HomeMy WebLinkAboutC201 SITE PLAN DETAILSW230487-C201 site detailsC201SITE PLAN DETAILSW23.0487ABW23.048704/26/2024WSWSPRIVATE BALLFIELD11303 DITCH ROAD, CARMEL, IN 4603210 9abcd 8 7 6efgh109876
5 4 3 2 1 PREPARED FOR:PROJECT NO.
SHEET NO.abcd5 4 3 2
e1
fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONISSUED FOR CITY REVIEW04.26.2024WGS1gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape Architecture05/09/2024PROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:DARRELL A. EDWARDS P.E. #890047
FINISH
BROOM
3/4"1/2"1/4"1/2"1/2" R.
TOOL JOINT
TROWEL CUT 2"
BEFORE TOOLING
CONCRETE
PAVEMENT
PRE-FORMED FLEXIBLE
FOAM JOINT FILLER
NOTES:
1.PROVIDE CONTROL JOINTS AS SHOWN ON DRAWING.
2.PROVIDE EXPANSION JOINTS WHERE PAVEMENT ABUTS
OTHER STRUCTURES AND AT 30' MIN O.C.
PAVEMENT
EXPANSION JOINT - SEALING DETAIL
VARIES (SEE PLAN)
COMPACTED SUBGRADE
6" #53 AGGREGATE
CONCRETE PAVEMENT CONTROL JOINT
JOINT SEALER PER
SPEC 07920
5" CONCRETE (4,000 PSI)
N.T.S.
CONCRETE PAVEMENT2
N.T.S.
DUGOUT CANOPY6
GALVANIZED
THREADED ROD
WIRE ROPE SHEAVE
WIRE CABLE CLAMPS
(1
4" TYP)
CABLE (1
4" TYP)
SPRING CLIP
BLACK
POWDERCOAT
FINISH
THIMBLE EYE NUT PREFORM
GUY GRIP
CABLE
(5
16" TYP)SPRING
CLIP
NOTES:
1.FEATURES STEEL POLES WITH
STRYK FINISH.
2.POLES SIZES AND FOOTINGS
BASED ON SOIL CONDITIONS
AND WIND LOADS.
3.DRAWINGS NOT TO SCALEIN-LINE NET BACKSTOP SYSTEM
DETAIL - A DETAIL - B
POLE FOOTING
IN 2500 PSI CONCRETE
3
8" EYE BOLTS
EPOXIED 3" DEEP
3'-0" O.C.
B
A
16' BACKSTOP8' SIDELINEN.T.S.
BACKSTOP/SIDELINE NETTING5
THE ENGINEER OF RECORD’S
CERTIFICATION OF THIS SHEET
REPRESENTS ACKNOWLEDGEMENT THAT
THE PRODUCT DETAILED HAS BEEN
REVIEWED FOR USE ON THIS PROJECT.
THE CONTRACTOR IS TO OBTAIN FROM
THE VENDOR THE CERTIFICATION OF THE
PRODUCT BY A LICENSED ENGINEER
DURING THE SHOP DRAWING REVIEW
PROCESS.