HomeMy WebLinkAboutWater line plans4" PVC PR VATE
SANITARY EEWER LINE
SEE SHEET' C1.3
SEE SHEET C1.3 FOR DETAILS
T
M
& INSET OF WATER aMETER
(TYPICAL) L)
BANKS (TYPICAL)
Al
SE,
SHEET INSET
77
M m m m m m m
API�ROXIMAT LOCATION 3- PVC (SDR -21, D2241, r
OF XISTING 6" PVC CL 200) WATER LINE W2"
WATER LINE
STA 0+28.70: WATER LINE "Wl"
1 - 1" IRRIGATION METER
(METER BY CoCS)
1 - 1j" SERVICE SADDLE _j 15' P.U.E.T
15' P.U.E.
0 1 00
S 44'13'44" E 1+00
8" PVC (C909, CL 200)
WATER LINE "Wl"
STA 0+51.00: WATER LINE W2"
1 Y(MJ) PLUG
M—�m __ M __ M M
I Ilk, I \-l" PVC WATER
SERVICE LINE
SEE SHEET C1.3
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STA 1+52.50: WATER
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1 PVC WATER
F-
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STA 0+00.00: WATER LINE "'N2"
>
S 44'13'44" E 1+00
8" PVC (C909, CL 200)
WATER LINE "Wl"
STA 0+51.00: WATER LINE W2"
1 Y(MJ) PLUG
M—�m __ M __ M M
I Ilk, I \-l" PVC WATER
SERVICE LINE
SEE SHEET C1.3
a
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4\
STA 1+52.50: WATER
LINE "Wl"
1- 8"x6" (MJ) REDUCER
1 - 6"x6" (MJ)
rEE
6"
2 - 6" (MJ) GATE
VALVE & BOX
1 - STANDARD FIRE
HYDRANT
8"
ASSEMBLY
STA 0+00.00: WATER LINE "Wl"
1 - 6" (MJ) PLL
G
6
10 L.F. OF 6" PVC
(C909, CL 200)
1 WATER LINE
I I
6 I6" PVC PRIVATE
SANITARY SEWER INE
SEE SHEET C1.3 I
WATER UNE NOTES (PUBLIC & PRIVATE):
1. ALL DOMESTIC WATER LINE PIPE SHALL BE CONSTRUCTED OUT OF PVC (SCH
40). PUBLIC OR FIRE WATER LINE PIPE SHALL BE CONSTRUCTED OUT OF C909
(CLASS 200) MATERIAL. THE PUBLIC 3" WATER LINE SHALL BE CONSTRUCTED OF
SDR -21, D2241 (CLASS 200) MATERIAL.
2. THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT EXCEPT AS NOTED ON
THE DRAWINGS. CONTRACTOR TO DETERMINE THE LOCATIONS OF BORE PITS IN
0 zo 40 FIELD SUBJECT TO THE INSPECTOR'S APPROVAL.
SCALE: 1" = 20'
REFER TO SHEET C1.1 FOR
TRAFFIC CONTROL NOTES
Wl & "W2" PLAN VIEW --- STA
SCALE: 1 "=20'
STA 0+00.00: WATER LINE "Wl"
STA 1
STA 1+48.00: WATER LINE "Wl"
TIE INTO EXISTING 16" PVC WATER LINE
1 PVC WATER
STA
STA 0+00.00: WATER LINE "'N2"
w/16"x8" (MJ) TAPPING VALVE & SLEEVE
SERVICE LINE
1 - 8"xY (MJ) TEE
W/ASPHALT PATCH AS REQUIRED
SEE SHEET C1.3
1 - 3" (MJ) GATE VALVE &
BOX
8" 8"
(B/CS STANDARD DETAIL ST4-01)
MIM. W��m
6" PVC PRIUSE
SANITARY
SEWER
_INE7
SEE SHEET
1.�
MOR
-9
D I n in in
—In—
— — in — —In - —in— — —
n7-
— in — — — —
PROJECT BENCHMARK:
SS7
— — _ss_ ss
(5)11
4:�
—UE—
BOX CUT IN BACK OF CURB ON THE
SOUTHEASTERLY SIDE OF
APPROXIMATE LOCATION OF
07
—3n— — — — 3n-
UE— — — —UE—
UE— — — —UE—
LUTHER STREET
3n- -PRWOSED-3n - — — — 3n - - - - 3n —
-3n - — — — 3n-
I
WEST, NEAR THE NORTH CORNER OF THE
CABLE T-=H'0NE_1 ES
IT067 WIT - Mr. mkI rk m
SUBJECT TRACT.
D
F
ELEV. = 328.67' (NAVD 88)
. I
I
Wl & "W2" PLAN VIEW --- STA
SCALE: 1 "=20'
"Wl's & IIW292 PROFILI
HORZ: 1"=20
VERT: 1 "=2'
1391 SEAMIST LANE <77845>
POST OFFICE BOX 9253
COLLEGE STATION, TEXAS 77842
EMAIL: eivil@rmengineer.com
OFFICE - (979) 690-0329
FAX - (979) 690-0329
SURVEYOR
KERR SURVEYING, LLC
505 CHURCH STREET
COLLEGE STATION, TX 77841
OFR (979) 268-3195
FAX: (979) 691-8904
MARKI DATE I DESCRIPTION
PRELIM114ARY
THIS DOCUMENT IS RELEASED
FOR THE PURPOSE OF INTERIM
REVIEW UNDER THE AUTHORITY
OF RABON A. METCALF, P.E.
NO. 88583, ON JANUARY 21,
2008. IT IS NOT TO BE USED
FOR CONSTRUCTION, BIDDING
OR PERMIT PURPOSES.
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CLIENT
INFORMATION
FI MANAGEMENT
c/o ALI JAFFAR
5727 RICHMOND AVE., APT. 202
DALLAS, TX. 75206
OFF: (979) 314-1333
FAX: (979) 216-1586
FILENAME: 0325W1A I SCALE: AS NOTED
SUBMITTED DATE: JANUARY 21, 2008
DRAWN BY: A.J.B.
CHECKED BY: R.A.M.
FIELD BOOK: 9 PAGES: 38-43
RME CONSULTING ENGINEERS
CLIENT NO. PROJECT NO.
220 — 0325
SHEET 7 OF 11
MIM. W��m
MOR
-9
No Mqm��m
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HORZ: 1"=20
VERT: 1 "=2'
1391 SEAMIST LANE <77845>
POST OFFICE BOX 9253
COLLEGE STATION, TEXAS 77842
EMAIL: eivil@rmengineer.com
OFFICE - (979) 690-0329
FAX - (979) 690-0329
SURVEYOR
KERR SURVEYING, LLC
505 CHURCH STREET
COLLEGE STATION, TX 77841
OFR (979) 268-3195
FAX: (979) 691-8904
MARKI DATE I DESCRIPTION
PRELIM114ARY
THIS DOCUMENT IS RELEASED
FOR THE PURPOSE OF INTERIM
REVIEW UNDER THE AUTHORITY
OF RABON A. METCALF, P.E.
NO. 88583, ON JANUARY 21,
2008. IT IS NOT TO BE USED
FOR CONSTRUCTION, BIDDING
OR PERMIT PURPOSES.
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CLIENT
INFORMATION
FI MANAGEMENT
c/o ALI JAFFAR
5727 RICHMOND AVE., APT. 202
DALLAS, TX. 75206
OFF: (979) 314-1333
FAX: (979) 216-1586
FILENAME: 0325W1A I SCALE: AS NOTED
SUBMITTED DATE: JANUARY 21, 2008
DRAWN BY: A.J.B.
CHECKED BY: R.A.M.
FIELD BOOK: 9 PAGES: 38-43
RME CONSULTING ENGINEERS
CLIENT NO. PROJECT NO.
220 — 0325
SHEET 7 OF 11
�) I 4" PVC PR VATE
SANITARY EWER LINE
SEE SHEE C1.3
{ , ` SEE SHEET C1.3 FOR DETAILS
{ I & INSET OF WATER METER
BANKS (TYPICAL)
3
m m m m __ m m __ m\_ r
� a
�8" PVC (C909, CL 200) I
WATER LINE "W1"
CTA0+51.00: WATER LINE "W2"
3" (MJ) PLUG
M— -- M -- M -- M — M --
I I I \- 1 " PVC WATER
i I SERVICE LINE
SEE SHEET C1.3
W STA 1+52.50: WATER LINE "Wl"
I
i 1- 8"x6" (MJ) REDUCER
Ln I 1 1- 6"x6" (MJ) E 6"
Z 2 - 6" (MJ) GA1E VALVE & BOX
1 I 1 - STANOARD FIRE HYDRANT 8'4
ASSEMBLY
1 - 6" (MJ) PLUG 6"
10 L.F. OF 6" P C (C909, CL 200)
I WATER LINE
81
O i 6" PVC PRIVATE \
I SANITARY SEWER LINE
i SEE SHEET C1.3 \
WATER LINE NOTES (PUBLIC & PRIVATE):
1. ALL DOMESTIC WATER LINE PIPE SHALL BE CONSTRUCTED OUT OF PVC (SCH
40). PUBLIC OR FIRE WATER LINE PIPE SHALL BE CONSTRUCTED OUT OF C909
i (CLASS 200) MATERIAL. THE PUBLIC 3" WATER LINE SHALL BE CONSTRUCTED OF
SDR -21, D2241 (CLASS 200) MATERIAL.
2. THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT EXCEPT AS NOTED ON
THE DRAWINGS. CONTRACTOR TO DETERMINE THE LOCATIONS OF BORE PITS IN
0 20 40 FIELD SUBJECT TO THE INSPECTOR'S APPROVAL.
SCALE: 1" = 20' 1
I REFER TO SHEET C1.1 FOR
TRAFFIC CONTROL NOTES
:
�
f
n
VJn
u j
APPROXIMAT
LOCATION
0a-
3" PVC (SDR -21, D2241,
OFVXISTING
6" PVC
0
3
�o
CL 200) WATER LINE "W2"
WA R LINE
Q
0
STA
ox
1" =
STA
0+28.70: WATER LINE "W1"
1 -
1"
IRRIGATION METER
TIE INTO EXISTING 16 PVC WATER LINE
(METER
BY CoCS)
I' I
1 -
1j"
SERVICE SADDLE 15' P.U.E.
Q
J
Q
15' P.U.E.
\
I
w/16"x8" (MJ) TAPPING VALVE &SLEEVE
0 00
\
SERVICE LINE
S 44'13'44" E 1+00
�8" PVC (C909, CL 200) I
WATER LINE "W1"
CTA0+51.00: WATER LINE "W2"
3" (MJ) PLUG
M— -- M -- M -- M — M --
I I I \- 1 " PVC WATER
i I SERVICE LINE
SEE SHEET C1.3
W STA 1+52.50: WATER LINE "Wl"
I
i 1- 8"x6" (MJ) REDUCER
Ln I 1 1- 6"x6" (MJ) E 6"
Z 2 - 6" (MJ) GA1E VALVE & BOX
1 I 1 - STANOARD FIRE HYDRANT 8'4
ASSEMBLY
1 - 6" (MJ) PLUG 6"
10 L.F. OF 6" P C (C909, CL 200)
I WATER LINE
81
O i 6" PVC PRIVATE \
I SANITARY SEWER LINE
i SEE SHEET C1.3 \
WATER LINE NOTES (PUBLIC & PRIVATE):
1. ALL DOMESTIC WATER LINE PIPE SHALL BE CONSTRUCTED OUT OF PVC (SCH
40). PUBLIC OR FIRE WATER LINE PIPE SHALL BE CONSTRUCTED OUT OF C909
i (CLASS 200) MATERIAL. THE PUBLIC 3" WATER LINE SHALL BE CONSTRUCTED OF
SDR -21, D2241 (CLASS 200) MATERIAL.
2. THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT EXCEPT AS NOTED ON
THE DRAWINGS. CONTRACTOR TO DETERMINE THE LOCATIONS OF BORE PITS IN
0 20 40 FIELD SUBJECT TO THE INSPECTOR'S APPROVAL.
SCALE: 1" = 20' 1
I REFER TO SHEET C1.1 FOR
TRAFFIC CONTROL NOTES
:
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VJn
u j
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1
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wa
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TIE INTO EXISTING 16 PVC WATER LINE
a=
D
Q�
v
�8" PVC (C909, CL 200) I
WATER LINE "W1"
CTA0+51.00: WATER LINE "W2"
3" (MJ) PLUG
M— -- M -- M -- M — M --
I I I \- 1 " PVC WATER
i I SERVICE LINE
SEE SHEET C1.3
W STA 1+52.50: WATER LINE "Wl"
I
i 1- 8"x6" (MJ) REDUCER
Ln I 1 1- 6"x6" (MJ) E 6"
Z 2 - 6" (MJ) GA1E VALVE & BOX
1 I 1 - STANOARD FIRE HYDRANT 8'4
ASSEMBLY
1 - 6" (MJ) PLUG 6"
10 L.F. OF 6" P C (C909, CL 200)
I WATER LINE
81
O i 6" PVC PRIVATE \
I SANITARY SEWER LINE
i SEE SHEET C1.3 \
WATER LINE NOTES (PUBLIC & PRIVATE):
1. ALL DOMESTIC WATER LINE PIPE SHALL BE CONSTRUCTED OUT OF PVC (SCH
40). PUBLIC OR FIRE WATER LINE PIPE SHALL BE CONSTRUCTED OUT OF C909
i (CLASS 200) MATERIAL. THE PUBLIC 3" WATER LINE SHALL BE CONSTRUCTED OF
SDR -21, D2241 (CLASS 200) MATERIAL.
2. THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT EXCEPT AS NOTED ON
THE DRAWINGS. CONTRACTOR TO DETERMINE THE LOCATIONS OF BORE PITS IN
0 20 40 FIELD SUBJECT TO THE INSPECTOR'S APPROVAL.
SCALE: 1" = 20' 1
I REFER TO SHEET C1.1 FOR
TRAFFIC CONTROL NOTES
"W1 " & "W2" - PLAN VIEW -
SCALE: 1 "=20'
U-
I '
STA 0+00.00: WATER, LINE "W1"
0
STA
1+48.00: WATER LINE
1" =
3"
CL
TIE INTO EXISTING 16 PVC WATER LINE
VC E
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STA
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w/ASPHALT PATCH AS REQUIRED
\
SEE SHEET C1.3
1 -
3" (MJ) GATE VALVE &BOX
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PROJECT BENCHMARK:
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APPROXIMATE LOCATION OF
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SOUTHEASTERLY SIDE OF LUTHER STREET
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----�-- — --
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WEST, NEAR THE NORTH CORNER OF THE
A
CABCE & IECC15H0NE LINES
SUBJECT TRACT.
I
ELEV. = 328.67' (NAVD 88)
I �
"W1 " & "W2" - PLAN VIEW -
SCALE: 1 "=20'
"W1" & "W2" - PROFIL
HORZ: 1"=2C
VERT: 1 "=2'
1391 SEAMIST LANE <77845>
POST OFFICE BOX 9253
COLLEGE STATION, TEXAS 77842
EMAIL: civil@rmengineer.com
OFFICE - (979) 690-0329
FAX - (979) 690-0329
SURVEYOR
KERR SURVEYING, LLC
505 CHURCH STREET
COLLEGE STATION, TX 77841
OFF: (979) 268-3195
FAX: (979) 691-8904
MARKT DATE I DESCRIPTION
PRELIMINARY
DOCUMENTTHIS
FOR THE PURPOSE OF
AUTHORITYREVIEW UNDER THE
OF -A:• P.E.• 88583, ON
••: NOT • BE USED
FOR CONSTRUCTION,BIDDING
OR PERMIT..•
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HORZ: 1"=2C
VERT: 1 "=2'
1391 SEAMIST LANE <77845>
POST OFFICE BOX 9253
COLLEGE STATION, TEXAS 77842
EMAIL: civil@rmengineer.com
OFFICE - (979) 690-0329
FAX - (979) 690-0329
SURVEYOR
KERR SURVEYING, LLC
505 CHURCH STREET
COLLEGE STATION, TX 77841
OFF: (979) 268-3195
FAX: (979) 691-8904
MARKT DATE I DESCRIPTION
PRELIMINARY
DOCUMENTTHIS
FOR THE PURPOSE OF
AUTHORITYREVIEW UNDER THE
OF -A:• P.E.• 88583, ON
••: NOT • BE USED
FOR CONSTRUCTION,BIDDING
OR PERMIT..•
CLIENT INFORMATION
FI MANAGEMENT
c/o ALI JAFFAR
5727 RICHMOND AVE., APT. 202
DALLAS, TX. 75206
OFF: (979) 314-1333
FAX: (979) 216-1586
FILENAME: 0325W1A SCALE: AS NOTED
SUBMITTED DATE. JANUARY 21, 2008
DRAWN BY: A.J.B.
CHECKED BY: R.A.M.
FIELD BOOK: 9 PAGES: 38-43
RME CONSULTING ENGINEERS
CLIENT NO. PROJECT NO.
220 - 0325
C2.1
SHEET 7 OF 11
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CLIENT INFORMATION
FI MANAGEMENT
c/o ALI JAFFAR
5727 RICHMOND AVE., APT. 202
DALLAS, TX. 75206
OFF: (979) 314-1333
FAX: (979) 216-1586
FILENAME: 0325W1A SCALE: AS NOTED
SUBMITTED DATE. JANUARY 21, 2008
DRAWN BY: A.J.B.
CHECKED BY: R.A.M.
FIELD BOOK: 9 PAGES: 38-43
RME CONSULTING ENGINEERS
CLIENT NO. PROJECT NO.
220 - 0325
C2.1
SHEET 7 OF 11