HomeMy WebLinkAbout0210.99.1r_
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-1 PLANS
CONSTRUCTION PLANS
PREPARED FOR;
MARK ADAMS BUILDING CORP.
8058 BOWLINE DR.
INDIANAPOLIS, INDIANA 46236
TELEPHONE: (317) 823-0298
FAX: (317) 826 -0120
CONTACT PERSON: MARK ADAMS
PLANS PREPARED BY.-
WEIHE ENGINEERS, INC.
10505 N. COLLEGE AVE.
INDIANAPOLIS, IN 46280
TELCPtIONE: (317) 846 -6611
FAX: (317) 843 -0546
CONTACT PERSON: GREG RASMUSSEN
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CITY OF
CARMEL
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OPERATING AUTHORITIES:
CARMEL UTILITIES JONES INTERCABLE INC.
130 1ST AVENUE 516 E. CARMEL DRIVE P.O. BOX 368
CARMEL, INDIANA 46032 CARMEL, INDIANA 46032
317/571 -2648 317/844 -8877
INDIANA GAS COMPANY AMERITECH
a P.O. BOX 1700 5858 NORTH COLLEGE AVENUE
NOBLESVILLE, INDIANA 46060 INDIANAPOLIS, INDIANA 46220
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800/666 -3090 317/265 -2727
PSI ENERGY CITY OF CARMEL
1441 S. GUILFORD AVENUE 1 CIVIC SQUARE f
CARMEL, INDIANA 46032 CARMEL, INDIANA 46032
317/581 -3046 317/571 -2444
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10 9
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CHASE COURT
CARMEL,
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SITE
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AREA MAP
I ivvcy lrivl%oy
"DON'T DIG BLIND"
Cpa maW AY T►MOUGN nWAr -7 Art TO 6 PN
1 -800 1 -800
382 -5544 428 -5200
WITHIN INDIANA OUTSIDE INDIANA
PER INDIANA STATE LAW IS -69 -1991, IT IS
AGAINST THE LAW TO EXCAVATE WITHOUT
NOTIFYING THE UNDERGROUND LOCATION SERVICE
TWO (2) WORKING DAYS BEFORE COMMENCING WORK.
INDIANA STATE DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS LATEST EDITION TO BE
USED WITH THESE PLANS.
BENCHMARK INFORMATION
THE TOP OF THE CASTING OF A SANITARY SEWER ON
THE NORTHEAST SIDE OF CARMEL DRIVE, APPROX. 315
FEET SOUTHEAST OF THE CENTERLINE OF CLARK ST.
ELEVATION - 840.02
a 1 7
6
INDIANA
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DESCRIPTION
7
6
5
4
EXISTING CONDITIONS /DEMOLITION PLAN
C3
8
LAYOUT PLAN
C4
SITE
DEVELOPMENT PLAN
10
9
EROSION CONTROL PLAN
C6
SITE
LANDSCAPE PLAN
C7
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tT
-1 PLANS
CONSTRUCTION PLANS
PREPARED FOR;
MARK ADAMS BUILDING CORP.
8058 BOWLINE DR.
INDIANAPOLIS, INDIANA 46236
TELEPHONE: (317) 823-0298
FAX: (317) 826 -0120
CONTACT PERSON: MARK ADAMS
PLANS PREPARED BY.-
WEIHE ENGINEERS, INC.
10505 N. COLLEGE AVE.
INDIANAPOLIS, IN 46280
TELCPtIONE: (317) 846 -6611
FAX: (317) 843 -0546
CONTACT PERSON: GREG RASMUSSEN
u
a
CITY OF
CARMEL
r
OPERATING AUTHORITIES:
CARMEL UTILITIES JONES INTERCABLE INC.
130 1ST AVENUE 516 E. CARMEL DRIVE P.O. BOX 368
CARMEL, INDIANA 46032 CARMEL, INDIANA 46032
317/571 -2648 317/844 -8877
INDIANA GAS COMPANY AMERITECH
a P.O. BOX 1700 5858 NORTH COLLEGE AVENUE
NOBLESVILLE, INDIANA 46060 INDIANAPOLIS, INDIANA 46220
r'
800/666 -3090 317/265 -2727
PSI ENERGY CITY OF CARMEL
1441 S. GUILFORD AVENUE 1 CIVIC SQUARE f
CARMEL, INDIANA 46032 CARMEL, INDIANA 46032
317/581 -3046 317/571 -2444
I,
K O
10 9
JOSIE /NC.
CHASE COURT
CARMEL,
o�
0
J
�r
z
SITE
0
AREA MAP
I ivvcy lrivl%oy
"DON'T DIG BLIND"
Cpa maW AY T►MOUGN nWAr -7 Art TO 6 PN
1 -800 1 -800
382 -5544 428 -5200
WITHIN INDIANA OUTSIDE INDIANA
PER INDIANA STATE LAW IS -69 -1991, IT IS
AGAINST THE LAW TO EXCAVATE WITHOUT
NOTIFYING THE UNDERGROUND LOCATION SERVICE
TWO (2) WORKING DAYS BEFORE COMMENCING WORK.
INDIANA STATE DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS LATEST EDITION TO BE
USED WITH THESE PLANS.
BENCHMARK INFORMATION
THE TOP OF THE CASTING OF A SANITARY SEWER ON
THE NORTHEAST SIDE OF CARMEL DRIVE, APPROX. 315
FEET SOUTHEAST OF THE CENTERLINE OF CLARK ST.
ELEVATION - 840.02
a 1 7
6
INDIANA
I I.
ice: .� �' �II���� ��■ ��
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SITE LOCATION MAP
GENERAL NOTES:
1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR
VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM
THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO
STARTING CONSTRUCTION.
2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE
THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY
OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION
3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY
AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES.
4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE
SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED
BY THE BIDDING CONTRACTORS.
5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)
STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926,
SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5)
FEET IN DEPTH.
6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN
DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A
REGISTERED PROFESSIONAL ENGINEER.
7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND
CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS
PROJECT.
8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORr�;
TO APPLICABLE LOCAL STANDARDS.
9) THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE
CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT
AS SET FORTH IN THESE PLANS.
10) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED
AND CONNECTED TO NEW STORM SEWERS AND POSITIVE DRAINAGE PRESERVED.
1 1) THE SITE DOSE NOT CONTAIN ANY WETLANDS AS ESTABLISHED
BY THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE
SERVICE CARMEL, INDIANA, NATIONAL WETLANDS INVENTORY
12) BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFEREI.CE
ONLY. SEE RECORD SURVEYS & PLAT FOR EXACT INFORMATION.
13) THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS
ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY -
NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE
FLOOD INSURANCE RATE MAP #180081 0008 C. DATED MAY 19, 198-1
5 1 4
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INDEX
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NO.
DESCRIPTION
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SHEET
C2
EXISTING CONDITIONS /DEMOLITION PLAN
C3
SITE
LAYOUT PLAN
C4
SITE
DEVELOPMENT PLAN
C5
SITE
EROSION CONTROL PLAN
C6
SITE
LANDSCAPE PLAN
C7
SITE
CONSTRUCTION DETAILS
C8
SITE
CONSTRUCTION SPECIFICATIONS
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GENERAL NOTES:
1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR
VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM
THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO
STARTING CONSTRUCTION.
2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE
THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY
OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION
3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY
AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES.
4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE
SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED
BY THE BIDDING CONTRACTORS.
5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)
STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926,
SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5)
FEET IN DEPTH.
6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN
DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A
REGISTERED PROFESSIONAL ENGINEER.
7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND
CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS
PROJECT.
8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORr�;
TO APPLICABLE LOCAL STANDARDS.
9) THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE
CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT
AS SET FORTH IN THESE PLANS.
10) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED
AND CONNECTED TO NEW STORM SEWERS AND POSITIVE DRAINAGE PRESERVED.
1 1) THE SITE DOSE NOT CONTAIN ANY WETLANDS AS ESTABLISHED
BY THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE
SERVICE CARMEL, INDIANA, NATIONAL WETLANDS INVENTORY
12) BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFEREI.CE
ONLY. SEE RECORD SURVEYS & PLAT FOR EXACT INFORMATION.
13) THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS
ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY -
NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE
FLOOD INSURANCE RATE MAP #180081 0008 C. DATED MAY 19, 198-1
5 1 4
i
3 I 2 I 1
r 0 1
I 3:ti
INDEX
SHEET
NO.
DESCRIPTION
C 1
_Ti FLE
SHEET
C2
EXISTING CONDITIONS /DEMOLITION PLAN
C3
SITE
LAYOUT PLAN
C4
SITE
DEVELOPMENT PLAN
C5
SITE
EROSION CONTROL PLAN
C6
SITE
LANDSCAPE PLAN
C7
SITE
CONSTRUCTION DETAILS
C8
SITE
CONSTRUCTION SPECIFICATIONS
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NO. I
REVISIONS
DESCRIPTION
DATE
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