HomeMy WebLinkAboutDrawingsTLE PROJECT NO: 13-004
DATE: JANUARY 2013
DRAWN BY: J.D.G.
CHECKED BY: J.D.G
LIVE OAK I KEE, 1 U. b F tt l IU
NUK h tUVt ur rLIAN i LM Hrvu
3.4 FEET EAST OF BACK OF CURB.
E: 14R U6391183197 MON 11
(STATION NAM. Q )
ELEVATION = 283.66 (NAVD 1988)
LINE
DISTANCE
BEARING
L1
26.50
N 49' 18'22" W
L2
29.23'
N 3823'51 " E
L3 -
25.50'
S 41' 14'28" W
L4
26.51'
S 48'45'32" E
CURVE
RADIUS
DELA T
ARC
TANGENT
BEARING
CHORD
.Cl
C1
960.00
02 51 35
47.9 1
23.96
N 39'49'38" E
47.91
C2
512.50
05035'53"
50.07
25.06
S 5305839",E
50.05
r
LMD TIM MD TO
SURVEY OF 0.926 ACRES 38F LM
SffUATED IN THE ROBERT STEWIDISON LEAGUE. ABSTRACT NUMBER
_ \
54 - �
� CO� SWIM �COUNTY,.
C
.,
T
- PRIVATE�ST M DR
.. s
_. 7.
m EASEMEM
VC]G9943 PG.2
LINE
DISTANCE
BEARING
ARC
L1
26,50'
N .49018'22"
JW
L2
29.23'
N 38°23'51"
E
I
2550'
S 41°1428'.
`,J
LL3.
L4
26,51'
S 48°45'32"
11 E
REVISIONS
NO.. DATE DESCRIPTIO N
� W
0
CURVE
RADIUS
DELTA
ARC
: TA NGET
N
BEARING
CH11RD.
C1
960,00
o ' u.
02 51 35_
`47,91
2 3,96
�,
N 39-49'38'E
47,91
C
5 5
12, 0
0 5 35 53
5 0,07
25.06
;
S 53'58'39"E
50,05
Q
a
Z
SINE
'. 2 a a. a G
z a 7,
: �a a T ._..--
.L ._ .44G
.-
9 1 N D
s F
o . E 1 5
� s� TC290.00 MEP
_ LO � I
WE RI P28I7.63
..
.P,R. .0 ---
� B , ---
---��---
- --
N 49 18 22
- _
88 .19 -..
'fir---
_
- .I
_
f T r
S 5f;
- TP287 7
M TCH TOP OF CURB - TP289.50 6
R 7:58' -
_.--- .. _._--. ._-
__. ___ {'
_._ _
I
--A
7 6 3G .:_--S NMFI
, _
_
8.121 N I 268,55.
287.84G
288. TC
25
r`
- 2t4
_-
N x N
F ..
a 7 .fl
.. _.
WITH NEW WALK TW287.90 _- -
_ .._----�'��
_.
E
� _
FL .NE 280.91
x'281:23
_.._ _
-- - ,
'SET 5/8 LR,. W CAP
�-
---
290 4 TC -
TC
TW
89 27 _K 5 0
_— _ E
TC291.40 _ SL
88.77 --�k, 5 0
_. --------'" .67.9. ick
_
_
....
.-
I
-- _
2 G -
8,69
h r
TW288.77 _ ( L
L 3 > 8
rP
V L .. - , �
_
N.RIM 289
� FL 30 N
1
278.99
_ ti.
_
ING
e ,
-., 0. . .
SINE
DISTANCE
BEARING
ARC
L1
26,50
N 49 18 22
(i
L2
29,23'
N 38'23'51"
E
_L3
25,50
S 41 14 28
W
L426
.51
S 48 4 5 32
E
` REVISIONS ': I
I —
v
NO. DATE DESCRIPTION
_If N
` o
TC291.25 P ; ", FL 80• =279,26 L .
m
m — 9
m —,•- TP2 0 75
TC291.35 � -
- TC289.
TP290.85
I' ,
_- --J
TW 89 10
m PRIVATE STORM DR
�u z
� n EASEMENT
/ Z
91.10
m m u cd t: I_ . t� .. .. (_.9943. PG.2 z u
_W289.00 N w
CURVE
RADIUS
DELT -
A
ARC
TAN GENT
BEARING'
I'
CHARD
C .
1
960.00
OZ 51 35
47 ,91
2 3,96
N 39.49 38 E
47,91
C2
512.50
05°35'53"
50,07
85,0.6
S 53°5839" E
50,05
s
Vl ..
- ,�.
.. Ih -.
1 U.P FL 30 S=279, 28
IGATI N
. .. 4 FL -287.50 IN
IRRIGATION -_
�o �
- { FL -286.5 OUT
VALVE BOX <. ( )
- _.-- �H OFF CUB _ F
'CROP 3 R I .. �
ROP 4 6X6 WYE
P x
�.
❑ Q
PSTORM
PR VAT RA
r
1 I E D I
--
5
`:. a .�
4 FL 285.75 �i
._.-- ROP 6 90 BEND � .. .:..: Q
S
EASEMENT
... .J
.. ', ... .. :. - VOL9943. PG:248
� _.. .... 6 FL -2 5.00
.. - _ n . 1'1/1TrA1T11 /11,1.111 rA111
LINE
- �— _..---
_ ._..
l _ -
D R 9 1 X N LU
ELEC CONDUIT FI rm
5 I
0 6
,r _ I
_
6 FL 23.00 _
ADD IN
_
V.pL.9287, 1'G128 .
,
--- —
N J,
_ -
E TI—SANMH
�v 5 6
---
=T
_---
---
� N•P.IM-288.55
L3
-
--
w
FL 8' NE=280.91
SET 5/8 I.R. W CAP
26,51'
S 48°45'32"
E
- -`
L
P 1
_..
t-- 2
O
_
1 PZ BACKF W_PREVENTER IN CA �
R _ 18
_
_.
Z C F W REVENTER INC
2 RP BA K P
M
...
SL � N.
... .. ....PRO SAMPLE WELL
r; / ..
a � _
2. s� r .. .... -.. , ,RIM 29.1.75
lL 9L
_ _
dtIM-289.01
� o� _
g-30 NE -27899
_
---
Vl ..
- ,�.
.. Ih -.
1 U.P FL 30 S=279, 28
IGATI N
. .. 4 FL -287.50 IN
IRRIGATION -_
�o �
- { FL -286.5 OUT
VALVE BOX <. ( )
- _.-- �H OFF CUB _ F
'CROP 3 R I .. �
ROP 4 6X6 WYE
P x
�.
❑ Q
PSTORM
PR VAT RA
r
1 I E D I
--
5
`:. a .�
4 FL 285.75 �i
._.-- ROP 6 90 BEND � .. .:..: Q
S
EASEMENT
... .J
.. ', ... .. :. - VOL9943. PG:248
� _.. .... 6 FL -2 5.00
.. - _ n . 1'1/1TrA1T11 /11,1.111 rA111
LINE
DISTANCE
BEARING
ARC
L149018'22//,,
26,50
N J,
W
L2
9,
2 23
N 38 2 3 51
-3,96.
�
L3
25.50
S 41 14 28
w
L4
26,51'
S 48°45'32"
E
REVISIONS ': �; �
U
NO.: DATE DESCRIPTIO N
w
CURVE
RADIUS
DELTA
ARC
TANGENT
I: BEARING
CHEIRD
C1
960,00
/ r
0 2 51 35
47,91
-3,96.
�
L ' N 39 49 38 E
47,91
C2
512,50
05°35'53" -
50,07
25,06 `
S 53°58'37' E
50,05
dlix I
- N I N
N
:- z
I
o
U
TLE PROJECT NO: 13-004
DATE: JANUARY 2013
DRAWN BY: J.D.G..'
N
m
TLE PROJECT NO: 13-004
DATE: JANUARY 2013
DRAWN BY: J.D.G..'
CHECKED BY: J.D.G
w
J
J
Q '
N
L:
SHEET w
0
EROSION .60NTROL
g
N
ALONG DITCH W
DATEII DETAIL NO. - }
SICS UNIFIED CannrCou.Fca:S�.rnac m
Un yr,1,lM K AUG. 2012 STANDARD DETAIL SWPP1-01
0
_
STRUCTURAL BA . CKFILL Ar INCLUDES
VOWME'
6,8- 1.6 1.6 0.9 2.7
SEAL WITH
118"R JOINT MATERIAL
ARE S, STREETS, ALLEYS,
ALL PAVED :AS(SIDEW
DRIVEWAYS.AND PARKING AREAS) AND $HALL,
1.0
_11.6
S-8-2.0 2A 1-6 0.9 1.5
SA
I
EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL
�T
STABILIZED (OPTIONqED
0.5
THE ES 8 AT EVEI
?A& RS INTERSECTION SHAL
IY
BE
BACKFILL SHALL BE CEME SOIL COMPACTED
@ is- c.c.mPj TIED 10OPER CENT
Ltv-1.0 1.5 1.6 0.910.41
"0"J01
NO. 2 IN Sl -01) OR EXCAV TY AS PER ASTM D698
T098%MAXIMUMDRY DE
m
ma TYPE
m OL7
1"JOIN
AIL.
WITHIN OPTIMUM TO +4*R'lif OF OPTIMUM
WAY PLATE #4 x 18",18" D.C.
(OPTION NO. I IN 81-01)
TIE SEE
PE"D'JOINT
DETAIL
LONGiTUDINAL.TOINTBARS18"LON
BIG
5.
LONUflUDINALJVINMOHALLeEmEaviflEuoNLr---2w
oNmrcwmquNEvF7NEpAvEmvratN
M PE "S" JOINT
P)
0
0
Z
IWERS W"OWASDEWLED
P,
4b
CURB
TYPICALTOINT & REINFORCEMLNTLAYOUT
FOR GONG REMPAVEI&W
SEAL W/EXPANSION
JOINT MATERIAL SMOOTH DOWEL BAR
L
$14"OxI8",12"O.C.
1/4" R 314"A WITH HEAVY 5-112"
MEANT)
PAVEMENTAREAS
6" MIN.
1 5I8"
-7
RECYCLED MATERIAL 3/4"
THICK ASMANUFACTURED
BIC
BY J.D. RUSSELL COMPANYY ,
• a e a e e e.
SIDEWALK
OR APPROVED EQUAL
AMEAL"YWAYPLAZE
5.
3" LONG METAL OR PLASTIC CAP INSIDE
DIAMETER TO BE 1116" GREATERWiAN
DIAMETER OF DOWEL BAR. CAP MUST BE
LONG ENOUGH TO COVER 2" OF DOWEL
ESTOPSOENDOFCAPIS
HAVE
NOTE: EXPANSION JOINTS AS SHOWN A
RADIUS POINT. CURB EXPANSIO1
DATEACH
JOINTSANDH
FROM END OF BAR.
SHALL BEAT 60' CENTERS. CURE
BACKFILL AREA
JOINTS SHALL BE AT I O'CENTERE
-STRUCTURAL
FOR SEWER MAIN.
5
F"ANSION& CONSTRUMON10,Uff
CrtY
DATE
SICS UNIFIED
DEMIL NO.
QTYOFCoLaGESrATLoN
TYPE "B JOINT- -TYPE"B"JOINT
SEAL WITH EXPANSION
JOINT MATERIAL SMOOTH DOWEL BAR
14 112 12"O.C.
01
1/4" R UTED WITH HEAVY GREASE)
4"
RECYCLED MATERIAL3" LONG METAL OR PLASTIC CA
THICK AS MANUFACTI� INSIDE DIAMETER TO BE 1/16"GPFi
HIEATER
BY J.D. RUSSELL CO.ORTHAN DIAMETER OF DOWEL BAR. CAP
APPROVED EQUAL r MUST BE LONG ENOUGH TO COVER 2"
OF DOWEL AND HAVE STOP SO END OF
CAP IS 11" FROM, END OF BAR.
SIDEWALK EXPANSION& CONSTR UC77WTOINT
NOTES:
1. SIDEWALK PLACEMENT SHALL BE IN
ACCORDANCE WITH B/CS UNIFIED
SAWED OR FORMED,* DESIGN GUIDELINES.
1/8"TO3116SEAL WITH EXPANSION
JOINT MATERIAL, MIN. 2. FINISH: LIGHT BROOM FINISH. JOINTS
TO BE TOOLED 1" DEEP AT AN
3/8"R INTERVAL EQUAL TO THE SIDEWALK
WIDTH. EXPANSION JOINTS @40'O.C.,
CONTRACTION JOINTS Q4' OC.
4" .3. DOWEL IN AND TIE TO ANY CONCRETE
STRUCTURE ADJACENT TO SIDEWALK
(DRIVEWAY INLET BOX CURB,
UNCTION hOX ETC.'KITH #3 X 12-
.BARS 12.0.8. ORNX12- BARS
SIDEWALK C0lVTRACTl0ArjQjW @ 18- 9.C.
4. COMPACTION: COMPACTED SUBGRADE
MATERIAL COMPACTED TO A DENSITY
IAI
AT LEAST 98% OF MAXIMUM DRY
DENSITY AS DETERMINED BY
PROCTOR COMPACTION TEST ASTM
0'9'RETrOANDARD) AND SHALL BE
0-4% FTHE OPTIMUM
T-0"MIN. MOISTURECONTENT
61-0. VARIES 5. A MINIMUM CLEAR PEDESTRIAN- WIDTH
As DEFINED BYTAS AND ADA SHALL
2% MAX.
BE PROVIDED FOR ENTIRE LENGTH OF
SIDEWALK.
SEE NOTE 14
#3 BARS @ 12- O.C.E.W. OR 28 -DAY CONCRETE STRENGTH
#4 BARS@ 18- O.C.E.W. ;EE S 3000 IATHICKMIN.)
Am
OTE
ALONG LOCAL STREETS
5' CONCRETE SIDEWALK
DATE B/CS UIFIED DEIAL NO. Crry OF CC), E.CESTATION
Crry of BRYAN AUG. 2012 STANDARDNDETAIL SWI -02A.
AUG.of YAN 201STANDARD DETAIL 55-00
a
0
z
0
r
z
0
'BEND SIZE A R C I E G
VOWME'
6,8- 1.6 1.6 0.9 2.7
SEAL WITH
118"R JOINT MATERIAL
--CURB
1.0
_11.6
S-8-2.0 2A 1-6 0.9 1.5
SA
45'
3.5 1.5 1.2 2.2
0.5
THE ES 8 AT EVEI
?A& RS INTERSECTION SHAL
IY
BE
22,6'
I 10.IT2.0 2.6 1.5 1.2 1.1
@ is- c.c.mPj TIED 10OPER CENT
Ltv-1.0 1.5 1.6 0.910.41
"0"J01
1.25'
fimi"ji.rill.slilli. l0.61
m
ma TYPE
m OL7
1"JOIN
AIL.
SEE
METAL KE DEFORMED TIE BARS T
WAY PLATE #4 x 18",18" D.C.
TYPED,
TIE SEE
PE"D'JOINT
DETAIL
LONGiTUDINAL.TOINTBARS18"LON
'-TYPE -o- jou rr
0
LONUflUDINALJVINMOHALLeEmEaviflEuoNLr---2w
oNmrcwmquNEvF7NEpAvEmvratN
M PE "S" JOINT
P)
0
0
Z
IWERS W"OWASDEWLED
CURB
TYPICALTOINT & REINFORCEMLNTLAYOUT
FOR GONG REMPAVEI&W
SEAL W/EXPANSION
JOINT MATERIAL SMOOTH DOWEL BAR
L
$14"OxI8",12"O.C.
1/4" R 314"A WITH HEAVY 5-112"
MEANT)
6" MIN.
1 5I8"
-7
RECYCLED MATERIAL 3/4"
THICK ASMANUFACTURED
BY J.D. RUSSELL COMPANYY ,
OR APPROVED EQUAL
AMEAL"YWAYPLAZE
3" LONG METAL OR PLASTIC CAP INSIDE
DIAMETER TO BE 1116" GREATERWiAN
DIAMETER OF DOWEL BAR. CAP MUST BE
LONG ENOUGH TO COVER 2" OF DOWEL
ESTOPSOENDOFCAPIS
HAVE
NOTE: EXPANSION JOINTS AS SHOWN A
RADIUS POINT. CURB EXPANSIO1
DATEACH
JOINTSANDH
FROM END OF BAR.
SHALL BEAT 60' CENTERS. CURE
CONTROL
JOINTS SHALL BE AT I O'CENTERE
TYPE "G"
F"ANSION& CONSTRUMON10,Uff
-VARIES-
TYPE "B JOINT- -TYPE"B"JOINT
ITUDINAL
(LONGLONGITUIDINALJT:
CHOR OR
D 0 R
RADIUS
RADIUS
:JOINT
(TYP)
SAWED OR FORMED, SEAL
WITH JOINT MATERIAL
(TYP)
w
SEALING NOT REQUIRED
TYPE "G" JOINT AT
IN CURBS
ALL RADIUS POINTS
a/8"R 118" TO 311
AND MAX, DISTANCE
C�E
OF 300'ON TANGENTS
T
3/4"
6" MIN.
0 CU
BACK OF CURB 1
"B" JOINT
TYPE"D"
JO
"B"JOINT
#4 BARS, 18"O.C.E.W.
T TYPE"G"JOINTAT
TYPE"B"JOIN JOINT
FU"�U
OR
C
TRPEFKEWNSION
WORK
TYPE Ts
m
COATRAMON,
7jWaj4jQWTjAy0UTA7-
CONCRETE' "TERSEM01y'
CONCRETE
PAVEMENT JOINT LAYOUT
OF CO =E SAnON
DATE
DICS UNIFIED
No.
IDEIAIL 1
Cam of 13RYAN
C
0
AUG. 2 12
STANDARD DETAIL
I ST3-00
7
M C� M.7 -AW
0
z
0
r
z
0
'BEND SIZE A R C I E G
VOWME'
6,8- 1.6 1.6 0.9 2.7
0.4
_5.O
go. 1.2 4.0
012' 6.6 6.6 2.5
1.0
_11.6
S-8-2.0 2A 1-6 0.9 1.5
0.2
45'
3.5 1.5 1.2 2.2
0.5
_Mir _1.5
6'8 1'6 I'S 1-6 0-9 O'S
0`1
22,6'
I 10.IT2.0 2.6 1.5 1.2 1.1
03
Ltv-1.0 1.5 1.6 0.910.41
E
1.25'
fimi"ji.rill.slilli. l0.61
m
vi
Li
0
z
m
0
(5
Z
r
0:
0
z
XXX
OFT 111
ow
oi7'
00
. . . . . .. . . ...
40 JOHN D. GERDES,
88497
z
0
REGISTRATION No. F-9553
0
0
Z
TLE PROJECT NO: 13-004
DATE: JANUARY NO
DRAWN BY: J.D.G.
11 w
z
SHEET z
z
co
c 7
S2
i
-.
5CA E. J n.2SITE PLAN 0i 1
PROJECT DATA _
`
i
-ra
4
7-7
�. u
_ 1 fax 281 840.5401
vY ,.. E ... ..
f
r
r
fi
,. i h ,.
�` . Wil. ,mss
e832-274-21
raw.�
,.r w�
3'c
b idF
l
'$
rz [Y°
r�
pit'.-� ,y a
N
t a
'.mss
4
Leo
s= €
. a.
arc mat atiz m �
00
r sf
t
7,
a�
i
iy 7
a
rw u
,
V
SEME
NT
LAN
EA
SMT. _ ..
E -:
:
T
PROPOSED
RAI
.PROP'.
.. ? VA�E ST M D
:. .. � PRI
_ J %�
ASEME
E � ,
T
%�
VO�,9943. PG.248
CURVE
.RADIUS
DELTA
ARC TANGENT
BEARING`
CHORD
C1.
-960 ;00'
o 7i
02 517 35
47,91 2 3,96
N 39"49'38" E
- 47,91
C2
51250
°
05 35 53
50,07: 2 5,06
�� . S . 53°58'39" -E
50,05
_GRATE SCHEDULE
Gp. E. 708 Ib! VCOE1 Na
OPEN AREA 489 W V4880-1
GRATE NO �bf YWO: Nn
OPEN AREA 434 N V4880-3
®®A
as®aaa
®aa®00Aa
aA®A®®®a®A®AAAAAA
AA®a®AOAA�A®
a®aAe®A®a
0Ao
CRAi 270 Ib' ..a Na
OPEN AREA . 387 W V4880-4
V
I' U
z
W
z
DIMENSIONS . -
MODEL N
WI
-..
HI
H2
_Tt-
z
s
a
SIZE
WEIGHT
IBS
COTA36
48"
36"
.� ...
• f
36"
U)
N
- 36"
*
4,585 .
CBTA48
BO"
r JOHN D GFMH ~
54"
48
6`.
r
30"X30"
N
DIMENSIONS . -
MODEL N
WI
W2
HI
H2
_Tt-
K.O. .''GRATE
SIZE
WEIGHT
IBS
COTA36
48"
36"
42"
36"
6"
- 36"
30"X30"
4,585 .
CBTA48
BO"
48
54"
48
6`.
48
30"X30"
8,900 .
CBTA60
72
60
66"
60.
6"
60
30"X30'-13,650
CBTA72
84"
72
78"
72
6"
72"
"30"X30"
.19,000
`CBTA84
96"
83"
.78"
,72"-
6"
84",.:
30"X30"
23,000
_ I �
TI w
" VY2 TIyp DATE: APRIL 2013
W' G- .3 DRAWN BY: J.D.G.
SAN
-SANITARY
B.T.U. - BRYAN TEXAS UTILITIES
SWR
- SEWER
C - CONCRETE'
W.L.
=' WATER LINE
DG - DOWN GUY
WTR
= WATER
G = GUTTER
WM =WATER
METER
ICV = IRRIGATION CONTROL VALVE
IRR. WM
= IRRIGATION WATER METER
I.R. - IRON ROD
TS&V
- < TAP, SLEEVE &VALVE .
LS - LIGHT STANDARD
RPBP
-REDUCED PRESSURE
NG- NATURAL GROUND
18 0
BACKFLOW PREVENTOR
O.P.R.B.C. - OFFICIAL PUBLIC RECORDS _
STM
= STORM
BRAZOS COUNTY, TX.
MH =
MANHOLE
PLM, - PIPELINE MARKER
FH -FIRE
HYDRANT
PMT - PAD MOUNTED TRANSFORMER
LF -
LINEAR FEET
PP - POWER POLE
; CO -':CLEAN
OUT
- SANITARY MANHOLE.:
`SANM ' H
ESMT
- .EASEMENT
STMMH - STORM MANHOLE
PARKING15LAND
SQ.FT.
ISLAND1Q
250
SF.
ISLAND(2)
319
SF.
ISLAND 03
189
SF.
ISLAND ®
175
SF.
ISLAND T5
182
SF.
ISLAND(o
329
SF.
ISLAND
190
SF.
ISLAND8
O
18 0
SF.
ISLAND09
189
SF.
�J :
ONE SERVICE UNIT
Tr-LLVVV Ir%/ -\t 1. t'AIIV J.
= 5 GALLONS DAY
;.
31
S
ITE F'L 5C LE AN .
- _ 120 I PROJECT ECT DATA..
I \\� \ L erstroemia x
I �� V: 'I' -1 ni RAA h ni ineo 7+. !Il I / \ I ' as
r
1
-
v
I: