HomeMy WebLinkAbout44-01 Plans May 3rd 2001 C104 Details2X2 WOOD STAKE BLDG. FACE ___� 1/2" PREFORMED
STRAW BALE SELF LEVELING BUILDING FACE OR SEE PLAN FOR / EXPANSION JT,
FLOW GRATE SEALANT CONCRETE PVMT. SLOPE / (SEE DETAIL) 1/2" RADIUS ROUND
1/2" PREFORMED 4" CONC. SLAB TOOLED EDGE (TYP.)
EXPANSION JT. EXTEND JT. MATERIAL STOOP LEVEL W/ W1 6X6 10/10 GRADE
4 TO BOTTOM OF PVMT. FINISH FL. ELEV, W.W.F. W/BROOM
—7
CONIC. PVMT. FINISH
. , . : . #4 REBAR 20"
7" 11I =1 I _a 1 -11
Vp - z LONG @ 12" O.C.
'El I IE�l I I II_.
FIN. GRADE I /A*% "F .. p, NE" E'mi IE'll I�
6" 1 r= I IT=
SEE STIR. PLAN
FOR CONTIN.��. t
1-1/2" R tki ir— 1 15 �kl�_ I
I— 1=71=17I I E� 171 E�Fi I = IT -
COMPACTED COM PACT E
BACKFILL ASPHALT TOPPING
SUBSOIL 1/2" PREFORMED Tl I
0. STORM INLET EXPANSION JT. 00
.. . I
6
ASPHALT BINDER STRUCTURE (SEE DETAIL) 06 71 EXPANSION JOINT DETAIL
0
1=111 NTS __-AC 1 JO4 4" DRAINAGE FILL
1��W=l I IH-I NOTE: STRAW BALES TO BE STAKED-2 STAKES TURN
-111=IIIEII PER BALE MIN.-4 BALES PER STRUCTURE SLAB "�,6
EPDXY DOWN OUTER SIDES 6
IEI I 1=1 I I- TOOLED CONTROL JTS. 4" FIBROUS REINFORCED CONCRETE BELOW FIN. GRADE A WELL COMPACTED
111 =111 =1 BOUND W/WIRE SUBSOIL
1/8" WIDE, MIN. 1 PAVEMENT W/BROOM FINISH & OR PVMT. 41- 280 East 96th Street
COMPACTED SUBSOIL DEPTH CONTROL JTS. @ 10'-0" O,C. MAX. Suite 200
. ..... SECTION A PLAN & EXP. JTS. @ 40'-0" O.C. MAX. Indianapolis, Indiana 46240
APPLIED ANTI SPALLING 848,7800
1=1 I IEEI I I SEE DETAIL CONCRETE STOOP DETAIL
=11-111- - V//// COMPOUND FAX 317.574.0957
NTS
INLET SEDIMENT FILTER DETAIL - C 104
T11
APPLIED CONC. CURB DETAIL 3'�
—I L —I I la I la 117--111-11 r
TOOLED CONT. JTS. Architecture
NTS \CI04/ NTS 104) Nr NOTE: CONTROL JTS. & APPLIED ANTI- Engineering
61 EXPANSION JTS. SPACING 1/8" WIDE, MIN, SPALLING COMPOUND Land Planning
1 1/2"X 1 1/2"X 24" LONG --+MAY VARY. THE DIMENSIONS 1 DEPTH Historic Architecture
Landscape Architecture
ABOVE ARE MAXIMUM. SEE 1" R TOOLED Interior Design
WOOD LATH TO SECURE TO PLANS FOR ANY VARIATIONS 4 CONIC. SLAB Space Planning
CL STAKES ROUND EDGE Surveying II III =111 =111— III— III — III - 111 =1 {1 =1 I- EITHER INDICATED OR IMPLIED. SEE DETAIL 1211
36" EIDE NON-WOVEN 4" COMPACTED AGGREGATE BASE PVMT. @Copyright 2001
TREE PLANTER BED SECTION AT MONON TRAIL r2O 0
. .. . ........ JO4 POLYPROPYLENE GEOTEX FABRIC 4" CONCRETE SLAB DETAIL 07
(4.5 OZ/S.Q YARD) 1\
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NTS NTS Scope
Drawings h=
MAINTAIN BY REMOVING Th. dro.'mg, 4. not
4,w:b. .1 4
TOOLED CONTROL JTS. 6" FIBROUS REINFORCED CONCRETE —1." .1
> _3, the C..'L o. the ° ""' gml
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ACCUMULATED SILT 1/8" WIDE, MIN. PAVEMENT W/BROOM FINISH to,,* shell f—ith 01i ,
'i fe, the proper
DOWN SLOPE 1 -1 /8" DEPTH CONTROL JTS. @ 12'-0" O.C. MAX. _d I I 1I III ..U. hd �e nip'llum f the ..A.
& EXP. JTS, @ 40'-0" O.C. MAX.
CUT CONTINUOUS TRENCH, 6" APPLIED ANTI SPALLING SEE DETAIL Revisions:
A TO 8" DEEP & INSERT LOOSE COMPOUND -I I a 111
7--11 1'= 71T_ 6
END OF FABRIC, BACKFILL b
W/ EXCAVATED MATERIAL & A I IEI I 1=1 I I
'NOTE: CONTROL JTS. & 1=1 A I I- -
COMPACT I I
ZiD EXPANSION JTS. SPACING I=M---
=1 I B
MAY VARY. THE DIMENSIONS
2"X 2"X 36" LONG HARDWOOD 'ABOVE ARE MAXIMUM, SEE
711 JEEI EE PLANS FOR ANY VERIATIONS
101-011 STAKES W/ ONE END EITHER INDICATED OR IMPLIED. 'I I
SHAPPENED &SPACED 5'- 0 " 0. C. E i =L 6`1! 011110_,!�`, 0111 Ell=' Li, i 011,11 =T',`, MIE111I mi`(, 1 61`11 0',, 01-111. 1 �11 Ir
PI 11 11=1 11 ME L 4" COMPACTED AGGREGATE BASE INTEGRAL
SILT FENCE DETAIL 6" CONCRETE SLAB DETAIL ro-8-� CURB & G"'UTTER DETAIL Date Drawn By Chocked By
+ --'\C 104 ,C 104 C 104
5-01-01 KM D8H
NTS NTS NTS
0 Err RADIUS, RUBBED FINISH APPLIED ANTI-
ROUGHENED SURFACE FOR CURB ADHESION SPALLING COMPOUND
#4 BAR STIRRUPS 0 24" O.C. TOOLED EDGE 1" RADIUS TOOLED
APPLIED ANTI SPALLING ROUND EDGE
SECTION COMPOUND FIN. GRADE
4'-0" HIGH 6" DMA. I N ,W ........... PVMT.
1'-5 3/4" STEEL GUARD POST P1 r_11\ SO, . .. • 11." . . • , * .
SEE DETAIL 6" CONC. SLAB
W1,13 OOM FINISH
STONE CAP
F1 I f -11 • #4 REBAR @ '0 1/2" PREFORMED 11=111EME111:H]
lilt,
EXP. J1.
40" O.C. & GROUT yn
CORE FULL NOTE- JOINT TYPES THROUGH CURB 4
6" 'C_ONC. SLAB IEd1I=0ft000000 0 TO MATCH PAVEMENT. I F�11�d I F
IEHI I Iz 1.
PAINT BLK. FACE SEED TAIL. #53 COMPACTED AGGREGATE BASE -1 •
8" CONC. BLK. CONTROL JT. 2" TO 3" COURSE COMPACTED SUBGRADE Ed I F I=I I la cri • AGGREGATE �ilil� i1�ii it ,�
BRICK VENEER
CUR B DETAIL =II(
6" MIN. NTS
7"-
1/2" AIR SPACE GEOTEXTILE FABRIC TO 4
HORIZ. BLK. REINF
STABILIZE FOUNDATION NTS r=LI I
0 EVERY 2ND COURSE 1: - 2 \1 1� -
00 0 - 6'
I 1 6" I.D. STANDARD WEIGHT
10 z STEEL PIPE FILLED W/ CONIC.
UU
6" CONIC, SLAB T E M R A "i A T L & PAINTED W1 2 COATS
1. . Q_ U K UK V 97 -4%
SEE DETAIL LIJ - ALIPHATIC POLYURETHANE
1- 0 0 COATING, (COLOR TO BE 6 k;ONC. CURB DETAIL (63
1/2" PREFORMED EXP.\\-\\ V) C" - Oft " N z4al T R mu" C T 10"' NO E N T ORA N (m;%E (',-5-� " I SELECTED BY ARCHITECT), \C1047
JT., SEE DETAIL Of I . It NTS
UJI 4 .10 U
NTS ALUMINUM �C 10 d 1 WASH
.. ... ...... METAL (SIGN) m SLOPE SIDE 1 "/FT. APPLIED ANTI SPALLING
W/ BROOM FINISH COMPOUND
GREEN -ILLUMINATING rTj
................................ 12 TAPE (LETTERS) TYP. 4" CONC. SLAB 1" RADIUS ROUND EDGE Fmmq
#5 BARS 32" O.C.
IN:
CENTERED
BLUE -ILLUMINATING lie m
2) DRILLED HOLES TAPE (SYMBOL BLOCK) Lo 4 CONC. FOOTING 1/2" PREFORMED
6)-O)t
0)t
EXP. JOINT
FOR CANE BOLTS ALUMINUM SIGN -1
.. . . • 4 .. 'Q'I
P LAN RESERVE (VAN ACCESSIBLE) . . :�- I
. d 4 4 .
12" CONIC. BLK. 4"X4"X1/4" STEEL 1) STANLEY HING NO. --------
#8 WASHED RAVEL I PARKIN 12' 2LB. STEEL SIGN 4
GROUT CORES SOLID CAP WELDED TO 952, 18' ,
CUT OFF A
TOPOF GATE POST TREADS & WELD HING POST (PAINTED) 0
FILTER FABRIC 0 1
9 __ 7
& BOLT TO GATE FRAME 00 PROVIDE 1 " SLOPE AT 1 _04 30"
TOP OF FOOTING IF
#6 BARS @ 16" O.C. NOT IN CONC. WALK
--A �EQl & GATE & POST 6"DIA. BAR I E R POST 4
TS 4"X4"X1/4" STEEL WHITE -ILLUMINATING I 1 4
4" CORRUGATED PERFORATED L TUBE GATE FRAME A TAP (BACKGROUND) NTS
IT- _0
PLASTIC PIPE TACK COAT
GREEN -ILLUMINATING I
TAPE (ARROW) . 4
1" SURFACE COURSE (#11B INDOT)
4" CONC. BLK. 1� 1) STANLEY GATE 12"0 X 3'-6" CONC---"`. 6"
LATCH NO. 1261 VAN ACCESSIB 1(o FOOTING. RECESS 3" BINDER COURSE (#9 INDOT)
-A'Q
SET POST 1" FOOTING BELOW
GRADE FROM INSIDE OF CONC, WALK 4" ELEV. +
FACE OF WALL GREEN -ILLUMINATING 8" STONE BASE (#53 INDOT) Certified By
. ..... !BARS @ 11 O.C. 1 x6 R.S. CEDAR FENCE TAPE (BORDER) TYP.
(SHADOW BOX DESIGN)
-0`9 HANDICAP RAMP DETAIL
HANDICAP PARKING SIGN
Cy\
NTS C104
< 2) STANLEY CANE BOLTS
\\ -\ , DRAINED SUBSOIL
41 111
NO. 1009. 1) PER GATE.
. �c #5 BARS CONTINUOUS
1 O"D
PROVIDE HOLES IN SLAB ST'
GRADE
CL. TO HOLD GATES CLOSED EXPANSION JT. SEE CONTROL JT. SEE 0 0
& OPEN HEAVY DUTY PAVEMENT DETAIL DETAIL
00
a
0
S'TAT E 0 F
\/)N 5• NTS
TACK COAT
CL.
f TFF=- 00 NOTE: ALL STRIPES TO .........
BE 4" PAINTED
0 N A V
CONC, SLAB
_'2" BINDER COURSE (#9 INDOT) BRUSH FINISH ACROSS
=1 I F�l I FEI I IE1 I = '7_1 SURFACE COURSE (#11 INDOT) y III - III - III -III EI 1=1 I IE1 I IEI I IEI I IEI I 1=1 I I- SEE DETAIL
Certified By.
#4 BARS @ 18" O.C. 1=-1 I 1=1 I I — -DIRECTION OF TRAVEL
COMPACT" L __7
kcTo IEEI I ft =1 I IF UNLESS NOTED
20'
SUBSOIL' 0.1
R!
6) #5 BARS CONTINUOUS 6" #53 STONE BASE (INDOT) 1. 1 l�
2'- 1 - ------------ 00, S --:I I 1=1 I I z OTHERWISE
-IIII III SQ. `X4"X1/4" STEEL
TS 4'
TUBE GATE POST W/
CONC. FOOTI
N� I —III 11
V-2" SQ. FOOTING TYP. STEEL TROWEL FINISH Shoot No.
5'-3" IIH _F 1 3"
I_ =_ 1=1 I I I 1—='l I
18"
DRAINED SUBSOIL
SECTION
10 COMPACTED & WELL
lk MEE 104
'D B
V// 0
IOMV
PREFORMED
mIl 1 *11' il _�Iln�ii _0�1.11 11, �_Flli /I
ELEVATION 90, UNLESS RUBBED FINISH TOP & FACE
OTHERWISE INDICATED OF CURB 5 of 6 Sheets
K 1�9 17 _� File Na.
TRASH SCREEN WALL DETAIL HANDICAP PARKING SYMBOL LIGHT DUTY ASPHALT r 2 SIDE WALK PLAN DETAIL ('05
NTS _�C 104 ) NTS C104) NTS �104 NTS C104 20574