING SADDLE (SUBJECT TO REVISION PRIOR TO CONSTRUCTION)
1-12" VALVE
THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT 01-8" VALVE ,.,,. .,,- 1-. ... ,,, ter.., - r n, ur.r„ru rn r ,rnr nn,n, u,ru Tn I-- uA
PRELIMINARY
NOT FOR CONSTRUCTION
THIS DOCUMENT IS ISSUED FOR THE
PURPOSE OF SCHEMATIC REVIEW ONLY
AND IS NOT INTENDED FOR PERMITTING,
BIDDING, OR CONSTRUCTION PURPOSES.
PLANS PREPARED UNDER THE DIRECT
SUPERVISION DF CLAYTON J. STROLLE, P.E.
TEXAS REGISTRATION NO. 108906
DATE: 01 /21112015
I
PK FILE: 2768-14.255
1 1 1
DWG FILE: MASTER 2768-14.255UT.DWG
Q
rn
O
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e
e
e
e
e
1"
4'
BED RBA
e12+00 11+00 OFFSITE 4" FORCE MAIN
10+00
r
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G G _ G_ - -
Wt- - - - - - c
Z
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e
e
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e
1
RENCH MARK LIST
BM# 1 " E " CUT SET ON NORTH CORNER OF CONCRETE RAMP AT THE
NORTHEAST CORNER OF INTERSECTION OF BASS PRO DRIVE AND
CONCRETE DRIVE APPROXIMATELY 1,255 FEET WEST OF
CREEKVIEW DRIVE.
ELEV=537.81
BM# 2 X " CUT SET ON SOUTHWEST CORNER OF CURB INLET ON THE
NORTH SIDE OF BASS PRO DRIVE APPROXIMATELY 663 FEET
WEST OF CREEKVIEW DRIVE.
ELEV=541.21
BM# 3 " x " CUT SET ON EAST SIDE OF CONCRETE MEDIAN NOSE OF
THE EAST MEDIAN IN THE CENTERLINE OF BASS PRO DRIVE AT
ITS INTERSECTION WITH CREEKVIEW DRIVE.
ELEV=550.94
BM# 4 "X " CUT SET ON THE TOP OF CURB ON THE WEST SIDE OF
CREEKVIEW DRIVE AT THE SOUTH END OF CURB RETURN FOR
DRIVEWAY TO CHESAPEAKE GAS WELL, APPROXIMATELY 997 FEET
NORTH OF BASS PRO DRIVE.
ELEV=541.83
BM# 5 " 12 " CUT SET ON SOUTHEAST CORNER OF CURB INLET ON THE
SOUTH SIDE OF GENESIS WAY AT THE SOUTHWEST CORNER OF
ITS INTERSECTION WITH FELLOWSHIP WAY.
ELEV=535.87
BM# 6 " X " CUT SET ON THE TOP OF CURB AT THE CENTER OF CURB
INLET ON THE SOUTH SIDE OF GENESIS WAY AT THE SOUTHEAST
CORNER OF ITS INTERSECTION WITH ENCHANTED WAY.
ELEV=535.43
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FL 8' OUT (NE)=533.5±
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EM® ELECTRIC METER
PP. POWER POLE
LS LIGHT STANDARD
wMo WATER METER
FP . FLAG POLE
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GRAPHIC SCALE IN FEET
MH MANHOLE
TSC TRAFFIC SIGNAL CONTROL
TSP. TRAFFIC SIGNAL POLE
TELE TELEPHONE BOX
FLOOD LIGHT
FP . FLAG POLE
SIGN_ TRAFFIC SIGN
IRS 1/2 -INCH IRON ROD
W/"PACHECO KOCH" CAP SET
C.M.) CONTROLLING MONUMENT
PROPERTY LINE
x FENCE
OHL OVERHEAD UTILITY LINE
E UNDERGROUND ELECTRIC LINE
T UNDERGROUND TELEPHONE LINE
c UNDERGROUND CABLE LINE
6"W UNDERGROUND WATER LINE
6"SS- UNDERGROUND SANITARY SEWER LINE
WATER & SANITARY" SEWER GENERAL MOTES
1. ALL CONCRETE SHALL BE CLASS "A" (3000 PSI), UNLESS OTHERWISE NOTED.
2. ALL WATER MAINS SHALL BE PVC C900, DR 18, CLASS 235. FIRE PROTECTION SERVICES SHALL BE PVC
C900, DR 14, CLASS 305 AND INSTALLED IN ACCORDANCE WITH THE DESIGN AND SPECIFICATIONS OF
THE FIRE PROTECTION PLANS TO BE PREPARED BY A LICENSED FIRE PROTECTION CONTRACTOR.
3. WATER AND SANITARY SEWER SERVICES SHALL MEET PLUMBING CODE REQUIREMENTS.
4. ALL WATER MAINS SHALL HAVE A MINIMUM COVER OF 48 INCHES BELOW IMPROVED FINISHED GRADE,
UNLESS OTHERWISE NOTED.
5. SANITARY SEWER PIPE SHALL BE PVC SDR -35.
6. WHEN WATER MAINS AND SANITARY SEWERS ARE INSTALLED, THEY SHALL BE INSTALLED NO CLOSER TO
EACH OTHER THAN NINE FEET IN ALL DIRECTIONS AND PARALLEL LINES MUST BE INSTALLED IN
SEPARATE TRENCHES. WHERE THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE
FOLLOWING GUIDELINES SHALL APPLY:
6.A. WHERE A SANITARY SEWER PARALLELS A WATERLINE, THE SEWER SHALL BE CONSTRUCTED OF
CAST IRON, DUCTILE IRON, OR PVC MEETING ASTM SPECIFICATIONS WITH A PRESSURE RATING OF
150 PSI FOR BOTH THE PIPE AND JOINTS. THE VERTICAL SEPARATION SHALL BE A MINIMUM OF
TWO FEET BETWEEN OUTSIDE DIAMETERS AND THE HORIZONTAL SEPARATION SHALL BE A MINIMUM
OF FOUR FEET BETWEEN OUTSIDE DIAMETERS. THE SEWER SHALL BE LOCATED BELOW THE
WATERLINE.
6.6. WHERE A SANITARY SEWER CROSSES A WATERLINE AND THE SEWER IS CONSTRUCTED OF CAST
IRON, DUCTILE IRON, OR PVC WITH A MINIMUM PRESSURE RATING OF 150 PSI, AN ABSOLUTE
MINIMUM DISTANCE OF 12 INCHES BETWEEN OUTSIDE DIAMETERS SHALL BE MAINTAINED AND
WATERLINE SHALL BE ENCASED.
6.C. WHERE A SANITARY SEWER CROSSES UNDER A WATERLINE AND THE SEWER IS CONSTRUCTED OF
ABS TRUSS PIPE, SIMILAR SEMI-RIGID PLASTIC COMPOSITE PIPE, CLAY PIPE, OR CONCRETE PIPE
WITH GASKETED JOINTS, A MINIMUM TWO FOOT SEPARATION DISTANCE SHALL BE MAINTAINED. IN
ADDITION, THE SEWER SHALL BE LOCATED BELOW THE WATERLINE WHERE POSSIBLE AND ONE
LENGTH OF THE SEWER PIPE MUST BE CENTERED ON THE WATERLINE.
B.D. WHERE A SANITARY SEWER CROSSES OVER A WATERLINE ALL POR11ONS OF THE SEWER WITHIN
NINE FEET OF THE WATERLINE SHALL BE CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC
PIPE WITH A PRESSURE RATING OF AT LEAST 150 PSI USING APPROPRIATE ADAPTERS. IN LIEU
OF THIS PROCEDURE, THE NEW CONVEYANCE MAY BE ENCASED IN A JOINT OF 150 PSI PRESSURE
CLASS PIPE AT LEAST 18 FEET LONG AND TWO NOMINAL SIZES LARGER THAN THE NEW
CONVEYANCE. THE SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT FIVE FEET
INTERVALS WITH SPACERS OR BE FILLED TO THE SPRING LINE WITH WASHED SAND. THE
ENCASEMENT PIPE SHOULD BE CENTERED ON THE CROSSING AND BOTH ENDS SEALED WITH
CEMENT GROUT OR MANUFACTURED SEAL.
6.E. THE SANITARY SEWER NEED NOT BE DISTURBED WHERE A NEW WATERLINE IS TO BE INSTALLED
PARALLEL TO AN EXISTING SEWER THAT SHOWS NO EVIDENCE OF LEAKAGE AND THE WATERLINE
IS INSTALLED ABOVE THE SEWER A MINIMUM OF TWO FEET VERTICALLY AND FOUR FEET
HORIZONTALLY.
6.F. THE SANITARY SEWER NEED NOT BE DISTURBED WHERE A NEW WATERLINE IS TO CROSS OVER BY
TWO FEET OR MORE AN EXISTING SEWER SHOWING NO EVIDENCE OF LEAKAGE. SHOULD
EXCAVATION FOR THE WATERLINE PRODUCE EVIDENCE THAT THE SEWER IS LEAKING, THE SEWER
MUST BE REPAIRED OR REPLACED AS DESCRIBED IN SUBPARAGRAPH (6.C) OR (6.1)).
7. CONTRACTOR TO VERIFY ALL EXISTING SEWER FLOW LINES BEFORE BEGINNING CONSTRUCTION.
8. CONTRACTOR SHALL TIE A ONE INCH WIDE PIECE OF RED PLASTIC FLAGGING TO THE END OF SEWER
SERVICE AND SHALL LEAVE A MINIMUM OF 36 INCHES OF FLAGGING EXPOSED AFTER BACKFILL. AFTER
CURB AND PAVING IS COMPLETED, CONTRACTOR SHALL MARK THE LOCATION OF THE SEWER SERVICE ON
THE CURB OR ALLEY IN ACCORDANCE WITH THE STANDARD CITY SPECIFICATIONS.
9. ALL SANITARY SEWER LINES SHALL BE TESTED IN ACCORDANCE WITH THE STANDARD CITY
SPECIFICATIONS.
10. THE UTILITY CONTRACTOR SHALL INSTALL THE WATER SERVICES TO A POINT TWO FEET BACK OF THE
CURB LINE AT A DEPTH OF 12 INCHES. THE METER BOX SHALL BE FURNISHED AND INSTALLED BY THE
CONTRACTOR AFTER THE PAVING CONTRACTOR HAS COMPLETED THE FINE GRADING BEHIND THE BACK OF
THE CURB. EACH SERVICE LOCATION SHALL BE MARKED ON THE CURB WITH A BLUE LETTER "W" BY
THE UTILITY CONTRACTOR AND TIED TO PROPERTY CORNERS ON THE "RECORD DRAWINGS."
11. ALL METER BOXES SHALL BE LOCATED IN NON -TRAFFIC AREAS.
12. TRENCH BACKFILL MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 504.2 AND SHALL
BE MECHANICALLY COMPACTED IN 6 -INCH LIFTS TO THE TOP OF SUBGRADE TO A MINIMUM OF 95%
STANDARD PROCTOR DENSITY IN ACCORDANCE WITH NCTCOG ITEM 504.5 UNLESS OTHERWISE SHOWN ON
THESE PLANS OR STATED IN THE STANDARD CITY SPECIFICATIONS.
13. EMBEDMENT SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 504.5 UNLESS OTHERWISE SHOWN
ON THESE PLANS OR STATED IN THE STANDARD CITY SPECIFICATIONS.
14. VALVE BOXES SHALL BE FURNISHED AND SET ON EACH GATE VALVE. AFTER THE FINAL CLEAN-UP AND
ALIGNMENT HAS BEEN COMPLETED, THE UTILITY CONTRACTOR SHALL POUR A 24"X24"X6" CONCRETE
BLOCK AROUND ALL VALVE BOX TOPS LEVEL WITH THE FINISHED GRADE.
15. CONTRACTOR SHALL RECONNECT ALL EXISTING SERVICES AND MAINTAIN EXISTING SERVICES THROUGHOUT
CONSTRUCTION.
16. IF REQUIRED DUE TO CONSTRUCTION, POWER POLES TO BE BRACED OR RELOCATED AT CONTRACTOR'S
EXPENSE.
PRELIMINARY
NOT FOR CONSTRUCTION
THIS DOCUMENT IS ISSUED FOR THE
PURPOSE OF SCHEMATIC REVIEW ONLY
AND IS NOT INTENDED FOR PERMITTING,
BIDDING, OR CONSTRUCTION PURPOSES.
PLANS PREPARED UNDER THE DIRECT
SUPERVISION OF CLAYTON J. STROLLE, P.E.
TEXAS REGISTRATION NO. 108906
DATE: 01/21/2015
ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY
SUBJECT TO REVISION PRIOR TO CONSTRUCTION)
THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF
COMPLYING WITH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE NOT
BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS DATE
AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION. BY ANY
USE OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING OF THE
PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION PRIOR TO
ANY CONSTRUCTION.
PK FILE: 2768-14.255 DWG FILE: MASTER 2768-14.255UT.DWG