C8013/4" CHAMFER (TYP.) 8" 3/4" CHAMFER (TYP.)
o VARIES TO
� 2'-0" (MAX.)
N
z_ —2"
#5" 12" O.C.
EACH WAY
#5" 12" O.C.
(3) #5 CONT.
�IN
WALL DETAIL "A"
8"
z
N
#5" 12" O.C.
EACH WAY
WALL DETAIL "B"
SITE RETAINING WALL ,D
NO SCALE C801
#4 NOSING REBAR
(TYP.)
1j" O.D. STAINLESS STEEL PIPE
(BOTH SIDES)
12"
3" RADIUS
—F
N
0 4" CONC.
PAVEMENT
LANDING
• '-- 2"0 x 6" DEEP GALV. STEEL PIPE INSERT
u ° CORE DRILL INTO CONC. & GROUT SOLID (TYP)
= }" DIA. SMOOTH DOWELS
12" LONG 0 12" O.C.
= I I CENTERED ON JOINT
I- -I j
#�4 BARS 12" O.C. BOTH
glad q4 BARS 12" O.C. BOTH DIRECTIONS 2" CLEAR.
}" EXP. JNT. MAT. DIRECTIONS 2" CLEAR.
W/ SEALANT (TYP.)" DIA. SMOOTH DOWELS
12" LONG 0 12" O.C.
I ,• I CENTERED ON JOINT
SECTION NUMBER OF RISERS SHOWN IS FOR EXAMPLE. SEE PLAN FOR
ACTUAL NUMBER.
CONCRETE STAIRS W/ HANDRAIL
NO SCALE
PAINTED BLACK 1 1/2" 0 I.D. GALVANIZED STEEL RAILING
12" 4 SPA. @ 6' ON BOTH SIDES. JOINTS WELDED & GROUND SMOOTH
LT+
P��A ❑
J ❑
D
M
RETAINING WALL 2"0 x 6" DEEP GALV. STEEL PIPE INSERT
SIDEWALK CORE DRILL INTO CONC. & GROUT SOLID
HANDRAIL GUARDRAIL (TYPICAL FOR HANDRAIL AND GUARDRAIL)
HANDRAIL / GUARDRAIL DETAIL RD
NO SCALE
VARIES (1 1/2" MIN.) SURFACE COURSE
(BITUMINOUS SURFACE #11)
LEVEL DEPRESSIONS BY WEDGING
WITH SURFACE COURSE.
SURFACE MILL EXISTING PAVEMENT. BLOW OUT AND REMOVE
ALL VEGETATION AND DIRT WITH HIGH PRESSURE AIR. CRACKS OVER
3/8" WIDTH SHALL BE FILLED WITH A HOT POUR RUBBERIZED
ASPHALT CRACK SEALER. REMOVE EXCESS SEALER FROM SURFACE.
ASPHALT OVERLAY DETAIL ,3
NO SCALE C801
CLEANOUT COVER
THREADED -TYPE
WATER TIGHT &
CAPPED AT ALL
TIMES
FINISH GRADE. CLEANOUT PLUG
ROUND FLANGED HOUSING
W/HEAVY DUTY CAST IRON COVER
JAY R. SMITH 4251
/18"X18"X4" THICK CONCRETE PAD
RISER PIPE SAME AS SEWER
SLOPE
STORM CLEANOUT
NO SCALE C8o2
6" 1 10" 6" SLOPE 1/2"
PAVEMENT PAVEMENT
BROOM FINISH
NEENAH R-4990DX W/
II III"C" GRATE & "X" FRAME
`o ° IIIIIIIIIIIIII
- - II=III-III_
III11III=III-III=III- COMPACTED SUBGRADE
TRENCH DRAIN DETAIL 9
NTS C802
1/2" PREFORMED 6" 4" 6" SL PE 1//2" &
EXXP. JT. '�' '�' Wp BROOM FINISH
PVMT. PVMT.
_W
=III=III=11=11 - ACO NW-100 PRECAST
III -III= TRENCH DRAIN W/480
=III=111=1I I1=1I1=1 SLOTTED GRATE
-III-III III-IT
=I III II a Ill lI I- COMPACTED SUBGRADE
FOUNTAIN TRENCH DRAIN
NTS C802
CLAY PAVER,
PEDESTRIAN STRENGTH - 2}" THICKNESS
SEE L202/203 FOR PATTERN, COLOR AND SIZE
MIN. lb" TO MAX.
SAND FILLED JOINTS
CONCRETE SIDEWALK, -
SEE C801 FOR DETAIL
MIN. 1" TO MAX. 1j"
SAND SETTING BED
PREPARE SUBGRADE IN
ACCORDANCE WITH
SECTION 207.02 OF
STANDARD INDOT SPECS
4" COMPACTED AGGREGATE #55
C�
V
PARKING
VAN ACCESSIBLE
(WHERE APPLICABLE)
TYPE "A"
POST (9'-6"x4")
FINISH
GRADE
1. 10"
HANDICAP PARKING SIGN 6
NO SCALE C8o1
10"D
NOTE: ALL STRIPES
,D TO BE 4" PAINTED
20'
3„ 4" rYP,
18"-
1�
6'X6'BOXW/
BACK GROUND
COLOR BLUE
HANDICAP PARKING SYMBOL
NO SCALE C801
o•
SECTION
6" PRECAST CONC. WHEE 6"
BUMPER N
0 0 `aD
PLAN
1"DIA. x 18" LONG G.I. PIPE AT EACH —
END. DRIVE INTO GROUND.
PRECAST CONCRETE BUMPERr
NO SCALE C801
SET PAVERS" ABOVE FINISH GRADE OF CURB TO
ALLOW FOR SETTLING
STRAIGHT CONCRETE CURB, SEE C801 FOR DETAIL
CLAY PAVERS, VEHICULAR STRENGTH -2j" THICKNESS
SEE L202/203 FOR PATTERN, COLOR, AND SIZE
MIN. jV' TO MAX. fJ" SAND FILLED JOINTS
1j"' BITUMINOUS SETTING BED WITH TACK COAT
BETWEEN BASE AND SETTING BED
6" REINFORCED CONCRETE
6" COMPACTED AGGREGATE #53
IT1li,lll 'COMPACTED SUBGRADE
1" DIA WEEP HOLE 0 24" O.C. PLACE AT LOW
POINTS
AND ALONG CURBS
ALTERNATE
CLAY PAVER PAVEMENT SECTION
SCALE: 1/2" = 1'-0"
TOOLED CONTROL JTS.
1/4" WIDE, MIN. 1" DEPTH
4" CONC. SLAB W/ WI 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
=1=I=III=III=I=I=I=III=III-
FOR ANY VARIATIONS EITHER
COMPACTED & WELL -III-III-III=III=III-III-III-III=III=
INDICATED OR IMPLIED.
DRAINED SUBGRADE -III-III III -III III=III
III=III-III=
4" CONCRETE SIDEWALK DETAIL
NO SCALE C801
N
64, W2.9xW2.9, WWF
00
io
—II=III ! :11
-III II III CONCRETE PAVEMENT
COMPACTED SUBGRADE 6" COMPACTED AGGREGATE #53
8" CONCRETE PAVEMENT SECTION 2
NO SCALE C801
18"X 1/2" DIA. SMOOTH BAR 0 24" O.C. 1 /8" SAWED
GREASE & DOWEL CAP 1/ TOOLED
1/2" SEALANT CONTROL JT.
DRILL AND GROUT TO 6" EMBEDMENT
o. EX. CONIC. c
12".
�1/2" EXP. JOINT FILLER
EXPANSION JOINT W/ DOWELS 0 EX. CONC.
SELF LEVELING
SEALANT
1/2" PREFORMI
EXPANSION JT.
CONC. PVMT. -
CONTROL JOINT
BUILDING FACE OR
NEW CONCRETE PVMT.
EXTEND JT. MATERIAL
TO BOTTOM OF PVMT.
EXPANSION JOINT 0 BUILDING FACE OR NEW CONCRETE
CONCRETE JOINT DETAILS
NO SCALE
TACK COAT \
in
`v
iTiiT iTiITI BITUMINOUS SURFACE #11
BITUMINOUS BINDER #8
COMPACTED SUBGRADE 4" OF COMPACTED AGGREGATE #53
4" OF COMPACTED AGGREGATE #2 (BY BID PACKAGE 1)
STANDARD DUTY
ASPHALT PAVEMENT SECTION
NO SCALE C8o1
//�
IVA
IIIIII III
II • �s
s::��n.
•N.i'v
:.•, F. �l ,.
oil
•'t.
4" OF COMPACTED AGGREGA.L #2 BY BID PACKAGE 1)
HEAVY DUTY
ASPHALT PAVEMENT SECTION r5
NO SCALE C8o1
ehverity
E N G I N E E R I N G
9229 Delegates Row, Suite 150
Indianapolis, IN 46240
317.706.2075
www.enverityENG.com
Engineer:
��omuuuumni,
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KEY PLAN
OVERALL SITE "A"
SCALE: NTS
PLAN NORTH
Developer:
P E D C O R
DEVELOPMENT CO.
Project:
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0 DISTRIBUTOR TO OTHER PART Es S NOT m BE COXUSMEn As
TY RIGHTS OR OTHER RR— R, HTS A
ORNINNOR CONTAINEDHEREIN CONSTTUTESSTBE CRIGINALMDLL
PUBLISHED WORK OF THAND
PEDCOR DESIGN GROUPELLCC THESE —INGS, OR THE RE NIO PART OR WHOLE OFAMES R.3TH15 DESIGN.
PORTIONS GS MAY BE
RECOPIED THE EXHIBIlEO LTING IHING OR OTOGRPPHR�PUBLISH R.
S1UO'TZMAN AND PI"5 R.
RCOF ES GN GRIT', LC,®COPYRIGHT-5
CONSTRUCTION DOCUMENTS
Set Issue Date Sheet Issue Date
0v0sn]
Drawn By Checked By
DBH DBH
Last Revision Date
Sheet Title:
Site
Construction Details
Sheet Number:
C801