HomeMy WebLinkAboutPLAT (PRIMARY) 1st on MAIN PP-602LA20000264R
STATE OFJEFFREYR.M
A
DEREGIST ERE
DIND I A N ANo.
EXP. 12.31.2022
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-
2023-02-24
CONTACT
(YYYY-MM-DD)
CONSULTANTTITLE:DRAWING NO.(YYYY-MM-DD)
DATEREV.DESCRIPTION
PROJECT:
DATE TITLE:CERTIFIED BY:
CONSULTANT
JOB NUMBER
SHEETOFTELEPHONE:
LAUTH GROUP, INC.
PROJECT:
CONTACT:
PROJECT NUMBER:
STATE NUMBER:
E-MAIL:
FAX:1ST ON MAIN
PRIMARY PLAT
41 N. RANGELINE ROAD
CARMEL, INDIANA 46032
1ST ON MAIN
BRENT BANNINGA
317.606.0490
317.848.6511
bbanninga @lauth.net
LANDSCAPE SITE DETAILSLA
NDSCAPE SITE DETAILS6" CONCRETE SLAB WITH6 x 6 W1.4 X W1.4 WELDEDWIRE FABRIC6" COMPACTED #53 COARSEAGGREGATEPROOF ROLLED SUBGRADEPREPARED PER INDOT NO. 207MEDIUM BROOM FINISHPERPENDICULAR TOTRAFFIC FLOWHEAVY DUTY CONCRETE PAVEMENT1" = 1'-0"P-C1M-102PAVERS ON CONCRETE BASE1" = 1'-0"DECORATIVE PAVERS - SET FLUSH W/ SURROUNDING CONCRETE - PERMEABLE DRY SET MORTAR MIX SETTING BED, 3/8" NOMINAL DEPTH- SAND SWEPT JOINTS - SEE SPECS4" CONCRETE4" COMPACTED #53 COARSEAGGREGATECOMPACTED SUBGRADE12"SEE PLANS FORLOCATIONS OF ADJACENTCONCRETE PAVEMENTCONTROL JOINTPROVIDE WEEPHOLES AT 36" O.C. ±4"IN HEAVY DUTY / VEHICULAR AREAS PROVIDE 1" SANDSETTING BED ON HEAVY DUTY CONCRETE. SEE HEAVYDUTY CONCRETE PAVEMENT DETAIL, THIS SHEET.3P-C1M-364" COMPACTED #53 COARSE AGGREGATECOMPACTED SUBGRADE1/4" EXPANSION JOINT MATERIAL WITHSEALANT. PROVIDE 1/2" DIA., 8" LONGSMOOTH STAINLESS STEEL DOWELS @ 24"O.C. GREASE ONE END4" CONCRETE WALK WITH LIGHT BROOMFINISH, UNLESS OTHERWISE NOTED ON THEDRAWINGSSEE NOTEEQEQEQEQEQNOTE:CONCRETE PAVINGCONTROL JOINTS AT 5' MAX. O.C.EXPANSION JOINTS AT 30' MAX. O.C.HEAVY DUTY CONCRETE PAVINGCONTROL JOINTS AT 10' MAX. O.C.EXPANSION JOINTS AT 30' MAX. O.C.JOINT LAYOUT PLANCJ
CJ
CJ
CJ
CJ
EJ
EJCJ = CONTROL JOINTEJ = EXPANSION JOINTEQ6 X 6 W1.4 X W1.4 WELDED WIRE FABRIC ORFIBER REINFORCEDCONTROL JOINT SECT.3/8"3/8"3/8"TOOLED JOINT UNLESS OTHERWISENOTED FOR SAWCUTSTANDARD CONCRETE PAVEMENT & JOINT1" = 1'-0"P-C1M-011COMPACTED STRUCTURALBACKFILLCOMPACTED SUBGRADENOTE:SEE LAYOUT AND GRADING PLANS FOR SIZEOF TREADS, QUANTITY AND HEIGHT OF RISERS#4 REBAR @ 12" O.C. EACH WAY#3 NOSING BAR, TYPICAL1/2" EXPANSION JOINT WITH SEALANT(TOP AND BOTTOM OF STEPS)12" LONG 1/2" DIA. SMOOTH STAINLESSSTEEL DOWELS AT 18" O.C. TYPICALTOP AND BOTTOM OF STEPSCONCRETE SLAB WITH WWF2% MAXSLOPE TYP.1/2" RADIUS TYP.PROVIDE POSTS ATCORNERS, ENDS, ANDAT 6'-0" O.C. MAX.STAINLESS STEEL HANDRAILS SHALLFOLLOW SLOPE OF STAIRCASE PER ADAGUIDELINES. MAINTAIN MINIMUM 1 12"CLEARANCE FROM ADJACENT WALLSNOTES:FINISH AND COLOR TO MATCH ARCHITECT'STYPICAL EXTERIOR GUARDRAILMID RAIL, 6'-0" O.C. MAX.FINISHGRADERAIL HEIGHT TO MEETADA GUIDELINESSTAIR & HANDRAIL1" = 1'-0"6 3/8" MIN.
3'-0" MIN.8"2'-0"6"8"6" ±, EQ.
EMBED RAIL 2'-0"
MIN. TYP.1'-0"1" TYP.TREAD WIDTH3'-0", TYP.3'-0", TYP.1'-0"1 1/2" O.D. STAINLESS STEEL PIPERAILING WITH EASED EDGES.SUBMIT SHOP DRAWINGS PRIORTO FABRICATION OF HANDRAILSEE LAYOUT PLANFOR JOINT LOCATION6P-C1M-076"6"36"RAMP WITH HANDRAIL NOT TO SCALERAMP. REFER TO LAYOUTPLAN FOR WIDTH AND LOCATIONS2"36"RAMP. REFER TO LAYOUTPLAN FOR WIDTH AND LOCATIONS1'-0" TOTAL WIDTH4"VARIES ALONG RAMP4"STANDUP CURB - SEE 'C' SERIESSTANDARD CONCRETE PAVEMENTS.S. SLEEVE TO RECEIVE 1 1/2" DIA. POSTCAST 12" DEEP INTO CIP CONCRETEWALL AT RAMP AND STAIRS ONLYNON-SHRINK GROUT ATPENETRATIONSHANDRAIL - SEE STAIR &HANDRAIL DETAIL THIS SHEETEXPANSION JOINT, TYPADJACENTPLANTING BED -SEE LAYOUT PLANWHERE WALL ISADJACENT INSTALLRAILS 1 1/2" CLEAR(MIN.) FROM WALLCIP CONCRETEFOUNDATIONPATIO FINISHGRADESTANDARD CONCRETEPAVEMENTEXPANSION JOINT, TYPSEE PATIO WALLDETAIL 1/L301RAMP WITH HANDRAILS FROMPATIO TO ALLEY AREARAMP WITH HANDRAIL FROMSIDEWALK TO PATIO ABUTTINGBUILDING WALL7P-C1M-402' 8"VARIES; SEE PLANSOLDIER COURSE AT PERIMETERRUNNING BOND PATTERN, MATCH ORIENTATIONNOTE: PATTERN NOTREPRESENTATIVE OF BRICKSIZE, PROVIDED TO SHOWPATTERN AND ORIENTATION.2' 8"2' 8"2' 0"
8"(TYP.)2' 8"2' 8"2' 8"2' 8"2' 8"2' 8"4PAVING PATTERNNOT TO SCALE5DECORATIVE BOLLARDNOT TO SCALEPP-602