HomeMy WebLinkAboutC802 General Details�i
L
L'i
J
,�
Ci
F
E
f�:
C
0
A
1
1
2
3
4
CONCRETE 6„
3000 PSI I� � 1/2"r 3" OF TOP SOIL
1 1 /2"r � I
� . � � � /��
PAVEMENT � ' `� ��� i/
� . s4' • — — _
. � \/`�
d' t �//�/�/��— —
00000000000 000��%�� �j EXISTING
0000000000000000000000000000 �� GROUND
00000000000000000000 � � = _ _
,�, y .,�..��..� - - -
/�`y` /Bi`iFy `�_ _ =
� �,�����_ _ _
EXTRUDED CONCRETE CURB DETAIL
16
C802
�
�
4
�
[�
ssss
7
E:�
TOP OF CURB
` ��;��\���\�;�\\
PAVEMENT TRANSVERSE EXPANSION JOINTS
TRANSVERSE EXPANSION JOINTS
****SEE D.O.T. STD. SHT. 12-03 FOR GENERAL NOTES
CURB JOINT DETAIL �o
NO SCALE �02
5
.��0•o�0•e�0•e�0•e�0�e •e�0 ��O•��O•��O•s�0• �O• �O•
O• �D• �O• �O•p�0 O� �O• O• �O• �O• •p.p°p• °p.
0
• O �• O O. O �• O 0• O O. O O. O O. O O. O
0 0� o 0 0� o o �� o p� o � o 0 0� a o Q� o o �� o o �.
• p °p . p °O • p �0 p ° . p O . p °O • p °p • p °p • p °
°O • p °O • °O • p O • °O • °O • p °O • p °p • p °O •
1" H.A.C. SURFACE
2' H.A.C. BINDER
2" �53 STONE
4" /2 STONE
• PREPARED SUBGRADE PER INDOT No. 207
TYPICAL PAVEMENT SECTION "
�8�2
-o.,-...-o..-..,-o. -e..- ..-...-...-o.,-o.o-o.,-o.
O.e�O•e�0•e�0 e�0•e� •e�0• �O•e�0•e�0•o�0•e�0•o�O.pso
O O• p O• O• O. O �• O O• p O• p C
0 0 0 0 0 0 0
0' O 0• O 0• O O� O • O �• O O. O O. O
o � o � o � o � o � o � o
1 1/2" SURFACE
3" BINDER
4" COMP. AGG. BASE (�l53)
4" - �2 STONE
• PREPARED SUBGRADE PER INDOT No. 207
TYPICAL PAVEMENT SECTION c8oz
(HEAVY DUTY)
6x6-W2.9xW2.9 wwf
.: �::,_: ;R�.: •�i . • �►'. • : � ��,:: :. . ", ��!�•.
.;p i��' c'o.
• � Q• � Q• � Q• 0 Q• � Q• � �� 0• Q� 0
O • o °p • o °p • o O . o °O • o °O • o °O • °p .
0 0
o � o � � o � o � o � o � o
6" CONCRETE PAVEMNT(4000 PSI)
6" GRANULAR FllL (�53)
• PREPARED SUBGRADE PER INDOT No. 207 13
CONCRETE PAVEMENT SECTION c8o2
bopepepope0epepe�e�opo�o e�e�eDe e�e pe��p�ge�o�o po po�o�o�opepo�e-
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• o• o•
o e e o e e e e e� e e s e.•..•• e e o e o e o 0 o e 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 O O D 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.o.o.o.o.o.o
o s e s s o s o• e s e a s ��•• e e e s e e e o s s e
O O O O O D O O O O O O O O O O O O Y 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• O• O• O• O• O. O•
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O• O• O• G• O� O• • O• O. O• O• O• • O• O� O• O. O• O• O• O. O� O. O•
Do�o�oDo�o�o opo�o0 0�0 o�oDo�o�opoDoDo�opopo�o
. . . . . . . . . . .
1" #11 H.A.C. SURFACE
3" #9 H.A.C. BINOER
9" #53 COMPACTED STONE AGG. BASE
• PREPARED SUBGRADE PER INDOT No. 207
TYPICAL PAVEMENT SECTION 14
(WITHIN RIGHT OF WAY ONLY) C8o2
s � 7 � $
�7
9 I 10 I
STOP SIGN INSTALLED W
� LANDSCAPE AREA
II
II
11
ii
II
2'-0"
.�a �ti
°::� �..�
M01MNC EDGE
� ��
_��
10 Z 4
� O�
FOOTINC � o
11 ( 12
HAI�ICAP, NO PARI(INC SIGN
WSTALIED W PARKINC LOT.
HMIDICAP LOCATIONS 2-SIDED
n MIHERE STALI.S FA(�IG
II
ii
II
2' STEEL PIPE. RWND OR SQUARE.
SET W CONCREIE
6' STEEL PIPE FlLLED W/ CONCRETE
•I I
II
I I ��
I I �o�
� i �W�
i i ����
, ., m
u m
��
'�� �c �PAWrC BASE
TRAFFIC SIGNAGE 5
NO scN.E CBOZ
13 I 14
15
TYPICAL UTILITY CROSSING ,
FOOIING . NO SCALE C802
6�-0' G-U YY�OWAI
AT PAVEIIENT CRADE
' • ' v ' , ,a •
� a _ � . • . . • ' Q , • ' . ° ° � a�v.
• a. . d . ,a .o. , v ,
a' , • • , d ,a ' • . C'o •
a • o MA�P�1 12•* � •� '.a .. . a ' � �• • � ' ° ° 1;20 °'• a a-.
•o •
, • �� . ' SCQPE ' ° , • • ' a � � �i . , °. ' • • . � SI-Qf�E ' , ' .
;,s . �
.. o . . • o � 4 • '�,• , ..a • ' , •
a . • ' � , . o . 4 ev • •a
4 • b . •a • • ° • • .' q •• • ` •. • • d
� . • o Q :,e . .� a . a ' J ' °'• • � • a • • .a
. � .. . a' a . . . , .
J + a . . . a v ,
CONI�tEIE q�tB TAPERED RETAINING WALL
DOMW TO CRADE AT RAYP PLAM VIEW
HANDICAP RAMP DETAIL � s
��
+ IF CLEARANCE BEHIND RIWP IS LESS THAN 48' 1HEN SIDE FLNRES MUST HAVE A 1:12 1�AX. SLOPE. C8O
WIDTH AS INDICATED ON PLANS
6X6 - 1.4 GA WWF 6-
GRADE � ��pE. ,
1/4' PER FOOT 1/4" R
. ''. • .: _ .: •. • . . �'
�.� ;-. • . . � r .•�� .,,, •:,�. . . ; : _ ' PAVEMENT
.. ` '
• ` -' ' '_' �' '' : r�: �t"'`, • f � 6•
r .� • '•.
�,y '� r.
�: :...
4' Na 53 STONE � � ��vt'
SCORE 1/4" R {'
BACKFILL •?.' y� i•
COMPACTED �4 BARS 0 13" O.C. '� st •'±• 4 GRANULAft
SUBGRADE 3� COYER MIN. '• �'• `.`•� BApCFILL
I N TEGRAL CU RB AN D WALK ,
�802
c � '' c
�� � � ��
z
o � }� o
W� ■ V1 �• Wt�
�F o � � ��-
aZ I 1�+ � aZ
`� ~ � 5'-0" BETWEEN � \�
� A VER JOINTS �
50'-0" BETWEEN EXPANSION JOINTS (1AAX.) I
� FIBER-REINFORCED CONC. (3000 PSI)
�;' .C%.��c. :+� .�� je,• !%�: �i^• "�� .w � �:s{f%•�f;'' i � ��-s2•�F� • %�.�'
tj3. •:Y*�;•w ,v' i:�'t: •.%t�+!: ,�•.z •.K:.•'��:��' •.�•. „�• :y'•;I"
�� ���
NOT TO SCAIE
SIDEWALK 8
�8�2
C�ICRETE
3000 PSI 1/2"r 3" OF TOP SOIL
1 1 /2"r
�
PAVEMENT ' �
� ° — — —
• s
� EXISTING
� ° B • •. ` � BACKFILL - GROUND
o� o °o �' — —
e°o:o• - - -
�o o :O. - -
p�O � - - -
� e
GRANULAR o •°a•o ''� — — —
BACKFILL b • +.°b • • 6»
q��'P
o.o°s
VARIABLE
STRAIGHT CONCRETE CURB DETAIL
TYPE V s
C802
�
i
�'
�0� ��A.
�
� �
.�
•
20�
� .
-
��
NOTE: ALL SiRIPES TO BE 4' PAINTED NMITE
PAINTED HANDICAP 2
C80
SYMB�� DETAIL
NO SCALE
12� ,
O
�
GREEN - ILLUMINATiNG TAPE (LETTERS) .
BLUE - ILLU�IINATING TAPE (SYIdBOI BLOq()
WHIiE - ILLUMINAi1NG TAPE (BACKGRWND)
GREEN - ILLUMINAi1NG TAPE (ARRON�
* r� GREEN - ILLU�tiNAT1NG TAPE (BORDER)
�
0
i 'VAN ACCESSIBLE" TO BE NOTED FOR
SPACES DESIGNATED FOR THAT USE.
HANDICAP PARKING SIGN DETAIL 3
r NO scn�E C802
HANDICAPPED PARKING SIGN
_�
10 I 11 I 12
..�,��� ������ �2..
8� 8�
HANDICAPPED 5� HANDICAPPED
TYP. TYP.
8' FOR VAN ACCESSIBLE
HANDICAP PARKING STALLS 4
C802
NO SCALE
13 14 � 15
I N V E S T N E N T S
Revisions
M
L
K
J
H
G
F
�,,.•����p K. Sf,�T��,�
� oP ��`sTf RF�°..ti�'� .
�
i ;
No. _
� 950002$ :: � _
�°�`STATE OF '
.1 .'� �
�.,��'�`• ��!DI ANP.�� �`.� , E
'''����.`���IVAL ��.````.
CERTIFIED BY
iHIS ORANANG AND 1FE IDEAS, DESICNS AND (�NCEPTS CONTABJED
HEREW ARE iliE EXCLU5IVE WiEU.ECNAL PROPERiY OF 1HE SCFUJEIDER
camoRnnori �rw a� Nor �o e� u�u oe r�aeoouc�� w wHO�e aR w
PART, IMTHOUT iHE IM21iTEN CONSENT OF 1HE Sp1NEIDER CORPORAl10N. �
1999� The Schneider Corporation
r � The �
Sch�n.eider
CO,,p '1�`dtlO�l1.
�. �+ v .J.
LJ � . �
3020 North Post Road Engineering
� Indianapolis� Indiana Surveying
46226-6518 Landscape Architeeture
317-898-8282 G1S o LIS
317-899-8010 Fax Geology
Formerly ScLneider Sngineering Corp. / Bohlen� Ileyer, Gibson k Assoc.
REI INV�S"fMENTS, INC.
RESIDENCE INN/SPRINGHILL SUITES HOTEL B
CARaIEL, INDIANA
GENERAL DETAIIS
Date Prnject No. Drawn Approv.
12 30/99 438.003 BET
Computer Files Sheet No. q
J: \438\003\DWGS\C802.DYYG
� ���