HIDDEN VALLEY1 0 _\41
3+80 q Pay. Sta.
1-14' Std, Inlat"
•0 80 120
..............
S134-LE IN FEET
0-07 Pay. Sic.
1-14' Std. Inlet
TC 508.37
FL 504.37
0 CE Pay. Sta. js ''d�N
1-14' Std. Inlet ,6
TC 508.52
E 504.52
10+29.96 END 18* RCP
AT INSIDE WALL OF INLET
10+00 "A"-PIPE SIZE CHANGE
END 21 RCP, BEGIN 18" RCP
CW-07 "h",1R" RrP In
END 30 RCP, BEGIN 27 RCP
FIRST BAP
PHILLIPS ADDITION CHURCH OF COPPELL
LOT 1, BLOCK A
6+28.08 '*A"-18'
Const, Type "B'
Sewer Manhole
PHILLIPS ADDITION
LOT 1, BLOCK B
40 2. All storm sewer pipe shall be Class III R.C.P., ATM C76,
unless otherwise shown.
111111 3 All ditches shall be tamped and compacted to 95% Standard
_0+07 C Pay. Sta,
1-14' Std. Inlet
TC 508-08 ok j '�\
E 504.08
6+76 P 4 z+m czwr \Qtn
V7 Z 1_14' Std. Inlet
TC 499.17
Ap E. 494.17
,4 7+77.70 "A 0+00 LAT "A-4"
6.7 CV 1 8 by 3t - 60* Const 30 x 27 Wye
it
8+67 Stm. Swr. Sta. 4 0+75.14 LAT *A
1-14! Std. Inlet Connect To Exist.
TC 27* RCP
504.10 2
7+80 "A"-PIPE SIZE CHANGE Construct top of
500.10 n
7+00
11 47, C Pay. Sta.
1 10' Sid. Inlet
9
9 1+70 "A Const.
a 4.25
490.25 Type "B" Headwall
W1 velocity 6
dissipaters
• bRAINAGf;-&-
3+01 "A-rl SIZE CHANCE
END 39" RCP, BEGIN 36" RCP 2+76.23 "A ,, !eASEY
\ 1�,,
ZU
45* BEND
-'7777
2+16.27
"A
45* BEND 10 Note
ROCK RIP RAP Use 4' Joints with beveled
18" DEEP
2+00 "A" ^< Pipe Size ends, when radius of pipe
Change End 54 RCP; NORTH LAKE WOODLANDS is less than 100'.
Beg. 39" RCP FIFTH SECTION
4+00 3+00 2+00 1+00 0+00 1+00
$1
WE
Z
9
(0 Proctor Density outside of pavement limits. Ditches under
pavement shall be compacted to 95% Standard Proctor
X Density.
4. See water and sanitary sewer plan for additional information
related to drainage and other utilifly construction,
5. Sheets SD 8-14, 19, 20, 22 and 28 for drainage details.
'A 4 CAY 6. Contractor shall be responsible for maintaining trench safety
`a ,a te 10+45 Pay. Sta. 7 requirements, in accordance with Trench Safety Plan prepared
2-10' Std. Inlets It o i by others and in accordance with City Standards, Texas
TC 492.36 State Low, and O.S.H.A. Standards.
E 488.36 7. The location of existing utilities indicated on these plans are
2+98 "A"= Q+ I INE I" taken from public records. The exact location and elevation
onst 39" x 24" 60' Wye - S 0 of all public utilities shall be determined by the Contractor
to ascertain whether any additional facilities other than those
shown in these plans may be present.
A ,-
. 8. All concrete used for construction of storm sewer manholes
and inlets shall be 3,000 PSI concrete at 28 days.
0+fi7 End 24" RCP 9. Contractor to use Gifford-Hill "B-2" or equal for all
X horizontal and vertical curves.
10. All curb inlets to be formed inside/outside per City
Ay + 5, All requirements.
9 11. Use pre-fab Wyes at pipe intersections and concrete collar
at pipe size changes.
A l
is
0
Z
0:
111
I N
•
N
WIN
!Iul
4
0
4- N_
< X
C)
n 0
5
H 01,
SDC CITY CO M ME N TS �m vinge Ltea unve, mte 2uu Fiano, texas /)ujj ti/4
MARKS
WESTERLY EDGE OF CONCRETE DRIVE APPROXIMATELY THESE CONSTRUCTION PLANS WERE PREPARED 1 4-9-04 MENTS
T ON THE NORTH SIDE OF 'X' CUT IN THE MOST WESTE of * 11
INUM MARKER SET IN THE CENTER OF AN INLET RESPONSIBLE SUPERVISION OF SCOTT
235! (FEET) SOUTH OF THE INTERSECTION OF HIDDEN VALLEY DRIVE AND UNDER THE 10 ................. ........ ...... 2 9-17-04 SDC RELOCATED LINE A FROM PAV CL TO RIGHT CURB
EL SCHOOL ROAD, APPROXIMATELY 104� (FEET) WEST OF HUNTERS RIDGE SANDY OAK LANE AND APPROXIMATELY 65 EAST OF THE INTERSECTION OF D. CARUTHERS, LICENSED PROFESSIONAL ENGINEER a SCOTT D. CARUTHERS o JOB SHEET
01 .... ............ I .... _ ...... of 3 10-6-04 SDC EXTENDED LINE B DESIGN DRAWN CHECKED T DATE SCALE---
NO� 86866 86886 -
HIDDEN VALLEY DRIVE AND SANDY OAK LANE 1: 11 =4 1
NTION = 511.1s ELEVATION = 503.91' 1 0 SDC LAC SDC IAN_ 2004 03042
ADDIT III APPROXIMAT ....... 4�
Y [INAL.
,UT IN CONCRETE DRIVE OF LOT i, PHILLIPS ADDI LqAl 0
3OUTH OF THE NORTHEAST PROPERTY CORNER OF SUBJECT PROPERTY PLATE NO.: 6
AMON - 50530'
GENERAL NOTES - DRAINAGE
E 494�2 c a p ` 11 (0 �1. All material and construction shall conform to the City of
Coppell Standards and Specifications unless otherwise noted
'P\ or approved by City.
'.P In
STORM q CURVE
TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C-1
89*15'35"
147.50'
229.79'
145.61'
C-2
23*42'31"
225.00'
93.10'
47.23'
C-3
4.5'50`21
70.00'
56,00'
45.46'
C-4
39*29'36'
70.00'
4&25'
25-13'
7+00
11 47, C Pay. Sta.
1 10' Sid. Inlet
9
9 1+70 "A Const.
a 4.25
490.25 Type "B" Headwall
W1 velocity 6
dissipaters
• bRAINAGf;-&-
3+01 "A-rl SIZE CHANCE
END 39" RCP, BEGIN 36" RCP 2+76.23 "A ,, !eASEY
\ 1�,,
ZU
45* BEND
-'7777
2+16.27
"A
45* BEND 10 Note
ROCK RIP RAP Use 4' Joints with beveled
18" DEEP
2+00 "A" ^< Pipe Size ends, when radius of pipe
Change End 54 RCP; NORTH LAKE WOODLANDS is less than 100'.
Beg. 39" RCP FIFTH SECTION
4+00 3+00 2+00 1+00 0+00 1+00
$1
WE
Z
9
(0 Proctor Density outside of pavement limits. Ditches under
pavement shall be compacted to 95% Standard Proctor
X Density.
4. See water and sanitary sewer plan for additional information
related to drainage and other utilifly construction,
5. Sheets SD 8-14, 19, 20, 22 and 28 for drainage details.
'A 4 CAY 6. Contractor shall be responsible for maintaining trench safety
`a ,a te 10+45 Pay. Sta. 7 requirements, in accordance with Trench Safety Plan prepared
2-10' Std. Inlets It o i by others and in accordance with City Standards, Texas
TC 492.36 State Low, and O.S.H.A. Standards.
E 488.36 7. The location of existing utilities indicated on these plans are
2+98 "A"= Q+ I INE I" taken from public records. The exact location and elevation
onst 39" x 24" 60' Wye - S 0 of all public utilities shall be determined by the Contractor
to ascertain whether any additional facilities other than those
shown in these plans may be present.
A ,-
. 8. All concrete used for construction of storm sewer manholes
and inlets shall be 3,000 PSI concrete at 28 days.
0+fi7 End 24" RCP 9. Contractor to use Gifford-Hill "B-2" or equal for all
X horizontal and vertical curves.
10. All curb inlets to be formed inside/outside per City
Ay + 5, All requirements.
9 11. Use pre-fab Wyes at pipe intersections and concrete collar
at pipe size changes.
A l
is
0
Z
0:
111
I N
•
N
WIN
!Iul
4
0
4- N_
< X
C)
n 0
5
H 01,
SDC CITY CO M ME N TS �m vinge Ltea unve, mte 2uu Fiano, texas /)ujj ti/4
MARKS
WESTERLY EDGE OF CONCRETE DRIVE APPROXIMATELY THESE CONSTRUCTION PLANS WERE PREPARED 1 4-9-04 MENTS
T ON THE NORTH SIDE OF 'X' CUT IN THE MOST WESTE of * 11
INUM MARKER SET IN THE CENTER OF AN INLET RESPONSIBLE SUPERVISION OF SCOTT
235! (FEET) SOUTH OF THE INTERSECTION OF HIDDEN VALLEY DRIVE AND UNDER THE 10 ................. ........ ...... 2 9-17-04 SDC RELOCATED LINE A FROM PAV CL TO RIGHT CURB
EL SCHOOL ROAD, APPROXIMATELY 104� (FEET) WEST OF HUNTERS RIDGE SANDY OAK LANE AND APPROXIMATELY 65 EAST OF THE INTERSECTION OF D. CARUTHERS, LICENSED PROFESSIONAL ENGINEER a SCOTT D. CARUTHERS o JOB SHEET
01 .... ............ I .... _ ...... of 3 10-6-04 SDC EXTENDED LINE B DESIGN DRAWN CHECKED T DATE SCALE---
NO� 86866 86886 -
HIDDEN VALLEY DRIVE AND SANDY OAK LANE 1: 11 =4 1
NTION = 511.1s ELEVATION = 503.91' 1 0 SDC LAC SDC IAN_ 2004 03042
ADDIT III APPROXIMAT ....... 4�
Y [INAL.
,UT IN CONCRETE DRIVE OF LOT i, PHILLIPS ADDI LqAl 0
3OUTH OF THE NORTHEAST PROPERTY CORNER OF SUBJECT PROPERTY PLATE NO.: 6
AMON - 50530'
GENERAL NOTES - DRAINAGE
E 494�2 c a p ` 11 (0 �1. All material and construction shall conform to the City of
Coppell Standards and Specifications unless otherwise noted
'P\ or approved by City.
'.P In