HomeMy WebLinkAbout04090014 Townhomes at Guilford, Construction Plans pg. 24DATE:
9/3/04
1
DRAWN BY:
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SHEET TITLE:
STREET DETAILS
DRAWING FILES:
N: \4K \4831 \002 \DWGS \C801.DWG
SHEET NO.:
C80
r
DATE:
9/3/04
PROJECT NO.:
4831.002
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
STREET DETAILS
DRAWING FILES:
N: \4K \4831 \002 \DWGS \C801.DWG
SHEET NO.:
C80
(MIN)
45'
I II "III :LIMILFT ffEll�- �l�- �l�- 111 I II 111 II I I II 11- 1 I I I 1 1 1 �11 111 I 1 -111- 11 111- 111- 111- 111 111
��111 —11 III 11
I I III I I
4 "x4" WOOD POST
1/4" DIA. THRU
BOLTS 6" LG.
WITH WASHERS
2 "x8" WOOD RAILS
6' —O"
1 /8" STEEL PLATES
SUBSURFACE DRAIN
NOTE: PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION 906.17
OF STANDARD SPECIFICATIONS.
INSTALLATION ATION REQUIRED: ROTH SIDES OF PAVEMENT WHERE REQUIRED
BY THE ENGINEER.
REVISED.
10 9
VARIABLE 26' -0" TO 36' -0"
FROM CURB TO CURB
4 "x4" WOOD POST
GRADE LEVEL
4 "x4" WOOD POST
GENERAL NOTES
1. ALL WOOD POST AND SUPPORT MEMBERS SHALL BE PAINTED WITH TWO
(2) COATS OF WHITE PAINT.
3. *REFLECTIVE SHEETING TO BE IN ACCORDANCE WITH I.D.O.T. STANDARD
SPECIFICATION 912.0.
4. *SEE I.D.O.T. STANDARD DETOUR SIGNS SHEET 3.
5. REFER TO SECTION 800 OF THE I.D.O.T. STANDARD SPECIFICATION AND LATEST
ADDITION OF INDIANA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
6. WHEN THE PROPOSED EXTENSION OF THE STREET IS TO BE a) LESS THAN
TWO (2) YEARS IN USE, USE THE SAND BAGS ON POSTS b) GREATER THAN
TWO (2) YEARS USE THE GROUND POS I
GRADE LEVEL
STANDARD BARRICADE DETAIL TYPE IV
(D.C.A.M. 22 -07)
Adopter Assembly
x2 Extruded
Aluminum 'Oh Ooubiefoced
Green rcBtl2Ctorized Background
Per Standard Soecification5
Sec. S12,10 Arc 4� Yinirnum
1 White Letters Wtn White Borders
.3 Ibs /ft. Galvanized
Channel Sign post Pe'
Standard Specific
ation h
Sec. 909.14(c)
STREET NAME SIGNS
CITY OF CARMEL STANDARDS
REVISED
Fl
10-20
TRANSVERSE EXPANSION JOINTS
TOP SOIL
#53 COMPACTED
STONE BASE
Top So i I --ti
CURB JOINT DETAIL
C801)
LOW POINT
TOP OF
CURB
Comoocted Subcroce
or Aggregate ELSE
NOTES: FACES MAY E3E BATTERED TO FACILITATE SLIP FORMING.
CURE ALL EXPOSED SURFACES.
DAMPEN SUBGRADE E3 -FORE_ PLACING CONCRETE.
CITY OF CARMEL STANDARDS
COMBINED CONCRETE CURB CUTTER (TYPE .III)
O o eo •Q °oI° o ao o o O o oo o
CURB STAMP
PAVEMENT
NO SCALE
EXPANSION JOINTS ARE REQUIRED AT STORM INLETS
CONTRACTION JOINTS SHOULD BE INSTALLED EVERY 20'.
SPACING SHALL BE 5' ON CURVE RADII.
CONTRACTION JOINTS SHALL BE TOOLED OR SAWN IN
CONTINUOUSLY POURED CURBS TO A DEPTH OF 1/2" MIN.
2' CONCRETE ROLL CURB Sc GUTTER
3' to 4" (75mm TO 100mm) HIGH LETTER TO BE STAMPED AS FOLLOWS:
S is for Storm Sewer
SS is for Sanitary Sewer
D is for Subsurface or Base Drain
C is for Conduit
G is for Gas
W is for Water
NOTES:
1. Curb to be stamped at all locations where any of the above cross under a curb.
2. Letter to be stamped prior to concrete setting up, whenever possible.
3. Stamp to be a minimum of 1/2 inch (10mm) deep.
TOP OF CURB
BOTTOM OF CURB
TRANSVERSE CONTRACTION JOINTS
(20' MAX. SPACING)
NO SCALE
..•one
I//// //I //I //t //A' MA
CONC.
WALK
ROLL CURB
2' CHAIR BACK CURB
SLOPE 1 /4" PER FOOT MIN
2' ROLL CURB
SLOPE 1 /4" PER FOOT MIN
II+ II- III -NI- III III -m =m =III III IIIam =111- IIJ =11r- III 111111 =1u -m- III= 111allhlll_II
TYPICAL SIDEWALK SECTION
NOT TO SCALE
NOTE: SIDEWALK AT DRIVEWAYS SHALL BE 6" MINIMUM OR DRIVEWAY
THICKNESS, WHICHEVER IS GREATER.
THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO
THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH.
SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWED
TO 1/4 OF THE WALK THICKNESS.
L-1" H.A.C. SURFACE #11
3" H.A.C. BINDER #9
6" #53 STONE
PREPARED SUBGRADE PER INDOT No. 201
TYPICAL PAVEMENT SECTION
PARKING
TYPICAL STREET CROSS SECTION WITH ISLAND
L-1 #1 HAC SURFACE
—2" #8 HAC BINDER
5" #53 STONE
ASPHALT PATH SECTION
J 1" #11 HAC SURFACE
5" #5D BASE
7" #53 COMPACTED STONE BASE
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
ALL PAVING TO BE COMPLETED IN ONE PAVING SEASON
°O.0 0 0 o O 0 0 O l
.0 O 0 O 0 0 o 0
0 0 0 0 0 0 0 0 0 o 0 0
0 0
O 0 0 0
0 0.0
P O 0
O 0 0 0 0 0 0 0
O 0°0 0°0 0 0.0 0 0
0° o 0 0 0 0 0 0 0 0 0
O 0 0 O 0 o 0 O 0
34' ACCESS EASEMENT
24' BACK TO BACK
ALL PAVING TO BE COMPLETED IN ONE PAVING SEASON
TYPICAL STREET SECTION
56' ACCESS EASEMENT
46'
PAVEMENT
5' -0" MIN.
PAVEMENT
ISLAND
1" #11 HAC SURFACE
5" #5D BASE
7" #53 COMPACTED STONE BASE
PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
SIDEWALK DETAIL
PROFILE GRADE 2' ROLL CURB
SLOPE 1 /4" PER FOOT MIN
2' ROLL CURB
2' CHAIR BACK CURB
SLOPE 1/4" PER FOOT MIN
6' —O" BETWEEN
TRANSVERSE JOINTS
A
1:10 4' -0" 1:10
SLOPE SLOPE
PLAN VIEW
N_ 2' CONC. ROLL CURB
SECTION A -A (ROLL CURB)
MAX. 1:12
MAX. 1:12 SLOPE
CONCRETE CURB
48' -0" BETWEEN EXPANSION JOINTS (MAX.)
SECTION A -A (STRAIGHT CURB)
CONCRETE SIDEWALK
NOT TO SCALE
WHEELCHAIR RAMP DETAIL
C801
PREPARED SUBGRADE PER INDOT No. 201
0 O O O 0 0 0 0
O 0 o 0° 0 0° O 0 0° o 0° o 0 o
O O o 0 0 0 0 o 0 O 0 0 0 o 0 0 O O 0 O o O O
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6" CONCRETE PAVEMENT
6" GRANULAR FILL (MIN.)
CONCRETE PAVEMENT SECTION
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DATE: 9/3/04
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORA1ON.
COPYRIGHTED BY THE SCHNEIDER CORP. (2004)
‘b,
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
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