Loading...
HomeMy WebLinkAboutC201 SITE DETAILNOTE: 12"X18" 18 GAUGE HOT DIP GALVANIZED NON-REFLECTIVE SIGN . NOTE: LANE CONTROL ARROWS SHALL BE WHITE AND SHALL BE PLACED IN ACCORDANCE WITH IMUTCD. THE ARROW SHOULD BE 20 FEET IN ADVANCE OF THE STOPLINE. THE WORD "ONLY" SHOULD BE LOCATED IN ADVANCE OF THE PAVEMENT ARROW. TRAFFIC MARKING DETAILS (NO SCALE) USE 6" PIPE BOLLARD FILLED W/ CONCRETE ONLY WHEN SIGN IS IN PAVED AREA OR SIDEWALK 1'-6"3'-9"7'-0" (MIN)VARIESACCESSIBLE SIGN BOLLARD MOUNT DETAIL ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. WHERE PARKING SPACES THAT ARE RESERVED FOR PERSONS WITH DISABILITIES ARE DESIGNATED TO ACCOMMODATE WHEELCHAIR VANS, A VAN ACCESSIBLE (R7-8P) PLAQUE SHALL BE MOUNTED BELOW THE R7-8 SIGN. THE R7-8SIGN SHALL HAVE A GREEN LEGEND AND BORDER AND A WHITE WHEELCHAIR SYMBOL ON A BLUE SQUARE ALL ON A WHITE BACKGROUND. THE R7-8P PLAQUE SHALL HAVE A GREEN LEGEND AND BORDER ON A WHITE BACKGROUND.3'-6"3 LBS./FT. GALVANIZED CHANNEL SIGN POST PER INDOT STANDARD SPECIFICATION SEC. 910.14. ACCESSIBLE SIGNS ACCESSIBLE PARKING SYMBOL DETAIL NOTE: TYPICAL SIZES FOR NORMAL INSTALLATION; SIZES MAY BE REDUCED APPROXIMATELY ONE-THIRD FOR LOW-SPEED URBAN CONDITIONS. NOTE: SIGN IS TO BE MOUNTED ON GALVANIZED STEEL U-POST AND MEET INDOT AND INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. STANDARD DUTY CONCRETE PAVING SECTION STANDARD DUTY ASPHALT PAVING SECTION HEAVY DUTY ASPHALT PAVING SECTION INTEGRAL WALK AND CURB DETAIL COMBINED CONCRETE CURB & GUTTER COMBINED CONCRETE CURB & GUTTER NOTE: THE AGGREGATE BASE COURSE SHOULD CONTAIN NO MORE THAN 10 PERCENT (%) FINES, AND BE WELL-GRADED. CURB JOINT DETAIL C201SITE DETAILW220335-C201 site det8"-#53 AGGREGATE (INDOT) (NO SCALE) 4"-#53 AGGREGATE (INDOT) 6" CONC. (4000 PSI) W/FIBER ADDITIVE (NO SCALE) 6"-#53 AGGREGATE (INDOT) 2.5"-HMA 19.0MM BASE 1.5"- HMA 9.5MM SURFACE (NO SCALE) THIS SIGN TYPICAL AT ALL ACCESSIBLE PARKING SPACES THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW SLOPE TOP OF CONCRETE GROUND/PAVING SURFACE 3500 P.S.I. P.C. CONCRETE 3"12" X 6" 12" X 9" 10" DIA.18"1" 18"R 7" 11" 4" (TYP.) NOTE: ALL STRIPES TO BE PAINTED WHITE. MINIMUM = 3" SPECIAL = 4" (NO SCALE) RESERVED PARKING 1" RAD. ALL CORNERS 12"18"TYPE II (NO SCALE)12 3/4"BACKFILL 6 3/4"1"R 2"R 6"3/4"6" 3/4"SLOPE 1/4" PER FT. 6" MIN.18" 1"R 2"R 6"12 3/4"BACKFILL 3" TOPSOIL TYPE III (NO SCALE)4"8" 2.0% MAX. SLOPE CLASS "A" CONCRETE 18"SCORE PAVEMENT6"6" 1/8"RAD. 2"2"24"EXISTING GROUND EARTH BACKFILL 4" TOPSOIL 6"6"PAVEMENT R 1 . 5 " (NO SCALE) STOP SIGN (24" x 24") 1'-0"8'-0"2'-10 1/2" 6'-1"2'-3"2'-3"3'-6"6'-1"2'-6 1/2" R=2'-3 " R=3'-2 1/2" 1'-0"4'-9"8'-0"12'-9"8'-03'-3" 1'-1 1/2" 1'-0" 1'-1 1/2" 4"5'-5"4'-5"5'-1"9'-6"8"3'-2"1'-7"4'-9 1/2"3'-2 1/2"6'-4" 1'-4" 4" 1'-4" 4" 1'-4" 4" 1'-4" 4"8" 4" 4"8" 4"8'-0"3'-2 1/2"1'-11"2'-10 1/2"1'-4"(NO SCALE) CURB DETAIL (NO SCALE) (NO SCALE) PIPE BOLLARD DETAIL (NO SCALE) PARKING BARRIER (NO SCALE) VARIES (SEE PLANS) 1" RAD. R7-8 R7-8P 50' MAXIMUM 5° 20° (NO SCALE) PRECAST CONC. PARKING BARRIER WITH 2-#3 REBARS USE 4000 PSI CONC. BEVELED E D G E #5 REBAR 1'-6" WITH 3/4" HOLE CAST FACE OF C U R B O R EDGE OF A S P H A L T 30" 6.0' 7 5/8" 0.5' 14" DIA. CONCRETE FOOTING SEALANT SLOPE TO DRAIN PAVING 6"DIA. SCHEDULE 40 STEEL ROUND PIPE FILL PIPE FULL W/ CONCRETE ROUND TOP TO DRAIN 4" TYP.4"3'-6"5'-0"HEIGHT OF SYMBOL:MINIMUM = 28"SPECIAL = 41"WIDTH OF SYMBOL: MINIMUM = 24" SPECIAL = 36"NOTE: BLUE BACKGROUND AND WHITE BORDER ARE OPTIONAL VAN ACCESSIBLE 12" NOTE: WHERE PARKING SPACES THAT ARE RESERVED FOR PERSONS WITH DISABILITIES ARE DESIGNATED TO ACCOMMODATE WHEELCHAIR VANS, A VAN ACCESSIBLE (R7-8P) PLAQUE SHALL BE MOUNTED BELOW THE R7-8 SIGN. THE R7-8SIGN SHALL HAVE A GREEN LEGEND AND BORDER AND A WHITE WHEELCHAIR SYMBOL ON A BLUE SQUARE ALL ON A WHITE BACKGROUND. THE R7-8P PLAQUE SHALL HAVE A GREEN LEGEND AND BORDER ON A WHITE BACKGROUND.6"RESERVED PARKING VAN ACCESSIBLE 3"3"(R7-8P) (R7-8) (NO SCALE) CURB TAPER DETAIL END OF CURB PAVEMENT 6" STANDING CURB SECTION VIEW PLAN VIEW 3'-0"6" STANDING CURB TAPER PAVEMENT END OF CURB 1" PEDESTRIAN CROSSWALK (NO SCALE) NOTES: ·CONTRACTOR SHALL PROPERLY RE-ALIGN STOP BARS AND OTHER PAVEMENT MARKERS AS NECESSARY TO INSTALL CROSSWALK. ·CROSSWALK STRIPES SHALL BE APPLIED IN ACCORDANCE WITH MUNICIPAL STANDARDS. ·STRIPES ARE THERMOPLASTIC WHITE WITHIN R.O.W.; OTHERWISE PAINTED WHITE. ·CONTRACTOR SHALL APPLY LONG LIFE MARKING MATERIALS ONLY.2'-0"2'-0"2'-0"SPC.6'-0" 8' MIN. VAN (5' MIN. CAR)8'8' ACCESSIBLE PARKING SPACES NOTE: ALL PAINT TO BE BLUE NON-SKID SURFACE APPLICATION OF CILICA SAND OR GLASS BEAD BY METHOD OF MIXTURE AND OR BROADCASTING. PROPOSED ADA SIGNS (SEE SIGN DETAILS)20'(NO SCALE) 2.5"-HMA 19.0MM INTERMEDIATE 1.5"- HMA 9.5MM SURFACE 3.5"-HMA 25.0MM BASE 3" TOPSOIL MIN. 4" COMPACTED #53 STONE BASE MIN. 4" COMPACTED #53 STONE BASE 6" MIN.18" PREPARED SUBGRADE COMPACTED PER INDOT STANDARD SPECIFICATIONS PREPARED SUBGRADE COMPACTED PER INDOT STANDARD SPECIFICATIONS PREPARED SUBGRADE COMPACTED PER INDOT STANDARD SPECIFICATIONS PREPARED SUBGRADE COMPACTED PER INDOT STANDARD SPECIFICATIONS. MAY REQUIRE TREATMENT BEFORE PAVING. PREPARED SUBGRADE COMPACTED PER INDOT STANDARD SPECIFICATIONS. MAY REQUIRE TREATMENT BEFORE PAVING. PREPARED SUBGRADE COMPACTED PER INDOT STANDARD SPECIFICATIONS. MAY REQUIRE TREATMENT BEFORE PAVING. SIDEWALK ADJACENT TO CURB (NO SCALE) VARIES - 5.0' (MIN.) 4" CLASS "A" CONCRETE PREPARED SUBGRADE COMPACTED PER INDOT STANDARD SPECIFICATIONS 2.0% MAX. SLOPE MIN. 4" COMPACTED #53 STONE BASE MIN. 4" COMPACTED #53 STONE BASE 1/2" PREFORMED JOINT FILLER 1/2" RAISED 1/2" FOR SETTLEMENT MIN. 4" COMPACTED #53 STONE BASE *8"±*NOTE: BACKFILL FROM BOTTOM OF CURB STONE SECTION TO BOTTOM OF SIDEWALK STONE SECTION TO BE PREPARED SUBGRADE, B BORROW OR #53 STONE, COMPACTED PER INDOT STANDARD SPECIFICATIONS REVISIONS AND ISSUESPart of the NW/4 of Section 06, Township 17 North, Range 4 East, Delaware Township, Hamilton County, IndianaW220335PREPARED FOR:1701 E. 116TH STREET PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:TASDESIGNED BY:DWG NAME:PROJECT NO.:W220335DATEBY09.14.2022SSRDATE:TASAPPROVAL PENDINGNOT FOR CONSTRUCTIONCARMEL OFFICE BUILDINGRevised site based on Carmel comments and building changes2023-02-24SR/MSREVISIONS PER ADLS REVIEW 2023-06-05SSRSTEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SM06/05/2023 CARMEL STANDARD BIKE RACK CARMEL STANDARD SIDEWALK DETAIL