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� �.OS FEOl11REMENT
MIN. 6" TOPSOiL TO
� � ENSORE GRA55 GROWTI
F NOT ONOER PAbENENT
EDCE OF PAbEMENi.CURB �
GOTiER OR SIMILAR I�
SiROCNRE IN THE
POBLIC ftICHi-OF-WAY
ir wiTMiH s� or cocc or PavcucHr,
OSEINDOT dB CROSHED STONE OR
APPRObE� E�UIV.CLASSIBE��ING
unr[Ru� Hnrvo raua[o oa wn�kEo
INTO PLACE TO MIN. OF 12" ABOVE
ma or awe nrvo ^e' eorereow
COMPACIEO TO 95R STANOARD
PROCiOR DENSiTY i0 TOP OF TRENCH.
MiN. 14"
— ir rvor wiTHiry s oF [oc[ or
PAVEAIENT,OSEINOOi NB
CROSHE� STONE OR APPRO�E�
eamv c�nss i eeoowc unrzeu�
HAN� TAMPE� OR WALKE� INTO
PLACE TO AIIN. OF 12' ABOVE TOP
OF PIPE AN� REGOLAR BACKFlLL
e TO TOP OF iRENCH.
�,Q � oEVTH a� ecoowc
Bc= OUTSIDE DIAMEIER ALL INIiIAL BACKFlLL SHALL BE MAiERIAL BELOW PIPE
D= WSIDE DIAMEIER IN4ALLE� IN 6� TO 1Y 0 tl(MIN)
a= ocaTM or eEoowc sa�nrvcco urrs.
NAIERIAL BELOW PIPE 4]" k SMALLEF 4�
A MINIMUM 9' Of CLEARANCE �0" ID 60" 4'
SHnLL BE PROhDED ON EnCH 66" & LARGER 4'
SIOE OF TIE INSTALLEO PIPE.
PLASTIC PIPE (PVC & HDPE) BEDDING DETAIL
r�or ro scn�E (eEv. iz/n)
oisrnNcc ocriHco er
� o.a.r. RcauiacucHr
MIN. 6 TOPSOIL t0
� . ENSURE GRA55 GROWiH
.. r� . F NOT ON�ER PAVEMENi
II��11J11 ��. waiu,�n.i w�oTM.
EocE or vn�uErv1, cuaa � J1fJ � .:� _
IJ1f +zs e� +iz'
GOTiER OR SIMILAF 'I�J
SIRUCNRE IN iNE PUBLIC lu ��=
ftIGHT-0E-WAT �I .� —I
I: V�THIN 5' OF EDGE OF
PAVENENT, OSE IN�OT "B"
BORROW OR EpUIV. GRANOLAR
MAIERIAL COMPACiE� ID 95R
areocmre oervsm vare ervnree
1RENCH 9ACKFlLL
uirv. iz-
6 NOT PoiHW 5 OF EDCE OF
PAVEMENT: OSE IN�OT "B� BORROW
COMPACiE� ID INOOt 90R
sinrvonreo Preocmre oervsitt ID M
M ec or Pia[ oiau[r[R nNo R[cuuR
_ BACKFlLL TO TOP OF iRENCH
a
DEPiH OF BEDDING
irrrun K9]E_ MAIERIAL BELOW PIpE
9c= OUTSI�E �IAMEIER ALL INIIIAL 9ACKFlLL SHALL BE
0= INSIOE �IAMEffR INSiALLEO IN 6" TO 12� 0 tl(MIN)
tl= �EP1H OF 9EOOING BALANCED LIFTS, p)" y SMALLER 3"
MAffRIAL BELOW PIPE
A NINIMOM 9� OF CLEARANCE }0" TO 60" C
SHALL BE PROVI�E� ON EACH 66� k LARGER 6'
sioE or Nc irvsTn��o vwE.
REINFORCED CONCRETE PIPE
(RCP) BEDDING DETAIL
Nor ro scn�e (aev. is/n)
100'
6" OR B• pp, tOP OF CURB
� (iW) IDP OF PAVEMENt
1RANSVERSE �ARIES W/tYPE
E%PANSION JOINiS OF CURB
REANSVERSE
CONWAC➢ON JOINiS
CURB JOINT DETAIL
Nor ro scn�e (Rev. m/n)
CftOVM CAP W/ CONC.
1" A90VE IDP Of PIPE
6�0 SID. STEEL PIPE
ca�vnwzeo x vnwrzo,
riuco w/ corvcrecrz.
2'-0"0 x 6'-0" OR 2'-0" x
s'-o^ . a'-o^ corvc. raonrvc.
SLOPE CONCREIE 1" P90VE
k lISIiW/ SiEEL iROWEL.
BROOM FlNISN
\ 6'
s� ie� aono
ASPHALt � R
� 4,000 P51 CONCftEIE PAVEMENt
W/ 9ROOM FlNISH tOP501L
� q / a IIIIIIIIIIIIIIIIIIIIIIIIIII
a' couancr[o irvoor
psa sTorvc
couancTEo suacanoc ro esz
MO�IFlE� PROCTOR MAXIMOM
�RY �ENSIIT (ASThI D-155])
24" DEPRESSED CONCRETE CURB
Nor ro scn�E (aEv. s/ie)
COMPACIED
SUBGRAOE
RE9AR5
O2_6
�arvc
BOTfOM
OF CURB
�
�
CONCRETE WHEEL STOPS
NOT TO SCALE (REV. O1/1])
Y
CUFB TAPER
�� EN� OF LORB
CURB TAPER DETAIL
NOT TO SCALE (REV. 01-1])
E%St � �
� creourvo
� encrcviu
0 4,000 PSI CONCPEIE
6" CONCRETE CURB
�uot ro scn�E (aev. oi/n)
NOiES:
��p?" O LAN�ING AREAS Ai TOP OF BOTTOM OF
� RANP SHALL HAVE A MA%IMUN CRO55
� Oj SLOPE Of 50'.1 IN ANV �IftECPON.
� <v.yQc� — a RARE� SI�E �ryE 90TfOM E�GE OF iNE CUFB FAMP
(BROOM FlNISH) O2 SHALL BE FWSH KIiH iHE E�GE OF
q y.p �q 1HE PAVEMENt OR GUTiER LME.
a s
s9.q� �+�qt a TOOLED GROOVES ON SIDEWALN
qF � O ELEVAlION TRAN51➢ON. GROOVES SHALL
j BE O.b" �EEP AN� SPACE� Y O.C.
ALONC SI�EWALK ELEVAiION
\\ / lRAN51lI0N.
.r \c�C APPROACH AREA SHALL 9E SLOPE� AT
`�G'�_ a..� �/1 / J��c OO 50:1 MA%IMUM 1RANSVERSELY
0
nY'� 2LAN �
LAN�INC
SI�EWALK 6 0� ELEVAiION iRAN51110N AREA PAVEMENT
SLOPE 1P 1 NA% VARIES
6' CONCREIE ON 4" COMPACIEO � --
IN�OT pB STONE 'MiH BROOM PINISH Jy pREFORMED JOINT FlLLER —� ��—�-�
sEcnory c-c i i i=ni�11Tm11T�,1�-
PAVEMENT PER PLANS Y SI�EWALK PER PLANS Y
RELEASED FOR CONSTRACTION 1°iii�i�ii
91� ' �'.':'� .'.�. .:
�II �
Su6jec��ocompliancewithallregula�ions Secnory H-N
o4S�a�eantlLocalCodes ;SIBLE RAMP. TYPE 'G'
City ofCarmel (REV. t2/1])
`�sv���\o,�r�nlfl
�
onrE: 11 /19/19
TOPSOIL DEPiH PER
LANDSCAPE PLANS
AND SPEQPICATIONS
INSTALL JOINTS EVERT 15� AN�
SEAL $" DEEP
HOLE W/ MOFTAF
��
°
a�
TOOLED JOINT
� (1/8' x R OEPTH OF
SLAB iNICK E55)
a a
a �
d �
a
d4 SMOOW S1EEL RI
2�-0� LONG'MTI Sll
arvo oawc� caP (z'-a' a.c.)
co�o �ory� ROD SNqLL BE GREASEO ON CONIHOL JqNT
SIDE INSERiED INTO CAP.
BUIL�ING FACE OF 1/T E%PANSION JOINT WIIH PREMOL�E� 1/Y
CONCFEIE SIROCiORE FlLLER RECESSE� 1/2" fAOM SORFACE.
FlLL RECE55 V/iiH NON-SHRINKING
1/Y PLL-N£AiMER SEALANi (SONNEBORN
SL1 Oft SIMILAR.)
. .d a°. R�laa � .
�/r exanxsioN dowr vnTM .. � a � �
. : a 4 vaEua�o[o Fa�[a R[c[ssEo � .� �. a
. 1/Y FROM SURiACE FlLL � d ��
. RECESS WITH NON-SHRINKING � Q G
a . a � . � nu-wenirvere sen�arvt . .
� � d� a (SONNEBORN SL1 OR SIMILAR.) 4 .
a a
� PREMOLOE� FlLLER �d �
(EG FIBER BOAR�)
arecMo�oco Fi��R Emqnsary danr
SOLATW JONi AT MYOVABLE OBJECi (E.G FIBER BOARD)
TYPICAL CONCRETE JOINT DETAILS
N01 i0 SCALE (REV 01/1J)
APPLY ANiI-SPALLINC COMPOUN�
BROOM FlNISH 4,000 P51 CONCFEIE
SEE PLAN FOR KI�TI � Q.
I 9 \
`Y\� [iOPf TO I]RAM 2% MA%. / pl
CONPACiE� SOBGRAOE J
i0 95X NOOIFIED 4" IN�OT /9
PROCTOR AIA%IMON �RY COMPAClEO AGGREGAff
EN� OF COftB pEN51iV (ASiM 155J)
FlNISHEO GRA�E. SLOPE
AWAT iAOM SI�EWALK (iYP.)
CONCRETE SIDEWALK
Nor ro scn�e (aev io/n)
1 4 �
a
d a
O
s ll
` ll
aa W=
d G —��
.N
TOOLEO CONiROL JOiNT M' W1DE.
uirv. Y oevrH a' carvc. s�aa
(4,000 P51) W/ 9ROOM FlNISH
b1 a °
C' COMPACiED J I����
INDOT NB Jl�lr�
AGGREGAIE
COAIPACiED SOBCRA�E TO 95S
AIO�IFlED PROCTOR MAXIMUM
�RT �ENSIiY (ASIM �155J)
.n
TACK COAT
1
_1 1/4' HNA SORFACE (95mm)
d 1/Y HMA 9ASE (4SOmm)
B' COMPACiE� ACCRECAIE
BASE, d53 STONE
COMPACIEO SUBGRA�E 10 95R
MODIFlEO PROCtOR MA%IMUM ORT
�ENSITY (ASiM D-159)
HEAVY DUTY ASPHALT PAVEMENT
NOi i0 SCALE (REV. 06/1J)
� ■
O AMENICNN
'ER °°RR`"� ■ STRUCTUREPOINT
irvoor
SPECIFICAiIONS INC.
■
]260 SM1atlelantl S�a�ion Ilntlianapolis,lntliana 06256
TEL 31 ].50]5580I FAX 31].503.02]0
wwws�mc�wepoin�.com
- APPLY AN11-SPALLING
i � COMPOIIN�
aa c
aa 4 Q
� e' (a,00a asp corvcreete
rvoh. � � a .. ' w/ aRoou riwsN
aRohoc exvnrvsory dowts nt � � . . � o
eui�oirvcs ore iMMavne�e � � �
09JECi5. CONiROL JOIN15 At
5-0' O.C. OR AS SHOWN ON 6� COMPACff� AGGREGAff
SIIE PLANS, WITH EXPANSION S 9ASE, b9 STONE
down nr �o'-a' o.c. Max.
� ���iii�iTi�iTi�iTi�iTi�TiTi�TiiTi���,�LTi�Ti=iTi-iTi-Ti-iTi��
III —11I IIIII—II II
—T— —� i i — —
REFER TO GEOIEGHNICAL COMPACIE� SOBGRAOE TO 95%
REPORT FOR MORE WiORMAlION MO�IfIE� PROCTOR MA%IMUM �RY
NCLUDING BUT NOT LIMITEO TO pEN51tY (ASiM �-155J)
SUeCpAOE PREPARAjCONCRETE PAVEMENT SECTION
NOT TO SCALE (REV. 03/18)
APPLY ANII-SPALLING
� cauvourvo
�r' anoms-Toa�[o
ROIIN� E�GE
� �� � PAVEMENT
•
�
da
d
a
a
pa reeana (corvr.) d
TOP k BOITOM
REfEF TO iYPICAL CONCREiE NOIE,
doirvT oeTm�s ory Nis sHeer areovioe im�nnary doirvis nT
FOR JOINPNG WfORMAPON. BWL�INGS OF IMMOVABLE
OBJECiS CONIROL JOINiS AT
5'-0" O.C. OR AS SNOWN ON
511E PLANS, WITH E%PANSION
JOINTS AT 30�-0" O.C. MA%.
COMBINED CONCRETE CURB AND WALK
Nor ro scn�e (eev. m/n)
CONCRETE BOLLARD DETAIL
NOT TO SCALE (REV O1/tJ)
NOTES:
FLARED SIDE O LAN�ING AREAS AT TOP OF BOiTON OF
(BROON FlNISHJ RANP SHALL HAVE A MAXIMOAI CRO55
G H G SLOPE OF 50:1 IN ANY �IRECTION.
OO HALL BE FLUSH WIT1 1HE E�GE OFMP
OlHE PAVEMENT OR GUTIER LWE.
12:1 MAX � N� O IDOLEO GROOVES ON SI�EWALK
SI�EWALK/ b� j
LANDING AREA 3 El£VAlION 1RANSIiION. GROOVES SHALL
BE 03" DEEP AND SPACED T O.C.
2 ALONG SI�EWALK ELEVATION
H lRAN51110N.
6-0" MIN
EIEVA➢ON O APPROACH AREA SHALL BE SLOPE� AT
iRAN51➢ON �� 50:1 MAXIMUM WANSVERSELY
6'-0" ELEVAl10N
SI�EWALK lRAN51PON LAN�ING AREA gOtIDM EDGE OF RAMP TO BE
LANDING AREA SLOPE 14'1 NA%. VARIES � FLUSM YPiM GUTiER FLOV0.INE
: . .. .. ' PAVEMENT
=111 Ilf •
COMPAC�TE�E N OT� �B�II III—II�" pREFORMEO JOINt FlLLER ,
srorvE mTM aaoou rirvisH 11-111- I�rlll 111=1'�
SECIION G-G I�rlll„J�I
BOtiOM E�GE OF RAMP TO BE VpRIES 1�-0�
iWSH'MTI GUTiER FLONtWE � y/iOTH PER PLAN —
PAVEMENT — —
_ _ _ � .'� 8" areevoreMeo dowt ri�liere
��=I I Ili li I SECiION H-H
ADA ACCESSIBLE RAMP. TYPE 'H'
N01 10 SCALE (REV. 12/1JJ
vnreiEs
K I_5�-0"_� K �� NOtES:
6' CURB I MIN. I OO RAMPNSHqRLAS ��TO�AOIMUM CROSSF
SLOPE OF 50:1 IN ANY DIRECiION.
O ox O
SIDEWALK/ ���� ���� SIDEWALK/ O THE BOTiON E�GE OF ME CORB RAMP
LANDING AREAS MAK- � �� F 3 �AK' LANOING AREAS SHALL BE FWSH 'MlH WE EOGE OF THE
PAVENENT OR COTIER LME.
O TOOLEO GROOVES ON SI�EWALK
6�-0� � 6�-0" 3 ELEVAlION 1RANSIiION. GROOVES SHALL
MIN. �MIN. BE O.J" �EEP AN� SPACE� 2" O.C.
\ � ALONG SIDEWALN ELEVAPON iRAN51TON.
t�r APPROACH AREA SHALL BE SLOPE� Ai
PLAN OO 50:1 NAXWOM TRANSKRSELY
ELEVAiION iRAN51TON LqNDING EIEVAlION 1RANSIiION
SIDEWALN/ 6�-0" MIN. AqEA 6�-0� MIN, SI�EWALK/
LAN�ING AREA SLOPE 121 MA%. VARIES SLOPE 12:1 MAX LANOING AFEP
5'-0" MIN
, II—fi CONCREiE ON 4" � III.III--111 I -_
I LONPACiE� INDOT NB
IIISTONE WITH BROOAI FINISH SECiION K-K
SI�EWALH I III III, I
6 'MDW PER PLAN
BOTiOM E�GE OF RAMP TO BE FWSH
COftB ftAMP µ1TH COiiER FLOWLWE OR PAVENENT
2.OR MAX.
PqVEMENT
� '° �doirvl�re�e-11— — — —iTi r�.
SECiION L-L
ADA ACCESSABLE RAMP. TYPE �K'
�uor ra scn�e (aEv. iz/n)
iACN COAT
I 1/Y NMA SUFfACE (45mm)
s,/z' hMn ense �zs.omm� WB DEVELOPMENT PARTNE
°ER C0f"F"T 4441 W AIRPORT FREEWAY
rvoar
6" COMPACIE� AGGftEGAiE SPEQfICATI0N5 SUITE 330
ense, Hsa sraHe IRVING� TEXAS 75062
- - - - - - - - - = 1�11=1 i PHONE: (214) 699-5137
- I— -- '— — — =111=11 IIIII�IIIIIIIIII II�III. �
REFER ID GEOffCHNICAL COMPACiE� SUBGRA�E TO 95%
REPORT FOR MORE INFORMPiION MO�IFlE� PROCTOR MAXIMIIM �RY
iHcwoirvc eur Har uMirzo ra ocrvsitr (nsm o-iss�)
SUBGRAOE PREPARATION.
LIGHT DUTY ASPHALT PAVEMENT
NOT TO SCALE (REV O6/1J)
fis6 WY.9xW29 WWF APPLY ANiI-SPALLING
COMPOUNO
Q
Q
� �—L ��� � 8" 4000 P51 PORRANO CEMENt
�. .. � n. �� a d corvcreete vntry ereooM rirvish
a
0" COAIPACiED AGGREGATE
BASE,IN�OT �B STONE
I� I� I I—I I I� I I I I I—I I II I
� i I-1I1-1I I� I� I, � I_= i—
- ���� I I-
REFER i0 GEOiECHNICAL COMPAClEO SU9GRA�E TO 95X
REPORT POR MORE MFORNAiION MOOIFlE� PROCIDR MA%IMUM �RY
rvcwowc aur rvor uwrzo ro oeesrtv (nsrM o-�sn)
s�a�RAoe PRePaRAno�. HEAVY DUTY CONCRETE PAVEMENT
N01 10 SCALE (REV O6/1J)
NOT TO SCALE
NDIANAPOLIS
tEHABILITATION
10SPITAL
260 CITY CENTER DRIVE
:ARMEL. INDIANA 46032
*; 11800754
STAIE OF
"O.iii piOXAI c^po°.
N. �
CERTIFIED BY
ISSUANCEINDEX
DATE:
04I17I2019
PROJECT PHASE:
DP/ADLS
MATE
Project Number 2018.02759
°�"ET SITE DETAILS
C600