Blackberry Farm- PN140130 (3)U
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SCALE: 1"=50'
0 25 50 100
LEGEND
FIR
Found Iron Rod
SIR
Set Iron Rod
UP
Utility Pole
LP
Light Pole
FH
Fire Hydrant
WM
Water Meter
WV
Water Valve
SS
Sanitary Sewer
MH
Manhole
S88'46'02"E
14
FP5D.5
STA 3+90.50 UNE C
CONST:
STD. CLEANOUT
TOP RIM = 448.93---
13
FP51.0
STA 2+27.
INSTALL:
12 1-8'7!6" 7
FP51.8 1- 6" VA1
v
j�
FP51.8 U}
l P'
DIS
Ing
_
STA 6+61.52 EX. 30 -UNE I
= STA 0+00 UNE A
CONST.
SIU 4' DIA MANHOLE
TOP RIM = 448.20
BEGIN 10" PVC _
36"RCP
15
FP50.5
STA 4+24.14
E NE_ 'C-1'
AND PLK
a
3
10
FP51.3 op'
STA
\ //
r
389.30'
JP
OCK D
1
FP50.5
2
FP51.7
N89'36'19"E
4
3 FP50.
FPSo.
i
$ STA s+ 57 UNE O
= STA D+OLINE DI
CONST i
STD. 4' DIA HOLE
TOP RIM 1.7
PRIVATE DRAINAGE SYSTEM
RETAINING WALL
6
FP50.6 FP50.3 FP50.7
s
FP50.3
4' D14 MANHOLE
RIM = 501.7
2 PT
8"SS UNE 0
ti+oo
STA 3+ 50 UNE
=- UNE 'E' 4_t
9
FP51.0
16+09.62 & 1
ILL:
' 45' HORZ. BI
1317.53'
_ 10
A +80.00 CONST. FP51.0
S7D. ' DW MANHOLE
TOP RI = 501 7
CENTER OF LOT
' I
10'M1N 1 " WA TER
DOWNS EAM i fkVICE
"WTR
8 "SS
4" SEWER
NO 7E. LOCA 77ON OF SERVICE LINES LA TERAL
MAY NEED TO BE ADJUSTED TO
CLEAR OTHER UTILITY LINES AND
STORM SEWER & INLTETS
WATER & SANITARY SEWER
SERVICE DETAIL
NO SCALE
8T 8" TEE GENERAL NOTES WATER AND SANITARY SEWER
2- 80 VALVES
SS k 20 1. All materials and workmanship shall be performed in accordance with the current City of
21 FP51.6 11 Coppell Standard Construction Details and the Standard Specifications for Public Works
v
STA +80.28 FP51.1 FP50.5 Construction for North Central Texas (NCTCOG), latest edition and any special provisions
as approved by the City of Coppell.
-8'7C6" TEE
J " STA 18+20.15 2. All water lines shall be a minimum of 8 inch unplasticized polyvinyl chloride (PVC) water
1- 8" VALVE �° INSTALL- meetin the requirements for AWWA Standard C900. Embedment shall be Class D as
�y5 1- 6 VALVE m ° 5� 1-8*X6 7LEE pipe g q
• I- FH 1- 8" VALVE shown on the City of Coppell Standard Construction Details. All water services lines shall
00 N 1- s" VALVE be 1 inch (unless otherwise noted) Type K copper and Contractor shall install meter box per
PT 25 z 1s �,% I City requirements and specifications after pavement has been completed.
Q 1 X «� ''' f FP51a `�'�, 3. All sanitary sewer lines shall be a minimum of 8 inch PVC SDR -35 sewer
�o s FP51.0 C') z� G ry ( ) pipe.
Q o, a �, - x 12 Embedment shall be Class D as shown on the City of Coppell Standard Construction
°° t $ rn $ FF -P,50.4 Details. All sanitary sewer services shall be a minimum of 4 inch.
�,X 22 4. Minimum cover for water mains as follows: 8 " Main = 48", 16" Main = 60" or more to clear
26 rn FP51.5 utilities.
FP50.3 v 5. fire hydrants shall conform to the City's specifications and will be placed 3 to 6 feet from
�. STT 69.80 E D1 18 $ back of curb unless otherwise indicated on the plans or as required to clear sidewalk. Do not
CO cL�1NOt/7
TOP RIM = 450.60\FP51.2 place fire hydrants in street curb returns.
TOP RIM = 450.60 13 FP50.5 6. All water and sanitary sewer mains shall have a 10.0 feet minimum lateral separation.
STA 2+27.3 7. All sanitary sewer service laterals shall include 4 in size and located a minimum of 10 feet
INSTALL: STA 8+71.69 downstream from the water service, unless otherwise shown on the plans.
1-8'7x6" TEE °° 27 - IN
1- 8" V/11 -VE 4-880 VERT. BENDS 8. All water service lines shall be located at the centerline of the lot, unless otherwise shown
� •.a` FP50.6 � '
1- 6" VALVE a $ on the plans. Meter boxes shall conform to the City of Coppell standards and shall be placed
- FH 2X 23 in accordance with the City's standards.
f s fP51.5
17 9. At water and sanitary sewer main crossings, sewer pipe joints shall not be located closer
N FP51.5 �' TA 9+24.0
�'- than ten horizontal feet from the water main. If this condition cannot be adhered to, the
STA 3+86.49 CONST. ° j p type. (100 p.s.i. min.)
•mow%' TA 9+59.39 2X 0 4' DIA MANHOLE /NST sewer Dints shall be pressure
• t- 8" 45• BEND 10. In the event an stern is not covered in the Ci of Coppell Specifications, a City Engineer's
I TO RIM =449.70 City pp p #h
2-8 ' NORZ. BENDS a
14
S10
TA 19 3. �l . neral crossing locations for storm drain pipes are shown and denoted hereon. The
V-`"'"`..----....,,,,� NSTALL• S FP51� 7 � � p p
�/ Ax PROPOSED /
1- 8' .- corractor shaft be responsible for locating the storm drain crossing from the plan
_ informtion provided hereon and elsewhere in the plans. WATER CROSSING ° STA 12.72;04 NE fl p p a s. The vertical clearances between
X° STA 01.57
water, sanitary sewer and storm drain pipe lines shown on the plans shall be adhered to.
° A7ER
LINE S7V. CLEANOUT 12. All excess suitable trench material shall be spread on the property and compacted in
Y of 4 TOP RIM =445.00
24 N maximum eight inch loose lifts to a minimum of 95 percent of the maximum Standard
16
Proctor Density, ASTM D-698 at 0% to 4% above optimum moisture at locations to be
PRop 100Yr000 FP5o.7 determined by the Engineer.
FLOODPLAIN , '
- 10113. Contractor shall maintain traffic flow throughout construction on existing public streets and, if
/ P sAly 1c".-15 needed, shall submit a detour Ian to the Ci of Coppell for approval i
tAt � '� FP5o.7 P City pp app o al prior to start of
�4 $ ,.�, N yip v ? f const tion. Contractor to provide a traffic control plan consistent with the T.M.U.T.C.D. 48
0 -gr �x !y Q bows prior tostart of work.
P 8+57.00 "x 14_ Contractor shall obtain all necessary permits and approvals for his work before
H copy project •
beginning construction, and shall maintain a co of these at the ro'ect site.
23 BLACK D
15. Contractor shall coordinate with testing laboratory to be provided by Owner.
j` STA 1+70. CONST: 00> 16. In preparation of the plans and specifications, the engineer h n
� PSo.o 4. Ow � I�' p p p g has endeavored t0 indicate the
location of existing underground utilities. It is not guaranteed that all major lines, structures
TOP RIM 448. or services have been shown or are accurate on the plans. At least 72 hours prior to
22 �- beginning of construction, the Contractor shall contact all utility companies for verification of
f
4+24.14 UNE 'C' FP51.1 �
J ' ' existence and location of utility lines and shall expose existing water and wastewater lines to
INSTALL:
o° 1-8'718" TEE STA 0+89.36 21 �� r�9�Ar 17. �e Contractor to
protect all
o' laying pipe.
^ 8" VALVES INSTALL: FP51.1 s of p t a structures, pipelines, walks, drives, trees, shrubbery, lawns
1-8'7►'6"TEE "'-----
„ c� and other improvements during the progress of the work and shall remove from the project
EGIN E2EME and dispose of all debris and unused materials.
1- 6" V VE STA 5+15.70 UNE A 20 �a,�, Bei• $
1- FH - TA 0+00 UNE D FP51.6 ,�- �'� N PIPE 18. The Contractor shall be responsible for complying with state laws and federal regulations
sin o Hoy �'�c, relating to trench safety. The Contractor shall furnish to the Owner an acceptable trench
safety plan signed and sealed by a Professional Engineer qualified to do such work and
0 2X� TOP RIM = 500. ��� registered in the State of Texas.
SS UNE A ' 19
TOP OF BANK
6+64.6 - 1
ALL CONSTRUCTION IN PUBLIC RIGHT-OF-WAY
BENDS PROPOSED AND EASEMENT SHALL CONFORM TO
' WATER CROSSING CITY OF COPPELL STANDARD CONSTRUCTION
S Q ° BY OTHER THAN DETAILS (SEE GENERAL NOTES).
OPEN CUT
0
CURVE DATA
DELTA
NUM
DELTA
ARC
RADIUS
C1
43'40'55"
9
555.00'
FP51.1
26'07'18"
STA 20+05.4
345.23'
INSTALL:
31'31'45"
4-8" 45 VERT. 8 D
376.44'
1 00
26'20'11"
10"SS UNE A
--
STA 1+64.5 UNE A�
2
152.89'
STA 0+00 UNE B
C6
11'56'27"
89.61'
AND UNE C
CONST.
C7
111
266.57'
STD. 4' OIA MANHOLE
C8
00
272.17'
TOP RIM = 501.7
C9
86'16'51"
s
183.00'
FP51.8
41'44'32"
BLOCK A
Q
STA
\ //
r
389.30'
JP
OCK D
1
FP50.5
2
FP51.7
N89'36'19"E
4
3 FP50.
FPSo.
i
$ STA s+ 57 UNE O
= STA D+OLINE DI
CONST i
STD. 4' DIA HOLE
TOP RIM 1.7
PRIVATE DRAINAGE SYSTEM
RETAINING WALL
6
FP50.6 FP50.3 FP50.7
s
FP50.3
4' D14 MANHOLE
RIM = 501.7
2 PT
8"SS UNE 0
ti+oo
STA 3+ 50 UNE
=- UNE 'E' 4_t
9
FP51.0
16+09.62 & 1
ILL:
' 45' HORZ. BI
1317.53'
_ 10
A +80.00 CONST. FP51.0
S7D. ' DW MANHOLE
TOP RI = 501 7
CENTER OF LOT
' I
10'M1N 1 " WA TER
DOWNS EAM i fkVICE
"WTR
8 "SS
4" SEWER
NO 7E. LOCA 77ON OF SERVICE LINES LA TERAL
MAY NEED TO BE ADJUSTED TO
CLEAR OTHER UTILITY LINES AND
STORM SEWER & INLTETS
WATER & SANITARY SEWER
SERVICE DETAIL
NO SCALE
8T 8" TEE GENERAL NOTES WATER AND SANITARY SEWER
2- 80 VALVES
SS k 20 1. All materials and workmanship shall be performed in accordance with the current City of
21 FP51.6 11 Coppell Standard Construction Details and the Standard Specifications for Public Works
v
STA +80.28 FP51.1 FP50.5 Construction for North Central Texas (NCTCOG), latest edition and any special provisions
as approved by the City of Coppell.
-8'7C6" TEE
J " STA 18+20.15 2. All water lines shall be a minimum of 8 inch unplasticized polyvinyl chloride (PVC) water
1- 8" VALVE �° INSTALL- meetin the requirements for AWWA Standard C900. Embedment shall be Class D as
�y5 1- 6 VALVE m ° 5� 1-8*X6 7LEE pipe g q
• I- FH 1- 8" VALVE shown on the City of Coppell Standard Construction Details. All water services lines shall
00 N 1- s" VALVE be 1 inch (unless otherwise noted) Type K copper and Contractor shall install meter box per
PT 25 z 1s �,% I City requirements and specifications after pavement has been completed.
Q 1 X «� ''' f FP51a `�'�, 3. All sanitary sewer lines shall be a minimum of 8 inch PVC SDR -35 sewer
�o s FP51.0 C') z� G ry ( ) pipe.
Q o, a �, - x 12 Embedment shall be Class D as shown on the City of Coppell Standard Construction
°° t $ rn $ FF -P,50.4 Details. All sanitary sewer services shall be a minimum of 4 inch.
�,X 22 4. Minimum cover for water mains as follows: 8 " Main = 48", 16" Main = 60" or more to clear
26 rn FP51.5 utilities.
FP50.3 v 5. fire hydrants shall conform to the City's specifications and will be placed 3 to 6 feet from
�. STT 69.80 E D1 18 $ back of curb unless otherwise indicated on the plans or as required to clear sidewalk. Do not
CO cL�1NOt/7
TOP RIM = 450.60\FP51.2 place fire hydrants in street curb returns.
TOP RIM = 450.60 13 FP50.5 6. All water and sanitary sewer mains shall have a 10.0 feet minimum lateral separation.
STA 2+27.3 7. All sanitary sewer service laterals shall include 4 in size and located a minimum of 10 feet
INSTALL: STA 8+71.69 downstream from the water service, unless otherwise shown on the plans.
1-8'7x6" TEE °° 27 - IN
1- 8" V/11 -VE 4-880 VERT. BENDS 8. All water service lines shall be located at the centerline of the lot, unless otherwise shown
� •.a` FP50.6 � '
1- 6" VALVE a $ on the plans. Meter boxes shall conform to the City of Coppell standards and shall be placed
- FH 2X 23 in accordance with the City's standards.
f s fP51.5
17 9. At water and sanitary sewer main crossings, sewer pipe joints shall not be located closer
N FP51.5 �' TA 9+24.0
�'- than ten horizontal feet from the water main. If this condition cannot be adhered to, the
STA 3+86.49 CONST. ° j p type. (100 p.s.i. min.)
•mow%' TA 9+59.39 2X 0 4' DIA MANHOLE /NST sewer Dints shall be pressure
• t- 8" 45• BEND 10. In the event an stern is not covered in the Ci of Coppell Specifications, a City Engineer's
I TO RIM =449.70 City pp p #h
2-8 ' NORZ. BENDS a
14
S10
TA 19 3. �l . neral crossing locations for storm drain pipes are shown and denoted hereon. The
V-`"'"`..----....,,,,� NSTALL• S FP51� 7 � � p p
�/ Ax PROPOSED /
1- 8' .- corractor shaft be responsible for locating the storm drain crossing from the plan
_ informtion provided hereon and elsewhere in the plans. WATER CROSSING ° STA 12.72;04 NE fl p p a s. The vertical clearances between
X° STA 01.57
water, sanitary sewer and storm drain pipe lines shown on the plans shall be adhered to.
° A7ER
LINE S7V. CLEANOUT 12. All excess suitable trench material shall be spread on the property and compacted in
Y of 4 TOP RIM =445.00
24 N maximum eight inch loose lifts to a minimum of 95 percent of the maximum Standard
16
Proctor Density, ASTM D-698 at 0% to 4% above optimum moisture at locations to be
PRop 100Yr000 FP5o.7 determined by the Engineer.
FLOODPLAIN , '
- 10113. Contractor shall maintain traffic flow throughout construction on existing public streets and, if
/ P sAly 1c".-15 needed, shall submit a detour Ian to the Ci of Coppell for approval i
tAt � '� FP5o.7 P City pp app o al prior to start of
�4 $ ,.�, N yip v ? f const tion. Contractor to provide a traffic control plan consistent with the T.M.U.T.C.D. 48
0 -gr �x !y Q bows prior tostart of work.
P 8+57.00 "x 14_ Contractor shall obtain all necessary permits and approvals for his work before
H copy project •
beginning construction, and shall maintain a co of these at the ro'ect site.
23 BLACK D
15. Contractor shall coordinate with testing laboratory to be provided by Owner.
j` STA 1+70. CONST: 00> 16. In preparation of the plans and specifications, the engineer h n
� PSo.o 4. Ow � I�' p p p g has endeavored t0 indicate the
location of existing underground utilities. It is not guaranteed that all major lines, structures
TOP RIM 448. or services have been shown or are accurate on the plans. At least 72 hours prior to
22 �- beginning of construction, the Contractor shall contact all utility companies for verification of
f
4+24.14 UNE 'C' FP51.1 �
J ' ' existence and location of utility lines and shall expose existing water and wastewater lines to
INSTALL:
o° 1-8'718" TEE STA 0+89.36 21 �� r�9�Ar 17. �e Contractor to
protect all
o' laying pipe.
^ 8" VALVES INSTALL: FP51.1 s of p t a structures, pipelines, walks, drives, trees, shrubbery, lawns
1-8'7►'6"TEE "'-----
„ c� and other improvements during the progress of the work and shall remove from the project
EGIN E2EME and dispose of all debris and unused materials.
1- 6" V VE STA 5+15.70 UNE A 20 �a,�, Bei• $
1- FH - TA 0+00 UNE D FP51.6 ,�- �'� N PIPE 18. The Contractor shall be responsible for complying with state laws and federal regulations
sin o Hoy �'�c, relating to trench safety. The Contractor shall furnish to the Owner an acceptable trench
safety plan signed and sealed by a Professional Engineer qualified to do such work and
0 2X� TOP RIM = 500. ��� registered in the State of Texas.
SS UNE A ' 19
TOP OF BANK
6+64.6 - 1
ALL CONSTRUCTION IN PUBLIC RIGHT-OF-WAY
BENDS PROPOSED AND EASEMENT SHALL CONFORM TO
' WATER CROSSING CITY OF COPPELL STANDARD CONSTRUCTION
S Q ° BY OTHER THAN DETAILS (SEE GENERAL NOTES).
OPEN CUT
WATER
CURVE DATA
DELTA
NUM
DELTA
ARC
RADIUS
C1
43'40'55"
423.13'
555.00'
C2
26'07'18"
157.39'
345.23'
C3
31'31'45"
207..15'
376.44'
C4
26'20'11"
105.72'
230.00'
C5
35'35'31"
152.89'
246.12'
C6
11'56'27"
89.61'
430.00'
C7
4617'01"
266.57'
330.00'
C8
27'21'31
272.17'
570.00'
C9
86'16'51"
275.58'
183.00'
C10
41'44'32"
305.99'
420.00'
C11
41'10'14"
398.80'
555.00'
STA
\ //
r
389.30'
JP
OCK D
1
FP50.5
2
FP51.7
N89'36'19"E
4
3 FP50.
FPSo.
i
$ STA s+ 57 UNE O
= STA D+OLINE DI
CONST i
STD. 4' DIA HOLE
TOP RIM 1.7
PRIVATE DRAINAGE SYSTEM
RETAINING WALL
6
FP50.6 FP50.3 FP50.7
s
FP50.3
4' D14 MANHOLE
RIM = 501.7
2 PT
8"SS UNE 0
ti+oo
STA 3+ 50 UNE
=- UNE 'E' 4_t
9
FP51.0
16+09.62 & 1
ILL:
' 45' HORZ. BI
1317.53'
_ 10
A +80.00 CONST. FP51.0
S7D. ' DW MANHOLE
TOP RI = 501 7
CENTER OF LOT
' I
10'M1N 1 " WA TER
DOWNS EAM i fkVICE
"WTR
8 "SS
4" SEWER
NO 7E. LOCA 77ON OF SERVICE LINES LA TERAL
MAY NEED TO BE ADJUSTED TO
CLEAR OTHER UTILITY LINES AND
STORM SEWER & INLTETS
WATER & SANITARY SEWER
SERVICE DETAIL
NO SCALE
8T 8" TEE GENERAL NOTES WATER AND SANITARY SEWER
2- 80 VALVES
SS k 20 1. All materials and workmanship shall be performed in accordance with the current City of
21 FP51.6 11 Coppell Standard Construction Details and the Standard Specifications for Public Works
v
STA +80.28 FP51.1 FP50.5 Construction for North Central Texas (NCTCOG), latest edition and any special provisions
as approved by the City of Coppell.
-8'7C6" TEE
J " STA 18+20.15 2. All water lines shall be a minimum of 8 inch unplasticized polyvinyl chloride (PVC) water
1- 8" VALVE �° INSTALL- meetin the requirements for AWWA Standard C900. Embedment shall be Class D as
�y5 1- 6 VALVE m ° 5� 1-8*X6 7LEE pipe g q
• I- FH 1- 8" VALVE shown on the City of Coppell Standard Construction Details. All water services lines shall
00 N 1- s" VALVE be 1 inch (unless otherwise noted) Type K copper and Contractor shall install meter box per
PT 25 z 1s �,% I City requirements and specifications after pavement has been completed.
Q 1 X «� ''' f FP51a `�'�, 3. All sanitary sewer lines shall be a minimum of 8 inch PVC SDR -35 sewer
�o s FP51.0 C') z� G ry ( ) pipe.
Q o, a �, - x 12 Embedment shall be Class D as shown on the City of Coppell Standard Construction
°° t $ rn $ FF -P,50.4 Details. All sanitary sewer services shall be a minimum of 4 inch.
�,X 22 4. Minimum cover for water mains as follows: 8 " Main = 48", 16" Main = 60" or more to clear
26 rn FP51.5 utilities.
FP50.3 v 5. fire hydrants shall conform to the City's specifications and will be placed 3 to 6 feet from
�. STT 69.80 E D1 18 $ back of curb unless otherwise indicated on the plans or as required to clear sidewalk. Do not
CO cL�1NOt/7
TOP RIM = 450.60\FP51.2 place fire hydrants in street curb returns.
TOP RIM = 450.60 13 FP50.5 6. All water and sanitary sewer mains shall have a 10.0 feet minimum lateral separation.
STA 2+27.3 7. All sanitary sewer service laterals shall include 4 in size and located a minimum of 10 feet
INSTALL: STA 8+71.69 downstream from the water service, unless otherwise shown on the plans.
1-8'7x6" TEE °° 27 - IN
1- 8" V/11 -VE 4-880 VERT. BENDS 8. All water service lines shall be located at the centerline of the lot, unless otherwise shown
� •.a` FP50.6 � '
1- 6" VALVE a $ on the plans. Meter boxes shall conform to the City of Coppell standards and shall be placed
- FH 2X 23 in accordance with the City's standards.
f s fP51.5
17 9. At water and sanitary sewer main crossings, sewer pipe joints shall not be located closer
N FP51.5 �' TA 9+24.0
�'- than ten horizontal feet from the water main. If this condition cannot be adhered to, the
STA 3+86.49 CONST. ° j p type. (100 p.s.i. min.)
•mow%' TA 9+59.39 2X 0 4' DIA MANHOLE /NST sewer Dints shall be pressure
• t- 8" 45• BEND 10. In the event an stern is not covered in the Ci of Coppell Specifications, a City Engineer's
I TO RIM =449.70 City pp p #h
2-8 ' NORZ. BENDS a
14
S10
TA 19 3. �l . neral crossing locations for storm drain pipes are shown and denoted hereon. The
V-`"'"`..----....,,,,� NSTALL• S FP51� 7 � � p p
�/ Ax PROPOSED /
1- 8' .- corractor shaft be responsible for locating the storm drain crossing from the plan
_ informtion provided hereon and elsewhere in the plans. WATER CROSSING ° STA 12.72;04 NE fl p p a s. The vertical clearances between
X° STA 01.57
water, sanitary sewer and storm drain pipe lines shown on the plans shall be adhered to.
° A7ER
LINE S7V. CLEANOUT 12. All excess suitable trench material shall be spread on the property and compacted in
Y of 4 TOP RIM =445.00
24 N maximum eight inch loose lifts to a minimum of 95 percent of the maximum Standard
16
Proctor Density, ASTM D-698 at 0% to 4% above optimum moisture at locations to be
PRop 100Yr000 FP5o.7 determined by the Engineer.
FLOODPLAIN , '
- 10113. Contractor shall maintain traffic flow throughout construction on existing public streets and, if
/ P sAly 1c".-15 needed, shall submit a detour Ian to the Ci of Coppell for approval i
tAt � '� FP5o.7 P City pp app o al prior to start of
�4 $ ,.�, N yip v ? f const tion. Contractor to provide a traffic control plan consistent with the T.M.U.T.C.D. 48
0 -gr �x !y Q bows prior tostart of work.
P 8+57.00 "x 14_ Contractor shall obtain all necessary permits and approvals for his work before
H copy project •
beginning construction, and shall maintain a co of these at the ro'ect site.
23 BLACK D
15. Contractor shall coordinate with testing laboratory to be provided by Owner.
j` STA 1+70. CONST: 00> 16. In preparation of the plans and specifications, the engineer h n
� PSo.o 4. Ow � I�' p p p g has endeavored t0 indicate the
location of existing underground utilities. It is not guaranteed that all major lines, structures
TOP RIM 448. or services have been shown or are accurate on the plans. At least 72 hours prior to
22 �- beginning of construction, the Contractor shall contact all utility companies for verification of
f
4+24.14 UNE 'C' FP51.1 �
J ' ' existence and location of utility lines and shall expose existing water and wastewater lines to
INSTALL:
o° 1-8'718" TEE STA 0+89.36 21 �� r�9�Ar 17. �e Contractor to
protect all
o' laying pipe.
^ 8" VALVES INSTALL: FP51.1 s of p t a structures, pipelines, walks, drives, trees, shrubbery, lawns
1-8'7►'6"TEE "'-----
„ c� and other improvements during the progress of the work and shall remove from the project
EGIN E2EME and dispose of all debris and unused materials.
1- 6" V VE STA 5+15.70 UNE A 20 �a,�, Bei• $
1- FH - TA 0+00 UNE D FP51.6 ,�- �'� N PIPE 18. The Contractor shall be responsible for complying with state laws and federal regulations
sin o Hoy �'�c, relating to trench safety. The Contractor shall furnish to the Owner an acceptable trench
safety plan signed and sealed by a Professional Engineer qualified to do such work and
0 2X� TOP RIM = 500. ��� registered in the State of Texas.
SS UNE A ' 19
TOP OF BANK
6+64.6 - 1
ALL CONSTRUCTION IN PUBLIC RIGHT-OF-WAY
BENDS PROPOSED AND EASEMENT SHALL CONFORM TO
' WATER CROSSING CITY OF COPPELL STANDARD CONSTRUCTION
S Q ° BY OTHER THAN DETAILS (SEE GENERAL NOTES).
OPEN CUT
PEP. 29-
THIS DOCUMENT IS RELEASED FOR
INTERIM REVIEW UNDER AUTHORITY
OF L. Lynn "Kadleck, P.E. 47258
Date: December 31, 2013
PREPARED BY
KADLECK & ASSOCIATES
ENGINEERING PLANNING SURVEYING
2000 N. CENTRAL EXPY. SUITE 113
(972) 881-0771 PLANO, TX 75074
TBPE Reg. No. F-646€ /T8PLS Reg. No. 100555-00
WA TER & SANITARY SEWER PLAN
SANITARY SEWER CURVE DATA
NUM
DELTA
ARC
RADIUS
C1
23'42'42"
206.92'
500.00'
C2
30'58'20"
175.81'
325.23'
C3
31'28'34"
195.82'
356.44'
C4
19'32'45"
196.15'
575.00'
C5
21'37'29"
217.02'
575.00'
C6
13'38'17"
95.21'
400.00'
C7
25'50'41"
157.88'
350.00'
C8
29'03'08"
177.47'
350.00'
C9
11'27'51
80.03'
400.00'
C10
24'10'38"
232.08'
550.00'
C11
25'02'14"
152.94'
350.00'
112
21'14'46"
129.79'
350.00'
C13
30'41'44"
187.51'
350.00'
PEP. 29-
THIS DOCUMENT IS RELEASED FOR
INTERIM REVIEW UNDER AUTHORITY
OF L. Lynn "Kadleck, P.E. 47258
Date: December 31, 2013
PREPARED BY
KADLECK & ASSOCIATES
ENGINEERING PLANNING SURVEYING
2000 N. CENTRAL EXPY. SUITE 113
(972) 881-0771 PLANO, TX 75074
TBPE Reg. No. F-646€ /T8PLS Reg. No. 100555-00
WA TER & SANITARY SEWER PLAN
6LAOKBERRY FARM ADDITION
BLOCKS A, B, C & D
COPPELL DALLAS COUNTY TEXAS
DEVELOPER: BLACKBERRY FARM, LLC
DESIGN
DRAWN
DATE
SCALE
NOTES
PROJECT
K&A
K&A
DEC. 13
1"_-50'
# 10542