HomeMy WebLinkAboutDrawingsl-•.)
3:1
3;1
A
MAX.I
/ T GE
I
/ f
/
Z. L t L L
J
DETENTION POND
' o
u
3.1 S { 1
I 3 M 3
3: i SLOPE
10 "'' 5DR
. SLOPE
HYDRO MULCN ALL _
P X 5' -0" Ni 24 DEEP
FROM R
Ct?N ET PAV M NT
C E E E
GRATE INLET REFER
VULCAN FOUNDRY, INC. CATALOG # V- 4880 -3
DEFORMED METAL CONSTRUCTION
olNr ALh 4 SIDES
OUTSIDE WALL
OF' INLF ; $OX
-
71
„:::
12 Tit PICAL
.,
;wow
",
�"'
,
.:
fit
n a
r
aa.v/ -
- + y
�
MAX. I
i
A
P.C. ELEVA'T'ION 295.50 -
{
JUNCTION BOX AND GRATE. INLET IN .CONCRETE PAVEMENT.
,
r
Gi 'TPA L� PIPE--,
'
CAST IRON FRAME & I
PROPOSED PAVEMENT ELEVATION 295.00
-- P.L. = 290.50
FREEBOARD
,f
N0: '"BARS EXTEND FULL .
CLASS A -- A
/
:
w
CL
TOP OF BANK (
ELEVATION) 295.50 _
LENGTH ACROSS BLOCK-OUT TIE
EACH END TO
COVER (TYP -2) U
F.L. - 2 91.00
o
a
i
..
DETENTION. POND .100 YEAR STORM
i VA11 295.00
DESIGN WATER SURF ELE ON
DIAGONAL BARS
FELT PAPER TO 'SEPARATE GRATE
l-•.)
3:1
3;1
A
MAX.I
/ T GE
I
/ f
/
Z. L t L L
J
DETENTION POND
' o
u
3.1 S { 1
I 3 M 3
3: i SLOPE
10 "'' 5DR
. SLOPE
HYDRO MULCN ALL _
P X 5' -0" Ni 24 DEEP
FROM R
Ct?N ET PAV M NT
C E E E
GRATE INLET REFER
VULCAN FOUNDRY, INC. CATALOG # V- 4880 -3
DEFORMED METAL CONSTRUCTION
olNr ALh 4 SIDES
OUTSIDE WALL
OF' INLF ; $OX
-
71
„:::
12 Tit PICAL
.,
;wow
",
�"'
,
.:
fit
n a
r
aa.v/ -
- + y
�
MAX. I
i
A
5' -Q WIDE -- LACE 5 -0 AROUND Inc_ DETENTION POND
I I IT S I ZE
._ .. •m�ua
ROCK RIP RAP WITH 2Ob. S E _ Ff:
4 3000 PSI I _ DIAGONAL 3 - NO. 3 BARS AT P/7
P I I ROCK AT OUT I LOW OF PIPE (- r 12" ON CENTER .'TYPICAL
CONCRETE (TYPICAL)
I I EXISTING SURFAC
OUTFALL PIPE -' - -
W
1
a
Q
CD v�
LL
I J
0
O
N
O
4�
U
¢ TO PUBLIC
SEWER SYSTEM
Fin
I �
J
0
O
LL
GRADE
_ r : DR WING NUM BER.
SEE Nt5
,. t A.
7. LAWN INSTALLATION MU T BE 4 ROVE FINISHED D = r.. ,,
$ A S GRADE. NOT T .,• y ,
MAP 1200
L. a SCALE NOT TO SCALE -� , , _
I � 'NOT _o S CALE
RE: :. t F is1 d
$. DRIVE A'SIDENALK INSTAtLAT14N'-i41UST'BE'BROUGHT 10.FiNISHED
9. T GRADE.`
" INSTALLED O P RI V ATE AT PROPERTY, AN
0 BE NS ALLED , N P V E RO ERTY, IN ACCESS LOCATION T4 CITY PERSONNEL. .
n a
aa.v/ -
- + y
Ilk
y' 6JfXiF'/ R/ R" JR i +C /J7Y.R'IKJ,F` /K1.f %lYJ4' /iY. -.
CAST IRON FRAME & I
CLASS A -- A
:
COVER (TYP -2) U
USE FOR '
_ G
R E —
— —
� � �
� _
�— P
—�
a 1
15" v
v F
P AVEMENT, STREETS O R DR
RINGS a
a l
ll 4
4 � —
4
- —
— Q
Q
•
4 �
� °
6 VENT SLEEVE
fi P
PROP. SEWER
a T
This iirawing indicates the g eroi
',en, aeop+
i —
— � a
. d
of ti a pra}gct in forme "
LIQUID SURFACE _
--- v
(� ,
a a
v N
a .
NATURAL GROU N E
, b
EXCAVATED MATERIAL 9
de nonce t, the dirnension8 ;'af° fh
INLET 1
_
PROP. DROP. ?
? M
MIN, e
and the typp_6f strutturai. 'mechcralee
1 -
a t
295.00 T
THIN WALL K -0. w
the drags : do' not:.•necessority, indda
t tl
--- - P
PROP. SEWER I
RE: CO2 :
INSTALL 15' . SDR' \
\ �
� ,� _
_ o
or �teSCripe: qIt walk + required be, :if4 t
M :
a R
A /
: f
/ , q
f *
TRENCH° WIDTH .
Cap , tte b i '' of the.'' rser~o1 ie o p n
- v
v M
MAX. -18 -I• O.D. d
dicated-or described; = the contractor ESa'
¢ a
a C
CUT OFF PIPE TO M
MIN. 12 F O.D. f
furnish 611: Items required, fcr the' propH
— S
SPRING LINE e
execution - a nd co mptetlan',of the :wgrk
¢ c
c�
U
These tSrowutgs shoo >;not be: used :fnr; an s ;
, 1
° t
to c
. N
N —
1 1
jj 9
- -
1 a
a ¢
¢ t
...�,...:.� s
saL' MATE RIAL ' .co T
trust #on .unie&a DA D and: t
° i
TEE MANIFOLD _
i J
J , ¢
¢ —
— —
— T
TO 5� STD.: :PROCTOR
ca P
_ —
— j
PLACED. IN MAX. 8" LIFTS
GALVANIZED RISER o
e 0
0 �
o /
/ a
a
1 4 .
SUPPORT (TYPICAL)- -
---- -. =
.. -
=rt c
cv v
- Q
Q
I
PRECAST CONCRETE r
rx a
a �
PROP. SEWER '
' i
�, M
i
:..' N
No. r
r`tATE D
DESCRIPTION.
INTERCEPTOR, 0
0 N
c , a
N ^
a t
t 4
CONCRETE PAD r
r Z
4 a, C
w
CLASS A 'BEDDING` SAND
..`
T q n
Z C
MECHANICALLY CHANICALLY TAMPED
° °
° l
�J f
f S :' T
TO 95% ..PROCTOR
-
„ n
n t
CONCRETE 4
t J -
4L :
: .. -
- •DENSITY' I
IN ,:PIPE DENSITY
,
7 E
ELEVATION S
_ �
�: °
291.50 )
° .
.. _ V
/ (
) :
DRAWN BY: " GHGGKEO BY.
PA-'.m
CONCRETE FRONT V!£W
SIDE VIEW i
i .
FOR 7
_ W
WITH RING &COVER T
L
TITLE
SHEET
11 0 G
GENERAL. NOTES. •
•
FOF ,. 1200 GALS. CAPACITY G
1. S
SAMPLING MUST BE INSTALLED UNDER'A S PART PLUMBING PERMIT. .
.
2'i-4 5
5 y
- -
- .
_O .DEEP -
3. U
USE 24: T &G R.G.P, FOR I
M n
4. S
SAMPLING WELL MUST BE SET IN A CIRCULAR OR SQUARE CONCRETE PAD 1 , -0 GREATER THAN ;
;' >
>
OUTSIDE DIAMETER OF PIPE.),
5. I
INSIDE
iNSTA INSTALLATION P RMITT I f POSSIBLE.
LLA E ED, OUTS DE INSTALLATION S FOSS
6. I
INSTALLATION INSIDE BLDG.. MU BE POUR 1 . 15 M N. N : CONCRETE PI PERM
: 9
9
S AMPLE yp (
. ETE. P
DW
WALL
O.D.
£
PIPE LENM
1YP
A
fNC H
"8'
9ipi
•C•
IINCH
I
�i C H
{°
FEEL'
18
2 1/4'
22 1/2
6:1
2 -7.5'
2
2 1/4
8
36
58.5
10' -11.5'
24°
3"
30"
6:1
3 -6'
3
3
9
36
72
12'-0 -
30°
3 \°
37"
6:1
3--7\'
3
3 \
9\
45
81,
15' -9'
4
EXISTING
OUTFLOW WING WALL
F FL:
TO CITY OF COLLEGE STATION
291.58 ' 133' - 0 7/16"
TO CITY OF BRYAN
i
r°
Q�
PROJECT LOCATION 7 �' /�
<<\\
FLOW
7 1 0'x65' ROSS FREESTANDING SIGN
X 3' -6" 6" TEMPORARY -- t ! ACCESS klT. l- n M f MAX.
FX,�TtNC s' —o" �,
4
i
i i
# ft Q. • FT. TOTAL BLDG, .AREA 6.24'1 SO, FT.
1 ,
OiR SS AREA
i
1 1000 SQ" FC. .
AMUCANT
tJ1TBUILDING AN - CANpi"t
k�
OWNER DEVELOPER.
ti x...
AIM INVESTMENTS THREE,
INC. , �:._....:._.... ___ __._ ...... - -_ �►
MR. MARCEL MEIJER b . t ;:• _ - i
TO CITY OF COLLEGE STATION OUTFLOW WING WALL
FL: 291.58
TO CITY OF BRYAN
PROJECT LOCATION ew�o FLOW 70'x65' CROSS
/\ 1.75 ACRES T ¢�� , ExisTING mb ar x C
ACCESS E5N4T.
no IAI'rJ E:t]NCRETE CtiLVER
17)0f 117rr I n/CATInNi
.3" MIJICH CjVER WEED CLOTH
6 PRE HERBICIE�F
')'ATE SHRUBS PER PLAN
ROOT BALL
LAWN
BUILDING OR
�CURB LINE
Eli \
>iL �i
CURB OF LANDSCAPE EDGING BACKFILL MIXTURE —
SEF PLAN FOR TYPE REOD (SEE SPECIFICATIONS)
t)2 SHRUB PLAN FOOR SHRUB BEDS
NOT TO SCALE
RE:
3 F'IECE OF REINFORCED
RUBBER HOSE
1,3) 2"X 2 WOOD STAKES
OR METAL STAKES
120' AROUND TREE
TREE WRAP To SECOND-d
BRANCH. OVERLAP 1/2
WIDTH OF WRAP. USE
< NO TWINE
SAUCER TO RECEIVE MULCH
3" DEEP X 48" SAUCER
W/3" LAYER OF MULCH
APPLY PRE-EMERGENT
HERBICIDE PRIOR TO
MULCH
REMOVE TOP 1/2 OF--
BURLAP .& ALL WIRE.
PLANT BALL SO TOP 15
DEPTH
OF BALL
1" OR 2" ABOVE FIN.
GRADE AFTER SETTLEMENT L L - L
TAMPED BOTTOM TO
PREVENT SETTLING
21 TREE PLAWING AND STAKING
NOT TO SCALE
RE. TOPSOIL. BACKFILL—
(SEC SPECIFICATIONS)
DOUBLE STRAND
'T'WISTED #1 GAUGE
WIPE OR 'CINCH' TIE:
5
3 ec
U
E
OUTFLOW WING WALL
FL. 291,58
F L *W NEW EASEMENT 60'X20' FOR PAD
' ��I�01_146 TRANSFORMER TO CSU
R
WAiER OAK
N 42 E i telil
C
30QO 26'
7--
", , , . 'U" RA
7
trilz � ik ,
-t�
if
V44 ; A"ITIR OAK
N
!b3 j
— — — — — —
x m
r7
"W 'i +
Q
1AN ARCHIFIEC
BALD CYPRESS
I�OPOS�D EXISTING SE CK LIN ut S E POWER POLE
1ITFCTUREA
PLANNING ARCI`
34 3 Z 281 �492 — 2206
RE: 20/CO'
D i POND
T
2,485
PIROJE NUMBER
E\
LA02SIT
v PIROJEC11* TITLE
0 BALD CYPRESS
if 1 3,
li ! v k�_
PROPOSED
218" RCP I ED
CLARA HAWTHORN
c 7 1 CRAPE MYRTILF cDona.
RE 20 0 1 (TYP.) X
1 If I 0 u
I
iii
1
iL A
Ft! BALD CYPRESS
+
PROPOSED LC
if
A
if
'6:1 S.E.T.
............. SEA GREEN JUNIPER)
RE: 20/CO7
FL: 292.00 0 MID) RETAIL "A R_ETfk,1L "B"
f
GROSS AREA' -A = 13,710 SQ. FT.
IN k Mc DONALD'S it V r.tU-L "C' FJF
A & M EXPESSWA
GROSS ARE
elf � ,,
T 1,750 SO. FT, ITENANT
TOTAL BLDG, AREA, 6,386 SQ� FT.
GROSS AREA REMAINDER OF CALLED L
44 X
OF CANOPY it
926 SQ, FT. :_2 6 ACRES TRACT w
0 0
MARSH—RUNES :ESTATE
509/188 ZONED C-1
LN
0 � v
ILI
6'-0" BIKERAC�
GENERAL. COMMERCIAL
F
0 :
=F
_N CII
vj ONCREt E3
E -- ES
<
4
�g j 4. z w
.23. 11:." Z ION ROLE
CLARA �iiklhfTHORN — CLAP
(ryp•) A HAWTHORN
. . . . . . _yP.)
DiRECTIONI�L 4
7
WATER OAK
j
r 7
1 0
0,
's 0773
Pp 0 _j
4
0 "
7
P
v
77
•0 7; �..✓ �' v.�� /, , r' �=''. ,, � i Ifs, .} '� ! j t: # ( <,
T�NTP�) 1�"-V C; ,ABOVE PAVEME0
A
JdRE CURB
A -
-SEA GREEN R)INAPEP
4 0
+
X , 14
%P -A_ F 7
x 2!1�,_�' BUILDING SETBA UNE
DR 4%
N NMM
I-, ,-,�AVINGS ISIEJUED
5 1'7— 0 1 PRELIMINARY
4?
J 0
Ya
, ; n,: -, 4 �Ts
3749
3
'
-%-D IRAPE h,,IYF-,FLE w
0 ------- ----
INATER OAK
_1"ATER CiAl< WATCR OAK
Pf
"I V-1 OA K
S 42*57'1 W 198.89' PROPO!'�ED 4-0'-0" CONICREIF��
P P
M�`
rNTply DR
TAPERED EDGE
"E OF
`�-NG CONCRETE E
OF 6" CONCRETE D-JR6
DOQ
-EXIST[ PL! NK', '6ALL TC) REMAIN . "Vi m d" rlv i rowing il)dlC�7te�i ti Vs 1CM10
:;t in, *l�, "Irf.
lit-n-mo
'K LINE
S' C
J7 t, 71
VE,
A:
o v, e q
il r ' fol
cncf novrqpifatio�l, of
�Df the contact D
On t))Il Df thq7 t
OF C-- STORE, IS[j44D5 718 AND MONUMENT SIGN d, U� -
-, be contf I
Q
oil it��rm� req for i
rff 0F COLLME WAMN LANDSCAPE REQUIREMENT mirod �
ri crKl cornpk�;Uon of
a %htill not tI , ,I
LANDSCAPE POINTS REQURED: 30 PTS./1000 S.F, OF' THE SITE AREA 2287 "I'LIC _ ings ate DATED b ufis d
ED anId
_SU C ,
T NIST7 _KTIC
STREETSCAPE POINTS REQUIRED: 300 PTS/50 LINEAR FT. OF FRONAGE 2622 REVIEWED FOR
dat d
-,ilcrf c is �md t
Th r T1 it !
A
TOTAL 4-909 bv Ihkl docWTIen, vcm n6t bq rq-r0di,
AIREENS' PRAIRIE R0.0-AlL.) COMPLIANCE rj inmilar muslcrl
R. froniL
IL R (;1H T
CANOPY TREES REQUIRED FOR EVERY 25 FT. 1 L 08 2001
ONE CANOPY TREE OR TWO NON 600 0* R.O.W. NARE-o B
F ROAD F RONAGE. 437 LIN LAK I I - OF FNUINAUL/ ZO 1 .' ASPHALT MrEMENT
CANOPY TREES + 22/2 NON CANOPY TREES 18 COLLEGE STATIO 110. DA . E
0rr,.) EXISTING MMANNO
DEVELOPMENT SER Q'I ccs & ow
T'
T 40 LA ES/'PjV0 WAY TRAF7
DRAWN
K E
PLANTING LEGEND 0\
COMMON NAME BOTANICAL NAME QUANTFr1Y MIN. SPECS. POINTS SIREETSCAPE PTS.
F Q
t _c) BALD CYPRESS TAXODIUM DISTIC 5 co i 5 0 2.1" CAL &MIN. - 150 U
IMA
'ITE PL AN LA' FINt" A ENHAN'
WATER OAK OLIERCUS NIGRA 9 0 150 1" CAL, MIN, 1350 1050 (7) L- NDSCA
CRAPE MYRTLE - LAGER5 INDICA 'TUSCARORA - 44 @ 40 15 GAL, CONT, 176, 880 /2 2)
17 L_
< AN,.
_� - 1" 'PAVING
ALE: 20
'EA GR JUNIPERUS CHINESIS 'SEA GREEN 8- 4 1 - 0 --- t! GAU CONT. 800 800 1
0 S -EEJI JUNIPER SURVEY
X CLARA HAW HORN RHAPHIOLEPSIS INDICA 'CLAkRA' 45 0 10 GAL. CONT. 450 RE.
TO LAND AREA:
Lu Q 0 GIANT LIRIOPE LIRIOPE MUSCARi 'GIANT AS REO CAL, CON T. TRIANGULAR SPACING 0 0
'C
ANNUAL COLOR AS RE, G. 4" SPOT. L. TRANGUL SPAC IN 0 0
BERMUDA CRASS CYNJODON DACTYLON AS REQ'D. 'OUD SOD 0 0 1 �75 A C R fF_ S 7 6, 2 3 0 S(). F iaY
TOTAL PTS. EARNED 5110 2730
P �„ � � � s J et', E
TOTAL PTS. REO 0. 14905 26Z2
b
TO CITY OF COLLEGE STATION
TO CITY OF BRYAN