HomeMy WebLinkAboutV28-02 St. Peter's United Church of Christ - Title Sheet pg. 1SHEET
NO.
DESCRIPTION
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TITLE SHEET
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EXISTING CONDITIONS DEMOLITION PLAN
2A
SITE LAYOUT PLAN
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SITE DEVELOPMENT PLAN (PHASE ONE) DETAILS
3A
SITE DEVELOPMENT PLAN (PHASE TWO) DETAILS
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SITE LANDSCAPE PLAN
5
SITE EROSION CONTROL PLAN
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10
PLANS PREPARED FOR.•
LANGSTON DEVELOPMENT COMPANY INC.
1132 S. RANGELINE RD. SUITE 100
CARMEL, INDIANA 46032
TEL.: (377) 846-7017
FAX: (317) 846-0217
CONTACT PERSON: JIM LANGSTON
PLANS PREPARED BY:
WEIHE ENGINEERS, INC.
10505 N. COLLEGE AVE.
INDIANAPOLIS, IN 46280
TEL.: (377) 846-6611
FAX: (377) 843-0546
CONTACT PERSON: DAVE BARNES
9
6
CONSTRUCTION PLANS FOR
S T_ PETERS UN /TED
CHURCH OF CHRIS T
PROPOSED PARKING ADDITION
3 E. CARMEL DRIVE
CARMEL, INDIANA
8
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*PROJECT LOCATION
AREA MAP
CaII 1 -800- 382 -5544
2 WORKING DAYS
BEFORE YOU DIG.
"IT
THE LAW"
INDIANA UNDERGROUND PROTECTION SERVICE, INC.
6
GENERAL NOTES:
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*PROJECT LOCATION
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SITE LOCATION MAP
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 FIELD VERIFY THE EXACT LOCATION
OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA BEFORE STARTING
CONSTRUCTION. AFTER FIELD VERIFICATION OF EXISTING UTILITIES, CONTRACTOR SHALL
CONTACT THE ARCHITECT (ENGINEER) ON ANY VARIATIONS IN DRAWINGS AND SITE
CONDITIONS. BEGINNING OF WORK MEANS ACCEPTANCE OF EXISTING CONDITIONS.
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 CONTRACTORS TO MAINTAIN QUALITY CONTROL
THROUGHOUT THIS PROJECT.
8. THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND
METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE
LOCAL STANDARDS.
10. BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE
RECORD SURVEYS AND PLATS FOR EXACT INFORMATION.
11. ANY FIELD TILES ENCOUNTERED. DURING ANY EXCAVATION SHALL BE REPAIRED AND
CONNECTED TO NEW STORM SEWERS WITH POSATIVE DRAINAGE MAINTAINED.
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INDEX
REVISIONS
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SHEET
NO.
1 ,3,3A,4
DESCRIPTION
DELETE 817 DETENTION CONTOUR ELEVATION
DATE
3/28/2002
3
7
APPROVAL PENDING
NOT FOR CONSTRUCTION
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SHEET NO.
PROJECT NO.
1
ALLAN H. WEIHE P.E. 8827
WOO-0829