HomeMy WebLinkAboutC801 SITE CONSTRUCTION DETAILS3' TOP S011
COMPACTED
BACKFILL
24'
co
N
G
CURB AND GUTTER, CONCRETE, TYPE
NO SCALE
' 1
1
r ti.
---------------------------
.................................a..................v
NOTES. INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE
CURE ALL EXPOSED SURFACES
CONTRACTION JOINTS SHALL BE SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/3' D
DAMPEN SUBGRADE BEFORE PLACING CONCRETE
CONTROL JOINTS EVERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM. PREFORMED EXPANSION JOINT EVERY 50' MAXIMUM.
NO BACKFIWNG OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE
SHALL BE INSTALLED IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS
-
CURB 8c GUTTER, TYPE DETA L
NO SCALE
6'
4'
3' TOP SOIL
Jl • •,
,
COMPACTED BACKFILL
"o ! • BITUMINOUS PAVEMENT
.•' 4 •' �'% CLASS 'A'
CONCRETE
D=9"
STRAIGHT CONCRETE CURB
NO SCALE
NOTES- INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE
CURE ALL EXPOSED SURFACES
CONTRACTION JOINTS SHALL BE SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/3' D
DAMPEN SUBGRADE BEFORE PLACING CONCRETE
CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWISE EVERY 10' MINIMUM
NO BACKFIWNG OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE
SHALL BE IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS•
STRA ■HT CONCRETE CURB DETA L
NO SCALE
LEGEND
OA 1.5" HMA SURFACE, ON
CONCRETE CAP, ON
COMPACTED SUBGRADE
/� rr
01
.a.........a.....a...a.....................a...a.....a.........................a...a.....a.a
.....•.•.•.•...•.•.•.•...•.•.•...•.•.•.•...•.•.•.•...•.•.•...•.•.•.•...•.•.•...•.•.•.•...•.•
.......................................................................................V V
.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.
.............................................................
1
vvvvvvvv
1
r• « 416, a
Film
1 • 1 1 « 7' � 1 1 1 7' " 7' 1 � •• 7 1 •� 71 � 1' " 1 1 �• 1 �
it 1 �'�1 • 1 �' 1 1 1 • b 7 � 1' v �7' 71 �
m
U
Cn
C)
Q
z 5
'Q U
V / LLJ
N~
J
W
� U
Q
U
Q
0 N
1
Z
Cn M
0
Q U
� Z
z
Q 0
~ W
Cn
J o
IJ F-
W D:f U
Q
U o
Q
LL m
c
� U
U J
Z
1/2" PREFORMED JOINT FILLER
24'
6" 18"
_ ..: •
I 1 1/2"
SLOPE TO MATCH ADJACENT CURB
•
a
' �,• '
I$IDENIIAL/COMMERGIIL:,�iFVEWAY �` '« .
. • ; .
• +f % . .. - 7 ;• •
... '� »A.
264
,.. • ��
'
•. c . - - • • : �: i
a •.
`'•
• .:: :: _ • CONCRETE
f
�4 • .� : i•
'.
�. •
SEE STANDARD DRAWING 10-21A. 10-21B. OR 10-22
CONCRETE DRIVE WITH COMBINED
DEPRESSED CURB AND GUTTER
NO SCALE
DEPRESSED CURB 8c GUTTER DETA L
NO SCALE
Cn
0 J
Q W
0
z �
'Q
V /
CD
Cki
LI_J
M
LL
Q U
U o
W
LL V)
0 W
� o
u
10
CD
Q Z N
0
I
zQ
� � O
REVISED 04.27-21 0
NOTE-
JOINTS SHALL BE CUT
WITH A JOINTER HAVING A
8
z
z
RADIUS OF 1/4' AND FILLED
WITH JOINT FILLER.
z 8
-I�
z
N
WIDTH OF WALK OR MAX 6'-0'
N
BETWEEN TRANSVERSE JOINTS
48' BETWEEN EXPANSION JOINTS (MAX.)
Cn
Q J
0 �
Q 0
V)
J W
W
� I
J
U Q
� U
0
• •w !Y\W wvV1�rW� m rwvvwrvwV
WITH SECTION 604 OF LATEST INDOT STANDARD SPECIFICATIONS. —
U
CONCRETE SIDEWALK
NO SCALE
NOTES.
EDGED AND BROOM FINISHED . NO "PICTURE FRAME' FINISHES WILL BE PERMITTED
CLASS 'A' CONCRETE
6" DEPTH OF CONCRETE AND 6" COMPACTED AGGREGATE NO. 53 TO BE USED ACROSS DRIVES Q Z 00
IF AGGREGATE IS REQUIRED #53 STONE WILL BE USED AT A MINIMUM OF 4 WITH EXCEPTION OF ACROSS DRIVES Z Q O
REVISED 04.01-20 cn
TYP CAL— S DEWALK DETA L
NO SCALE
6' MIN
SIDEWALK ADJACENT TO CURB
NO SCALE
RAISED 1/2' TO
ALLOW SETTLEMENT
Q Z O
I
Z Q O
REVISED 04.01-20 0
CONCRET
SEE C80'
5'-0"
1/2" SEALANT
18"X1/2" DIA. SMOOTH BAR @ 24" C.C.
GREASE & DOWEL CAP
DRILL AND GROUT
1 % MIN. SLOPE TO 6" EMBEDMENT
p 0.
4 00
7 � G
1:6
Iva 24" 12 1/2 EXP. JOINT FILLER
TOOLED CONTROL JTS.
1/4" WIDE, MIN. 1" DEPTH 4" CONC. SLAB W/ W6X6, W1.4xW1.4, W.W.F. W/
BROOM FINISH. CONTROL JTS. @ 10'-0" O.C. MAX.
& EXP. JTS. @ 40'-0" O.C. MAX. (SEE PLANS FOR
ANY VARIATIONS)
BROOM FINISH
NOTE: CONTROL JTS. &
4" GRANULAR EXPANSION JTS. SPACING MAY
BACKFILL VARY. THE DIMENSIONS ABOVE
ARE MAXIMUM. SEE PLANS
II—III—III=III=III=III=III=III=III=III- FOR ANY VARIATIONS EITHER
COMPACTED &WELL -III—III—III=III=III=III—III—III=III=I INDICATED OR IMPLIED.
DRAINED SUBGRADE I=I I=I I=III=I I=III=III=I II II II I=
III —III -III III- I I 1=1 I I-1 I I— —I
4" CONCRETE SIDEWALK DETA L r
NO SCALE
6x6, W2.9xW2.9, WWF
m DO
d
CONCRETE STOOP DETAIL
NO SCALEAV
C801
(QD A
TII I I I II II I CONCRETE PAVEMENT
COMPACTED 6" COMPACTED AGGREGATE #53
SUBGRADE
cTRAIGHT CONCRETE CURB, SEE C801 FOR DETAIL 8 99 CONCRETE PAVEMENT SECTION
Y PAVERS, VEHICULAR STRENGTH -23" THICKNESS
L202/203 FOR PATTERN, COLOR, AND SIZE NO SCALE
16' TO MAX.16" SAND FILLED JOINTS
1 "' BITUMINOUS SETTING BED WITH TACK COAT #4 REBAR 24" O.C. BOTH DIRECTIONS
BETWEEN BASE AND SETTING BED
6" REINFORCED CONCRETE a
6" COMPACTED AGGREGATE #53
a
COMPACTED SUBGRADE
a °
1" DIA WEEP HOLE @ 24" O.C. PLACE AT LOW a a
POINTS a
AND ALONG CURBS A °
CLAY PAVER PAVEMENT SECT ON
SCALE: 1 /2" = 1'-0"
4)
#4 REBARS VERT.
4)
#4 REBARS HORIZ.
@
24" O.C.
1"
CHAMFERED EDGE
CONC. BOLLARD,
BBED FINISH,
IDES
CONCRETE BOLLARD DETA L
NO SCALE
0
I
_ o
I
00
12" NOTE:
ARROW TO BE PAINTED
SOLID WHITE (TYP.)
PA NTED ARROW DETA L
NO SCALE
PAINTED SOLID WHITE
10'-0"
�; -STOPS
6'-10"
NOTE:
LETTERS TO BE 2" WIDE
PAINTED SOLID YELLOW (TYP.)
STOP BAR 8c ■ GN DETA L
0
I1 I I1 I I1 I I1
III —III —III III CONCRETE PAVEMENT
COMPACTED 6" COMPACTED AGGREGATE #53
SUBGRADE
12" CONCRETE PAVEMENT SECTION
NO SCALE
18"X 1 /2" DIA. SMOOTH BAR @ 24" O.C.
GREASE & DOWEL CAP 1 /8" SAWED
OR TOOLED
1 /2" SEALANT CONTROL JT.
DRILL AND GROUT TO 6" EMBEDMENT
�— 1:3 a
EX. CONC. o
o.. a.
9
12"
1 /2" EXP. JOINT FILLER
EXPANSION JOINT W/ DOWELS @ EX. CONC. CONTROL JOINT
SELF LEVELING BUILDING FACE OR
SEALANT NEW CONCRETE PVMT.
1/2" PREFORMED
EXPANSION JT. EXTEND JT. MATERIAL
a TO BOTTOM OF PVMT.
CONC. PVMT. 0./
EXPANSION JOINT @ BUILDING FACE OR NEW CONCRETE
CONCRETE JOINT DETAILS
NO SCALE
N
TACK COAT
01
Ir
BITUMINOUS SURFACE #11
BITUMINOUS BINDER #8
COMPACTED SUBGRADE 4" OF COMPACTED AGGREGATE #53
4" OF COMPACTED AGGREGATE #2
STANDARD DUTY
ASPHALT PAVEMENT SECT ON
NO SCALE
TACK COAT
i�
III III III
COMPACTED
innnnnr
—III
BITUMINOUS SURFACE #11
BITUMINOUS BINDER #8
BITUMINOUS BASE #5D
n" n� nnkennnTrn nnnornnTC 1Ir-z
_ 11
4" OF COMPACTED AGGREGATE #2
HEAVY DUTY
ASPHALT PAVEMENT SECT ON
T
k4�7
CARME7
'< 'T E R
PEDCOR DESIGN GROUP LLC
Architecture / Project Management:
355 City Center Drive
Carmel, Indiana 46032
317.705.7979 (phone)
317.705.7980 (fax)
Engineer:
\ \ \\\\a%XXIIII0.
Qom.
910023 =
STATE OF 4 0
Off•
IONA '
By:
Developer:
P E D C O R
DEVELOPMENT CO.
Project:
COPYRIGHT & OWNERSHIP OF DOCUMENTS
THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE
PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL
INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION
AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS
PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT,
INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL
INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND
PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND
PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN,
THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR
PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE
DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED,
MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE
SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R.
STUTZMAN AND PEDCOR DESIGN GROUP, LLC. m COPYRIGHT 2022
JAMES R. STUTZMAN, AIA, Carmel, Indiana.
CONSTRUCTION DOCUMENTS
Set Issue Date Sheet Issue Date
01 /30/2023
Drawn By Checked By
DBH RDM
Last Revision Gate:
Project Number:
21071.001
Sheet Title:
SITE
CONSTRUCTION
DETAILS
Sheet Number:
C801
NSTALL CURB ADJACENT TO EX. PAVEMENT
NO SCALE
SIDEWALK ADJACENT TO CURB
NO SCALE
NO SCALE
NO SCALE