HomeMy WebLinkAbout04090012 VOWC Sec. 3004 BLK D - Brenwick Realty, Construction Plans pg. 02I
I
1
BRENWICK DEVELOPMENT CO.
CARMEL, INDIANA
PROJECT NO.:
1238.035
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
SITE PLAN
DRAWING FILES:
N:\1238\035\DWGS\C101.DWG
XREF: 026 B.DWG, 029 BS.DWG
XREF: 3001ABS.DWG, 3004BS.DWG
XREF: 035 BS.DWG
SHEET NO.:
C rf...i10 =di
)f
EA]
[EL, U
r
-RELOCATE
XIST. STRE T LIGHT
EXISTING VILLAGE OF
WESTCLAY BRENWICK
BUILDING
UNDEVELOPED
GRASS
REMOVE EXISTING 6"
CHAIRBACK CURB
AND FORM VALLEY GUTTER
(25 L.F.)
EX. 5' DU &SE
EXIST. STREET LIGHT
EX. (7 CHAIRBACK-
CURBf
REMOVE EXISTING 6"
CHAIRBACK CURB
AND FORM VALLEY GUIILR
(25 L.F.)
15.0'R
2" STOP BAR
NOTE: MILL STRIPING AREAS AND REPLACE WITH 1" HMA SURFACE
COURSE PRIOR TO STRIPING. ALL STRIPING TO BE THERMOPLASTIC.
EXISTING VILLAGE OF
WESTCLAY SECTION 3004
BLOCK "D"
Algq
NOTE: SEE ARCHITECTURAL PLANS BY
OTHERS FOR BUILDING DIMENSIONS AND
EXACT LOCATIONS OF UTILITY SERVICE LINES.
REMOVE EXISTING ASPHALT
1 "51 "'W 167.8
EXISTING VILLAGE OF
WESTCLAY SECTION 3001 -A
THE VILLAGE CENTER PART 2,
BLOCK "E"
ASPHALT
HORSEFERRY ROAD
LAND DESCRIPTION
BRENWICK REALTY BUILDING
LAND DESCRIPTION
Part of Block "D" in the Village of IA/est Clay, the Village Center, Part 1, Section
3004 as recorded in Instrument 9965089, Plat Cabinet 2 Slide 345 in the
Office of the Recorder of Hamilton County, Indiana, described as follows:
Commencing at the southeast corner of said Block "D thence South 89
degrees 51 minutes 51 seconds West along the south line of said Block "D" a
distance of 167.83 feet to the Point of Beginning; thence continuing South 89
degrees 51 minutes 51 seconds West along said south line a distance of 33.00
feet; thence North 00 degrees 08 minutes 09 seconds West a distance of
76.84 feet; thence North 89 degrees 51 minutes 51 seconds East parallel with
said south line a distance of 33.00 feet; thence South 00 degrees 08 minutes
09 seconds East a distance of 76.84 feet to the Point of Beginning, containing
0.058 acres, more or less.
SOUTHEA C RN R
OF BLOC "D" IN THE
Village of I WestCI
THE VILLOE CEN I R,
PART 1, ,CTION
3004.
G
URB
GU PIER
ASSUMED NORTH
SCALE: 1 20
1. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING AND
CHAIRBACK CURB ARE TO FACE OF CURB.
2. ALL RADIUS AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE
TO BACK OF CURB
3. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO
VERIFY ALL EXISTING UTILITIES AND CONDITIONS
PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF
THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR
EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR
SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF
ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE
PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR
RESUMED.
4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH
LOCAL GOVERNING AUTHORITIES.
5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A.
STANDARDS FOR WORKER SAFETY.
7. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF
THE BUILDING FOUNDATION WALL.
8. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS
BUILDING SQUARE FOOTAGE.
9. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE
PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY
COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED
PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF
SERVICES.
10. SERVICE WALKS SHALL BE NON— REINFORCED CONCRETE 4"
THICK AND WIDTH AS INDICATED ON PLANS.
11. SEE ARCHITECTURAL PLANS FOR ALL EXPANSION AND
CONTRACTION JOINTS LOCATIONS.
BUILDING ADDRESS: HORSEFERRY ROAD
DOCKET NO. 04090012 TAC
6" Chairback Curb
Asphalt Pavement
6" Extruded Concrete Curb
Concrete Pavement
Concrete Service Walk
Handicap Ramp
Edge of Pavement
Ex. Trash Dumpster w/ Enclosure
6" Chairback Curb w/o Gutter 1
G
Landscaping
9' x 18' Parking Spaces 8
Traffic Flow Arrow
Light Pole
Existing Pavement
HOLEY MOLEY SAYS
DON'T
DIG
BLIND
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1- 800 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW IC- 8- 1 -26 -1
ET SEQ. AS AMENDED AND SUPPLEMENTED,
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
0 STOP SIGN: R1 -1; 30 "X30" 2 POST
W
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No.
L. 0000075
127 STATE OF
!NpIANI G
,SIGNAL
�����nnrnmfmna��
L
DATE:
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
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2004)
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
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
DATE:
9/07/04
PROJECT NO.:
1238.035
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
SITE PLAN
DRAWING FILES:
N:\1238\035\DWGS\C101.DWG
XREF: 026 B.DWG, 029 BS.DWG
XREF: 3001ABS.DWG, 3004BS.DWG
XREF: 035 BS.DWG
SHEET NO.:
C rf...i10 =di
-RELOCATE
XIST. STRE T LIGHT
EXISTING VILLAGE OF
WESTCLAY BRENWICK
BUILDING
UNDEVELOPED
GRASS
REMOVE EXISTING 6"
CHAIRBACK CURB
AND FORM VALLEY GUTTER
(25 L.F.)
EX. 5' DU &SE
EXIST. STREET LIGHT
EX. (7 CHAIRBACK-
CURBf
REMOVE EXISTING 6"
CHAIRBACK CURB
AND FORM VALLEY GUIILR
(25 L.F.)
15.0'R
2" STOP BAR
NOTE: MILL STRIPING AREAS AND REPLACE WITH 1" HMA SURFACE
COURSE PRIOR TO STRIPING. ALL STRIPING TO BE THERMOPLASTIC.
EXISTING VILLAGE OF
WESTCLAY SECTION 3004
BLOCK "D"
Algq
NOTE: SEE ARCHITECTURAL PLANS BY
OTHERS FOR BUILDING DIMENSIONS AND
EXACT LOCATIONS OF UTILITY SERVICE LINES.
REMOVE EXISTING ASPHALT
1 "51 "'W 167.8
EXISTING VILLAGE OF
WESTCLAY SECTION 3001 -A
THE VILLAGE CENTER PART 2,
BLOCK "E"
ASPHALT
HORSEFERRY ROAD
LAND DESCRIPTION
BRENWICK REALTY BUILDING
LAND DESCRIPTION
Part of Block "D" in the Village of IA/est Clay, the Village Center, Part 1, Section
3004 as recorded in Instrument 9965089, Plat Cabinet 2 Slide 345 in the
Office of the Recorder of Hamilton County, Indiana, described as follows:
Commencing at the southeast corner of said Block "D thence South 89
degrees 51 minutes 51 seconds West along the south line of said Block "D" a
distance of 167.83 feet to the Point of Beginning; thence continuing South 89
degrees 51 minutes 51 seconds West along said south line a distance of 33.00
feet; thence North 00 degrees 08 minutes 09 seconds West a distance of
76.84 feet; thence North 89 degrees 51 minutes 51 seconds East parallel with
said south line a distance of 33.00 feet; thence South 00 degrees 08 minutes
09 seconds East a distance of 76.84 feet to the Point of Beginning, containing
0.058 acres, more or less.
SOUTHEA C RN R
OF BLOC "D" IN THE
Village of I WestCI
THE VILLOE CEN I R,
PART 1, ,CTION
3004.
G
URB
GU PIER
ASSUMED NORTH
SCALE: 1 20
1. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING AND
CHAIRBACK CURB ARE TO FACE OF CURB.
2. ALL RADIUS AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE
TO BACK OF CURB
3. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO
VERIFY ALL EXISTING UTILITIES AND CONDITIONS
PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF
THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR
EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR
SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF
ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE
PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR
RESUMED.
4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH
LOCAL GOVERNING AUTHORITIES.
5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A.
STANDARDS FOR WORKER SAFETY.
7. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF
THE BUILDING FOUNDATION WALL.
8. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS
BUILDING SQUARE FOOTAGE.
9. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE
PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY
COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED
PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF
SERVICES.
10. SERVICE WALKS SHALL BE NON— REINFORCED CONCRETE 4"
THICK AND WIDTH AS INDICATED ON PLANS.
11. SEE ARCHITECTURAL PLANS FOR ALL EXPANSION AND
CONTRACTION JOINTS LOCATIONS.
BUILDING ADDRESS: HORSEFERRY ROAD
DOCKET NO. 04090012 TAC
6" Chairback Curb
Asphalt Pavement
6" Extruded Concrete Curb
Concrete Pavement
Concrete Service Walk
Handicap Ramp
Edge of Pavement
Ex. Trash Dumpster w/ Enclosure
6" Chairback Curb w/o Gutter 1
G
Landscaping
9' x 18' Parking Spaces 8
Traffic Flow Arrow
Light Pole
Existing Pavement
HOLEY MOLEY SAYS
DON'T
DIG
BLIND
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1- 800 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW IC- 8- 1 -26 -1
ET SEQ. AS AMENDED AND SUPPLEMENTED,
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
0 STOP SIGN: R1 -1; 30 "X30" 2 POST
W
W w
w
W
CID
O
C
i =5 1 E
LA-1
J
W
CC
oN
v ()1\1
G1STE,Q 4<<\
No.
L. 0000075
127 STATE OF
!NpIANI G
,SIGNAL
�����nnrnmfmna��
L
DATE:
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
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2004)
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
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering