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HomeMy WebLinkAboutC600 - SITE DETAILSe IESERVED GRF£N ILLUMINATING TAPE (LETTERS) PARKING A! 12' 2%. STEE POST (PA BLUE - ILLUMINATING /I TAPE (SYMBOL BLOCK) WHIM- ILLUMINATING TAPE (BACKGROUND) I/V�I�1 �J- AMiiCill F PROW DE 1• SLOPE AT TOP FOOTING IF NOT IN IN CONCRETE WALK GREEN - ILLUMINATNC TAPE (ARROW) - GRIFFIN - ILLUMINATING FINISH MADE TAPE (BORDER) ELEVATOR 12•ex3'-6• CONCRETE FOOTING. RECESS FOOTING BELOW CONCRETE WALK 4' "VAN ACCESSIBLE" TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE. ADA ACCESSIBLE PARKING SIGN DETAIL NOT TO SCALE (REV. 01/17) MOONING PLATE I �"I VRAWI SPINE n CONCRETE SECTOR ELM CONJOINT EXPANSE L 28• _J d I dIgNT TYP)I d ° ° d 32• ST3I TOWING I POWDER COAT CO Wua ELEVATION MEW INVERL' STYLE RACK �TED (2 BICYCLE CAPACITY) 4,000 PSI CONCRETE PER CONCRETE SIDEWALK DETAIL U' RACK SOME PATTERN TO BE EXACT AND SQUARE NOTES 1. INSTALL BIKE RACKS ACCORDING TO MANUFACTURER'S SPECIRCATONS. 2. U RACKS TO BE POWDER COATED BLACK 3. SEE SITE PLAN FOR LOCATION. 4. RAM TO BE SURFACE MOUNTED TO CONCRETE PAID PER MANUFACTURER'S RECOMMENDATIONS. BIKE RACK ('U' STYLE) NOT TO SCALE (REV. 01/17) 1 IT %�, PLANSIII ' MANUFACTURER'STo DOWNSPOUT BUILDING (REFER (CONNECTFLEXIBLE BOOT CONNECTION AND TRANSITION 1 PER N 10 ARCH. PLANS) IIIIIIIIIIIIiRNIS �� ��*I 8' END H MADE I II II —II —IL • Il♦r.-• kilil. Ilt '� II= 11=11=11 ,II. �.IIsill I —II-1' rIII: PVC RODE DRAN LEADER (REFER TO GRADING PLAN FOR SIZE) 5-0• an PVC Am CONNECTION RELEASED FOR CONSTRUCTION TSIDE FOUNDATION BEARING AREAS Subject to compliance with all regulations R MOW) of State and Local Codes City of calmed T CONNECTION DETAIL (, O (REV. 06/17) DATE: 06/07/19 r W APPLY ANT-SPANG COMPOUND BROOM FINISH � I � 4,000 PSI CONCRETE COMPACTED AGGREGATE / FINISHED GRADE, SLOPE J AWAY FROM SIDEWALK (TTP.) COMPACTED SUBGRADE TO 98% STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM 0-696) NOTE' PROWDE EXPANSION JOINTS AT BUILDINGS OR IMMOVABLE OBJECTS CONTROL JOINTS AT T-0. O.C. OR AS SHORN ON SITE PLANS, WITH EXPANSION JOINTS AT 30I O.C. MAX. CONCRETE SIDEWALK NOT TO SCALE (REV. 10/17) 0 LANDING AREAS AT TOP SMALL HAW A MIAMI GROSS SLOPE OF 50e I IN SIDEWALK LA 6*—Oj TRANSITION 1 -1 MAX. I AMA PAVEMENT I THE 8070M EDGE OF THE(4.000 �_ �� PSI) W1 BROOM FINISH © CURBRAMPSHALL BE _ _ _ I�I�����L�ir�•�:.:•bi� FLUSH WITH THE EDGE OF THE PAVEMENT OR GUTTER ©TOOLED GROOVES ON COMPACTED HOOT #8 STORE WITH BROW FINISH C=I I SIDEWALK ELEVATION SECTIO G . SPACED 2" O.C. ALONG IF.IIF SIDEWALK ELEVATION i 4' COMPACTED .IIF.IIF.IIF.IIF.IIF.IIF.I TRANSUDION.. PAWMENT PER PLAINS I SIDEWALK PER PLANS INDOT #8 =11=I I=11—I1=11=I I=11= AGGREGATE —Il—it=11=II==11=1 APPROACH AREA SHAI BE 1A,M, SLOPED AT SO 1 MAMMUM =1I 71 II II. ��:•I:•I:•�. 1=11= 1=1STANDARD nnnn .�COMPACTED SUGGRAIDE TO 98% PROCTOR MAXIMUM DENSITY (ASOM D-698) SECTIONDRY TOP & 807M 2-p3 REBARS - #6 0 2 _6• LONG APPLY ANT-SPALLING COMPOUND ��B ROUND EDGE ROUND EDGE °d • PAVEMENT d ° d° d .f O REFER TO TYPICAL 004CRETE VOTE: JOINT DETAILS OR THIS SHEET PROWDE ISOLATION JOINTS AT ADA ACCESSIBLE RAMP, TYPE G FOR JONTNG INFORMATION. BUILDINGS OR IMMOVABLE NOT TO SCALE (REV. 01/17) OBJECTS, CONTROL JOINTS AT 5'1 O.C. OR AS SHOWN ON SIZE PLANS, WITH EXPANSION JOINTS AT COMBINED CONCRETE CURB AND WALK NOT TO SCALE (REV. 01/17) CROWN CAP W/ GONG SEAL III DEEP 1• ABOVE TOP OF PIPE HOL£ W/ MORTAR 500 STD. STEEL PIPE GALVANIZED W B CONCRETE. �� FILLED W/ CONCRETE. CONCRETE WHEEL STOPS NOT TO SCALE (REV. 01/17) PUNT BLUE PAINT WRIT 21 x LI OR 2'1x V-O' x V-O' GOING. FOOTING. SLOPE CONCRETE 1• ABOVE 8 FINISH W/ STEEL TROWELLv BROOMFINISH 6. OPSOILUNDSC OEP1H PER IANDSC IF PLANS PAVEMENT � ANO SPEgFlCATONs ASPHALT PAVEMENT COMPACTED SUBGRADE d EXIST. J GROUND BACKFILL 8 4,000 PSI CONCRETE 6" CONCRETE CURB NOT TO SCALE (REV. 01/17) 4' WIDE A BLUE L STRIPING d d d ° ° O ° d d a 4,000 PSI CONCRETE W/ d BROOM FINISH. APPLY _ ANT-SPAWNG COMPOUND. ° d ° d 2 d d d d d ° BIT. PAVEMENT APPLY ANT-SPAWNG COMPOUND as d d° Q d 8• (4NOOO PSI) CONCRETE BROOM ° W/ BROOM FINISH O 6• COMPACTED AGGREGATE BASE, #B STONE HEALTH PER TF TO GEOORE INFORMATION NFOR AL COMPACTED PROCTOR E TO 98% T FOR T NO UNITED TO STANDARD SIM D-6 MAXIMUM DRY )ING BUT NOT LIMITED TO DENSITY (ASTM D-fi98) BGRADE PREPARATION. CONCRETE PAVEMENT SECTION NOT TO SCALE (REV. 03/18) • TACK COAT 1 1/2• HMA SURFACE (9.5mm) u' ly. 2• HMA INTERMEDIATE BASE (19.Omm) PER CURRENT 6• COMPACTED AGGREGATEINDOT Commercial Real Estate Solutions® BASE, less STONE SPEgFlCATONS ill ill �� ■■ AMERICAN j■ STRUCTUREPOINT ECHNICAL COMPACTED SUBGRADE TO 98% ■ INFORMATION STANDARD PROCTOR MAXMUM DRY ■ INC. f LIMITED TO DENSITY (ASTM D-698) ARATIDN. LIGHT DUTY ASPHALT PAVEMENT NOT TO SCALE (REV. 06/17) 72N SNaBeli Station I Indianapolis, Indiana 46256 TEL 317.517.55801 FAX 317.543.D27D www.slrucmrepoim.com INDOT I� .I� �__sMaTCATIONIA �•I� _ �•I I.I •I:_Iy n71:11:II:11:II:11:II:��71:�1:II:�1:II:�1:II::�1:11:�1:11:�1:11:n'll:�l:ll:l .I:_I •I• — -11=11=11=11=11=11=I—1=11=II_11—REFER To GFGMCHNHCAL I� TOOLl31 JOINT (1/8• x A DEPTH OF SUB THICK d Ig < d d ° a d d d Intuitive Health Riverview Health Urgent Care & Emergency Room 14585 Hazel Dell Parkway Carmel, Indiana • BUILDING FACE OR 1/2' EXPANSION JOINT WITH PREMOLDED CONCRETE STRUCTURE FILLER RECESSED 1/T FROM SURFACE. Q%sI.PATro)" �I " d FILL RECESS WTN NON-SHRINKING'1/2' ¢' 1:4 Ar'° ALL-WEATHER SEALANT (SONNEBORIN ¢ ND SU OR SIMILAR.)1Qgp3g15 "i d d ° pA Wd. c '. SPATE OF I 1/2' EXPANSION JOINT WITH °"•. t ° ° 1/2' M SURFAH dRECE. ........ IS/�U NORCE SHRINKING °ALL-MIAIHER gALANT dPREMOWED G (SONNEBORN SLI OR SIMILAR.) FILLER CERTIFIED BY (E.G. FIBER BOARD) y_0• PREMCIDED FILLER ISOLATION JOINT AT IMMOVABLE OBJECT (E.G. FIBER BOARD) EXPANSION MINT CONCRETE BOLLARD DETAIL TYPICAL CONCRETE JOINT DETAILS NOT TO SCALE (REV. 01/17) ISSUANCE INDEX NOT TO SCALE (REV. 01/17) DATE: 03/11/2019 PROJECT PHASE: FINAL CONSTRUCTION PLANS SEE PUN SEE ARCH PVJRS REACTION PAD - 6' CCHCRE DUMPSTER PAD - 8' CCNCREIE 6X6-W2.9/W29 WWF 6' COMPACTED INDOT 2'-0' 8• tolNB STONE BASE 10 2-IFex9'-6' a 4•o.c. SECTION A -A COMP. AGGR. BASE DUMPSTER PAD DETAIL NOT TO SCALE (REV. 12/17) EDGE OF CURB � EDGE OF CURB ---\ 0-V YI' PREFORMED JONT FILLER (TYP) 0 5'-0• MIN. nl ro A LANDING a AREA - I 3 ED SIDE Xi FINISH) NOTES: 1 LANDING AREAS AT TOP OF B070M OF RAMP SHALL HAVE A MAXIMUM CROSS SLOPE OF 50:1 IN ANY DIRECTION. OTHE B070M EDGE OF THE CURB RAMP SHALL BE FLUSH WITH THE EDGE OF THE PAVEMENT OR GUTTER ONE. 3 IDOLED GROWES ON SIDEWALK ELEVATION TRANSITION. GROOVES SHALL BE 0.3' DEEP AND SPACED 2• O.C. ALONG SIDEWALK ELEVATION TRANSITION. OAPPROACH AREA SHALL BE SLOPED AT 50:1 MAXIMUM TRANSVERSELY 6• CONCRETE SLAB ON 40 . y. . L"1-1�1 • �.�: � =J1 • MI :N N I REVISION SCHEDULE I I NO. DESCRIPTION DATE Project Number 2018.00290 SITE DETAILS C600