HomeMy WebLinkAbout07110023 Civil and Landscape Plans C101, C102, L101 Rcv. 8/27/2008 DOCSLand Description
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CONCRETE DRIVE THRU ISLAND DETAIL ri CIO 01—I INDIANA FIBER WORKS,'.
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/10" (PRIVATE) N89 48 2%. 1 A
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N/ -A QFKA� K17
SCALE: 1 — 11
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NOTE.* SEE
ARCHITECTURAL
PLANS
BY OTHERS
FOR EXACT
DIMENSIONS OF
DRIVE
THRU ISLANDS,
............
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07LOnE
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90 9.
INSTR. 20040003234
B
.. .. .... .... .
MATCH THAT OF SAW BULDING
(BY 07HERS)
BF4CK TO MATCH BANK BL4LDtNG
(BY OIMS):;..,.
14CK DOUBLE — =ED VERDE GUATAMALEN
01*
E 5
2 /.Ub
12
(12)
04CONADUAL AN001ZM
MARBLE LOGO WTH ENGRAVED COLD FUED
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LETTERS IN
TO MATCH BANK BUILDNIG. FABRICATOR Ti
C.D
IQ: C4
15.67"
z
21.28
V
CUSTOM BRONZE COLOR,
PROVIDE TEMPLAIE. FIELD WEASLIRE OFS Ol
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P=MN MOUNTM-:�
BACKPLAIE PRIOR TO FABrUCA11ON
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PROPOSED
MATCH THAT OF SAW BULDING
(BY 07HERS)
BF4CK TO MATCH BANK BL4LDtNG
(BY OIMS):;..,.
...... L UURD RLMUWAL -JFIMLL UL IV 1.11L! FILMIAL%J1 • 3 1
......... ......... ..... -------------------- 24" CAF ...... SE CORNER SA LIT SHALL BE OF FULL JOINT. PATCHING AND
BLOCK "A" JOIN
1 1 4 +
EXISTING
N - BEGINNI .......
B PONT AM001- .2
SAWCUT & REMOVE 10 LF OF EXISTING CURB & GUTTER. . . . . . . NG 4� A
OF MAINLINE P-A PER CITY
RESTO AlION VEMENT SHALL BE
INSTALL TYPE 11 CURB & GUTTER PER CITY OF CARMEL .........
1 4 + . . . . . . I. . . .
... ... RIGHT IN
....... ......... .... ..
REMOVAL SHALL BE TO THE NEAREST . ...... A P OF CTMEL STANDARDS 9
STANDARDS. ALL CURB V44) ONLY
4�' _q%\,
JOINT. SAWCUT SHALL BE OF FULL JOINT. PATCHING AND ENTRANCE
+ +
PAVEMENT SHALL BE PER CITY ... ... G ..... . .......
i 4
.Y
RESTORATION OF MAINLINE 0 W6 E
. . . . . . . . . ......
: - : -. -. -� -, -, - 7 7 .. .. . . . . . - - - - - --
. . . . . . . . . . . . . . . .
OF CARMEL STANDARDS. .........
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NOTE:
ALL PAVING IN THE EXISTING AND PROPOSED RIGHT -OF —WAY
SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT'
OF ENGINEERING. CONTRACTOR SHALL CONTACT THE',
DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-�-CONSTRUCI`ll
MEETING TO REVIEW THE DEPARTMENTS CONSTRUCTION REQUIREMENTS,
STAFF NOTIFICA11ON REQUIREMENTS, REQUIRED INSPECTIONS FOR
NOTE: _ __
NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE
WITHOUT AN APPROVED STORM WATER
MANAGEMENT PERMIT.
CERTAIN STAGES OF THE WORK AND TO HLMLW IML AURIUMIT
OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING
AND PROPOSED CITY RIGHT—OF—WAY.
NOTE:
4
IF THE SIDEWALK ALONG HARLESTON STREET HAS':
BEEN CONSTRUCTED PRIOR TO INSTALLAliON OF THE
WATER- SERVICE LATERAL" 'CONTRACTOR SHALL ""OBTAIN
A SIDEWALK CLOSURE PERMIT FROM THE CITY OF
CARMEL BOARD OF PUBLIC *WORKS' AND SAFETY
PRIOR TO SIDEWALK CLOSURE AND DEMOLI110N.
............
DOCKET NO. 07110023 TAC
ASSUMED NORTH
SCALE: 1 "= 20 '
HOLEY MOLEY SAYS
"DON'T
DIG
BLIND
"IT'S THE LAW"
CALL 2 WORKING DAYS B110RE M ING
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
LOCA110N SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
1. ALL RADIUS AND OTHER DIMENSIONS FOR 60 STANDING AND
CHAIRBACK CURB ARE TO FACE OF CURB.
2. ALL RADIUS AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE
TO BACK OF CURB
a 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, IF RELOCATION OF EXISTING UTILITIES IS REQUIRED,
THE COST FOR SEWER SUCH RELOCATION SHALL BE BORNE
SOLELY BY THE DEVELOPER. IF UTILITY POLES MUST BE
RELOCATED, THEY SHALL BE RELOCATED TO WITHIN ONE FOOT
OF THE PROPOSED RIGHT-CF-WAY. UTILITY UNE RELOCATIONS
REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH
THE PROPOSED DEVELOPMENT SHALL BE THE RESPONCIBILITY OF
THE DEVELOPER TO RESOLVE WITH THE UTILITY.
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.
B. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A.
7, ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF
THE BUILDING FOUNDATION WALL
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.
1Z ALL FILL AREAS (ENGINEERED FILL) SHALL BE COMPACTED TO
AT LEAST 98 PERCENT OF THE STANDARD DRY DENSITY
(ASTM D-1557). FILL UNDER THE FOOTING SHALL BE
COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM
DRY DENSITY (ASTM D-1557). FILL SHOULD EXHIBIT A
MAXIMUM DRY DENSITY OF AT LEAST 105 PCFj AND HAVE A
LIQUID LIMIT OF LESS THAN 50 AND PLASTICITY INDEX OF LESS
THAN 25. SANDY FILL MUST HAVE LESS THAN 15 PERCENT
FINES PASSING A #200 SIEVE.
13, AN APPROVED RIGHT-OF-WAY PERMIT IS REQUIRED PRIOR
TO COMMENCING ANY WORK IN THE PUBLIC RIGHT-OF-WAY.
I I m I C.) @06 01I & 9 NIA)
2' Chairback Curb and Gutter 1o1
[3 2' Chairback Curb w/out Gutter �go� (D Asphalt Pavement r6
� 01
(D Edge of Pavement
(:D Concrete Service Walk 3 �o�
F Handicap Ramp r7q*
1 11
Landscaping(See Landscaping Plan)
10
Concrete Drivethru Pavemen E0,
(D Concrete island Detail 13 �
C801 C101
K Handicap Ramp K004
• (R/W Type) C801
Handicap Parking Stalls Kol 1 KP1 2
C801 C101
0-
..........
::: M...-. Pavement within R/W ���
Decorative Sidewalk Pavers
9' x 20' Parking Spaces — 21
x 9' x 20' Handicap Parking Spaces — 2
�— Traffic Flow Arrow
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(12)
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PROPOSED
20.(@
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2.67'
D.1
2.67 10-19'
2 .00
CD
24
00 20.00'
15.63'
BUILDING
U)
P
B
><
EXI TING
r- i!-4,:4. �...... 4
2
CD
Cm
A
rill NATIONAL BANK OF INDIANAPOLIS—
3,945 S.F.
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EDIAN
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ull
...... L UURD RLMUWAL -JFIMLL UL IV 1.11L! FILMIAL%J1 • 3 1
......... ......... ..... -------------------- 24" CAF ...... SE CORNER SA LIT SHALL BE OF FULL JOINT. PATCHING AND
BLOCK "A" JOIN
1 1 4 +
EXISTING
N - BEGINNI .......
B PONT AM001- .2
SAWCUT & REMOVE 10 LF OF EXISTING CURB & GUTTER. . . . . . . NG 4� A
OF MAINLINE P-A PER CITY
RESTO AlION VEMENT SHALL BE
INSTALL TYPE 11 CURB & GUTTER PER CITY OF CARMEL .........
1 4 + . . . . . . I. . . .
... ... RIGHT IN
....... ......... .... ..
REMOVAL SHALL BE TO THE NEAREST . ...... A P OF CTMEL STANDARDS 9
STANDARDS. ALL CURB V44) ONLY
4�' _q%\,
JOINT. SAWCUT SHALL BE OF FULL JOINT. PATCHING AND ENTRANCE
+ +
PAVEMENT SHALL BE PER CITY ... ... G ..... . .......
i 4
.Y
RESTORATION OF MAINLINE 0 W6 E
. . . . . . . . . ......
: - : -. -. -� -, -, - 7 7 .. .. . . . . . - - - - - --
. . . . . . . . . . . . . . . .
OF CARMEL STANDARDS. .........
I
l l " I
..... -
pw-4iP ------ ------------ ----------- -----
- -- - - - - - - - - - - - - - -
A"
. . . . . . . . . . -k If rl 10I
Pm
.F44441
3:
(D
NOTE:
ALL PAVING IN THE EXISTING AND PROPOSED RIGHT -OF —WAY
SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT'
OF ENGINEERING. CONTRACTOR SHALL CONTACT THE',
DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-�-CONSTRUCI`ll
MEETING TO REVIEW THE DEPARTMENTS CONSTRUCTION REQUIREMENTS,
STAFF NOTIFICA11ON REQUIREMENTS, REQUIRED INSPECTIONS FOR
NOTE: _ __
NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE
WITHOUT AN APPROVED STORM WATER
MANAGEMENT PERMIT.
CERTAIN STAGES OF THE WORK AND TO HLMLW IML AURIUMIT
OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING
AND PROPOSED CITY RIGHT—OF—WAY.
NOTE:
4
IF THE SIDEWALK ALONG HARLESTON STREET HAS':
BEEN CONSTRUCTED PRIOR TO INSTALLAliON OF THE
WATER- SERVICE LATERAL" 'CONTRACTOR SHALL ""OBTAIN
A SIDEWALK CLOSURE PERMIT FROM THE CITY OF
CARMEL BOARD OF PUBLIC *WORKS' AND SAFETY
PRIOR TO SIDEWALK CLOSURE AND DEMOLI110N.
............
DOCKET NO. 07110023 TAC
ASSUMED NORTH
SCALE: 1 "= 20 '
HOLEY MOLEY SAYS
"DON'T
DIG
BLIND
"IT'S THE LAW"
CALL 2 WORKING DAYS B110RE M ING
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
LOCA110N SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
1. ALL RADIUS AND OTHER DIMENSIONS FOR 60 STANDING AND
CHAIRBACK CURB ARE TO FACE OF CURB.
2. ALL RADIUS AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE
TO BACK OF CURB
a 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, IF RELOCATION OF EXISTING UTILITIES IS REQUIRED,
THE COST FOR SEWER SUCH RELOCATION SHALL BE BORNE
SOLELY BY THE DEVELOPER. IF UTILITY POLES MUST BE
RELOCATED, THEY SHALL BE RELOCATED TO WITHIN ONE FOOT
OF THE PROPOSED RIGHT-CF-WAY. UTILITY UNE RELOCATIONS
REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH
THE PROPOSED DEVELOPMENT SHALL BE THE RESPONCIBILITY OF
THE DEVELOPER TO RESOLVE WITH THE UTILITY.
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.
B. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A.
7, ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF
THE BUILDING FOUNDATION WALL
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.
1Z ALL FILL AREAS (ENGINEERED FILL) SHALL BE COMPACTED TO
AT LEAST 98 PERCENT OF THE STANDARD DRY DENSITY
(ASTM D-1557). FILL UNDER THE FOOTING SHALL BE
COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM
DRY DENSITY (ASTM D-1557). FILL SHOULD EXHIBIT A
MAXIMUM DRY DENSITY OF AT LEAST 105 PCFj AND HAVE A
LIQUID LIMIT OF LESS THAN 50 AND PLASTICITY INDEX OF LESS
THAN 25. SANDY FILL MUST HAVE LESS THAN 15 PERCENT
FINES PASSING A #200 SIEVE.
13, AN APPROVED RIGHT-OF-WAY PERMIT IS REQUIRED PRIOR
TO COMMENCING ANY WORK IN THE PUBLIC RIGHT-OF-WAY.
I I m I C.) @06 01I & 9 NIA)
2' Chairback Curb and Gutter 1o1
[3 2' Chairback Curb w/out Gutter �go� (D Asphalt Pavement r6
� 01
(D Edge of Pavement
(:D Concrete Service Walk 3 �o�
F Handicap Ramp r7q*
1 11
Landscaping(See Landscaping Plan)
10
Concrete Drivethru Pavemen E0,
(D Concrete island Detail 13 �
C801 C101
K Handicap Ramp K004
• (R/W Type) C801
Handicap Parking Stalls Kol 1 KP1 2
C801 C101
0-
..........
::: M...-. Pavement within R/W ���
Decorative Sidewalk Pavers
9' x 20' Parking Spaces — 21
x 9' x 20' Handicap Parking Spaces — 2
�— Traffic Flow Arrow
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No.
10000075
STATE OF
0
AI
VDIA
N
vl,l, 70NAI.
DATE: 11/20/07
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT M BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
- QC COPYRIGHTED BY THE SCHNEIDER CORP. (2007
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 301
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.8 2 6.6 410
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS * LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
E 5
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No.
10000075
STATE OF
0
AI
VDIA
N
vl,l, 70NAI.
DATE: 11/20/07
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT M BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
- QC COPYRIGHTED BY THE SCHNEIDER CORP. (2007
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 301
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.8 2 6.6 410
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS * LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
SHEET NO.:
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SHEET NO.:
NOTE: SEE ARCHITECTURAL PLANS BY
OTHERS FOR BUILDING DIMENSIONS AND
EXACT LOCATIONS OF UTILITY SERVICE LINES.
NE:
NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE
WITHOUT AN APPROVED STORM WATER
MANAGEMENT PERMIT.
It:
YU
4LL PROPOSED STORM SEWERS ARE PRIVATE.
GAS ELECTRIC
Vectren Energy
Duke Energy
16000 Allisonville Road
16475 Southpark Drive
P.O. Box 1700
Westfield, IN 46074
Noblesville, IN 46060
(317) 896 -6711
(317) 776 -5535
ELEV
DESC
TELEPHONE
CABLE TV
SBC Indiana
BrighthDuse Networks
5858 North College Avenue
3030 Roosevelt Avenue
Indianapolis, IN 46220
Indianapolis, IN 46218
(317) 252 -4275
(31?) 632 --9077 x291
STORM SEWER (Regulated) SANITARY SEWER
Hamilton County Surveyor Clay Township Regional Waste District
Hamilton Square, Suite 146 10755 North College Avenue
Noblesville, IN 46060 Indianapolis, IN 46280
(317) 776 --9626 (317) 844 -9200
WATER STREETS
City of Carmel Water utilities City of Carmel Engineering
130 1st Ave SW One Civic Square
Carmel, IN 46032 Carmel, IN 46032
(317) 571 -2658 (317) 571 --2441
Utility Hotline: within Indiana 1-800-382-554-4
outside indiana 1-800 --425 --5200
NOTE
The size and location of utilities are per plans and locations provided by the
respective utility companies. All utility companies shall be notified prior to any
excavation for field location of services.
EX. HARLESTON POND
POND 5
NORMAL POOL= 898.25
TOP OF BANK =905.4
100 YEAR-903.4
_ I
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t
OTE:
ALL PAVING IN THE EXISTING AND PROPOSED RIGHT-OF-WAY
SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT
DF ENGINEERING. CONTRACTOR SHALL CONTACT THE
DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE - CONSTRUCTION
MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENT`
STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR
CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY
OF THE DEPARTMENT AS IT RELATES TO WORK V1ITHIN THE EXISTING
Amn PRf pngFn CITY RIGHT-- OF-VJAY
DRAINAGE SUMMARY:
PROJECT PART OF VILLAGE OF WESTCLAY MASTER DRAINAGE PLAN.
SUPPLEMENT TO VOWC "WEST SECTION" AND "SECTION 6001 DRAINAGE PLAN"
DETENTION PROVIDED BY EXISTING HARLESTON POND. SURFACE RUNOFF
CONVEYED TO POND VIA STORM SEWER SYSTEM, PER MASTER PLAN.
APPROXIMATE DISTRURBED AREA= 0.66 ACRES
IMPERVIOUS AREA ACCOUNTED FOR IN MASTER DRAINAGE DESIGN.
CUE cuccTC rl n-4 ri nA rend r'pn� k rm; Fnp Q. TnpmWATFR 01 I AI ITY.
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NOTE: STRUCTURE 7 DEPTH I BASED ON .O} UNIP ASSOCIATED #I'al"`I-- A T E P
�
-
-" O TRA TOR T ' ER.I ' .A . E OR ALTERNATE , TRUCT RE TYPES AND SIZES PER H S DETAIL 0-:1 8.
FUTURE PARKING LOT
W W
— EXISTING VILLAGE OF
WESTCLAY SECTION 6003 —B,
BLOCK "B"
Q
VVALL rY f N bNAt7t
d - . s y . L�
�� _ - _ �, EX. STR. 862 . : :) r
A
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' iii '[ 'r Xs 5a
. If • " i
t
'r EX. INV�- 900.84' �1 5 SW
F EX. INV- 899.53 (29 x45" is)
I
r EX. INV- 899.504 Z6 N)
t Ir a ,
06.71 TC
p06 -2VGUT 1
de
. =- frt EXISTING
}i», I i
# }r _ RIGHT IN
{ ONLY ' �E
N�
{ f ENTRANCE ` I
E.W.E4
_777�'t
-
,i-� � - 4 , -�.,_� a b � r .. -- r. � F �� r ■ iii I ; i i
' k
1 'd -- •- ���Sr_l,." �.�1: - ..u.as ....um ,, r+ _ _ 1 4 i 1 ^4{/ � '. � '..�. - i 1 I
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Ln
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8 "x _2" 'SET TAP TEE
W
W W !
EX. " WATER MAIN
EXISTING I
RIGHT OUT
EX. FIRE H ANT r f I
ONLY {� I
,. EXIT {
�.4
1 1
EON
•
•
X
IJ
i
i
ASSUMED NORTH
SCALE: 1 "= 20
HALEY MOLEY SAYS
"DON'T
DIG
BLIND
ITS THE LAW"
CALL 2 WORKING DAYS BEFQRE YOU DIG
1- 800 - 382 -544
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 NOTIfYfNG THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK,
1. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING AND
CHAIRBACK CURB ARE TO FACE OF CURB.
2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO
VERIFY AL EXISTING UTILITIES AND CONDITIONS
PERTAINING TO HIS PHASE OF 'CORK. IT SHALL ALSO BE THE
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF
THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR
EACH UTILITY BEFORE LORI: 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. IF RELOCATION OF EXISTING UTILITIES IS REQUIRED,
THE COST FOR SEWER SUCH RELOCATION SHALL BE BORNE
SOLELY BY THE DEVELOPER. IF UTILITY POLES MUST BE
RELOCATED, THEY SHALL BE RELOCATED TO WITHIN ONE FOOT
OF THE PROPOSED RIGHT -OF -WAY. UTILITY LIME RELOCATIONS
REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH
THE PROPOSED DEVELOPMENT SHALL BE THE RESPONCIBIUTY OF
THE DBIELOPER TO RESOLVE WITH THE UTILITY.
3, VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH
LOCAL GOVERNING AUTHORITIES.
4, TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
5, ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE Q.S.H.A.
STANDARDS FOR WORKER SAFETY,
6. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF
THE BUILDING FOUNDATION WALL.
7. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS
BUILDING SQUARE FOOTAGE.
B, THE SIZE AND L0," ATION 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.
9. SERVICE WALKS SHALL BE NON - REINFORCED CONCRETE 4"
TRICK AND WIDTH AS INDICATED ON PLANS.
10. SEE ARCHITECTURAL PLANS FOR ALL EXPANSION AND
CONTRACTION JOINTS LOCATIONS.
11. CONTRACTOR SHALL CONTACT CITY OF CARMEL DEPARTMENT
ENGINEERING TO SCHEDULE A PRE - CONSTRUCTION MEETING
PRIOR TO THE START OF CONSTRUCTION.
12. REMOVE AND BACKALL ALL AREAS WHERE EXISTING STORK
SEWER CROSSES PROPOSED BUILDING FOOTPRINTS BY TRENCHING.
ALL STORM SEWERS INTERCEPTED TO BE PERPETUATED INTO
STORM SEVER SYSTEM, THE CONTRACTOR OR SUBCONTRACTOR
SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER
IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE
ACCOMPLISHED.
13. ALL FILL AREAS (ENGINEERED FILL) SHALL BE COMPACTED TO
AT LEAST 98 PERCENT OF THE STANDARD DRY DENSITY
(ASTM D- 1557). FILL !UNDER THE FOOTING SHALL BE
COMPACTED TO AT LEAST 95 PERCENT OF TIME MAXIMUM
DRY DENSITY (ASTM D- -1557). FILL SHOULD EXHIBIT A
MAXIMUM DRY DENSITY OF AT LEAST 105 PCF, AND HAVE A
UQUID LIMIT OF LESS THAN 50 AND PLASTICITY INDEX OF LESS
THAN 25, SANDY FILL MUST HAVE LESS THAN 15 PERCENT
FINES PASSING A #200 SIEVE.
14. AN APPROVED RIGHT --4F -WAY PERMIT IS REQUIRED PRIOR
TO COMMENCING ANY WORK IN TIME PUBLIC RIGHT -OF -WAY.
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10000075
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DATE: 11/20/07
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. (2t}07)
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 301
Carmel, IN 46032
Telephone: 317.509.8112
Fax: 317.826.0410
www. sch n ei dercorp. corn
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS *LIS
Horne Builder Services
Interior Design
Land Surveying
Landscape Architecture
Tronsportation Engineering
Existing Storm Sewer
-o--
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Existing contour
ELEV
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Existing Elevation
DRAWING FILES:
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All ether Finish Grades
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Storm Structure Number
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E
Burned Electric
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Hurried Gas Line
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First Floor Elevation
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Minimum Flood Protection Grade
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DATE: 11/20/07
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. (2t}07)
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 301
Carmel, IN 46032
Telephone: 317.509.8112
Fax: 317.826.0410
www. sch n ei dercorp. corn
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS *LIS
Horne Builder Services
Interior Design
Land Surveying
Landscape Architecture
Tronsportation Engineering
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DATE: 11/20/07
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. (2t}07)
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 301
Carmel, IN 46032
Telephone: 317.509.8112
Fax: 317.826.0410
www. sch n ei dercorp. corn
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS *LIS
Horne Builder Services
Interior Design
Land Surveying
Landscape Architecture
Tronsportation Engineering
DATE: PROJECT NO.:
11120107 1238.071
DRAWN BY: CHECKED BY:
BET PRK
SHEET TITLE:
CCU
GRADING, DRAINAGE
& UTILITY PLAN
DRAWING FILES:
N: \t 238 \071 \DWGS \C102.DWG
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DATE: PROJECT NO.:
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DRAWING FILES:
N: \t 238 \071 \DWGS \C102.DWG
XREF: 071- 65.DWG, 5471001bs.DWG
XREF: Co- 21.DWG, HARELSTON- BS.DWG
XREF: PETTIGRU- BS.DWG
SHEET NQ.:
DATE: PROJECT NO.:
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(PRIVA-E)
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PLANT SCHEDULE
KEY I BOTANICAL NAME COMMON NAME Q TY. I SIZE COND, REMARKS
DECIDUOUS TREES
Fit
| 1 .
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IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE
mpt! mp.-sw4m,
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Hemerocollis 'Happy Returns
Happy Retums Dofily
ir
1 Go/.
i
HARDWOOD BARK MULCH. MULCH SHALL BE APPROVED BY
SR
Syringa reticulGto "Ivory Silk'
Ivory Silk Japonese Tree bloc
2
2.5"
B & B
36 it O.C.
SJ
Sophora jGponico
X A10
2
2.5"
B & B
Pion t 12" a c.
4.
FINAL PLACEMENT OF PLANT MATERIALS. ECT SHALL BE
APPROVED BY LANDSCAPE ARCHITECT BEFORE PLANTING
MINE
cn
BE MARKED WITH A WOOD STAKE INDICATING VARIETY AND
CIC5
SIZE OF TREE ALL GROUND COVER AND PLANTING BED
LINES SHALL BE MARKED WUTH HIGHLY VISIBLE PAINT LINES
YNTH OCCASIONAL WOOD STAKES FOR REFERENCE. ALL STAKES
SHALL BE REMOVED FOLLOWING PLANTING OPERATIONS.
LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT
LOCA11DNS ON THE SITE.
5.
NO SUBSTITUTIONS UF PLANT MATERIALS SHALL BE ALLOWED.
IF PLANTS ARE NOT AVAILABLE, THE CONTRACTOR SHALL
NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO THE B0 IN
WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED NTH
PROJECT I.D. AT NURSERY OR CONTRACTOR'S OPERATIONS
LLJ 5:
PRIOR TO MOVING TO THE JOB 8|7E. PLANTS MAY BE
cr-
INSPECTED, APPROVED OR REJECTED ON THE JOB SITE
BY LANDSCAPE ARCHITECT.
5.
ALL PLANTS SHALL MEET OR EXCEED AMERICAN STANDARDS FOR
V)
NURSERY STOCK, 2004 EDITION, AS SET FORTH BY AMERICAN
BUILDING
ASSOCIATION OF NURSERYMEN.
7.
PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL
BE PLACED AIAERE THEY WILL NOT CONFLICT WITH CONSTRUCTION
OPERATIONS AND AS DIRECTED BY LANDSCAPE ARCHITECT.
O.
ALL LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD
OF ONE YEAR FOLLOWING FINAL |NSPEC11ON BY LANDSCAPE
ARCHITECT. AT THE END OF THIS PER/OD, PLANT MATERIAL
TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT
SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE
BRICK TO MATCH
CONTRACTOR.
9.
LAWNS SHALL BE SEEDED OR S0DOB} FOLLOWING SCARIFYING,
FINAL GRADING, FERTILIZING, AND RAKING. LAWNS SHALL BE
RERDU�EU VNTH l2_12-1� ANALY�|� FER�L|�ER AT A RATE DF
All
TEST DONE BY CONTRACTOR PRIOR TO SEEDING. LAWNS TO BE
SEEDED WITH MECHANICAL SPREADER AT RATE OF 5 LB3./1000
S.F. APPLY SEED 1/2 ONE DIRECTION AND 1/2 PERPENDICULAR
|
|/|
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KEY I BOTANICAL NAME COMMON NAME Q TY. I SIZE COND, REMARKS
DECIDUOUS TREES
ANNUALS
Fit
| 1 .
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cd
PLANT UST, THE PLAN SHALL DICTATE.
|
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Hemerocollis 'Happy Returns
Happy Retums Dofily
53
1 Go/.
i
HARDWOOD BARK MULCH. MULCH SHALL BE APPROVED BY
SR
Syringa reticulGto "Ivory Silk'
Ivory Silk Japonese Tree bloc
2
2.5"
B & B
36 it O.C.
SJ
Sophora jGponico
Pogodo Tree
2
2.5"
B & B
Pion t 12" a c.
ANNUALS
DECIDUOUS U EVERGREEN SHRUBS
Fit
| 1 .
/
IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE
cd
PLANT UST, THE PLAN SHALL DICTATE.
|
| l
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Hemerocollis 'Happy Returns
Happy Retums Dofily
53
1 Go/.
i
HARDWOOD BARK MULCH. MULCH SHALL BE APPROVED BY
JC
Juniperus- chin ensis
Mint Julep Juniper
44
18
B & B
36 it O.C.
LMU
Lin'ope muscori 'Big Blue
Big Blue Lilytorf
7 0
1 Col.
B & B
Pion t 12" a c.
DECIDUOUS U EVERGREEN SHRUBS
°
Fit
| 1 .
/
IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE
cd
PLANT UST, THE PLAN SHALL DICTATE.
|
| l
ALL SHRUB PLANTING AREAS TO BE COVERED WITH A J^ LAYER
|
OF SHREDDED HARDWOOD BARK MULCH. ALL GROUND COVER
�
AND PERENNIAL BEDS SHALL BE COVERED NTH 2. SHREDDED
i
HARDWOOD BARK MULCH. MULCH SHALL BE APPROVED BY
JC
Juniperus- chin ensis
Mint Julep Juniper
44
18
B & B
36 it O.C.
SA
Spiraea x bumoldo 'Gold Rome'
Gold Flame Spireo
19
18"'
B & B
36 it 0. C.
4.
FINAL PLACEMENT OF PLANT MATERIALS. ECT SHALL BE
APPROVED BY LANDSCAPE ARCHITECT BEFORE PLANTING
OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL
cn
BE MARKED WITH A WOOD STAKE INDICATING VARIETY AND
CIC5
SIZE OF TREE ALL GROUND COVER AND PLANTING BED
LINES SHALL BE MARKED WUTH HIGHLY VISIBLE PAINT LINES
YNTH OCCASIONAL WOOD STAKES FOR REFERENCE. ALL STAKES
SHALL BE REMOVED FOLLOWING PLANTING OPERATIONS.
LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT
LOCA11DNS ON THE SITE.
5.
°
ASSUMED NORTH
SCALE: 1 "-- 20 /
HOLEY MOLEY SAYS
"DON'T
DIG
BLIND In
"IT'S THE LAW"
CALI 2 WORKING DAYS BEFORE YOU DIG
1-800-382-55 u;x;.
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
VNTHOUTNOTIFMNG THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK. |
%6 SOD
CANOPY TREE
.4
ORNAMENTAL TREE
/ ^ \
SHRUBS �zv
Lki X%N6,
CONSTRUCTION LIMITS
NOTE: SEE ARCHITECTURAL PLANS BY
OTHERS FOR BUILDING DIMENSIONS AND
EXACT LOCATIONS /lF UTILITY SERVICE LINES.
DOCKET NO, 07110023 TAC
Fit
| 1 .
/
IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE
cd
PLANT UST, THE PLAN SHALL DICTATE.
|
| l
ALL SHRUB PLANTING AREAS TO BE COVERED WITH A J^ LAYER
|
OF SHREDDED HARDWOOD BARK MULCH. ALL GROUND COVER
�
AND PERENNIAL BEDS SHALL BE COVERED NTH 2. SHREDDED
i
HARDWOOD BARK MULCH. MULCH SHALL BE APPROVED BY
LANDSCAPE ARCHITECT AND SHALL BE UNIFORM IN TEXTURE
\
AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR
�
LUMBERING OPERATION. NO UTUTYMULCH OR PROCESSED
\
TREE TRIMMINGS ELL BE ALLOWED.
� 3.
AN APPROVED PRE-EMERGENT HERBICIDE SHALL BE APPLIED
Cl
IN ALL PLANTING BEDS AT A RATE SPECIFIED BY
MANUFACTURER FOR EACH PLANT VARIETY.
4.
FINAL PLACEMENT OF PLANT MATERIALS. ECT SHALL BE
APPROVED BY LANDSCAPE ARCHITECT BEFORE PLANTING
OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL
cn
BE MARKED WITH A WOOD STAKE INDICATING VARIETY AND
CIC5
SIZE OF TREE ALL GROUND COVER AND PLANTING BED
LINES SHALL BE MARKED WUTH HIGHLY VISIBLE PAINT LINES
YNTH OCCASIONAL WOOD STAKES FOR REFERENCE. ALL STAKES
SHALL BE REMOVED FOLLOWING PLANTING OPERATIONS.
LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT
LOCA11DNS ON THE SITE.
5.
NO SUBSTITUTIONS UF PLANT MATERIALS SHALL BE ALLOWED.
IF PLANTS ARE NOT AVAILABLE, THE CONTRACTOR SHALL
NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO THE B0 IN
WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED NTH
PROJECT I.D. AT NURSERY OR CONTRACTOR'S OPERATIONS
LLJ 5:
PRIOR TO MOVING TO THE JOB 8|7E. PLANTS MAY BE
cr-
INSPECTED, APPROVED OR REJECTED ON THE JOB SITE
BY LANDSCAPE ARCHITECT.
5.
ALL PLANTS SHALL MEET OR EXCEED AMERICAN STANDARDS FOR
V)
NURSERY STOCK, 2004 EDITION, AS SET FORTH BY AMERICAN
BUILDING
ASSOCIATION OF NURSERYMEN.
7.
PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL
BE PLACED AIAERE THEY WILL NOT CONFLICT WITH CONSTRUCTION
OPERATIONS AND AS DIRECTED BY LANDSCAPE ARCHITECT.
O.
ALL LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD
OF ONE YEAR FOLLOWING FINAL |NSPEC11ON BY LANDSCAPE
ARCHITECT. AT THE END OF THIS PER/OD, PLANT MATERIAL
TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT
SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE
BRICK TO MATCH
CONTRACTOR.
9.
LAWNS SHALL BE SEEDED OR S0DOB} FOLLOWING SCARIFYING,
FINAL GRADING, FERTILIZING, AND RAKING. LAWNS SHALL BE
RERDU�EU VNTH l2_12-1� ANALY�|� FER�L|�ER AT A RATE DF
10 LBS.A000 S.F. AND LIME APPUED AS DICTATED BY SOILS
TEST DONE BY CONTRACTOR PRIOR TO SEEDING. LAWNS TO BE
SEEDED WITH MECHANICAL SPREADER AT RATE OF 5 LB3./1000
S.F. APPLY SEED 1/2 ONE DIRECTION AND 1/2 PERPENDICULAR
13RICK TO MATCH
TO THE FIRST. LIGHTLY RAKE, ROLL NTH 200 LBS. ROLLER.
AND APPLY HYDRUMULCH /ND STRAW MULCH) AFTER SEEDING.
10.
THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL
PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS/HER PORTION
OF .0RK.
11.
PEAT MOSS TO BE USED ON PROJECT SHALL BE DOMESTIC OR
IMPORTED MATERIAL, CHOCOLATE BROWN IN COLOR AND COMPOSED
OF PARTIALLY DECOMPOSED VEGETABLE MATERIAL. PEAT MOSS
TO BE MILDLY ACIDIC IN CHARACTER AND SHALL BE APPROVED
BY LANDSCAPE ARCHITECT.
12.
LANDSCAPE CONTRACTOR SHALL N011FYLANDSCAPE ARCHITECT
IN WRITING PRIOR T0 BID DATE OF ANY PLANTS HE/SHE FEELS
MAY NOT SURVIVE IN LOCATIONS NOTED ON PLANS.
13.
WERE NOTED ALL DISTURBED LAWN AREAS SHALL BE SEEDED OR
SODDED AS NOTED. PERMANENT SEEDED LAWNS AND SODDED LAWNS
SHALL BE SEED MIX AS APPROVED BY LANDSCAPE ARCHITECT. SEED
MIX SHALL CONSIST OF 34 POUNDS WABASH OR BARON KENTUCKY
BLUEGRA5S, 20 POUNDS OF KENTUCKY BLUEGRASS, 10 POUNDS
PENNLAWN FESCUE, AND 28 POUNDS CERTIFIED FINE BLADED
PERENNIAL RYEQRASS,
14.
ALL LAWNS SHALL, BE GUARANTEED TO HAVE FULL UNIFORM STAND
OF ACCEPTABLE GRASS AT THE END OF ONE YEAR GUARANTEE
PERIOD NTH NO BARE SPOTS COMPRISING MORE THAN 2% OF
ANY LAWN AREA. ANY AREA S0 NOTED T0 BE SEEDED OR SODDED
UNTIL AN ACCEPTABLE STAND OF GRASS IS ESTABLISHED.
15.
ALL LANDSCAPE PLANTINGS TO BE MAINTAINED BY CONTRACTOR /
FOR 60 DAYS FOLLOWING FINAL INSPECTION BY LANDSCAPE `
ARCHITECT. ALL SEEDED LAWNS SHALL BE MAINTAINED FOR 50 /
DAYS AND SODDED LAWNS FOR 30 DAYS FOLLOWING FINAL \
INSPECTION BY LANDSCAPE ARCHITECT AFTER WRITTEN REQUEST /
FROM THE LANDSCAPE CONTRACTOR, MAINTENANCE TO INCLUDE \
WATERING, WEEDING, CULDVATING, MULCH|NG, MDWING, AND ALL /
OTHER NECESSARYOPERA11ONS REQUIRED FOR PROPER \
ESTABLISHMENT OF LAWNS AND PLANTINGS. /
16.
CONTRACTOR TO SUBMIT UNIT PRICES FOR EVERY TYPE OF WORK AS
REQUIRED BY LANDSCAPE ARCHITECT. \
17.
/
ALL TOPSOIL FOR LAWN AND PLANTING AREAS VNLLBE PLACED BY \
OTHERS PRIOR TO THE START OF LANDSCAPE WORK. TOPSOIL /
PLACEMENT IS NOT PART OFTHIS CONTRACT. \
lB.
BACK FILL FOR TREE PLANTING SHALL BE 75% APPROVED TOPSOIL (
.
AND 25% APPROVED PEAT MOSS. TOP LAYER OF FILL SHALL
/
BE 100% EXISTING TOPSOIL A 5-10-5 ANALYSIS SLOW RELEASE \
FERTILIZER SHALL BE INCORPORATED INTO BACK FILL AT APPROVED
/
RATES. \
19.
FOR ALL PERENNIAL BEDS, SPREAD 2" OF ORGANIC MATTER OVER THE (
PLANTING BED AND WORK INTO THE TOP 4^ OF PLANTING MIX OR /
TDp30L \
ASSUMED NORTH
SCALE: 1 "-- 20 /
HOLEY MOLEY SAYS
"DON'T
DIG
BLIND In
"IT'S THE LAW"
CALI 2 WORKING DAYS BEFORE YOU DIG
1-800-382-55 u;x;.
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
VNTHOUTNOTIFMNG THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK. |
%6 SOD
CANOPY TREE
.4
ORNAMENTAL TREE
/ ^ \
SHRUBS �zv
Lki X%N6,
CONSTRUCTION LIMITS
NOTE: SEE ARCHITECTURAL PLANS BY
OTHERS FOR BUILDING DIMENSIONS AND
EXACT LOCATIONS /lF UTILITY SERVICE LINES.
DOCKET NO, 07110023 TAC
jo THICK. oOU13LE-sMED VEnoEou^TAuALEw
INDIMDUAL ANODIZED MARBLE LOGO mTH EmonAvO GOLD FILLED r
cu����l���/'=° ~ TO u^�v BANK oumow COLOR, PROMDE POST/PIN MOUNTED
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� - — MEASURE -
EIFS - CouOR & TEXTURE TO
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No.
10000075
STATE OF
—4
sc
tz 70NAL
DATE 11 /20/07
THIS DRAWNG AND THE IDEAS. DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTEUICTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USM OR
REFRODUCED. IN MOLE OR IN PART, WTHGUT
THE WRITTEN CONSENT OF THE SCHNEIDER
COPYRIGHTED 13Y THE SCHNEIDER CQRP.(200�j)
12821 E. New Market Street
Suite 301
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Tronsportation Engineering
11/20/07
1238-071
cd
CHECKED BY:
BET
PRK
SHEET TITLE:
SITE PLAN
DRAVANG FILES:
Q)
co
cz
CIC5
11/20/07
1238-071
DRAM BY:
CHECKED BY:
BET
PRK
SHEET TITLE:
SITE PLAN
DRAVANG FILES: