HomeMy WebLinkAboutAggieland Fitness Cntr 02
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SITE SPECIFIC NOTES,;
1. THE OWNER AND DE OPlR or THE PROP TV IS STEVE LUWPEE, 1419 HARPERS
COLLEGE STATION. 1)( . THE SITE C OF LOT 1. Bt..OCK 1. UCK CREEK.
RECORDED IN VOlUWE 4280, PAGE 97. THE PR TV IS ZONED C-1. COMYEROAL.
2. THE 100-YR FLOODPLAIN SHOWN IS IN AOC ANCE WITH THE FLOODPlAIN UWITS SHOWN ON
THE FlNAl PLAT. THE TRACT IS LOCATED IN . "x" ACCORDING TO THE FlOOO INSURANCE RATE
WAP FOR BRAZOS COUNTY. TEXAS AND INCOPORATED AREAS, WAP 4804100201 0
REVISE ARY 9. 2000. THIS SITE WAS NOT WITHIN THE UWfT OF FOR l.WE FlRW.
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GENfRAL NOTES:
1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND \IERTfCAl POsmONfNG OF EXISTING UTfUTfES
AND t LINES WITHIN THE PRQ;.JECT AREA, SHC)WN ON PlANS OR NOT, AT l.IAST 48
HRS. TO ANY CONSTRUCTIOfIl. CONTRACTOR ON$lBLE FOR ANY pAWAGE DONE TO
EXfSTfNC FACfUTfES. CAll 1-BOO-DfG- TESS.
2. All RAOft AND DISTANCES ARE M[ASUREO TO THE lACK OF CURB UNlESS OTHERWISE NOTED.
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ELECTRICAL NOTES:
1. DEVElOPER INSTAllS CONDUITS AS PER CITY SPECS
AND DESIGN.
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KEY NOTES
'( RD.,
SfON, AS
1 E)GSTlNG TELEPHONE UNE
2 E TElEPHONE PEDESTAL
.'5 E GAS UN[
... EXlStlNG OVERHEAD ELECTRICAl UHE
5 E)GSTlNG 10" SANITARY SEWER UNE
'A EXISTING SANtTARY SEWER UHf
6 EXISTING SANITARY SEWER WANHOlE
7 WATER VALVE
8 . C WATER AIR RELEASE VAlVE
9 EXISTING 24" WATERUHf
10 EXfSTfNC FIRE HYDRANT
11EXlSTfNG STREET UGHT POlE
12 EXISTING POWER "0lE
13 PROPOSED UNDERGROUND ELECTRIC UNE
14 PROPOSED ELECTRICAL TRANSFORMER
15 PROPOSED 2" WATERUNE
16 PROPOSED WATER METER
17 PROPOSED FIRE HYDRANT
18 PROPOSED 6" SANITARY SEWER UNE
19 PROPOSED SANfTARY SEWER MANHOlE
20 PROPOSED IRRIGATION METER
21 PROPOSED 2" WATER BlOWOFF ASSEMBLY
22 OSED HANDICAP PARKING SIGNS
23 OSED 24"XS" TAPPING SlEEVE
24 PROPOSED 8" GATE VALVE
25 PROPOSED 6" GATE VAlVE
26 PROPOSED 6" FIRE SPRINl<LER
SYSTEM WATER UNE
2. DEVELOPER PROVIDES 30' OF '4 RIGID CONDUIT FOR
RISER POLES. DEVELOPER INstAlLS RRST 10' CITY
INSTAllS REt.WNDER.
PR ECT
511
3. ALl SITE WORK IS TO BE DONE IN CotIFORMANCE/ WITH THE em' OF COllEGE STATION STANDARD 3. DEVELOPER POURS TRANSFORMER PADS PER Cm'
SPEClAC)\TfONS FOR WATER .t.~,. STREETS & ~. SPECS AND DESIGN.
4. DEVELOPER IHSTAllS PUll BOXES AS PER CITY
SPECS AND DESIGN. (PUll BOXES PROVIDED BY CITY.)
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3. THE PROPOSED DOME STRtJCl'URE BUILDING IS ~OX. 39' HIGH, 11.990 SF AND FFlIIl:I286,oo.
4. REFER TO ARCHITECTURAL AND lOR STRUCTURAl DRAWINGS FOR DESIGN DETAIlS OF THE 6' HIGH
SCREEN WALl TO BE CONSTRUCTED ADJACENT 1'0 THE RESIDENTIAL PROPERTY.
5. 0.477 ACRES IS PROPOSED TO BE DEDICATED TO THE QTY OF COLLEGE STA11ONFOR THE
GREENWA YS PROGRAM.
6. THE STORMWATER RUNOFF FROM THIS DEVElOPMENT WIll BE DISCHARGED INTO THE NORTH FOR\<
OF UCK CREEl<. NO DETENTION IS PROPOSED FOR THIS SITE.
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4. All UTfUTY UNES (WATER, CAS, SANtTARV SEWER, aT.E.. STORM SEWER, ETC.) SHOWN ARE
TAKEN FROM BEST AVAIlABlE RECORD fNFORWATfON BASED ON CONSTRUCTION UlllJTY YAP
DOCUlt[NTS OBTAINED BY FROM Cm' & INDEPENDENT AGtNCIES ANDIOR ABOVE GROUND FlELD
EVIDENCE. SHOWN POSITIONS WAY NOT REPRESENT AS-8UILT CONDITIONS.
lIRIIIESA1E
ESTATES
5. DEVELOPER PROVIDES DIGITAl AU1'OCAD 2oo0i
VERSION OF PLAT AND/OR SITE PLAN. Et.WL TO:
5. ELECTRICAl CONDUIT FOR PARKING LOT UGHTING Will BE SHOWN ON THE ELECTRICAl SITE PlAN. rbolinOci.coffeoe.,....stotion.tx.us w
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VICINITY MAP
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7. THE DEVELOPED AREA FOR THIS PROJECT IS 2.268 ACRES (98.775 SF).
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6. PAVEMENT DEPTHS: 6" CONCRETE PAVEMENT IN FlR.E lANES AND IN TRASH DUWPST[R AREA; 5" 6. DEVElOPER PROVIDES LOAD DATA FOR PROJECT.
CONCRETE PAVEMENT IN All OTHER lOCATIONS.
S. THE 10' P.U.E. FOR THE ElECTRICAL TRANSFORWER AND THE P.U.E. FOR THE WATERUNE Will BE
CONVEYED BY SEPERA TE INSTRUMENT OR PLAT. THE GREENWA YS DEDlCA 11 ON Will BE CONVEYED
BY SEPERATE INSTRUMENT OR PlAT.
9. 227 SQUARE FEET or PAVEMENT UES WITHIN THE 24' lANDSCAPE RESERVE AREA. 1,134
SQUARE FEET OF PAVEMENT IS PERMITTED. . THERE ARE NO EXISTING TREES WHERE PROPOSED
PARKING IS IN THE LANDSCAPE RESERVE AREA.
10. THE IRRIGA110N SYSTEM MUST BE APPROVED AND INSTALlED PRIOR TO C.O.
7. lANDSCAPING AND IRRIGATION DESIGN & ANAlYSIS Will BE PROVIDED ON THE lANOSCAPE &
IRRIGATION PlANS.
7. DEVElOPER PROVIDES TEMPORARY BlANKET EASEMENT
FOR CONSTRUCTION PURPOSES.
8. DEVELOPER PROVIDES EASEMENTS FOR ElECTRIC
8. ALltNTERfOR PARKING SPACES WITHOUT A CURB AT THE FRONT OF THE SPACE ARE 10' WIDE BY INFRASTRUCTURE AS INSTAlLED FOR ELECTRIC UNES
20' IN DEPTH. All OTHER PARKING SPACES ARE to' BY UtO' WITH 2' OF UNOBSTRUCTED AREA (INCLUDING STREET UGHTlNG).
PROVIDED FOR VEHICLE OVERHANG.
9. THE TYPICAl BACK or CURB RADIUS IS 4.0' UNlESS NOTED OTHERWISE.
IRRIGATION )'40TES:
1. IRRIGATION' SYSTEMWUST BE PROTECTED BY EITHER A
PRESSURE VACUUM BREAKER OR REDUCED PRESSURE
PRINCIPLE BACK FLOW DEVICE AND INSTAllED AS PER
CllY ORDINANCE 2394.
10. THE TOPOGRAPHY AND EXISTING SITE INFORMATION SHOWN FOR THE SITE WAS PREPARED BY
GOODWIN-LASITER, INC.
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TWO WA Y TRAFFIC FRONTAGE ROAD
..... , / AVERAGE WIDTH 30':f: 27 X 54 ReP
CONCRETE SAfETY~ ..... .../ - "
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) , ,. .' LICK CREEK SUBDIVISION
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INSUlA1lON SYSTEM), MASONRY OR CONCM::rE WALL
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2. All BACKFLOW DEVICES MUST BE INSTAlLED AND
TESTED UPON INSTAllATION AS PER CllY ORDINANCE
2394.
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LOT 1
LOT 7
LOT 6
LOT 8
LOT 5
LOT 4
LOT 2
LEGEND
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LOT 3
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PARKING ANALYSIS
UTILITY DEMAND
IF CURB IS NOT RUN AS
INTEGRAl.. PART OF PAVEMENT,
r- ROUGHEN SURFACE FOR BOND
& PROVIDE '4 X 18" -L- BARS
13 BAR..., 0 18" R2f-
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CURB fOR CONCRETE
PAVEMENT
lVPICAL SECTION
NTS
· X ... 6" IN FIRE lANES AND
THE DUMPSTER AREA
5" IN AU. OTHER AREAS
t, I"".. ,. . ..... I PA'tI:MENT
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REQUIRED PARKING - AGG&ElAND FlTNESS CENTER:
11,990 SF OF OFFlCE SPACE
1 SPACE" 150 SF OF OFFICE SPACE
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......U.. 0 GPM
AVERAGE 32 GPM
WOOUU" (PEAl<) 63.5 GPW
1-1/2" DOWESfIC WATER METER
~~ SEWER ~
(0 lOX OF WATER DEMAND)
AVERAGE 2t CP"
htAXI..U" (PEAl<) 51 GPW
," SANITARY SEWER UNf
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BRIDLE GA TE EST A TES, PHASE
ONE VOL. 3744 PG. 49
ZONED R-6
80 SPACES REQUtREt> TOTAl
4 HANDICAP spACEs REQUIRED
PROPOSEO PARKIHC - AOOtaAND FlTNESS CENTER:
96 SPAC€S PARKING
4 SPACES HANDICAP PARKIHC
100 SPACES TOTAL
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SCALE IN FEET
FlOOD PlAIN
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ISSUE DATE
-03
CT NO.
07
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REVISION
& 4-29-03 ~1
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