615 st. george square suite 300 winston-salem, nc 27103 … mineral and land...may 08, 2019 · 615...
TRANSCRIPT
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DRAWING NAME:
DRAWING NUMBER:
DATE:
ISSUED FOR:
DRAWN BY:
REVIEWED BY:
PROJECT NUMBER:
PRELIMIN
ARY
NOT FOR
CONSTRU
CTION
Alamance County Mine
ALAMANCEAGGREGATES, LLC
2180544
5/8/19
REVIEW
KCG/ATC
PAS
REVISIONS
NO: DATE: DESCRIPTION:
© 2019 LaBella Associates
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Date
& T
ime:
5/8
/201
9 12
:30
PM B
y: C
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Path
: Y:\2
1903
35-S
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615 St. George SquareSuite 300Winston-Salem, NC 27103336-842-4065C#0430labellapc.com
C403
SITE DETAILS
FIXED KNOTTED WIRE FENCING PERIMETER FENCE DETAILC 403
BARRIER BERM C 403 1
2
HAUL ROAD TYP. SECTIONC 403
3
NTSNTS
NTSNTS
NTSNTS
16' WIDE 2:1 SLOPE -8' HIGH AT TOP
18' BERM TOP
16' WIDE 2:1 SLOPE -8' HIGH AT TOP
50' B
ERM
SEC
TION
(TYP
.)
TOP OF BERM
LARGE TREE
Scientific Name Common Name
Pinus Taeda Loblolly Pine
SIDE SLOPES2H:1V
OVERBURDENSOIL CUT
30.0' 4'
SWALE2'
MIN2.5'
12" CRUSHER RUN ORCABC STONE
STABILIZE ROAD SIDE DITCHESWITH 8' WIDTH CURLEX III HIGHVELOCITY MATTING ORAPPROVED EQUIVALENT.
ACCESSIBLE PARKING AND SIGNAGE DETAILSC 403
4NTSNTS
SIDEWALK DETAILC 403
5NTSNTS
CROSSWALK DETAILC 403
6NTSNTS
8' -
10'
O.C.
8' -
10'
O.C.
50'
Mr. Chad Threatt, VP
AutoCAD SHX TextNOTES: LARGE TREES SHALL BE 2" CALIPER AND 12' HEIGHT H AT PLANTING, BALLED AND BURLAP. TREES SHALL BE DOUBLE-STAGGERED WITH 8-10' CENTERS SEED THE ENTIRE BERM AFTER TREE AND SHRUB PLANTING WITH PANICUM VIRGATUM, SWITCH GRASS, AT A RATE OF 8 LBS/ACRE. DO NOT MOW. SEE TABLE BELOW FOR ALLOWABLE TREES AND SHRUBS.
AutoCAD SHX Text8' MIN
AutoCAD SHX TextMINE SIDE
AutoCAD SHX TextROAD/ADJACENT SIDE
AutoCAD SHX Text3H:1V MAX
AutoCAD SHX Text2H:1V MAX
AutoCAD SHX Text2.5:1V
AutoCAD SHX TextLARGE TREE
AutoCAD SHX TextPARKING
AutoCAD SHX TextMAXIMUM
AutoCAD SHX TextPENALTY
AutoCAD SHX Text$250
AutoCAD SHX TextSUPPLEMETAL SIGN DETAIL
AutoCAD SHX TextSEE STANDARD NO. 50.10C FOR
AutoCAD SHX Text12"x9"
AutoCAD SHX TextCLDSM 50.10C
AutoCAD SHX TextMUTCD
AutoCAD SHX TextR7-8
AutoCAD SHX Text12"x18"
AutoCAD SHX Text12"x18"
AutoCAD SHX TextR7-1
AutoCAD SHX TextMUTCD
AutoCAD SHX TextC
AutoCAD SHX TextA
AutoCAD SHX TextB
AutoCAD SHX TextC
AutoCAD SHX TextC
AutoCAD SHX TextVAN
AutoCAD SHX TextACCESSIBLE
AutoCAD SHX TextSPACE
AutoCAD SHX Text%%UPARKING SPACE PAVEMENT MARKINGS
AutoCAD SHX TextB
AutoCAD SHX TextC
AutoCAD SHX TextAS SHOWN
AutoCAD SHX TextON PLANS
AutoCAD SHX Text%%UNOTES:
AutoCAD SHX TextACCESSIBLE ROUTE
AutoCAD SHX Text(SEE NOTE 2)
AutoCAD SHX TextMAXIMUM
AutoCAD SHX TextVAN
AutoCAD SHX TextACCESSIBLE
AutoCAD SHX TextPENALTY
AutoCAD SHX Text$250
AutoCAD SHX Text12"x6"
AutoCAD SHX TextR7-8P
AutoCAD SHX TextCLDSM 50.10C
AutoCAD SHX Text12"x9"
AutoCAD SHX Text12"x18"
AutoCAD SHX TextR7-8
AutoCAD SHX TextMUTCD
AutoCAD SHX TextA
AutoCAD SHX Text8'
AutoCAD SHX Text8'
AutoCAD SHX Text5'
AutoCAD SHX Text8'
AutoCAD SHX Text8'
AutoCAD SHX Text8'
AutoCAD SHX TextNO
AutoCAD SHX TextPARKING
AutoCAD SHX TextRESERVED
AutoCAD SHX TextOPTIONAL ACCESIBLE LOADING ZONE SIGN
AutoCAD SHX TextVAN
AutoCAD SHX TextACCESSIBLE
AutoCAD SHX TextSPACE
AutoCAD SHX Text5'
AutoCAD SHX Text11'
AutoCAD SHX TextA
AutoCAD SHX TextB
AutoCAD SHX TextNOTE: : ONE OUT OF EVERY SIX (6) ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE, PER SECTION 1106.5 OF NC STATE BUILDING CODE
AutoCAD SHX Text(OPTION 1)
AutoCAD SHX Text(OPTION 2)
AutoCAD SHX Text1. ALL 12"x18" ACCESSIBLE SIGNS SHALL BE MOUNTED AT 7 FEET FROM GRADE ALL 12"x18" ACCESSIBLE SIGNS SHALL BE MOUNTED AT 7 FEET FROM GRADE TO BOTTOM EDGE OF SIGN FACE (MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO 5 FEET IF PLACED IN AN AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHICH PEDESTRIANS ARE NOT EXPECTED TO USE. 2. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN RAMPS ARE REQUIRED IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN RAMPS ARE REQUIRED AT LOADING ZONE AREA. MAINTAIN MIN. 4' WIDE CONTINUOUS PASSAGE. 3. VERTICAL CLEARANCE FOR VANS MUST BE GREATER THAN 98-INCHES. VERTICAL CLEARANCE FOR VANS MUST BE GREATER THAN 98-INCHES. 4. THIS DETAIL IS TO PROVIDE GENERAL GUIDANCE FOR PARKING LAYOUT AND THIS DETAIL IS TO PROVIDE GENERAL GUIDANCE FOR PARKING LAYOUT AND DESIGN; REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SUPPLEMENT AND NC BUILDING CODE FOR ADDITIONAL INFORMATION.
AutoCAD SHX TextMUTCD
AutoCAD SHX TextPARKING
AutoCAD SHX TextRESERVED
AutoCAD SHX TextSIGNAGE (MUST NOT OBSTRUCT ACCESSIBLE ROUTE)
AutoCAD SHX TextB
AutoCAD SHX TextANY
AutoCAD SHX TextTIME
AutoCAD SHX TextGS20-37.6
AutoCAD SHX TextGS20-37.6
AutoCAD SHX Text%%UGENERAL NOTES:%%U
AutoCAD SHX TextPROPOSED CURB & GUTTER
AutoCAD SHX Text1/2" EXPANSION JOINT
AutoCAD SHX TextPROPOSED 4" CONCRETE SIDEWALK
AutoCAD SHX TextRIGID
AutoCAD SHX TextSTRUCTURE
AutoCAD SHX Text%%UDETAILS SHOWING EXPANSION JOINTS%%U
AutoCAD SHX Text%%UIN CONCRETE SIDEWALK%%U
AutoCAD SHX Text%%UTRANSVERSE EXPANSION%%U
AutoCAD SHX Text%%UGROOVE JOINT IN SIDEWALK%%U
AutoCAD SHX Text%%UJOINT IN SIDEWALK%%U
AutoCAD SHX Text1/8" RADIUS
AutoCAD SHX TextJOINT FILLER
AutoCAD SHX Text4"
AutoCAD SHX Text1/8" TO 1/4"
AutoCAD SHX Text1/2"
AutoCAD SHX Text1/8"
AutoCAD SHX Text4"
AutoCAD SHX Text1"
AutoCAD SHX Text1.50%%% (2.00%%% MAX.)
AutoCAD SHX Text1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT INTERVALS OF NOT MORE THAN 45' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK. 3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF 6'. WIDTH WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF 6'. WIDTH OF SIDEWALKS IN THE CENTRAL BUSINESS DISTRICT WILL BE DETERMINED BY THE CDOT. 4. WIDTH OF SIDEWALKS ON NON-THOROUGHFARE STREETS SHALL BE BASED ON TYPICAL WIDTH OF SIDEWALKS ON NON-THOROUGHFARE STREETS SHALL BE BASED ON TYPICAL STREET SECTION, A MINIMUM OF 5'. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING STREETS. 5. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS. 6. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS WHICH SHALL ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS WHICH SHALL SUPERSEDE THESE STANDARD DIMENSIONS SHOWN. 7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER. 8. JOINT MATERIALS SHALL LIMIT SHRINK/SWELL SO POST CONSTRUCTION INSTALLATION JOINT MATERIALS SHALL LIMIT SHRINK/SWELL SO POST CONSTRUCTION INSTALLATION RESULTS IN A MAXIMUM OF 1/4" FROM FLUSH.
AutoCAD SHX TextEXAMPLE SIDEWALK CONSTRUCTION DIMENSIONS: WIDTH RISE CROSS-SLOPE RISE CROSS-SLOPE RISE CROSS-SLOPE RISE CROSS-SLOPE RISE CROSS-SLOPE CROSS-SLOPE CROSS-SLOPE 4' " 1.56% 34" 1.56% 1.56% 1.56% 5' 1" 1.67% 1" 1.67% 1.67% 6' 1- " 1.56% 1- " 1.56% 18" 1.56% 1.56% 8' 1- " 1.56% 1- " 1.56%12" 1.56%1.56%
AutoCAD SHX Text2% MAX. SLOPE IN ANY DIRECTION ACROSS THE PARKING/UNLOADING SPACES.
Sheets and ViewsDetail Sheets-403-Details