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SITE LAYOUT PLAN
SCALE: 1" = 3 0 '
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LAYOUT GENERAL -NOTES
1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON—
TRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY
OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED
UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CON—
TRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED
PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UN—
LESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFI—
CATIONS.
2. THE UTILITIES INDICATED ON THESE PLANS AND ON THE
SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE
EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE.
THE LOCATION AND SIZE OF THESE UTILITIES MAY BE
APPROXIMATE. THIS INFORMATION WAS GATHERED OR
SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY
NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE
FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION
INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS.
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL
THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS
BEFORE CONSTRUCTION IS TO START TO VERIFY ANY
UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFI—
CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE
BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS.
WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES,
THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO
A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT
DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING
THE EXCAVATION.
4. ALL CONSTRUCTION METHODS AND MATERIALS MUST
CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS
OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL
REQUIREMENTS, WHICHEVER HAS JURISDICTION.
5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON—
STRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE
ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES
ARE FOUND IN THESE ENGINEERING PLANS OR LANDSCAPE
PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR
SHALL CONTACT THE A/E IMMEDIATELY. IF ANY DISCREP—
ANCIES ARE FOUND ON THE SURVEY PLAN FROM ACTUAL FIELD
CONDITIONS THE CONTRACTOR SHALL CONTACT THE A/E
IMMEDIATELY FOR INSTRUCTIONS.
6. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS
ARE DAMAGED DURING CONSTRUCTION FROM HEAVY EQUIP—
MENT, FUEL OIL, OIL, GASOLINE ETC., BY THE GENERAL
CONTRACTOR, SUBCONTRACTOR, OR SUPPLIERS, SHALL BE
RECONSTRUCTED TO IT'S ORIGINAL CONDITION OR AS REQ'D
OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL
AGENCIES. THIS RECONSTRUCTION AND OR REPAIR SHALL
TAKE PLACE AT THE END OF THE PROJECT CONSTRUCTION
OR DURING THE SCHEDULED PAVING.
7. ALL 4" CONCRETE PAVEMENTS OR SIDEWALKS ARE NOT TO
EXCEED A MAXIMUM OF 3/4" SLOPE PER FOOT. CONTROL
JOINTS SHALL NOT EXCEED 10'-0" MAXIMUM ON CENTER.
EXPANSION JOINTS SHALL NOT EXCEED 40'-0" MAXIMUM
ON CENTER UNLESS OTHERWISE NOTED OR INDICATED ON
PLANS.
8. ALL CONCRETE CURBS SHALL BE TOOLED FOR CONTROL
JOINTS AND NOT TO EXCEED 10'-0" MAXIMUM. EXPAN—
SION JOINTS SHALL NOT EXCEED 40'-0" MAXIMUM. CON—
TROL JOINTS MAY BE SAW CUT WITHIN 24 HOURS AFTER
THE CURBS ARE PLACED.
9. ALL DIMENSIONS OF PAVEMENTS ARE TO THE EDGE OF
PAVEMENT OR FACE OF CURB UNLESS OTHERWISE NOTED.
10. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO
THE BASE LINES, PROPERTY LINES AND OR BUILDING LINES
UNLESS OTHERWISE NOTED.
11. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS.
12. PROVIDE A SMOOTH TRANSITION FROM NEWLY PAVED AREAS
TO EXISTING AREAS AS NECESSARY.
13. ALL AREAS WHERE THE PROPOSED ASPHALT PAVEMENT
MEETS THE EXISTING PAVEMENT, THE EXISTING PAVEMENT
EDGE SHALL BE FREE OF ALL LOOSE MATERIALS THE
EDGE OF THE EXISTING ASPHALT SHALL BE SEALED WITH
A TACK COAT MATERIAL BEFORE THE NEW ASPHALT IS
INSTALLED.
14. ALL HANDICAP RAMPS NOT JUST THOSE THAT ARE PERPENDICULAR
TO THE CURB SHALL NOT EXCEED A SLOPE OF 1" IN 12"
LONGITUDINALLY. HANDICAP RAMPS AND SIGNS SHALL BE IN
ACCORDANCE WITH THE ADA REQUIREMENTS. SEE SITE
PLAN FOR LOCATION OF RAMPS AND SIGNS AND THE
DETAILS FOR SPECIFICATIONS.
LEGEND:
= PROPERTY LINE
— — — — — — — — — — — = CONSTRUCTION LIMIT LINE
= HEAVY DUTY CONCRETE PAVEMENT
= RIGHT—OF—WAY ASPHALT PAVEMENT
0--- PLAN NOTES:
O WORK UNDER SEPARATE CONTRACT.
t� FUTURE CONSTRUCTION SHOWN APPROXIMATELY.
Ot RIGHT-OF-WAY ASPHALT PAVEMENT PER DETAIL 01/C600.
Q CUT PAVEMENT REPAIR PER DETAIL 02/C600.
O3 8" THICK REINFORCED CONCRETE PAVEMENT PER
DETAIL 05/C600.
0 EXPANSION JOINT PER APPLICABLE DETAILS.
O5 BOLLARD PER DETAIL 03/C600.
0 CONCRETE CURB PER DETAIL 07/C600.
0 4" WIDTH PAVEMENT MARKING. 4" PAINTED WHITE.
Q PAINTED TURN ARROW PER DETAIL 06/C600.
Q CONCRETE STOOP PER DETAIL 08/C600.
10 4" THICK CONCRETE PAVEMENT PER DETAIL 09/C600.
1 4.5' WIDTH SOD LAWN ON 6- MINIMUM TOPSOIL.
CITY OF CARMEL DEPARTMENT OF ENGINEERING NOTES:
1. ALL WORK IN THE PUBLIC RIGHT—OF—WAY SHALL CONFORM TO CURRENT CITY OF CARMEL STANDARDS.
ALL STREETS AND WATER MAINS ARE TO BE CONSTRUCTED TO CARMEL STANDARD SPECIFICATIONS. ALL
STORM SEWERS SHALL BE CONSTRUCTED TO CITY OF CARMEL AND HAMILTON COUNTY STANDARDS. CONTACT
THE APPROPRIATE AGENCIES FOR ADDITIONAL INFORMATION AND/OR DETAILS.
2. ALL PAVING WITHIN 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—CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS,
STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK, AND TO
REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN ANY EXISTING OR PROPOSED
CITY RIGHT—OF—WAY.
3. ALL PAVING IS TO BE COMPLETED WITHIN THE SAME PAVING SEASON.
Owner:
CARMEL CITY CENTER
COMMUNITY DEVELOPMENT
CORPORATION
30 West Main Street, Suite 220
Carmel, Indiana 46032
317.571-2787
Architect:
PEDCOR DESIGN GROUP
Architecture / Project Management:
355 City Center Drive
Carmel, Indiana 46032
317.705.7979 (phone)
317.705.7980 (fax)
Engineer:
CSO Architects
ARCHITECTURE • INTERIOR DESIGN
280 East 96th Street, Suite 100 Indianapolis, Indiana 46240
Main 317.848.7800 - Fax 317.574.0957 - csoinc. net
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COPYRIGHT & OWNERSHIP OF DOCUMENTS
THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE
PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL
INFORMATION
DISTRIBUTIONTO
PUBLICATION
CONTAINED HEREIN IS CONFIDENTIAL ITS SUBMISSION AND
OTHER PARTIES IS NOT TO BE CONSTRUED AS
IN DEROGATION OF COMMON LAW COPYRIGHT,
INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL
INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND
UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN AND
PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN,
THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR
PORTIONS OF THE RESU-TING BUILDING OR BUILDINGS MAY BE
DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED
OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND
PRIOR WRITTf�N CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND
PEDCOR DE N GROUP, LLC c COPYRIGHT 2006.. 2007, 2008, 2009.
JAMES R. $TUTZMAN, AIA, CARMEL, IN.
HOLEY MOLEY SAYS,
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Print Date Sheet Issue Date
9/14/09 9/15/09
Drawn By Checked By
KIRT GSS
Last Revision Date:
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Project Number:
Sheet Title:
SITE
LAYOUT
PLAN
Sheet Number:
C200