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HomeMy WebLinkAboutC801 GENERAL DETAILSPROJECT NO. CHECK:DRAWN: PLAN DATE: DESIGN: STATE OF No. PE10707583 OO14020 Mississinewa Drive Carmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717 www.Fritz-Eng.com Fritz Engineering Services, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: 146TH & HAZEL DELL, PARCEL 2 BUILDING 2, PHASE B STUDIO THREE DESIGN 8604 ALLISONVILLE ROAD, STE 330 INDIANAPOLIS, IN 46250 5/14/2021 2104003 14555B HAZEL DELL PKWY. CARMEL, INDIANA 46033 HAMILTON COUNTY NW 1 4, S22, T18N, R4E SHEET NAME SHEET NO.©2021 FRITZ ENGINEERING SERVICES, LLCCURB JOINT DETAIL ADA PARKING STALLS NOTE: MAX. 2% SLOPE ANY DIRECTION 4" BLUE STRIPING SEE ADA PARKING SYMBOL DETAIL VAN ACCESSIBLE SPACE. SEE SITE PLANS FOR LOCATIONS NOTES: PARKING RESERVED VANACCESSIBLE 12"X18" 18 GAUGE HOT DIP GALVANIZED NON-REFLECTIVE "VAN ACCESSIBLE" SIGN ONLY NEEDED FOR VAN ACCESSIBLE SPACES WITH 8' AISLE PROVIDED. ALUMINUM METAL (SIGN) GREEN -ILLUMINATING (LETTERS) TYP. WHITE -ILLUMINATING TAP (BACKGROUND) BLUE -ILLUMINATING (SYMBOL BLOCK) GREEN -ILLUMINATING (BORDER) TYP. GREEN -ILLUMINATING (LETTERS) TYP. 1" RAD. ALL CORNERS ADA PARKING SIGN PARKING RESERVED METAL SIGN: BOLT TO CHANNEL PIPE GRADE 12" 36" CONCRETE ENCASEMENT 12" DIA "ADA" PARKING SYMBOL DETAIL ASPHALT/CONCRETE PAVEMENT JOINT DETAIL CONCRETE PAVEMENT 8" MIN. ASPHALT PAVEMENT 11 ASPHALT PAVEMENT (SEE PLAN) PROPOSED SUBGRADE PER PAVEMENT SECTION CONCRETE CURB TAPER DETAIL END OF TAPER 1 4" ABOVE FINISHED GRADE AT END/PAVEMENT FULL HEIGHT CURB PER PLAN 1 4 PROPOSED SUBGRADE PER PAVEMENT SECTION CURB BELOW GRADE TYPICAL PAVEMENT SECTION DETAILS CONCRETE PAVEMENT - TYPE 1 12" O.C. LIGHT DUTY ASPHALT HEAVY DUTY ASPHALT 1-1/2" R PAVEMENT GRADE SLOPE: 1:50 (MAX.) SCORE 1/4" R CONCRETE CURB AND WALK COMPACTED SUBGRADE BUILDING OR 6' WIDE UNLESS NOTED OTHERWISE FLARED CURB RAMP C801 GENERAL DETAILS 1.REV. PER CARMEL REVIEW 8/20/2021 1.ADD BIKE RACK DETAILS 11/4/2021 AF AF AF AF KG BICYCLE PARKING LAYOUT DETAILS NOTES: 1.TWO (2) BICYCLE PARKING RACKS REQUIRED. 2.RACKS SHALL BE BLACK THERMOPLASTIC POWDER COATED AND FIXED IN PLACE WITH EITHER ANCHOR BOLTS OR CAST INTO CONCRETE PER MANUFACTURERS RECOMMENDATION AND REQUIREMENTS. 3.CONCRETE PAD SHALL BE MINIMUM OF 72" X 84" AND MATCH THE SIDEWALK SECTION AND SPECIFICATIONS. CONCRETE PAVEMENT - TYPE 2 SITE RETAINING WALL 2'-8" 1'-0"8"1'-0"1'-6"2'-6"2" CLEAR3" CLEAR#5 @ 12" #4 @ 12" #5 @ 12" TOP & BOTTOM (3) - #5 TOP AND BOTTOM #8 STONE 4" PERFORATED PIPE WRAPPED IN GEOTEXTILE DAYLIGHT PIPE AT SOUTH END OF WALL WITH ANIMAL GUARDS OR CONNECT TO EX. INLET ADJACENT TO WALL. 12"CONC. WALKSECTION PERPLANSITE GRADE/EX. GRADE EDGE OF BACKFILL, 3" BELOW TW TW LOCATION REF. GRADING PLAN TW LOCATION REF. GRADING PLAN BW ELEVATION REF. GRADING PLAN. PROVIDE 1" EXPANSION JOINT WITH JOINT FILLER ALONG ENTIRE WALL/WALK JOINT. CORE DRILL RAIL HOLE AND SET WITH NON SHRINK GROUT TYP. HANDRAIL/GUARDRAIL ALONG ENTIRE WALL LENGTH. RAIL SHALL BE 2" WELDED ALUMINUM TUBING, BLACK ANODIZED, WITH HORIZONTAL INTERMEDIATE RUNGS SPACED 5" MAXIMUM ON CENTER, VERTICAL POSTS SPACED 5 FEET MAXIMUM ON CENTER.WALL HEIGHT VARIES - REF. GRADING PLAN6" MIN.42" MINIMUM HEIGHTPRECAST CONCRETE PARKING BARRIER CLEAN FILL/PREPARED SUBGRADE PER WALK DETAIL