HomeMy WebLinkAbout12090005 Building PlansCO
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OWNER:
11140
CIVIL:STRUCTURAL:
July 6, 2012
ARCHITECT:MECHANICAL, PLUMBING, & ELECTRICA
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THE CENTRE
FOR
CONSTRUCTION PLANS
PROJECT MAP
ENLARGED SITE PLAN
ENLARGED SITE PLAN
DEMOLITION PLAN
COVER SHEET
DESCRIPTION
C201
C202
C101
C100
No.
SHEET INDEX
LOCATION MAP
RETAIL CENTER REDEVELOPMENT
N.W. CORNER OF 116th STREET AND RANGE LINE ROAD
C100
AS SHOWN
COVER SHEET
Base Flood Elevation:
FIRM Panel No.:
Flood Hazard Zone:
Floodplain Information
Adjacent Zoning:
Site Zoning:
Zoning Information
Narrative: Redevelopment of existing retail shopping center
W - R-1
E - B-3 & B-8
X
n/a
18057C0209F, Feb. 19, 2003
S - B-3
N - B-1
B-3
ClayHamilton
3ETownship: 36Section:
County:
18N
Township:
Range:
PROJECT DATA
City/Town:
Address:
CARMEL, IN 46032
116 th STREET AND RANGE LINE ROAD
OVERALL SITE PLANC200
FLOOD ZONE STATEMENT
THIS SITE LIES ENTIRELY WITHIN FLOOD HAZARD ZONE X PER FIRM MAP FOR
THE CITY OF CARMEL, INDIANA COMMUNITY PANEL No. 18057C0209F, DATED
FEB. 19, 2003
CARMEL, IN 46032
LEGAL DESCRIPTION
LOCATION MAP
NOTES:
1. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL STORM WATER
MANAGEMENT AND STORM WATER QUALITY
ORDINANCES.
2. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE
EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT
OF THE PROPOSED RIGHT-OF-WAY.
3. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
TECH LITE CORPORATION
7718 LOMA COURT
FISHERS, IN. 46038
Ph. 317.578.2626, Fax. 317.578.2727
www.techlitecorp.com
LIGHTING DESIGNERDEVELOPERLANDSCAPE ARCHITECT
CONTEXT
ALTA SURVEY (BY OTHERS)
ENLARGED GRADING PLANC203
ENLARGED GRADING PLANC204
ENLARGED UTILITY PLANC205
ENLARGED UTILITY PLANC206
CIVIL ENGINEER
8365 Keystone Crossing, Suite 201
Indianapolis, IN. 46240 (317) 202-0864
ARCHITECT
SOILS MAP SWPPP INITIAL MEASURESC207
Job No.
Date:July 6, 2012
Scale:
Sheet:
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Title:
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12016L
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BENCHMARK INFORMATION
ORIGINATING BENCHMARK - HAM G-55: A BRONZE PLATE ON A CONCRETE POST PROJECTING 1.3 FEET
OUT OF THE GROUND ALONG US-31, 2.6 MILES NORTH OF I-465, 0.7 MILES SOUTH OF 131st STREET, 83
FEET WEST OF THE CENTERLINE SBL OF US-31 AND 19 FEET EAST OF THE R/W FENCE AT STATION
409+00. GREENFIELD DISTRICT
ELEVATION: 866.76' (VERTICAL DATUM: NAVD88)
TEMPORARY BENCHMARK - CUT "+" SET ON NORTH NORTHEAST BONNET BOLT OF FIRE HYDRANT
APPROXIMATELY 120' SOUTH OF THE NORTHEAST CORNER OF THE SURVEYED TRACT.
ELEVATION 838.76' (VERTICAL DATUM: NAVD88)
SWPPP FINAL MEASURESC208
SWPPP DETAILS & INFORMATIONC209
ENTRANCE DETAIL &C300
SITE DETAILSC301
SITE DETAILSC302
WATER LINE DETAILS
WATER LINE DETAILS
SANITARY SEWER PLAN
STORM SEWER PLAN
DESCRIPTION
C600
C601
C500
C400
No.
SANITARY SEWER DETAILSC501
STORM SEWER DETAILSC403
AND PROFILES
AND PROFILE
ENLARGED PLANTING PLANL101
ENLARGED PLANTING PLANL102
ENLARGED PLANTING PLANL103
PLANTING DETAILSL104
COMPOSITE PERIMETER DESCRIPTION WAS PREPARED AT THE REQUEST OF THE CLIENT:
Part of the Southeast Quarter of Section 36, Township 18 North, Range 3 East, 2ND Principal Meridian, Clay
Township, Hamilton County, Indiana, described as follows:
Commencing at the Southeast corner of the Southeast Quarter of Section 36, Township 18 North, Range 3 East
in Hamilton County, Indiana; thence North 89 degrees 20 minutes 15 seconds West (assumed bearing) on the
South line of said Southeast Quarter 198.00 feet; thence North 00 degrees 00 minutes 00 seconds parallel with
the East line of said Southeast Quarter 35.00 feet to the South line of the Real Estate described in Instrument
No. 2011032830 in the Hamilton County Recorder's Office and the POINT OF BEGINNING; thence North 00
degrees 00 minutes 00 seconds East 10.00 feet parallel with the East line of said Southeast Quarter to the
Southwest corner of the real estate described in Instrument No. 2012030635 in said Recorder's Office; the
following three (3) courses are on the perimeter of the real estate described in said Instrument No. 2012030635;
1.) thence South 89 degrees 20 minutes 15 seconds East 128.53 feet; 2.) thence North 45 degrees 18 minutes
54 seconds East 34.41 feet; 3.) thence North 00 degrees 00 minutes 00 seconds East 180.38 feet to a South
line of the real estate described in said Instrument No. 2011032830; the following fifteen courses (15) are on the
perimeter of the real estate described in said Instrument No. 2011032830; 1.) thence North 00 degrees 00
minutes 00 seconds East 201.05 feet; 2.) thence North 89 degrees 20 minutes 15 seconds West 4.00 feet; 3.)
thence North 00 degrees 00 minutes 00 seconds East 8.53 feet; 4.) thence North 90 degrees 00 minutes 00
seconds East 9.00 feet; 5.) thence North 00 degrees 00 minutes 00 seconds East 602.82 feet; 6.) thence North
90 degrees 00 minutes 00 seconds West 5.00 feet; 7.) thence North 00 degrees 00 minutes 00 seconds East
10.00 feet; 8.) thence North 90 degrees 00 minutes 00 seconds East 5.00 feet; 9.) thence North 00 degrees 00
minutes 00 seconds East 25.58 feet; 10.) thence North 89 degrees 20 minutes 15 seconds West parallel with
the South line of said Southeast Quarter 328.33 feet; 11.) thence South 00 degrees 49 minutes 00 seconds
West 1020.83 feet to the point of curvature of a tangent curve whose radius point bears North 89 degrees 11
minutes 00 seconds West 2904.79 feet from the point of curvature; 12.) thence Southerly on said curve to the
right an arc distance of 44.00 feet, said curve subtended by a chord that bears South 01 degree 15 minutes 02
seconds West 44.00 feet; 13.) thence South 89 degrees 20 minutes 15 seconds East 84.20 feet; 14.) thence
North 00 degrees 39 minutes 45 seconds East 2.00 feet; 15.) thence North 89 degrees 20 minutes 15 seconds
East 101.60 feet to the POINT OF BEGINNING; containing 8.107 acres, more or less.
STORM SEWER PLANC401
AND PROFILES
TRAFFIC MAINTENANCE
STORM SEWER PLANC402
AND PROFILES
SITE
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Phone (919) 858-7420
Consulting Group, PA
Raleigh, NC Columbia, MD
Indianapolis, IN Atlanta, GA
Fort Collins, CO
www.acg-pa.com
Apogee Project #2012 092
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Consulting Group, PA
Raleigh, NC Columbia, MD
Indianapolis, IN Atlanta, GA
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www.acg-pa.com
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Indianapolis, IN Atlanta, GA
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www.acg-pa.com
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31B 1A3SECTION A-A00+, 1 or 23 or 400126 0 to 3/16 TRatingHr11Max Pipeor ConduitDiam In.AnnularSpaceIn.4 1. Wall Assembly -- The 1, 2, 3 or 4 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in theindividual U300 or U400 Series Wall or Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs -- Wall framing may consist of either wood studs (max 2 h fire rated assemblies) or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC with nom 2 by 4 in. lumber end plates and cross braces. Steel studs to be min 3-5/8 in. wide by 1 3/8 in. deep channels spaced max 24 in. OC. B. Gypsum Board* -- Nom 1/2 or 5/8 in. thick, 4 ft. wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in theUL Fire Resistance Directory. Max diam of opening is 26 in.2. Through-Penetrant -- One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop system. The annular space betweenpipe, conduit or tubing and periphery of opening shall be min of 0 in. (point contact) to max 2 in. Pipe, conduit or tubing to be rigidly supported on both sides of wallassembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe -- -- Nom 24 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe -- Nom 24 in. diam (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in diam (or smaller) or Class 50 (or heavier) ductile iron pressure pipe. C. Conduit -- Nom 6 in. diam (or smaller) steel conduit or nom 4 in diam (or smaller) steel electrical metallic tubing D. Copper Tubing -- Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing E. Copper Pipe -- Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. F. Through Penetrating Product* -- Flexible Metal Piping The following types of steel flexible metal gas piping may be used:1. Nom 2 in. diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly.OMEGA FLEX INC2. Nom 1 in. diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly.TITEFLEX CORPA BUNDY CO3. Nom 1 in. diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly.WARD MFG INC3. Fill, Void or Cavity Material* -- Caulk -- Min 5/8. 1-1/4,1-7/8 and 2-1/2 in. thickness of caulk for 1, 2, 3 and 4 hr rated assemblies, respectively, applied withinannulus, flush with both surfaces of wall. Min 1/4 in. diam bead of caulk applied to gypsum board/penetrant interface at point contact location on both sides of wall.The hourly F Rating of the firestop system is dependent upon the hourly fire rating of the wall assembly in which it is installed, as shown in the following table. Thehourly T Rating of the firestop system is dependent upon the type or size of the pipe or conduit and the hourly fire rating of the wall assembly in which it is installed,as tabulated below:3M COMPANY -- CP 25WB+.*Bearing the UL Classification Mark A A2F Rating - 1,2,3 AND 4 HrT Rating - 0,1,2,3 AND 4 Hr1 or 2 3 or 4 1 or 23 or 4 FRatingHr1 or 2 1/4 to 1/20 to 1-1/21/4 to 1/23/16 to 3/8
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Phone (919) 858-7420
Consulting Group, PA
Raleigh, NC Columbia, MD
Indianapolis, IN Atlanta, GA
Fort Collins, CO
www.acg-pa.com
Apogee Project #2012 092
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CONDUIT PENETRATION THROUGHGYPSUM ASSEMBLY (UL #W-L-1001)
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