HomeMy WebLinkAboutAggieland Fitness Cntr 03
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EXlST1NC OR PROPOSED
PU8UC ROAD OR STREET
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I FENCE
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GREENWAYS
DEDICATION
AREA 0.477 ACRES
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1
0.5'
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3- OIA. CRUSHED STONE, WIN. lHlCKNESS - .-
...... ROCl< EXIT LENOTIi - 30'. SIZE. LOCAllON
AS SHOWN ON THIS SHEET.
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PER PlAN
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THE EXIT SHAU. BE W\lNTAINl!D AND KEPT IN A CONOlT1ON
THAT PREVENTS WUO FROW lEAlIINO THE SITE. AIlOIT1ONAL
CRUSHED STONE SHAU. BE ADDED AS NECESSARY.
CONSTRUCTION EXIT
NTS
STATE HIGHWAY NO.
TWO WA Y TRAFFIC FRONTAGE
A VERAGE WIDTH 30':f:
.
6
ROAD
CONSTRUCTION
EXIT
MA TCH EXISTING
PAVEMENT
X 54' RCP
MA TCH EXISTING
PAVEMENT
CONCRETE SAFETY
END TREATMENT
SILl I
FENCt~
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R.R. SPIKE IN POWER ~
POLE ELEVATION: 282.71. '" I
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285~20 TC
PROJECT BENCHMARK
CONCRETE SAFETY
~ END TREATMENT
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ROCK'<JlrtCY'
RIP-RAP ~~(
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3 - 3.5' WIDE ,0
/cURB OPENINGS
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2a..~ TP ~
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284.15 TC
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287.00 TC
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283.0~TC
285.10 TC
283.8d TC
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/'" 284.30 TP
285.50 TC
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283.00 TP
'- 282.50 TP
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283.90 TC
LOT
LINE
PROPOSED 11 ,990 S.F.
DOME STRUCTURE
FF = 286.00
289.85 TC
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290.25 TC
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" 284.60 TC
28U5lW
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284.90 TC
DUMPSTER
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285.20 TC
284.75 TC
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1_ 3.5' .12.0' 1_ 35' _12.0- 1_ 3.5' .1
CURB OPENING DETAIL
NTS
NOTES:
HAY BAI.ES ANO SILT FENa: TO
BE USED IN AAEAS OF COIlCENTRATm
DRAINAGE Fl..OWS.
1. The proposed locations of erosion and sediment
control structures are shown on this plan. These
Best Management Practices (BMP's} will be
implemented to prevent eroded material from leaving
the site.
2. It is the responsibility of the Contractor to use
whatever means necessary to minimize erosion and
prevent sediment from leaving the site.
3. Permanent vegetation will be established on the
disturbed areas after construction is complete.
4. Fill material used to achieve grade shall be
compacted to at least 95% of the maximum dry
density as determined by the standard proctor test,
(ASTM D698), at a moisture content from 2% below
to 4% above the optimum moisture content.
5. Refer to sheet C4 for the entrance driveway
culvert design.
10 0
SCALE IN FEET
EXISTING GROUND
ROCK
RIP-RAP
(4"-12")
STAKES-S' SPACING OR
-r POSTS-IO' SPACING
SILT FENCE FABRIC
WIRE FENCING TO
PROI/IOE SUPPORT
TO FABRIC
SILT FENCE FABRIC
L VARIES J
ROCK RIP-RAP OUTLET
CHANNEL DETAI
NTS
SILT FENCE
NTS
SILT FENCE wi
HAY BALES
NTS
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CREEK SUBDIVISION
PHASE ONE
1 BLOCK 1 4.02 ACRES
REVIEWED FOR
COMPLIANCE
MAR 2 7 2003
COlleGE STATION
ENGINEt;RING
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LEGEND
EXISllNG CONTOUR - MAJOR
EXISTING CONTOUR - MINOR
PROPOSED CONTOURS
PHASE LINE
PROPERTY LINE
LOT LINE
GREENWA Y DEDICA llON
PROPERTY LINE
STORM SEWER
FLOW DIRECTION
HANDICAP RAMP
-----
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EXlSllNG WATER VAlVE
SCREEN WALL
SILT FENCE
EXlSllNG FENCE
EASEMENT LINE
CURB STOP
FLOOD PlAIN
20
SIDEWALK
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CONSlRUCllON EXIT
~_~rigtd.. by Ro~ & Associates,
ISSUE DATE
3-13-03
PROJECT NO,
E072
DRAWN BY
CCS
CHECKED BY
JPS
REVISION
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SHEET:
C2