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VARIES W/1YPE
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CONiRAC110N JOINTS
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DESIGNATED FOR THAT USE.
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of S�a�e antl Local Codes
City of Carmel �GN
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DATE: 08�24�20
WHIIE LETIQIS
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MOUNIINC HEICHT - T ABO�E GRADE.
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a PNNT BWE LAMPHOLE CASIING � W I I 1/2" HMN SURfNCE (9.Smm) �
W/ SOLIO LID. NEENAH CURB TAPER
- o I �'I R-19)6-A IXt EQUAL � ENo OF CURB 2" HAIA WIERMEDIAIE �����
S CONCREIE COLLAR BASE (19.Omm)
� P 5' I I g" I � 3" HMA BASE (25.LTnm)
_ I I_ I EN� OG CURB P E R C O R R E N T
e FAINT KHOE -III � II-. � I CARAIEL
svcciftcnna�s 717 Congressional Blvd. , Suite 300
I��� I -I� r -- 0 6' COMPACIED AGIX1EGAlE Carmel, Indiana 46032
�, �" WDE BEDDING MAIERIAL -III-I1 � ' BASE, p53 STIXlE
BLUE I I-I I Ir �
s,�,P,N� CURB TAPER DETAIL
^" aa^ 111=iii-ilf=�l 1�-�111- ��� +s ecr�o NOT TO SCALE (Rev. oi-n) - - - - - - - - - - - - - - -
-I�I-I�I-I�I-I�I-II li IIII-III-III-III-III-III-III-III-III-III-III-III-III�
�I�I �II�II�II�II�II�II� I i W c gl �-III-III-III-III-III�TjIIIIIIIIIiI�III-IIIiIIIIIIIIIIIIIIIII. �
Rre• _� s• �II 111=111=11 -111-i_i = � ree�re ro ceo�cHrvicn�
BRWM FINISH REPORT fOR MORE WFORMAiION
e� t \ 6. TOPSOIL DEPiH PER INCWOING BOT NOT LIMIiED TO
LANDSCAPE PLANS SUBGRADE PREPARAlION.
AND SPEQFlCAlI0N5
' �T °,a � as,„p�r `I � rR � RIGHT OF WAY PAVEMENT SECTION
o II-= _ PppEMENT NOT TO SCNLE
I�II-III-III-II � I 1pp5qL (REV. O6/1])
1 1 �0 , -III-III-III-III- CONCREIE CRADLE
'1'%l� � cl�l-l�l-I�I-I I��-I��-I��-I�
rl _III-ITi � d -I��-I��-I��
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NOIE: I�I I�I I /
BEDDING MAIERIAL TO BE IN ACCIXtOANCE N11H I�II�II�II E%SL J 'Y" ■
PLISTIC PIPE (PVC AND HDPE) BEDDING DETAIL. IIi=IIIi=IIIii I II�II�II GROOND TACN COAT �
- GAINT VMIIE II�����II � 1 1/2' HMA SURFACE (9.Smm) O FMEPIrpN
VARIES VARIES CLEANOUT DETAIL � II�II�II�II q 1/2' HMA BASE (25.Omm) ■ STRUCTUREPOINT
SEE PLAN COMP�CIED L� -L iNL
NOT TO $CALE (REV. 01/1J) SUBIXUDE PER WRRENT
ADA PARKING SYMBOL AND STRIPING aa�Fl�� 6' COMPACTED AGCREGAIE INDOT
NOT TO SCALE (REV. O1/1]) 0. 0. BASE. A53 SiONE SGECIFICAlI0N5 �
6.000 P51 CONCREIE � II60 SM1atlelantl S�d�ion II^tliandpolis,lntliana 66356
NOTES:
3" LAN�ING AREAS AT TOP OF BOTfOM Of I-III-III-III-III-III-III-III-III-LI-III-III-III-I - TEL3b.501.55B0�FAXJb.5d3.02]0
�, � INSTALL JOINTS EVERY 15' AND -�1=III-III-III-III-III-III-III-III-III-III-III-III. �� wwwsimcturepointcom
O R�MF SMALL HAVE A MA%IMOM CFOSS 6" CONCRETE CURB qpGN INTI SIOEWALK JOINTS �'i ��' "' III-Ili
�`� 1 SLCPE OG W:1 IN ANT �IRECiION. µHERE A�JACENT TO SI�EWALK. - I I- I I-I I I
��" O RARED SIDE NOT TO $CALE (REV. 01/1]) FEFER TO GEOiECHNICAL COMPACIED WBGRADE ID 9}R
3" ��'Ff y- O 1HE BOTTIXA E�GE Ci lHE WRB RAMP REPORT iOR MORE INFOFMAiICN
(BROOM FlNISH) 2 SHALL BE FWSH W1T1 iHE EDGE OG APPLY PNII-SPAWNG INCWOING BOT NOT LIMIiE� TO A10DIFIED PROCTOR MA%IMUM DRV
�fy 1HE PAKMENT IXt CUTIER 11NE. TOOLED CONIROL ,roINT $" W1�E, COMPOUNO SIIBGRA�E PREPRRAlION. DENSIiY (AS1M D-155�)
`E�b�� AIIN. 1' OEFT1 4' CONC. SLAB 6"
""xq,r / "y� O roo�eo ceao�s aH soewuk (4.000 P5) W/ BROqA FlNISH I� r anoms-�oaeo LIGHT DUTY ASPHALT PAVEMENT
� El£VAlION iRAN51ilON. CROOYES SHALL I/ ROUND EDGE NOT TO SCALE (REV. O6/1])
3 BE 03' �EEP AN� SPACE� 2' O.C. �/
ALONG SI�EWALK ELEVAlIQ4 YI p � . a . . 4.
1RANSI110R .
y. MPROACH AREA SHALL BE AOPED AT �• PA4£MENT
"� 9 P. W.�a O 50:1 MAXIMUAI 1RANSVERSELY
n�. � 2 V i d
/.p'�2 h
7',p - Q � TAp( COAT
nqy py�� 4" COMPACIED II-III-III-III-III-III-III III-III- - I 1/2' HMA SURFACE (9.5mm)
LINDING p��EGAI�E I I I i I I I �I I I I I I I I I=I I I I I I I I II I II I II I 4
SIDEWAIK 6� 0 ELEVAlION RUNSITION pREA PAVEMENT - p 3 1/2' HMA BASE (25Cmm)
SLOGE 12:1 MAX VARIES r� IIIIIIIII III IIII IIIII a PER CURRENT
,�.�. COMODI ED ROCRTIXtEMAXIAIUM BIIIIiI III � •� � 5 ECIFlCATONS
; -:, o R. o E�� n c�� o, u„ e• < o M O A<,� o a� E � A,� CARMEL MEDICAL
6' CONCREIE ON 4' COMPACIEO - - -- a BASE. p53 STONE
INDOT d'8 STCNE M11H BRCOM FINISIT Y[ PREfORMED JqNT FILL£R II-III-III IIU �� � ARTS PAVILION
SECTOu c-G ' IIII IIL,IIII III-11 4 = _ _ _ _ _ _ _ _ _ _ _ _ _
I I- {V REBAR (CONT.) --I I I-I I I-I I- - I-I I I-I I I- - I I-I I I
rov r< eonaM I, i il I II I1=1I I-I I I I I I II I I-_ _____ i i
GAVEMENT PER PLANS 1' SIDEWALN PER PLANS �� REfER TO iYPICAL CONCREIE NOIE, -- - --IIIliIiiIIIIIIIIIIiiIIIIIIIIIIIIIIIIIIIIIIII-IIII=
- - JOINT DETAILS ON iH15 SHEET PRONOE ISOL4➢ON JOINTS AT REFER TO GEOIECHNICAL COMPACIED SUBGRADE TO 935
FOR JqNTNG INFIXtMATON. BUILDINGS OR IMMOVABLE REPORT FIXt MIXtE MFIXtMAlION MO�IREO PROCTOR MA%IMOM DRY
OBJECIS. CONiROL JOIN15 AT INCLUDING BUT NOT LIMOEO TO DENSIiV (ASiM 0-155J) q
IIL- -_ • iO ��� 5'-0' O.C. OR AS SHOWN ON SUBGRADE PREPARATON. �`��Q N. MERIDIAN ST.
IIIIIIII Illll�lilllllll III �� 7.- sh auns. vn�ry exvnrvsioN
°' sF�r�„ w_w aaH�s n� ao-o� o.c. Mnx. HEAVY DUTY ASPHALT PAVEMENT
ADA ACCESSIBLE RAMP. TYPE 'G' COMBINED CONCRETE CURB AND WALK �or ro s�a�E (REV. Ofi/1J) CARMEL, INDIANA
NOT TO SCALE (REV. 12/1]) NOT TO SCALE (REV. 01/1])
NOIES ��� t �� TOOLED JOINT
FLFRm SIOE O UNDING AREAS NT TCP OF BOTiOM C£ MOUNIING � V8� (1�8� x Y OEP1H OF ��8�
� 1' OY�x3Y� STEEL BEAM GUARDRNL (12 GAUGE) (9RCOM FINISH) �I RAMP SHALL HAVE A MAXIMUM CROSS � pLATE I AAB THICK E55) ��
C H C ' �OPE OF 50:1 IN ANT �IREC➢ON. � 5�� I
� W6v155K1 �' LONG POST BRACKET „ J�'0 RNWL � �
' O SMALL EGG�LUSH NITV 1HE mGE OFMP � � SPIXE �n��Q a�. µ�IO � a a 4 �����
� 2i6'0 HEX HEAO BOL15 HE% NUT 2 WT O 1HE PAVEMENT OR CUTIER LINE �\ a s �
WA REOWRE� EACH POST 2 BOLTS PER ;� X � ,I � ` CONCREh �H . � � 9
BRACKET, STAGGEREO AS SHOWN SIDEWALI(/ �\ 'u� �O T��D GROOOES ON SIOEWAIH � Q
LANDING AREA 3 ELEVA➢ON 1RANSI110N. GROOKS SHALL 32' S1EEL � . . p a
- 35'v BOLT (BUTfON HEAD. OVAL BE 0.0' oEEP ANo SPACED 2' 0.0. � NBING N11H a � � � � 4 a
SHOUIDQt) HE% NUT, CUT WA WA. qLONG SIOEWAIH ELEVAlION POKDER COAT � � a �""`V N.IS///����/
I��ai(a x3 W/ �$e x1" SLOT (iTP.) H 2 1RANSIIION. BL1CK I19'�Y" 1 1�I a d . � � `��w�� .. r.i/�_
6'-0" MIN CONIROL I � � ` 0��"��\ST[/�f,wG�.
EIfVAlION O APPROACH AREA SHNLL BE SLOPEO AT .plNi p4 SAIOOIH SIEEL ROD. � Q NO. O
� Wbv15 Sx8' 3' LONC POST O 12'-8" O.G 50:1 MAXIMUM leAN5YIIt5ELY � �
1RANSI110N pyAa 8.0' �Np) � Fl cv<nou mFw 2'-0' LONC N1T1 SLEEVE � .
�4� ANO �ON£L CAP (2�-0� O.C.) �
� ib'0 CARRIqCE BOLT, HE% NUT, CUT WA. (TPJ I� � EXppN50N LgD�ItlI CWIHaL JOINi 3 ���OOOBZ �' �=
ROD SHPLL BE GREAYD ON
8'-0' ELEVAlION � I 2!�-e\ � � �qNT 9DE INSERIED INttI CAP "� �A� � �
� 1-��0 EXiHA STR. PIPE SIOEWAIH TRANSiION LANOING AREA '""' ' � �PO :�W
_ LANDING AREA SLOPE 12:1 MA%. VARIES � BOTfOM EDCE OF RAMP TO BE ��. /NDIANF1 \��
RUSH 1NT1 GUTIER RONLNE d p f -� a��
I/I � a F INVERIED U SME RACK BUILOING FACE OR 1/2' EXPANSION JOINT Y�iH PqEMOLDED 1 2 '��,s�ONAL E�O�
. a �A���T dl �Im I i �(2 BICYCLE CMACItt) CONCRETE SIItUCNRE �� ��//111111111U��
FlLLEF RECESSE� 1/Y FROM SUFFACE.
� NO GRGSS 5� IN 1HIS AREA =1I I I IJ • Q 4 2 FlLL kECE55 WI1H NON-SHRINKING
COAIPACIEDE NDOT � I-I $� FREFORAIED JqNT FILLER • a /� ALL-KEATIER SEALANT (SONNEBORN
� mC£ OF ASPHALT PAYEMENT IIIII,III- IIIIIIIII I _ ^ SL1 OR SIMILAR.)
TONE NiTH BROqA FlNISIr --I .
1,000 P9 CONCREIE
SEC➢Ou G-G -III,,,IIIIIIIIIII- � a a . � SIDEWALH DE AIL 4 a a p,184 1/Y E%PANSION JOINT W1lH p� F�E� BY
BOTf0A1 EDGE OF RAMP TO BE I VARIES 1'-0' , � . a 4 PREMOLDED FlLLER RECESSED � �. �. a
RUSH VdTI GUTIER ROBLINE � g�p�ry PER PLAN - 'U' RACK SCORE PATIERN TO BE E%PCT PND SQUARE . � 1/Y" :R04 SURFACE. FILL d.
RECE55 1fllH NON-SHRMKING Q d ISSUANCE INDEX
PAKMENT � Q /�LL-WEAIHER SEALANT . �
-- NOTES: d � d (SONNEBORN SL1 OR 9MILARJ 4 � DATE:
' `,o �� . � � II I II I I. INSTALL BIXE RACKS ACCOROING TO AIANUFACNRER'S SPECIFlCATONS. � a
_ � 4 a � 08109/2019
-- �� 2. U RACNS TO BE POWOER COAIED BLACK � � PREMIXDEO RLLER �
- I- I I, I SECnOH -I I I-' 3. SEE SIIE PLAN FOR LOCA➢ON.
I- Y�" PREFIXtMED JOINT FlLLER 4. RACK TO BE SURFACE MOUNIED TO CONCREIE PAO FER (E.G FIBER BOARD) pREMOLDED FILLER PROJECT PHASE:
�� = - N-N ppNUFACIURER�S RECOMNENOA➢CNS. 5[IATON JqNi ATINYOVABIE C&CCT (E.G FlBER BOARO) E%PRN94N JpNi
ADA ACCESSIBLE RAMP. TYPE 'H� PERMITTING
)ETAIL BIKE RACK (�' STYLEI TYPICAL CONCRETE JOINT DETAILS
NOT TO SCALE (REV. 12/1]) NOT TO SCALE
(REV. 01/1]) (REV. 01/1]) NOT TO SCALE (REV. O1/1])
K 6" CURB I 5� K� L O1 RAMP�SHALL HAVE A�MAXIAIUM CRO55 � P�AN SEE ARCH FLANS i 2.35'
AOFE C£ 561 IN ANY DIREC110N. O O O O O O O O O O O O O O O O O O O O O O O
O o e[ OO Q a� � � Q Q �I O O O O O O O O O O O O O O O O O O O O O O O O O O O
IDEWALN/ ' rl2 ��� SIDEWALI(/ O2 y�jqLL E�FLUSH N1iH TIE EDCE OFMTIE � �� � a � i� � a. �� �i O O O O O O O O O O O O O O O O O O O O O O O
ANDING AREAS ��' i 3 1 3�� LANDINC AREAS . I d I O O O O O O O O O O O O O O O O O O O O O O O
PAVEMENT OR GUTiER LINE, a� � a .� EN0.65UFE
I (SEE ARCH PLANS) �Q I O O O O O O O O O O O O O O O O O O O O O O O O O O �
TOOIW CROOVES ON SIOEWAIH a I i � I
2 b ��� �� Q . . I O O O O O O O O O O O O O O O O O O O O O O O'
I 6'-0' I I 6'-0' I O El£VATON TRAN51➢ON. GROOVES SHALL A . a . � 6 � . . i A �
MIN. �MIN. BE 0.3' DEEP AND SPACED 3" O.C. n � Q O O O O O O O O O O O O O O O O O O O O O O O N
� ALONG SIDEWALN EIfVA➢ON iRPN911CN. 6,OW P51 CCNCRETE W/ �� a i � ap � a � I O o o O O O o O O O O o O O O O O O O O o O O OO OO OO OO
v \ � � BFWM FIN191. APPLT L
4 APPROACH AREA SHALL BE SLWEO AT U � ANII-�AWNG CIXAPOUN�. a � . U � � a d � O O O O O O O O O O O O O O O O O O O O O O O
eLPli O 50:1 MA%IMUM 1RANSYERSELY � O O O O O O O O O O O O O O O O O O O O O O O
ELEVG110N IRGN911CN LpNDING ELEVATON 1RANSI110N t a� i t � � 4 � �I O O O O O O O O O O O O O O O O O O O O O O O O OO OO OO
9DEWALK/ 6'-0' MIN. AREA 6'-0' AIIN. SIDEWALH/ rc �� d a 9� � o� . �I o 0 0 o O O O O O O O O O O O O O O O O O O O
LANDING AREA AOPE 12:1 AIA%. VARIES SLOPE 12:1 MAX. LANOING AREA a � � � Q � �� � a � � �i I 4'-0' AIIN. (VARIES NITI M1DT1 OG RAMP) I
I 5'-0" MIN. IJ' .Qa � � 1$ i
Q i a i
� ° � � � . � �I 1R11NGlE� �CGE PLAN NEW R111Nf11Fl1 OOL'F 4P<flNp
_ _ _ . - - d .a 4 � Q � I � Q � I
- -' � I
- II- 6, corvcecic ou v � III _I11='-III-I , --1 - � � � � � Project Number 2017A2968
I COMGACIED INDOT /8 • � a � i �S
,IIISTONE MiH BPOOM FlNISH SECTION K-K �_______________________________� 1. DEIECTABLE WARNINGS SHALL BE OG 1HE PAVER OR MAT TTPE K11H ADHESIVE PER 0.4'
BIT. PAVEMENT MANUFACIDRERS SPECIRCAlI0N5.
SIDEWAIH SEE PLAN SEE ARCH PLANS 2. V�DT1 OG DEIECTABLE WARNINC PREA SHALL BE A MINIMUAI OF 4 FEET AND VARY � r��=� SITE DETAILS
6� W1D1H PER PLAN _ I I I I I I I I, � y��ry µ�O1N OF RAMP.
CURB RAMP B11ry � UTIER ROYh1NE OR AKMENT , REACPON PAD - 6' CONCREIE OUAIPSIER PAD - 6' CONCRETE }, LENGTI OF DEIECTABLE WARNING AREA SHPLL BE 2 FEET REGARDLE55 OF SECTON ��
I 1NDT1. I
2.OR MA%. � I 4. DEIECTABLE WARNING AREA CAN BE SpUARE YMERE USED IN A CURB RADIUS I 0-y- I
f � -- --� �- � - � T 5. DEIECTABLE WARNINC DOMES SHALL BE Al1GNED ON A SWARE GRID IN TIE
- -- ^ . PREDOMINANT DIREClION OF OF iRAKL TO GERMIT WHEELS TO ROLL BETSEEN
-III=III=P�'���T z;"-I I III II-III-z11�M19 IB o�`oc� ------ - Da.iES.
m X[ PREGORMEO I- I 0� 8� b%8-W2.9/W2.9 'MFF 6. DECTECTABIE WARNINC AREA SHALL BE A CONiHASTNG COLIX1 1N pLL LOCA➢ONS. R2pNCAlEO OONE SECTON
JOIM FlLLER-II1-II - - - 6' CIXAPAClEO INDOT � ]. IF MA15 ME TO BE I15ED. WGES SHALL BE BEVEIID i0 ELIMINAIE 1RIP HAZARO.
m i - - /0 STONE BASE /� /� O O
Kcnnu i-i SECTION A-A COMPAClEO SUBGRADE TO 95R TRUNCATED DOMES � �
ADA ACCESSABLE RAMP. TYPE 'K, COMP. AGGR. BASE DUMPSTER PAD DETAIL "ocr01si�iv �ns�To us"ij"°" oa� PLAN AND CROSS-SECTION V V