HomeMy WebLinkAbout04050127 Building PlansU11 IVV IV DL
REMOVED TO INSTALL
NEW CURBS & PAVEMEN
GROUND SIGN TO
BE REMOVED
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Land Description
(INSTR, #9709702096)
A PART OF THE EAST HALF OF SOUTHEAST QUARTER OF
SECTION 7, TOWNSHIP 17 NORTH, RANGE 4 EAST IN HAMILTON
COUNTY, INDIANA, DESCRIBED AS FOLLOWS:
BEGINNING ON THE SOUTH LINE OF THE EAST HALF OF THE
SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 17 NORTH,
RANGE 4 EAST 372.95 FEET NORTH 89 DEGREES 57 MINUTES
00 SECONDS WEST (ASSUMED BEARING) FROM THE SOUTHEAST
CORNER OF SAID SOUTHEAST QUARTER; THENCE NORTH 89
DEGREES 57 MINUTES 00 SECONDS WEST ON SAID SOUTH LINE
100.00 FEET; THENCE NORTH 00 DEGREES 05 MINUTES 30
SECONDS EAST PARALLEL WITH THE EAST LINE OF SAID
SOUTHEAST QUARTER 560.00 FEET; THENCE SOUTH 89
DEGREES 57 MINUTES 00 SECONDS EAST PARALLEL WITH SAID
SOUTH LINE 100.00 FEET; THENCE SOUTH 00 DEGREES 05
MINUTES 30 SECONDES WEST PARALLEL WITH SAID EAST LINE
560.00 FEET TO THE PLACE OF BEGINNING.
SUBJECT FURTHER TO A DEDICATION AND TRANSFER OF A
CERTAIN (5) FOOT STRIP OF LAND OFF THE ENTIRE SOUTH END
OF SAID REAL ESTATE DEDICATED TO THE CITY OF CARMEL IN
1985.
Site Address
3230 E. 96TH STREET
INDIANAPOLIS, IN 46260
A
CVICT Ast" fin"
FLOOD MAP INFORMATION
FLOOD INSURANCE RATE MAP
THE SITE DOES NOT LIE WITHIN A FLOODWAY OR FLOODWAY
FRINGE PER HAMILTON COUNTY, INDIANA, AND INCORPORATED
AREAS, PANEL 236, MAP # 18057CO235F. EFFECTIVE DATE
FEBRUARY 19. 2003. WE SITE IS ZONED "X".
BENCHMARK
HAM G-30
A BRONZE PLATE SET IN SOUTH END OF THE WEST PARAPET OF
AN 18 FOOT SLAB TOP CULVERT. ALSO, 0.8 MILE NORTH OF
MARION -HAMILTON COUNTY LINE ON SR -431. 2.8 MILES SOUTH
OF SR -234. GREENFIELD DISTRICT. ELEVATION OF 773.50'.
TBN #1
5/8" REBAR WITH ORANGE CAP. STAMPED "TRAVERSE", LOCATED
3.9 FEET NORTH OF NORTH CURB LINE OF E. 96TH STREET AND
3.5 FOOT EAST OF A POWERPOLE GENERALLY ALONG THE
SUBJECT EAST LINE . ELEVATION OF 758.88'.
TBM #2
MAG NAIL 39.7 FEET SOUTH OF 8" BLOCK WALL AND 21.5 FEET
EAST OF 8" BLOCK WALL CORNER. ELEVATION OF 758.04'.
LEKM
GROUND TO BE REMOVED
CONCRETE CURB TO BE REMOVED
a
CONCRETE FOUNDATION & WALK
TO BE REMOVED
ASPHALT PAVEMENT TO BE REMOVED
STORM INLET
TC=755.21
INV(SE)=748.69-8"PVC
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No
880573
STATE OF
EX. SAN MH #1
TC= 757.47
8" (NW)INV=752.25
8" (NE)INV=753.35
8" (SW)INV=752.37
4" (SE)INV=752.40
"--1,75' WIDE BY 0.75'
HIGH OPENING IN BASE
OF WALL
L
CONSTRUCTION NOTES
1. CONTRACTOR WILL CAP AND SEAL ALL UTILITIES BEING ABANDONED PRIOR TO
BEGINNING THE PROPOSED CONSTRUCTION OF THE NEW BUILDING.
2. A PRE -CONSTRUCTION MEETING WITH THE CITY OF CARMEL INSPECTORS IS
b �li REQUIRED PRIOR TO BEGINNING ANY DEMOLITION WORK ON THE PROJECT.
3. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL
EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT
SHALL ALS) BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE
OWNERS OF THE VARIOUS UTILITIES FOR, PROPER STAKE LOCATION OF EACH
UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY IN
WRITING THE OWNER AND ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS
FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OR RESUMED.
A PRE -CONSTRUCTION MEETING MAY BE REQUIRED WITH ALL UTILITIES PRIOR TO
BEGINNING ANY DEMOLITION AND NEW INSTALLATION OF THE UTILITIES.
4. STANDARD SPECIFICATIONS FOR THE LOCAL GOVERNING AGENCY SHALL APPLY
FOR ALL SANITARY SEWERS, STORM SEWERS, AND WATER MAINS.
5. ALL MATERIALS FROM THE DEMOLITION ACTIVITIES WILL BE REMOVED FROM
SITE BY THE CONTRACTOR AND DISPOSED OF AT THE APPROPRIATE LOCATIONS
FOR THE MATERIALS.
6. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUT-OFF VALVE IN
AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING.
7. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO
APPLICABLE LOCAL AND STATE STANDARDS.
8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE
WITH O.S.H.A. STANDARDS FOR WORKER SAFETY,
9. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING
AUTHORITIES.
JZ3i
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G "DON'T DIG BLIND"
GRAPHIC SCALE
20 0 '0 20 40 80
( IN FEET )
I Inch = 20 it.
"IT'S THE LAW"
INDIANA UNDERGROUND PROTE"CIN SERVICE. HC.
Call 1-800-382-5544
2 Working Days
Before You Dig.
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VIA'-'1
I.V I1V . V VLA
REM VED TO INSTALL
NEW CURBS & PAVEMEN
0
GROUND SIGN TO
BE REMOVED
Land Description
(INSTR, #9709702096)
A PART OF THE EAST HALF OF SOUTHEAST QUARTER OF
SECTION 7, TOWNSHIP 17 NORTH, RANGE 4 EAST IN HAMILTON
COUNTY, INDIANA, DESCRIBED AS FOLLOWS:
BEGINNING ON THE SOUTH LINE OF THE EAST HALF OF THE
SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 17 NORTH,
RANGE 4 EAST 372.95 FEET NORTH 89 DEGREES 57 MINUTES
00 SECONDS WEST (ASSUMED BEARING) FROM THE SOUTHEAST
CORNER OF SAID SOUTHEAST QUARTER; THENCE NORTH 89
DEGREES 57 MINUTES 00 SECONDS WEST ON SAID SOUTH LINE
100.00 FEET; THENCE NORTH 00 DEGREES 05 MINUTES 30
SECONDS EAST PARALLEL WITH THE EAST LINE OF SAID
SOUTHEAST QUARTER 560.00 FEET; THENCE SOUTH 89
DEGREES 57 MINUTES 00 SECONDS EAST PARALLEL WITH SAID
SOUTH LINE 100.00 FEET; THENCE SOUTH 00 DEGREES 05
MINUTES 30 SECONDES WEST PARALLEL WITH SAID EAST LINE
560.00 FEET TO THE PLACE OF BEGINNING.
SUBJECT FURTHER TO A DEDICATION AND TRANSFER OF A
CERTAIN (5) FOOT STRIP OF LAND OFF THE ENTIRE SOUTH END
OF SAID REAL ESTATE DEDICATED TO THE CITY OF CARMEL IN
1985.
w Site Address
3230 E. 96TH STREET
INDIANAPOLIS, IN 46260
i
EXIST. 48" 30"
RCMP
INV(W)=748.98
FLOOD MAP INFORMATION
FLOOD INSURANCE RATE MAP
THE SITE DOES NOT LIE VATHIN A FLOODWAY OR FLOODWAY
FRINGE PER HAMILTON COUNTY, INDIANA, AND INCORPORATED
AREAS, PANEL 236, MAP # 16057CO23GF, EFFECTIVE DATE
FEBRUARY 19, 2003. tHE SITE IS ZONED "X'.
BENCHMARK
HAM G-30
A BRONZE PLATE SET IN SOUTH END OF THE MIEST PARAPET OF
AN 18 FOOT SLAB TOP CULVERT. ALSO, 0.8 MILE NORTH OF
MARION -HAMILTON COUNTY UNE ON SR -431. 2.8 MILES SOUTH
OF SR -234. GREENFIELD DISTRICT. ELEVATION OF 773.50'.
TBM 11
5/8" REBAR MATH ORANGE CAP. STAMPED "TRAVERSE", LOCATED
3.9 FEET NORTH OF NORTH CURB UNE OF E. 967H STREET AND
3.5 FOOT EAST OF A POWERPOLE GENERALLY ALONG THE
SUBJECT EAST UNE . ELEVATION OF 756.88'.
TBM #2
MAG NAIL 39.7 FEET SOUTH OF 8' BLOCK WALL AND 21.5 FEET
EAST OF 8" BLOCK WALL CORNER. ELEVATION OF 758.04'.
GROUND TO BE REMOVED
CONCRETE CURB TO BE REMOVED
CONCRETE FOUNDATION & WALK
TO BE REMOVED
ASPHALT PAVEMENT TO BE REMOVED
STORM INLET
TC=755.21
INV(SE)=748.69-8"PVC
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No.
880573
.off STATE OF
`-135' WIDE BY 0.75'
i
OF WALL
Land Description
(INSTR, #9709702096)
A PART OF THE EAST HALF OF SOUTHEAST QUARTER OF
SECTION 7, TOWNSHIP 17 NORTH, RANGE 4 EAST IN HAMILTON
COUNTY, INDIANA, DESCRIBED AS FOLLOWS:
BEGINNING ON THE SOUTH LINE OF THE EAST HALF OF THE
SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 17 NORTH,
RANGE 4 EAST 372.95 FEET NORTH 89 DEGREES 57 MINUTES
00 SECONDS WEST (ASSUMED BEARING) FROM THE SOUTHEAST
CORNER OF SAID SOUTHEAST QUARTER; THENCE NORTH 89
DEGREES 57 MINUTES 00 SECONDS WEST ON SAID SOUTH LINE
100.00 FEET; THENCE NORTH 00 DEGREES 05 MINUTES 30
SECONDS EAST PARALLEL WITH THE EAST LINE OF SAID
SOUTHEAST QUARTER 560.00 FEET; THENCE SOUTH 89
DEGREES 57 MINUTES 00 SECONDS EAST PARALLEL WITH SAID
SOUTH LINE 100.00 FEET; THENCE SOUTH 00 DEGREES 05
MINUTES 30 SECONDES WEST PARALLEL WITH SAID EAST LINE
560.00 FEET TO THE PLACE OF BEGINNING.
SUBJECT FURTHER TO A DEDICATION AND TRANSFER OF A
CERTAIN (5) FOOT STRIP OF LAND OFF THE ENTIRE SOUTH END
OF SAID REAL ESTATE DEDICATED TO THE CITY OF CARMEL IN
1985.
w Site Address
3230 E. 96TH STREET
INDIANAPOLIS, IN 46260
i
EXIST. 48" 30"
RCMP
INV(W)=748.98
FLOOD MAP INFORMATION
FLOOD INSURANCE RATE MAP
THE SITE DOES NOT LIE VATHIN A FLOODWAY OR FLOODWAY
FRINGE PER HAMILTON COUNTY, INDIANA, AND INCORPORATED
AREAS, PANEL 236, MAP # 16057CO23GF, EFFECTIVE DATE
FEBRUARY 19, 2003. tHE SITE IS ZONED "X'.
BENCHMARK
HAM G-30
A BRONZE PLATE SET IN SOUTH END OF THE MIEST PARAPET OF
AN 18 FOOT SLAB TOP CULVERT. ALSO, 0.8 MILE NORTH OF
MARION -HAMILTON COUNTY UNE ON SR -431. 2.8 MILES SOUTH
OF SR -234. GREENFIELD DISTRICT. ELEVATION OF 773.50'.
TBM 11
5/8" REBAR MATH ORANGE CAP. STAMPED "TRAVERSE", LOCATED
3.9 FEET NORTH OF NORTH CURB UNE OF E. 967H STREET AND
3.5 FOOT EAST OF A POWERPOLE GENERALLY ALONG THE
SUBJECT EAST UNE . ELEVATION OF 756.88'.
TBM #2
MAG NAIL 39.7 FEET SOUTH OF 8' BLOCK WALL AND 21.5 FEET
EAST OF 8" BLOCK WALL CORNER. ELEVATION OF 758.04'.
GROUND TO BE REMOVED
CONCRETE CURB TO BE REMOVED
CONCRETE FOUNDATION & WALK
TO BE REMOVED
ASPHALT PAVEMENT TO BE REMOVED
STORM INLET
TC=755.21
INV(SE)=748.69-8"PVC
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rl
No.
880573
.off STATE OF
North
JZ3C E_ 4Z6U,.
C�YaS3
— �- --'DON'T DIG BLIND"
GRAPHIC SCALE "IT'S
20 0 10 20 40 soITS THE LAW"
1141)"A UNDERGROUND PROTECTION gatWC , NC,
(IN FEET) Call 1-800-382-5544
2 Working Days
I Inch = 20 ft. Before You Dig.
I
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I
`-135' WIDE BY 0.75'
HIGH OPENING IN BASE
OF WALL
L
CONSTRUCTION NOTES
1. CONTRACTOR WILL CAP AND SEAL ALL UTILITIES BEING ABANDONED PRIOR TO
BEGINNING THE PROPOSED CONSTRUCTION OF THE NEW BUILDING.
i t.
2. A PRE—CONSTRUCTION MEETING WITH THE CITY OF CARMEL INSPECTORS IS
REQUIRED PRIOR TO BEGINNING ANY DEMOLITION WORK ON THE PROJECT,
3. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL
EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT
SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE
OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH
UTILITY BEFORE WORK IS STARTED, THE SUBCONTRACTOR SHALL NOTIFY IN
WRITING THE OWNER AND ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS
FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OR RESUMED.
A PRE—CONSTRUCTION MEETING MAY BE REQUIRED WITH ALL UTILITIES PRIOR TO
BEGINNING ANY DEMOLITION AND NEW INSTALLATION OF THE UTILITIES.
4. STANDARD SPECIFICATIONS FOR THE LOCAL GOVERNING AGENCY SHALL APPLY
FOR ALL SANITARY SEWERS, STORM SEWERS, AND WATER MAINS.
5, ALL MATERIALS FROM THE DEMOLITION ACTIVITIES WILL BE REMOVED FROM
SITE BY THE CONTRACTOR AND DISPOSED OF AT THE APPROPRIATE LOCATIONS
FOR THE MATERIALS,
6. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUT—OFF VALVE IN
AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING.
7. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO
APPLICABLE LOCAL AND STATE STANDARDS.
8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE
WITH O.S.H.A. STANDARDS FOR WORKER SAFETY.
9. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING
AUTHORITIES.
North
JZ3C E_ 4Z6U,.
C�YaS3
— �- --'DON'T DIG BLIND"
GRAPHIC SCALE "IT'S
20 0 10 20 40 soITS THE LAW"
1141)"A UNDERGROUND PROTECTION gatWC , NC,
(IN FEET) Call 1-800-382-5544
2 Working Days
I Inch = 20 ft. Before You Dig.
I
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