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REVISIONS
10/97 Q.A. REVISIONS
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SRE WORK GENERAL NOTES AND SPECIFlCATIONS
1. LOCATIONS & ELEVATIONS OF "FLOODWAY LIMITS" AND "100 YEAR FLOOD LIMITS" ARE SHOWN'
FOR REFERENCE ONLY. DEVELOPER/BUILDER/INDNIDUAL LOT OWNER TO REFER TO NATIONAL
F�OOD HAZARD INSURANCE MAP (F.E.M.A.) TO DETERMINE FLOOD HAZARD POTENTIAL PRIOR TO
INDIVIDUAL LOT/PROJECT CONSTRUCTION.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING, THAT ALL PERMITS �
AND APPROVALS ARE 08TAINED FROM THE RESPECTNE CITY, COUNTY AND STATE AGENCIES
PRIOR TO STARTING CONSTRUCTION.
3. IT SNALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING
CONSTRUCTION.
4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR NOTIFICATION AND COORDINATION OF ALL
CONSTRUCTION WITH RESPECTNE UTILITY COMPANIES.
5.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY
CONTROL THROUGHOUT THE PROJECT; FAILURE TO DO SO MAY RESULT IN REMOVAL AND
REPLACEMENT OF THE DEFECTIVE WORK. IT IS RECOMMENDED THAT THE DEVELOPER HAVE A
QUALIfIED INSPECTOR ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION.
6. IT IS ESSENTIAL THAT THE WORK TO BE DONE IN CONJUNCTION WITH THIS PROJECT SHALL BE
INSTALLED ACCORDING TO THESE SPECIFICATIONS. THE ENGINEER WILL BE REQUIRED TO
CERTIFY TO CERTAIN PORTIONS OF THIS PROJECT UPON COMPLETION. THEREFORE, IT IS
NECESSARY TO 08TAIN APPROVAL AND ACCEPTANCE BY THE CITY THAT CONSTRUCTION WAS
DONE IN COMPLIANCE WITH THESE PLANS AND SPECIFICATIONS.
7. ALL QUANTITIES GNEN ON THE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE
ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTOR.
8. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS.
fINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO AlL EXCAVATIONS EXCEEDING FNE
(5) FEET IN DEPTH.
9.IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (1�i FEET IN DEPTH REQUIRE THE DESIGN OF
A TRENCH SAFETY SYSTEM BY A REGISTERED PR� ' ESSIONAL ENGINEER.
10.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITN THE A80VE STATED
REQUIREMENTS.
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\SITE PLAN NOTES�
1. LA L RADII AND STREET DIMENSIONS SHALL BE MEASURED TO BACK OF CURB OR FACE OF
INTEGRAL CURB AND WALK. ALL DIMENSIONS TO THE BUILDING ARE TO THE OUTSIDE OF
BUILDING FOUNDATION WALL. WHERE CURBING OR ADDITIONAL PAVEMENT IS TO BE ADDED,
THE EXISTING PAVEMENT SHALL BE SAW CUT, PRIOR TO THE ADDITION OF CURB OR ASPHALT.
� �` 2. ALL PAVEMENT AND/OR CURB RADII TO BE FIVE (5) FOOT UNLESS OTHERWISE NOTED.
3.BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD
SURVEYS AND PLATS FOR EXACT INFORMATION.
4. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING DIMENSIONS.
5. A�L PARKING AREAS TO BE CURBED WITFI CHAIRBACK CURB OR INTEGRAL CURB AND WALK AS
SHOWN.
6.ALL PARK�NG STALLS SHALL BE 9' X 20' OR 9' X 18' WHERE ADJACENT TO SIDEWALK OR
GRASS AREA. WHERE INTEGRAL CURB AND WALK IS ADJACENT TO A PARKING STALL, TWO (2)
fEET OF SIDEWALK SHAIL BE UTILIZED AS PARKING AREA OVERHANG. PARKING STALLS ARE
DIMENSIONEO TO THE FACE OF CURBS.
7.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL
STANDARDS.
8. SEE UTILITY PLAN FOR SANITARY AND STORM STRUCTURE LOCATIONS.
9.SEE SHEET C701 FOR DETAILS REfERENCED.
PARKING SPACES
PARKING SPACES 641
ACCESSIBLE SPACES 18
TOTAL 659
PAULI■ CRIPE� INC■� L ND SURIVEYNIGG QUALITY ASSURANCE:
7172 GRAHAM ROAD • ARCHITECTURE �v��� �
INDIANAPOLIS, INDIANA 46250 � LAND PLANNING DATE : (,�� ��� q
(3171 842-6777 � l
Pv=_r ____ . _.... .. ... ...
C701
DATE: DRAWING TITLE:
04-°7-97 SI TE P �AN
SCALE:
1 ' = 30'
PV-1
7
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DATE: 04-10-1997 TIME: 09: 41 FILE: 0: \i
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PV-1
C701
PV-2
C701
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10'R'
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C701
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PV-2
PV-1 C701
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C701
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UGHT POLE �
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C701
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201 USER:
PROP03ED CONSTRUCTION
BUILDING SETBACK LINE
EASEMENT LINE
RIGNT-Of-WAY — — —
CENTERLINE ------� - ---
FENCE �
GUARD RAIL ____._.---._._____ _....____....
DESCRIPTION DETAIL SYMBOL
CHAIRBACK CURB AND GUTTER - PV-1 �
REVERSE SLOPE ''HAIRBACK CURB - PV-2 �
ACCESSIBLE PARKING SPACE - PV-12 ��
ACCESSIBLE SIDEWALK RAMP - PV-39 '�°� �,� �
PV-36 -PAVEMENT SECTION FOR PRIVATE
PARKING LOTS AND DRIVES.
DETAIL REFERENCE WITH - T-3
NoF�R�R C�ET 0� SHEET C701
MERIDIAN PENN PLAZA
DWG. TYPE FILE NUMBER SHEET:
JOB NUMBER C � O �
970343-20000