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VICINITY MAP C`
N.T.S.
FDC, TO TO EX. HY NT
"
LEA OUT, TYP
X. LIGHT POLE
PROPOSED
CHURCH AVE. PROPER
BOYETT, BLOCK 10,
ZONED NG -1
LOCATIO . E DETAIL, C3 // TRANSFORMER CREEN: MASONRY WA & RE VABLE RDI PANEL WALL
WALL HEIG TO BE 6" TALLER TON TOP O%FT ORMER
CITY OF COLLEGE STATION // //
BOYETT, BLOCK 11, LOT 1-7 // /
ZONED NG -1 J /� Q� CHURCH AV/DNG-1
11ES LLC.
RANSFORMER PAD BOYETT, BLOCK3 (E PT OF)
SEE PLAN AND PROFIL C3 // 3'X3'X3' GROUND NTED TRANSFORMER ZO
METER LOCATED 0 TRANSFORMER -- �'�
ING 4"
REMOVABLE WAL SYSTEM FOR SERVICE SANITARY EXISTSEWER /
12NSIDTA(K BENCHESXE6 UDO 5.6.9 TYP/ / // ` >'• ELECTRICAL SERVICE CONDUIT
/ E, W G LIFE
RE'SYAIN /
STREET TREES ,/,100 qR4pDF/ / GPS y
ADDB TO CLOSE EX,�
y VGj
DO ENTRANCES
BIKE K
N. RIM STORM SEWER
J MANHOL ELEV: 340.51//
FL Ii BOX
PROJECT SPECIFIC NOTES: ELEV• 35.61' LK �, �%`
EX. HYDRANT / 6" PE STdR DiiiN
1. CITY OF COLLEGE STATION W.C. BOYETT PARTITION, BRAZOS /0- 6�DPE STEIN N AND LEAR T
COUNTY, TEXAS
2. ZONED NG -1 \TIE/6„ Som II I I
HDPE STORM
3. BUILDING SETBACKS: LINES PER COLLEGE STATION UDO. DRA* PIPE INTO EXISTING �soiOF` it y:,; }
r.
CHURCH ST. (MIN) 10' 3'X4' BOX
SEE DETAIL S2
/
ST---SCHURCH ST. (MAX) 35' WITH CAFE SEATING STr
WELLBORN ST, (MAX) 35' �j v
PEA GRAVEL BAGS �, ti >' rf W D
�, ,f
UNIVERSITY DR, MAX 25 EROSION CONTROL TYP. DECK
iI �' FF 3 .00
,r r . �
1
SIDE &REAR, NONE ; , , 3,x4 B /
4. ACCORDING TO THE FLOOD INSURANCE RATE MAP COMPILED BY THE"' L
FEDERAL EMERGENCY MANAGEMENT AGENCY FOR THE NATIONAL RELOCATE EX. HANDRAIL �I "', p IS TDER MASONRY w �/
OX
FLOOD INSURANCE PROGRAM, COMMUNITY PANEL NO. 48041 CO143C,
BRAZOS COUNTY, TEXAS DATED JULY 2, 1992, IT APPEARS THAT
NO PORTION OF THE CAPTIONED PROPERTY FALLS WITHIN THE 100
YEAR FLOOD HAZARD BOUNDARY.
5. ALL PROPOSED SIGNS WILL BE REVISED AND PERMITTED SEPARATELY
6. FIRE FLOW FOR 2285 SF, TYPE IIB = 1,500 GPM FROM 1 HYDRANT
(EXISTING)
7. BUILDING IS REQUIRED TO BE SPRINKLED.
8. SOLID WASTE STORAGE AREAS, MECHANICAL EQUIPMENT, AIR - -�
CONDITIONING, ELECTRICAL METER AND SERVICE COMPONENTS, AND EX. LIGHT POLE
SIMILAR UTILITY DEVICES, WHETHER GROUND LEVEL, WALL MOUNTED,
OR ROOF MOUNTED SHALL BE SCREENED FROM VIEW FROM
RIGHTS-OF-WAY. UDO 5.6.B.10.0
9. OUTDOOR LIGHTING STANDARDS TO COMPLY WITH UDO 7.10
10. NO PARKING REQUIRED PER UDO 5.6
11. NO TRAFFIC IMPACT ANALYSIS REQUIRED PER UDO 7.9
12, DUMPSTER AGREEMENT W/ADJACENT PROPERTIES BEING PURSUED
BY OWNER.
13. NO GRADING IS PROPOSED
14. STORMWATER DRAINAGE IMPACTS FROM THIS ADDITION ARE
INSIGNIFICANT
15. ALL WORK SHALL COMPLY WITH THE CITY OF COLLEGE STATION
STANDARDS
16. SURVEY PROVIDED BY KERR SURVEYING, 05-13-2008. ��
17. DIGTESS UTILITIES WERE NOT LOCATED ��
18. AN IRRIGATION PLAN TO BE SUBMITTED AND PERMITTED PRIOR TO
INSTALLATION
19. FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE .
ISOLATION VALVE. THE LOCKABLE LID SHALL, AT A MINIMUM
SUPPLY PROTECTION AS THE AMP OR USA, LL562 LOCKING LID.
ALTERNATE LOCKABLE LIDS SHALL BE APPROVED BY COLLEGE
STATION UTILITIES DIRECTOR OR HIS DESIGNEE.
20. CAFE SEATING IS PROPOSED ALONG CHURCH ST AND WELLBORN ST
FRONTAGE
LOT AREA ENCUMBERED
BY 10' MIN. SETBACK
CHURCH ST.
222 SF
'dol /61-i�
BACK OF
CURB i
Q
TOTAL LOT AREA
3135 SF
6
FL 5'x4' BOX �---�
ELEV: 335.17' �o
DESIGN DISTRICT DIMENSIONAL STANDARDS
REMOVE TREES AS REQUIRED
PROPOSED 6 CEDAR FENCE
EXISTING PRIVATE
UTILITY EASEMENT
�y� r VOL 145 P. 288
R .���iVfltK�909 CLASS 200 DR 14 PVC WAT
Ek�VE1= EINE WITH DETECTOR TYPE
\��s_ � ,2" .SCH`40�'FVC �tNATER SERVICE LINE WIT�'DEfE OR TYPE
IN FROM ROOF
UNDER DECK
AREA NOT ENCUMBERED BY A
REQUIRED EASEMENT OR SETBACK
2913 SF
r PROPERTY UNE
•
•,m
110010-1 1•
FLOOR TO AREA RATIO
REQUIRED: 1:1
LOT AREA (2913 SF)
BLDG AREA (2747 SF)
PROPOSED: 0.943:1
AREA: 421 SF I
PROPOSED 2 STORY
BUILDING:
AREA 1ST FLOOR: 1167 SF
AREA 2ND FLOOR: 1159 SF
s+ -PROPERTY LINE
�PE
6" HDPE STORM DRAIN FROM
PROPOSED FIREWALL
DP UNLI TED,
4" SANITARY SEWER LINE AND CLEANOUT BOYEITOT 1,
(PTS 0
SEE MEP FOR SANITARY SEWER CONTINUATION ZONED -1
6" HDPE STORM DRAIN FROM ROOF DOWNSPOUT
EXISTING 4" CLEANOUT TO BE REMOVED
GALVANIZED VERTICAL EXHAUST
RISER HEIGHT TO MEET CITY
CODE REQUIREMENTS
GALVANIZED HORIZONTAL
EXHAUST DUCT
LOCATED BELOW AWNING ROOF
8
8
J��1�190
NORTHGATE SPECIFICSTANDARDS
V-2 IAV _I
SUPER CYCLOPS
CASCADE OR AP
BRICK PAVERS
HOLLAND STONE BY PAVESTONE IN
RIVER RED OR APPROVED EQUIVALENT
APPROVED PATTERN: RUNNER BOND
0.7116
SEA I -IIIII'�III��SI' `.0c
\
0.4653
\
1,.8551 HEIGHT 1.3216
.•
61 1/8 -
SIDEWALK BENCHES 1.2851 TREE GRATES
STEELSITES SERIES MODEL.. . STANLEY
-
INC., OR APPROVED EQUIVALENT PARKWAY COLLECTION ..
OR APPROVED EQUIVALENT
1AL1111TED,
BLOCK
ED NG -1
0 5 10 20
EX. CLEANOUT
UNKNOWN DEPTH
\S
S
�V
1s
6" SEWER LINE
Ss
IT Ss
Ss
Ss
S
BI�OLUJ'IA
INST�" TREE
GRATES PER
MANUFACTURER
SPECInCATIONS
COMPANY,
WATER
DEMAND
MINIMUM
0
GPM
MAXIMUM
20
GPM
AVERAGE
2
GPM
SEWER
DEMAND
MAXIMUM
2,800
GPD
NOTES:
1. EXPANSION JOINTS: 60' MAX SPACING
AND
AT ALL RADIUS POINTS, PTS, AND PC'S
2. CONTRACTION JOINTS: 10' MAX SPACING.
6" 3. THESE ARE CITY MINIMUMS. SEE
GEOTECHNICAL REPORT FOR PROJECT
RECOMMENDATIONS.
#4 BAR CONTINUOUS a ��
EXCEPT THRU
EXPANSION JOINTS 3"R #4 BARS
6- 0 18" OCEW
T6' FIRE LANE.
s" 01HER
SUBGRADE
REINFORCED
CONCRETE
CURB DETAIL
DEVELOPERZOWNER
ARTISIAN ASSETS, LLC
P.O. BOX 3277
COLLEGE STATAION, TX 77841
CHURCH ST. BARBEQUE
100 CHURCH AVE.
COLLEGE STATAION, TX 77841
LEGAL DESCRIPTION:
City of College Station, W.C. BOYETT PARTITION PLAT,
VOL 100. Page 440, Brazos County. Texas
BLOCK 10,
LOT 3 (PT. OF)
0.072 ACRES
SITE PLAN
r' JONES&CARTER,INC.
r ENGINEERS•PLANNERS•SURVEYORS
Texas Board of Professional Engineers Registration No. F-439
700 University Dr. East, Ste. 110C, College Station, Texas 77840 (979) 731,8000
SCALE:A, NnjFp DGN. BY. SED
DATE: AS NOTED DWN. BY: DMW
JOB NO. C0077-001 DWG. NO. --
SUBMITTED: -- SURV. BY:
THIS DRAMING IS RELEASED
FOR THE PURPOSE OF:
ADMINISTRATIVE ADJUSTMENT
REQUEST
09/23!2009
UNDER THE AUTHORITY OF
STEVE E. DUNCAN, P.E. 83252.
IT IS NOT TO BE USED FOR SHEET NO.
CONSTRUCTION, BIDDING, OR
PERMITTING PURPOSES.
OF 1
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