HomeMy WebLinkAboutDrawings 33N33 )INIl NIVH3 'X3
• _Cl • • n f7
.q11111111"1". _ n'gIIIIIIIIIb...— 4111111 1116
n—
` S ,e, x`• • • • •^i \'' til
\ N • •• • . • , • •�\'qti • Sli=`•na s;x3 • -c6• I • • • - �iiiiey
•
• • '
O a 'lII • 6'. , o .
• •
S
M
_ J
•l� • M .d3S 'r.3 Ire-----.a..— M. -j M -j
•
_____,--
,t �� _ M „9b,b0.Lb N l • _00 zit h / •. •• c�.. cP
1 1,\
v �� �° ,,� i \y`
m • (Tl 922}.---^=F-U_`\\ ...,c,--
'V /'� ���� \ \\ 1
I cor
----�-.-= -� 1
t" 83s �'� o'a
f...ts8d �� ti ti` ('du)•
.�wI
�' o _ �° '� /
Qm � •O
Cv
> `r CO
\y y0 / d
nein \ `� '> � Co
J' ti �n� 'lsix3
I 4 v, oZ_______,0•„____
`p , 0'4Z
I !--------L o
z�z
fil' gli
- Iv mvi 1 ?D�A
0o t,
N O o 0 .',,
HL
—Ir
f-- S•SL— 6,
0'OL ,_ ., o
1 / ., ,,,./N-...\ -.. )...._ i• ei)
o 01, I m .0'Or / 0p�\ ILS'4l N
--' 1., • )P Nii..
rri
Y
-- - - - - r
—
T' �6I ti �
241:11)
I �pp rN nV8•C9d
CA
h -- •o
S 4 : I a
l`
lo
co
LbAve •_'-' (./rhi /
-,S'SZ
. %. tN Ave 02 4y
ti ilk xc
loao _ d
coy N oeL
'na3S _,./_
0)
0 •301410 .�o • ��
dOdd M M , 1• 'IS OZZ I Le o S•1 m
1 ('du o
vi,,„,„Alig ,.. 1 , , • •
..*.
� J71 i lei�- ir- —
az' N
V1 N / C 1> p7.<.\ A CO
� + .�G )0 41 O41NaD 1SI3 p � tk
le 4t,, X''' t2 inD
r �v
9Nn0 ••iSIX3 ro 'O�l,Z ,,, ,0 0. L 1- -----\ Nill C)9'
i
,
I ,
NOTES.-
21F7LEGEND
T PO
ST
DRIVEN
.ALL CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM WITH THE
STANDARDS AND SPECIFICATIONS OF THE CITY OF COLLEGE STATION. IR IRON ROD 1/2
0-�
T
;
q
I
2 IT SHALL BE THE RESPONSIBILITY OF CONTRACTOR TO FIELD VERIFY
THE P IRON PIPE
RF
2
2»
RE NF. BAREXACT:DEPTH &-LOCATION OF ALL EXISTINGUNDERGROUND UTILITIES., PRIOR i0 CM _ CONCRETE MARKER F. -
S
9/
�
PER HAY `BALE
F
MOC MARK ON CONCRETE
_ COMMENCING ANY WORK. ALL EXISTING UTILITY LOCATION H H - •
! S. S OWN ERE ARE : k.
_
_ �.
_ APPROXIMATE. THE CONTRACTOR' SHALL PROTECT ALL UNDERGROUND UTILITIES
J
_
I
AFFECTING THIS PROJECT.F . HAY
FOUND BALE _
SET
SEDIMENT CONTROL
3. FP FENCE POST
DMEN CO OL
� THE CONTRACTOR SHALL NOTIFY ALL UTILITIES AT LEAST 2 DAYS PRIOR. - -C
-j
w
FABRIC
CTO START_ OF CONSTRUCTION: FC FENCE CORNER SITE
ROW = RIGHT OF -WAY
COLLEGE STATION WATER AND SEWER 764-3638 c
BB - BACK TO BACK OF CURB ;
TI - 4- Q`
COLLEGE STATION ELECTRICAL 76 3638 BL _ BUILDING LINE
0.33'
TX
Q
! U GAS 77.5-1624 PUE =PUBLIC UTILITY EASMT. FLOW
,
VERIZON SOUTHWEST - 321-4303F_ASEM NT f _- ELECTRICAL "- N O
E E �\� �1 2
I COX COMMUNICATIONS - 776-776 DE = DRAINAGE EASEMENT
6 -�
AE `= ACCESS .EASEMENT
:. DIG TESS - 1-800.-344-3877 _
PAE PARKING/ACCESS EASMT.
4; ALL LINEAR DIMENSIONS ARE IN FEET UNLESS .OTHERWISE NOTED = I
EM ELECTRIC METER
5. ALL CALLS ARE MEASURED CALLS. TOTAL AREA = 0.4638 ACRE. O 1
ET = ELECTRIC TRANSFORMER � �, 2 I .67
i 6. BEARING BASE IS PLAT IN 1006/155 AND BASE LINE IS NOTED WITH **, E ELECTRICAL
- PP POWER POLE7. TEMP. BLANKET PUE IN 2918/320 AFFECTS THIS PROPERTY.
8. COMMITMENT REF: UTC GF # 23584 LP = LIGHT POLE
9. THIS PROPERTY DOES - NOT LIE WITHIN AN IDENTIFIED 100 -YR FLOOD PLAIN MH . = MANHOLEQ' 0�
ACCORDING TO FEMA MAP No. 48041C 01820,' DATED JULY 2, 1992. CO = CLEAN OUT PRIMARY
r
BM
10. SITE BENCHMARK IS 60D NAIL IN POWER POLE, ELEV. 268.23 FT NGVD.: W = WATER SILT FENCING
PRIMARY BENCHMARK IS SQUARE CUT ON TOP OF CURB AT S.E.
WM -WATER METER
WV = WATER VALVE
CORNER OF LONGMIRE DR. & BROTHERS BLVD., ELEV. 279.02 FT NGVD. SS =SANITARY SEWER D�' �, NOT TO SCALE ��
11. IRRIGATION SHALL BE BY SPRINKLER WITH A SEPARATE METER. DESIGN AND FH = FIRE HYDRANT
I CONSTRUCTION BY OTHERS . SHALL BE APPROVED PRIOR TO C.O. GM = GAS METER
12, BACKFILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 90% OF 'MAXIMUM TB = TELEPHONE PEDESTAL •A/� 00, oQe�
DENSITY AS DETERMINED BY ASTM D 698 IN OPEN AREAS AND 95% UNDER AC CABLE TV yJ VICINITY
i AC AIR 'CONDITIONER V I C I N I TT Y MAP
-� - NOT I O SCALE
PAVEMENT AND STRUCTURES. OH OVERHANG "��
13. THE CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF ANY CONSTRUCTION EOP - EDGE OF PAVEMENT DK / O�
/L
i CHANGES .IN ORDER TO PREPARE "AS -BUILT DRAWINGS" WHICH SHALL BE BOC = BACK OF CURB
SUBMITTED TO THE CITY WITHIN 30 DAYS OF COMPLETION. -OF _ CONSTRUCTION. PE = PEDESTRIAN ACCESS�C-1
� /
14. ALL CURBS ALONG THE EDGES OF ALL PAVED AREAS SHALL BE STAND UP CURBS. { M) _ MEASURED 0, ZONING
15. ALL ISLAND RADII ARE 4.5 BACK OF CURB UNLESS SHOWN OTHERWISE. { R) = RECORDED
16. SEPARATION BETWEEN NEW SHRUBS SHALL BE 3' MAX. Q
f 17. THE CONTRACTOR SHALL KEEP A COPY OF THE CITY OF COLLEGE STATION
CONSTRUCTION :DETAILS. ON SITE AT ALL TIMES. \ "X" MOC /
18. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE GEOTECHNICAL ENGINEERING N/F
SERVICES. LEON SEVCIK
19. LOCATION OF WATER AND SANITARY SEWER SERVICE LINES WILL BE ` FINALIZED
AT BUILDING PERMIT TIME. THERE SHALL BE 3 WATER METERS INSTALLED, ONE ��� 1602/266
OF WHICH SHALL BE FOR LANDSCAPE 'IRRIGATION.00
285 S '�
I 20. THE CONTRACTOR SHALL COORDINATE ALL PROPOSED WORK AND PROCEDURES
N cph
WITH THE CITY OF COLLEGE STATION. N^����
- 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION L_AYOUT
AND
SURVEYING SERVICES.
v
i 22. FINAL LOCATION, AND CONSTRUCTION OF MAIL BOX SHALL BE APPROVED BY
CITY AND U.S. POSTAL SERVICE PRIOR TO CO.
I
:
23. SOLID WASTE COLLECTION WILL 8E HANDLED* BY ROLL -OFF CONTAINER TO BE o��P��
,
PLACED FOR PICK UP IN FRONT OF BUILDING. ��` c°oQ�F4
C_1 00
�.
ZONING
i 1/2" of �J �? C RBE 2�0•
IRF /
/ N \ .°. ?'�++?s? 0.5 4.9'x10' /
I I . /
0.7561 ACR. \ 2 \' , F �NME �N
/ � \ -ti�s � j o• ,�0�`?°+`• �'SITE
284.3 BM
tK
50% 284.40J
SCALE
a 790 S.F. a G YINC ;
2 0'
5 N
1 24-0
1-9 azp 0.76 AC
1 Vi�QPOJ a \ ��� \ �? \ 285.4
\ 2,46/0 S.F.
\8
N 0
P 26 `r
/ _ \ 9 GoHOP
�P���o ^ �p \15280 S.F. \ �' ° 0 284 FHIST.
O Q 9 ,*
4v 11 \10 F.F. \ ty o NSF
Q �° \ .��, 4.107 S.F. / so 285.Ej;
/ o + s FIRST FEDERAL
co 2 R - B ° / ° / ��'` SAVINGS & LOAN
WV 12 ( . / F:F. / o M 1940/033
IRs» 13 0.A�638 ACR. -285.2 286.0 ��� / / o /
FLUME 14 XI T.
..... G ON G
IRFS \• -0
2.250 S.F. h
\. : FUTURE Q ��j, /
OO�To g f v ADDITION 5 N� / Cf / S Q
#4 REBAR X 12" OC ` 287.5RfRp�rfD U F.F.
BOTH WAYS y . . 7 E
18 p
N/F �... °.. 6 /� 286.5 \ 0 5 / SQ 4,
4 0• n a op
I Q. a U.S. POSTAL SERVICE S CoA �t O�. �yb ue %\
d 895/64917* 19
Oma,
- . 18LANDSCAPING ANALYSIS .
. �
o
6" CONCRETE SLAB d LANDSCAPING PTS.RE UIRLU 6.
o
_ .287.5+ � .-.-. �,-• 3-'�a�} J� ,\', �f \ JF. ,\r�, #4 BAR (TYP)-._.. _ .
d; TOTAL AREA 20,200 S.F.G ONING p,
cl
4'X1 1-
LANDSCAPING (20:200/1000)X30:': 600 PNTS 6' \
-!
�'� • �O . � � S�. .� '� I,
Q
C_ ' PA VAtE o� `� �i /M
LANDSCAPING PROVIDED
d ZONING
^� A �• Q
RED OAK, 2.1' CAL., 3X150 450
Ff • • /'EXIST. 5 \ 3.43 AC -•.`; .'� 2'
(QUERCUS SHUMARDII) s.'. WM' / a, °a '•. C�
o TREE YAUPON, 1.25" CAL., 4X40 160 3 c \ RESERVED. FOR FUTURE SUBDIVISION
° I,.• ,`;•. CURBING CONCRETE PAVEMENT
c • n (ILEX VOMITORIA) ��ti 94 \ S- � a;.
c 1/2" / / t`o.fi�s =
TOTAL POINTS PROVIDED 610 SOUTHWOOD VALLEY ti�F �O� IRS
a
sECTIoN 19 ti `� / �g f t 7.' NOT TO SCALE
PARKING LOT SURFACE 910/583 \ /
NOT TO SCALE
/ v N/F
FIRST FEDERAL �C
SEAL WITH JOINT MATERIAL $MPOTH DOWEL ,PAR PARKING ANALYSIS !
5f 8' m X 18 O.C. EXIST.,0 SAVINGS & LOAN �? •
1/4" R 374.. (C ATED W/HEAVY GREASE)
WM 1940/033 7f
�" INSPECTION STATION SHOP .* I?J ,�-
NON-EXTRUDING FILLER METAL CAP, INSIDE DIAMETER
TO BE 1/16" GREATER THAN
DIAMETER OF DOWEL BAR
TYPE "G„ .
EXPANSION & CONSTRUCTION JOINT
TO BE SPACED AT 80' INTERVALS &ALL RADIUS POINTS, P.C.'S,
P.T.'S, & OPPOSITE P:1.'S, & ON ALL HORIZONTAL
& VERTICAL CURVES
I
1 /8" R SEAL WITH JOINT MATERIAL
--L T = 6"
1,280 S.F.
INSPECTION STATION, OFFICE 220 S.F. ( t
OTHER RETAIL SPACE 2,250 S.F.---- -"
PARKING SPACES REQUIRED:
WV
(1,280/100)+(220+2,250)/250 = 22.6 SPACES
PARKING SPACES PROVIDED:
STATION BAYS 4 SPACES !
OTHER SPACES (1 HANDICAP) 19 SPACES4 U-1 k5 TI CKER
TOTAL SPACES PROVIDED 23 SPACES✓/
EXIST.
FH
SITE PLAN D RA INA E PLAN
0.4038 ACRE MAR 2 6 2003-
i I
METAL KEYWAY PLATE DEFORMED TIEBARS
#4 X 18",- 24, ' O.C.
TYPE D -_
PEANNERS, A I11TI)O EIV GINEEI-� c' ANDLONGfTUDINAL JOINT INi.�,
I
LONGITUDINAL T H
D NAL JOIN 5 SHALL BE REOUIREO ONLY ON THE
CENTERLINE OF
HE PAVEMENT
& IN INTERSECTIONS
As DETAILED 833 SOUTH T BRYAN -TEXAS 77 979,-846-8868
3 EXAS AVE., SUITE 21`3 80.2
I
OWNER/DEVELOPER:
2144 HARVEY MITCHELL PKWY
DATE: MARCH 25, 2003
PROJECT
MIKE 'TOMCHESSON &APPROVED
ALBERT GONTER
LOT 2R --J33 BLOCK � 4 C
$Y: CG
4-- Q'3
c/o DOMINION CONSTRUCTION
r'
SOUTHWOOD VALLEY SECTION 19
REVISIONS:
SHEETTBRYAN
2700-A WILDFLOWER
>TX 77802
_ ,
VOL. 5_ _ _ �.PG.
O. R. .
777-4675
COLLEGE STATION., �, BRAZOS COUNTY TEXAS
1 of 1
1mow
L�cjukt>