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CP SIGN INSTALLED IN
HANDICAP, NO
VDSCAPE AREA
PARKING SIGN
INSTALLED IN PARKING
Fl LOT. HANDICAP
II LOCATIONS 2-5IDED
I I WERE STALLS FACING
2" STEEL PIPE ROUND
OR SQUARE SET IN
CONCRETE
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FOOTING
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NOT TO SCALE C505
FOONNG
E VELDED MORE MESH 2' FROM THE TOP OF THE CONCRETE SECTION
NEEDED 'WORE MESH WW 6X6 W 1.4/1.4
P6' PORTLAND CEMENT CONCRETE (4,000 PSI) WADBER REINFORCEMENT
O o O o O o O o O o O• o O Q
•0 O DO 0• °O O °O °O•
12 COMPACTED SUBGRADE
6' OF COMPACTED INGOT a53 STONE
PER INGOT STANDARD SPECIFICATIONS, SECTION 904
NOTES:
1. CONTRACTOR TO SUBMIT SHOP OPINIONS FOR HEAVY-DUTY CONCRETE
JOINTS TO ENGINEER FOR REATA PRIOR TO INSTALLATION.
ALL MATERIALS AND INSTALLATION PER APPLICABLE
INDOT STANDARD SPECIFICATIONS, LATEST EDITION.
HEAVY DUTY CONCRETE PAVEMEVSNI
NOT TO SCALE C805
APPLY SEALANT AT TOM ASPHALT PAVEMENT AT EDGE OF PROPOSED
EDGE BE PROPOSED CONCRETE PAVEMENT. SAW -CUTTING OF PAVEMENT
AND EXISTING IS NOT PERMITTED 'WTHOUT ENGINEER OR OWNER'S
CONCRETE PAVEMENT REPRESENTADVE APPROVAL.
MATCH FINISHED GRADE
PROPOSED ASPHALT
PROPOSED CONCRETE PAVEMENT SECTION
PAVEMENT PER PLANMARA
PER PLAN
CONCRETE it ASPHALT PAVEMENT JOIN ,7
NOT TO SCALE C805
PREPARED SUBGRADE COMPACTED IN ACCOHNI
NM SECTION WIN OF STANDARD INGOT .
BITUMINOUS RECREATIONAL PATH
NO SCALE
- 110j/SM. HMA MTUMINOUS SURFACE SS mm ON
- 33131 HMA BITUMINOUS INTERNFDIATE 19.0 mm ON
COMPACTED AGGREGATE 153 STONE ON
ASPHALTo TRAT TO IL DETAI LE05
DETAI L B
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City off Camlel
�AnEA�\B.kMWA�
DATE: 11/13/19
TOOLED CONTROL JOINT
(I/2" x v4 OF SLAB INFT E%)
J
0
S CI
.5„ PAVCNAIT /
G11 Gil Or
° — GRANULAR
III III III III III BACKILL
4" COMPACTED GRAVEL BASE
III COMPACTED SUBGRADE ugRlEs
COLD JOINT D
NOT TO SCALE CBO5
HANDICAP PARKING
\�8' FOR VAN ACCESSIBLE
(SEE PANS roe LOCAII016;
HANDICAP PARKING STALLS
NOT TO SCALE
w BELOW THIS USDOT R7-8 STANDARD
SIGN. THE FINE SHOULD
BE POSTED AS MINIMUM OF 9200E
EEN - ILLUMINATING TAPE (BORDER)
ro
N
-
NHITE - ILLUMINATING TAPE (BACKGROUND)
I -ILLUMINATING
TAPE
(LETTERS)
CACCESSIBLE
- ILLUMINATING
TAPE (SYMBOL BLOCK)
- ILLUMINATING
TAPE
(BACKGROUND)
w VAN ACCLFALL 10 HE NOTED TOR
SPACES DESIGNATED FOR THAT USE.
THE VAN ACCESSIBLE SPACE IS SHOWN
I - ILLUMINATI
TAPE
(ARROW)
AS AFT VIDE WITH AGO SET MADE
ACCESS ABLE THAT IS SHARED AIM
ANOTHER ACCESSIBLE SPACE. SEE SHEET
I - ILLUMINATING
TAPE
(BORDER)
LI.01 FOR LOCATION OF VAN ACCESSIBLE
SPACE.
FEDERAL SETTLEMENT AGREEMENT
REQUIRE A SEPARATE SIGN BE INSTALLED
BELOW THE STANDARD DOT R7-8
HANDICAP SIGN THAT SAYS ' VAN
ACCESSIBLE°.
HANDICAPo5
NOT TO PARKING SIGN
10'
DIM.
PV
D
NOT ALL STRIPES TO BE 4' PAINTED BLUE
PAINTED HANIDI APNOT TO E SYMBOLyos DETAIL
CONCRETE BAND
4MINIMUM CONCRETE EXPANSION JOINT, TYPE
G
4
III COMPACTED SUBGRADE
CONCRETE BAND
SCALENOT TO C805
(2) #5 REBAR
COMPACTED #53 GRAVEL BASE
T1 i r
` III �
' CANCR��9 %0 COMPACTEDPOSED SUBGRADE
3000 PSI
DEPRESSED CONCRETE CURB Q
NOT TO SCALE
I I TOP OF CURB
TRANSVERSE EXPAND
ION JOINTS PAVEMENT BOTTOM OF CURB
TRANSVERSE CONTRACTION JONTS JJJ///
NO' MAX. SPACING
CO MAX. SPACING ON ADID
CURB JC8D5
NOT TO OINT SCALE
DETAIL
6° COME
P
BACKBLL
TAPERED CURB
T TO LEEND DETAIL CBDS
BOSS" CONTROL JOINT
(3/8' X I/4 OF SLAB THICKNESS)
4" COMPACTED GRAVEL BASE
95% COMPACTED SUBGRADE
CONTROL JOINT e
NOT TO SCALE CB05
1/2' EXPANSION JOINT WITH PREMOLDED
FILLER RECESSED I/2" FROM SURFACE.
FILL RECESS WITH NON -SHRINKING
ALL-WEATHER SEALANT (SONNEBORN SLI OR
/2,I SIMILAR).
, APREMOLDED FILLER (EEG. FIBER BOARD)
i
fl
I 11�1 I
1� " COMPACTED GRAVEL BASE
% COMPACTED SUBGRADE
EXPANSIONCaoS
NOT TO SCALE
JOINT
COAT
7O0 °O °Os DO Oe DO °0 00 DO
°0.0 °0.0°0.0°0 0°0.0 °0.0 00.000.
00. 00 O O O. 00.0 00. 0 00 000
1.5' (165 Ibs/SYD) HMA Surface
2" (165 Ibs/SYD) LIMA Intermediate
3" (330 Ibs/SYD) HMA Base
8"53 CRUSHED LIMESTONE AGG. BASE
PREPARED SUBGRADE PER LOOT No. 207
ASPHALT HEAVY�D5
NOT TO DUTY PAVEMENT
MATCH EXISTING GRADE PROPOSED ASPHALT PAVEMENT
1y' SURFACE COURSE
f— PROPOSED HMA
EXISNNG ASPHALT PAVEMENT SECTION
PAVEMENT
PRO
POSED 9LIMESTONE
]II III III —III —III III —III O /�0,� /�0,� /�O� CRUSHED
BASE
EMSTING SUBGRADE
NOTES:
I. MILL SURFACE I" DEEP FOR 12' FROM SAWCUT EDGE. TACK COAT ALL EXPOSED
SURFACES AND OVERLAY NTH 1.5' OF ASPHALTIC SURFACE CONTINUOUS WITH
PROPOSED PAVEMENT SECTION.
LAP JOINT DETAIL e
NOT TO SCALE CBD5
NOTE -
COLOR FOR DECORATIVE
CONCRETE PAVING TO BE C-21
AWBE TAN, INTEGRAL COLOR
BY SCOFIELD OR APPROVED
EQUAL
FINISH TO BE MEDIUM BREACH
CONTACT SCOTT RETES AT
56M-2B2-DR2. SEE SHEET C101
FOR LOCATIONS.
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STRAIGHT CONCRETE CURB e
NOT TO SCALE C805
C5
5
No.
LA20700037
STATE OF
DATE: 04.18.2019
THIS DRAWING AND THE IDEAS. DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE ME EXCLUSIVE
INTELLECTUAL PROPERTY OF ME SCHNEIDER
CORPORATION. AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART. WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
coRPORAnorv.
COPYRIGHTED By THE SCHNEIDER CORE(201
(41b
Schneider
THE SCHNEIDER CORPGRATI❑
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216-1037
Telephone) 317.826,7100
Faxl 317.826.7200
www.schneidercorp.CoM
Civil Engineering
GIS w LIS
Land Surveying
Landscape Architecture
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DATE: PROJECT NO
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DRAWN By, CHECKED By
CAJ MRK
SHEET nTLE
GENERAL DETAILS
DRAWING FIILES'.
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