HomeMy WebLinkAboutZ-6079-H Map 6h
m
\ \\ EXISTING CHAIN-LINK FENCING AND Y NEW BASEBALL
% ASTE TO REQUIREDAFORDCOOSTRUCAND REWORK m CONCESSION/TOILET EXISTING DRIVE
FIN. FL. 315.50' X _
— - EXISTING
R _
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— UGE DUGOUT/STORAGE — UGE — UGE u E u E Lo
� FIN. FL. 316.30'
—.
315.25' I X X
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ROUTING OF NEW UNDERGROUND ELECTRICAL
TO NEW BASEBALL CONCESSION/TOILET
BUILDING, SEE ELECTRICAL DING'S FOR
SPECIFIC REQUIREMENTS
EXISTING ELECTRICAL SERVICE LOCATED
In ON EXTERIOR OF BUILDING
_[;/OFFICE
XISTING O
DUGOUT/OFFICE
FIN. FL. 316.30'
IF
NORTH
SITE PLAN
C1.1 SCALE: " = 301-0"
EXISTING
BASEBALL
FIELD
x x 5'-0" 31 5'-0" v\v
k
101'-6- ` �-�
-- -
X CONCRETE PAVING, SEE DETAILS 514
SLOPE AWAY FROM BUILDING AT 1 50
GENERAL SITE NOTES:
I. fUL UIUULI\J JI VILL IILLU VL%II I LAlJI JI IL VVI V UI II VI YJ JV HJ IV
BE FAMILIAR WITH PROJECT PRIOR TO BIDDING WORK INCLUDED IN
THIS CONTRACT. ANY DISCREPANCIES SHALL BE ADDRESSED PRIOR
TO BIDDING. ALL GRADING SHOWN AS EXISTING REPRESENTS WORK
BEING COMPLETED UNDER EARLY SITE PACKAGE. PRIOR TO
BEGINNING WORK, FIELD VERIFY EXISTING CONDITIONS ARE AS
SHOWN. NOTIFY CONSTRUCTION MANAGER OF ANY DISCREPANCIES.
2. CONTRACTOR TO VERIFY AND MARK ALL EXISTING UTILITIES PRIOR
TO ANY DEMOLITION OR NEW CONSTRUCTION WORK COMMENCES.
3. ALL WORK SHALL CONFORM TO LOCAL & STATE CODES; ELECTRICAL
& PLUMBING LINES SHALL BE INSTALLED BY PROFESSIONALS
LICENSED BY THE STATE OF ARKANSAS.
4. FIELD VERIFY EXACT LOCATION OF ALL EXISTING TREES; EXIST
TREES NOT IN CONSTRUCIION AREA TO BE PROTECTED WITH 2x
WOOD PLANKS CONT. IN LINE WITH DRIP EDGE OF TREE, SECURED
TOGETHER & FLAGGED W/ORANGE TAPE; HEAVY EQUIPMENT TO
WORK AS FAR AS POSSIBLE FROM EXIST TREES TO PREVENT
DAMAGE TO FEEDER ROOTS; CONTRACTOR WILL BE REQUIRED TO
COMPENSATE OWNER FOR ANY EXISTING TREES WHICH ARE
DAMAGED OR DIE DUE TO CONSTRUCTION WORK.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY
APPROPRIATE DRAINAGE & EROSION CONTROL MEASURES (I.E., HAY
BALES, SILT FENCING, MULCHING, GROUND COVER, ETC., AS
REQUIRED BY LOCAL, STATE OR FEDERAL REGULATIONS) TO
PROTECT MUNICIPAL STORMWATER DRAINAGE SYSTEMS AND
NEIGHBORING PROPERTIES FROM SEDIMENT RUN-OFF.
6. AFTER STRIPPING AND BEFORE BEGINNING FILL, THE GENERAL
CONTRACTOR SHALL HAVE A GEOTECHNICAL ENGINEER OBSERVE
SUB -SURFACE CONDITIONS TO DETERMINE THE AMOUNT OF
UNDERCUT THAT MAY BE FEQUIRED FOR THE PROJECT.
RECOMMENDATIONS BY GEO-TECHNICAL ENGINEER SHALL NOT BE
IMPLEMENTED INTO WORK WTHOUT AUTHORIZATION FROM OWNER &
ARCHITECT. NOTIFY ARCHITECT IMMEDIATELY IF UNEXPECTED
SUBSURFACE CONDITIONS ARE ENCOUNTERED
/ - y" RADIUS TOOLED EDGE -
/ TWO #4 BARS CONTINUOUS
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AT ASPHALT PAVING
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ATYPICAL
4" THICK CONCRETE WALK OF 4000
8- CONCRETE. REINFORCE WALK WITH
r W14xW14 WELDED WIRE FABRIC.
CONCRETE WALK EDGE
PSI 8 ,
6/6 AT FINISHED GRADE
DETAILS
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-
SELF LEVELING JOINT SEALER
Y"
WIDE x Y" DEEP TOOLED JOINT WITH
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WIRE FABRIC.
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DETAILS
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REQIRED FOR CONSTRUCTION
MATCH
EXIST.
CONCRETE PAVING, SEE DETAILS
DEMO EXISTING CHAIN-LINK FENCING,
REWORK TO TERMINATE OUTSIDE OF
- NEW PAVING
MATCH
EXIST.
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DATE: 06 JUNE 2014
PROJECT NO: 14024
DRAWN BY: NRW
REVISION: