HomeMy WebLinkAboutDrawingsEROSION CONTROL LEGEND
SAND BAG (FILLED
Sg w/DEGRADABLE
MATERIAL)
FF FILTER FABRIC FENCE
REINFORCED
X_<2E�FILTER BARRIER
ROCK FILTER DAM (TY 1)
SEE MOT SHEET EC(2)-93
SC STABILIZED
CONSTRUCTION ENTRANCE
Fl -p -B-1 INLET PROTECTION
BARRIER (PH 2)
SIDESLOPE EROSION
CONTROL
BLOCK SOD AREA
(TIF 419 BERMUDA)
HDYRO-SEEDING
AREA
GRADING & DRAINAGE LEGEND
<= DRAINAGE DIRECTIONAL ARROW
IT/P=loo.00 TOP OF PAVEMENT
IT/C=100-ofl TOP OF CURB
IT/W=100-00 TOP OF WALL
,IT,/G=l 0G.00-1 TOP OF GROUND OR GRATE
BENCHMARK DATA:
T.B.M. #!L. SQUARE CUT IN WEST SIDE OF
SOUTH HEADWALL OF THE 10'x10' BOX CULVERT
LOCATED ON THE SOUTH SIDE OF SH 30
(HARVEY ROAD EAST) & APPROX. 465 FEET
EAST OF ITS INTERSECTION WITH AVON DRIVE.
(ELEV.=285.55'—NAD 83)
T.B.M. #2L SQUARE CUT IN WATER VALVE
BOX LOCATED ON THE SOUTH SIDE OF SH 30
(HARVEY RD E.) & APPROX. 127 FEET WEST OF
ITS INTERSECTION WITH AVON DR.
(ELEV.=288.07'—NAD 83)
PLAN NOTES:
1. REFER TO SHEET GN -02 & GN -03 FOR
GRADING, DRAINAGE & CONSTRUCTION NOTES
(SEE CONSTRUCTION DRAWINGS OF SUMMIT
CROSSING, PHASE 2A).
SYMBOL & LINE LEGEND
_X—
BARB -WIRE FENCE
ZGRADE VARIES,
FORCE 'MAIN
0
STORM SEWER
--0HE
OVERHEAD ELEC. LINE
—w—
WATER LINE
--Ss—
SEWER LINE
0
POWER POLE
0
LIGHT POLE
GUY WIRE ANCHOR
0
WATER VALVE
0
WATER METER
Fo-j
STORM SEWER CURB INLET
M
ELECTRICAL TRANSFORMER
6)
GAS METER
0
MANHOLE
0
CLEANOUT
4
FIRE HYDRANT
0
TELEPHONE PEDESTAL
BUILDING SETBACK LINE
x
PROPERTY LINE
EASEMENT LINE
P.U.E.
PUBLIC UTILITY EASEMENT
P.A.E.
PUBLIC ACCESS ESMT.
PR.D.E.
PRV. DRAINAGE ESMT.
PR.A.E.
PRV. ACCESS ESMT.
B.S.L.
BUILDING SETBACK LINE
(D
LOT NUMBER
40
BLOCK NUMBER
(D
COMMON AREA
Ir
TO 12"0 STONES (40 LB F FF
MINIMUM) FF F Ff:'
ALL DISTURBED ARI
LL_
DETENTION FACILIT)
__ITO BE HYDRO-SEEI
7
12.00' A-� (HULLED SEED PER
�2,3 05,
SPEC. 32 92 23,) -
7 BE LL_ 7 w/ABOVE GROUND
1IRRIGATION SYSTEM
v ou
T 2
/G==2 57
66.59 L.F. OF 24"0 ADS U -
w Li I I `- — 68.91'LF. 'Or 4' WIDE
(N-12) STORM SEWER CONCRETE PILOT CHANNEL
0.50% SLOPE , vh 0 1.4L
SLOPE (SEE B/Cs
w/CONCRETE SIDESLOPE
HEADWALLS (BOTH ENDS) T T/I-=293.17- DETAIL D2-04)
F/L (W)=292.84' �' ' j J I /
F/L (E)=293.1I �I I� �� g� � ;,` ISI
L
>
TOP OF
FF FF
FUTURE STORM
INSTALL CONSTRUCTION SEWER
STABLIZED ENTRANCE
AT EXISTING TERMINUS
OF BUENA VISTA
SG -
7
vat -Wiwi,
TOP OF
BERM
EXISTING
GRADE
ea ams 0 42" 0.azm '-I%
4
18" TOE DOWN
(ALSO AT FLUME ENDS)
2!0„
28 -DAY CONCRETE STRENGTH = 3000 psi
STANDARD FLtiME SECTION
EXPANSION JOINTS AT 60'O.C.
20"-C'
1 v CREST=298.57'
k -
TYPICAL CROSS-SECTION
.-EMERGENCY SPILLWAY
N.T.S.
A' WlnC' t-Ahlt-D=
BERM=299.80'
5'-0"
(MIN)
TYPICAL CROSS-SECTION
DETENTION POND
N.T.S.
(AT LEAST 72 HOURS PRIOR TO DIGGING)
...... WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES
PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAIIAGES
TO ETISTING UTILITIRS DUE TO ANY CONSTRUCTION ACTIVITY.
FOR
CONSTRUCTION
D
VCS UNIFIED
-2,183 SQ.YD. I I EROSION CONTROL
_MPORARY MEASURES SHALL BE
IMPLEMENTED PRIOR TO
ANY EXCAVATION,
CONTROL
L BE
OR To
DEMOLITION, OR
CONSTRUCTION WORK. MARK DATE DESCRIPTION
k
SUMMIT CROSSING SUBSTANTIALLIN
PH kSE 28
If COMPLETE
ISSUED FOK
fill, I
CONSTRUCTION
7114114
CONSTRUCTION DRAWINGS
ISSUED PRIOR TO THIS
DATE ARE REPLACED BY
THIS SET & SHOULD NOT
CONCRETE WASHOUT BE USED FOR
LOCATED WHERE REQUIRED
CONSTRUCTION
BY CONTRACTOR &
OF
APPROVED BY OWNER CE
P.ks
.............
RABON �A16,LNUCALF:
. . . ... . . . . . . . . . �O
583
VISTABUENA
DRAINAGE PIPE
(TYPE, SIZE &
ZGRADE VARIES,
SEE PLANS)
0
V
l
X//
OST OFFICE BOX 9253
...
If
COLLEGE STATION, TEXAS 77942
... .
0 20 40
Z
EMAIL: civil@rmengineer.com
a,
x
FAX - (979) 764-0704
SCALE- 1 = 20'
TEXAS FIRM REGISTRATION No. F41695
SURVEYOR
KERR SURVEYING, LLC
505 CHURCH STREET
COLLEGE STATION, TX 77841
CALL BEFORE YOU DIG
OFF: (979) 268-3195
FAX: (979) 691-8904
g
ii
'EMERGENCY SPILLWAY- 675 S.F.
OF ROCK RIP -RAP w/FILTER
FABRIC, PLACED IN CONCRETE
GROUT AT DISCHARGE POINT
4"0 TO 6"0 STONES (20 LB
MINIMUM)
0)
C6
70 S.F. OF ROCK RIP -RAP
w/FILTER FABRIC, PLACED.
IN CONCRETE GROUT AT
-j
DISCHARGE POINT - 8"0
Ir
TO 12"0 STONES (40 LB F FF
MINIMUM) FF F Ff:'
ALL DISTURBED ARI
LL_
DETENTION FACILIT)
__ITO BE HYDRO-SEEI
7
12.00' A-� (HULLED SEED PER
�2,3 05,
SPEC. 32 92 23,) -
7 BE LL_ 7 w/ABOVE GROUND
1IRRIGATION SYSTEM
v ou
T 2
/G==2 57
66.59 L.F. OF 24"0 ADS U -
w Li I I `- — 68.91'LF. 'Or 4' WIDE
(N-12) STORM SEWER CONCRETE PILOT CHANNEL
0.50% SLOPE , vh 0 1.4L
SLOPE (SEE B/Cs
w/CONCRETE SIDESLOPE
HEADWALLS (BOTH ENDS) T T/I-=293.17- DETAIL D2-04)
F/L (W)=292.84' �' ' j J I /
F/L (E)=293.1I �I I� �� g� � ;,` ISI
L
>
TOP OF
FF FF
FUTURE STORM
INSTALL CONSTRUCTION SEWER
STABLIZED ENTRANCE
AT EXISTING TERMINUS
OF BUENA VISTA
SG -
7
vat -Wiwi,
TOP OF
BERM
EXISTING
GRADE
ea ams 0 42" 0.azm '-I%
4
18" TOE DOWN
(ALSO AT FLUME ENDS)
2!0„
28 -DAY CONCRETE STRENGTH = 3000 psi
STANDARD FLtiME SECTION
EXPANSION JOINTS AT 60'O.C.
20"-C'
1 v CREST=298.57'
k -
TYPICAL CROSS-SECTION
.-EMERGENCY SPILLWAY
N.T.S.
A' WlnC' t-Ahlt-D=
BERM=299.80'
5'-0"
(MIN)
TYPICAL CROSS-SECTION
DETENTION POND
N.T.S.
(AT LEAST 72 HOURS PRIOR TO DIGGING)
...... WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES
PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAIIAGES
TO ETISTING UTILITIRS DUE TO ANY CONSTRUCTION ACTIVITY.
FOR
CONSTRUCTION
D
VCS UNIFIED
-2,183 SQ.YD. I I EROSION CONTROL
_MPORARY MEASURES SHALL BE
IMPLEMENTED PRIOR TO
ANY EXCAVATION,
CONTROL
L BE
OR To
DEMOLITION, OR
CONSTRUCTION WORK. MARK DATE DESCRIPTION
k
SUMMIT CROSSING SUBSTANTIALLIN
PH kSE 28
If COMPLETE
ISSUED FOK
fill, I
CONSTRUCTION
7114114
CONSTRUCTION DRAWINGS
ISSUED PRIOR TO THIS
DATE ARE REPLACED BY
THIS SET & SHOULD NOT
CONCRETE WASHOUT BE USED FOR
LOCATED WHERE REQUIRED
CONSTRUCTION
BY CONTRACTOR &
OF
APPROVED BY OWNER CE
P.ks
.............
RABON �A16,LNUCALF:
. . . ... . . . . . . . . . �O
583
VISTABUENA
DRAINAGE PIPE
(TYPE, SIZE &
ZGRADE VARIES,
SEE PLANS)
0
V
7607 EASTMARK DR., STE. 252 <77 40>
OST OFFICE BOX 9253
...
COLLEGE STATION, TEXAS 77942
... .
0 20 40
Z
EMAIL: civil@rmengineer.com
a,
OFFICE - (979) 764-0704
FAX - (979) 764-0704
SCALE- 1 = 20'
TEXAS FIRM REGISTRATION No. F41695
SURVEYOR
KERR SURVEYING, LLC
505 CHURCH STREET
COLLEGE STATION, TX 77841
CALL BEFORE YOU DIG
OFF: (979) 268-3195
FAX: (979) 691-8904
TEXAS ONE CALL SYSTEM
ii
1-800-245-4545
Ir
TO 12"0 STONES (40 LB F FF
MINIMUM) FF F Ff:'
ALL DISTURBED ARI
LL_
DETENTION FACILIT)
__ITO BE HYDRO-SEEI
7
12.00' A-� (HULLED SEED PER
�2,3 05,
SPEC. 32 92 23,) -
7 BE LL_ 7 w/ABOVE GROUND
1IRRIGATION SYSTEM
v ou
T 2
/G==2 57
66.59 L.F. OF 24"0 ADS U -
w Li I I `- — 68.91'LF. 'Or 4' WIDE
(N-12) STORM SEWER CONCRETE PILOT CHANNEL
0.50% SLOPE , vh 0 1.4L
SLOPE (SEE B/Cs
w/CONCRETE SIDESLOPE
HEADWALLS (BOTH ENDS) T T/I-=293.17- DETAIL D2-04)
F/L (W)=292.84' �' ' j J I /
F/L (E)=293.1I �I I� �� g� � ;,` ISI
L
>
TOP OF
FF FF
FUTURE STORM
INSTALL CONSTRUCTION SEWER
STABLIZED ENTRANCE
AT EXISTING TERMINUS
OF BUENA VISTA
SG -
7
vat -Wiwi,
TOP OF
BERM
EXISTING
GRADE
ea ams 0 42" 0.azm '-I%
4
18" TOE DOWN
(ALSO AT FLUME ENDS)
2!0„
28 -DAY CONCRETE STRENGTH = 3000 psi
STANDARD FLtiME SECTION
EXPANSION JOINTS AT 60'O.C.
20"-C'
1 v CREST=298.57'
k -
TYPICAL CROSS-SECTION
.-EMERGENCY SPILLWAY
N.T.S.
A' WlnC' t-Ahlt-D=
BERM=299.80'
5'-0"
(MIN)
TYPICAL CROSS-SECTION
DETENTION POND
N.T.S.
(AT LEAST 72 HOURS PRIOR TO DIGGING)
...... WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES
PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAIIAGES
TO ETISTING UTILITIRS DUE TO ANY CONSTRUCTION ACTIVITY.
FOR
CONSTRUCTION
D
VCS UNIFIED
-2,183 SQ.YD. I I EROSION CONTROL
_MPORARY MEASURES SHALL BE
IMPLEMENTED PRIOR TO
ANY EXCAVATION,
CONTROL
L BE
OR To
DEMOLITION, OR
CONSTRUCTION WORK. MARK DATE DESCRIPTION
k
SUMMIT CROSSING SUBSTANTIALLIN
PH kSE 28
If COMPLETE
ISSUED FOK
fill, I
CONSTRUCTION
7114114
CONSTRUCTION DRAWINGS
ISSUED PRIOR TO THIS
DATE ARE REPLACED BY
THIS SET & SHOULD NOT
CONCRETE WASHOUT BE USED FOR
LOCATED WHERE REQUIRED
CONSTRUCTION
BY CONTRACTOR &
OF
APPROVED BY OWNER CE
P.ks
.............
RABON �A16,LNUCALF:
. . . ... . . . . . . . . . �O
583
VISTABUENA
N/Alpr7lz
FORM 1- (MIN) SWALE
IN CONCRETE & ROCK
RIP -RAP
o
Z
0
w2
CL C14
6: —, -
24"
DRAINAGE PIPE
(TYPE, SIZE &
ZGRADE VARIES,
SEE PLANS)
0
N/Alpr7lz
FORM 1- (MIN) SWALE
IN CONCRETE & ROCK
RIP -RAP
o
Z
0
w2
CL C14
6: —, -
24"
DRAINAGE PIPE
(TYPE, SIZE &
ZGRADE VARIES,
SEE PLANS)
#3 BARS 0 18-
O.C.E.W.
N
PLAN VIEW
SIDESLOPE TO MATCH
—THAT OF FILL OR CUT
12- (MIN) 5s
y
j
6"
CROSS-SECTION VIEW
N.-T.S.
GRADE TO DRAIN,
AS REQUIRED
470 TO 60 ROCK RIP -RAP
(20 LB. MINIMUM)
CLIENT INFORMATION i
1�
MONTE VERDE DEVELOPMENT, INC.
c/o JIM EASTERLY
809 UNNERSiTY DR. E. STE- 101B
COLLEGE STATION, TX 77840
OFF: (979) 218-6775
EMAIL: JIMEASTERLY@GMAIL.COM
FILENAME. 0542GP2A I SCALE: AS NOTE
SUBMITTED DATE:7/14/14
DRAWN BY: R.A.M. CHECKED BY: Rkh
FIELD BOOK: N/A PAGES: N/A 11
RME CONSULTING ENGINEERS
CLIENT NO. PROJECT 10.
298 0542�
0
SHEET OF 1
lq- 1,19
077 414
�:ll 10
NT