HomeMy WebLinkAbout041-99 SP VOWC Sec 3004 Street Details1 1 2 3 4
50' RIGHT OF WAY (MINIMUM)
a ti' !wu i I 31' FACE TO FACE I 9.5' (MIN.) 1
18' FACE TO FACE
8' CHAIR BACK CURB
6' CHAIR BACK CURB
WALK
5 1 6 I 7
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�` 3' /9 HAC BINDER
9' $53 COMPACTED STONE BASE
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5.5'
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S. S' MIN.
15.5'
15.5'
OF TRANSPORTATION SPECS No. 207
23 15'
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OF TRANSPORTATION SPECS. No. 207
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OF TRANSPORTATION SPECS. No. 207
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BROl1CHTON STREET
PROFILE GRADE
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HORSEI ERRY ROAD
PER FOOT MIN PER FOOT MIN
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ACADEMY LANE
810 OR WALK
8K PAII4 OR WALK
7
4-r RIGHT OF WAY (MINMUM)
HORSFFERRY MAD
1' /11 HAC SURFACE
(MIN.)38'
1
3' /D HAC BLANDER
90' RIGHT OF WAY
18' FACE TO FACE
8' CHAIR BACK CURB
6' CHAIR BACK CURB
WALK
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23 15'
9' X153 COMPACTED STONE BASE W PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
SEE MIAL
6' CHAIR BACK CUR
PROFILE GRADE
STREET S,ROSS SECTION S�
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4-r RIGHT OF WAY (MINMUM)
('STM t LOCATION
1' /11 HAC SURFACE
(MIN.)38'
FACE TO FACE
3' /D HAC BLANDER
PPE LINIXUAIN (TYP)
9' 29'
ME DETAIL
OF TRANSPORTATION SPECS, No. 207
STREET LRQU SQU N H—H
9' DRIVING LANE 9' DRIVING LANE 10r DIAGONAL PARKING
NORTH NEW MARKET STREET
8' CHAIR BACK CURB
60.5' RIGHT OF WAY (MINIMUM)
CHAIR BACK CURB
MIN
50' FACE TO FACE
35' 15'
SLOPE VARIES
6' CHAIR BACK CUR
PROFILE GRADE
SEE' INTERSECTION PLAN DETAILS O O
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VARES PER
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SEE DETAIL
9' X53 COMPACTED STONE BASE • PREPARED SUBGRADE PER INDIANA DEPARTMENT
9' j153 COMPACTED STONE BASE 0 PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATON SPECS. No. 207
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EAST NEW WAMV STREET
HEST NEW MARKET STREET
8 1 9 1 10
75' RIGHT OF WAY (MINIMUM)
64' FACE TO FACE
32'
ARKING 12' DRIVING LANE 12' DRIVING LANE
12 1 13 1 14 115
100'
TOP OF CURB
TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB
PAVEMENT TRANSVERSE CONTRACTION JOINTS
(20' MAX. SPACING)
CURB JOINT DETAIL 1
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4'-0" MIN
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PREPARED SUBGRADE R/W LINE'
TYPICAL SIDEWALK SECTION
NOT TO SCALE
5 1 6 I 7
50' RIGHT OF WAY (MINIMUM)
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55' RIGHT OF WAY (MINIMUM)
PLAN VIEW
1 MIN
38' FACE TO FACE
6'-0"
23 15'
8' PARALLEL PARKI G 15' DRIVING LANE 15' DRIVING LANE
6' CHAIR BACK CUR
PROFILE GRADE
CHAIR BACK CURB
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PER FOOT MIN PER FOOT MIN
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ME DETAIL
OF TRANSPORTATION SPECS, No. 207
STREET LRQU SQU N H—H
NORTH NEW MARKET STREET
60.5' RIGHT OF WAY (MINIMUM)
MIN
50' FACE TO FACE
35' 15'
20' STRAIGHT PARKING 15! DRIVING LANE 15' DRIVING LANE
6' CHAIR BACK CUR
PROFILE GRADE
CHAIR BACK CURB
SLOPE 1/4' SLOPE 1/4'
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RK PAIIH OR WAUC
Iff PAIN OR WMX
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3' j9 HAC BINDER
(T19)
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9' X53 COMPACTED STONE BASE • PREPARED SUBGRADE PER INDIANA DEPARTMENT
DETAIL
OF TRANSPORTATION SPECS. No. 207
STREET CROSS SECTION 9—S
SOUTH NEW "4V STREET
70' RIGHT OF WAY (MINIMUM)
4 1
58' FACE TO FACE
35' 23'
8' PARALLEL
20' STRAIGHT PARKING 15' DRIVING LANE 15' DRIVING LANE PARKING
6' CHAIR BACK CURE
PROFILE GRADE
CHAIR BACK CURB
SLOPE 1/4' SLOPE 1/4' OO
c PER FOOT MIN � PER FOOT MIN
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PAN OR WALK
aW PATH OR IAL(
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#53 COMPACTED STONE BASE • PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
STREET CROSS SECTION F—F
8 1 9 1 10
75' RIGHT OF WAY (MINIMUM)
64' FACE TO FACE
32'
ARKING 12' DRIVING LANE 12' DRIVING LANE
12 1 13 1 14 115
100'
TOP OF CURB
TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB
PAVEMENT TRANSVERSE CONTRACTION JOINTS
(20' MAX. SPACING)
CURB JOINT DETAIL 1
e8a1
4'-0" MIN
i I
I I
PREPARED SUBGRADE R/W LINE'
TYPICAL SIDEWALK SECTION
NOT TO SCALE
48'-0" BETWEEN EXPANSION JOINTS (MAX.)
THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO CONCRETE SIDEWALK
THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH. NOT TO SCALE
SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
SIDEWALK DETAIL 2
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LIGHT PARKING
I 5'-0"
8' CHAJR BACK CUR PROFILE GRADL CHAIR BAC( CURB
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0 o PER FOOT MIN PER FOOT MIN o 0
IIID PATH OR WALK BOA PATI OR WALK J
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VARIES PER PUN) PPE 'WEI" (TIP)
3' #9 HAD BINDER
9' j53 COMPACTED STONE BASE W PREPARED SUBGRADE PER INDIANA DEPARTMENT Sa DETAIL
OF TRANSPORTATION SPECS. No. 207
STREET CROSS SECTION D ---D
HORSUERRY ROAD
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THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO CONCRETE SIDEWALK
THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH. NOT TO SCALE
SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
SIDEWALK DETAIL 2
caal
LIGHT PARKING
I 5'-0"
8' CHAJR BACK CUR PROFILE GRADL CHAIR BAC( CURB
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(WIDTH t LOCATION
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VARIES PER PUN) PPE 'WEI" (TIP)
3' #9 HAD BINDER
9' j53 COMPACTED STONE BASE W PREPARED SUBGRADE PER INDIANA DEPARTMENT Sa DETAIL
OF TRANSPORTATION SPECS. No. 207
STREET CROSS SECTION D ---D
HORSUERRY ROAD
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Revisions
1. BET, 04/28/99, REVISED PER TAC COMMENTS,
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si
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/1111 1 1 I I 111 I I I A
CERTIFIED BY �l�Q
S- f ,
THIS DRA'WNG AND THE IDEAS, DESOS AND CONCEPTS CONTAINED
HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN IIHOLE OR IN
PART, WTHOUT THE ATTEN CONSENT OF THE SCHNEIDER CORPOR00N.
1999, The Schneider Corporation
r The
Sdmeider
Coporabon
12726 Hamilton Crossing Blvd. Engineering
Carmel, Indiana Surveying
46032 Landscape Architecture
317-574-3797 GIS o LIS
317-574-3799 Fax Geology
Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc.
BREWCK DEVELOPMENT CO.
Village of WestClay
Section 3004
STREET DETAILS
Date Project No. Drawn Approv.
03/19/99 1 1238, 3004 1 DCC
EM
M 1111112
J
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■ EN
MC
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Computer Files Sheet No. A
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XREF: 30048S,DK (C (81) 0a
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Revisions
1. BET, 04/28/99, REVISED PER TAC COMMENTS,
R6
\\V \IIIIIULuuIlltNplglp�q////i
`��� H L
cea� 9800085
?� '• STATE OF
si
4.
•. ! DUAN ...........a<v\.
/1111 1 1 I I 111 I I I A
CERTIFIED BY �l�Q
S- f ,
THIS DRA'WNG AND THE IDEAS, DESOS AND CONCEPTS CONTAINED
HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN IIHOLE OR IN
PART, WTHOUT THE ATTEN CONSENT OF THE SCHNEIDER CORPOR00N.
1999, The Schneider Corporation
r The
Sdmeider
Coporabon
12726 Hamilton Crossing Blvd. Engineering
Carmel, Indiana Surveying
46032 Landscape Architecture
317-574-3797 GIS o LIS
317-574-3799 Fax Geology
Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc.
BREWCK DEVELOPMENT CO.
Village of WestClay
Section 3004
STREET DETAILS
Date Project No. Drawn Approv.
03/19/99 1 1238, 3004 1 DCC
EM
M 1111112
J
11�
IG
■ EN
MC
■E
.l
Computer Files Sheet No. A
J: \1238\3004\DWCS\C801.DWG
XREF: 30048S,DK (C (81) 0a