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IUV 7LAK LLLV:
844.07
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10 YEAR ELEV:
842,70
2 YEAR ELEV: 842.10
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WEST 'A" LANDSCAPE PROVIDED:
SHADE OTREES
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SHRUBS
S. SUBSTITUTIONS FOR THE SPECIFIED LANDSCAPE MATERIAL CAN BE PROPOSED BY THE CONTRACTOR AND CHANCES CAN BE MADE UPON
APPROVAL IN WRITING BY THE LANDSCAPE ARCHITECT.
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TAXUS MEDIA 'DENSIFORMIS'
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SOUTH "A" LANDSCAPE REWIRED:
SHADE TREES
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SHRUBS
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PERENNIALS
SHRUB PLANTING DETAL
SHADE TREES
ORNAMENTAL TREES
SHRUBS
7. THE SITE IS TO BE LEFT IN A CLEAN AND NEAT CONDITION AT ALL TIMES.
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SOUTH "A" LANDSCAPE PROVIDED:
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DATE
DESCRIPTION
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IUV 7LAK LLLV:
844.07
4.25 INCH ELEV:
842.93
10 YEAR ELEV:
842,70
2 YEAR ELEV: 842.10
NORMAL POOL:
841.18
BOTTOM ELEV:
833.00
- - - - - _ - - - - -5' YARD SETBACK --
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-NOTE: EAST AREA CONTAINS A 225.0' LONG DRAINAGE EASEMENT. 10.0' STRIP
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2. SCHEDULE A PRE - CONSTRUCTION CONFERENCE PRIOR TO SOURCING OF PLANT MATERIAL AND ANY WORK ON -SITE.
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LANDSCAPE COUNTS
ABBREVIATIONS AND EXISTING LEGEND
ACCEL ACCELERATION H.C. HANDICAP 6 n
•§ y SPOT ELEVATION L� PAY TELEPHONE
ADJ ADJACENT HORZ HORZIONTAL x$
ALT ALTERNATE ID INSIDE DIA -831 CONTOUR (MAJOR) FO FIBER OPTICS
APPROX APPROXIMATELY INV INVERT •• 831 • •• CONTOUR (MINOR) G GAS O
ARCH ARCHITECTURAL M.H. MANHOLE D_ AREA LIGHT 1 F ELECTRIC r
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BLDG BUILDING MECH MECHANICAL W i to
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CAL CALIPER M.E.G. MATCH EXISTING GRADE n
CIP CAST IN PLACE MIN MINIMUM F- GUY ANCHOR SAN SANITARY SEWER i� M T in
H
CL CENTERLINE N/A NOT APPLICABLE CI: TELEPHONE M.H. STM STORM SEWER W
CMU CONC MASONRY UNIT O.C. ON CENTER In TELEPHONE RISER C, COMBINED SEWER C z4
CONC CONCRETE OD OUTSIDE DIA 91 TRANSFORMER U/G UNDERGROUND O
CJ CONTROL JOINT PERP PERPENDICULAR
WATER VALVE 0/H OVERHEAD LU V.
C. 0. CLEAN OUT P.0.8, POINT OF BEG
W
DECEL DECELERATION PVC POLYVINYL CHORIDE FIRE HYDRANT CONCRETE BUMPER 4'
DEMO DEMOLITION PVMT PAVEMENT DECIDUOUS TREE (� DRAINAGE M.H. Q w�
DIA DIAMETER R RADIUS A-01- a °jJ EVERGREEN TREE (� SANITARY M.H. qq O! O
DS DOWNSPOUT REF REFERENCE BUSH Wi CURB INLET J ~
ELEV ELEVATION RCP REINFORCED CONCERETE v
PIPE X FENCE ® ROUND INLET (24" TYP) _ _
ELEC. ELECTRICAL REOD REQUIRED a w c
SIGN SQUARE INLET (24" TYP) 0!'C
ED EQUAL DISTANCE 4
ROW RIGHT OF WAY
EX. EXISTING O TRAFFIC SIGNAL POLE � CLEAN OUT
SAN SANITARY
EJ EXPANSION JOINT SLCPP SMOOTH LINED CORRUGATED ® TRAFFIC SIGNAL M.H. • PIPE BOLLARD
�)
FOW FACE OF WALL PLASTIC PIPE DOOR QL FLAG POLE
SPECS SPECIFICATIONS
FFE FINISH FLOOR ELEV m
FT FOOT SQ SQUARE EXISTING BOUNDARY INFORMATION LU
GUTTER FLOWLINE ELEV
STA STATION WAS PROVIDED BY WEIHE ENGINEERS x
Q
HT HEIGHT STORM STORM SEWER INC. DATED: 04 -25 -1990. W
HOPE HIGH DENSITY TYP TYPICAL (L
CL
POLYETHYLENE VIF VERIFY IN FIELD
LANDSCAPE NOTES .��`�1�111101�''' %.
I
PERIMETER LANDSCAPE:
NORTH "A" LANDSCAPE REQUIRED:
SHADE TREES
ORNAMENTAL TREES
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PLANTING NOTES :
REMARKS
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NORTH EXISTING LANDSCAPE:
SHADE TREES
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ORNAMENTAL TREES
0
--- - - - - --
1, ALL
OTHERWISE UNACCEPTABLE TO THE LANDSCAPE ARCHITECT.
7
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"A" LANDSCAPE PROVIDED:
SHADE TREES
ORNAMENTAL TREES
SHRUBS
8
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-NOTE: EAST AREA CONTAINS A 225.0' LONG DRAINAGE EASEMENT. 10.0' STRIP
NORTH
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ORNAMENTAL TREES
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3. NOTIFY THE LANDSCAPE ARCHITECT IF SITE CONDITIONS ARE UNSUITABLE OR OTHER UNFORESEEN CONDITIONS ARE FOUND.
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TR -03
WEST LANDSCAPE
WEST "A" EXISTING LANDSCAPE:
10
SHADE TREES
7
ORNAMENTAL TREES
SHRUBS
LANDSCAPE COUNTS
ABBREVIATIONS AND EXISTING LEGEND
ACCEL ACCELERATION H.C. HANDICAP 6 n
•§ y SPOT ELEVATION L� PAY TELEPHONE
ADJ ADJACENT HORZ HORZIONTAL x$
ALT ALTERNATE ID INSIDE DIA -831 CONTOUR (MAJOR) FO FIBER OPTICS
APPROX APPROXIMATELY INV INVERT •• 831 • •• CONTOUR (MINOR) G GAS O
ARCH ARCHITECTURAL M.H. MANHOLE D_ AREA LIGHT 1 F ELECTRIC r
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BEG BEGINNING MAX MAXIMUM pip AREA LIGHT 2 T TELEPHONE , v *'
BLDG BUILDING MECH MECHANICAL W i to
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CAL CALIPER M.E.G. MATCH EXISTING GRADE n
CIP CAST IN PLACE MIN MINIMUM F- GUY ANCHOR SAN SANITARY SEWER i� M T in
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CL CENTERLINE N/A NOT APPLICABLE CI: TELEPHONE M.H. STM STORM SEWER W
CMU CONC MASONRY UNIT O.C. ON CENTER In TELEPHONE RISER C, COMBINED SEWER C z4
CONC CONCRETE OD OUTSIDE DIA 91 TRANSFORMER U/G UNDERGROUND O
CJ CONTROL JOINT PERP PERPENDICULAR
WATER VALVE 0/H OVERHEAD LU V.
C. 0. CLEAN OUT P.0.8, POINT OF BEG
W
DECEL DECELERATION PVC POLYVINYL CHORIDE FIRE HYDRANT CONCRETE BUMPER 4'
DEMO DEMOLITION PVMT PAVEMENT DECIDUOUS TREE (� DRAINAGE M.H. Q w�
DIA DIAMETER R RADIUS A-01- a °jJ EVERGREEN TREE (� SANITARY M.H. qq O! O
DS DOWNSPOUT REF REFERENCE BUSH Wi CURB INLET J ~
ELEV ELEVATION RCP REINFORCED CONCERETE v
PIPE X FENCE ® ROUND INLET (24" TYP) _ _
ELEC. ELECTRICAL REOD REQUIRED a w c
SIGN SQUARE INLET (24" TYP) 0!'C
ED EQUAL DISTANCE 4
ROW RIGHT OF WAY
EX. EXISTING O TRAFFIC SIGNAL POLE � CLEAN OUT
SAN SANITARY
EJ EXPANSION JOINT SLCPP SMOOTH LINED CORRUGATED ® TRAFFIC SIGNAL M.H. • PIPE BOLLARD
�)
FOW FACE OF WALL PLASTIC PIPE DOOR QL FLAG POLE
SPECS SPECIFICATIONS
FFE FINISH FLOOR ELEV m
FT FOOT SQ SQUARE EXISTING BOUNDARY INFORMATION LU
GUTTER FLOWLINE ELEV
STA STATION WAS PROVIDED BY WEIHE ENGINEERS x
Q
HT HEIGHT STORM STORM SEWER INC. DATED: 04 -25 -1990. W
HOPE HIGH DENSITY TYP TYPICAL (L
CL
POLYETHYLENE VIF VERIFY IN FIELD
LANDSCAPE NOTES .��`�1�111101�''' %.
I
PERIMETER LANDSCAPE:
NORTH "A" LANDSCAPE REQUIRED:
SHADE TREES
ORNAMENTAL TREES
O
PLANTING NOTES :
REMARKS
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NORTH EXISTING LANDSCAPE:
SHADE TREES
1
ORNAMENTAL TREES
0
--- - - - - --
1, ALL
OTHERWISE UNACCEPTABLE TO THE LANDSCAPE ARCHITECT.
7
` ,'(`�
/-
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I
LANDSCAPE COUNTS
ABBREVIATIONS AND EXISTING LEGEND
ACCEL ACCELERATION H.C. HANDICAP 6 n
•§ y SPOT ELEVATION L� PAY TELEPHONE
ADJ ADJACENT HORZ HORZIONTAL x$
ALT ALTERNATE ID INSIDE DIA -831 CONTOUR (MAJOR) FO FIBER OPTICS
APPROX APPROXIMATELY INV INVERT •• 831 • •• CONTOUR (MINOR) G GAS O
ARCH ARCHITECTURAL M.H. MANHOLE D_ AREA LIGHT 1 F ELECTRIC r
�1' _
w
BEG BEGINNING MAX MAXIMUM pip AREA LIGHT 2 T TELEPHONE , v *'
BLDG BUILDING MECH MECHANICAL W i to
r0, UTILITY POLE W WATER
CAL CALIPER M.E.G. MATCH EXISTING GRADE n
CIP CAST IN PLACE MIN MINIMUM F- GUY ANCHOR SAN SANITARY SEWER i� M T in
H
CL CENTERLINE N/A NOT APPLICABLE CI: TELEPHONE M.H. STM STORM SEWER W
CMU CONC MASONRY UNIT O.C. ON CENTER In TELEPHONE RISER C, COMBINED SEWER C z4
CONC CONCRETE OD OUTSIDE DIA 91 TRANSFORMER U/G UNDERGROUND O
CJ CONTROL JOINT PERP PERPENDICULAR
WATER VALVE 0/H OVERHEAD LU V.
C. 0. CLEAN OUT P.0.8, POINT OF BEG
W
DECEL DECELERATION PVC POLYVINYL CHORIDE FIRE HYDRANT CONCRETE BUMPER 4'
DEMO DEMOLITION PVMT PAVEMENT DECIDUOUS TREE (� DRAINAGE M.H. Q w�
DIA DIAMETER R RADIUS A-01- a °jJ EVERGREEN TREE (� SANITARY M.H. qq O! O
DS DOWNSPOUT REF REFERENCE BUSH Wi CURB INLET J ~
ELEV ELEVATION RCP REINFORCED CONCERETE v
PIPE X FENCE ® ROUND INLET (24" TYP) _ _
ELEC. ELECTRICAL REOD REQUIRED a w c
SIGN SQUARE INLET (24" TYP) 0!'C
ED EQUAL DISTANCE 4
ROW RIGHT OF WAY
EX. EXISTING O TRAFFIC SIGNAL POLE � CLEAN OUT
SAN SANITARY
EJ EXPANSION JOINT SLCPP SMOOTH LINED CORRUGATED ® TRAFFIC SIGNAL M.H. • PIPE BOLLARD
�)
FOW FACE OF WALL PLASTIC PIPE DOOR QL FLAG POLE
SPECS SPECIFICATIONS
FFE FINISH FLOOR ELEV m
FT FOOT SQ SQUARE EXISTING BOUNDARY INFORMATION LU
GUTTER FLOWLINE ELEV
STA STATION WAS PROVIDED BY WEIHE ENGINEERS x
Q
HT HEIGHT STORM STORM SEWER INC. DATED: 04 -25 -1990. W
HOPE HIGH DENSITY TYP TYPICAL (L
CL
POLYETHYLENE VIF VERIFY IN FIELD
LANDSCAPE NOTES .��`�1�111101�''' %.
I
PERIMETER LANDSCAPE:
NORTH "A" LANDSCAPE REQUIRED:
SHADE TREES
ORNAMENTAL TREES
SHRUBS
PLANTING NOTES :
REMARKS
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11
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53
PLANT MATERIAL IS TO BE PROVIDED WITH A ONE -YEAR REPLACEMENT GUARANTEE AND SHALL BE REPLACED IF DEAD, DYING, OR
MISCELLANEOUS PLANTING MATERIALS:
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6,'•,
84
NORTH EXISTING LANDSCAPE:
SHADE TREES
1
ORNAMENTAL TREES
0
SHRUBS
0
1, ALL
OTHERWISE UNACCEPTABLE TO THE LANDSCAPE ARCHITECT.
7
` ,'(`�
/-
- 1.L
m
9
"A" LANDSCAPE PROVIDED:
SHADE TREES
ORNAMENTAL TREES
SHRUBS
8
0
� W�
()
Iii v '
-NOTE: EAST AREA CONTAINS A 225.0' LONG DRAINAGE EASEMENT. 10.0' STRIP
NORTH
17
12
63
2. SCHEDULE A PRE - CONSTRUCTION CONFERENCE PRIOR TO SOURCING OF PLANT MATERIAL AND ANY WORK ON -SITE.
3. SEED ALL DISTURBED AREAS UNLESS OTHERWISE NOTED.
13- J F O
Q J
0 Lj
5
'A" REQUIRED:
SHADE TREES
ORNAMENTAL TREES
SHRUBS
3. NOTIFY THE LANDSCAPE ARCHITECT IF SITE CONDITIONS ARE UNSUITABLE OR OTHER UNFORESEEN CONDITIONS ARE FOUND.
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1 -1/2" CAUPER
WEST LANDSCAPE
WEST "A" EXISTING LANDSCAPE:
10
SHADE TREES
7
ORNAMENTAL TREES
SHRUBS
4- ALL PLANT MATERIAL SHALL BE IN CONFORMANCE WITH THE "AMERICAN STANDARD FOR NUSERY STOCK" ANSI 2601. LATEST EDITION.
SPREA NIPPONICA 'SNOWMOUND'
w- I
_r
1J.1
4' O.C.
WEST 'A" LANDSCAPE PROVIDED:
SHADE OTREES
ORNAMENTAL TREES
SHRUBS
S. SUBSTITUTIONS FOR THE SPECIFIED LANDSCAPE MATERIAL CAN BE PROPOSED BY THE CONTRACTOR AND CHANCES CAN BE MADE UPON
APPROVAL IN WRITING BY THE LANDSCAPE ARCHITECT.
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69
TAXUS MEDIA 'DENSIFORMIS'
10
5
25
CC
25
1 01
'1.11
0
18" HT.
SOUTH "A" LANDSCAPE REWIRED:
SHADE TREES
ORNAMENTAL TREES
SHRUBS
6. THOROUGHLY WATER ALL PLANT MATERIAL WITHIN SIX (5) HOURS OF INSTALLATION.
IQ-
I��111111W
PERENNIALS
SOUTH "A" EXISTNG LANDSCAPE:
SHADE TREES
ORNAMENTAL TREES
SHRUBS
7. THE SITE IS TO BE LEFT IN A CLEAN AND NEAT CONDITION AT ALL TIMES.
cn
W w
w
W F
SOUTH "A" LANDSCAPE PROVIDED:
0
SHADE TREES
0
ORNAMENTAL TREES
0
SHRUBS
S. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND IDENTIFY EXISTING UNDERGROUND AND OVERHEAD SERVICES AND UTILITIES
WITHIN THE CONTRACT WORK AREAS. PROVIDE ADEQUATE MEANS OF PROTECTION OF UPUTIES AND SERVICES DESIGNATED TO REMAIN,
DATE
DESCRIPTION
16
12
43
REPAIR UTLITIES DAMAGED DURING WORK OPERATIONS AT CONTRACTOR'S EXPENSE.
-NOTE: SOUTH AREA CONTAINS A 330.0' LONG RETENTION AREA WHICH
REMARKS
9. IN CASE OF DISCREPENCY BETWEEN NUMBER OF PLANTS SHOWN ON PLAN
TREES OR SHURBS MAY NOT BE PLANTED.
11
ACER FREEMAANII 'ARMSTRONG'
AND SCHEDULE, PLAN SHALL SUPERCEED.
EAST "D" LANDSCAPE REQUIRED: SHADE TREES
ORNAMENTAL TREES
SHRUBS
MISCELLANEOUS PLANTING MATERIALS:
16
16
84
MATCHED, BBB
EAST "D" EXISTING LANDSCAPE: SHADE TREES
ORNAMENTAL TREES
SHRUBS
1. MULCH: FINELY SHREDDED HARDWOOD BARK, AGED. THREE (3) INCH DEPTH FOR ALL PLANTING BEDS AND TREE SAUCERS.
7
0
30
9
EAST "D" LANDSCAPE PROVIDED: SHADE TREES
ORNAMENTAL TREES
SHRUBS
2. BACKFlLL MIX: ROTOTILL THREE (3) CUBIC YARDS PEAT MOSS PER 1G0 SF AREA FOR ALL PLANTING BEDS FURTHER AMEND BACKFlLL
8
0
23
MIX FOR TREE PLANTING WITH 1 CUP EACH AGRICULTURAL SULFUR AND HYDRATED IRON.
-NOTE: EAST AREA CONTAINS A 225.0' LONG DRAINAGE EASEMENT. 10.0' STRIP
WHICH
BN
TREES OR SFRJR13S MAY NOT BE PLANTED.
BETULA NIGRA 'HERITAGE'
HERITAGE RIVER BIRCH (SINGLE STEM)
3. SEED ALL DISTURBED AREAS UNLESS OTHERWISE NOTED.
MATCHED, BBB
OR
5
4. ALL LANDSCAPE BEDS SHALL BE SPADE EDGED TO A DEPTH OF 6 ".
TOTAL REQUIRED 62 47 21B
TOTAL PROVIDED 41 29 139
NOTES:
- 3 SHRUBS EQUAL 1 CONIFEROUS TREE
- UTILIZING SAME TREES AND SHRUBS FOR COUNTS ON NEAREST SIDES
- UTILIZING TREE PRESERVATION AREA TO THE SOUTHWEST OF THE SITE
PLANT LIST
SYMBOL
QTY
BOTANICAL NAME
COMMON NAME
SIZE
REMARKS
TREES
AA
11
ACER FREEMAANII 'ARMSTRONG'
ARMSTRONG MAPLE
2 1/2" CALIPER
MATCHED, BBB
CF
8
CARPNUS BETULUS 'FASTICIATA'
PYRAMIDAL HORNBEAM
2 112" CALIPER
MATCHED, BBB
CT
7
GLEDITSIA TRI. 'IMPERIAL'
IMPERIAL HONEYLOCUST
2 -1/2" CALIPER
MATCHED, BBB
CCA
9
CERCIS CANADENSIS
REDBUD
1 -1/2" CAUPER
MATCHED, BBB
AAB
10
AMELANCHIER 'AUTUMN BRILLANCE'
AUTUMN BRLUANCE SERVICEBERRY
1 -1/2" CAUPER
MATCHED, BBB
BN
6
BETULA NIGRA 'HERITAGE'
HERITAGE RIVER BIRCH (SINGLE STEM)
2" CALIPER
MATCHED, BBB
OR
5
WERCUS ROBUR 'FASTIGIATA'
PYRAMIDAL ENGLISH OAK
2 -1/2" CALPER
MATCHED, BBB
SI
11
SYRINCA 'IVORY SILK'
IVORY SILK TREE LILAC
1 -1/2" CAUPER
MATCHED, BBB
SHRUBS
SN
83
SPREA NIPPONICA 'SNOWMOUND'
SNOWMOUND SPIREA
24" HT.
4' O.C.
EA
76
EUONYMVS ALATUS 'COMPACTUS'
DWARF BURNING BUSH
30" HT.
BBB, 48" O.C.
TM
69
TAXUS MEDIA 'DENSIFORMIS'
DENSE SPREADING YEW
24" HT.
4' O.C.
CC
25
COTONEASTER APICULATUS
CRANBERRY COTONEASTER
18" HT.
3' O C.
OF CONSTRUCTION.
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PROJEC7:F: \2006 \2006 -0065 - 11505 N. Penn - Wolfson Young \ENGI NEERING\DRAWINGS
v J
PERENNIALS
COB
--
CHANCE OUT BED
ANNUALS - SPRING
SUMMER / FALL
0 W
DATE: MonderOctober 06, 2008 9 :29:57 AM
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w
W F
A/
EL
W
F, E
w c
ct <
0
< 0
NORTH
SITE LANDSCAPE PLAN
SCALE: 1" = 30'
NOTE: THE DEVELOPER/ OWNER AND THE ENGINEER / NOTE: PRIOR TO ISSUANCE OF ANY BUILDING PERMITS NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO
SURVEYOR FOR THE DEVELOPER/ OWNER ARE THE BITUMINOUS BASE AND BINDER LAYERS FOR ALL COORDINATE WITH PROJECT ENGINEER TO INSURE THE
ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS STREETS, DRIVES AND PARKING LOTS TO BE INSTALLED CONTRACTOR HAS THE MOST CURRENT, COMPLETE,
BUILT NTH ALL PLAN COMMISSION CONDITIONS BEING AND ALL WATER MAINS AND HYDRANTS FOR THE SITE APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS
MET AND ALSO PER CITY / TOWN STANDARDS AND DEVELOPMENT MUST BE INSTALLED PER APPROVED PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY,
SPECIFICATIONS. SPECIFICATIONS AND MADE SERVICEABLE. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT
MEET THE FORESAID CRTERIA.
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DETAIL SPECIFICATIONS ORDER
9 -5 -OB F
FINAL CONSTRUCTION PLANS
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9 -15 -08 C
CITY REVIEW
CLIENT NAME;
9 -24 -08 C
CITY REVIEW
WOLFSON YOUNG CORPORATION
MR, RICHARD YOUNG
10 -06 -08 C
CITY REVIEW
1. CITY / TOWN STANDARD DRAWINGS AND SPECIFICATIONS.
INDIANAPOLIS, INDIANA46258
2. COUNTY STANDARD DRAWINGS AND SPECIFICATIONS.
(
(317) 676-2300
4, I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS.
(317) 876-2313
5. TEN STATE STANDARDS
6. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS.
® 2005 DeBoy Land DevelopmentServlces, Inc.
7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS.
NOTICE, PERMITS AND NOTES
DESIGNED:RCB APPROVED: CR P
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT
"IT'S THE LAW"
DRAWN: CLH /RCB CHECKED BY: MLD
ALL PERMITS AND APPROVALS AREA OBTAINED FROM THE RESPECTIVE CITY,
COUNTY, AND STATE AGENCIES PRIOR TO STARTING ANY CONSTRUCTION.
CALL 2 WORKING DAYS BEFORE YOU DIG
SCALE: 1" =30' DATE:06 -30-06
2, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT
1- 800 - 382 -5544
LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION
CALL T01 L FREE
PROJECT NO.: 2006 -0065
AREA PRIOR TO STARTING ANY CONSTRUCTION.
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR NOTIFICATION AND
COORDINATE OF ALL CONSTRUCTION FOR THE RESPECTIVE UTILITY COMPANIES,
PRIOR TO STARTING ANY CONSTRUCTION.
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4. ALL CONSTRUCTION ACTIVITY ON THIS SITE SHALL BE PERFORMED IN
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COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY.
PER INDIANA STATE LAW ICS -1 -26.
5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE MOST
UPDATED SET OF CONSTRUCTION PLANS PRIOR OF COMMENCING
CONSTRUCTION.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING DAYS
OF
15
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6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, AS -BUILT
BEFORE COMMENCING WORK.
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OF CONSTRUCTION.
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DETAIL SPECIFICATIONS ORDER
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CLIENT NAME;
OF PREFERENCE
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WOLFSON YOUNG CORPORATION
MR, RICHARD YOUNG
1
9510 -1 ROSS LANE
1. CITY / TOWN STANDARD DRAWINGS AND SPECIFICATIONS.
INDIANAPOLIS, INDIANA46258
2. COUNTY STANDARD DRAWINGS AND SPECIFICATIONS.
(
(317) 676-2300
4, I.N.D.O.T. STANDARD DRAWINGS AND SPECIFICATIONS.
(317) 876-2313
5. TEN STATE STANDARDS
6. SITE ENGINEER'S STANDARD DRAWINGS AND SPECIFICATIONS.
® 2005 DeBoy Land DevelopmentServlces, Inc.
7. ANY OTHER APPLICABLE STANDARD DRAWINGS AND SPECIFICATIONS.
NOTICE, PERMITS AND NOTES
DESIGNED:RCB APPROVED: CR P
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT
"IT'S THE LAW"
DRAWN: CLH /RCB CHECKED BY: MLD
ALL PERMITS AND APPROVALS AREA OBTAINED FROM THE RESPECTIVE CITY,
COUNTY, AND STATE AGENCIES PRIOR TO STARTING ANY CONSTRUCTION.
CALL 2 WORKING DAYS BEFORE YOU DIG
SCALE: 1" =30' DATE:06 -30-06
2, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT
1- 800 - 382 -5544
LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION
CALL T01 L FREE
PROJECT NO.: 2006 -0065
AREA PRIOR TO STARTING ANY CONSTRUCTION.
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR NOTIFICATION AND
COORDINATE OF ALL CONSTRUCTION FOR THE RESPECTIVE UTILITY COMPANIES,
PRIOR TO STARTING ANY CONSTRUCTION.
C5,0
4. ALL CONSTRUCTION ACTIVITY ON THIS SITE SHALL BE PERFORMED IN
COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY.
PER INDIANA STATE LAW ICS -1 -26.
5. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE MOST
UPDATED SET OF CONSTRUCTION PLANS PRIOR OF COMMENCING
CONSTRUCTION.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING DAYS
OF
15
6. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, AS -BUILT
BEFORE COMMENCING WORK.
INFORMATION TO THE ENGINEERING/ SURVEYING COMPANY UPON COMPLETION
OF CONSTRUCTION.
J --
-
-
PROJEC7:F: \2006 \2006 -0065 - 11505 N. Penn - Wolfson Young \ENGI NEERING\DRAWINGS
DWG: C5.0 SITE LANDSCAPE PLAN -dfrg
PLOTTED BY: R.C. BERGER
-
DATE: MonderOctober 06, 2008 9 :29:57 AM