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Xe, the uneartigned, Goners elf ths IARS shsfia sfi thio plat, end
designated herein es Pesubivision of Lot No, 14, Block No. 3 of
COLLEGE HILLS ESTATES, College Station, Texas, end whose names
• are bscribed hereto, hereby dedicate to the use of the du:alio
forever ell easements thereon choler% For the purposes and
consideretione therein expressed.
' .41.14L41A- 1' _....!.. .k.4.4...ti-..42.......e.1.4..-.4,..(-4,4:—. ---
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STATE CF TEAL 0 UM REUunuto / - c-7/
COUNTY OF BSAZOS 0
BEFORE ME, the undersigned, a Notary Public in end for said . 1
county end state on this day personally appeared
Ilert,trt J. wifcnX and Tarig's Ann Wljtgx
known to me to be the personswhose names are subscribed to the
foregoing Instrument, end acknowledged to me that they executed
the acme for the purpoves and consideration therein expressed.
GIVEN uhoEn MY HANG ANO SEAL OF OFFICE THIS 30th day ofSept,1976.
. ,11.7..ED C-ofi filiC,OR13 z
,L..,,,,9 ,-W>
....... Notary Public in and ar Brazos County ,,,
, Taxes — ,
STATE OF TEXAS 0 I i 5.1?,3 FRANK corastn E.'
COUNTY OF EAAZOS LIE naaniaLa 10-s74 - yw,x•ww.-,Par-le.s,'4.d'
I, Frank Soriaaio, County Clerk in end For acid County, do hereby
certify that this plat together with its certificates of author,-
tication wee filed for record in my office the 'day of
1976, in the Coed Records of Breton County in
Volume , Page .
i
i
County Clerk, Brei-os County, Texas
41 .
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Vicinity Map
GENERAL. SURVEYOR NOTES:
1. ORIGIN OF BARING SYSTEM The bearing system shown
hereon is based on the horizontal position of found
monuments marked "CM" for the 0.018 acre State of Texas
R.O.W. Tract recorded in Volume 2601, Page 328 Official
Records of Brazos County, Texas.
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GALVANIZED WIRE, TWISTED
(THREE GUYS PER.TREE,
SPREAD 920' APART)
WRAPPING MATERIAL'
REINFORCED RUBBER HOSE PLANTING SOIL, MIXTURE
3" TURN BUCKLE STAKES: NON—CORROSIVE
2" MULCH METALLICGROUND
ANCHORS, TOP OF STAKES
FLUSH WITH ♦ GRADE,
BERM ggqq yy�� TT FINISH GRADE
OFOBURI.Ab •Tl1RNJOBAC�
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MIAEETER O�U TNET ROOT SALL
SUBSOIL BROKEN WITH PICK
DETAIL 'SEE PLANTING
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PLANTING SOIL MI�XTTUREqq��
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6" MIN.1, L — ggHH ��gg� Eg TT• qq Eg
UTARMETERTOFQ HAk ROOiXBU
SUBSOIL BROKEN WITH PICK-
PLANTINGS3
DETAIL SHRUB PLANTING
N.T.B.
FRONTAGE ROAD
• _ - -
1 7, _. --�.. G ? :1.,4�C lb _ - -- Jfit.lj _ -:+��� i g2DY }�/ `/
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-------- __--- __ r...__ ._ _..._--------- —
SITE PLAN
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REVIEWED FOR
COMPLIANCE
DEC 1 4 2005
COLLEGE 61 A'i 1UN
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Raising Cane's
Store #xx
1046 Texas Avenue
College Station, Texas
Prototype 213
Professional of Record:
FOR REVIEW
Revisions:
# I Date Description
Sheet Title:
.PLANTING PLAN
Date: Sept 2,2005
Project Number: 250033.00
Drawn By, CCC
Sheet Number:
Ll v0-
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SITE PLAN
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REVIEWED FOR
COMPLIANCE
DEC 1 4 2005
COLLEGE 61 A'i 1UN
aEi LO NT S VI CES
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Raising Cane's
Store #xx
1046 Texas Avenue
College Station, Texas
Prototype 213
Professional of Record:
FOR REVIEW
Revisions:
# I Date Description
Sheet Title:
.PLANTING PLAN
Date: Sept 2,2005
Project Number: 250033.00
Drawn By, CCC
Sheet Number:
Ll v0-
05 M
IZjt2[oS"
1 JN
GENERAL CONTRACTOR TO FINE GRADE "GREEN AREAS" '
WITHIN ±0.10 FOOT OF DESIRED GRADE PRIOR TO LANDSCAPE
INSTALLATION. GENERAL CONTRACTOR TO COORDINATE '
WITH LANDSCAPE CONTRACTOR REGARDING PLANT BEDS AND i ZONED R-6 Lot 5 Lot 6
SODDED AREAS. , Lot 3i ZONED R-6 ( ZONED R-6 ZONED R-6
' Now or Formerly Now or Formerly , Now or Formerly Now or Formerly ,
2. IF OUT OF LANDSCAPED AREA, BACKFILL SHALL BE 0.10' BELOW ( Flo-Shep Intrests, Ltd. Paul Martinez Dortheo Robinson JB Payne
4" TOP OF CURB. ' V°l. Vol..73703,9Pg.210-151 8 30 ( Vol. 2192, Pg. 121
_o,
3" 2 i ( TRASH Block 3 '
APPROX LOCATION College Hills Estates
ENCLOSURE
EXIST NATURAL GAS �l vole 96, Pg • 498
M I ; 'I 12 Alley (per lot 96/49
-- _ - . o: � METER --F�- I J -------------------------- I--------------------------------�---
r L-
--WA-
- Y (P- p)
1 1" BACKFILL FROM ----- --- _ . _[rn- • - • -t n.- . _ . -2wA- • - _ µ _ _:µ_ _ -
" _ - . .. wn- _ -t rA- - --: wA_ _ _9 rA- -•-: RIG-
"
TOP OF CURB W - - •I ®3 1 SLOPE W _ • - • -,-A- . _ . ►,wA_ . _ . _trA- • - . _,►A- • -_ -,rA- • A- • -_�- tB w P Power Pole t _ /Power Pole" Gas _�Ma Po er ole (CUT OR FILL) Power Pole IIPower Pole. r, � [gyp y�7��� a -esA-• -eyt-• -eeA-' a Lr./� _sYG-.• ..'�['A eA -4 9� ( .'J I.1.1 "6L„�[Lt=eiA-=6V�-�`A"•-^ OLS-'.-seA`[--[ 4 a . ` 12 12" 12"tVA IAL GAS�[-
„•;SERVICE Wood fence O- I /
a .� > NOTE: .. •••. •�
° CONCRETE CURB `
REINFORCING STEEL BARS FOR C Gross M N 4
#4 REBAR SHOWING DIMENSIONS AND .SPACING OF #4 DEFORMED Area
RE: BAR DETAIL 27.of \ °
0' ( ® k 3
t'.... • 00 Asphalt /
BAR DETAIL „;',.' .:; 20, bon 0 31.0 ZO ED C- 6 Pavement/
20'R 'O
" - - -- - -
.,:, - .:: LINE' :(.TYP.):., '•.: ':; 8 SPA ®9'-0" = 72 0' \ c Y 10.
INTEGRAL CONCRETE CURB 4" THICK YELLOW
_ •8,
ee-
N.T.S. ~ : ' 20, R epi
LINE (TYP) PROP BURIED CO//e e %// Estates Por6ang H ° M 1 /
0 ::. g
Resubdivision Plat / LEGEND OF EXISTING FACILITIES
LOt >5R 6 SPA 0 9'-�0" = 54.0' _'_
_ ' • ) V
j 6" PVC SDR26 10'R
18,> LAP �9 ,I_ _ p -e., VOL. VOLUME
•• ` d PG. PAGE
SAN SWR 0 1.0% 'a, rl W.L.E. WATER LINE EASEMENT
_ • •-
PAVEMENT 7•�- i ` / U.E. UTILITY EASEMENT
THICKNESS VARIES
a
z. 'a
c
1- 2" CLEAR
CONSTRUCTION JOINT NO. 3 BARS 0 15" O.C.E.W.
CONSTRUCTION JOINT
N.T.S.
SAWCUT OR PERFORMED STRIP 7/16"
FILL W/ JOINT SEALANT
(LIGHT GRAY TO MATCH PAVING)
d.
c
w
PROP 2" PVC SCH40-\
WATERLINE
3.3'
Revised Plat of
College Hills Estates
Shopping tr/loge
a vol. 702, Pg. 93
- Block 3
ZONED C-1
2" CLEAR Lots 1 thru 9
" Now or Formerly
-NO. 3 BARS 0 15 O.C.E.W. Joseph Fontana
Vol. 285, Pg. 285
CO JOINT
INT - -
. N.T.S.
3/4" DIA. x 18" SMOOTH
DOWELS AT 18" CENTERS
EXPANSION SLEEVE -�
r
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CL
6" CONC CUR'.
f�■
JOINT SEALER
(LIGHT GRAY TO MATCH PAVING)
" N
3/4" REDWOOD BOARD
EXPANSION JOINT
L-•• 2" CLEAR
NO. 3 BARS @ 15" O.C.E.W.
EXPANSION JOINT
N.T.S.
6' 6"
4'-0" 27'-0'
6"0 BOLLARD HOSE BIB (INSULATED)
6-
6" CURB (TY') F SECURE AS REQ'D.
12' yd V
-0' W-0' 4'-0' 6'-0'
8" INLET REF:
UTILITY PLAN C 10'-0'
� m
SLOPE TO DRAIN v
REF: GRADING PLAN [
W
Q�
CL�AR MIN. CLEAR MIN.
2-1
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NOTE: PAINT EXT. OF ENCLOSURE TO MATCH STUCCO FINISH
ALL HARDWARE APPROVED BY OWNER
PLAN
v.1=60t.31
L11
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PROP
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2.0' . 12.0' F.F.
1
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N 4 '41 '57" W - 7517 �' X
GREASE TRAP 4 THICK °LOV�i
Asphalt `
REF. MEP LINE /
�
Pavement �` X
10'x12'
Portable
Bldg.
5
n m
• • � 3.3'
R
90 LF 6jPVC SDR26
SAN WR 0 1.07.
¢ bO'
�
.
1045 e as Avenue buth o a
Elev.=601.75 Single for mmercial S& ilding
43f 8 s uore fee
1 5
fi 60.3 �
LEAN
10'R I 10'R L,)OUT i
"I FIRE TRUCK(CYCLE PARKING
ACCESS POIN �
LENGTH OF P LLQ N , University
I TO BLDG. 150 6 SPA 0-- 0" 554.0' ; Flowers
I LENGTH OF P LL; -----
----------------- -r- '
ATO FH 150' -----,-------- Covered
i
y le i Canopy Mood eck
6.5' m Are
° t --- - --
--- -------------------
OnG� to
Concrete R -- - --��R N 45 LF 6" PVC SDR26
Y SAN SWR 0 1.0% a
Parking / c} ¢ c '
Pmm 0 Bu 6
O �' w j
18'iness Sig a
Steel C lumn
t d
State of Texas EXIST FIRE HYDRANT o
o ac SEE FLOW TEST DATA
-y 60 0.018 Acre R.O.W. Tr t o
�'.37.'R•.:..:. •,.,; •• mEley.- Voi, 2601, Pg 3 •- _-_ ------------_ _
SIN N 28 -----_---------- - -
College Hills Estotes ,
Resubdivision Plot '
vol, 96, Pg. 498
,
Lot 14R
N
ZO ED C-1
Now or Formerly
Jimmie Walston
Vol. 1685, Pg. 257 '
ELEC
POWER POLE
j
OHP
OVERHEAD POWER
SQUARE CUT ON TOP OF INLET DIRECTLY SOUTHWEST OF
GLM
GAS LINE MARKER
- PROP SANITARY SEWER
GM
,OP
N 0 TE S
TJB
TELEPHONE JUNCTION BOX
Store:
FH
FIRE HYDRANT
surface There may exist additional underground utilities
WV
WATER VALVE
PROP STORM SEWER
- -
UNDERGROUND TELEPHONE
private irrigation lines or other utilities unknown to surveyor.
-w-
UNDERGROUND WATER
1045 Texas Avenue
SSMH
SANITARY SEWER MANHOLE
I
■aLI0�"
STORM MANHOLE
Building
published by the Federal Emergency Management Agency, dated July
2, 1992, the surveyed property shown hereon does not lie within
Prototype 20
any special flood hazard area. (Revised FEMA Flood Insurance Rate
" PROP GAS LINE
Maps are now available to the public, but these revised maps have
IN SERVICE, INSTALL BACKFLOW
Professional of Record:
areas and limits may be different on these maps, as compared to
the current official FIRM referenced herein.)
�.ED
•-
OF
3. All boundary information shown hereon based on the ALTA/ACSMT£igS�
P
-CK
,
Engineering/Surveying, certified August 25, 2005.
FINISHED GRADE
'
•��+I�l�►t�'�I
STATIC PSI: 90
E� t=
01
I •
N 4 '41 '57" W - 7517 �' X
GREASE TRAP 4 THICK °LOV�i
Asphalt `
REF. MEP LINE /
�
Pavement �` X
10'x12'
Portable
Bldg.
5
n m
• • � 3.3'
R
90 LF 6jPVC SDR26
SAN WR 0 1.07.
¢ bO'
�
.
1045 e as Avenue buth o a
Elev.=601.75 Single for mmercial S& ilding
43f 8 s uore fee
1 5
fi 60.3 �
LEAN
10'R I 10'R L,)OUT i
"I FIRE TRUCK(CYCLE PARKING
ACCESS POIN �
LENGTH OF P LLQ N , University
I TO BLDG. 150 6 SPA 0-- 0" 554.0' ; Flowers
I LENGTH OF P LL; -----
----------------- -r- '
ATO FH 150' -----,-------- Covered
i
y le i Canopy Mood eck
6.5' m Are
° t --- - --
--- -------------------
OnG� to
Concrete R -- - --��R N 45 LF 6" PVC SDR26
Y SAN SWR 0 1.0% a
Parking / c} ¢ c '
Pmm 0 Bu 6
O �' w j
18'iness Sig a
Steel C lumn
t d
State of Texas EXIST FIRE HYDRANT o
o ac SEE FLOW TEST DATA
-y 60 0.018 Acre R.O.W. Tr t o
�'.37.'R•.:..:. •,.,; •• mEley.- Voi, 2601, Pg 3 •- _-_ ------------_ _
SIN N 28 -----_---------- - -
College Hills Estotes ,
Resubdivision Plot '
vol, 96, Pg. 498
,
Lot 14R
N
ZO ED C-1
Now or Formerly
Jimmie Walston
Vol. 1685, Pg. 257 '
Lot 13
ZONED C-1
Now or Formerly
Brushy Haven Inc.
Vol. 4618, Pg. 114
00
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VICINITY MAP
PP
POWER POLE
j
OHP
OVERHEAD POWER
SQUARE CUT ON TOP OF INLET DIRECTLY SOUTHWEST OF
GLM
GAS LINE MARKER
- PROP SANITARY SEWER
GM
GAS METER
N 0 TE S
TJB
TELEPHONE JUNCTION BOX
Store:
FH
FIRE HYDRANT
surface There may exist additional underground utilities
WV
WATER VALVE
PROP STORM SEWER
- -
UNDERGROUND TELEPHONE
private irrigation lines or other utilities unknown to surveyor.
-w-
UNDERGROUND WATER
1045 Texas Avenue
SSMH
SANITARY SEWER MANHOLE
I
STMH
STORM MANHOLE
Building
published by the Federal Emergency Management Agency, dated July
2, 1992, the surveyed property shown hereon does not lie within
Prototype 20
any special flood hazard area. (Revised FEMA Flood Insurance Rate
" PROP GAS LINE
Maps are now available to the public, but these revised maps have
Lot 13
ZONED C-1
Now or Formerly
Brushy Haven Inc.
Vol. 4618, Pg. 114
00
0
00
0
I`
0
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CM
M
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LO
0 CZ N
CD
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QCDC:)
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Imo.
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VICINITY MAP
Q- W
NGT 7D SCALE
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PROJECT BENCHMARK:
ti
LO
-
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SQUARE CUT ON TOP OF INLET DIRECTLY SOUTHWEST OF
•
PROJECT SITE ALONG HIGHWAY 6 FRONTAGE ROAD.
- PROP SANITARY SEWER
ELEVATION = 600.00' (ASSUMED)
/
N 0 TE S
LINE & CLEAN OUT
1. Underground utilities shown on this survey are shown based on
Store:
available public construction plans and/or field ties to existing
features.
Raising Cane's
surface There may exist additional underground utilities
R.O.W. Width Varies
not shown on the survey, e.g. telephone lines and conduits,
PROP STORM SEWER
electrical lines and conduits, cable T.V. lines, private pipelines,
Store ##3on
private irrigation lines or other utilities unknown to surveyor.
8
Contractor of any project design on the basis of this survey is
hereby instructed to call DIG TESS One -Call Notification Center at
1045 Texas Avenue
1-800-344-8377 for verification of existing utilities in any area of
PROP WATERLINE
excavation or boring alignments prior to any construction start.
College Station, Texas
2. According to Flood Insurance Rate Map No. 480441 CO144 C,
=
published by the Federal Emergency Management Agency, dated July
2, 1992, the surveyed property shown hereon does not lie within
Prototype 20
any special flood hazard area. (Revised FEMA Flood Insurance Rate
" PROP GAS LINE
Maps are now available to the public, but these revised maps have
IN SERVICE, INSTALL BACKFLOW
Professional of Record:
not been officially released, pending local approvals. Flood hazard
areas and limits may be different on these maps, as compared to
the current official FIRM referenced herein.)
>>
PILOT READING: 65
OF
3. All boundary information shown hereon based on the ALTA/ACSMT£igS�
P
Land Title Survey prepared by McClure & Brown
*,: >>
Engineering/Surveying, certified August 25, 2005.
FINISHED GRADE
LEGEND OF
PROPOSED FACILITIES
CONSTRUC110N TYPE
TOTAL SITE AREA 39073.3 SQ. FT. (.897 AC)
------------------
CONSTRUCTION CLASS TYPE V-A
•
.-
- PROP SANITARY SEWER
EFFECTIVE AREA = 3,530 SQ. FT.
/
l it I
LINE & CLEAN OUT
FLOW DURATION = 2 HOURS
EXISTING PERVIOUS = 4032 SQ. FT.
PROP 1" IRRIGATION METER WITH BOX,
3530 SF/100= 35.3 SPACES
FIRE FLOW REQUIRED = 1,500 GPM
R.O.W. Width Varies
PROVISION FOR OWNER PROVIDEDREQUIRED
PROP STORM SEWER
A = 0.89 acres
PROPOSED IMPERVIOUS = 30076 SQ. FT.
Pao LACK.
LINE, & INLETS
FLOW TEST DATA
PROPOSED PERVIOUS = 8997.3 SQ. FT.
APPROVED LATCH''
_ 1x6 ROUGH CEDAR (TREATED)
PROP WATERLINE
I = b (d + Tc) ^ e
= 84.14 %(17.8 + 10.0) " 0.7881
FOR METER INSTALLATION, TAP FEES
SECURED AS REQUIRED
=
_ NOZZLE SIZE: 2.5 INCH
IN IMPERVIOUS AREA OF 4965.3 SQ. FT. CONSTITUTING
AND CONSTRUCTION REQUIREMENTS
" PROP GAS LINE
LOCATION: 1049 TEXAS 'AVE
IN SERVICE, INSTALL BACKFLOW
- GALV. LOCKING PINS L SLEEVE
POSFORTS. STEEL SLEEVES
MINIMUM WATER DEMAND: 36.5 GPM FIXTURES WITH A 50% USAGE FACTOR)
HYDRANT NO: C-066
PREVENTER AND COORDINATE WITH
PROP UNDERGROUND
PILOT READING: 65
ELECTRICAL
GPM: 1350
FG
FINISHED GRADE
STATIC HYDRANT NUMBER: C-067
STATIC PSI: 90
FIL
FLOW LINE
RESIDUAL PSI: 88
G
GUTTER
TG
TOP OF GRATE
NOZZLE SIZE: 2.5 INCH
LOCATION: 1049 TEXAS AVE
TC
TOP OF CURB
HYDRANT NO: C-038
R EF01-
TIP
TOP OF PAVEMENT
PILOGPMT 1350 READING: 65
COMPLIANCE
TW
TOP OF WALK
STATIC HYDRANT NUMBER: C-067
MEP
MATCH EXIST PAVEMENT
STATIC PSI: 90
RESIDUAL PSI: 89
DEC 1 4 200
' .
FIRE ACCESS LANE
TOTAL FLOW
COLLEGE STATION
ENGINEERING
TOTAL FLOW AVAILABLE:
HYDRANT C-036 + HYDRANT C-067
1,350 + 1,350 = 2,700
0.0112 Acre R.O.W. Tract ;: ::: I.0 U-) ---- GENERAL NOTES:
-
Vol. 2456, Pg. 216 ,. 0 0112 Acre R.O.W 0.0075 Acre R.O.W.
15713' Tract (2598/116)
-N '19'04" W - _ -- -- _ - (565/14) _ -
Tract 2
9 - _ � 5 49'34'57" E 191.13'
` _tw
DRIVEWAY PROP SAW CUT AT RIGHT �'..DJ2�G�1NA -• _.,�-.. .M-.._. _.._.WG-.._eN-.._eqG_-g+A-..-." A- - -" A- - -"�- - • -""" DRIVEWAY
eA •eF -
OF -WAY UNE EXISTING__[w "°A` - _ w w
-�rA- -'- CONTRACTOR TO LOCATE AND
u►A- _ _ urA_ _ _ frA_
CONCRETE APRON TOm : " CONNECT PROPOSED 6" SAN
REMAIN IN PLACE
Frontaq Road 180.0' SWR TO EXISTING SAN SWR TAP
75.0' AT RIGHT-OF-WAY LINE
DRIVEWAY;
Storm Drain Iniat�
10' Concrete Walkway /Project Benchmark
Assumed El. 600.00
FRI
Concrete
Pavement
1. ALL DIMENSIONS ARE TO FACE OF CURB, UNLESS NOTED OTHERWISE. ru rrn i i
2. CONTRACTOR TO VERIFY BUILDING AND PARKING LOT LAYOUT NTH ■
ARCHITECT PRIOR TO FORMING OF BUILDINGS, WALKS AND PARKING
LOT AREAS. Revisions:
3. REFER TO ARCHITECTURAL FLOOR PLAN (SHEET A1) FOR LOCATION
OF PIPE BOLLARDS AT BUILDING. VERIFY W/ OWNER. # Date Description
4. ALL CURB RADII ARE 3.0', UNLESS NOTED OTHERWISE.
5. ALL ROOF MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED
FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC
RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF SUBJECT LOT
MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING
SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE
TO MAINTAIN A UNIFIED APPEARANCE.
6. CURBS LOCATED ON EITHER SIDE OF A FIRE LANE SHALL BE PAINTED RED
OR A RED STRIPE SHALL BE PLACED ALONG THE PAVEMENT WHERE THERE
IS NO CURB. > WHERE A FIRE LANE PASSES BETWEEN HEAD IN PARKING
THE RED STRIPE SHOULD BE PLACED ALONG THE REM OF THESE
SPACES CLEARLY DEFINING THE FIRE LANE PAINTED CURBS AND FIRE LANE
STRIPES S LANE -TOW AWAY ZONE" IN WHITE LETTERS AT LEAST THREE Sheet Title:
(3) INCHES IN HALL ALSO BE CONSPICUOUSLY AND LEGIBLY
0 20 40 60 WARNING "FIREHEIGHT, AT INTERVALS NOT EXCEEDING (50) ET. ELEVATION Site Development
SCALE: 1" = 20' CERTIFICATE Plan
HINGE (TYP. OF 6 PER GATE)
(5 -YEAR STORM PER TxDOT PLANS DATED
TOTAL SITE AREA 39073.3 SQ. FT. (.897 AC)
------------------
-4' 'BOX (Storm Drain Sytem
-_--
6"0 BOLLARD
MY?)
-----------------------
l it I
Kiri
_.
State Highway No. 6 (Texas Avenue
EXISTING PERVIOUS = 4032 SQ. FT.
PROP 1" IRRIGATION METER WITH BOX,
3530 SF/100= 35.3 SPACES
R.O.W. Width Varies
PROVISION FOR OWNER PROVIDEDREQUIRED
AND BACKFLOW PREVENTER. COORDINATE
A = 0.89 acres
PROPOSED IMPERVIOUS = 30076 SQ. FT.
Pao LACK.
TOTAL PARKING PROVIDED: 40 + 2 HC = 42 SPACES
WITH THE CITY OF COLLEGE STATION
PROPOSED PERVIOUS = 8997.3 SQ. FT.
APPROVED LATCH''
_ 1x6 ROUGH CEDAR (TREATED)
TYPICAL SIZE OF PARKING SPACE: 9x19.5
I = b (d + Tc) ^ e
= 84.14 %(17.8 + 10.0) " 0.7881
FOR METER INSTALLATION, TAP FEES
SECURED AS REQUIRED
EXISTING 1 1/2" WATER TO REMAIN
IN IMPERVIOUS AREA OF 4965.3 SQ. FT. CONSTITUTING
AND CONSTRUCTION REQUIREMENTS
WATER DEMANDS:
C = 0.90
IN SERVICE, INSTALL BACKFLOW
- GALV. LOCKING PINS L SLEEVE
POSFORTS. STEEL SLEEVES
MINIMUM WATER DEMAND: 36.5 GPM FIXTURES WITH A 50% USAGE FACTOR)
Q 0 CIA
x 0.89
PREVENTER AND COORDINATE WITH
MAXIMUM WATER DEMAND: 73 GPM (FIXTURES AT CONTINUOUS USE.)
_ 4.90 cfs .12
THE CITY OF COLLEGE STATION FOR
- CONCRETE FOOTINGS AS REQUIRED
FOR GATE POSTS, TYPICAL.
MAXIMUM SEWER: 3500 GPD (40 GAL/SEAT SAFETY FACTOR OF 1.2)
SERVICE
RUNOFF COMPUTA1101INIS:
1. ALL DIMENSIONS ARE TO FACE OF CURB, UNLESS NOTED OTHERWISE. ru rrn i i
2. CONTRACTOR TO VERIFY BUILDING AND PARKING LOT LAYOUT NTH ■
ARCHITECT PRIOR TO FORMING OF BUILDINGS, WALKS AND PARKING
LOT AREAS. Revisions:
3. REFER TO ARCHITECTURAL FLOOR PLAN (SHEET A1) FOR LOCATION
OF PIPE BOLLARDS AT BUILDING. VERIFY W/ OWNER. # Date Description
4. ALL CURB RADII ARE 3.0', UNLESS NOTED OTHERWISE.
5. ALL ROOF MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED
FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC
RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF SUBJECT LOT
MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING
SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE
TO MAINTAIN A UNIFIED APPEARANCE.
6. CURBS LOCATED ON EITHER SIDE OF A FIRE LANE SHALL BE PAINTED RED
OR A RED STRIPE SHALL BE PLACED ALONG THE PAVEMENT WHERE THERE
IS NO CURB. > WHERE A FIRE LANE PASSES BETWEEN HEAD IN PARKING
THE RED STRIPE SHOULD BE PLACED ALONG THE REM OF THESE
SPACES CLEARLY DEFINING THE FIRE LANE PAINTED CURBS AND FIRE LANE
STRIPES S LANE -TOW AWAY ZONE" IN WHITE LETTERS AT LEAST THREE Sheet Title:
(3) INCHES IN HALL ALSO BE CONSPICUOUSLY AND LEGIBLY
0 20 40 60 WARNING "FIREHEIGHT, AT INTERVALS NOT EXCEEDING (50) ET. ELEVATION Site Development
SCALE: 1" = 20' CERTIFICATE Plan
HINGE (TYP. OF 6 PER GATE)
(5 -YEAR STORM PER TxDOT PLANS DATED
TOTAL SITE AREA 39073.3 SQ. FT. (.897 AC)
PARKING ANALYSIS
3-23-1995)
EXISTING IMPERVIOUS = 35041.3 SQ. FT.
SCHEDULE 40 GALV. FENCE POST
REQUIRED PARKING: 1 SPACE PER 100 GFA
EXISTING SHEET DRAIN TO FRONTAGE ROAD:
EXISTING PERVIOUS = 4032 SQ. FT.
AND TREATED WOOD FENCE SLATS.
PROVIDE GATE LOCKING PINS WITH
3530 SF/100= 35.3 SPACES
PROVISION FOR OWNER PROVIDEDREQUIRED
HANDICAP PARKING: 2 SPACES
A = 0.89 acres
PROPOSED IMPERVIOUS = 30076 SQ. FT.
Pao LACK.
TOTAL PARKING PROVIDED: 40 + 2 HC = 42 SPACES
Tc = 10 minutes
PROPOSED PERVIOUS = 8997.3 SQ. FT.
APPROVED LATCH''
_ 1x6 ROUGH CEDAR (TREATED)
TYPICAL SIZE OF PARKING SPACE: 9x19.5
I = b (d + Tc) ^ e
= 84.14 %(17.8 + 10.0) " 0.7881
PROPOSED IMPROVEMENTS RESULT IN A DECREASE
SECURED AS REQUIRED
= 6.12 in/hr
IN IMPERVIOUS AREA OF 4965.3 SQ. FT. CONSTITUTING
WATER DEMANDS:
C = 0.90
NO INCREASE IN STORM WATER RUNOFF.
- GALV. LOCKING PINS L SLEEVE
POSFORTS. STEEL SLEEVES
MINIMUM WATER DEMAND: 36.5 GPM FIXTURES WITH A 50% USAGE FACTOR)
Q 0 CIA
x 0.89
PINSROVIDE
MAXIMUM WATER DEMAND: 73 GPM (FIXTURES AT CONTINUOUS USE.)
_ 4.90 cfs .12
AVERAGE WATER DEMAND: 51 GPM (70% USAGE FACTOR OF ALL FIXTURES)
- CONCRETE FOOTINGS AS REQUIRED
FOR GATE POSTS, TYPICAL.
MAXIMUM SEWER: 3500 GPD (40 GAL/SEAT SAFETY FACTOR OF 1.2)
EXISTING OUTFALL RATE = 4.90 cfs
q
0 REQUIRES date: Oct. 28,2005
SITE DEVELOPMENT PLAN ®-r--I' 1
0 -.31 'rD;ect Number: 250033.00
SHOWING PAVING, AND UTILITIE
0.8 t r' raven By: CivilTech
TO SERVE A 39,073 SQ. FT. ( .�
TRACT BEING LOT 15R, BLOCK 3 -
DESCRIBED ON THE RESUBDIVISION PLAT OF Sheet Number:
LOT 14, BLOCK 3 COLLEGE HILLS ESTATES
-
VOL. 360, PAGE 145
11
RICHARD CARTER LEAGUE, A-8 �.
COLLEGE STATION, BRAZOS COUNTY, TEXAS1 REVI 1=
COMPLIANCE
DEC 1 4 2005 S.
COLLE'G'E STATION
DEVELOPMENT S VICES
GENERAL CONTRACTOR TO FINE GRADE "GREEN AREAS"
WITHIN ±0.10 FOOT OF DESIRED GRADE;PRIOR TO LANDSCAPE
INSTALLATION. GENERAL CONTRACTOR TO COORDINATE
WITH LANDSCAPE CONTRACTOR REGARDING PLANT BEDS AND
SODDED AREAS.
2. IF OUT OF LANDSCAPED AREA, BACKFILL SHALL BE 0.10' BELOW
20) 4." TOP OF CURB.
3» I-..---- 2-0"
as IZi M
r1 � J
1 1" ' BACKFILL FROM a ---
('� 4 TOP OF CURB I W o
0 3:1 SLOPE
d • . , • . - N (CUT OR FILL)
12 12 12"
> NOTE:
REINFORCING STEEL BARS FOR CONCRETE CURB
#4 REBAR SHOWING DIMENSIONS AND SPACING OF #4 DEFORMED
RE: BAR DETAIL
BAR DETAIL
INTEGRAL CONCRETE CURB 4" TH
N.T.S.
18" LAP
T(*) - PAVEMENT
THICKNESS VARIES
d
`� .4. 4 .
�- �. s-•-:
dt::
CONSTRUCTION JOINT
CONSTRUCTION JOINT
N.T.S.
SAWCUT OR PERFORMED STRIP
FILL W/ JOINT SEALANT -
(LIGHT GRAY TO MATCH PAVING)
K d.
f -
d
7/161t
3/4" DIA. x 18" SMOOTH
DOWELS AT 18" CENTERS
EXPANSION SLEEVE -\
1- 2" CLEAR
NO. 3 BARS 0 15" O.C.E.W.
I
i
' ZONED R-6 ; Lot 4 l Lot 5 Lot 6 i
Lot 3 i ZONED R-6 ( ZONED R-6 i ZONED R-6
' Now or Formerly Now or Formerly , Now or Formerly Now or Formerly ,
Flo-Shep Intrests, Ltd. Paul Martinez Dorthea Robinson i JB Payne
Vol. 3702, Pg. 321 8 330 Vol. 2192, Pg. 121 y `
Vol. 3703, Pg. 10-15
I TRASH Block 3
APPROX LOCATION ENCLOSURE ( College H///s Estates
EXIST NATURAL GAS 12' Alley (per plot 96 49
Vol. 96, Pg, 498 I __ _-__-__ Q_-__-__�--
METER ( Y (P p / ) __-_
--------------------I-----------
I-aµ- - . -'rA- --aaA- _a.A- . _ -ayt_ _ -9VA- - -1.A- - _aa'h- - -"'A-
I"
-1rA- -t.A- _1.A- - -arA_ _ _1.A- - . _ ' • _e , _..-OWL
Gas Meter Power Poie ower Pole Power Pole
Power Pole Power Pole w, a -OWL- -aµ_ Q ea,- • • _a,n-.. _a,,_ . µ Po �
_ • . _a'A- ..�e'�9' 3z8't58 °� _ '�32. .aA aA
_oeM1-• --*A-• -saA-. _aµ-• -°SA-• -OUL-• -aNt-. _ µ- sµ-• -eaA-.
a _-a--a__,-_ a•---- a--a-ar.--.-- c-a-��7T=-T�--�.rm.J•r.
NA R -Z GASB
SERVI E Wood fence �-El
\ Gross M N 4 d 0 \ J
•• !.• '
Area ( 27.0' I tZO 3 � � O Asphalt /
c 31.0' �6 Pavement/
04
THICK•° YELt.QC 3 CS
1K...... ..•.r•. 20'R
:..,. ::LINE' (TYP) • - - - - - -- ---- - -
;...
YELLOW 20'R g SPA ®9'-0 Yv= 72 0' 1
NE (TYP) PROP BURIED CO//e e ill Estates Parking ° ° 1
::0 :.. g 5
Resubdiision P/at 1 T� LEGEND OF EXISTING FACILITIES
Lot,15R 6 SPA 0 9'-0" = 54.0 = a ;�
=m 1 V
" a e� VOL. VOLUME
6 PVC SDR26 10'R O.$9 , s _ �,�• • . PG. PAGE
SAN SWR ®1.01 - F� �' ra•
W.L.E. WATER UNE EASEMENT
.' U.E. UTILITY EASEMENT
' - cd PP POWER POLE
OHP OVERHEAD POWER
0 / GLM GAS LINE MARKER
w on ete ( d :. GM GAS METER
e N cao� P OP El EC ar Ing :f`.'.. TJB TELEPHONE JUNCTION BOX
3 M S RVICE I �/ .. FH FIRE HYDRANT
C NNECTION WV WATER VALVE
y '� /V 4 °41 '57" W -- 75.17%` UNDERGROUND TELEPHONE
a m - M ' ` -W- UNDERGROUND WATER
C5 4" THICK `LOwL`/ ° ( SSMH SANITARY SEWER MANHOLE
GREASE TRAP
ave) REF. MEP STMH STORM MANHOLE
IV 2Q ¢ cn Ar Asphalt LINE
Building
" W o ¢ Pavement �` ��
PROP 2 PVC SCH40 v N v / ,
WATERLINE as PROP ED 1 -STORY a ' 1°'x12'
to Portable ,
Ile) R CK AND Bldg,
STU O �� /
3,5 0 SS S.F. m ,
ill •2.0' .1.Z.0'�•'•• .0 .. 3.3' /
3.3' .0' 2.0' 12.0' F.F. E EV. 602.50 `' - 90 LF 6 /PVC SDR26 '
SAN WR 0 1.09 Lot 13
Revised Plat of a '
�" •: ,• I ZONED C-1
College Hills Estates 602 �±' .., '. ' .
Shopping tillage Now or Former)
. ' vol. 102, Pg. 9.3
Block 3
ZONED C-1
2" CLEAR � 1045
Lots 1 thru 9 /W Elev.=601.75 Single
N0. 3 BARS 0 15" O. C.E. W. Now or Formerly
Joseph Fontana
Vol. 285, Pg. 285
LI ® '
� II
Avenue
1 5'
CONTRACTION JOINT 60.3
N.T.S.
i i 0'R
10'R - ; ,
'-1 FIRE TRUCK ICYCLE PARKING
ACCESS POIN
LENGTH OF P LL, N
JOINT SEALER
(LIGHT GRAY TO MATCH PAVING)
�,•
Lot 14R
TO BLDG. 150
] LENGTH OF P
' • . • ' ATO FH 150'
LL;
--
Now or Formerly
6 SPA 0 '-0" - 54.0'
,On
Fcr�
- -
T
-----'
io
- -
-r-------- J-
-
SCHEDULE 40 GALV. FENCE POST
.' ,
' I
Y
EXISTING PERVIOUS = 4032 SQ. FT.
AND TREATED WOOD FENCE SLATS.
PROVIDE GATE LOCKING PINS WITH
Coverepeck
canopy Wood
i
(W
•d '
_
REQUIRED HANDICAP PARKING: 2 SPACES
•
6.5' I
ons to
PROPOSED IMPERVIOUS = 30076 SQ. FT.
PAD LACK.
TOTAL PARKING PROVIDED: 40 + 2 NC = 42 SPACES
Are - -
PROPOSED PERVIOUS = 8997.3 SQ. FT.
APPROVED LATCH
1x6 ROUGH CEDAR (TREATED)
3/4" REDWOOD BOARD
EXPANSION JOINT
6"
Concrete
Parking
, Q U
C
Bu iness Sig 8
2" CLEAR ' W 18' Steel c lumn
NO. 3 BARS (s 15" O.C.E.W. r�i o 6o1r
05
37:5'R ' °D M N f1d Elev.-
EXPANSION JOINT 0.0112 Acre R.O.W. Tract SI
N.T.S. Vol. 2456= Pg. 216-_�__--- 157. 13'
•� -- ,. - N °19'04 W - - - -
on e
g• "
HOT & COLD WATER DRIVEWAY PROP SAW CUT AT RIGHT _ „� .$'„D},'��1NAaGt_-eN^"-eN -1-"-1-"-"A-"-t
HOSE BIB (INSULATED)-aan-••-aN- OF -WAY UNE EXISTING_ as 1.A•A- • - _+a.A- -
SECURE AS REQ'D. ¢.A_-. _ . -,,.A- -' -uµ- -
- CONCRETE APRON TO
REMAIN IN PLACE Frontaq Roco'
i 75.0'
DRIVEWAY Storm Drain inlet\
.1
6" CONC CURI
NOTE: PAINT EXT. OF ENCLOSURE TO MATCH STUCCO FINISH
ALL HARDWARE APPROVED BY OWNER
PLAN
10' Concrete walkway Project Benchmark-,
Assumed El. 600.00
----------------- ® ---------------------
6
---------------------
- 6"0 BOLLARD
(�')
PROP 1" IRRIGATION METER WITH BOX,
AND BACKFLOW PREVENTER. COORDINATE
WITH THE CITY OF COLLEGE STATION
FOR METER INSTALLATION, TAP FEES
AND CONSTRUCTION REQUIREMENTS
L-------------------
111 'S
BOX (Storm Drain Sytem)
!o 0
o { -ISI
' ' `! 1 State High way No. 6 (Texas Avenue)
R. O. W. Width Varies
EXISTING 1 1/2- WATER TO REMAIN
IN SERVICE, INSTALL BACKFLOW
PREVENTER AND COORDINATE WITH
THE CITY OF COLLEGE STATION FOR
SERVICE
RUNOFF COMPUTATIONS:
State of Texas
0.018 Acre R.O.W. Tract
Vol. 2601, Pg. 328
Brushy Haven Inc,
Vol. 4618, Pg. 114
College Hills Estates
Resubdivision Plot
Vol, 96, Pg. 498
03
Lot 14R
%.�
ZONED C-1
SHOWING
Now or Formerly
3-23-1995)
Jimmie Walston
,'CLEAN
Vol, 1685, Pg. 257
63=1
University
Flowers
45 LF 6" PVC SDR26 y
SAN SWR 0 1.0%001
a !
CL '
r
EXIST FIRE HYDRANT :
SEE FLOW TEST DATA '
- - 0.0112 Acre R.O.W. - 0.0075 Acre R.O.W.
Tract (2565/14) - - Tract (2598/116)
e- -- - -
! --
4 S 49'34'57" E - 191.13'
_aK-••_aK-_„a"^te-..�aaA 11 to aati
-n.A- - -uw - • - -mµ - • _u.A- _U,A- '- DRIVEWAY
CONTRACTOR TO LOCATE AND
CONNECT PROPOSED 6" SAN
180.0' SWR TO EXISTING SAN SWR TAP
AT RIGHT-OF-WAY LINE
Concrete
Pavement
HINGE (TYP. OF 6 PER GATE)
PROPOSED FACILITIES
(5 -YEAR STORM PER TxDOT PLANS DATED
TOTAL SITE AREA 39073.3 SQ. FT. (.897 AC)
SHOWING
PARKING ANALYSIS
3-23-1995)
- PROP SANITARY SEWER
EFFECTIVE AREA = 3,530 SQ. FT.
39,0'73 SQ. FT. (0.89
LINE & CLEAN OUT
EXISTING IMPERVIOUS = 35041.3 SQ. FT.
SCHEDULE 40 GALV. FENCE POST
REQUIRED PARKING: 1 SPACE PER 100 GFA
EXISTING SHEET DRAIN TO FRONTAGE ROAD:
EXISTING PERVIOUS = 4032 SQ. FT.
AND TREATED WOOD FENCE SLATS.
PROVIDE GATE LOCKING PINS WITH
3530 SF/100-35.3 SPACES
LINE, & INLETS
PROVISION FOR OWNER PROVIDED
REQUIRED HANDICAP PARKING: 2 SPACES
A = 0.89 acres
PROPOSED IMPERVIOUS = 30076 SQ. FT.
PAD LACK.
TOTAL PARKING PROVIDED: 40 + 2 NC = 42 SPACES
Tc = 10 minutes
PROPOSED PERVIOUS = 8997.3 SQ. FT.
APPROVED LATCH
1x6 ROUGH CEDAR (TREATED)
TYPICAL SIZE OF PARKING SPACE: 9'x19.5'
1 = b (d + Tc) ^ e
= 84.14 (17.8 + 10.0) 0.7881
PROPOSED IMPROVEMENTS RESULT IN A DECREASE
SECURED AS REQUIRED
- 6.12 in/hr
IN IMPERVIOUS AREA OF 4965.3 SQ. FT. CONSTITUTING
WATER DEMANDS:
C = 0.90
NO INCREASE IN STORM WATER RUNOFF.
GALV. LOCKING PINS & RESTING
POSTS. PROVIDE STEEL SLEEVES
MINIMUM WATER DEMAND: 36.5 GPM FIXTURES WITH A 50% USAGE FACTOR)
(
Q 0 CIA
= 0.90 X 6.12 X 0.89
FOR PINS.
MAXIMUM WATER DEMAND: 73 GPM FIXTURES AT CONTINUOUS USE.)
= 4.90 cfs
RESIDUAL PSI: 88
G
AVERAGE WATER DEMAND: 51 GPM ((70% USAGE FACTOR OF ALL FIXTURES)
TG
CONCRETE FOOTINGS AS REQUIRED
FOR GATE POSTS, TYPICAL.
MAXIMUM SEWER: 3500 GPD (40 GAL/SEAT SAFETY FACTOR OF 1.2)
EXISTING OUTFALL RATE = 4.90 cfs
VICIN17Y MAP
NGT 1G 504LE
PROJECT BENCHMARK:
SQUARE CUT ON TOP OF INLET DIRECTLY SOUTHWEST OF
PROJECT SITE ALONG HIGHWAY 6 FRONTAGE ROAD.
ELEVATION = 600.00' (ASSUMED)
N 0 T E S
1. Underground utilities shown on this survey are shown based on
available public construction plans and/or field ties to existing
surface features. There may exist additional underground utilities
not shown on the survey, e.g. telephone lines and conduits,
electrical lines and conduits, cable T.V. lines, private pipelines,
private irrigation lines or other utilities unknown to surveyor.
Contractor of any project design on the basis of this survey is
hereby instructed to call DIG TESS One -Call Notification Center at
1-800-344-8377 for verification of existing utilities in any area of
excavation or borilig alignments prior to any construction start.
2. According to Flood Insurance Rate Map No. 480441 CO144 C,
published by the Federal Emergency Management Agency, dated July
2, 1992, the surveyed property shown hereon does not lie within
any special flood hazard area. (Revised FEMA Flood Insurance Rate
Maps are now available to the public, but these revised maps have
not been officially released, pending local approvals. Flood hazard
areas and limits may be different on these maps, as compared to
the current official FIRM referenced herein.)
3. All boundary information shown hereon based on the ALTA/ACSM
Land Title Survey prepared by McClure & Brown
Engineering/Surveying, certified August 25, 2005.
LEGEND OF
PROPOSED FACILITIES
CONSTRUC110N TYPE
+11
SHOWING
CONSTRUCTION CLASS TYPE V-A
«-
- PROP SANITARY SEWER
EFFECTIVE AREA = 3,530 SQ. FT.
39,0'73 SQ. FT. (0.89
LINE & CLEAN OUT
FLOW DURATION = 2 HOURS
FIRE FLOW REQUIRED = 1,500 GPM
PROP STORM SEWER
LINE, & INLETS
FLOW TEST DATA
-
PROP WATERLINE
NOZZLE SIZE: 2.5 INCH
--
"PROP GAS LINE
LOCATION: 1049 TEXAS AVE
HYDRANT NO: C-066
PROP UNDERGROUND
PILOT READING: 65
ELECTRICAL
GPM: 1350
FG
FINISHED GRADE
STATIC HYDRANT NUMBER: C-067
STATIC PSI: 90
FL
FLOW LINE
RESIDUAL PSI: 88
G
GUTTER
TG
TOP OF GRATE
NOZZLE SIZE: 2.5 INCH
LOCATION: 1049 TEXAS AVE
TC
TOP OF CURB
HYDRANT NO: C-038
TP
TOP OF PAVEMENT
PILOT READING: 65
GPM: 1350
TW
TOP OF WALK
STATIC HYDRANT NUMBER: C-067
MEP
MATCH EXIST PAVEMENT
STATIC PSI:
RESIDUAL PSI:89
FIRE ACCESS LANE
TOTAL FLOW
-
TOTAL FLOW AVAILABLE:
HYDRANT C-036 + HYDRANT C-067
1,350 + 1,350 = 2,700
GENERAL NOTES:
1. ALL DIMENSIONS ARE TO FACE OF CURB, UNLESS NOTED OTHERWISE.
2. CONTRACTOR TO VERIFY BUILDING AND PARKING LOT LAYOUT WITH
ARCHITECT PRIOR TO FORMING OF BUILDINGS, WALKS AND PARKING
LOT AREAS.
3. REFER TO ARCHITECTURAL FLOOR PLAN (SHEET A1) FOR LOCATION
OF PIPE BOLLARDS AT BUILDING. VERIFY W/ OWNER.
4. ALL CURB RADII ARE 3.0, UNLESS NOTED OTHERWISE.
5. ALL ROOF MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED
FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC
RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF SUBJECT LOT
MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING
SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE
TO MAINTAIN A UNIFIED APPEARANCE.
6. CURBS LOCATED ON EITHER SIDE OF A FIRE LANE SHALL BE PAINTED RED
OR A RED STRIPE SHALL BE PLACED ALONG THE PAVEMENT WHERE THERE
IS NO CURB. WHERE A FIRE LANE PASSES BETWEEN HEAD IN PARKING
SPACES,` THE RED STRIPE "'SHOULD BE PLACED' ALONG THE REAR OF THESE
SPACES CLEARLY DEFINING THE FIRE LANE. PAINTED CURBS AND FIRE LANE
STRIPES S LANE -TOW AWAY ZONE" IN WHITE LETTERS AT LEAST THREE
WARNINGESFIREHE GHTIN HALL A AT INTERVALBE S NOT EXCEEDING (0) FEEELE O
CERTIFICATE
C3 REQUIRED
SITE
DEVELOPMENT PLAN
Q
+11
SHOWING
PAVING AND UTILITI
S ®3
TO SERVE A
39,0'73 SQ. FT. (0.89
TRACT BEING LOT 15R, BLOCK 3. .z.�-.�-;.
DESCRIBED ON THE RESUBDIVISION PLAT OF
LOT 14, BLOCK 3 COLLEGE HILLS ESTATES
VOL. 360, PAGE 145
RICHARD CARTER LEAGUE, A-8
COLLEGE STATION, BRAZOS COUNTY, TEXAS
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Professional of Record:
Revisions:
•
*; :*
MICHAEL D. LACY
1.1.. 72994
/Z ?Ido
REUE4,"IED FOR
COMPLIANCE
DECm
COLLEGEO
ENGINEERING
i
Sheet Title:
Site Development
Plan
Date: Oct, 28,2005
Project Number: 250033.00
Drawn By: CivilTech
Sheet Number:
05-1(�A
RVI FOR
COMM ANC
DEC 1 4 2005
COLLEGE STATION
DEVELOPMENT SVICES