new cold storage building: complete concrete inc. · new cold storage building: complete concrete...
TRANSCRIPT
GENERAL CONSTRUCTION NOTES
NEW COLD STORAGE BUILDING:COMPLETE CONCRETE INC.
PROPERTY OWNER:OTT HOLDINGS LLC209 S CANAL STREETCANAL FULTON, OHIO 44614(330) 854-2844
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PROJECT NO: 21007
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FEBRUARY 16, 2021
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SCHEESER*BUCKLEY*MAYFIELD, INC. - CONSULTING ENGINEERS
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PHONE: (330) 896-4664 FAX: (330) 896-9180
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1540 CORPORATE WOODS PARKWAY, UNIONTOWN, OHIO 44685-8797
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SHEET TITLE
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COVER SHEET
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SHEET NO.
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1. CONTRACTOR SHALL CONTACT THE UTILITIES PROTECTION SERVICE TWO WORKING DAYS PRIOR TO STARTING THE JOB. THE PHONE NUMBER IS 1-800-326-2764. 2. CONTRACTOR SHALL SCHEDULE HIS OPERATIONS AND CARRY OUT THE WORK IN A MANNER TO CAUSE THE LEAST DISTURBANCE AND/OR INTERFERENCE WITH NORMAL TRAFFIC FLOW. 3. THE EXISTING UNDERGROUND INFORMATION IS BASED ON AVAILABLE INFORMATION. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION AND ELEVATION OF ALL UTILITIES PRIOR TO THE START OF CONSTRUCTION AND FOR ANY DAMAGES WHICH OCCUR BY HIS FAILURE TO LOCATE OR PRESERVE THESE UTILITIES. IF DURING CONSTRUCTION OPERATIONS, A CONTRACTOR ENCOUNTERS UTILITIES IN LOCATION OTHER THAN THOSE SHOWN ON THE PLANS, HE SHALL IMMEDIATELY NOTIFY THE OWNER AND TAKE THE NECESSARY STEPS TO PROTECT THE FACILITY AND ASSURE THE CONTINUANCE OF SERVICE. 4. ALL CONTRACTORS SHALL MAINTAIN POSITIVE DRAINAGE AT ALL TIMES AND SHALL BACKFILL AND GRADE EXCAVATED AREAS SO AS TO ELIMINATE PONDING ON THE SITE, OR ADJACENT PROPERTY. 5. CONTRACTOR IS TO PROTECT ALL EXISTING STRUCTURES. IF DAMAGED DURING CONSTRUCTION, CONTRACTOR IS RESPONSIBLE FOR ALL EXPENSES ASSOCIATED WITH ITS REPLACEMENT. 6. ALL POINTS OF CONNECTION OF PROPOSED IMPROVEMENTS TO EXISTING IMPROVEMENTS SHALL BE UNCOVERED AND ELEVATIONS VERIFIED BY FIELD CHECK BEFORE ANY CONSTRUCTION BEGINS. 7. REFER TO THE LATEST ODOT "CONSTRUCTION AND MATERIALS SPECIFICATIONS," FOR ADDITIONAL INFORMATION. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE LATEST ODOT SPECIFICATIONS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF THE WORK. 9. CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS THAT ARE NOT BEING IMPROVED.
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9122 ONTARIO STREET N.W., MASSILLON, OHIO 44646 PARCEL NUMBER: 1602307
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INDEX OF DRAWINGS
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C-1
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SITE
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C-2
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OVERALL SITE PLAN
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EROSION CONTROL NARRATIVE
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SITE IMPROVEMENT PLAN
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C-3
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P-2
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P-3
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PLUMBING FLOOR PLAN
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PLUMBING DETAILS
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DATE
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SIGNATURE
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NOBLE
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K. M.
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E-56746
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2/16/21
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A-1
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FLOOR PLAN
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A-3
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BUILDING ELEVATIONS
OVERALL SITE PLAN
PROPERTY INFORMATION
ZONING CHART
TAX MAP - JACKSON TOWNSHIP
CODED NOTESOWNER / ZONING INFORMATION
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PROP. 5,000 S.F. BUILDING
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JAC_031NE
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JAC_031SE
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JAC_032NW
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DATE
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Architectural Firm for Residential, Commercial & Industrial Projects
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821 South Main Street, North Canton, Ohio 44720
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REVISIONS
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PROJECT
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16 February 21
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330-494-9391 phone 330-305-5222 fax
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DATE
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SIGNATURE
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NOBLE
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K. M.
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E-56746
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2/16/21
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Complete Concrete, Inc.
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New Cold Storage Building For:
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9122 Ontario Street, N.W.
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Massillon, Ohio 44646
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TWO WORKING DAYS
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BEFORE YOU DIG
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OHIO UTILITIES PROTECTION SERVICE
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- 800-362-2764
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- 216-744-5191
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NON-MEMBERS MUST CALL DIRECTLY
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OUT OF OHIO
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IN OHIO
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Call
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ADDRESS:
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9122 ONTARIO ST NE, MASSILLON, OHIO 44646
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DISTRICT NAME:
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JACKSON TOWNSHIP
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CURRENT USE:
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STORAGE
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PROPOSED USE:
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COLD STORAGE
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OWNER:
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OTT HOLDINGS LLC
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209 S CANAL STREET
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CANAL FULTON, OHIO 44614
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TAX MAP:
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SECTION: 31
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QUARTER: NE
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SITE ACREAGE:
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7.46 AC.
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PARCEL NUMBER:
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1602307
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REQUIRED
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PROVIDED
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DISTRICT: JACKSON
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B-3
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FRONT YARD SETBACK
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50'
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75'
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SIDE YARD SETBACK
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16'
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187'
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REAR YARD SETBACK
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16'
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242'
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TRACT:
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JAC_031NE
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TOWNSHIP:
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11
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RANGE:
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9
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SECTION:
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31
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QUARTER:
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NE
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OVERALL SITE PLAN
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C-1
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1. PROPOSED 50'X100' COLD STORAGE BUILDING.
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KNOWN UTILITIES IN THE AREA
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AQUA OHIO, INC. 870 3RD ST. NW MASSILLON, OH 44646 (330) 832-5764 EXT. 202 ATTN: JACOB FLANARY
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DIVERSIFIED GAS & OIL (330) 473-0581 ATTN: JUSTIN WEAVER
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OHIO EDISON 1910 W. MARKET STREET BUILDING 1 AKRON, OH 44313 (330) 830-7092
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DOMINION ENERGY OHIO 320 SPRINGSIDE DRIVE SUITE 320 AKRON, OH 44333 (330) 664-2409
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GONZOIL, INC. 5260 FULTON DR. NW CANTON, OH 44718 (330) 497-5888
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STARK COUNTY SANITARY 1701 MAHONING ROAD NE CANTON, OHIO 44711 TOM DAVIS (330) 451-2335
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VERIZON 764 S. BROADWAY ST. AKRON, OH 44311 (330) 252-0159
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TIME WARNER CABLE ENGINEERING 1200 BROWNSTONE AVE. AKRON, OH 44310
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80'
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0
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160'
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SCALE
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ACORN SECURE SELF STORAGE LLC 4718 RANIER AVENUE NW MASSILLON, OH 44646 PARCEL NUMBER: 1615150 ZONE: B3B3
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BISSELL STEPHANIE M 3330 ERIE AVENUE NW MASSILLON, OH 44646 PARCEL NUMBER: 1600069 ZONE: B3B3
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BISSELL STEPHANIE M 3330 ERIE AVENUE NW MASSILLON, OH 44646 PARCEL NUMBER: 1600070 ZONE: B3B3
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EMRICK STEVEN C & LAURA 7420 STUHLDREHER ST NW MASSILLON, OH 44646 PARCEL NUMBER: 1602227 ZONE: B3B3
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BEALER CARL E & BETTY S 3300 ERIE AVENUE NW MASSILLON, OH 44646 PARCEL NUMBER: 1600086 & 1600085 ZONE: B3B3
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OTT HOLDINGS LLC 209 S CANAL ST CANAL FULTON, OH 44614 PARCEL NUMBER: 1602307 ZONE: B3B3
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YOUNG EVELYN F 8670 EASY ST NW MASSILLON, OH 44646 PARCEL NUMBER: 1602306 ZONE: B3B3
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MONZ LLC 3488 ERIE AVE NW MASSILLON, OH 44646 PARCEL NUMBER: 1615556 ZONE: B3B3
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BORON MARK E & SUZANNE H 9091 WALL ST NW MASSILLON, OH 44646 PARCEL NUMBER: 1606705 ZONE: R1R1
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HALTER TYLER J 8922 PORTAGE ST NW MASSILLON, OH 44646 PARCEL NUMBER: 1621618 ZONE: B3B3
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YOUNG EVELYN F 8670 EASY ST NW MASSILLON, OH 44646 PARCEL NUMBER: 1602305 ZONE: B3B3
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BARNHART FLOYD O & FLOYD THOMAS 3344 ERIE ST NW MASSILLON, OH 44646 PARCEL NUMBER: 1600071 ZONE: B3B3
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WEAVER KENNETH D SR. 9106 ONTARIO ST NW MASSILLON, OH 44646 PARCEL NUMBER: 1606791 ZONE: R1R1
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SHREINER HAROLD H & JACQUELINE E 9086 WALL ST NW MASSILLON, OH 44646 PARCEL NUMBER: 1605985 ZONE: R1R1
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WILLIAMS JODY RAE 9063 ONTARIO ST NW MASSILLON, OH 44646 PARCEL NUMBER: 1606743 ZONE: R1R1
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ROSS JAMES G & NORMA J 9090 WALL ST NW, OH 44614 PARCEL NUMBER: 1605656 ZONE: R1R1
CONSTRUCTION NOTES
CODED NOTES
SANITARY SEWER NOTES
SITE IMPROVEMENT PLAN
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MANHOLE: 16-71R TC = 982.8 8" INV = 977.46 DEPTH = 5.34
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MANHOLE: 16-70R TC = 977.75 8" INV = 972.49 DEPTH = 5.26
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MANHOLE: 16-69R TC = 970.23 8" INV = 964.86 DEPTH = 5.37
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MANHOLE: 16-68R TC = 962.63 8" INV = 943.62 DEPTH = 19.01
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MANHOLE: 16-1R2 TC = 954.00 8" INV = 942.00 DEPTH = 12.00
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MANHOLE: 16-2R2 TC = 956.21 8" INV = 944.6 DEPTH = 11.01
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LATERAL: 22' LONG 6" INV = 8' FROM MANHOLE 16-69R DEPTH = 4'
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30' SANITARY EASEMENT
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30' SANITARY EASEMENT
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956
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964
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970
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972
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976
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978
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980
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1000
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998
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16' SIDE YARD SETBACK
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16' SIDE YARD SETBACK
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16' REAR YARD SETBACK
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16' REAR YARD SETBACK
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PROP. 5,000 S.F. BUILDING FF=976.00
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2" MP GAS
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HIGH PRESSURE GAS MAIN
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GAS MAIN
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50' FRONT YARD SETBACK
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C/L
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ONTARIO STREET
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FUTURE 5,000 S.F. BUILDING FF=976.00
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1. THE EXISTING UNDERGROUND INFORMATION AND TOPOGRAPHIC INFORMATION IS BASED ON AVAILABLE DATA. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION AND ELEVATION OF ALL UTILITIES PRIOR TO THE START OF CONSTRUCTION AND FOR ANY DAMAGES WHICH OCCUR BY HIS FAILURE TO LOCATE OR PRESERVE THESE UTILITIES. IF DURING CONSTRUCTION OPERATIONS, A CONTRACTOR ENCOUNTERS UTILITIES IN LOCATION OTHER THAN THOSE SHOWN ON THE PLANS, HE SHALL IMMEDIATELY NOTIFY THE OWNER AND TAKE THE NECESSARY STEPS TO PROTECT THE FACILITY AND ASSURE THE CONTINUANCE OF SERVICE. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ENTIRE LAYOUT OF THE PROJECT. 3. ALL CONTRACTORS SHALL MAINTAIN POSITIVE DRAINAGE AT ALL TIMES AND SHALL BACKFILL AND GRADE EXCAVATED AREAS SO AS TO ELIMINATE PONDING ON THE SITE, OR ADJACENT PROPERTY. 4. EACH CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION OF EXISTING ELEVATIONS AT CRITICAL POINTS SUCH AS APPROACHES OF DRAINAGE STRUCTURES, CURBING, ETC. VERIFICATION SHALL BE PERFORMED DURING LAYOUT STAGES AND SIGNIFICANT DISCREPANCIES REPORTED TO THE ENGINEER IMMEDIATELY. 5. ALL CONSTRUCTION SHALL CONFORM TO THE DEPT. OF LABOR, BUREAU OF LABOR STANDARDS SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION AND THE CONTRACT WORK HOURS AND SAFETY ACT. (CHAPTER XVII TITLE C&R, PART 1926 AND ALL ADDITIONS AND REVISIONS). CLEARANCES: AN 18 INCH MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED FROM THE EDGE OF ALL WATER PIPE TO THE EDGE OF ALL STORM SEWER PIPE. A 4 FOOT MINIMUM HORIZONTAL CLEARANCE SHALL BE MAINTAINED FROM THE EDGE OF ALL WATER PIPE TO THE EDGE OF ALL STORM SEWER PIPES. A 10 FOOT MINIMUM HORIZONTAL CLEARANCE SHALL BE MAINTAINED FROM THE EDGE OF ALL WATER PIPE TO THE EDGE OF ALL SANITARY SEWER OR FORCE MAIN PIPES. AN 18 INCH MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED FROM THE EDGE OF ALL WATER PIPE TO THE EDGE OF ALL SANITARY SEWER PIPE.
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1. EXISTING CONCRETE SLAB AND ADJACENT GRAVEL AREA TO BE REMOVED. 2. PROPOSED 5,OOO SF (100'X50') COLD STORAGE BUILDING. FINISH FLOOR ELEVATION TO EQUAL EXISTING CONCRETE PAD ELEVATION. ALIGN SOUTH FACE OF BUILDING WITH SOUTH FACE OF EXISTING BUILDING. 3. INSTALL GRAVEL DRIVEWAY IN SHADED AREA. 4. INSTALL FROST PROOF SLAB AT DOOR. SEE STRUCTURAL PLANS. 5. LIMITS OF CONSTRUCTION = 0.6 ACRES. 6. INSTALL 8"X4" WYE INTO EXISTING 8" SANITARY AND EXTEND 4" LATERAL AT 1.0% INSTALL 8"X4" WYE INTO EXISTING 8" SANITARY AND EXTEND 4" LATERAL AT 1.0% AS SHOWN. EXTEND TO 500 GALLON OIL INTERCEPTOR. SEE PLUMBING PLANS FOR ADDITIONAL INFORMATION. COORDINATE LOCATION WITH PLUMBING CONTRACTOR. THE SITE CONTRACTOR SHALL CALL THE SANITARY ENGINEERING'S PERMIT OFFICE AT (330) 451-2304 TO ARRANGE OBSERVATION OF THIS WORK. 7. CUT IN 1"X1" TEE AND EXTEND 1" WATER LINE TO BUILDING. WATER LATERAL PIPE TO BE TYPE K COPPER TUBING OR HDPE PLASTIC. END 5' FROM BUILDING WITH CAP. COORDINATE WORK WITH PLUMBING CONTRACTOR. 8. EXISTING 1" PRIVATE WATER LATERAL. 9. 6" STEEL BOLLARD. (TYPICAL). SEE ARCHITECTURAL PLANS FOR DETAILS AND LOCATIONS. 10. INSTALL 10' WIDE CONCRETE APRON ALONG FACE OF BUILDING. SLOPE 1/4" PER FOOT AWAY FROM BUILDING. 11. EXISTING WATER METER VAULT. 12. EXISTING GAS METER. 13. EXISTING GRAVEL DRIVE. 14. EXISTING MAIN PANEL. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 15. IN-GROUND HAND HOLE. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 16. NEW PANEL "LP2". SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 17. UNDERGROUND ELECTRICAL FEEDER. ROUTE NORTH OF EXISTING, NEW, AND FUTURE BUILDINGS. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.
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1. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER SYSTEM ARE PROHIBITED. 2. FOR OPEN CUT METHODS, SANITARY GRAVITY MAINS MATERIAL SHALL CONSIST OF PVC SDR-35 MEETING ASTM D3034 WITH JOINTS CONFORMING TO ASTM D3212 STANDARDS. BEDDING CLASSIFICATION SHALL MEET ASTM D2321, TYPE 1. 3. SANITARY SEWERS TO BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY WATER LINE. SANITARY SEWER CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18" BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SEWER. 4. SANITARY SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STARK COUNTY SANITARY ENGINEERING DEPARTMENT SPECIFICATIONS AND DETAILS IN EFFECT AT THE TIME OF CONSTRUCTION. 5. ROOF DRAINS, FOUNDATION DRAINS AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED. ADOPTED DECEMBER 27, 1968. 6. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL HAVE A PRE-CONSTRUCTION MEETING WITH THE STARK COUNTY SANITARY ENGINEEERING DEPARTMENT (330-451-2309). A NOTICE OF NO LESS THAN 72 HOURS IS REQUIRED TO SCHEDULE THIS MEETING. 7. THE CONTRACTOR SHALL ALERT THE UTILITIES PROTECTION SERVICE AT LEAST 48 HOURS PRIOR TO START OF CONSTRUCTION. 8. APPROVAL BY THE STARK COUNTY SANITARY ENGINEERING DEPARTMENT CONSTITUTES NEITHER EXPRESSED NOR IMPLIED WARRANTIES AS TO FITNESS, ACCURACY, OR SUFFICIENCY OF PLANS, DESIGNS OR SPECIFICATIONS. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY MAINTAINING EXISTING SANITARY FLOW DURING THE CONSTRUCTION AND TESTING OF THE PROPOSED IMPROVEMENTS. THE CONTRACTOR'S METHODS FOR MAINTAINING FLOW MUST BE APPROVED BY THE STARK COUNTY SANITARY ENGINEERING DEPARTMENT AT THE PRE-CONSTRUCTION MEETING. 10. MINIMUM CLEARANCE BETWEEN SANITARY SEWERS AND WATERLINES SHALL BE 18 INCHES VERTICALLY AND 10 FEET HORIZONTALLY. 11. MINIMUM NOMINAL PIPE DIAMETER FOR SANITARY SERVICE SEWERS AND BUILDING SEWERS (LATERALS) SHALL BE 6 INCHES. PIPES SHALL BE LAID AT NO LESS THAN 1.0% GRADE. 12. NO CHARGES TO SANITARY SERVICE SEWER AND BUILDING SEWER (LATERAL) LOCATIONS SHALL BE MADE WITHOUT THE APPROVAL OF THE STARK COUNTY SANITARY ENGINEER. 13. ACCEPTABLE SANITARY SEWER PIPE MATERIALS ARE: PIPE: PVC SMOOTH EXTERIOR: PIPE: PVC SMOOTH EXTERIOR: : PVC SMOOTH EXTERIOR: ASTM D-3034. JOINTS: ASTM D-3212. INSTALLATION: ASTM-2321.JOINTS: ASTM D-3212. INSTALLATION: ASTM-2321.: ASTM D-3212. INSTALLATION: ASTM-2321.INSTALLATION: ASTM-2321.: ASTM-2321.
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STORMWATER MANAGEMENT NOTES PROJECT'S LIMITS OF CONSTRUCTION 0.6 ACRES 0.6 ACRES PROJECT'S DISTURBED AREA 0.6 ACRES 0.6 ACRES PRE DEVELOPED CONDITIONS DESCRIPTION AREA (AC) CN# AREA (AC) CN# AREA (AC) CN# AREA (AC) CN# CN# CN# IMPERIOUS AREAS 2.1 96 2.1 96 96 SHORT GRASS 5.4 79 5.4 79 79 ---------------------------- TOTAL 7.5 84 7.5 84 84 DEVELOPED CONDITIONS DESCRIPTION AREA (AC) CN# AREA (AC) CN# CN# IMPERIOUS AREAS 2.1 96 2.1 96 96 SHORT GRASS 5.4 79 5.4 79 79 ----------------------------- TOTAL 7.5 84 7.5 84 84 84 THERE IS NO INCREASE IN IMPERVIOUS AREA OR TIME OF CONCENTRATION. THERE IS NO INCREASE IN STORMWATER RUNOFF DUE TO THIS PROJECT. EXISTING CONCRETE SLAB AND ADJACENT HARD GRAVEL AREA IS BEING REMOVED AND NEW BUILDING AND GRAVEL AREA IS BEING INSTALLED IN ITS PLACE.
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DATE
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DRAWING
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821 South Main Street, North Canton, Ohio 44720
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REVISIONS
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PROJECT
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16 February 21
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330-494-9391 phone 330-305-5222 fax
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DATE
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SIGNATURE
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NOBLE
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K. M.
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E-56746
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2/16/21
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Complete Concrete, Inc.
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New Cold Storage Building For:
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9122 Ontario Street, N.W.
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Massillon, Ohio 44646
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TWO WORKING DAYS
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BEFORE YOU DIG
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OHIO UTILITIES PROTECTION SERVICE
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- 800-362-2764
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- 216-744-5191
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NON-MEMBERS MUST CALL DIRECTLY
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OUT OF OHIO
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IN OHIO
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Call
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SITE IMPROVEMENT PLAN
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C-2
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40'
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0
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80'
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SCALE
NOTES:
GENERAL NOTES FOR SEDIMENT POLLUTANT CONTROLS
BELOW-GRADE (3-FT DEPTH) POWER LEGEND
PERMANENT STABILIZATION
TEMPORARY STABILIZATION
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1. NO SOLID OR LIQUID WASTE SHALL BE DISCHARGED INTO STORM WATER RUNOFF. 2. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES MUST MEET THE STANDARDS AND SPECIFICATIONS OF THE OHIO RAINWATER AND LAND DEVELOPMENT HANDBOOK. 3. OTHER EROSION AND SEDIMENT CONTROL ITEMS MAY BE NECESSARY DUE TO ENVIRONMENTAL CONDITIONS. 4. WINTERIZATION - ANY DISTURBED AREA THAT IS NOT GOING TO BE WORKED FOR 14 DAYS OR MORE MUST BE SEEDED AND MULCHED BY NOVEMBER 1 OR MUST HAVE A DORMANT SEEDING OR MULCH COVER APPLIED BETWEEN NOVEMBER 1 AND MARCH 1. 5. THERE SHALL BE NO SEDIMENT-LADEN DISCHARGES TO SURFACE WATERS OF THE STATE RESULTING FROM DEWATERING ACTIVITIES. IT MUST PASS THROUGH A SEDIMENT SETTLING POND OR OTHER EFFECTIVE SEDIMENT CONTROL DEVICE PRIOR TO BEING DISCHARGED FROM THE CONSTRUCTION SITE. 6. ANY AREAS AT FINAL GRADE OR THAT LIE DORMANT FOR ONE YEAR OR MORE REQUIRE PERMANENT SEEDING WITHIN SEVEN DAYS OF THE MOST RECENT DISTURBANCE (REFER TO OHIO'S "RAINWATER AND LAND DEVELOPMENT" MANUAL). IN ADDITION, ANY AREAS WITHIN 50 FEET OF A STREAM AND AT FINAL GRADE REQUIRE EROSION CONTROLS WITHIN 2 DAYS OF REACHING FINAL GRADE. NOTE THAT A 70% VEGETATIVE DENSITY IS REQUIRED ON ALL DISTURBED SOIL AREAS FOR STABILIZATION. ANY OTHER AREAS AT FINAL GRADE REQUIRES PERMANENT SEEDING WITHIN SEVEN DAYS OF REACHING FINAL GRADE WITHIN THAT AREA. 7. CONSTRUCTION PROJECTS THAT ARE TO BE DORMANT OVER THE WINTER MONTHS MUST BE STABILIZED USING SEEDING. SEEDING MUST BE COMPLETED IN TIME SO THAT ENOUGH HAS SPROUTED BEFORE THE GROWING SEASON ENDS. 8. SOIL THAT IS STOCKPILED TEMPORARILY ON SITE FOR A PERIOD GREATER THAN 7 DAYS IS TO BE SEEDED AND THE PERIMETER SURROUNDED WITH SILT FENCE. THE DRIVE IS TO BE STABILIZED WITH BASE STONE AS SOON AS GRADING ALLOWS. 9. ANY DISTURBED AREAS THAT WILL BE DORMANT FOR MORE THAN 14 DAYS BUT LESS THAN ONE YEAR REQUIRES TEMPORARY SEEDING WITHIN SEVEN DAYS OF THE MOST RECENT DISTURBANCE WITHIN THE AREA.
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1. STREETS DIRECTLY ADJACENT TO CONSTRUCTION ENTRANCES AND RECEIVING TRAFFIC FROM THE DEVELOPMENT AREA, SHALL BE CLEANED DAILY TO REMOVE SEDIMENT TRACKED OFF-SITE. IF APPLICABLE, THE CATCH BASINS ON THESE STREETS NEAREST TO THE CONSTRUCTION ENTRANCES SHALL ALSO BE CLEANED WEEKLY. BASED ON SITE CONDITIONS, PRACTICES TO CONTROL OFF-SITE TRACKING AND DUST. 2. SOIL STOCKPILES, TOPSOIL OR OTHERWISE, SHALL BE SITUATED AWAY FROM STREETS, SWALES, OR OTHER WATERWAYS AND SHALL BE SEEDED AND/OR MULCHED IMMEDIATELY. 3. ON-SITE PERSONNEL SHALL TAKE ALL NECESSARY MEASURES TO COMPLY WITH APPLICABLE REGULATIONS REGARDING FUGITIVE DUST EMISSIONS, INCLUDING OBTAINING NECESSARY PERMITS FOR SUCH EMISSIONS. THE CONSTRUCTION ACTIVITIES MAY REQUIRE DUST CONTROLS INCLUDING, BUT NOT LIMITED TO, THE USE OF WATER TRUCKS TO WET DISTURBED AREAS, TARPING STOCKPILES, TEMPORARY STABILIZATION OF DISTURBED AREAS, AND REGULATION OF THE SPEED OF VEHICLES ON THE SITE. 4. ALL PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL. THE INDIVIDUAL WHO MANAGES THE DAY-TO-DAY SITE OPERATIONS WILL BE RESPONSIBLE FOR ENSURING ALL FORMS OF WASTE ARE PROPERLY DISPOSED OF. 5. NO SOLID OR LIQUID WASTE SHALL BE DISCHARGED INTO STORM WATER RUNOFF. ANY AND ALL WASTE MATERIALS (SOLID, HAZARDOUS, CONSTRUCTION & DEMOLITION, SANITARY, TOXIC, CONTAMINATED SOILS, ETC.) GENERATED AT THE SITE SHALL BE PROPERLY DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL RULES/REGULATIONS. ON-SITE STORAGE CONTAINERS SHALL BE COVERED AND NOT LEAKING. IT IS PROHIBITED TO BURN, BURY OR POUR OUT ONTO THE GROUND OR INTO THE STORM SEWERS ANY SOLVENTS, PAINTS, GASOLINE, DIESEL FUEL, USED MOTOR OIL, HYDRAULIC FLUID, ANTIFREEZE, CEMENT CURING COMPOUNDS AND ANY OTHER SUCH TOXIC OR HAZARDOUS MATERIALS OR WASTES. 6. HANDLING CONSTRUCTION CHEMICALS. MIXING, PUMPING, TRANSFERRING OR OTHER HANDLING OF CONSTRUCTION CHEMICALS SUCH AS FERTILIZER, LIME, ASPHALT, CONCRETE DRYING COMPOUNDS, AND ALL OTHER POTENTIALLY HAZARDOUS MATERIALS SHALL BE PERFORMED IN AN AREA AWAY FROM ANY WATERCOURSE, DITCH OR STORM DRAIN. 7. EQUIPMENT FUELING AND MAINTENANCE, OIL CHANGING, ETC., SHALL BE PERFORMED AWAY FROM WATERCOURSES, DITCHES OR STORM DRAINS, IN AN AREA DESIGNATED FOR THAT PURPOSE. THE DESIGNATED AREA SHALL BE EQUIPPED FOR RECYCLING OIL AND CATCHING SPILLS. SECONDARY CONTAINMENT WITH A MINIMUM CAPACITY EQUAL TO 110% OF THE VOLUME OF ALL CONTAINERS IN A STORAGE AREA SHALL BE PROVIDED FOR ALL FUEL/LIQUID STORAGE TANKS AND DRUMS. 8. ALL SANITARY WASTE SHALL BE COLLECTED FROM PORTABLE UNITS A MINIMUM OF THREE TIMES PER WEEK BY A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR, AS REQUIRED BY LOCAL REGULATION. 9. THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED ON SITE DURING THE CONSTRUCTION PROJECT: a. AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO DO THE JOB. b. ALL MATERIALS STORED ON SITE WILL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR OTHER ENCLOSURE. c. PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE MANUFACTURER'S LABEL. SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER. d. WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE DISPOSING OF THE CONTAINER. e. THE MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL WILL BE FOLLOWED. f. THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE PROPER USE AND DISPOSAL OF MATERIALS ON SITE. 10. IN ADDITION TO PREVIOUS NOTES, THE FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND CLEAN-UP: a. MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEAN-UP WILL BE POSTED AND SITE PERSONNEL MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP SUPPLIES. b. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL STORAGE AREA ON SITE. EQUIPMENT AND MATERIALS WILL INCLUDE, BUT NOT BE LIMITED TO BROOMS, DUSTPANS, MOPS, RAGS, GLOVES, GOGGLES, CAT LITTER, SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY DESIGNATED FOR THIS PURPOSE. c. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. d. THE SPILL AREA WILL BE KEPT WELL-VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE. e. SPILLS OF TOXIC OR HAZARDOUS MATERIALS WILL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE. f. THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP THE SPILL OF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. g. THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY OPERATIONS WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. HE/SHE WILL DESIGNATE SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IN THE OFFICE TRAILER ON SITE.
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# OF CONCRETE TRUCKS EXPECTED TO BE WASHED OUT ON SITE
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WIDTH (FT)
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LENGTH (FT)
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2-3
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3
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3
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4-5
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4
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4
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6-7
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5
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5
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8-10
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6
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6
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11-14
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7
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7
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# OF CONCRETE TRUCKS EXPECTED TO BE WASHED OUT ON SITE
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WIDTH (FT)
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LENGTH (FT)
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2
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3
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3
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3-4
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4
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4
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5-6
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5
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5
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7-8
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6
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6
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9-11
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7
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7
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12-15
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8
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8
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STAKES, STAPLES OR SANDBAGS PLACED EVENLY ON ALL FOUR SIDES
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EXISTING GROUND
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EXISTING GROUND
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SINGLE LINED X/10 MIL. PLASTIC SHEETING (FREE OF HOLES, TEARS, SEAMS)
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PLASTIC LINER SECURED W/STAKES, STAPLES OR SANDBAGS
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MINIMUM OF 2 STAKES, STAPLES FOR EACH STRAW BALE
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WOOD OR METAL STAKES (2 PER BALE) TO ANCHOR STRAW BALES
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PLASTIC LINER TUCKED UNDER STRAW BALES
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STAKES OR STAPLES TO ANCHOR PLASTIC LINER TO BALE
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DOUBLE-LINED W/10 MIL. PLASTIC SHEETING (FREE OF HOLES, TEARS, SEAMS)
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STRAW BALE
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EXISTING GROUND
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EXISTING GROUND
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LAND STABILIZATION MEASURES
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ARE REQUIRING PERMANENT STABILIZATION
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TIME FRAME TO APPLY EROSION CONTROLS
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ANY AREAS THAT WILL LIE DORMANT FOR ONE YEAR OR MORE
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WITHIN SEVEN DAYS OF THE MOST RECENT DISTURBANCE
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ANY AREAS WITHIN 50 FEET OF A SURFACE WATER OF THE STATE AND AT FINAL GRADE
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WITHIN TWO DAYS OF REACHING FINAL GRADE
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ANY OTHER AREAS AT FINAL GRADE
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WITHIN SEVEN DAYS OF REACHING FINAL GRADE WITHIN THAT AREA
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ANY DISTURBED AREAS WITHIN 50 FEET OF A SURFACE WATER OF THE STATE AND NOT AT FINAL GRADE
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WITHIN TWO DAYS OF THE MOST RECENT DISTURBANCE IF THE AREA WILL REMAIN IDLE FOR MORE THAN 14 DAYS
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FOR ALL CONSTRUCTION ACTIVITIES, ANY DISTURBED AREAS THAT WILL BE DORMANT FOR MORE THAN 14 DAYS BUT LESS THAN ONE YEAR, AND NOT WITHIN 50 FEET OF A SURFACE WATER OF THE STATE
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WITHIN SEVEN DAYS OF THE MOST RECENT DISTURBANCE WITHIN THE AREA -FOR RESIDENTIAL SUBDIVISIONS, DISTURBED AREAS MUST BE STABILIZED AT LEAST SEVEN DAYS PRIOR TO TRANSFER OF PERMIT COVERAGE FOR THE INDIVIDUAL LOT(S).
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DISTURBED AREAS THAT WILL BE IDLE OVER WINTER
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PRIOR TO THE ONSET OF WINTER WEATHER
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N.T.S.
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%%USANITARY TRENCH DETAILS
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12" MIN
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6" MIN
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Bc / 2
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Bc / 2
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c
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B
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9" MIN
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c
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B + 4' MAX
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9" MIN
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Bc / 2
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6" MIN
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6" MIN
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6" MIN
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%%UPVC OR PE PLASTIC PIPE
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%%UBEDDING AND BACKFILL
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%%UCONCRETE PIPE
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%%UTYPICAL TRENCH SECTION
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%%UTYPICAL TRENCH SECTION
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%%UBEDDING AND BACKFILLING
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N.T.S.
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%%UGRAVEL DRIVE DETAIL
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%%uWATER MAIN TRENCH DETAILS
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N.T.S.
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%%uNOTES:
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AMPLE BELL HOLES
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SHALL BE FORMED
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TO PERMIT PROPER
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JOINTING
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WATER MAIN
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TAMPED SAND
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BACKFILL
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COMPACTED SUITABLE
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NOTES 1 & 2 BELOW
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BACKFILL. SEE
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GRADE
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ODOT 304)
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6" SUBBASE MATERIAL
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N.T.S.
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6" ODOT CLASS "QC1" CONCRETE
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INSTALLATION: 1. CONCRETE WASH WATER SHALL NOT BE ALLOWED TO FLOW TO STREAMS, DITCHES, STORM DRAINS, OR ANY OTHER CONCRETE WASH WATER SHALL NOT BE ALLOWED TO FLOW TO STREAMS, DITCHES, STORM DRAINS, OR ANY OTHER WATER CONVEYANCE AND WASHOUT PITS SHALL BE SITUATED A MINIMUM OF FIFTY (50) FEET FROM THEM. 2. FIELD TILE OR OTHER SUBSURFACE DRAINAGE STRUCTURE WITHIN 10 FT. OF THE SUMP SHALL BE CUT AND PLUGGED. FIELD TILE OR OTHER SUBSURFACE DRAINAGE STRUCTURE WITHIN 10 FT. OF THE SUMP SHALL BE CUT AND PLUGGED. 3. ENSURE A STABLE PATH IS PROVIDED FOR CONCRETE TRUCKS TO REACH THE WASHOUT AREA. ENSURE A STABLE PATH IS PROVIDED FOR CONCRETE TRUCKS TO REACH THE WASHOUT AREA. 4. A HIGHLY VISIBLE SIGN THAT READS "CONCRETE WASHOUT AREA" SHALL BE ERECTED ADJACENT TO THE WASHOUT PIT. A HIGHLY VISIBLE SIGN THAT READS "CONCRETE WASHOUT AREA" SHALL BE ERECTED ADJACENT TO THE WASHOUT PIT. 5. SURFACE RUNOFF GENERATED FROM UPSLOPE AREAS SHALL BE DIVERTED AWAY FROM BELOW-GRADE WASHOUT PITS SO SURFACE RUNOFF GENERATED FROM UPSLOPE AREAS SHALL BE DIVERTED AWAY FROM BELOW-GRADE WASHOUT PITS SO AS NOT TO FLOW INTO THEM. 6. A SINGLE CENTRALIZED WASHOUT AREA MAY BE UTILIZED FOR MULTIPLE SUBLOTS. A SINGLE CENTRALIZED WASHOUT AREA MAY BE UTILIZED FOR MULTIPLE SUBLOTS. MAINTENANCE: 7. THE WASHOUT PIT MUST BE INSPECTED FREQUENTLY TO ENSURE THE LINER IS INTACT. 8. ONCE 75% OF THE ORIGINAL VOLUME OF THE WASHOUT PIT IS FILLED OR IF THE LINER IS TORN, THE MATERIAL MUST BE REMOVED AND PROPERLY DISPOSED OF ONCE IT IS COMPLETELY HARDENED. ONCE THE HARDENED CONCRETE IS REMOVED, THE LINER MUST BE REPLACED (IF TORN). A NEW PIT MUST BE CONSTRUCTED IF THE ORIGINAL STRUCTURE IS NO LONGER SUITABLE. REMOVAL: 9. ONCE THE WASHOUT PIT IS NO LONGER NEEDED,ENSURE ALL WASHOUT MATERIAL HAS COMPLETELY HARDENED, THEN REMOVE AND PROPERLY DISPOSE OF ALL MATERIALS. IF STRAW BALES WERE USED, THEY CAN BE SPREAD AS MULCH. 10. PREFABRICATED CONTAINERS SPECIFICALLY DESIGNED FOR CONCRETE WASHOUT COLLECTION MAY BE USED SUBJECT TO PRIOR APPROVAL BY THE COMMUNITY ENGINEER. FOLLOW THE MANUFACTURER'S SUGGESTIONS FOR INSTALLATION, MAINTENANCE AND REMOVAL PROCEDURES.
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CONCRETE WASHOUT AREAS
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SIZING OF CONCRETE WASHOUT PITS
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*FOR SMALL PROJECTS USING A MAXIMUM OF ONLY ONE TRUCKLOAD OF CONCRETE OR UTILIZING ON-SITE MIXING, RINSING OF EQUIPMENT MAY TAKE PLACE ON THE LOT WITHOUT A PIT, PROVIDED IT CAN BE DONE A MINIMUM OF FIFTY (50) FEET AWAY FROM ANY WATER CONVEYANCES.
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PLAN VIEW
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N.T.S.
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X-SECTION
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N.T.S.
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STORAGE AREA
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STORAGE AREA
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STORAGE AREA
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PLAN VIEW
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N.T.S.
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X-SECTION
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N.T.S.
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BELOW-GRADE CONCRETE WASHOUT PIT
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ABOVE-GRADE CONCRETE WASHOUT PIT
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GRANULAR BEDDING: COMPACTED NO. 8 OR NO. 67 COARSE AGGREGATE, ODOT 703.01 (ASTM C12, BEDDING CLASS B) CARE MUST BE TAKEN TO ENSURE THAT SUFFICIENT BEDDING HAS BEEN WORKED UNDER THE PIPE TO PREVENT VOIDS
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INITIAL BACKFILL: UNDER OR WITHIN 2' OF PAVEMENT--COMPACTED ODOT 411 OR NO. 67 GRANULAR MATERIAL NOT UNDER PAVEMENT--COMPACTED SUITABLE EXCAVATED MATERIAL CONTAINING NO ROCKS, REFUSE OR ORGANIC MATERIAL. INITIAL BACKFILL SHALL BE HAND PLACED AND TAMPED IF DIRECTED
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FINAL BACKFILL: UNDER OR WITHIN 2' OF PAVEMENT -- COMPACTED ODOT 411 GRANULAR MATERIAL NOT UNDER PAVEMENT--COMPACTED SUITABLE EXCAVATED MATERIAL CONTAINING NO ROCKS, REFUSE OR ORGANIC MATERIAL.
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GRANULAR BEDDING: COMPACTED NO. 8 OR NO. 67 COARSE AGGREGATE, ODOT 703.01, CRUSHED STONE (ASTM D2321, CLASS I MATERIAL)
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HAUNCHING: COMPACTED NO. 57 CRUSHED LIMESTONE/GRAVEL COARSE AGGREGATE, ODOT 703.01, CRUSHED STONE (ASTM D2321, CLASS I MATERIAL) CARE MUST BE TAKEN TO ENSURE THAT SUFFICIENT MATERIAL HAS BEEN WORKED UNDER THE PIPE TO PREVENT VOIDS, HAUNCHING SHALL BE HAND PLACED AND TAMPED IF DIRECTED.
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INITIAL BACKFILL: COMPACTED NO. 57 CRUSHED LIMESTONE/GRAVEL COARSE AGGREGATE, ODOT 703.01, CRUSHED STONE (ASTM D2321, CLASS I MATERIAL)
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FINAL BACKFILL: UNDER OR WITHIN 2' OF PAVEMENT--COMPACTED ODOT 411 GRANULAR MATERIAL (ASTM D2321, CLASS I BACKFILL) NOT UNDER PAVEMENT COMPACTED SUITABLE EXCAVATED MATERIAL CONTAINING NO REFUSE OR ORGANIC MATERIAL (ASTM D2321, CLASS 1 THRU 3 BACKFILL)
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ODOT 304 AGGREGATE BASE - 6" THICK
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COMPACTED SUBGRADE*
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A
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MAX. WIDTH
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MAX. WIDTH
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MAX. WIDTH
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MAX. WIDTH
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MAX. WIDTH
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MAX. WIDTH
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9"
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9"
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9"
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9"
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1. PREMIUM BACKFILL REQUIRED UNDER PAVEMENTS, SIDEWALKS, AND DRIVES. 2. PREMIUM BACKFILL SHALL BE LIMESTONE SCREENINGS GRADED PER ODOT 304.02 OR ODOT 411. NO SLAG IS PERMITTED. 3. CONTRACTOR SHALL USE SPECIAL CARE IN PLACING THE SAND BEDDING BACKFILL, SO AS TO AVOID SCRAPING OF THE EXTERIOR COATING, INJURING THE PIPE, DISTORTING OR MOVING THE PIPE WHEN COMPACTING THE SAME. THE SAND BEDDING BACKFILL SHALL BE TAMPED IN SIX (6) INCH LAYERS, SIMULTANEOUSLY ON EACH SIDE OF THE PIPE, AND THOROUGHLY COMPACTED SO AS TO PROVIDE A SOLID BACKING AGAINST THE EXTERNAL SURFACE OF THE PIPE. 4. MINIMUM COMPACTION FOR ALL SAND BEDDING BACKFILL, BACKFILL AND PREMIUM BACKFILL SHALL BE 95% STANDARD PROCTOR.
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CONCRETE PAVEMENT
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1377
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DATE
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Architectural Firm for Residential, Commercial & Industrial Projects
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I
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UONASPINA,
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OBERT
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V.
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NC.
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CONTI
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DRAWING
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821 South Main Street, North Canton, Ohio 44720
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REVISIONS
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PROJECT
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16 February 21
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330-494-9391 phone 330-305-5222 fax
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DATE
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SIGNATURE
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NOBLE
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K. M.
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Complete Concrete, Inc.
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New Cold Storage Building For:
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9122 Ontario Street, N.W.
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Massillon, Ohio 44646
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NOTES AND DETAILS
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C-3
PLAN NOTES
CODED NOTES
PLUMBING FLOOR PLAN - NEW
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%%UP10-1
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TD-1
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FD-1
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EWH-1
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FW/FCO
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3" VENT
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4" US
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4" US
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4" US
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2"
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4" V.T.R.
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A. THE GENERAL NOTES LISTED HERE APPLY TO ALL PLUMBING DRAWINGS IN ADDITION TO ANY ADDITIONAL DRAWING NOTES ON THE INDIVIDUAL DRAWINGS. B. IT IS RECOGNIZED THAT DRAWINGS MAY BE PLOTTED AT DIFFERENT SCALES, SUCH THAT PLOTTED DRAWINGS MAY VARY FROM ACTUAL OR INTENDED DIMENSIONS. THEREFORE, DRAWINGS ARE DIAGRAMMATIC AND ARE NOT TO BE SCALED. SBM TAKES NO RESPONSIBILITY FOR ERRORS REGARDING DISCREPANCIES FROM THE ORIGINAL DRAWINGS DRAWN AT THE PROPER SCALE AND THOSE DRAWINGS THAT HAVE BEEN PLOTTED. C. SEE SHEET P-1 FOR PLUMBING SYMBOL LEGEND, GENERAL NOTES, AND SCHEDULES. SEE SHEET P-1 FOR PLUMBING SYMBOL LEGEND, GENERAL NOTES, AND SCHEDULES. D. SEE SHEET P-3 FOR PLUMBING DETAILS. E. UNLESS OTHERWISE INDICATED, ALL PIPING TO RUN GENERALLY BELOW DUCTWORK UNLESS OTHERWISE INDICATED, ALL PIPING TO RUN GENERALLY BELOW DUCTWORK FOR ACCESS TO VALVING. DO NOT OBSTRUCT EQUIPMENT OR ACCESS DOORS. F. FINAL FLOOR DRAIN/TRENCH DRAIN ELEVATIONS ARE TO BE SET BY THE PLUMBING CONTRACTOR. COORDINATE EXACT POSITIONING OF FLOOR DRAINS /TRENCH DRAINS WITH GENERAL CONTRACTOR TO PROPERLY SLOPE CONCRETE FLOORS. G. PLUMBING PIPING MATERIALS FOR SPECIFIC APPLICATIONS SHALL BE INSTALLED IN PLUMBING PIPING MATERIALS FOR SPECIFIC APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE OHIO PLUMBING CODE AND THE PROJECT SPECIFICATIONS. H. PLUMBING SYSTEMS SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH OHIO PLUMBING CODE AND REQUIREMENTS OF LOCAL AUTHORITY HAVING JURISDICTION.
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1. REFER TO SHEET C101 FOR EXTENSION OF 1" DOMESTIC WATER LINE. 2. INSTALL SERVICE ENTRANCE PER DETAIL ON SHEET P-3. 3. INSTALL 3/4" DOMESTIC COLD WATER LINE EXPOSED DOWN ALONG WALL TO FROST PROOF WALL HYDRANT. 4. INSTALL RECESSED WALL MOUNTED ELECTRICAL HEATER. REFER TO DETAIL ON RECESSED WALL MOUNTED ELECTRICAL HEATER. REFER TO DETAIL ON SHEET P-3 FOR ADDITIONAL INFORMATION. 5. INSTALL 4" COMBINATION DRAIN AND VENT BELOW SLAB AND EXTEND UP TO FLOOR SINK WITH 4" DEEP SEAL TRAP. 6. INSTALL 4" COMBINATION DRAIN AND VENT BELOW SLAB AND EXTEND UP TO TRENCH DRAIN. COORDINATE FINAL LOCATION WITH ARCHITECTURAL PLANS. 7. EXTEND 2" DRY VENT FROM 4" SAN BELOW SLAB, CONNECT INTO 3" VENT FROM OIL INTERCEPTOR, AND ROUTE UP THROUGH ROOF AS 4". 8. REFER TO SHEET C101 FOR LOCATION OF OIL INTERCEPTOR AND EXTENSION OF 4" SAN AND 3" VENT LINES TO BUILDING.
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UONASPINA,
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OBERT
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821 South Main Street, North Canton, Ohio 44720
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REVISIONS
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PROJECT
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16 February 21
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330-494-9391 phone 330-305-5222 fax
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DATE
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SIGNATURE
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NOBLE
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2/16/21
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Complete Concrete, Inc.
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New Cold Storage Building For:
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9122 Ontario Street, N.W.
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Massillon, Ohio 44646
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PLUMBING FLOOR PLAN
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P-2
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0
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4'
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8'
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SCALE
FIRESTOPPING DETAIL FOR PENETRATIONSTHROUGH FIRE-RATED CONSTRUCTIONS
NOTES:
WALL SECTION
FLOOR SECTION
INTERIOR DRAIN CLEANOUT DETAILN.T.S.
DOMESTIC WATER SERVICE DETAILN.T.S.
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%%uFRONT VIEW
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%%uELECTRIC WALL HEATER
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N.T.S.
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WHERE REQUIRED
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MASONRY COURSING
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WHERE APPLICABLE)
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UNIT (ALIGN WITH
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MOUNT AT 8" A.F.F.
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FLOOR LINE
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TO BOTTOM OF
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%%uRECESSED
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%%uSIDE VIEW
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REMOVABLE FRONT
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LINTELS
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BY GENERAL
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COVER GRILLE
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TRADES CONTRACTOR
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PENETRATING COMPONENT
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PIPE INSULATION
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(WHERE SPECIFIED)
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FLOOR SLAB; SEE
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FOR FLOOR CONSTRUCTION
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ARCHITECTURAL DRAWINGS
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AND FIRE RATING
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DAMMING MATERIAL
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(PER U.L. TESTED SYSTEM DESIGN)
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PIPE SLEEVE
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MATERIALS IN ACCORDANCE
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TO MAINTAIN FIRE RESISTANCE
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WITH APPROPRIATE U.L. SYSTEMS
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FURNISH AND INSTALL FIRESTOP
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RATING
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FURNISH AND INSTALL FIRESTOP
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PIPE INSULATION
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(WHERE SPECIFIED)
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PENETRATING COMPONENT
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AND FIRE RATING
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FOR WALL CONSTRUCTION
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SEE ARCHITECTURAL DRAWINGS
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2" ABOVE FLOOR IN MECHANICAL
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AND FLOOR SLAB WITH MIN. 1/2"
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EQUIPMENT ROOMS.)
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SEAL JOINT BETWEEN SLEEVE
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BEAD FIRESTOP CAULK
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PIPE SLEEVE (SLEEVE TO EXTEND
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WITH APPROPRIATE U.L. SYSTEMS
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RATING
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TO MAINTAIN FIRE RESISTANCE
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MATERIALS IN ACCORDANCE
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N.T.S.
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"Y" BRANCH
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24" MAX.
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FINISHED GRADE
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ADJUSTABLE HOUSING
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6" C.I. ENCASED IN IN CONCRETE 6" THICK ON EACH SIDE OF PIPE
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6" C.I.
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P.C. TO COORDINATE WITH ROOM FINISH SCHEDULE AND PLUMBING FIXTURE SCHEDULE, PROVIDE CARPET MARKERS WHERE APPLICABLE. COORDINATE LOCATIONS WITH CARPET INSTALLER. P.C. TO FURNISH COVER LIDS TO MATCH TYPE OF FLOOR FINISH.
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N.C.
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TO DOMESTIC WATER SYSTEM
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PRESSURE GAUGE (TYP)
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"WATTS" N223B WATER PRESSURE REDUCING VALVE (ASSE 1003) WITH STRAINER SET AT 75 PSI (TYP)
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1/2" DRAIN LINE BY P.C.
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AIR GAP DEVICE TO BE SAME SIZE AS DISCHARGE PORT ON RPBP, EXTEND DRAIN FULL SIZE TO NEAREST FLOOR SINK (TYP, BY P.C.)
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FLOOR SINK BY P.C.
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P.C.TO PROVIDE STRUCTURAL TO PROVIDE STRUCTURAL SUPPORTS FROM FLOOR AND WALL AS REQUIRED TO SUPPORT PIPING AND BACKFLOW PREVENTERS.
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MECHANICAL SLEEVE (TYP)
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1" DOMESTIC WATER SERVICE PIPING, SEE SITE/CIVIL PLANS FOR CONTINUATION.
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1"
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1"
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1"
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1"
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"WATTS" LF009 REDUCED PRESSURE BACKFLOW PREVENTER WITH STRAINER
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TD-1
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FW/FCO
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FD-1
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%%USANITARY ISOMETRICS
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N.T.S.
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PE-1
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C.O.
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C.O.
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1. WHERE PIPES, DUCTS AND OTHER COMPONENTS PASS THROUGH FIRE OR SMOKE RATED WALLS OR FLOORS, PROVIDE NON-ASBESTOS SEAL ASSEMBLIES CLASSIFIED BY U.L. TO PROVIDE FIRE BARRIERS EQUAL TO OR GREATER THAN THE TIME RATING OF THE CONSTRUCTION BEING PENETRATED, WITH APPROPRIATE MATERIALS AND SYSTEMS THAT COMPLY WITH APPLICABLE CODES AND THAT HAVE BEEN TESTED IN ACCORDANCE WITH U.L. 1479 OR ASTM E814. 2. GROUT, MORTAR OR GYPSUM BASED PRODUCTS SHALL NOT BE INSTALLED IN LIEU OF FIRESTOPPING MATERIALS AND U.L. SYSTEMS. 3. FOR SLEEVED PENETRATIONS, FIRESTOP ANNULAR SPACE, IF ANY, BETWEEN SLEEVE AND ADJACENT CONSTRUCTION TO MEET U.L. SYSTEM REQUIREMENTS. SEE NOTE 2 ABOVE. 4. THIS CONTRACTOR SHALL FIRESTOP ALL MISCELLANEOUS OPENINGS IN FIRE-RATED CONSTRUCTION RESULTING FROM HIS WORK. 5. CONTRACTOR SHALL PROVIDE SUBMITTAL DRAWINGS TO ARCHITECT, INCLUDING U.L. RATED SYSTEM NUMBER AND DETAIL FOR EACH TYPE OF PENETRATION AND CONFIGURATION. 6. THE FIRESTOPPING SYSTEMS ARE TO BE INSTALLED BY EXPERIENCED, MANUFACTURER TRAINED, AND UL CERTIFIED OR FM CERTIFIED PERSONNEL. 7. ALL FIRESTOPPING MATERIAL IS TO BE PROVIDED FROM A SINGLE MANUFACTURER FOR ALL APPLICATIONS. 8. CONTRACTOR SHALL CONSULT MANUFACTURER'S TECHNICAL EXPERTS FOR ASSISTANCE IN SELECTING APPROPRIATE FIRESTOPPING SYSTEM FOR EACH APPLICATION.
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2" VENT
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FIRST FLOOR
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4" US
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3" VENT
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FIRST FLOOR
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3" VENT
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1377
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DATE
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UONASPINA,
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OBERT
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V.
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DRAWING
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821 South Main Street, North Canton, Ohio 44720
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REVISIONS
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16 February 21
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330-494-9391 phone 330-305-5222 fax
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DATE
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E-56746
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2/16/21
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Complete Concrete, Inc.
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New Cold Storage Building For:
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9122 Ontario Street, N.W.
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Massillon, Ohio 44646
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DETAILS
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P-3
