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Home My WebLink About1555 IYANNOUGH ROAD - Health 1555 Iyannough Road/Route 132 Centerville ; A =-253 - 016 ZIN 1 l Town of Barnstable P#__ L4 9-9 1 g $ Departinent of Regulatory Services & ""NOVA" i Public Health Division Date tom. 200 Main Sheet,Hyannis MA 02601 Date Scheduled Time .�✓� � Fee Pd.�� 10-41 Soil Suitability Assessment for Sew a Disposal Performed By: A��ee;rlfq 2 V �!<6' 1 Witnessed By: �^ LOCATION&.GENERAL INFOR)YIATION Lneadon Addres 4C Owner's Name 1 U\31 f l O �, 11, k i�5 1`CAtJfJnJ64/�'` R�A� A, `fa Mf\ CClV Address Q.©. ��X ItW r` 05't•w"It :C 4kA 0").1655 sessor'eMap/Parcel: " MAQ a53/ F�1RC-�L 0tq Engineer's Name j QIA,•� -I�0 155C1 694A.3 f f .1114C . NEW CONSTRUCTION ._ REPAIR Telephone# _ Land Use* _ / A C,A N Slopes(96).5- d�o Surface Stones Distances from: Open Water Body. > Soo ft Possible WetArea> 40Q R Drinking Water Well ft Dialhage Way r ft Property Line 1 "1 ft Other g SKETCH:(Street name.dimensions of tot,exact locations of test boles&perc tests,locate wetlands in proximity to holes) PARCEL 17X CA 61 R OIMt IDLYUP i Ra-1 mrB 1 1 iI at t urRr 5 b r ' r 1 ' 1J11 I N 1 .4 'am UP a� �"� SYSTEM1 k Parent material(geologic) Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping from Pit VA0s Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL'HIGH WATER TABLE Method Used: _ Depth Observed standing in obs.hole: _ In, Depth to soli mottles: In.' Depth to weeping from side of obs,hole: In, Groundwater Adjuitment tt. Index Well-# Reading date, index Well lsye)r Adj.fhetar _.,^ Adj.dtwundwaterlxval PERCOLATION TEST Date .TIMG Z D Observation ___.L� Hole# j Time at 9" ..�,_. Depth of Pere ._, _T Time at 6" Start Pre-soak Tuna® —— Time(9"•6") End Pre-soak Rate Min./Inch 2' Site Suitability Assessment: Sito Passed_Z Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back ' ***If percolation test is to be conducted within 100, of wetland,you must first notify the Barnstable Conseir vation Division at least one(1)week prior to beginning. Q:ISEPTICIPERCFORM.DOC DEEP-OBSERVATION HOLE LOG Hole# Depth from Solt Horizon Soil Texture •-Shcl Color Soil• Other Surface(in.) (USDA) (Mansell) Mottling (Stnucture,Stones;Boulders. -64 DEEP OBSERVATION HOLE LOG Hole#•-•-, — Depth from Soil Horizon Sol I Texture Soil Color Soil Other Surface(la.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. S' �' E 4 4 DEEP OBSERVATION HOLE LOG Hole# : Depth from Soil Horizon Soil Texture Soil Color Soil Outer Surface(in.) (USDA) (Muuaell) Mottling (Structure,Stones,Boulders. ConslatenM lie 2 G -4'10;.� DEEP OBSERVATION HOLE LOG Hole# , Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. i y Flood Insurance Rate Map: Above 500 year flood boundary No" Yes- Within 500 year boundary No •, Yea Within 100 year flood boundary No. Yes Death of Nataralll QC Urd9ff PIEVlotta iK08rlal e as four feat of naturally occurring pervious mtiterlal exist in all areas observed throughout the Dos at least• Y Sp area proposed for the soil absorption system? Y d_S_ If not.what is the depth of naturally occurring pervious material?�,..�.. Ceict fiMgon I certify that on 6 e. (date)I have passed the soil evaluator examination approved by the Department of$nvtronmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and experience described in 10 CMR 15.017. J Signature Datt: , Q:WEFnCVERCPORM.DOC COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION r . TITLE 5 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 1575 Rt. 1 3 2 Hyannis Owner's Name:_ R. McDonough Owner's Address: 71 Center St H anni Date of Inspection: — c9 Name of Inspector: (please print)_Wi 1 1 i am F . Rnh i n Son Sr. Company Name: William E. Robinson Septic Service Mailing Address: P O Box 1089 Centerville MA Telephone Number: ( 0 g ) 7 7 5—g 7 7 6 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: (!Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fails Inspector's Signature: y - ' Date: The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health-,or DEP)within 30 days of completing this inspection.If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 611512000 page 1 . o Page 2 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 1575 R t. 1 3 2 Hyannis Owner: McDonough Date of Inspection: 1 — 1 3— 4 / Inspection S mary: Check A,B,C,D or E/ALWAYS complete all of Section D A. Syst Passes: I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or rep ' ed.The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. An er yes,no or not determined.(Y,N,ND)in the for the following statements.If"not determined"please ex ain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally ound,exhibits substantial infiltration or exfiltration or tank failure is imminent.System will pass inspection if the e isting tank is replaced with a complying septic tank as approved by the Board of Health. * metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance dicating that the tank is less than 20 years old is available. Dexplain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or o structed pipe(s)or due to a broken,settled or uneven distribution box.System will pass inspection if(with a roval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced explain: The system required pumping more than 4 tines a year due to broken or obstructed pipe(s).The system will p s inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: Page 4 of I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 1575 Rt. 1 3 2 Hyannis Owner: McDonough Date of Inspection: 1 *7 - ) —® 1 System Failure Criteria applicable to all systems:. u must indicate"yes"or"no"to each of the following for all inspections: Y No _ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool _ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool Liquid depth in cesspool is less than 6"below invert or available volume is less than''/2 day flow Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped Any portion of the SAS,cesspool or privy is below high ground water elevation. Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy is within a Zone 1 of a public well. Any portion of a cesspool or privy is within 50 feet of a private water supply well. Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is.free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form.] (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails.The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Lar a Systems: To be co sidered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd- You must dicate either"yes"or"no"to each of the following: (The follo ing criteria apply to large systems in addition to the criteria above) yes no e system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary.to a smface drinking water supply _ the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped one II of a public water supply well . If you hav answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in S ction D above the large system has failed.The owner or operator of any large system considered a significan threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.Th system owner should contact the appropriate regional office of the Department. 4 Page 3 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 1575 R t. 1 3 2 Hyannis Owner: McDonough Date of Inspection: C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is fai ing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. yytem will fail unless the Board of Health(and Public Water Supplier,if any)determines that the syst in is functioning in a manner that protects the public health,safety and environment: _ The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. _ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. _ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. _ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance **This system passes if the well water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form. 3 Other: 3 • Page6ofll OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Addrels�7 5 Rt. 1 3 2 Hyannis Owner: McDonough Date of Inspection: '')—/3—a I FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): Number of bedrooms(actual): '7 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): D Number of current residents:-447 Does residence have a garbage grinder(yes or no):Io Is laundry on a separate sewage system(yes or no):,U [if yes separate inspection required] Laundry system inspected(yes or no):,,?—_d Seasonal use: (yes or no): A,o Water meter readings, if available(last 2 years usage(gpd)): private—NA Sump pump(yes or no): A,,v Last date of occupancy: ?•-4 CO ERCIAL/INDUSTRIAL Type o establishment: Design ow(based on 310 CMR 15.203): gpd Basis o design flow(seats/persons/sgft,etc.): Grease ap present(yes or no):_ Industr' 1 waste holding tank present(yes or no): Non-s itary waste discharged to the Title 5 system(yes or no):_ Water eter readings, if available: Last to of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: 7 l S 9 9 Was system pumped as part of the ins ction(yes or no): /L o If yes,volume pumped: ons--How was quantity pumped determined? Reason for pumping: TYPY/OF SYSTEM Septic tank,distribution box,soil absorption system _Single cesspool _ _Overflow cesspool Privy _Shared system(yes or no)(if yes,attach previous inspection,records, if any) _Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight tank _Attach a copy of the DEP approval _Other(describe): Approximate age of all components,date installed(if known)and source of information: L� g Yvo 10 Were sewage odors detected when arriving at the site(yes or no)-,Z d 6 Page 5 of 1 I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 1575 Rt. 1 3 2 Hyannis Owner: McDonougYl Date of Inspection: Check if the following have been done.You must indicate"yes"or"no"as to each of the following: Yes No Pumping information was provided by the owner, occupant,or Board of Health _ Were any of the system components pumped out in the previous two weeks? Has the system received normal flows in the previous two week period? c/ Have large volumes of water been introduced to the system recently or as part of this inspection? Were as built plans of the system obtained and examined?(If they were not available note as N/A) J _ Was the facility or dwelling inspected for signs of sewage back up Was the site inspected for signs of break out? Were all system components,excluding the SAS, located on site? Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid, depth of sludge and depth of scum? ✓ _ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes/no ✓ Existing information.For example,_ g a plan at the Board of Health. _ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(3)(b)j 5 is Page 8 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 15 7 5 Rt. 13 2 Hyannis Owner: McDonough Date of Inspection: —t 3`o TIG or HOLDING TANK: (tank must be pumped at time of inspection)(locate on site plan) Depth b low grade: Material of construction: concrete metal fiberglass_polyethylene other(explain): Dimensions: Capacity gallons Design F low: gallons/day Alarm pi esent(yes or no): Alarm level: Alarm in working order(yes or no): Date of 1 ast pumping: Comme is(condition of alarm and float switches, etc.): DISTRIBUTION BOX: Z(ifent must be opened)(locate on site plan) Depth of liquid level above outlet invert: Comments(note if box is level and,distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): y l� PUHAMBER: (locate on site plan) PuE)me working order(yes or no): Alworking order(yes or no): Cos(note condition of pump chamber,condition of pumps and appurtenances,etc.): 8 `Page 7 of I l OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 1575 Rt. 1 3 2 Hyannis Owner: McDondlgh Date of Inspection: 7^6 3-9 1 BUIL G SEWER(locate on site plan) Depth belo grade: Materials f construction:_cast iron _40 PVC_other(explain): Distance om private water supply well or suction line: Comme is(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: 1/(locate on site plan) -- P ) Depth below grade: 2- Material of construction:_concrete_metal_fiberglass_polyethylene —other(explain) If tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy of certificate) Dimensions: `7 I '7 a ► 1 / ' Sludge depth: ly ." 4 6 " , Distance from top of sludge to bottom of outlet tee or baffle: �j 6 ' Scum thickness: S' Distance from top of scum to top of outlet tee or baffle: _ Distance from bottom of scum to bottom of outlet tee or baffle: r" How were dimensions determined: <3 Comments(on pumping recommendations, inlet and outlet tee or baffle condition,.structural integrity,liquid levels as related to outlet invert,evidence of.leakage,etc.): GREASE RAP:_(locate on site plan) Depth bel grade: Material o construction:_concrete_metal_fiberglass_polyethylene_other (explain): Dimensio s: Scum thi kness: Distanc from top of scum to top of outlet tee or baffle: Distanc from bottom of scum to bottom of outlet tee or baffle: Date o last pumping: Co ents(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as r ated to outlet invert,evidence of leakage, etc.): 7 Page 10 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 1575 Rt. 1 3 2 Hyannis Owner: McDonough Date of Inspection: SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks.Locate all wells within 100 feet.Locate where public water supply enters the building. �J s l v _ A 1 ` y � l .a 10 Page 9 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 1575 Rt. 1 3 2 Hyannis Owner: McDonough Date of Inspection: 6 1 SOIL ABSORPTION SYSTEM(SAS): (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number:�. leaching chambers,number: leaching galleries,number: leaching trenches,number, length: leaching fields,number, dimensions: overflow cesspool,number: innovative/altemative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding,damp soil,condition of vegetation, etc.): do ^ L bv. 0az lug/ 1 CESSP LS: (cesspool must be pumped as part of inspect ion)(locate on site plan) Number an configuration: Depth—top of liquid to inlet invert: Depth of sol ds layer: Depth of scu layer: Dimensions f cesspool: Materials of onstruction: Indication of groundwater inflow(yes or no): Comments( ote condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): PRIVY: (locate on site plan) Materials o construction: Dimension Depth of s lids: Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): 9 Page 11 of l l • OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 1575 Rt. 1 3 2 Hyannis Owner: McDonough Date of Inspection: `7`13—a Z SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water feet Please indicate(check)all methods used to determine the high ground water elevation: ts ained from system design plans on record-if checked,date of design plan reviewed: erved site(abutting property/observation hole within 150 feet of SAS) hecked with local Board of Health-explain: Checked with local excavators, installers-(attach documentation) Accessed USGS database-explain: You must)describe/how you established the high ground water elevation: ) b l/Z Y ` w I1 Citizen Web Request Page 1 of 3 .ur.: +.: � .;' r M _ 7- _ ;ram ,.�� - _ oil ,Y r iy.' �_a J"_r"rlit -Cr Logged In Citizen Request Management Monday, A TOWN\morganm ga Route to Users Search Requests Create Requests Request Information Request ID: 20769 Created: 3/12/2007 8:55:06 AM Status: Closed Assigned To: Morgan, Meredith Health Office Anonymous: No Request Category: Chapter II : Housing Substandard Estimated 3/14/2007 Change Estimated Feb March 2007 Apr Completion Completion Date: Date: Sun Mon Tue Wed Thu Fri Sat 25 26 27 28 1 2 3 4 5 6 1 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 1 3 1 4 1 5 6 1 7 Created By: McKean, Thomas Priority: Medium Health Office Citation Numbers: Re r questo Information Requestor Centerville, Ma 02632 Request Parcel Number Map: 000 Block: 000 Lot: 000 Unit 8 is full of trash and garbage. FRancis Pulsifer of the C-O-MM Fire Department requests a joint Parcel Lookup inpection. Please call at the Fire Department to set-up an O;1ts 3 , C) inpsection 508790-2375 Xi. http://issgl/intemalwrs/WRequest.aspx?ID=20769 4/2/2007 Citizen Web Request Page 2 of 3 Email: Track Request Progress Request Work History: Internal Note History: Entered on 3/13/2007 8:24:43 AM Entered on 3/12/2007 8:54:34 AM by Morgan, Meredith by McKean, Thomas 3/12/07 1:25 p.m. inspected by MM, TO, This complaint did not come to us in the and COMM inspector McNeilly: At the time of standard manner. The Fire Department should inspection we found the apartment to be full of be calling the main number at 862-4644 to trash and clutter obstructing a proper exit from report any complaints. the unit in case of emergency. Tenant will be moving out of property within 2 to 3 weeks. A System entry on 3/12/2007 8:54:34 AM: follow up inspection has been schelduled for Monday 3/19/07 to ensure all trash has been Assigned to Morgan, Meredith removed and clutter has been cleared as to provide an easily accessible exit. System entry on 3/20/2007 8:16:31 AM: Entered on 3/20/2007 8:16:31 AM Request Closed by morganm by Morgan, Meredith 3/19/07 1:35 p. m. reinspection conducted by MM. Tenant had removed all trash from apartment and cleared out a significant amount of collected clutter. A clear exit had been provided from bedroom and living area to front door. Tenant is moving from property in 1 to 2 weeks. Enter work progress: Enter internal note: (Viewed by everybody) (Viewed internally only) ill i Spell Check Spell Check Add document or image link: Browse... http://issql/intemalwrs/WRequest.aspx?ID=20769 4/2/2007 Citizen Web Request Page 3 of 3 * You can also type in a folder name to see everything in the folder Current Links: Time worked on request 0.25 Response time: !4. 55 * Time entries are in hours. Examples of time entries:. 1.25, 0.5, 0.75, 1, 3.5, 0.25, 0.10 * Response time: Measured from the creation date to your first actions on the request. * Do not include nights, weekends, and holidays in response time for most departments. (-- Reopen C Reopen and notify citizen Reopen 11 Public Use: Printer Friendly Version Internal Use: Printer Friendly Version i http://issql/intemalwrs/WRequest.aspx?ID=20769 4/2/2007 CENTERVILLE-OSTERVILLE-MARSTONS MILLS FIRE DISTRICT DEPARTMENT OF FIRE-RESCUE&EMERGENCY SERVICES 1875 Route 28-Centerville, MA 02632-3117 1926 508-790-2375 x1 • FAX: 508-790-2385 John M.Farrington,Chief Martin O'L.MacNeely, Fire Prevention Officer Craig E.Whiteley,Deputy Chief Francis M. Pulsifer, Fire Prevention Officer February 6, 2007 Mr. Thomas McKeon Director- Health Department 200 Main Street Hyannis, MA 02601 Dear Director McKeon: Pursuant to MGL Chapter 148 Section 28A, I am making you aware and request your interpretation of potential health code violations at: 1555Iyannough Road Unit 8 Centerville, MA 02632 Following an emergency incident at this address, emergency response personnel r notified the fire prevention division that Unit 8 was full of trash and garbage and noted unsanitary conditions. There are also suspected fire code violations at this same address. We are requesting a joint inspection with your department to investigate these conditions. Please contact our office as soon as possible to schedule a mutually convenient time to investigate the matter. Please feel free to contact me with any questions relative to this incident at 508- 790-2375 Ext. 1, Monday through Friday,between 8:00 a.m. and 4:00 p.m. Respectfully, Francis M. Pulsifer Fire Prevention officer "Commitment to Our Community" VE I P RO January 11, 1999 Mr. Thomas McKean, Health Agent Town of Hyannis 367 Main Street Hyannis, MA 02601 Reference: Availability of Response Action Outcome Statement Immediate Response Action for Hydraulic Oil Release Southwest Side of Route 132, Opposite Utility Pole 150/86 Hyannis, MA 02601 DEP Release Tracking Number 4-14312 Dear Mr. McKean: ENPRO Services, Inc. (ENPRO) is sending you this notification on behalf of our client, Bell Atlantic, pursuant to the Massachusetts Contingency Plan section 310 CMR 40.1400 (Public Involvement). A Class A-1 Response Action Outcome Statement has- been submitted to the Massachusetts Department of Environmental Protection for a release of hydraulic oil at the above referenced address. The Response Action Outcome Statement indicates: - Hydraulic oil levels have been reduced to a condition of no significant risk of harm to health, public welfare, safety, and the environment; - A permanent solution has been achieved at the site; - The level of hydraulic oil contamination at the site has been reduced to background concentrations; and, - No Activity and Use Limitations are required to maintain a condition of No Significant Risk. Additional information regarding this site is available at the Massachusetts Department of Environmental Protection, Southeast Regional Office, 20 Riverside Drive, Lakeville, Massachusetts, 02347 filed under Release Tracking Number 4-14312. ENPRO Services, Inc. 12 Mulliken Way,Newburyport,MA 01950 35 Rigby Road,South Portland,ME 04116 (800) 966-1102-24 Hours FAX (978) 465-2050 (888) 367-6660-24 Hours FAX (207) 773-6693 EN If you have any questions regarding this site, please contact the undersigned at (978) 465-1595. Sincerely, ENPR ervices, Inc. Geoffrey A. Brown Environmental Engineer/Project Manager cc: Massachusetts Department of Environmental Protection 20 Riverside Drive Lakeville, MA 02347 Mr. Ed McGrath, Environmental Specialist Bell Atlantic 4 Bennett Street Wakefield, MA 01880 Mr. James Tinsley, Town Manager Town of Hyannis 367 Main Street Hyannis, MA 02601 Gab369.doc ENPRO Services, Inc. 12 Mulliken Way,Newburyport,MA 01950 35 Rigby Road,South Portland,ME 04116 (800)966-1102-24 Hours FAX (978) 465-2050 (888) 367-6660-24 Hours FAX (207) 773-6693 ,r by EN PRO January 11, 1999 Mr. James Tinsley, Town Manager Town of Hyannis 367 Main Street Hyannis, MA 02601 Reference: Availability of Response Action Outcome Statement Immediate Response Action for Hydraulic Oil Release Southwest Side of Route 132, Opposite Utility Pole 150/86 Hyannis, MA 02601 DEP Release Tracking Number 4-14312 Dear Mr. Tinsley: ENPRO Services, Inc. (ENPRO) is sending you this notification on behalf of our client, Bell Atlantic, pursuant to the Massachusetts Contingency Plan section 310 CMR 40.1400 (Public Involvement). A Class A-1 Response Action Outcome Statement . has been submitted to the Massachusetts Department of Environmental Protection for a release of hydraulic oil at the above referenced address. The Response Action Outcome Statement indicates: - Hydraulic oil levels have been reduced to a condition of no significant risk of harm to health, public welfare, safety, and the environment; - A permanent solution has been achieved at the site; - The level of hydraulic oil contamination at the site has been reduced to background concentrations; and, - No Activity and Use Limitations are required to maintain a condition of No Significant Risk. Additional information regarding this site is available at the Massachusetts Department of Environmental Protection, Southeast Regional Office, 20 Riverside Drive, Lakeville, Massachusetts, 02347 filed under Release Tracking Number 4-14312. ENPRO Services, Inc. 12 Mulliken Way, Newburyport, MA 01950 35 Rigby-Road, South Portland, ME 041.16 (800) 966-1102-24 HOLWS FAX (978) 465-2050 (888) 367-6660-24 Hours FAX (207) 773-669:,, i J /EMNPRO If you have any questions regarding this site, please contact the undersigned at (978) 465-1595. Sincerely, ENPRO 'ervices, Inc. Geoffrey A. Brown Environmental Engineer/Project Manager cc: Massachusetts Department of Environmental Protection 20 Riverside Drive Lakeville, MA 02347 Mr. Ed McGrath, Environmental Specialist Bell Atlantic 4 Bennett Street Wakefield, MA 01880 Health Agent Thomas McKean Town of Hyannis 367 Main Street Hyannis, MA 02601 Gab369.doc ENPRO Services, Inc. 12 Mulliken Way, Newburyport, MA 01950 35 Rigby Road, South Portland,ME 04 (800) 066-1102-24 Hours FAX (978) 465 2050 (888) 367-6660-24 Hours FAX (207) 773-66 s"s5� 115 l AT ION S E W A c E FURMIT NO. -VI LLAc � I/NSTA LLER'S NAME IL ADDRESS��Al M DE-IROS VK" p-�,t�"".--�er¢.A�I,�5�7.� �� _ ou�P�..�,�,&�� d� `�3a,11,d..�rza�•� _ 142\Co porafE®a Street im OWNER ct.n-,� ss;773-U,.52ur 1711 2- DATE PERMIT ISSUED �--- 0ATE CONlPI. IANCE ISSUED ,/ t� -7 tV- TUWN OF BARNSTABLE LOCATION 1J -7S Pi 13 SEWAGE.# VILLAGE � LivJ ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. Qe�yMge r S@ pE;c. 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RE AN ii ll r l 'li Y x r ,yS k'i a: r 'S arr - °� � . # t• k a 73 3 F I \\\ f. \...... Y r, k �t �a 3�� € �r'✓•,!"»`y"m,,a}€3 r#„ r}. -. 3 �- >� #3 z >.�� p•�,�P IY�r y s � : �'�» � � � �.�., . r ,��a �: 3 �� Y. _r y it !� a 'yb /i W 3fr Y)�� '3 y6.s� 4 - b 3I" G €P 1`v".n'.. .#Fb •� iN r t i��^�•3 �' �"% T �. ! i!! 4 n x b t 0 5 Dx 'S £ 3'3. yfP;. #,., !'�' Y #" wit \ \ r;,lyIM : -'V 33! I d ti! :''f✓ w733" zzi, &- ry^^—"" t tt\ ✓,' is,5� t s r 3 55„•` ; ! , Y �" ,.. \` fi ! °# 3 ,& � I31V ..+".�'f �•✓/i`�� f.J �f'�i�js�, !a n r �'A' 's7�1 ds p I 3 rfl i t�� iyP #�n .. r��- s r,. ;J/ t v ,f, ""-�; e � � �, rim �� 3 � � �rr�� .� x sue,---''' � �y, •'�f./ �l4;�✓ II �.:t \'� .✓: t ,r` z °„" i d.. a P" I \ 5 ✓ a- - 7 %Iv Y v 136 �a K; J f # 1-7 I \ i \`L..?�+�1" `t��\ �" 3 F W3 •`� �. �'"� s. �.fl ,Eb'' �,�'y\\\\\\\ ,sill 1\ /.rt1�1 k..�\\ �^, -j" --tip* r - `.r, \ �\ -. ` r \ � R F ice` � .+,# 3 '.A�\ i� Ii � 8� �..n'e'...T�_• N .kf tip a COMMONWEALTH OF MASSACHUSETTS t EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS 7 d DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE e,, 5�•v ARGEO PAUL CELLUCCI TRUDY COXE Governor Secretary DAVID B.STRUHS Commissioner Os (OPY URGENT LEGAL MATTER: PROMPT ACTION NECESSARY CERTIFIED MAIL: RETURN RECEIPT REQUESTED November 12, 1998 Mr. Ed McGrath RE: BARNSTABLE-BWSC/ER Environmental Manager . Route 132 opposite Bell Atlantic Pole 150/86 , 4 Bennett Street RTN# 4-14312 Wakefield,. Massachusetts 01880' NOTICE OF' RESPONSIBILITY' M.G.L. c. 21E, 310 OM"4 O k0000 , ATTENTION: ~Mr. Ed McGrath On November 6, 1998, at 10 :25 A.M, the Department of Environmental Protection (the "Department" ) received oral notification of a release and/or threat of release of oil and/or hazardous material at the above referenced location which requires one or more response actions . Approximately fifty (50) gallons. of hydraulic fluid was released when the hydraulic line broke on a Bell Atlantic utility truck. The Massachusetts Oil and Hazardous Material Release Prevention and Response Act, M.G.L. c. 21E, and the Massachusetts Contingency Plan (the "MCP" ) ., 310 CMR 40 . 0000, require the performance of response actions to prevent harm to health, safety, public welfare and the environment which may result from this release and/or threat of release and govern the conduct of such actions. The purpose of this notice is to inform you of your legal- •responsibilities :. under State law for assessing and/or remediating the release at this property. For purposes of this. Notice of Responsibility,,:' thei,terms and phrases used herein shall have the meaning ascribed to -such . terms.-and phrases by the MCP unless the context cl'early' indicates `otherwise. Irc -r ~,rii 20 Riverside Drive-Lakeville,Massachusetts 02347• FAX(508)947-6557•Telephone(508)946-2700 This information is available in alternate format by calling our ADA Coordinator.at(617)574-6872. DEP on the World Wide Web: http://www.magnet.state.ma.us/dep ��Printed on Recycled Paper 2 The Department has reason to believe that the release and/or threat of release which has been reported is or may be a disposal site as defined by the M.C.P. The Department also has reason to. believe that you (as used in this letter, "you" refers to Bell Atlantic) are a Potentially Responsible Party (a "PRP") with liability under M.G.L. c . 21E §5, for response action costs . This liability is "strict" , meaning that it is not based on fault, but solely on your status as owner, operator, generator, transporter, disposer or other person specified in M.G.L. c.21E §5 . This liability is also "joint and several" , meaning that you may be liable for all response action costs incurred at a disposal site regardless of the existence of any other liable parties. The Department encourages parties with liabilities under M.G.L. c.21E to take prompt and appropriate actions in response to releases and threats of release of oil and/or hazardous materials . By taking prompt action, you may significantly lower your assessment and cleanup costs and/or avoid liability for costs incurred by the Department in taking such actions . -You may also avoid the imposition of, the amount. of or reduce certain permit . and/or annual compliance assurance fees payable- under - 310 CMR - 1.4 . 00 . Please refer to M.G.L. c.21E for a complete description of potential liability. - For your convenience, a summary of<-iiability under 'M.G.L. c.21E is attached to this notice. You should be aware that you may have claims against third :: parties for damages, including claims . for I contributiQn.. or reimbursement . for the costs of cleanup. Such claims do not. exist indefinitely but are governed by laws which establish the time allowed for bringing litigation. The Department encourages you to . take any action necessary to protect any such claims you may have against third parties . At the time of oral notification the Department approved the following Immediate Response Actions : • Deployment of absorbent materials to contain the release. • Removal of up to ten (10) cubic yards of contaminated soil . ACTIONS REQUIRED Additional submittals are necessary with regard to this notification including, but not limited to, the filing of a written IRA Plan, IRA Completion Statement and/or an RAO statement . The MCP requires that a fee of $750 .00 be submitted to the Department when an RAO statement is filed greater than 120 days from the date of initial notification. Specific approval is required from the Department for the implementation of all IRAs,- and Release Abatement Measures (RAMs) pursuant to 310 CMR 40 . 0420 and 310 CMR 40 . 0443 , respectively. Assessment activities, the construction of a fence and/or the posting of signs are actions . that are exempt from this approval requirement . In addition to oral notification, 310 CMR 40 . 0333 requires that a completed Release Notification Form (BWSC-103, attached) be 3 submitted to the Department within sixty (60) calendar days of October 29, 1998 . You must employ or engage a Licensed Site Professional (LSP) to manage, supervise or actually perform the necessary response actions at this site. The Department has David Cowie with ENPRO as the LSP of record for this site. Unless otherwise provided by the Department, potentially responsible parties (11PRPIs11 ) have one year from the initial date of notification to the Department of. a release or threat of a release, pursuant to 310 CMR 40 . 0300, or from the date the Department issues a Notice of Responsibility, whichever occurs earlier, to file with the Department one of the following submittals : (1) a completed Tier Classification Submittal; (2) a Response Action Outcome Statement or, if applicable, (3) a Downgradient -Property Status . The deadline for either of the first two submittals for this disposal site is November 6, 1999 . If required by the MCP, a completed Tier I Permit Application must also accompany a Tier Classification Submittal . . This site shall not be deemed to have had all the necessary and required response actions taken unless and until all substantial hazards presented by the release and/or threat of release have been eliminated and a level of No Significant Risk exists or. has—been achieved in compliance with M.G.L. c.21E and the MCP. If you have any questions relative to this notice, please contact Julie J. Hutcheson at the letterhead address or at (508) 946-2852 . All future communications regarding this release must reference the following Release Tracking Number: 4-14312 . Very truly yours, F o r• Richard F. Packard, Chief Emergency Response / Release Notification Section P/JJH/re CERTIFIED MAIL NO. Z 539 134 334 RETURN RECEIPT REQUESTED Attachments : Release Notification Form; BWSC-103 and Instructions Summary of Liability under M.G.L. c .21E CC: Board of Selectmen Town Hall, 367 Main St . Hyannis, MA 02601 Board of Health Town Hall, 3.67 Main St . Hyannis, MA 02601 4 Cc: Fire Department 95 High School Road Hyannis, MA 02601 7 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECT FdtS4) Address of property Owner's name Bch ^+ ln( L,)C,) CV'J h Date, of Inspection PART A CHECKLIST . �. . Check- if the following have been done: Pumping information was requested ofthe owner, ' occupant, and Board of Health. 'None 'of the system components have been pumped for at least two weeks and the system has been receiving normal flow . rates during that period. ' Large volumes of water have not been introduced into the "system ,recently or as part of this inspection. , As. built plans have been obtained and examined. Note If they are not available with ,N/A. :,The facility or dwelling was inspected for signs of sewage back-up. The site. was- inspected for: signs of breakout. ✓ All system components, excluding the SAS, have been located on the ..site. ► ,The septic tank manholes were" uncovered; ;opened, and the interior 'of -the septic tank was inspected for .condition of baffles or tees, -material of construction, dimensions, depth of liquid,,. depth of :.sludge, depth of scum: The size and location of the SAS on the site has been determined based on existing information or approximated by non-intrusive methods. kl ' i y owner (and occupants , f different from owner) were 'The facility p provided with information on the, proper maintenance of SSDS.' ,, - - 8 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B - SYSTEM INFORMATION FLOW. CONDITIONS If residential number of bedrooms number of current residents M0 garbage- grinder, yes or no laundry connected to system., yes or no seasonal use, yes or no If nonresidential', calculated.. flow: Water meter readings, if available: Last ' date of occupancy GENERAL INFORMATION Pumping records and'.source of information N'!A -yg.5- System pumped as part of inspection, yes or no if yes, volume pumped 2y �> Reason , for _pumping: S`f os ed ,n,a,, 4 ,1;tir` r, Type of system Sep tic tan k d pis / istribution box/soil absorption system .Single cesspool Overflow cesspool Privy Shared system (yes or' .no) (if yes, attach previous inspection records, if any) Other. (explain) Approximate age of all components . Date installed,. if known. Source of inform tion: tVC Sewage odors detected when arriving at the site, yes or no SUBSURFACE. SEWAGE DISPOSAL SYSTEM INSPECTION 'FORM PART B SYSTEM INFORMATION continued . SEPTIC ,TANK V (locate -on site plan) depth below grade:- material, of construction: V concrete metal FRP other(explain) dimensions: sludge depth jcj5LL distance from top of sludge to bottom of outlet tee or baffle lo%' scum thickness distance from - top of .scum to top of outlet tee or baffle distance from bottom of scum to bottom -of "outlet tee or baffle Comments: (recommendation for pumping condition of inlet and outlet tees or baffles, depth of liquid level in relation to -outlet invert, structural integrity, evidence of .leakage, recommendations for repairs, etc. ) W,,iVe_r S,00g13 - 010- DISTRIBUTION BOX: (locate on site plan) depth of liquid level above outlet invert Comments: .(note if level and distribution is equal , evidence of solids carryover, evi��l1eRRce of kage into qqr out. of box, ,recommendation for repairs, etc. ) PUMP. CHAMBER (locate on site plan) pump:ns .in working o yes' or no Comments: (note condito of pump" chamber, condition of pumps and appurtenances, . recommends for maintenance or. repairs, etc. ) , ,. SUBSURFACE SEWAGE DISPOSAL' SYSTEM INSPECTION FORM PART B SYSTEM INFORMATION continued SOIL. ABSORPTION SYSTEM (SAS) :. (locate on site plan, if possible ; excavation not required, but. may be approximated by non-intrusive methods.) If not determined to be present, explain: Type. leaching pits and number leaching chambers and .,number leaching galleries and number .leaching trenches, number, length leaching fields, number., dimensions overflow cesspool , number Comments: (.note condition of soil , signs of hydraulic failure, level of ponding, condition of vegetation, -recommendations for maintenance or repairs, etc. ) 0 t„ �� ar �T��vr2 �� i�1�Oc•c��n �T D . CESSPOOLS. (locate on site plan) : - number and configuration depth-top of liquid. to inlet invert depth, of solids layer depth . of scum layer, 'dimensions ' of' cesspool materials of . construction indication .of groundwate inflow (cesspool mus a pumped as part of inspection Comments: (note 'condition of soil , signs of hydraulic failure,. level of ponding, condition of. vegetation, recommendations .for maintenance or repairs, etc;< ) PRIVY: � \ (locate on site plan) materials of. construction / dimensions- depth of solids ,, Comments: (note condition of soil , signs of hydraulic failure, hevel ,of ponding, condition of vegetation, recommendations for maintenance or repairs,-etc. ) i SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART $ SYSTEM , INFORMATION continued , SKETCH OF SEWAGE CZSPOSAL 'SYSTEM:.' include, ties to at least two permanent references landmarks or benchmarks locate all wells within 100! PTA TO' GROUNDWATER AIP depth to groundwater • method .of determination or approximation: SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION, FORM PART C FAILURE CRITERIA Indicate yes, no, or not determined (Y, .N, or ND) . Describe basis of determination in all instances. If "not determined" , explain why not) Backup of .sewage into facility? 1� Discharge. or ponding of, effluent to the surface of the ground or surface waters? Static liquid level in the distribution box above outlet invert? Liquid depth ,in. cessp6ol <6" below invert or available volume< 1/2 d, flow? Required q pumping 4 times or more in the last. year? , number of times ,pumped 1J - Septic tank is metal?cracked? structurally unsound? substantial infiltration? substantial exfiltration? tank failure imminent? Is any portion of' the SAS, cesspool or privy: below the high groundwater elevation? within. 50 feet. of a surface water? within 100 feet of a surface water supply or tributary to a surface water supply? _ 1L within a Zone I of a public well? within 50 feet of a bordering vegetated wetland or salt marsh (cesspools and .pr. vies only, not the SAS) ? N within 50 feet of a private water supply well? less than 100 feet .but greater than 50 "feet from a private water supply well with no acceptable water quality analysis? If the well has been analyzed to be , acceptable, attach copy .of well water a•nalys, for coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. TOWN OF _ _ BOARD OF HEALTH _ SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART D CERTIFICATION — -TYPE OR PRINT CLEARLY,- 'PROPERTY INSPECTED , STREET ADDRESS S f 13' ASSESSORS MAP$ BLOCK AND PARCEL # OWNER' s NAME, . _---PART D - CERTIFICATION NAME OF INSPECTOR l��l l;r� n-� ke► ,nS0 COMPANY NAMEC COMPANY ADDRESS y.I t; P_ EI 1-i) +(�0,��:� .'Af+ Street Town or City State LIP COMPANY TELEPHONE ( S'Ok3 c) FAX CERTIFICATION STATEMENT I certify .that T have personally inspected the sewage disposal system a- this address and that. the information reported is true , accurate,. and ' complete as of the time of inspection . The inspection, was performed and any. recommendations regarding i,Ipgrade , maintenance , and repair are consistent 'with. my training and experience in' the proper function and maintenance of on . site -.%ewage disposal systems ; Che k one : 1 System PASSED - The inspection which I have conducted has not. found any info-rmation which indicates that the . system fails to . adequately protect public. health ' or the environment as defined. .in 310 CMR 15 . 303 . Any .failure .- arecriteria not. eva'luate ae as stated in the FAILURE CRITERIA section of this form . System FAILED* The inspection 'whi'ch I have .,co.nd tic ted has found that the system fails tt protect the public health and the environment in accordance with 'Title 5 , 3.10 CMR 15 . 303 , and as specifical.l"y noted on PART C FAILURE CRITERIA of this inspection form,. Inspector Signature (, -t9Tr,. ti Date W D _ One copy of. thi:s certification must be provided to the OWNER, -the I3UYEIt ( where applicable) and the BOARD. OF HEALTH. * If the inspection FAILED, the owner, or operator shall upg-rade the system within one year of the date of the inspect"ion , unless allowed or required otherwise as provided. in 310 ;CMR 15 . 305 . partd.do; r. i �t i��i ..r•�� 1-�.f. 1 �`.• - i f ,�ti .Y�1t. f t•c;c�'i�+ j0) � ,Arl � . n r. o -rr (7rh�j� y.,� � t9 ,gyp I 1 + 1 •,4 (t ' �t r 11-1 Ic.l•t �I/31,Vr,D 1 / ,fb� ��+� fir 1 4'�i.. r, .7•. U " 'n ,�l)�YR; w,�„ �• T TAB �'(, I. > 71 r `r ! IX Y•r , yr' i r yam. z , +��' �• � ; -,:; � �`� }iAt?CT;�Tr b.'a J��b r�?e •c'Qrz�G� :C�Wcv:•. - :;;• . try- vi• ,. isi _. (�PJ L r U1`"�b <r-�`.►1 ~t r '( OTti �o•FR.x':, t' I'•�itr ��, r , ref ,!'• t ,�iW� h. WAY rJE1Gkl.OoV144rJ. \ r 'rF ` 4 ,.,• , ,,•r,.'r •i /Y 1.c7c r•�"fi iYY r►t r,. r}•�r+'Al� "1'ti upl 11 j i.►�7-'.a' 71�.i.'.�' - '}�'�� It ('- I�•�t,.,ji. t 1r. ,�i, n :,� n ftiF1'.f'I�U or ,,'' '. ': r 24! r.ptA.', ('i,Atjviou L0C.AIT \-',, �( /:,PI ,n r.i ;'r• �: ( �,!`,,'f. ri'F(7. 1U )rJ LU111*J,)PG. � `h�,i 1•:.)1 'r I ,: r .� i� r (11r �'•13G1.j( •vtijlpt�.�ti,�V�h„V r�.'.)►Jk ' r II . NEW OFFICE BUILDING ;-oD 6,5 AT LAKESIDE COMMONS S7 �._ RTE�h32 . BARNSTABLE;�MA Ulu MEN -15 mpw�!!p qjs 000 0 0 W0 � ARCHITECTS BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC, 203 WILLOW STREET SUITE A YARMOUTHPORT,MA.02675 TEL. (508)362-6382 FAX. (508)362-2828 SE a.ARCH - STRUCTURAL ENGINEERINGc3��j E-Rqe TFc� ALLEN & MAJOR ASSOCIATES, INC, 100 COMMERCE WAY,WOBURN,MA.01888-0118 No. 1o563 TEL. (781)935-6889 FAX. (781)935-2896 O W2PlSTABLE, y CONSULTING CIVIL ENGINEERSo BSC GROUP P 657 MAIN STREET,UNIT 6,W.YARMOUTH,MA.02673 8 TEL. (508)778-8919 FAX. (508)778-8966 ISSUED FOR CONSTRUCTION € r� a 11 . 18.2008 fan �3 L m r s SE�p��Cy/ , l ABBREVIATIONS SYMBOLS SCHEDULE OF DRAWINGS R49o� AS ANCHOR BOLT HGT. HE16PT '<k� NORTH ARROW ram. A.F.F. ABOVE. FINISH FLOOR H.M. HOLLOW METAL TI TITLE SHEET hA No. 10563 ACT. ACOUSTICAL TILE INSUL. INSULATION SECTION INDICATOR AO. I PROJECT DATA SHEET 4�- LETTER IN TOP HALF OF CIRCLE AO.2 CODE SUMMARY 8 EGRESS LAYOUTS WNSTABLE, �- ALUM ALUMINUM INT, INTERIOR INDICATES THE SPECIFIC SECTION. O' h - ANOD ANODIZED JT. JOINT A3'I THE NUMBER AND LETTER IN THE CI TITLE SHEET .rJ AT LAG. LAG BOLT BOTTOM HALF INDICATES THE DWG. C2 EXISTING CONDITIONS - No. WHICH THE SECTION APPEARS C3 SITE PLAN B5MT BASEMENT LAM. LAMINATE C4 LAYOUT PLAN TN O BIT BITUMINOUS LAV. LAVATORY _ + 45.5 NEW SPOT ELEVATION C5 GRADING PLAN C6 UTILITY PLAN BLK BLOCK L. LENGTH 45.5 E EXISTING SPOT ELEVATION C7 SEPTIC PLAN C8 DETAIL SHEET 1 OF 4 BLKG BLOCKING MFR. MANUFACTURER /��45 NEW CONTOURS w `�n BOTT BOTTOM M.O. MASONRY OPENING ,- CI DETAIL SHEET 2 OF 4 __-'45 EXISTING CONTOUR CIO DETAIL SHEET 3 OF 4 A a S.O.W BOTTOM OF WALL MAT. MATERIAL CII DETAIL SHEET 4 OF 4 `? LEVEL LINE OR WORKING POINT 0 BM BEAM MAX. MAXIMUM AI.I FIRST FLOOR PLAN O BLDG BUILDING MECH. MECHANICAL o-- COLUMN COORDINATES O REFERENCE AI.2 SECOND FLOOR PLAN U GRID LINES AI.3 ROOF PLAN U LL CPT CARPET MIN. MINIMUM AI.4 FIRST O SECOND CORE REFLECTED CEILING PLANS CSMT CASEMENT MTD. MOUNTED -0 ROOM NUMBER A2.1 BUILDING ELEVATIONS LL B CK CAULK(ING) NO. NUMBER O DOOR NUMBER A2.2 BUILDING ELEVATIONS CLG CEILING NOM. NOMINAL O A3.1 BUILDING SECTIONS h V WINDOW TYPE A4.1 WALL SECTIONS Z CLOS CLOSET N.I-C. NOT IN CONTRACT A5.1 ARCHITECTURAL DETAILS ®--- WALL TYPE AG.1 WALL TYPES Z N COL COLUMN N.T.S. NOT TO SCALE A7.1 ROOM O DOOR SCHEDULE, ELEVATIONS B DETAILS U a o CONC CONCRETE O.G. ON CENTER 9 A7.2 WINDOW SCHEDULE, ELEVATIONS 8 DETAILS Z�_ B CMU CONCRETE MASONRY UNIT OH. OVERHEAD INTERIOR ELEVATION NUMBERS ?i= INDICATE ELEVATION NUMBER 8 50.1 STRUCTURAL SCHEDULES, LEGEND, 8 INDEX CONST CONSTRUCTION OPNG. OPENING B A6,1 b LETTER INDICATES THE DRAWING 50.2 STRUCTURAL NOTES 8 SPECIFICATIONS m 6 Iz 0 CONT CONTINUOUS PNT. PAINT WHERE THE ELEVATIONS ARE 50.3 STRUCTURAL NOTES 8 SPECIFICATIONS �c x 7 LOCATED 51.0 FOUNDATION PLAN 5 CJ CONTROL/CONSTR. JOINT PTD. PAINTED 52.1 SECOND FLOOR FRAMING PLAN ISO %02 GTSK COUNTERSUNK PNL. PANEL QI REVISION MARK 52.2 ROOF STEEL FRAMING PLAN DET DETAIL PART. PARTITION 52.3 ROOF TRUSS FRAMING PLAN 53.1 FOUNDATION DETAILS DIA DIAMETER PL. PLATE 53.2 FOUNDATION DETAILS DIM DIMENSION PLAS. PLASTER CONCRETE - PLAN OR SECTION S4.1 STEEL FRAMING ELEVATIONS S4.IA STEEL FRAMING ELEVATIONS DR DOOR P.LAM. PLASTIC LAMINATE ® BRICK - PLANS OR SECTIONS 54.2 FRAMING DETAILS DH DOUBLEHUNG PLBG. PLUMBING CONCRETE BLOCK PLANS OR 54.3 FRAMING DETAILS DRWR DRAWER PLYWD PLYWOOD SECTIONS 54. FRAMING DETAILS 5 54.5 FRAMING DETAILS DWG(5) DRAWING(5) P.T. PRESSURE TREATED PLYWOOD DF DRINKING FOUNTAIN O.T. QUARRY TILE DW DISHWASHER REQ'D REQUIRED ME STEEL, LARGE SCALE UI (n CV Z M ELEC ELECTRIC(AL) REF. REFIGERATOR � ROUGH LUMBER Z. r Q EL. ELEVATION REV. REVISIONS O C ELEV. ELEVATOR R. RISER ® FINISH LUMBER ccCLLjG EMER. EMERGENCY R.D. ROOF DRAIN = G C J INSULATION - RIGID EQ. EQUAL RM. ROOM W 0 ILD m EXIST EXISTING R.O. ROUGH OPENING INSULATION - BATT U OR EXG. SECT. SECTION V EARTH LL. r�— z E.J. EXPANSION JOINT SCHED. SCHEDULE LL 0 EXP. EXPOSED SPEC. SPECIFICATIONS COMPACT GRAVEL 0 co- -- EXT. EXTERIOR SL. SIDELIGHT LLJ Ln coFIN. FINISHED STD. STANDARD WELDED WIRE MESH w F.A. FIRE ALARM SOP SNELFBPOLE PROPERTY LINE Lu r— F.B.O. FURNISHED BY OWNER STL. STEEL CENTER LINE F.E. FIRE EXTINGUISHER SUSP. SUSPENDED FL. FLOOR(ING) TPK. THICK FLUOR. FLUORESCENT TOB. TOPOBOTTOM FT. FOOT TOG TONGUEOGROOVE FTG. FOOTING T.O.F. TOP OF FOUNDATION - FND. FOUNDATION T.O.W. TOP OF WALL - FURR. FURRED(ING) T. TREAD TITLE: GAS TYP. TYPICAL GALV. GALVANIZED UNFIN. UNFINISHED DRAWINGS ARE - G.G. GENERAL CONTRACTOR V.1.F. VERIFY IN FIELD REPRESENTATIONAL ONLY GL. GLASS/GLAZING VIN. VINYL DO NOT SCALE PROJECT DATA DRAWINGS GR. GRADING VCT. VINYL COMPOSITION SHEET GWB. GYPSUM BOARD TILE HDBD HARDBOARD VWC. VINYL WALL COVERING HDWD. HARDWOOD WC. WATER CLOSET HVAC. HEATING, VENTILATING, 8 W. WIDE/WIDTH DATE ISSUED: AIR CONDITIONING W/ WITH 11/18/2008 g HDWR. HARDWARE W/O WITHOUT >� - W.W.M. WELDED WIRE MESH REVISIONS: W D. WOOD g 3 J - DRAWN BY: S.IWALII 1 - PROJECT#: C-0024-05 SE DRAWING NO.: ✓gin A 0 - 1 - L r 1 ST gyp. BUILDING CODE SUMMARY Mgt D ARcy, PROJECT: MASSACHUSETTS STATE BUILDING CODE, 750 CMR 7TH EDITION T NEW OFFICE BUILDING, LAKESIDE COMMONS J \ LOCATION: 1555 4 1575 RTE. 132 BARNSTABLE, MA Q Y GENERAL BUILDING INFORMATION: NO. 1 O56 BARNSTABLE, PROPOSED STRUCTURE 15 2 STORY, UNPROTECTED STEEL FRAME CONSTRUCTION WOOD FRAMED ROOF o SLAB ON GRADE, CONCRETE FOUNDATION WALL, AUTOMATIC FIRE SUPPRESSION SYSTEM, FIRE O SS. J DETECTION SYSTEM �L. P FIRST FLOOR ac ND FLOOR TOTAL I.L.8 2nd. 17,g70 g.s.F. ♦ 7 _ Regulations and Standards: Massachusetts. State Building Code, 780 CMR, bth. Edition ♦6�, (0v/ O a ITEM SECTION TABLE PAGE NO. REQUIREMENTS/ PROPOSED DESIGNATIONLj `' O SITE PLAN - - ey - ♦ U a WATER SUPPLY 111.4 21 REQUIRED PROVIDED , Z z GEOTECHNICAL EVALUATION 1804 1004.3 310/4g7 REQUIRED PROVIDED 41111, ` 70l—qII LU 6 USE GROUP CLASSIFICATION 301/423/427 47/g3/104 USE GROUP B- BUSINESS OFFICE/ BUSINESS ` _ � U SS$ COMBUSTABLE ` �. G l coNsmucnoN TYPE 602 5B UNPROTECTED _ q0I OII p y ALLOWABLE 503 113/114 1 2 STORY, 30 FEET m m Z w n HEIGHT AUTOMATIC SPRINKLER INCREAS 504.2 +1 STORY, 20 FEET z B LIMITATIONS = 3 = TOTAL ADJUSTED ALLOWABLE 3 STORIES, 50 FEET 2 STORIES, 44' MAX. O U i ALLOWABLE 503 113/114 7,200 SF m O AUTOMATIC SPRINKLER INCREASE 506.3 14,400 SF I 3= AREA STREET FRONTAGE INCREASE 506.2 NOT REQUIRED ■� LIMITATIONS ■ B� MULTISTORY BUILDING REDUCTION 506.4 NONE Fill TOTAL ADJUSTED ALLOWABLE 21,600 SF 17,g70 SF 1 SPRINKLERS/AUTOMATIC FIRE PROTECTION g04.2 151 REQUIRED PROVIDED-TO BE DE51GN/BUILD FIRE PROTECTION SIGNALING SYSTEM q17 151 REQUIRED PROVIDED-TO BE DESIGN/BUILD I MINIMUM NUMBER OF EXITS 1010 1010.2 177 2 REQUIRED MIN. OF '2' PER OCCUPANT /TENANT SPACE FIRST FLOOR B5 OCC. SECOND FLOOR q3 OCC. °B' USE - 100 GSF /OCC. OCCUPANT LOAD: 1ooa.1.2 � (D N � z TOTAL PERSONS = 17B CEILING HEIGHT REQUIRMENTS 1204/3603 203/477 1 7-6" MIN. PROVIDED CC - Q LOWER LEVEL 17A 250 FEET (w/AF55) 65 FEET - G LU LENGTH OF EXIT 1006.5 Lv LL TBL 1006.5 ACCESS TRAVEL MAIN LEVEL LU J 1006.5 174 250 FEET (w/ AF55) q0' FEET i SECOND FLOOR EGRESS LAYOUT L,LI O ^ o0 MINIMUM EGRESS DOOR WIDTH 100q/1017 100q.2 105 32', 36' ACCESS DOORS ALL DOORS 36' IN. SCALE: 3/32" = I'—O" U U L MINIMUM CORRIDOR WIDTHS [oil 17q NOT<44" WIDE 45" WIDE MIN. LL. Q r - EGRESS STAIRWAY&MIN.WIDTHS 1007.2 183 NOT<44" WIDE 44' WIDE MIN. 0LL. W G Q N STAIR TREADS COMMERCIAL 1014.6 184 7" MAX. R15ER, 11' MIN TREAD PROVIDED LLLJ � m GUARDS&HANDRAIL,COMMERCIAL 1021/1022 Iq5/Iqb 34'-35" HAND, 42"GUARDS PROVIDED Z M— BUILDING ENERGY CONSERVATION 1300 221-223 REQUIRED PROVIDED WATERPROOFING/DAMPPROOFING 1813 316 REQUIRED PROVIDED EXHAUST SYSTEMS 3618 631 REQUIRED PROVIDED ZONING ISSUES SEE PREVIOUS LOCAL ZONING APPROVALS ■ ACCESSIBILITY SEE 521 CMR REQUIRED PROVIDED PLUMBING CODE SUMMARY 248 CMR AND ARCHITECTURAL ACCESS BOARD 521 CMR ♦ ■ TITLE: /� MASSACHUSETTS UNIFORM STATE PLUMBING CODE, 248 CMR ♦6�\ CODE SUMMERY& REGULATIONS AND STANDARDS: MASSACHUSETTS ARCHITECTURAL ACCESS BOARD, 521 CMR `() � FIRST&SECOND CODE ITEM SECTION TABLE PAGE NO. REQUIREMENTS PROPOSED FLOOR EGRESS 248 CMR WATER FEMALES: 10.10 1 147 TO 158 6 WATER CLOSETS 5 WATER CLOSETS LAYOUT PLUMBING CLOSETS MALES: 10.10 1 147 TO 158 2 WATER CLOSETS 3 WATER CLOSETS , 6 2 URINALS < 3 URINALS LAVATORIES EACH SEX 10.10 1 157/158 4 LAVATORYS. 7 LAVATORYS. DRINKING FOUNTAINS 10.10 1 157/158 NOT REQUIRED NOT REQUIRED 70 —q DATE ISSUED: 11/18/2008 I uF7LI ® ■ SERVICE SINKS 10.10 I 157/158 1 PER FLOOR LEVEL I PER FLOOR LEVEL ® REVISIONS: 251 CMR WATER FEMALES: 30.7/42.5 123/163/16q I PER TOILET ROOM PROVIDED ACCESS CLOSETS MALES: 30.7/42.5 123/163/16q I PER TOILET ROOM PROVIDED 3 LAVATORIES EACH SEX N/A I PER TOILET ROOM PROVIDED E DRINKING FOUNTAINS 36,1 147 TO 14q NOT REQUIRED I DRINKING FOUNTAIN DRAWN BY: a` S.KHALIL PROJECT#: C-0024-05 n go DRAWING NO.: AO e 2 a5 i FIRST FLOOR EG ES RS LAYOUT =r SCALE: 3/32" SITE PLAN COMMERCIAL DEVELOPMENT "LAKESIDE COMMONSII 1555 ROUTE 132 HYANNIS, MASSACHUSETTS MARCH 7, 2007 REV 1 -MAY 8,2007-REV.PER INFORMAL SITE PLAN REVIEW REV 2- UNE 26,2007-ADJACENT RESIDENTIAL BUILDING TO REMAIN 3-DECEMBER 18,2007-REV.PER CCC COMMENT REV 4-MAY 07,2008-REV.PER FORMAL SITE PLAN REVIEW LEGEND ISSUED FOR PERMITTING DESCRIPTION PROPOSED EXISTING NOT FOR CONSTRUCTION A G9,dr; Drain Manhole �DMH s Cape Cad ' Q -30p Manhole(Unknown) , - - � � ^ INDEX OF DRAWINGS Catch Basin ❑ ,. f>Q k Contour ,( 1 Spot Grade .� N P - 6 $1 r L r �'rr ,:- C• Title Sheet To &Bottom at�b124 a a r C2 Existing Conditions To &Bottom of Wall y Water Line w C3 Site Plan Hydrant '�:, r Arjpsvtta OelJCh+b .71 s a'+*M* ,� Water Manhole Gate �SMH ` ' '�` ' � . ,� C4 Layout Plan 1 Cranberry;Ln,. G,r Gas Line a _. 5, , S # C5 Grading Plan Gas Meter C�G� �k;A° I S LOCOP .d I r`C; Gas Gate ® errew� _ � �., ;, C6 Utility Plan Overhead Wire Q UtilityPole as Septic Plan Guardrail 7p o 4%'t -_ Processed Va9t.- ....Q ' 7 Chain Link FenceOF,MY '�'; x3 onuete;Ch C8-C11 Details Post &Rall Fencerll 3E , � F t0 Stockade Fence yy . "y, 1 'st�c"i¢:B -. t s Test Pit Parking Space 1}t ` ,.a { NsSd Haybole w/Slit Fence 4l yrlC 'rtd3°Ai Flush Concrete Curbing FCCss,. {s'.y'� Vertical Concrete Curbing VCC Cape Cod Berm CCB ; "' ��, a �R�@ Leach Pit LP it �c 3 Vertical Granite Curbing ®VCC '��, + x Vate St x't"�+p �- ��'WWI, l�'y d = o$,� mi_ 3g Pilr �N Re— h1Lt„ar k��'c T MARK D. i LOCUS MAP o D;G9 q CIVIL No.C593] ��w9�n�oiE"Eo P SCALE: N.T.S. `SaQ'INE E s/j/Z O D 8 PREPARED FOR: PREPARED BY: BROWN,LINDQUIST,FENUCCIO& RABER ARCHITECTS,INC. y�^T 203 WILLOW STREET BSC GROUP YARMOUTH PORT,MA 02675 CIVIL ENGINEER: ARCHITECT: LANDSCAPE ARCHITECT: 349 Main Street BSC GROUP,INC. BROWN,LINDQUIST,FENUCCIO& BSC GROUP,INC. Route 28,Unit DW,Yarmouth,Massachusetts 02673 349 MAIN STREET,UNIT D RABER ARCHITECTS,INC. 349 MAIN STREET,UNIT D Sac Massachusetts 0 W.YARMOUTH,MA 02673 203 WILLOW STREEC W.YARMOUTH,MA 02673 1-508 778 8919 YARMOUTH PORT,MA 02675 1-508 778 8919 JOB NO: 48930.00 DWG. NO: 5698-02 SHEET C1 OF C1 1 v MHEI FRO / 86t0 � TOP OF H. Up ELEV.=57.20 NAVO 8B / / Y GIAIBA W.38M CC .,�WFp48 WFQ51 i 0�2 r N/F `vro ,u34yi TOWN OF BARNSTABLE tr0 / 7 / ASSESSORS MAP 253 = r CC CRAIG FIELD DATE _ r /� +FAQ" PARCEL 17%-1 PROFESSIONAL LAND SURVEYOR _ r N / �+ c qqq ��.(/ 70WN OF BARNSTABLE N/F /��,1� 6:s — I - /x/ / �/ ASPARCELSESSORS MAP4 ASSESSORS MAS 2 TOWN OF T BL n / B K 4^1, r —// Wk�8 �X 'j T r� 1 _ PARCEL 17X-2 / / T{8 / — — — — — i //// / / 5 / a SITE PLANS 47 / �� m m r ' POL� �, ✓� �-- — —— —_; /J — — 0" 68.O COMMERCIAL SHALLOW POND UP REDEVELOPMENT `\ \ S 14'1�30"W 6393 6 EDb&OF WATER5°6 ' ECORD PLAN # .\ pl / , // \ / (/ 1 (r 619.87'TO C7CUL n°N UNE j j —— I ^ I #1555&#1575 ROUTE 132 I 2, T p // IN 'W7I1Iy T2-P3♦� �59 EDGE OF BVW /WFM39 J �/ ' /�- \ I I'I / / BI MINOUS /HEN Y ASSESSO S MAP 53 RK \ N / b O \ . //�j/'Yl�y/// 'A KING LOT PARCEL 19B HYANNIS •W24 \\ `4`\\'KV// I I d� !7` ti. EDGE OF WATER 34.5 J �/�15; �' a3y//{ I/ H RARJiY k/OSE�CLARK TR. TREE NE w / \�♦ ; MASSACHUSETTS WF823 /.y6 °� -Pi✓ vA'B�7 f' / / //�� SSESSORS MB 7'e'20' \ 0" n WFfl -� / / / > r \\ o BARNSTABLE / g1 65t5.F.UPLAND \ / ^��o�� }IY S 25�31"E \ �/ / n / /119734SF.WETLAND \ ELLp L 2 STORY �y 5 75'44' t•0 \ WF;21 I // / 103,9364 F.TOjAL \ ® o �OPO N 7S'43'40 W WOOD FRAME 5 14752{" CF°FW 0 tl �MOLDSC�IMNEY^ T}P2 0/ UP//� /' j / / 2.43ACRE TOTAL ( q.90 E S 55.73' STRUCTURE 81575 4�R%ps `�8WFy17l J REMAINS, H I / p / 1 S 75'43'40' AS \-- • O MH gF P3 /°� 1` �C // OP 1, _•� H / Mp N EXISTING CONDITIONS 1 \ CF CONCRETE 1 WF 19 9 LOCK Ff INDATIIX � I J \ \ 11. 10.8 - 1 10' S 141530 W - T P OF M ® S 6T5'30'W 27B.7 .--- O �\ \\ � \ �— � \ / � WOOD TFRAME HB ZONE i�© SEPTICO SIGN I AOWALL 52.98 �xk 1 ` _ ` / S RUCTURE sss z STDRY FEBRUARY 22,2006 ♦p1; 10 O f / - / \ STRUCTURE 01555 �131OJ' R \ i .FRAME °yI�.LTOAB— C� \ y.� / DECK d I6� .PA LP C 1 \ i`j^/W' Up LPfl]/�/ l �L ,3 1 LP -?¢�T(' { y>2 WF�,2 o f WFA70 Tt-P3 RY BAR AR TR. PAIRK NltGyb OT / I ISLAND FLA DRIVEWAY SHALLOW POND `' ` \� a N A58 F�AIn.MAp�Z. 1 — =j —— \ f. / �'�J ®y EDGE OF BV4 Je 7FEE U E 92, 9Lk S�UPL D \ I / iS}� �`` /•^ \ CC I '�^ NO. DATE DESC. — �� \� 92.S49k.SFW TO D ` r II �// �_p ` \ \ 2r2tA ES IT �GE OF PAVEMENT I CONC.PA E%19'(ING� rt/'J y Up NM11t5 7,,,1� WOOD FRAME _ — SFf'71C °� T1-Pt EDGE OF WATER'34.5 S��\ I I � � 1 � — — J � 0 HANC � A UCTURE 1555 0 / /1 J / LL •� 1 LEGEND R cc STO E FEN �E 493.86 TO CALCULATION U 4 /CC / 5' "W / 49 t TO'E�E OF TER 540t RECOND PLA 9 I e , 50.9 X SPOT ELEVATION /may S I RAIL AND UP/ \ MH CATCH BASIN / r r p \ uF2mL FENCE/0. I CC DMH® DRAINAGE MANHOLE / wF82 g EKSTIN SMH® SEWER MANHOLE Aa 21 S7RUCTU E TMH 8 TELEPHONE MANHOLE LP hc' LIGHT POLE UPL-* UTILITY POLE/LIGHT UPLT-* UTILITY POLE/LIGHT&TRANSFORMER / m / / PREPARED FOR: UPT UTILITY POLE/TRANSFORMER r� - N/F 1 �92'0 BROWN, LINDQUIST, FENUCCIO & UP UTILITY POLE ,/ 1T EOASSESSORS SSE T.STAFFORD TR. °C ccr RARER ARCHITECTS o E W— OVERHEAD ELECTRIC LINE /+ ASSEPARCEL R ELN 5 263 / 203 WILLOW STREET o EHH ELECTRIC HANDHOLE O GMET GAS METER - n YARMOUTHPORT, MA 02675 —G— GAS LINE GAS GATE I BSC GROUP WG ® WATER GATE —W— WATER LINE TEST PIT - l 349 Main Street Route 28,Unit D CC CURB CUT I Nor: W.Yarmouth,Massachusetts 02673 n^ /sas° / `1.WETLANDS DELINEATED BY B 508 778 8919 SC WETLAND SCIENTIST, H 1 NORMAN W.HAYES,PINS ON FEBUARY 7,2006. ; © 2006 BSC Group,Inc. SCALE: 1" = 40' UP. 20 ^° BD ISSUED FOR PERMITTING FILE:48930-SP.DWG NOT FOR CONSTRUCTION DWG. NO:5698-02_ SHEET cz of c11 JOB. NO: 4-8930.00. We I 63 BOO ` o�� / /•,,/ BARNSTABLE MAP 253 W ASSESSORS �' CC /( / y PARCEL 1]%-t N� - 'OWN OF'BARNSTABLE N/F l° I .1NOF IM niSE5S0N5 MAP 253 TOWN OF BARNSTA6LE A AO ,i./� —�'� PARCEL 1]X-! ASSESSORS MAP 25} 9 ?/ 7 - - of PARCEL 17X-2 Z MARK D. - n/ {/ 0190 C 51 No. 837 ��/ GUY/./ / . ,Ne/i,9TfP M1- POL / (TOMALE \ SHALLOW POND \ �A - S 14H'30•W 639t-T\ / / O mZ,E OF WATER 8 2 RECORD PLAN / /�7/.d(� •.4LY/ 'S/7�:.v B \.U2r 19.8T]0 CALCULATION LINE._.— / / r 1 I I I � /. /' / Tz-PI I DATE (\ ` PROFESSIONAL ENGINEER . �•r'xrv� �.i�" - 'd, ?/ ' /T2 P3 R\ EDGE OF a\:9 9 ti/% /// // / \ II J HENRY BARRY..ROSE P..CLARK T I _ 1�12 ' \�O yYl /// / / /'y /^\Vs� N� i I / / /�` /' n��t`�G DLO, \ _ ASSESSORS MAP 53 I n ( PARCEL 198 �• •plo /� / SITE PLANS HENRY BAR)2Y&ROSE R.CLARK TR. N TRrE.IUEI" h I _ /� .__ — _� `� 1 •� 3 n-1 /�1�aJ /'/ N / S T3 tt 1,r 37 /', PO, J \ O / / ASSESSORS MAP 2S}� p�Yp \�( : .�\\ ,\� \� 1 F''3� / '�Y '/ l� �y�• / PARCEL 19T �..7 0. /-• / / 91 9653S.F.UPLAND /. 'J j�/ l C r ` !Q / / ,119]3}S.F.WERAND ,PT l''ELL 2500� —� 9 75'44'31' ( \ h 1 ,.Fp2D _,_ i / >b 1 '�j / . \ 1 {r� 'r , 25.D0•� �< \ r � r�ii'� `/ COMMERCIAL -12 p � (y R II.UNS /� IJP 103,938}9 F.'TOTAL I /0 N]5'93'40'W 2 EIORY `` `s 82�T3T G 1 0•^ , S 1495.2 W�S 7 31•E `0 2.43ACRES TOTAL • �� ,a/. LED R„F �' Z / r REDEVELOPMENT „51r `\\`(\ • / 32 S 75 }'0•` % /r 5 f UC'UR[ ] I 3200 N cc aF coucRLiE I F UPLAND A AREA HATCH 2ooAc / o .,_ - 3 ,-� —. /,AND-° -'OP #1555 ROUTE 132 _ 5_1475'10'W ve.7e. \ „ ! .-� = 151.101 mil" ( OS „H0 s T41�0 w r r LIMIT OF ORK r -`•'', I(�f� i1 C'' \Ex src,.. IF, r:(`-�D roy B.j,/}J/ /r IN � '�1)N� / �� •)1— .I =J '7 S<R r » UCIV_� I� O` HYANNIS ` �I G� � MASSACHUSETTS f�r rtj, \ I\ xc 'LEACH FIELD 1 h Ir ,. BARNSTABLE \-.._l.v;F!w TI-P3 ` \ �lvl \ `I LP $ h LP D I/ ,/ / i'I:�_�'�P_ROPOSED 18.260 S.F. iP I - 1� a � (. .'• Jn'bvs / I �,_�OFFICEBI�DING �1/ SHALLOW POND \ y�JV \\ �NRY BARRLY&S MAP'.C `TR. \ " / II(` Icl iO _ /, BIIU'•Itl / O �> \ A55rSSORS MAP125 1 �- ICJ SITE PLAN �.� /-EDGE C�BV\ ,1 \ \ ` ry I ��l / �PCLC �/ o CRIVC`.1f / / t \ ( 6 \ i EE ll E ANGEL A ` / ", I t'r"9 92,1 SF.LPL AN O .F. NR IGG.G y \ '/CC / �I 97,549}S A I J_I __% I/�., EOCE 0'P,tYr,f Tf / (r`-�L._y OVC PnD \j EDGE OF•..'ATER 34.5 y Y 1 /l^. I /r•`I 411 3 j )CI T i UP y _ EXISTING LOCUS INFORMATION -PI Jy� 11 i 1 �� D Erinr SJLI —�1 p,UTT ," \ N L d APRIL11,z007 � I T _ i'. . CURRENT OWNER: HENRY BARRY&ROSE P.CLARK TR. ," l ( .L E W /_ 493.86 TO CALCULA Sil UNE- '\ / / 514T5'30'W i -- _ __,� 499t TO EDGE OF WATER 540'2 RECORD PLAN //1555 g1575 / / / f ❑ - _}/ / / /" l / ..( r r..- 1 'UP I \ Hia� TITLE REFERENCE: BOOK 13444,PAGE 205 BOOK 14236.PAGE 24 r '/ u 11 Posr nD PLAN REFERENCE: BOOK 441,PAGE 63 BOOK 254.PAGE 2 (''Pcz ' cc ' ASSESSORS MAP: 253 257 / r� PARCEL• 16 19T&19B e�/p .P C S^+ucTURE NO DATE DESC. r� / /'� / \6II / 1 5/8/07 REV. PER INFORMAL S.P.R. EXISTING TOTAL LOT AREA: 2.2t ACRES 2.4f ACRES / 2 6/26/07 ADJACENT RESIDENTIAL COMBINED TOTAL UPLAND LOT AREA: 184,284t S.F. 4.23t ACRES / I' L-- -------"--- - NV:'a =r/ 1 / BLDG TO REMAIN COMBINED TOTAL WETLAND&UPLAND LOT AREA: 201,487t S.F. 4.63t ACRES N� REV. PER CCC COMMENT /^ EDWARD T.STAFFORD TR. .'/n %1 / 4 05/07/08 REV. PER FORMAL S.P.R. ZONING DISTRICT: RD-1 HEI - (/ nssEssoRS MAP 253 U SETBACKS: 100, 1001 ,'r PARCEL IS r GF%n 1 10, 30• ZONING COMPLIANCE TABLE // 10, 20' MINIMUM LOT FRONTAGE: 20' 20' ZONING DISTRICT: HB-BUSINESS DISTRICT, RD-1 OVERLAY DISTRICTS MINIMUM LOT WIDTH: 125' 160, CRITERIA REQUIRED EXISTING PROPOSED WP REQUIREMENTS: 50%MAX. IMPERVIOUS LOT COVERAGE- MINIMUM LOT SIZE: 87,120 S.F. 40,000 MINIMUM LOT AREA 40,000 S.F. 95,832f S.F. 96,814t S.F. 30%MIN NATURAL STATE NITROGEN SENSITIVE MINIMUM LOT FRONTAGE 20 FEET 154.23 FEET 145.23 FEET PROPOSED CONDITIONS: TOTAL LOT AREA= 96.814 S.F.* ZONE: ZONE If IMPERVIOUS AREA 44,978 S.F,f OR 46% FEMA FLOOD MINIMUM BUILDING FRONT YARD SETBACK 100 FEET 69.6 FEET- 100.0 FEET NATURAL GREEN SPACE= 51,836t OR 54% MINIMUM BUILDING SIDE YARD SETBACK MIN TOTAL 30 FEET 29.6 TOTAL FEET- 48.5 TOTAL PREPARED FOR: ZONE DISTRICT: ZONE•2 AND ZONE•C"AS SHOWN ON EVENT PERNREQUIREMENTSD ON SITE, DRAINAGE SYSTEM DESIGNED FOR 25-YEAR STORM BROWN, LINDQUIST PANEL 250001 0005 C DATED B/19/85 MINIMUM BUILDING REAR YARD SETBACK 20 FEET 350 f FEET 229.2 OVERLAY DISTRICT: WP MAXIMUM BUILDING HEIGHT 30•- 2 STORY 2 STORY 2 STORY °O PROPOSED DEVELOPMENT IS 100%WITHIN THE EXISTING DEVELOPED AREA FENUCCIO & RABER MAXIMUM SITE COVERAGE 30%- BUILDING 9% 10% - 203 WILLOW STREET MAXIMUM FLOOR AREA RATIO 1 NA 0.1 RPOD REQUIREMENTS: MIN. LOT AREA= 87,120 S.F. YARMOUTHPORT, MA 02675 MINIMUM PARKING FRONT YARD SETBACK 45 FEET BB FEET 68 FEET TOTAL LOT AREA PROVIDED 95.832 S.F.t MINIMUM PARKING SIDE YARD SETBACK 10 FEET 0 FEET 15 FEET SEPTIC 'SYSTEM REQUIREMENTS a B('C GROUP �T Tye MINIMUM PARKING REAR YARD SETBACK 10 FEET 0 FEET 155 FEET 1 BS lJP •ITEMS DO NOT CONFORM WITH THE TOWN OF BARNSTABLE ZONING BY-LAWS - - SITE RESTRICTIONS: ZONE II- AREA OF CONTRIBUTION PARKING REQUIREMENT TABLE BARNSTABLE GENERAL BYLAW 232-5(A): WASTEWATER DISCHARGE- 330GPD/ACRE MAX FOR NEW CONSTRUCTION 349 Main Street EXISTING FLOW: 38 RESIDENTIAL BEDROOMS= 38 X 110 G.P.D. = 4,180 G.P.D. Route 28,Unit D CRITERIA REQUIRED DESIGN FLOW: OFFICE SPACE- 75G.P.D. PER 1000 S.F. W.Yarmouth,Massachusetts 02673 REQUIRED NUMBER OF PARKING SPACES i SPACE/300 S.F.OFFICE - PROPOSED FLOW= 18,260S.F. /1000 • 75 G.P.D. - 1,370 G.P.D. 508 778 8919 1 SPACE/200 S.F.BANK NET REDUCTION OF 4,180 G.P.D. - 1.370 G.P.D. = 2.810 G.P.D. " © 2007 sSc am.p.Inc. PROPOSED PARKING SPACE SUMMARY 2,500 S.F. BANK/200 S.F. 12.5 SPACES - PER TITLE 5 SECTION 15.002(DEFINITION OF NEW CONSTRUCTION)AND A NET REDUCTION OF 2,810 G.P.D., SCALE: 1-= 40' 13.055 S.F.OFFICE/300 S.F. 43.5 SPACES THE EXISTING SYSTEM SHALL BE UPGRADED TO CURRENT STANDARDS AS A REPAIR 0 20 40 80 m 3 SPACES REMOVE FROM ADJACENT LOT 3 SPADES ISSUED FOR PERMITTING FILE:48930-SP.DWG 59 SPACES REQUIRED NOT FOR CONSTRUCTION DWG. NO:5698-02 52 SPACES PROVIDED JOB. N0: 4-8930.00 SHEET C3 OF Ctt N/F / .T01':,N OF ' ASSESSORS IIAP253 N/F _ - PARCEL 1 X-2 1 / OF OARNSTn6LE IN I / ASSESSORS I.IAP 253 PARCEL 17X-M1 - / II ,, S 1415'30'W 838*TO EDGE OF WATER 850'*RECORD PLAN - 61%87'TO CALCULATION LINE SHTOWN RESIDT ALLOWPOND ACCESS KING J`��J . ` J`'�-'�.il�:.lV !ll/I O A L / / EXIS'ING TT - —� .� /+ / 1 1 / '/ I / j B . / J O C IRY JRRY✓S',;A P.CLARI(1R. SSESSORS',;AP 253 .,ITUl.IIN',VS I RnfiCEL 1OR -KINDS LOT -\ _ �•1'I^ I//// / RELOCATED DRIVE TO BE EXISTING PARKING TO REMAIN - - � RELOCATFA � -•.1 / !� - / u/' - / TREE LINE T I _ _ __ --- - I I /I 'u / + ' ,LLFtyW OF MARK D. m N F / _ -_ _ II ,p / %c 3 No.M37 Dies HENRY PARR 1'R ROSE P.CLARK TR. / `r DIRT ROAD 1O / S,." 2D"Y I 2 ASSESSORS l.IAP 25} PARCEL 19i `BE REMOVED AND REVEGETATED ,m 91,9G5±S.F.UPLAND C / / \ 3:!,G�' PROPOSED 11973.5E 1'ERAND RAIN GARDEN p2 - 103,93515F TOTAL 2ATACRES TOTAL "ELL RESIDENTIAL BUILDING S 7544'31"E / / J / N 75'46'20"W - (TO REMAIN) I 25.00 \ BERMSCAPED NRE MHD / • �, J'/ at ao / 2 STORY S 75' '31"E CURB CUT L%2 1 hLl/ f/7/Loo4 6P �J o1 / 25.00' c:OOD FRnL<E I \ :I%- (To BE/MODIFIED) DATE - S 62'1T37"E tg S 14'15'29" W ( 1 / i 155.73' sTRucnlaE'!I G]5 6 14Y5'29" W - 25. 0' � 32.90' 1•' ,•' PROFESSIONAL ENGINEER STAIR SiRUCNRE TO / BE MODIFlm AS I O REQUIRED _I CA: - __ �.J I�`. _ - _�..� O UP \^1 /ate /�I V •• / o MET R 11 / __ SITE PLANS kAS �____ -9_ ;J ,r .� ,0 OPOsm 0 PoS. / .0' m .IETER I" ---_e /01 / __a-�-� /_o�T1 ,. CURB STOPS {; I L-I ILL. RD ZOr• 7 R } ti C V / BENCHMARK:I 1 l e .•� -' � /.___ '; - `�-.% —V- -t I 151.10' .p _ 56.43 -_ �� 1 HEADWALL 1 PROPOSED L-- - Hp ZONE r-= ---- --- r --- _ ElEV=5zs6,� % COMMERCIAL at3' .. l REDEVELOPMENT RAIN GARDEN�3 I L sn:dc LIMIT OF 0 . "%. SF IC VCC 6'CONE WALK O' HAYBAIE/SILTKF-"-- 2 ST(IRY I N #1555 ROUTE 132.' FENCE , 1 29.86 - P15 I / 'SIGN TBD /, R6-1 �� LOAD F iAl1E _ /' / / �':"•?„ _cI. �. JA _ ucTUR nl.,a:$ /.,� ( ) R7-1.P cc �CONSERVATON AREA( 2.OAC I •�_N �ACRCI / / &ONE SIGN / I INF UPLI[1D BETWEII1 -I FCC ——-----—-- I- �• W.> DMIT DNE AND WETLAND) ( tn' FIRE LANE STRIPING AS _ ___ 0/ .PROPOSED j RIGHT SIGN HYANNIS -I REQUIRED BY TOWN OF"' - 6'CONC.WALKVUCGARDEN 2 6'C. WALK \ N '.�I - BARNSTABLE LP I Q //,` G9.G• ) / f _ 9G 1 / MASSACHUSETTS ` n�\ I ' 14 r N ENT. LANDSCAPE AREA GENT. 1" EASTING MOTELS TO ( ) tO.OD •m�. $ 30.34 $ 4 26.00 BE RAZED // //- •ry /! // _ :Y/ p /,. BARNSTABLE pO.\ / ( J0.0' /I'i = - -20..52ENT. PARKING SIGN(TYP) w\HANDICAPI, /ACR-TYPE j .♦N/ /.V ._a{ j �, 7 //I /i`V . PROPOSED 2-STORY o J U, O 24.0' OFFICE BUILDING LP LP _ �� 0` .� I / / _ / •/3 ,lI C l Il a O ,-:Ir- ' $ L NG. 18,260 so.FT. LP A / � } s '�, / = iAYOUT P[1�IV TYN/F I ;�� g I D F.F.e57.OD -}y,I',(( !P^ ENT.D t I4.0' \LNRY PARRY F ROSE P.C-A'EI<TR 1 .0_ ., 'I` B2 I I G� / / / O n SSC SOTS 1PLAG 25S 6: 1 oAl NO L)1' I ISLAND POLE P / .{� � 92 3191S.FPAQCEL UPLAND dp: I -..,1 I m I� -_ i '0' DRIYt:3ITLkl�I'!A� I " \ / // ai / / �� W 4/w. `• UT. 29.65' N / n m Q Gl I c \ 9/ _tS.F.-TO. I a I 10.00'y, .R 20.G0' r/ \ 1N I / I ^ o . n.. !v.'L ' APRIL 11,2007 ' 2 JL.CRES TOTAL a° I .,� q o 'tt.9e r 4a ,1 / \- !/I / / / a " ( a DRIVE-THRU + LEACHPTIC ( / ! ! 1 2 o LEACH , �-I' TO TI REMOVED Ptl 1 I FIELD ISLAND - I - I LO AND SEEDED 37 PROPOSED EDGE OF P,1VE1.!ENT �- ~ )11 DUMPSTER CCB - -- -- _. _ _ _J DRIVE-DR — CANOPY _4_+_ -� n I '..15TNC !' �•�JP IRAF' .c •` I ` �P'lIC / CURB WT �( .. LP __ O OVERH a� .,^a H y STRUCI IRE;;1555 G o I \ / (NOT REWFR, _ NO. DATE DESC. �. 'CDGE Or PL Ni `�� -DRIVE=THRU �- S // /"" / / II 1 ED .REn --�`o / - _-_ La Jc ! / •.1 1 5/8/07 REV. PER INFORMAL S.P.R. `FENCEDLt. D - --�_P I` Imo, / 2 6/26/07 ADJACENT RESIDENTIAL - JENCLOSUREIIN 1 IsI / BLDG TO REMAIN I I- - ce `� " GCB ---- -'-� �\n � / % '1� y�+o / 3 12/18/07 REV. PER CCC COMMENT _ 5 11ADI rr.cz __ ®,.J�.- -..,l_;..1_„--,. /" /j cc 1 / ^%` ;c'I/ 4 5/07/08 REV. PER FORMAL S.P.R. - - S14'15 30 W. "; _, .0 498*70 EDGE OF WATER 540*-RECORD PLAN- - 11 Be 0 C i( r I -'�— ,-- / cc RELOCATE rl,tH - - EKISTNG '1RANSFORNER E �-{C�- E— �E- -` '{P -- -51-- IP -- �_ 0 SUP - / !T PLANTINGS PAD ` _ _ p pinlLUKn51 CIIHP_N_r.-_ I/I IT' EDGE-GF P L.1EN1 \ I I I I PO>'ANp /EXiSRNG � I ..•\ IF _ 1E I EDYJARD T.ST,iFFORD TR \ R IL FC`IrE I STRUCTURE �Sp\ASSE P^OlCEL 11P 253 I`�Dl.q- TLD� o - / DRIVEWAY l --__ l CO U L`I.1H / / PREPARED FOR: /r l' RINI.IINOUS PARKING / BROWN, LINDQUIST FENUCCIO & RABER 203 WILLOW STREET m.1H - _ _ / / I YARMOUTHPORT, MA 02675 BSC GROUP 349 Main Street 01 � �_92-i 0/�/ Route 28,Unit D W.Yarmouth,Massachusetts 02673 /CC CC l / 508 778 8919 1 / eh 7 ''.I © 2007 BSC Gm,p.Imo. / N SCALE: 1"= 20' . 0, 10 20 _ 40 lm ISSUED FOR PERMITTING FILE:4e930-SP.DWG .. .., :. - DWG. N0:5698-02'NOT FOR CONSTRUCTION JOB. N0: 4-8930.00 SHEET 04 OF C11 / 1 \ S 7415'30'W 839f TO EDGE OF WATER 850'# RECORD PGN \ 678.87' 0 CALCULATION LINE TOWNRESIDENT PARKING ALLOW POND ACCESS � � � \ I I I I / // / � � `,,•�-- � � ��o,,�E j �..`��,'��1�_ � L._ p.�I_, � I��l,�r / l i/. ExIS LNG, HEDIRI'PARRY ROSE P.CinRI• iH, h r_'o / 55E5C :. 253 PARCEL REEEL 100 190 J /P 1RI(ING l0i j 1 TREE Urc /� — j _ AR I I / /�/ 1 �/ INFlLTRATON SYSTEM \ / .If NRY pnRRl'�f USE P.GLARIt TR \ I \ /` /7— - o�—/ ASSESSORS 2.IAP 253 ` / 1 -{ - /PARCEL 19T FRLP1112 11 2 \ ��.„<,v9•q! ( 6'OIA LP W 2'STONEPROPOSED 91,DGS:F.S.F,IIPLnNO \ I ftIM=SJ.00 3?.U`' - RAIN GARU /2/ \15£LLRI e5,.5p LANDSCAPED2'LnGaEs'TOTA \( 1 / �o5.46'20"W� 2500' BERM 25Z> \ - /S6217'37"E p : / - E;'1575 �141529 25. 0 32.90' XS.IN . � Cc78_5 cn: btf �. 2.35 --:_ ^ _.�\v��.I 'y Il l .•' L 1I V_-_Llillll._- - - pppl.. l C ARK:/ DATE aD-•ZONE S"5'30' W \ /_ 56.43^ _ r I/ HEAD ALL PROFESSIONAL ENGINEER \ �- TX lP 3 1 / // ELEV.�52.99 - � 1.1 / �J _ \ } RAM G�DEN RIM h491S_ - _�D L (i D� 1�� j t15TIN( 11 Jp/ Y` 8`�<O"� (L�� .^ J — ,6 J,k J , SCPn(: ��i, / SITE PLANS LIMIT OF WORK _� II b J 2 ST(RY M �> sJ• ®' // % //I / i 1 HAYBALE/SILT fRGGCOMMERCIAL CONSERVATION AREAI�20AC . � \ �` TG .9H //., - I r /EA CONSISTS OF UPLAND BETWEEN/ I/ \ \L-— C, -- — BC 523 m� �O ( o , .l \ 1 L MIT LINE AND W[.L ND) ; _�— 6 _ P DSED/ yy N REDEVELOPMENT Lam— ARDEN 62 iP SI\ �\ DRIMm45.7 Q #1555 ROUTE 132 't T" / I // ..// �0-� 1N P' � t G� L / In,4 B.l \ `1 TCy18.70 I(- P_ RO OSED 2-STORY / T,+ �(,✓., OFFICE BUILDING LP — HYANNIS CONC. 18.260 S0.FT- �}-/ \I, j 25 MASSACHUSETTS + tI�IIRY nRR'f a`<FI OSE`' CI.ARt(iR /_\� ASSESSORS I 'I,\ R0 SII]J1S.5F.h.;tI1i1GJ'+L`.F\'•2 M5Lp 5 z 1` II/.�''.I 0 \ +'1 �I/,1 -! / BUAI,.I:tID101 l� I ' II/I•_I l ISLAN_D_ -M I - FLA PARCEL n POLE BARNSTABLE — TC-5/.90 061 I r 30 SF En ND B 1\ INFlLTRATON SYSTEM 12 1 , `a \ .i J-� ,.il GRADING PIAN > c� 'LP 17 I4 1 16 17 h 18 �- � � ' RI 1J= I RIM 14a66,00 _/�•- TG_51.10 / 9C>° TC=52 , 15=47.00 � 45. p INFlL TON/SYSTEM - - \ I //• 1\ I '� • �bm T qI=PAVEEIENT I RIM 4 649.50 I r L_.-L_\ L_/iir_ CONC.P,1D _— �I- /\ / r / t - / `I # _ EDG ^ $— �� l.. o ^ APRIL 11.2007 10' I LP Dr.. i EMERGENCY OVERFLOW STRUCI�El - �___-. 5j - __ I 1`' / I � / / /I_,b+/_,•�" / _ ,_I J� � 1\. / Yt / I 2Jr,..y✓ dEO 'Ii\L 2.f�S�� 5240 .�J DJ _ \ ., O11a�`. } S } �\_•__" N0. DATE DESC. `�✓ '4./ �..✓L n \ = -..-_"-^ I CC - /'_\ / / ; 57415 W• — ,-- I- / - \ \ 'I / c� 1 5/8/07 REV. PER INFORMAL S.P.R. 496t10 EDGE OF WATER 540 t-REWRD PLAN- _ O C - TI8 5 �i�- ` -' ----_- y.- cc iRMlSFORA:ER I li- -1 —E— E— —=51� P -INflI.TRA710N STSTEAI' c 2 6 26 07 ADJACENT RESIDENTIAL LJ _ e4 T �• PAD P BISSI.IIN M 4i'31`IG __ lP 1 2 3 3 Iv! / / EDGE OF'P EIfE co 4\ I _.' I I+/F I , N \ r1F! II / / I BLDG TO REMAIN 1 I�\ ''4`-T ENC yr/)'�/� \ / / •1' 3 12/18/07 REV. PER CCC COMMENT EOl'SSE T.STgFFUi<p TR. '% \ t..IL FENCE / I / EXISTING ` I - - RI�49.8 smuTTuaE: \ `s(� ASSESSORS:A.iP 253 ( I I \ LPt I 4 OS/07/08 REV. PER FORMAL S.P.R. PARCEL 15 ` f �-� \ E01{OF �/ l fJ \� I I l ' l' / i � -I� I `� �\ � PLA rro// ./ m cc ... I+ �1�`=� O t 1 / DITUIIINOUS PARKNC l 7 Pi PREPARED FOR: �' I BROWN, LINDQUIST \ \ / FENUCCIO & RABER 203 WILLOW STREET J)_ YARMOUTHPORT, MA 02675 /roc o / / / /' i � / BSC GROUP 1 349 Main Street Route 28,Unit D W.Yarmouth,Massachusetts 02673 508 778 8919 © 2007 BSC Group.Im. SCALE: 1"- 20' ISSUED FOR PERMITTING 0 10 20 40 FILE:48930-SP.DWG NOT FOR CONSTRUCTION DWG. NO:5698-02 1 SHEET CS OF C71 JOB. NO: 4-8930.00 / S 14,5'30'W 6393 TO EDGE OF WATER 65W*RECORD PLAN I STUB @ CAP 819.8E TO CALCULATION UNE (2)TOWN RESIDENT PARKING J SHALLOW POND ACCESS . 'O - - Z I �rASTGHG n sPnces -�PROPO / N U HYDRAN h / �v I ilr-NRY OnRRY G ROSE 1>.CLAFIC iR, / //-/I / •/' - n55..95GT5`!Ao 253 ( III,UI.!iNOUS PARCEL 19p / J PARKING LOT v TREE L Ev�.i vim/\i�I' I � / \ \ I hf•7 /57 ,.I I/// ,., / Ste/ o EXISTING SEPTIC COMPONENT C SERVICING LODGING HOUSE TO BE _ _ RELOCATED/UPGRADED(BY OTHERS) 3 ooI N/F .` / INFILTRATION SYSTEM HENRY PARRY.":ROSE P.CLARI<iR. / / LP 6 7 9 10 11 T2 nS5ES50R5 AInP 253 RIM 6=S2.J5 8'GIA LP W/2'STONE PnRCEL TIT WELL 70 BE 9I,9GS15.F.LIPLnrlp ABANDONED / \ PROPOSED RIM 9=52.70 32.U.' / p 1197�35.F.1tE TLANO ///' 1 / / / RIM/2=82.45 C�� RIM=45� RAJ N GARDEN B2 103,93pt S-r.TOTAL / / / J INV.A=4&17 BOTm `.TELL / RIM=5 s -POLE TO BE 2.n1nCRES 10Tn1. /}✓7.J/`-J INV=48.}7 01V B=48.85 S 75'44'31" \ REMOVED \ 3 1✓ / I O /2•00hPG.YPIPE 75'46'20•W ON.C=67.80 \`R��) INV((((D}73=4&80 25.00' I DIBB '• P � / OIRS RO/ / SERVICED 25.00' IN, BE 0,3S.O TFr2 TIE S 75• '31" E \ \\\ i i / /• CIVIL S 62,7'37"E P' S 14,5'29"W ti / i 155.73' SRiU,MRE ns75 2'POLYPIPE No.4G9T 32.90' PT - PROPOSED \DONESTC ��, 4For 6 `P` / N 75'43'40"W N HYDRANT r--. i �,� \Sf.fH SPRINKLER. 3 \_ CC I ow..Off' S 1416'20"W 78.52' 16.54' ~ _ -I j$1 1 SJ \' WAC9 VASLV�E I / VJSt S '4340 E _--- - - _ _ w cn: __-.- 7�: " �_� l�I ' UP cns _ "En5 - _ I - `�'.,_ BENCHMARK I �I DATE �xw�w w W w w - TOP OF S 1 W 278.78' 1 I ///��, RL I zon T51.10� 5 30" W / I PROFESSIONAL ENGINEER l _� �_._/ -'- _ - _ -_ W ty�7 _ - 564� - --- r I HEADWALL / PROPOSED o ��"W= --w -j - '� I//I I EL'EV.5299 RAIN GARDEN/3 LRIM 4=49.15 'R �y••�ZO!•-� ••� W INV(AJ=46.65./ / 2 STORY / 4 t 0 ( !�W I I I GOT=8.85 WOOD FRALr. B __11`_1 - U - - / /' _ $TRUGNRE"I i.5 - -_- - o _-IO SITE PLANS 1y 1"�� 0%4,500 GALLON c X i_�, r-.0 '// II / / LIMIT OF HAYBAIE/SILiK y �- .I ``� I-g.00 J 8-�S�. H:COMPARTMENT YO SEP7le 2 STORY / ,� I TANK VGCD FRAI.IE CB t ( fA. FENCE / :I J CK 4'G O 2E SmUCTURE ::!5.S RIM=5200 / i S),� I'/ `\ CONSERVATION AREALd2.0AC / '.., I- Q o INV.=49.J0 > o, i ;lr GG 1. COMMERCIAL (AREA CONSISTS OF UPLAND BETWEEN �..,..?I flRE�X00K-UP - - BG cV / REDEVELOPMENT OF 4 4 --- /� PROP l �h OMIT LINE AND N[1LAND) _I y RAIN 7', EN B2 ` Co ROOF DRAIN(TIED.) J b'// / =I/ / ca I NV=49.00 L \\ LP GB 6 I ...I 6•G m.ox D %(DB-9) /• o / / / I/t�� o I ti o ^OQ #1555 ROUTE 132 Call 6 .7 I W ARHOLE O`\ INV.=43.2 / ''i I( D 75 2` RD / / ,7'1 3 I- l J h _ r INW49.00 I _� h IN m t •u / - - -- -- -_ _ _ ROOF DRAIN(TYPJ G� LP I 14 8 , - / / ./ / / n J ' I .. PROPOSED 2-5fORY 8'G m.ox -� I _ _ ( 3 / o p �. HYANNIS OFFICE BUILDING LP La _ X /(r) coNc. t&26o SD.FT. LP // , MIL�A�E( ,3PAp Ei.-53.00 _ _ l;E _ _ ` - _ •• o o°tom/ N^ J IY1llJSACHUSETTS \r\HENRY RARRY,e ItOSC P.CLnRI<TIT: / 11 / O ' ASSCSSOftS IIAP�53 <L I .'/ ` 12'AD$ o311.IrfINOI S �_ LAND LAG BARNSTABLE - l- PMiCC1 tG L.'...,r� '1 (TYP.) ArzI�Nc f IT -POLE - - --'O I BI1llL1uIDul/ r /� 023i01SF UPL 11) N ' - INVe4&00 ORIVr:IYAY 523015. t 10-TID z '! O \ \ 97 19t5F roTnL F ,,./ I /r ROOF DRAIN(TWJ I , INSPECTON\ I_fIl /^ UTILITY PLAN 2_L+GIRLS To tIL <' 8'G Of.Ox / v' e INFIVIRATIGi SYSTEM{2 I :/ 21.5 ,o .\ / PORT(TYP OF \ "// / ` # INV-49.00 OI.O1F p I LP/3 74,15 18 17h18 / I C RIM 13-46.80 / 1 RIM 14=46.80 (.:../ o �� //- RIM 15n47.00 $ �� I INFlLTRATON SYSTEM N- - -- .._. _ '1� � Q,% RESERVE AR 1 RIM i 49.50 � 11.11 PADS -¢' TJII➢DLP1-�- ,`_ 1 e'ix ze'S P EOCE OF P V AfEN_ INV(A)=IB.10 I -- -_i45 -_ ABSORPTION S TEAR APRIL 11,2007 f1 -, INV.(B]=I8.00 I -E/p5 T!NG LEACHING FIELD %f : - GOT.SYSTEM JJ39. `I W < UItY' I 1 U, 1 ^1.�70'WIDE LP _ _ TIC SEE SHEET C7 o,� :/� _ I y STRUCi IRE:,I�55 � ' II / / .f EMERGENCY OVERFLOW OVERII. a - t \ \EUGE M m 1g 1 ` I TRANSFORMER TBD(PER 1� OF PLAN,ie0 AlFe, - ❑ - �--- - t\%1 I LOCAL UTILITY COMPANY) �I /1%gym• l = / �I - _ I .I fl - - ox /�:` "':ELL A �. --�T I ( 6'RD \ A— �V L`1 5 _- I '1 _ -' _ fl fl s ,ffl .r"F F _ -- { w ✓ 0- O 'ri 4� - �a- -\ - -_,. NO. DATE DESC. _ - .1 / ._ 498t TO ED WA '* B C ON c INFORMAL S.P.R. GE� TER 540 RECORD-P' U / 1 5 8 07 REV. PER IN OR L S� LAN- - " a I 1 cHIH � -_ .0 5 / /� - J _-E- ---___ _ _ __- INiILTRATION SPSIEAI' I I /• TRnI'D tMER E---( - •-LP _ -51 /4 ItZ.1O ,/V n (� I c� J.v �� r � �. 2 8/26/07 ADJACENT RESIDENTIAL - Y __- 2& INV.-47.30 ROPOSED I' I PAD P_BI f.11�l C . _. - - -RM-t= /-.•1f VENT(PITCH �� I_LI / I / BLOC TO REMAIN EDGE-of P EnlEf CB 4 l R J v St.a7� \ TD DRAIN) ',J�GAS,UNE PER LOCAL / I / r I� I I w/F I I I v.A=II18.00 „ I\ Pm I 'ID 1 /) Onu1r cDMPANY I I I 3 12/18/07 REV. PER CCC COMMENT 'i STRUCTURE I RI=49.e EDT'/ARD i.SrAFFORU G?. I V((((B=4&00 1 rq,1rL nE,ccE n°, REQUIREMENT$ 4 5/07/OB REV. PER FORMAL S.P.R. / STRUCTURE IN.48. \ I \50 ASSESSORS t.IAP 253 I V(C�=,4F7.60 - ' =s \I PARCEL 15 i V((DSSS)))= \� '' EDG�' / I 4� I �� T. TAME= PLn!�ieoi _ - _ /cG / / \07 / \ oraH Ll Dl.u' t I Ina. I --�,� nR�"/-- -' - -j- -- .-- '. O /CIA i r V/h- -_<_._ iI ( BITUIJINOUS PARKING I I ll l I S\ CONSTRUCTION NOTES: CONSTRUCTION NOTES(CONTI, UTILITY NOTES: UTILITY NOTES(CONT): 1.IN GENERAL,THE PLANS ARE DIAGRAMMATIC AND ARE NOT B.ALL PAVEMENT MARKINGS,IF ANY,DISTURBED BY 1.PRIOR TO RECEIVING AUTHORIZATION TO CONSTRUCT,ALL 7,ELECTRIC,TELEPHONE,CABLE.AND GAS UTILITY SIZES.AND PREPARED FOR. INTENDED TO SHOW EVERY FITTING CHANGE IN DIRECTION OR CONSTRUCTION SHALL 13E RESTORED AS PART OF THIS WORK. MATERIALS SHALL MEET THE STANDARDS AND RECEIVE SHOP APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH - BROWN, LINDQUIST DETAIL OF CONSTRUCTION. DRAWING AW I DATA.APPROVAL,BASED ON MANUFACTURERS DRAWINGS AND REQUIREMENTS OF THE APPROPRIATE UTILITY COMPANIES. g,THE CONTRACTOR SHALL INSTITUTE ALL SAFETY MEASURES D FENUCCIO & RABER 2 THE CONTRACTOR SHALL GIVE ALL NOTICES.COMPLY WITH NECESSARY TO PROTECT THE PUBLIC SAFETY. THIS SHALL - &THIS PLAN HAS BEEN PREPARED AS A SCHEMATIC - ZO3 WILLOW STREET ALL LAWS AND REGULATIONS.OBTAIN ALL PERMITS NECESSARY. INCLUDE BUT NOT UNITED TO.BARRICADES,SIGNS.LIGHTING 2.ALL PROPOSED STRUCTURES.PIPES OR UTILITIES CONNECTING REPRESENTATION OF THE PROPOSED ELECTRIC,TELEPHONE,GAS AND PAY ALL FEES ASSOCIATED WITH THE INSTALLATION OF THE FENCES POLICE DETAILS,AND ANY OTHER MEANS AS DIRECTED. TO EXISTING STRUCTURES, PIPES OR UTUTIES SHALL BE MAIN AND WATER SYSTEMS IT IS NOT THE INTENTION OF THIS - YARMOUTHPORT, MA 02675 - WORK, NO TRENCHES ARE TO REMAIN OPEN OVERNIGHT. VERIFIED FOR LOCATION AND ELEVATIGN BY THE CONTRACTOR DRAWING THAT EVERY DETAIL,DEVICE ITEM OR PIECE OF PRIOR TO CONSTRUCTION.ANY DISCREPANCIES NOTED SHALL BE EQUIPMENT BE SHOWN. FINAL DESIGN AND APPROVAL MUST BE 3.THE CONTRACTOR SHALL PROVIDE ALL MATERIALS.LABOR. 10.ALL UNDERGROUND UTIU71ES SHOWN ARE APPROXIMATE REPORTED TO THE ENGINEER. OBTAINED FROM THE RESPECTIVE UTILITY COMPANIES FOR FACILITIES TES A TOILS.EQUIPMENT,FUEL.PORT SANITARY ONLY AND VARIOUS COMPILED TES AND P BL AVAILABLE RECORD LOCATION OF TO BUILDINGS., ULL IN S., CONGUITS,CAS METERS AND T(l� /�� FACUTIES AND INCIDENTALS NECESSARY FOR THE FURNISHING. FROM THE VARIES COMPANIES AND PUBLIC AGENCIES.ACTUAL J.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONNECTIONS TO BUILDINGS.. - L(J '{1�_ PERFORMANCE TESTING.START-UP AND COMPLETION OF THIS LOCATIONS MUST BE DETERMINED IN THE FIELD. BEFORE ADEQUATE RECORDS OF THE LOCATION AND ELEVATION OF ALL WORK, DESIGNING,EXCAVATING,BLASTING INSTALLING,BACKFILU WORK INSTALLED. THE CONTRACTOR SMALL PROVIDE THIS S.AT THE COMPLETION OF OPERATIONS,THE CONTRACTOR GRADING PAVEMENT RESTORATION,REPAVING OR OTHER INFORMATION TO THE ENGINEER FOR USE IN PREPARING SHALL BE RESPONSIBLE FOR CLEANING ALL NEW AND EXISTING 349 Main Street A THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS CONSTRUCTION,ALL UTILITY COMPANIES MUST BE NOTIFIED AS-GUILTS. DRAINAGE STRUCTURES OF SAND•SOIL OR OTHER DEBRIS. FOR THE SAFETY OF PERSONNEL AND PROTECTIDN OF PROPERTY INCLUDING THOSE M CONTROL OF UTILITIES NOT SHOWN ON THIS Route 28,Unit D AT THE SITE ADJACENT THERETO INCLUDING,BUT NOT LIMITED PLAN. SEE CHAPTER 370,ACTS OF 1983.MASSACHUSETTS 4 UNLESS OTHERWISE NOTED ON THE DRAWINGS OR IN THE 10.INSTALLATION AND TESTING OF THE WATER MAINS.SERVICE W.Yarmouth,Massachusetts 02673 10,TREES.SHRUBS.LAWNS PAVEMENTS.ROADWAYS. CALL'DIG SAFE'AT 1-888-344-7233. BSC ASSUMES NO SPECIFICATIONS,ALL PROPOSED DRAINAGE PIPES SHALL BE 1Y CONNECTIONS.GATE VALVES/80%ES•HYDRANTS,AND FITTINGS STRUCTURES AND UNDERGROUND UTILITIES NOT DESIGNED FOR RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF ADS PIPE SMALL CONFORM TO THE To WN BARN TA REQUIREMENTS. REMOVAL.RELOCATION.OR REPLACEMENT. UTIU71ES OMITTED OR INACCURATELY SHOWN. BEFORE FUTURE O OF S BLE flE0 ENTS. y 508 778 8919 CONNECTIONS,THE APPROPRIATE UTILITY ENGINEERING &ALL DRAIN MANHOLES SHALL BE 4'DIAMETER UNLESS it.SIZE OF GAS LINE TO BE DETERMINED BY KEYSPAN GAS. ' S.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE DEPARTMENTS MUST BE CONSULTED. OTHERWISE NOTED. © 2OG7 BSC Group.Ie _ MEANS,METHODS TECHNIQUES,SEQUENCES.AND PROCEDURES 12 ALL PIPING WITHIN 10`OF THE PROPOSED BUILDING TO BE OF CONSTRUCTION REQUIRED FOR THE INSTALLATION OF THIS 11.ALL METHODS AND MATERIALS SHALL CONFORM WITH THE 6.UNLESS OTHERWISE NOTED.ALL EXISTING UTILITIES THAT CAST IRON PER MASSACHUSETTS STATE PLUMBING CODE. SCALE: 1'= 20' WORK. MASSACHUSETTS HIGHWAY DEPARTMENT STANDARDS AND TOWN SERVE EMSTING USES/BUILDINGS,INCLUDING BUT NOT LIMITED OF BARNSTABLE REQUIREMENTS.CONTRACTOR TO COORDINATE TU,DRAIN.GAS,TELEPHONE CABLE AND ELECTRIC SHALL BE 13.ALL EXISTING SEPTIC COMPONENTS TO BE PUMPED AND 8,ALL MATERIALS SHALL BE NEW AND FREE FROM DEFECTS AND WITH THE PLANNING BOARD'S AGENT REGARDING CONSTRUCTION PROTECTED. THESE UTILITIES AND OTHERS THAT SERVE ABANDONED IN ACCORDANCE WITH TITLE REGULATIONS 0 10 20 40 - OF GOOD QUALITY. INSPECTION REQUIREMENTS ADJACENT PROPERTIES SHALL REMAIN IN SERVICE THROUGHOUT - ISSUED FOR PERMITTING 7.THE CONTRACTOR SHALL KEEP THE PREMISES FREE FROM CONSTRUCTION. I THE ACCUMULATION OF WASTE MATERIAL AND OTHER DEBRIS FILE:4NO:5698-02 RESULTING FROM TI4IS WORK. NOT FOR CONSTRUCTION DWG. N0:5698-02 JOB. NO: 4-8930.00 SHEET CB OF C71 SOIL TEST PIT DATA: SYSTEM PROFILE: NOT TO SCALE DESIGN CRITERIA: GENERAL NOTES: VENT/ EXISTING FLOW: 1.THIS PLAN IS FOR DESIGN AND CONSTRUCTION OF THE 7.EXISTING UTILITIES WHERE SHOWN IN THE DRAWINGS ARE TEST PIT Al- TEST PIT�2_ 7DP FOUNDATION CHARCOAL FILTER SEWAGE DISPOSAL FACILITY ONLY. APPROXIMATE THE CONTRACTOR SHALL BE RESPON-SIBLE GRD. EL 52.6 ORD. EL. 53.2 EL=s3Do 38 BEDROOMS ® 110 G.P.D./BED = 4,180 G.P,D. FOR PROPERLY LOCATING AND COORDINATING THE PROPOSED 2 ALL CONSTRUCTION METHODS AND MATERIALS SMALL CON-STRUCTION ACTIVITY WITH DIG-SAFE AND THE ,EST. HIGH GW. NA EST.HIGH GW. NA EL=52.98 CAST IRON COVERS TO GRADE CONFORM O MASS.S.E.P TITLE 5 AND LOCAL BOARD OF APPLICABLE UTILITY COMPANY AND MAINTAINING THE EXISTING UTILITY SYSTEM IN SERVICE DIG-SAFE SHALL BE NOTIFIED PER 3.ALL PIPES LOCATED UNDER PAVEMENT OR TRAVELED WAY THE STALE OF MASSACHUSETTS STATUTE CHAPTER 82. DESIGN FLOW: SHALL BE SCHEDULE 40 OR EQUAL SECTION 409 AT TEL 1-888-344-7233.THE ENGINEER DOES FILL FILL 4.THERE ARE NO KNOWN PRIVATE LIELLS LOCATED WITHIN 150 NOT GUARANTEE THEIR ACCURACY OR THAT ALL UTILITIES AND ,. 4'P 16,Z6O S.F. OFFICE SPACE ®75GAL/1 OOO S.F. FT.OF THE PROPOSED LEACHING FAOUTY NOR ANY KNOWN SUBSURFAELEVATIONCE STRUCTURES R UTILITIES LOCATIONSTAKEN AMRECORD WELLS PROPOSED WITHIN 150'OF ANY KNOWN LEACHING PLANS.THE CONTRACTOR SHALL VERIFY SIZE,LOCATION AND 30" 36" _ PROPOSED LEACHING FIELD CAP END 18,260/1000 x 75 = 1,370 GPD FACILITY. INVERTS OF UTUTIES AND STRUCTURES AS REQUIRED PRIOR EL-50.1 EL-50.2 I=H 5.WITHIN LIMIT OF EXCAVATION REMOVE ALL TOPSOIL SUBSOIL TO THE START OF CONSTRUCTION. - 9 OUTLET - NET REDUCTION = 2,810 G.P.D. (677 REDUCTION) AND OTHER IMPERVIOUS MATERIAL 01=C I-E DIST.Box z I=J B.REPLACE ALL EXCAVATED MATERIAL WITH CLEAN S.THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER.A GARBAGE GRINDER IS NOT C z GRANULAR SAND.FREE FROM ORGANIC MATERIAL AND M. SAND I=G REQUIRED SEPTIC TANK: DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS OF RECOMMENDED DUE TO RECOGNIZED ADVERSE IMPACTS TO THE toYR 7 a c 4500 GALLON 1,370 X 200% 1ST COMPARTMENT)= 2.740 74 GAL. DIFFERENT CLASSES OF SOIL SHALL NOT BE USED.THE FILL LEACHING FACILITY. COARSE ND SEPTIC TANK a ;0 SHALL NOT CONTAIN ANY MATERIAL LARGER THAN TWO 9.EXITING INVERTS ARE TO BE CHECKED BY THE CONTRACTOR 10YR 7 3 MICR WATER ELcK 1,370 X 100%(2ND COMPARTMENT)=1,370 ,AL. INCHES.A SIEVE ANALYSIS.USING A q4 SIEVE,SHALL BE PRIOR TO CONSTRUCTION. PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL UP TO 10.THE ENGINEER IS TO BE NOTIFIED OF ANY FIELD CHANGES EL 42.6 t2o• SEPTIC TANK REQUIRED =• -SEAL. 45 X BY WEIGHT OF THE FILL SAMPLE MAY BE RETAINED ON THAT MAY BE REOIIIRED. SEPTIC TANK PROVIDED: =44.4_�AL. THE i4 SIEVE.SIEVE ANALYSES ALSO SHALL BE PERFORMED ON THE FRACTION OF FILL SAMPLE PASSING THE/4 SIEVE. 120' SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL DATE: EL=43.2 1ST COMPARTMENT PROVIDED = 2.980 GAL MEETS EACH OF THE FOLLOWING SPEOFlCATIONS: �W OF 5/16/06 DATE: s4, 2ND COMPARTMENT PROVIDED =1.4 0 •AL 100 R MUST PASS/4 SIEVE(L.75 mm EFFECTIVE PARTICLE .JV TEST BY: 5/16/06 SIZE) THE BSC GROUP INC. TEST BY: - 10 X-100 X MUST PASS#50 SIEVE(0.30 mm EFFECTIVE THE BSC GROUP. INC. PARTICLE SIZE) 9 CIVIL ,�, WITNESSED BY: INDICATES VARIANCES REQUESTED: SIZE OF LEACHING FACILITY REQUEED:I o X-20 x MUST PASS/100 SIEVE(0.15 mm EFFECTIVE No.15937 DON DESMARAIS WITNESSED BY: v OBSERVED PERC. RATE: DON DESMARAIS GROUND WATER NONE DESIGN PERC. RATE• <2 MIN./INCH PARTICLE SIZE) 0r9TE0 _�-MIN./INCH PERC.RATE: - LONG TERM APPL. RATE 0.74 G.P.D/S,F. PARTICLE SIg�T PASS p200 SIEVE(0.075 mm EFFECTIVE 0NAL04" <2-MIN./INCH INDICATES SOIL EVALUATOR PERC. 1,370 GPD / 0.74 GPD/SF = 1851 S.F. MARK SOIL CLASS: SOILBB EVALUATOR DIBBTOR TEST DATUM: 1 SOIL CLASS: INDICATES SIZE OF LEACHING FACILITY PROVIDED: ADDITIONAL SEPTIC DETAILS UNSUITABLE VERTICAL DATUM: N.G.V.D. DATE 1 MATERIAL BENCH MARK USED: TOP OF HEADWALL 68' X 28' - LEACHING FIELD DISTRIBUTION BOX - SEE SHEET C8 PROFESSIONAL ENGINEER LT.A.R. 0.74 G.P.D./SQ.FT. L.T.A.R. BENCH MARK SET: ELEVATION 52.98 BOTTOM = 68 X 28' = 1904 S.F. INSPECTION PORT - SEE SHEET C8 0.74 G.P.D./SQ.FT. NOTE: EDGE OF WATER ELEV=34.5 1904 S.F x 0.74 GPD/SF - 1,408 GPD / ENl=Y DnITRr 11 ROSE P CL•RII TR. SITE PLANS LEACHING FIELD DETAIL: NOT TO SCALE pERFORATEDH 80T PIPE 'Ir // / / //RKlnc�r rnl=DEL 19p `11 = PROFILE 36•MAX COVER ANT j` / / _ / //// _--- / � - __ COMMERCIAL BIT.PAVEMENT "� I / I / Y \- \ n I FINISHED GRADE VENT ENDS / / EXISTING SEPTIC COMPONENTS I / / ! r s-� SERVICING LODGNG ROUSE TO BE r / =`/ REDEVELOPMENT - - - - I i��I1` / i �' / /\ I _ -- _ - - -� - C RELOCATEDAbPCRADED y4•P�F'iS:B'8®CO.O �. 4S BENDS /� I - INFlLIRATION SYSTEM 1 \ 1 /'%� // 4'PVC ••q�p ]•q•�gpq CAP EN OF LATERAL / > A /� , LP° 7 B s 10 1'12 _ � � I'_ ��/-' / �; / #1555 ROUTE 132 - e M• `4?S`-•`a6•"`a6q�^Oa6L^4."6�`� Be DEPTH \/ / / / I , RIM 8=5235 Bb]A LP W STONE s, ,2 9.,` ` PROPOSEDy-. _ RIM 9-5270- 32.U�' I RIM 12=52.45 RI1=53.00 RAIN CARD /2 I N a LEVEL BOTTOM e e e \ 1';ELL I / / / RIM=51.50 I i( POLE TO BE •88, e 1 S 75'44'31" \ \ \ R \ 3 I / / / P 75.46.20•w\ 2s.00' ' ' CAPER HYANNIS 38•MAX.-12•MIN.COVER S,pRY / \ S 75' •31"`� M \ I � / 2z MIN.FINISH GRADEz77 BIT.PAVEMENT s! /// / 25.00' \:'DUD=RAMP \ /f/ / / MASSACHUSETTS smuciuRE 1511. 3:1 MAXIMUM (5)4•PERF PVC(SCHD 80) \ ?' N 7s• 'ao" w ` _ � r -- � ILL \ � \ BARNSTABLE - ,. � � /s 14.1s' o"w 7asz' - / U +S1 % +s a }o + •. 5 '4340"E \ / / r E ca. _� - --.'r, � p ----_.--- _-- �� l�\ � I( lI �l' 6• de•a'q'r Z" ,.�a1'4P'! 0.`2`rM•' 2"MIN.OF 1/8•TO / ) -_ -- / - ( - �' I, ! ��JJ,, ✓ - !LIFT f. [ IF ! -�!__...� \ / / e. .ye e e Cat/2'WASHED STONE 6.5 � / � \m GA 5 ___ �-- li ��._,_-_ _\ / / /O- UP z / AIFTFrr -- - _ __ _ _�_ gip____- SEPTIC LAAN `4' W -\ BENPCHMARK. I�' PLAN 28' // ` 1'� w W °w RW I YOKE w...151.1�_ w- 30' W t -_.L-r�'� r'n ___-_ .--. -.-�=/ __= e __I._. x' ..mow �' S6 43 ° a / HEADWALL , 3/4°T 1-1/2`DOUBLE) .. - .�� _ / WASHED STONE NO FINES IN h4915 _ CROSS-SECTION I/ - 1000 TOa U. IOW L<n � /) �, � APRIL 11,2007 STRUCiU.E^..rI,G �s s r � /- 2-COMPARTMENT INVERT ELEVATIONS: i �. /d - -J �> ` s ® %� H-2o SEPTIC z siary 's 29.68 CI( TANK Sil=VCi°URE ;'IS 5 1 '/ /' `/ /.:�� / / // FINISH FLOOR 53.00 A / 2Q' a C o z>< u N RIM=5200 S / .�� a �/ c' 4" INVERT AT BUILDING 50.49 B /' f \ $ O O 4° _ / .+o% > / t J cc 4" INVERT AT SEPTIC TANK IN 50.13 C / \-� /I..�i / ` / P 05 Q 4" INVERT AT SEPTIC TANK (OUT) DEN#2 49.88 D / I$ \ 4\ -� LL�t J / / / U / c� (\ cD 4" INVERT AT DIST. BOX (IN) 49.34E / 4s I 9� \ " ` / / 1 /I/ ^ Q N0. DATE DESC. 4" INVERT AT DIST. BOX (OUT) / 10' \ \ \ 20s S 70'J4 `L\ \ $ z50o W/MANHOLE / (� t /8/7 ADJREVACENT PER INFORMAL S.P.R. 49.t7 F I "' / / / / 2 6 26 07 ADJACENT RESIDENTIAL �� ' / � I T't 3 TY I p INVERTS AT LEACHING FACILITY: "l6 / / / I I r �\ - -- -_ - - - I/_/ / y /! J/I J BLDG TO REMAIN / PROPOSED 2-sToflr 4" INVERT AT BEGINNING If / I III OFTiCEBUILDINC LP _ .LP -'- LP / '1 - y I ';w / Q / I. 11. �- I 2V I / "{!' Q 3 12/18/07 REV. PER CCC COMMENT OF LEACHING FIELD 49.00 G BREAKOUT 49.50 co"c 1e2e0 s0.FLU I / I Pao F.F-53.00 / / Iij o J 4 5/07/08 REV. PER FORMAL S.P.R. 4" INVERT AT END n'.nnol; I OF LEACHING FIELD 48.72 H nR'nc I r - .- __ _ _ ISLnND FL ic� 8 I / 1 __ -� \ POLE -_ _.i , uliu:.11;01/I m I� ELEVATION AT BOTTOM ( �- N �� c 48.22 J % 10.00'o I / J 29.85' g / -11.88'S 20.00' ' / INSPECTION O OF LEACHING FIELD N pp PORT(TYP OP I' / ) I NO OBSERVED GROUNDWATER w '_/ / I cc 00TTOM OF HOLE 42.60 K / o NFlURanoN/SYSTEM/3L .- I I / I I , SEPTIC TANK DETAIL: 4,500 GALLON H-20 __ _ _ EC G tl.-Pa. - 1-- PREPARED FOR: taut.PAD Ix 2a' SHOREY ST-4500-H-20 OR EQUIV. -/ ABsoflvnoN s TEAR / ° If NOT TO SCALE / / / ./I /i n J � ; P �eslLxEc�FICEL7D \ /� /, �, uP BROWN, LINDQUIST / 011:R '�(-/ 1 y siaucT a,';;Iss I \ /'' _ �I FENUCCIO & RABER NOTES:1.SEPTIC TANK SHALL BE STEEL 5.INLET AND OUTLET TEES TO BE CAST IRON, �`F.pGE of pLnjyT_-_ I I -� 1° - --- Zg'T Si �- 1RANSFORMER 7BD(PER I I j / RENFORCED CONCRETE. SCHED.40 PVC OR CAST-IN-PLACE CONCRETE D nReA 1 J'77-�l .-�T _ �1 - L Y, I' l` l 203 WILLOW STREET 2.SEPTIC TANK'N WITHSTAND H-20 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER. I \ _ - _-__- - - C / LOCAL UTILITY COMPAN1� I, _ �FLL �. 1 YARMOUTHPORT, MA 02675 3.ALL PIPE CONNECTIONS AND CONCRETE -24' ,1,E -_\\ CONSTRUCTION SHALL BE WATERTIGHT. �••+' J S / ,ram, A � o 4.FILL ALL UNUSED KNOCKOUTS WITH BROUGHT T C.I.HEAVY G ADE MANHOLE COVERS H, f )_ BflOUGHT 1D FINISH GRADE 111---✓✓✓ _ - .,� 3 1 / \ �^^ ^�� MORTAR. TEE TO BE UNDER p! p J\(V'. I0►`94' M.X.OPENING 1'MIN. 6' i • 5LIP RAISE M. w ` 6° - •- - - -� J 498t_TQ EDGE OF WATER 540*-RECORD-PLAN- - B8 T -CALCULATION _ J mac. -�\- - // 1T-0' SEWER BRICK _ 1- 11H _ 5 \ T'� GG/ / 349 Main Street 1RANSFORkfER E��- --E- - E� __ INFlITRATON SYSTEM N• @ MORTAR `- < P 84_� AIM-50.80 I� : I\a L<� , 16,-0, /2 PAD P UI l.IIN II Cy-'DI�`1_G�_ __ __ - _ _ _ 1 / I `'r"` Route 28,Unit D 1` I �- `- - 5.47 1 _ \ ///\F( VENT(PITCH,�•/� / j II W.Yarmouth,Massachusetts 02673 n / EDGE OF P EMEI. III 3• ` CB 4\ I,u F I-_-R 3=51.47 j TO DRAIN] /�j" GAS/LINC PER LOCAL I T 29 xlsnNG I\ PosT nND unurr COMPANY / I / 5087788919 PRECAST SEPTIC TANK �0. I iRUCTURE I RI a49. I °UIRn RJ i.SIt.;,P 2 i7. \ RnIL FENCE /�:/o REQUIREMENTS / / .I INLET lEE Y-8• \ S YARD T. aIAP 253 J OO - 6. . 9 0\ PnRCEL 5 \• h�P\ EDG CI j� ii= © 2007 BSC Croep,Inc. .' LIQUI6'-4D MIN. li t ureH �;�. \ O �o:.ul" I ° I R n/ 1" = 20' LIQUID DEPTH 7 DITU I,,OUS NnRLLI _ - _ "NS ::y.:-::•�.�.r=::: � �>cB ... (� m.,l, � !--�_ / , D 10 20 4o ram. PLAN VIEW BOTTOM ON LEVEL STABLE BASE • `� - II�III / -/�- - J _ f I' SU�D', OR P RMI ING - WG 8'MIN.3 t4"TO �R/,fiYJ uasr • Dr.:_ i /,/ / NCO STRU I ION DWG. NO:5698 D02 t t/2•STONE CROSS-SECTION NEW �. / - / c / DI.IH I / I I ;I/� \i!i / O/ F R 11 JOB. NO: 4-8930.00 SHEET C7 OF C11 L2'TO 4' 5 MIN. PRECAST UNIT , 12"CRUSHED . STONE BASE AL TERNTE ECCENTRIC CONE SECTION BASE DETAILS 8"DIA.INSPEC710N 24'SQUARE COVER(NEENAH N0. OF OUTLETS J = OPEN ING 3•x6"z12' FINISHED GRADE o FINISHED (TYP. PATIO BLOCK T FI -A)BROUGHT . TO NISHED GRADE COVERCOVER REMOVABLE �3'WALLS NOTES 5'MIN. n ' 48'DIA MANHOLE ,;1,.'n'r•lo:n....�:t.:: � 1.DIST.BOX TO WITHSTAND H-20 LOADING tt `TM1//2 MIN, gLTERNATE TOP SLAB 1 B"TO 1 2" BIT.CONC.PAVE t fI1 2•PROVIDE INlE7 TEE OR BAfFlE WHERE1 "� SLOPEOF PIPE EXCEEDS 0.05 FT./}T OR T IN PUMPED SYSTEM.FRAME AND GRATE PER WASHED STONE B' 95'W },FIRST TIED FEET OF PIPE OUT OF DIST. CRUSHED S70NE3'MIN. MUNICIPAL STANDARDS .4.) � �V � �� BO%TO BE LAID LEVEL.(TYPJ i i L 4.ALL PIPE CONNECTIONS AND CONCRETE B'MIN. BRICKS MAY BE USED <� y BOTTOM ON LEVEi 4• CONSTRUCTION SHALL BE WATERTIGHT. JOINT DETAILS FOR GRADE LEACHING FIELD STABLE BASE 6'MIN.3/U TO S.FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 2'-0't 1' t 1/2'CRUSHED • ADJUSTMENTS FRAME DISIRIBU110N LATl7EAL L O� CROSS-SECTION STONE BASE N ez DIAMETER TO BE SET IN FULL <V . ITJF BED OF MORTAR. O�Ll LY �(11 OF M. SEE JOINT DETAILS T'T Q G T r4 o MARIt D. G PROMDE'V'OPENING 3/4"TO 1-1/2' DPREC.X DIBB mm o rn 4'-0.2 1'DIAMETER CROUT ALL AROUND DOUBLE WASHED 3 CMl PgRF OUTSIDE OF PIPE STONE NO FINES 4'PERFORATED IP � ( ) PVC PIPE SCH,40 30" .p No.459W pat' r &2'CLEARANCE FROM SAND TO - T- MORTAR ALL JOINTS ABOVE PEASTONE &DNA ENo NOTES: (NO STONE IN 1,ALL PRECAST JOINTS TO BE z PIPE)TO BE USED - SEAIID Ni7H BUM RUBBER. 5'MIN. a 'E%TERMINA70R•TRAP AS A VISUAL 2 DESIGN To CONFORM 10 INSPECTION PORT H-20 LOADING aI PLAN NEW /,li'Iv J�/TOOY 1 CONTRACTOR HAS THE SEE BASE DETAILS DATE OPTION To USE ALTERNATE OBSERVATION PORT DETAIL DISTRIBUTION BOX DETAIL: TOP SLAB, 12•CRUSHED STONE BASE PROFESSIONAL ENGINEER - PRECAST CONCRETE CATCH BASIN NOT TO SCALE NOT TO SCALE SCALE:NONE SITE PLANS COMMERCIAL HYDRANT MANUFACTURER VARIES rL MAIN CONFORM TO LOCAL FIRE I (SEE LOCAL FIRE DEPT.REOUIREMEN75) REDEVELOPMENT DEPT.STANDARDS - ADJUSTABLE VALVE BOX PER LOCAL ROTATE HYDRANT WATER DEPT.STANDARDS CROSS COUNTRY PAVED HYDRANT TO BE ADJUSTED AS REQUIRED FINAL GRADING TO GRADE AS REQUIRED / N FINISH GRADE PAVEMENT AS gEQUIREC 1555 ROUTE 132 (2 OR 3 WAY CONNECTION AS REWIRED) \ \� \\ \ \ \\ COST.GROUND SURFACE COMPACTED GRAVEL TRENCH WIDTH,Ws DR WU IN ADJUSTABLE VALVE BOX q 6•MIN LOAN AND SEED— AS REQUIRED I I PER LOCAL FIRE DEPT. F D Wu Ws FINISH GRADE •i STANDARDS ; (SEE SPECFlCATIONS FOR COMM N FILL MATERIAL I DIAMETER OF PIPE UNSNEEIED SHEETED ; HYANNIS _ I W COMPACTION REQUIREMENTS) 12•AND SMALLER 3'-0• 4•-2• :MASSACHUSE1TS I I K u SHEETING,IF USED,SHALL BE LEFT 15' 3'-V 4'-4' BA(NSTABLE I$" }•_g• 4'-8• PLACE,BELOW 12-ABOVE UNDISTURBED EARTH 8 I i Wu/2 9/2 (CROWN,EXCEPT WHERE OTHERPIPEWISE B•GALE VALVE 8'GATE VALVE z INDICATED OR DIRECTED 21• 3'-10' 5'-0' 24" `'-2 5-4' DETAILS M.J.FITTINGS N.J.FITTINGS(TYP.) N COLOR-COOED WARNING TAPE PLACED 27. CLASS"C•GONG. WATER MAIN I... FULL LENGTH OF TRENCH 4'-B' 5'-B" BACKING AGAINST ,I (TYPJ Y��?t�l-,szY¢T.�--cJ 30• 4'-10" dl.. UNDISTURBED MATERIAL TEE .-c, }.,L-t` UNE OF NARROW TRENCH UNIT p, 1,• I T�i 6'-0' FOR PVC PIPE 3/4'CRUSHED STONE SHALL BE 4 J ••-. PLACED AGAINST UNDISTURBED SIDES AND 42' 6-2 7-4* 7'-4• f 6•MINIMUM IN LEDGE 8'10' B'-0' APRIL 11,2007 i�v BOTTOM OF TRENCH TO B'ABOVE THE CROWN - l�x yy/` tl 2 THE RODS(TYP.) PROVIDE 7 W.FT. (1(i EACH SDE) CONCRETE SUPPORT PAYMENT LIMITS FOR ORMAL EXCAVATION TRENCH WIDTH DATA _ \ AA EXCAVATION t/Y TO 1'CRUSHED PIPE STONE TO AT LEAST I Y,. / i //\\ / I FOR RC/HDPE/DI PIPE,3/4'GRAVEL P , 6'ABOVE DRAIN HOLES �" CLASS•C"GONG.BACKING H _I OR CRUSHED STONE SHALL BE PLACED GRAVEL BEDOIN EXCAVATION--1-EXCAVATION AGAINST UNDISTURBED SIDES& ,A , AGAINST UNDISTURBED NDISTURBED MATERIAL IN LEDGE IN EARTH BOTTOM OF TRENCH TO MID-DIAMETER - 6•Xx PIPE MATERIAL OF PIPE NO. DATE DESC. FIRE HYDRANT & VALVE GATE VALVE TYPICAL PIPE TRENCH SECTION 1 5/8/07 REV. PER INFORMAL S.P.R.2 6/26/07 ADJACENT RESIDENTIAL SCALE:NNE SCALE:NONE SCALE:NONE BIOG TO REMAIN 3 12/18/07 REV. PER CCC COMMENT 4 05/07/08 REV. PER FORMAL S.P.R. OHF J K L M N O O 4'TiRU B' 10' 10' 1'-0• 2'-0' 1'-B' 10' 10 THRD 18'1'-0'1'-6• 1'-6• 3'-10'2'-10 1'-6" DIRECTION OF FLOW CONCRETE BACKING AGAINST UNDISTURBED MATERIAL - z TEES AND PLUGS WATER MAIN 2/3 D(B"MIN.) UNDISTURBED 90&IS BENDS 22 1/2&11 1/4 EARTH(TIP)—� UNDISTURBED X D 4'TOB'0•TOt6 24' 'TO ID'TDiB 24' PREPARED FOP- EARTH x I 1'-8• S-4. 3'-6 r-s• 2•-D• 3•-B• BROWN, LINDQUIST r I r-2• I'-B 2'-4 1•_o 1 1'-2 2'-4• FENUCCIO & RABER PLAN - TEF AND PLUG PLAN - HORIZ. AND VERT. BEND BENDS 203 WILLOW STREET RESTRAINED PVC BELL JOINT TEE NUT&WASHER YARMOUTHPORT, MA 02675 TIE ROD(TYP.)� SOCKET CLAMP _ � NOTES: CAST IRON MECHANICAL JOINT SPOOL PIECE t.PROVIDE CONCRETE THRUST BLOCKS AT ALL BENDS DEAD ENDS,&LEES �� UNLESS OTHERWISE DIRECTED.CONCRETE FOR ALL THRUST BLOCKS 7I MJ GATE VALVE BE PLACED AGAINST FIRM,UNDISTURBED SOIL PROVIDE APPROVED ANCHOR 0 0 HARNESS RODS&SOCKET CLAMPS AS SPECIFIED&IN ACCORDANCE WITH PVC FORCE MAIN 10 PIPE MANUFACTURERS RECOMMENDATIONS WHERE SOIL HAS BEEN DISTURBED 349 Main Street WATER MAIN OR THRUST BLOCKS CANNOT BE USED,AS DIRECTED BY THE ENGINEER. Route 28,Unit D L OR Y 7EUz 2.ALL SOCKET CLAMP METAL SHALL BE COATED WITH BLACK ASPHALTUM COATINGS OR OTHER WRIER DEPARTMENT APPROVED W.Yarmouth,Massachusetts 02673 508 778 8919 3.CONCRETE THRUST BLOCKS POURED BEHIND 3-WAY TEE&HYDRANT SHOE 0/4 NDISTURBED EARTI TO BE USED WITH SOCKET CLAMPS // TYPICAL SECTION 4.NO CONCRETE SHALL COVER PIPE JOINTS,FITTING JOINTS,BOLTS OR Q SC BSC Group.Inc. SCALE: 1" = 20' TEES, BENDS AND PLUGSHYDRANT DRAINS. ISSUED FOR PERMITTING D to 20 40 �. _ RESTRAINED MECH. JOINT FITTING RESTRAINED JOINT TEE CONCRETE THRUST BLOCK FOR PRESSURE PIPE FILE:48930-SP.DWG SCALE NNE SCALE:NNE NOT FOR CONSTRUCTION DWG. NO:5698-02 •NONE SHEET CB OF CI JOB. NO: 4-8930.00 CONCRETE SLAB 4'-O' NOTES: BRISTLE-BROOM 1.WALK TO 6'THICK IF , FINISH A 1.5R'E MIN. SUBJECT TO VEHICULAR LOAD.FINISH GRADE T�< [ 2 PROVIDE EXPANSION JOINTS �1f 'X" AT MIN.20 FT O.C.TW7H PRE- 6'x B,- ............ MOULDED JOINT FILLER. WELDED RAVEL a PRMESHBORROW BASE(M 1 030 C) 5'OAOVIDE CONTROL JOINTS AT / 4.PROVIDE BROOM FINISH IN - - � .vivi. DIRECTION PERPENDICULAR TO I A CURB. CONCRETE WALK S.CONCRETE SHALL BE 4,000 PSI-TYPE II. I/2'CHAMFER 6' 3/4'R 1/2'PREFORMED 46.CONSTRUCTION FINISH GRADE JOINT FILLER TOLERANCE ,0.5R HOT MIX ASPHALT TYPE I A CURB .' HOT MIX ASPHALT PAVING 1-1/Y HOT MIX ASPHALT WEARING COURSE WEARING COURSE FINISH A ' E%PANSION JIONT NOTES /2' HOT MIX ASPHALT - \\/./�AM \\ nX" 1.EJ AT ALL INTERSECTIONS 1-1 HOT MIX ASPHALT BINDER COURSE / - WALKS-EVENLY SPACE CJ BETWEEN EJ, BINDER COURSE ._,� PRECAST REINFORCE CONCRETE WRB.3.000 P.S.I.MIN.STRENGTH. 2 EJ ALONG ALL RETAINING WALLS, - J' 6'-0'STANDARD LENGTH END W.W.M.Y CLEAR /G m • O OF STRUCTURES.HANDICAP RAMPS.LIGHT -- �sTW L4sy OF EXPANSION JOINT -T" IV COMPACTED GRAVEL COMPACTED GRAVEL ./\ ^ �• • .T4' 4f BASES,BENCHES ETC..USE REMOVABLE BORROW BASE o MARK D. FYPANSION JOINT- SECTION A-A PVC SPACER k SILICONE JOINT FILLER. - (N 1.03.0 C) BORROW BASE(M 103.0 C)� • ;, F •. .� DIBB 3.ALONG GRANITE CURB PROVIDE '^ _. / / .`'�� "' .. $ CIVIL CONTROL/EXPANSION JOINT SPACING POLYETHYLENE BOND BREAKER&TOOL °• " �m�COMPAC SUBCRAO�C\/\\ 3000 P51 CONCRETE No.4593] WIDTH CJ EJ EDGE JOINT. �� `\,�\ `y. / /\F m orsTsw� . {\ CdAPACT GRAVEL BORROW O 4 S' 25' 3000 PSI CONCRETE v. fi 6' 6' \ BASE(N 1.03.0 C) 'W B' 6' 24 CJ=CONTROL JOINT STANDARD DUTY FLEXIBLE PAVEMENT 7 5 28 EJ-EXPANSION JOINT B bx4 24 � •.�•Gf' // 9 4.5 x4.5 27 S T Zo D 10 5 x5 30 DATE PROFESSIONAL ENGINEER CONCRETE WALKWAY HOT MIX ASPHALT PAVEMENT SECTIONS VERTICAL GRANITE CURB PRECAST CONCRETE CURB SCALE NONE SCALE NONE SCALE:NONE - SCALE NONE SITE PLANS COMMERCIAL 2'-0•E• REDEVELOPMENT T LL3 3'-D' 2'-0.4• ANCHOR BOLTS PER ANCHOR BOLTS PER #1555 ROUTE 132 e MANUFACTURER SPECIFlCATONS MANUFACTURER SPECIFICATIONS IN NOTE- SLOPE 2. •SLOPE TOLERANCE FOR B ' W -�f PAINT BASE YELLOW CONSTRUCTION=3 0.50% m� I FlN15HQ)GRADE - �/�L E��L� FROM GROUND ROD,BOND TO GROUND 2_ HYANNIS �i LUG WI INN POLE BASE W/6'RIBBON FINISHED GRADE MASSACHUSETTS ' 2 BRAID GROUND CONDUCTOR. t FRDM GROUND ROD.BOND TO GROUND ' L G Q'/ . 4-/4 REBARS VERTICAL WITH/3 �C LUG WITHIN POLE BASE W/8'RIBBON BARNSTABLE PB b .. - RAID GROUND TOR Q/ SPIRAL TIES.TRIPLE LOOP AT TOP• B G D CONDUC zMIBOOM,6'INTERMEDIATE SPACE, N. }p ' 4 I p4 RE.TRIPLE VERTICAL WITH P3 {� 1/. <.V, 2'CLEAR ALL AROUND.- I SPIRAL TIES.TRIPLE LOOP AT TOP k T i b h 1'VERTICAL < 1 -�-ELECTRICAL CONDUIT 5? BOTTOM,B INTERMEDIATE SPACE.MIN. G' B .. _ DETAILS ,. SWEEPS AS RE IRED 2'CLEAR ALL AROUND.- I W GRANITE CURB •\/ 3000 PSI .. - CONCRETE—, MPAC7ED THROUCHLY COMPACTED ,i �—ELECTRICAL CONDUIT _ ..°� 3000 PSI GRAVEL BORROW BACKFlLL(8'LIFT SWEEPS-AS REQUIRED BSx DOMPACTIW) CONCRETE—m -COMPACTED THROUGHLY COMPACTED 11/ GROUND ROD GRAVEL BORROW BACKFlLL(64 LIFT C\y' OMPACTED SUBCRADE 95%COMPACTION) \\\ �� I/ (/c GROUND ROD APRIL 11,2007 q k S-0'MIN.LENGTH ,A TRANSITION PIECE �.I, •TYPICAL DIMENSIONS/REINFORCING.LFROJECT MANAGER TO COMPACTED SUBCRADE y�J CONFIRM N17H A STRUCTURAL ENGINEER BASED UPON SOIL CONDITIONS,POLE HEIGHT AND FIXTURE STYLE BEFORE •TYPICAL DIMENONS/RQNFORCING.[PROJECT MANAGER TO SLOPED GRANITE EDGING PLACING ON PLANS] CONFIRM WITH ASS'TRUCTURAL ENGINEER BASED UPON SOIL ' CONDITIONS POLE HQCHT AND FIXTURE STYLE BEFORE PLACING ON PLANS.] FOR USE IN LAWN AREAS FOR USEIN PAVED AREAS - N0. DATE DESC. CURB TRANSITION CAST-IN-PLACE LIGHT STANDARD 1 5/8/07 REV, PER INFORMAL S.P.R. SCALE NONE FOOTING - FLUSH SURFACE z 6/26/07 ADJACENT RESIDENTIAL SCALE NONE BLOC TO REMAIN 3 12/18/07 REV. PER CCC COMMENT 4 5/07/08 REV. PER FORMAL S.P.R. 8-(SINGLE)OR 16-(DOUBLE) 6'-0'HIGH WOOD q BOLLARD q.DOUARD A STOCKADE FENCE 18 6 0 MAX 18' CONCRETE-CROWNED AT (TYP) r 1'-0' 6' TOP PAINT. ATI SEE ITT. I..�-(.- SPECIFICONS 18' fL 8'DIA,CONCRETE FILLED X� BOLLARD(TYP.): f�l •LAYER OF ( •) 9' GAIVANIIED STEEL PIPE it ..t('. 1-1/2'-2'CRUSHED BOLLARD SHALL BE 48' O j: STONE IAI ABOVE FINISHED GRADE PREPARED FOR FENCE(TYP.) EXP JOIN NT FO AM) a ilo PAD ALL AROUND WHERT NOTED BROWN, LINDOUIST UL ENUCCIO & RA BER ix MIN SLOPE 203 WILLOW STREET 1 14: 2-0•O \ uaB -HARD SURFACE FINISHED -GRADE YARMOUTHPORT, MA 02675 it •. O /\ IF FINISHED GRADES SOFT /\eC\/iC\/\,h/•/• /'/• (.\/(�\/iC\/iC\/iC\.F SURFACE AREA THEN BRING � GROUP}. EXPANSION JOINT U \/\ j� GRADE AND PITCH AWAY TS O GATE �/ /r FROM CENTER OF FOOTING 349 Main Street CIP GONG APRON U/ / MIN.2000 lBS Route 28,Unit D A \/�\��\'{\\/;� //\ CONCRETE FOOTING PLAN SECTION A-A i q W.Yarmouth,Massachusetts 02673 y _ /f.--COMPACTED SUBCRADE 508 778 8919 NOTE. DIAMETER © 2007 BSC Croup,Inc. ..� SINGLE-8'WIDE PAD FACE OF CURB TO FACE OF CURB DOUBLE-16'WIDE PAD FACE OF CURB TO FACE OF CURB - SCALE: 1 20 SEE LAYOUT PLAN ISSUED FOR PERMITTING D ,D 2D ao CONCRETE FILLED STEEL BOLLARD FlLE:48930-SP.DWG DUMPSTER PAD SCALE NDNE NOT FOR CONSTRUCTION DWG. NO:5698-02 JOB. NO: 4-8930.00 ^ SCALE NONE SHEET C9 OF 1 e LIMITS OF CONCRETE RAMP CUTTER SLOPE CURB TRANSITION LENGTH FOR MEASURED ALONG TRANSITION LENGTH DETECTABLE WARNING BACK OF SIDEWALK 'LEVEL LANDING'1.5R(MAX) WHEELCHAIR RAMPS FACE OF TINS CURB SEE TABLE PANEL CURB TRANSITION LENGTH FOR .� SLOPE FOR DRAINAGE A OETECTABIf WHEELCHAIR RAMPS WARNING PANEL ROADWAY HIGH SIDE TRANSITION -" 'LEVEL LANDING't.SR MAX) ROADWAY TRANSITION LENGTH �s1oEWALKZ a " PROFILE GRADE LENGTH ROUNDED TO a SLOPE FOR DRAINAGE( PROFILE GRADE ROUNDED TO THE (°.b) THE NEAREST 4" $ NEAREST 4' SLOPGONG. .c <"SLOPE'. _--SIDEWALK 0 OR LOW SIDE 6'-6' A i .. CUT RAMP B "d A ( ) e 0 OR LOW SIDE B'-6• , °Y :6 L .. ."7.SR(MAX) Al -1 7-� H b a RAMP OPENING M-1 7'-6' d y"/ N-2 SLOPE >7-2 0 e r M o0o a >2-3 11'-0' 290EWAL!( d.a .e ta% >2 a 8 REVEAL CURB >3-4 ,4-0 �' ed, a3'MIN.OPENING >3-4 14-0' >4 15'-0' MAX < - e d°°^°O°o (I/4'MA%UP) >4 15'-0'(MAX)TRADE ON CURB ^_A" TRANSITION CURB D Y 1 1 1 1 1 1 1 I I I 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I L HIGH SIDE TRANSITION 5'-0'MIN. 6'-6'MIN. ---CRASS OR .L :' GRANITE ( TABLE BUILDING,ETC.- _ 'L' CURB LOW SIDE TRANSITION ROADWAY DOWN GR �'AOE .L.:::.. PLAN. JuoTEs: PLAN 235' 1.CONSTRUCTION SLOPE T�RANCEOFORRAMP AND SIDEWALK 2.35' 34'WIDE RED R YELLOW MOLDED 24'WIDE RED OR YELLOW MOLDED 2.THE MAX ALLOWABLE SLOPE OF ACCESSIBLE ROUTE DETECTABLE WARNING STRIP INSERTED NOTES: DETECTABLE WARNING STRIP INSERTED EXCLUDING CURB RAMPS SHALL BE 5R. INTO CONCRETE(SEE DETAIL) 1.SLOPE TOLERANCE FOR RAMP AND SIDEWALK CONSTRUCTION=t O.SOR 1NOF A4„_ INTO CONCRETE(SEE DETAIL) �, J.THE MAX.ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB SIDEWALK C NC$�U @� 4 W MIN, d RAMPS SHALL BE 7.51L 1.5% CUT RAMP •„^( E THE MAX ALLOWABLE SLOPE OF ACCESSIBLE ROUTE MARK D. G 75R N EXCLUDING CURB RAMPS SHALL BE 5R. ii CIBB MA% 17 CIVIL 610 9'za'LVW1A RB LINE O 4,A MINIMUM OF J FEET CLEAR SHALL BE MAINTAINED AT .�- MAX) 3.THE MAX ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB Na.45937 1 SR 75X ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE(I.E. I/4'UP(MAX) RAMPS SHALL BE 7.5R, q or �--�X `x) 1/4•UP(MAX) PLAN HYDRANTS,UTLIIY POLES,TREE WELLS, SIGNS,ETC.). - XT�X `ROADWAY PLAN 4.A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ',FSSuEWG OADWAY eOry 5.BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. CONCRETE Top• h ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE(I.E. � p SEE CONCRETE � o CONCRETE TOP, COMPACTED GRAVEL Tr�1 WALKWAY DETAIL COMPACTED GRAVEL 0 6'x6•WNiA I0.5'{ R? HYDRANTS,UTILITY POLES.TREE WTlle SIGNS ETC.)• SEE CONCRETE BORROW BASE,SEE o I BORROW BASE,SEE WALKWAY DETAIL CONCRETE WALKWAY TTT CONCRETE BORROW WALKWAY FDETAIL SEE S.BASE OF RAMP SMALL BE GRADED TO PREVENT PONDING. / DETAIL ELEVATION SECTION A-A DETECTABLE WARNING SECTION A-A ELEVATION DATE DETECTABLE WARNING PROFESSIONAL ENGINEER ACCESSIBLE CURB RAMP (ACE) TYPE 'A' — PARALLEL PERPENDICULAR ACCESSIBLE CURB RAMP (ACRE TYPE C — s�Ie STRIP SINGLE DIRECTION NTH LEVEL ENTRANCE SCALE NONE SCALE NONE SITE PLANS GALVANIZED ALUMINUM REFLECTIVE SIGN - PANEL WITH SELF ADHESIVE,ENGINEER- GALVANIZED ALUMINUM REFLECTIVE SIGN PANEL WITH COMMERCIAL GRADE,REFLECTIVE VINYL SHEETING.EDGES SELF ADHESIVE,ENGINEER-GRADE,REFLECTIVE VINYL TO BE DRESSED.PROVIDE SIGN PANEL h SHEETING.EDGES TO BE DRESSED.PROVIDE SIGN PANEL PRE-PUNCHED MOUNTING HOLES.IMAGE TO 12' AND PRE-PUNCHED MOUNTING HOLES.IMAGE TO BE REDEVELOPMENT BE SURFACE INSTALLED.SELF-ADHESIVE A— SURFACE INSTALLED,SELF-ADHESIVE ENGINEER-GRADE, •I o NON-REFLECTIVE VINYL ENGINEER-GRADE,NON-REFLECTIVE VINYL a PARKING SIGN(TYP. HANDICAP PARKING 1 VAN ACCESSIBLE 11 FLUSH CONCRETE ° HANDICAP ACCESSIBLE CURB SIGN p„,,) #1555 ROUTE 132 , II RAMP(TYP.) J- ' WITH'GALVANIZED STEEL C TUBE �"1 8.5 IN 8'R CIRCLE 12' � WITH CAP,AS PER SPECS '� &5' 2• SPECIAL PLATE REWIRED 2•T2•GALVANIZED WHITE PAINT HYANNIS . o> STEEL TUBE WITH +{ If 5' o CAP' AS PER SPECS I`1-70•-4 `PAINT LINES W) MASSACHUSETTS F 0' UNAUTHORIZED VEHICLES I I MAY BE REMOVED AT ON BARN$TABLE _ OWNERS EXPENSE LENGTH AS REQUIRED PLAN) 3'-0'(TYP) E` (SEE STRIPING PLAN) 6' TRAFFIC PAINT LE ° /iscuVAANIZ STm SL (TYP.)- TUBE DETAILS WITH'CALV.STEEL 2'-0' E TUBE SET IN MATERIAL VARIES,SEE BOLT WiTi NUT AND WASHER 1'(TYP.) 3'-10' L Q CONCRETE BASE MATERIALS PUN,FINISH �'� �`2 (TYP.) TO END - ' APPROX.12'DIAx GRADE VARIES,SEE OF PARKING 30'DEPTH GRACING PUN 2-0' SPACE(TYP,) A u FINISHED GRADE \ LONE 1 Ir B' •N� S �� WHITE PAINTED GaRB fY-0' 8'-0' 6'-0• - 6'-0' ��1L 11,HOOT T j"y j2_O. T STOP LINE (VAN SPACE) - (VAN SPACE) ,• VAN ACCESSIBLE b �\ 12'DIAMETER%24•CONCRETE - FOOTIN0. TER PSI 4 WHILE PAINT ACCESSIBLE PARKING PAVEMENT 1" %. e�./� 4'WHILE PAINT(TYP.) 4. MARKING SYMBOL 0 12' " COMPACTED SUBGRADE ACCESSIBLE SIGN&POST </r )VOTE: CENTERED I SYMBOL SHALL BE TRAFFIC PAINT AND /\/�\/\ CENTERED IN STALL {VISITOR SIGN&POST TIP.) PAVEMENT MARKINGS TO BE INSTALLED IN LOCATIONS SHOWN ON THE PUNS PAINTED PAVEMENT MARKINGS ACCESSIBLE PAINTED PAVEMENT MARKINGS NO. DATE DESC. 1 5/8/07 REV. PER INFORMAL S.P.R. PARKING SYMBOL & ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING SIGN PAINSCALE--NONE SCALE.NONE SCALE. TED REMAI TED PAVEMENT MARKINGS ACCESSIBLE PARKING SPACE 2 6/26/07 ADJACENT E SCALE-.NONE BLDG EN DMAL 3 12/18/07 REV. PER CCC COMMENT 4 05/07/08 REV. PER FORMAL S.P.R. CATCH BASIN-SEE PLAN - " i FOR ELEVATIONS 5 SEE PLANTING PLAN COMPOST LOAM - PREPARED FOR: PLANTING MEDIUM - III-III- H BROWN, LINDQUIST Irl III=Tf1 III I YAR FENUCCIO & RABER • 203 WILLOW STREET rjf�i�ll _ 1 MOUTHPORT, MA 02675 BIO-RETENTION SOIL RC(�9 GROUP 7''�/ DOUBLE WASHEDCRUSHED L✓\j Vla\oV S II Iii1L T- I-I_I ItLi i GATE WRAPPED N FILTER FABRIC 349 Main Street Route 28,Unit D W.Yarmouth,Massachusetts 02673 508 778 8919 UNDISTURBED SUB GRADE © 2007 BSC G—P,Inc. SCALE: 1" = 20' RAIN GARDEN 0 10 20 40 rm N.T.S. ISSUED FOR PERMITTING NOT FOR CONSTRUCTION DWG. NO: DG O:5698-2 ' SHEET C100F C11 JOB. N0: 4-8930.00 1 1 SOIL TEST PIT DATA: TEST PIT—al TEST PIT---NZ GRD.Et- 52.6 GRD. EL. 53.2 EST. HIGH GW. NA EST, HIGH GW. NA 24"DIA. HEAVY DUTY C.I. FRAME AND COVER 6'-0"DIA. 6'-O"DIA. FILL FILL 3"LAYER OF PEASTONE INDICATES 30" _II_ OBSERVED _ 1 EL=50.1 EL= 50.2 36" GROUND WATER �\EXTEND M.H. TO FINISH GRADE / \ INDICATES W/SEWER BRICK&MORTAR 1 PEST. \ j \ FILTER =73.4 LTER FABRIC(1' OVERLAP) �12"HDPE / INDICATES 7% D lEB E0YA/4 3 �}N°FWs00OO 1R COARSE UNSUITABLE ARA y 0 0 0 0 SHOREY LCB-1000-H-20 OR EQUIVALENT \ B� 120" 1120" 8 CIVIL m % 0 0 0 0 PLAN VIEW EL=42.6 El=43.2 ' 6.-8" �0.Al�E4° 0 0 0 0 H-20 PRECAST DRYWELL DATE: DATE: 5/16/06 5/16/06 '-0 O O O 0 2'-0 12"HOPE CONNECTION PIPE TEST BY: TEST BY: AT BOTTOM THE BSC GROUP,INC. THE BSC GROUP,INC. DATE 0 0 0 O WITNESSED BY: WITNESSED BY: PROFESSIONAL ENGINEER � DON OF.SAIARAIS DON OESMARAIS PERC.RATE: PERC.RATE: . 3/4" - 1 1/4"DIA. <_MIN./INCH <Z_MIN./INCH • 2' / WASHED STONE SOIL EVALUATOR SOIL EVALUATOR SITE PLANS MARK DIBB MARK DIBB SOIL CLASS: SOIL CLASS: CROSS—SECTION ' COMMERCIAL L.T.A.R. L.T.A.R. REDEVELOPMENT H-20 PRECAST DRYWELL (TYP.) 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. #1555 ROUTE 132 IN 70' HYANNIS 2' 6' 4' 6' 4' 6' 4' B' 4' 6' 4' 6' 4' 8' 2' ' MASSACHUSETTS v S S BARNSTABLE D D DETAILS N Y+ COVER TO GRADE ... -12"HOPE(TYP) COVER TO GRADE PLAN VIEW — SYSTEM #1 APRiL11,2007 NOT TO SCALE 20' 2' 6' 2' 6' 2' . NO. DATE DESC. N S 1 5/8/07 REV. PER INFORMAL S.P.R. 2 6/26/07 ADJACENT RESIDENTIAL COVER TO GRADE BLDG TO REMAIN D D 3 12/18/07 REV. PER CCC COMMENT 4 05/07/08 REV. PER FORMAL S.P.R. 12"HOPE(TYP) _ 30 2' 8' 4' 6' 4' 8' 2' PLAN VIEW — SYSTEM #2 NOT TO SCALE - S iV lV 30' O ;(�TY.') PREPARED FOR: 2' 6' 4' 6' ' ' 2' BROWN, LINDQUIST FENUCCIO & RABER 2O WILLOW STREET COVER TO GRADE YARMOUTHPORT, MA 02675 COVER TO GRADE D �BSC GROUP 349 Main Street 12" HDPE(TYP) IV H Route 28,Unit D W.Yarmouth,Massachusetts 02673 PLAN VIEW — SYSTEM #3 PLAN VIEW — SYSTEM #4 508 778 8919 " NOT TO SCALE © 2007 BSC G—p.Inc. NOT TO SCALE SCALE: 1" 20' STORMWATER DRAINAGE SYSTEM DETAILS ° 10 20 40 ISSUED FOR PERMITTING FILE:48930-SP.DWG NOT TO SCALE NOT FOR CONSTRUCTION DWG. N0:5698-02 SHEET G71 OF C11 JOB. N0: 47 8930.00 STAMP: � D ARCH/T '�J I I I I I I I j I I cr No. 10563 gARNSTA LE. I'-0' 10'-O' I 20'-0' I 2B'-O' I I 32'-0° I I 3O'_O" I 20,_O. 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BI INOU9 91'-0' ETE SLAB BITUMI I I NOTE: E E I j j I, SEE DRAWING A3.1 FOR BUILDING SE[ j I I DATE ISSUED: e I 10'-O" 12'-6" 12' 6"' 12'-6° 12'-6' W-6" IO'-6" 10'-6" 4'-6" 6'-6" 8'-6" Ib'-0° 28'-O" b'-6° 14'-6" I 11/18/2008 SO'-O" I 30'-O" I 31'-0" 28'-O" 21-0" I 5'-O'I REVISIONS: 'p B° 10'-O° I IB,_O" I I 25'-01 I 32'-0" I 30'-O" 28'-0" 10'-4° 14,_B°1, I'-O" 4• 2 0° I 175'-O' DRAWN BY: S.IWFUIL PROJECT#: C-0024-05 n DRAWING NO.: g FIRST FLOOR PLAN � 3 �SCALE: 1/8" = 1'-O" A l , l L- STAMP: AROH� r 0 No. 1�563 Q 1-1 BAR MAS S-r BLE" co W - -I Q2 Q3 Q4 4Q.3 4Q.8 l 7 J Q6 Q7 Q8 � aJ . Fq1 THri I I I I I I I I I I I I I I I I I j I I '7s'-o" I I I I I I I I I I 10'-0" 20'-0" I 30'_0° I �,_0" I I 30'-01 30'_O" I 25'-0" O .. 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RIDGE VENT � �.► �rr/ PLAN WRAP ICE 6 WATER SHIELD OVER �' RIDGE OF ROOF SHEATHING AT VENT, EXTEND 115' DOWN SLOPE FROM VENT RIDGE RECUT VENT AT RIDGE ROOF SHEATHING - SEE - DATE ISSUED: 5TRUCT. DRAWINGS 11/18/2008 ROOF SHINGLES ON ROOF - REVISIONS: UNDERLAYMENT, TYP. 2 A1.3 PRE-FAB. WOOD ROOF TRUSSES, TYP s J¢@ E DRAWN BY: ClS 2 TYPICAL RIDGE DETAIL 3 PROJECT#: SCALE: 1 I/2"=I'-O" A13 C-0024-05 DRAWING NO.: _ R ROOF PLAN A1 1 . 3 da L°� 0,ARC �?a 0 o. 10563 RNSTABLE, k 0 MA �F q TH OF O =� z a r2 i f2 i I — i O Z E w STAIR 02 STAIR 03 a$ 0 3 000 I 000 STAIR tt2 ■ O U STAIR tt3 DO cQ n 000 ; i 000 ■� o '■F==q n(� ENTRY SHED ' I 000 ® ■ SECOND FLOOR REFLECTED CEILING PLAN FIRST FLOOR REFLECTED CEILING PLAN "' VESTIBULE STAIR # 2 $ STAIR # 3 @ STAIR # 2 $ STAIR # 3 000 (D N ACV MACHINE oROOM I TREELLLISp p p p p — r Q 5 CLa �1 II II II II II II II II II II II p II II u 1 LA —� ELEVATOR SHAFT SF' II II II II II II II II II -II II II U O LA. Q II,I. I„'' „II „I III' '„I I,II II, III, II„II I"II1I Cn 000 . . U 0 u U 0 U u II 0 0 u 0 a 0 0 — r LJ_ Q z O � � a z Lu Lo ,``` Ch HOURSRATEDCEILINGASSEMBLY N _ D______ _______.SW 0 . SPRINKLER STORAGE 000 (1}HOUR RATED FLCOR,CEILING P-I P-I p-I 000 P I STORAGE OR ROOF CEILING ASSEMBLY- - OPEN TO 000 EXPOSEDSURFACETOBE PAINTED -- ABOVE - GWB.WRH smD FINISH ---- -- WALLSTEDSUSIUNGAN GYPSUM WALL BOARD CEILING AND OR SOFFITS WITH 9MODTH FINISH 0 s0 s0 TITLE: HALL / USG CEILING TILE AND GRID h2 ��/ o y//� o LOBBY ® 4VRH REVEALED EDGE.VGRADE 000 R-I R-I R-I 12-I 000 RO-1 RO-I RO-I RO-1 AZEK BEAD BOARD REFLECTED ' ATTACHEDTOGWB. CEILING PLANS m STLRA E m m R-I ftECE95ED LIGHT FIXTURE,TYP. srDRA�e HVAC CHASE :® 000 SURFACE MOUNTED FLUORESCENT (� (� LIGHT FIXTURE,TYP. DATE ISSUED: Y r3 1 r2 1 NANT AREA 02 SF-I 11/18/2008 0 000 REVISIONS: - I aNnoR.. I TENANT AREA tt 4 I SF-I I TENANT AREA tt 3 000 TENANT AREA#1 11 IF qLy 000 ' o d'i 9 9 ' 000 I {�I K-I K-I I I .. I K-1 I PENDANT LIGHT FURURE.TYP. P 1 SF-1 0 o o - ('� [� I DRAWN BY: ti=1 R-1 K I rt=l r3=1 ct=l S.KHALIL PROJECT#: C-0024-05 g ' DRAWING NO.: sm -------- -------- -------- .. -------- Bg ill MEN WOMEN III WOMEN MEN la 000 000 -------- I I ELECTRIC-A0L ROOM 000 000 -- g SECOND FLOOR REFLECTED CEILING PLAN FIRST FLOOR REFLECTED CEILING PLAN , `I ` 2I'-01. �J L c 80. 10563 likRNSTABLE - MASS �J [TA!OF LL U a� U CONTINUOUS RIDGE VENT I I I I I I I ONTINUOUS RIDGE VENT z W 6 PRE-FINISHED COMPOSITE' RAILING SYSTEM h I I U LAMINATED ARCHITECTURAL - LAMINATED ARCHITECTURAL G Z ASPHALT SHINGLES W/ PROPOSED HVAC ASPHALT SHINGLES W/ 30YR./110 MPH RATING I I I ROOF TOP UNITS I I ( 30YR,/110 MPH RATING Z H 2 U ¢o 6� B� RACK BOARDS DETAIL, TTP. Z 2 WALL MOUNTED TYPICAL EAVE BOX DETAIL C-u r SCONCE LIGHT FIXTURE m In.O 1.12 PVC CORNER BOARD ■� O PAINTED, TYPICAL - '■� 0 WHITE ALUMINUM CLAD DOUBLE �� HUNG WINDOWS, TYP, 10'HARDIPLANK CLAPBOARDS PAINTED, W/B V EXPOSURE 0 I o F D DIEEE D D D 2Dd FLOOR - 1'-4'PVC CORNER BAND, $N PAINTED TYPICAL CEDAR SHINGLES SIDING, WHITE ALUMINUM STORE 5' EXPOSED TO WEATHER FRONT FOR ENTRY p, 04 DOORS AND FIC XED GLASSPE PVC.WATER TABLE PAINTED TYPICAL i N __— Ist FLOOR 0 Lu CLL m ,, WEST ELEVATION - OU L < SCALE: I/S'I = I'-01I IL Q 66 z 0 w Lo z "' I I I I I I CONTINUOUS RIDGE VENT I I V-0'.5'-O'CUPOLA I I I I TITLE. I I I CONTINUOUS RIDGE VENT I 1 I I I LAMINATED TENANT SIGNS BY BUILDING ARCHITECTURAL 12 OTHERS(N.I,C.) ASPHALT SHINGLES B� ELEVATIONS TYPICAL EAVE BOX DETAIL F WAIL MOUNTED � SCONCE LIGHT FIXTURE '15NAN1'61GN4@ 3 CEDAR SHINGLES SIDING, Q 5' EXPOSED TO WEATHER = DATE ISSUED: 1.12 PVC CORNER BOARD PAINTED, TYPICAL E E D E I PVC BAND t TRIM, m 11/18/2008 PAINTED TYPICAL m REVISIONS: v ^'9�..�• __—�2nd FLOOR �2nd FLOOR _—__—_--__—__—_--__ _ __ _ _ bb-5 - ! PVC BAND 4 TRIM, ROOF OVER ENTRY r1 PAINTED TYPICAL 1 1'-4'.I'-4"PVC COLUMN DRIVE--+ DRIVE ENCLOSURE, PAINTED TYPICAL rTHRV LANE rTNRU LANE m p -0'PVC COLUMN i — 11 V ENCLOSURE, PAINTED J I 3'-0'WIDE CONCRETE ISLAND P'VC WATER TABLE ED _—__—__—__—_ _—_ I — _— __ M 0 0 ,�.: P I tT FLOOR ICAL a 53-0 _____—___ DRAWN BY: CLS _ _ —__ Ist FLOOR 10'HARDIPLANK CLAPBOARDS WHITE ALUMINUM STORE FRONT FOR i �_p^6 q'_b�lg•_0. q'-b" I PAINTED, W/8 W EXPOSURE ENTRY DOORS AND FIXED GLASS PROJECT#: C-0024-05 DRAWING NO.: NORTH ELEVATION . I SCALE: 1/8 == II-0'I A2 , 1 g L y / SS�EtED ARCH,� T E o No. 10563 NSTABLE, u~, spy MASS. co MASS. �m Q I I I I I I CONTINUOUS RIDGE VENT U PRE-FIN1514ED COMPOSITE ��i I Z ' RAILING SYSTEM w 9 ;+- A LAMINATED ARCHITECTURAL PROPOSED HVAC I I B I ,B I I I I ASPHALT ROOF TOP UNITS 30YR 10 MP RATING U� m Z Z� 81 ALL MOUNTED q FJ SCONCE LIGHT FIXTURE U aat6 1.12 PVC CORNER BOARD m F AINTED, TYPICAL '•�10°HARDIPLANK CLAPBOARDS m D c c c D D URE' ILLLLII 66-5 Mf PVC BAND 6 TRIn, PAINTED TYPICAL ® C 1ORNAR BAND, PAINTED c C c PVC WATER TABLE da PAINTED TYPICAL vIst FLOOR Z co 6' EXPOSURE HARDIPLANK PROPOSED ATM MACHINE ENCLOSURE BANK WINDOW AND OTHER Z O r CLAPBOARDS 5ET INTO FACE OF EXTERIOR WALL, EQUIPMENT BY FUTURE BY FUTURE BANK TENANT BANK TENANT ` u Lv LLI J n UU LoQ. EAST ELEVATION . u— wp r z LLu L L1J U-) Z I ( I I I I I I CONTINUOUS RIDGE VEN I I I I I I I I I I I I I I I I I TITLE. CUPOLA BEYOND 1 12 12 I I LAMINATED ARCHITECTURAL 5� �B ASPHALT SHINGLES W/ BUILDING 30YR./I10 MPH RATING ELEVATIONS TYPICAL EAVE BOX DETAIL CEDAR SHINGLE5 SIDING, 5° EXPOSED TO WEATHER I VINYL CLAD WOOD WINDOW, DATE ISSUED: e TYP.SEE SCHEDULE 1 1/18/2008 PVC BAND C TRIM, D D D D� U E E 10'CLAPBOARD SIDING REVISIONS: PAINTED TYPICAL !Bk'EXPOSURE FLOOR bb-5 1.12 PVC CORNER BOARD TYPICAL DRIVE-UP LANE OPEN CLOSED SIGNAGE PAINTED, TYPICAL n $p DRIVE DRIVE in d ifl WHITE ALUMINUM CLAD �® THRU rTHRU LANE DOUBLE HUNG WINDOWS, TYP. D D D D LANE V _ J g .Ist FLOOR _—__—__—_.___ DRAWN BY:53-0 —__— CLS ag 9 EGRESS DOOR PROJECT#: ... FROM STAIR a 2 - C-0024-05 _ DRAWING NO.: 3 LE: I/8' = I'-0' SOUTH ELEVATION A2 . 2 e �3 SCA „J L r. ST P. Z�FtED AR�y! sa T o No. 10563 In t BARNSTABLE, u �p MASS. CO AIT �SSQ 3.7 173'-O' I Q TTR 8 I m 20.-0° - 19'-2" 0'-10' 32'-0° 30'-O' 25'-0' EIGHT CONTINUOUS RIDGE VENT I O H I I I I I U 93-6 PRE ENGINEERED HOOD PROPOSED NVAC U z ROOq TRUSSES I PRE ENGINEERED WOOD Z TYPICAL DS RACK I I I I ROOF TOP UNITS I I I I BOARDS DETAIL ROOF TRUSSES LL 6 N I I I I I I I I I b v 6°METAL STUDS END GABLE, TYP. I ftr, 6°METAL STUDS END ({� ZSLOPEDABLE, TTP. Q y ROOF J Z U h T.O. PLATE T.O. STEEL - Z 5 8 79=4 79=1 _ - BEr; \-S!TAM � STEEL BEAM � � J.EA = STEEL BEAM � STEEL BEAn ACOUSTIC TILE ' °'k°GWB. TYPE '%'ON 1.3 ' STEEL BEAM , m� 52 � TYPICAL EXTERIOR SUSPENDED CEILING STRAPPING®16°O.C., % I I 'y I I BYFUTURE TENANTy TYPICAL ON BOTTCM I TTPICAL EXTERIOR WALL fWALL , ,(NIC) CHORD OF THE TRUSSES ��_CONCRETE SLAB W/WWFI �� 2nd FLOOR ON nETAL FORn DECK - Cam.EEL� - /2/2PVCBAND s TRIM, T.O. PLATE PAINTED TTPICAL TTPICAL E%TERIOR WALL STEEL STEEL BEAM STEEL BEAN STEEL BEAn METAL JOIST FLOOR STEEL BEAn SIDING VARIES ON TTVEK BEAM in LACOUSTIC TILE FRAMING, TYP. , k1°TTPICAL EXTERIOR SUSPENDED CEILING' 5HOEATHNG ON 6'nTDAL WALL - STUDS 0 16°O.C. W/Sh' 6 ELEVCMU WALL 4°CONCRETE SLAB W/WWF Q UNFACED FBERGLASS BATT ELEVATOR SHAFTON 6MILPOL7ETHYLENE INSULATOa-1VAPOR BARRIER tFLOOR FLQCR 3-OGRADE EL. FFOV..ATIO. 'CONCRETE_q" WALL FOUNDATION WALL-_____________ Z CO ___________-_-________________________�___ _______ ___________�_____________ .______________________ Q O B.O. FOOTING Q ' v B.D. FOOTING -'� � � 12° THICK 1 1 ------ ------------------------------- 45-6 STEP FOOTING, SEE CONCRETE FOOTING 0'.12.CONTINUOUS 47-O 5 STRUCTURE DRAWINGS CONCRETE FOOTING = F� co ul �1BUILDING SECTION "A" w 0 LO m U U Lc) LL LU — crn u— C Z O v� 66 D - LLJ Lc) z 74-0° 19'-O" 14'-0" 12'-6" MAX. HEIGHT I I A� I I I MAX. HEIGHT I CONTINUOUS RIDGE VENT 93'-6 q I I < 93-6 _ —I LAMINATED ARCHITECTUI-AIL ASPHALT 46'CD X ROOF SHEATHING II I I 5HINGLE5 W/30TR./110 MOH RATING PRE ENGINEERED WOOD A �. ON 15 Ib ROOF FELT I 12 I _ ROOF TRUSSES v I v U 1 81 BATT L NSURLAT ON (TOTAL UNFACED TITLE: I I I I I I A41 I R-3B) I r TYPICAL EAVE BOX DETAIL v T.O. PLATE I I =T.O. PLATE T.O. STEEL 7q4 I I 79=4 I 79- LAC OuSTIC TILE 7 0.4PLAT E _ TYPICAL EXTERIOR STEEL W GWB.TYPE 'X'ON 1.3 STEEL BUILDING SECTIONS SUSPENDED CEILING _ WALL I BEAM STRAPPING @ 16°O.C., BEAN I TYPICAL EXTERIOR WALL I BY FUTURE TENANT I N TYPICAL ON BOTTOM (NIC) I 6 I O I `4 I I METAL JOIST FL�R CHORD OF THE TRUSSES I I m I -30 m I I COETE SLAB W/WWF Q I I I I I(RNSUL411ABAT T I I FRAMING, TYP. NCRON METAL FORM DECK ___ �2nd FLOOR I 2nd FLOOR___ 1 i3O,-STL------- 66 -5 ---- ------------- --------------- 6 - DATE ISSUED: \ — PVC BAND a TRIM, T-0. PLATE 6� REVISIONS:DATE PAINTED TYPICAL TYPICAL EXTERIOR WALL I STE STEEL BEAM-1I $TEE B AM i N STEEL STEEL STEEL SIDING VARIES ON TYVEK BEAhBEAM BEAn BEAM SE WRAP ON):"CDX m s in TYPICAL EXTERIOR SHEATHING ON 6°METAL WALL 4'CONCRETE SLAB W/WWF 5 I LINFA ED FIBERGLASS BATT INIO ON 6 MIL POLTETHTLENE SULAT N (oe.... I VAPOR BARRIER Ist FLOOR •... Ist FLOOR T.O. WALL 53-O ' 53-O ...... �..e, 4'-0 R-IO 2°RIGID FOUN10-CD ON W IN ALL —I / I \ CONCRETE FOOTLING DRAWN BY: CLS PROJECT#: C-0024-05 B BUILDING SECTION "B" G BUILDING SECTION "C" SCALES I/0° I'_p° SCALE. I/e" I'-O° DRAWING NO.: �g A3 . 1 Lp� ST A8 _ 0 ARCy�T TYPICAL RACK BOARDS DETAIL I I D `n 3 7 C) 140. 1()563 r~- , DEFLECTION TRACK O� RNSTABLE, y TYPICAL AT ALL LAMINATED ARCHITEC URA SS• J RACK BOARDS LAMINATED ARCHITECTURAL ASPHALT S:,I.LES'lS?x-r J ASPHALT SHINGLES W/ I 30TR./110 MPH RAT I , b'METAL STUDS 30YR./I10'COX RATINGROOF COX ROOF SHEAT SHEATHING I I SP END GABLE, TIP. I I HING Q H PS PRE ENGINEERED PRE ENGINEERED WOODF I I WOOD ROOF TRUSSES I ROOF TRUSSES 2)-LAYERS 61•� C PRE ENGINEERED NFACED GATT WOOD ROOF TRUSSES aS �' PLYWOOD ON 2.10 MEMBRANE ROOFING NSULA ION ROOF FRAMING 0 16'O.C. I ON Y..COVER BOARD (TOTAL R.38) O xa z (2)- LAYERS a4' IN51JLATION ON 1/1 ON TAPERED TOP AS.I U UNFACED NF INSULATION I I I CDX DECK ON FLOOR I ___ - Z (TOTAL R•3B) w JOISTS I h I b PLATE T.O. I O N T9'4• T O. PLATE STEEL �� 96'GWB.TYPE'%'ON O,STEEL L'�-- 1�3 STRAPPING p Ib' I 9b'GWB TYPE'%'ON 9'f RESILIENT gb'GwB.TYPE' ON Z S 1.3 STRAPPING 16"ON O.0 ON 3 2 CHORD OFOTRUSTOMSES I X. ONEI.3 STRAPPING 0 I6'O.C.B TYPE - I CHORD OF TRU E5 m C C 2)- P.T,2.6 OR BOND BEAM P PERIMETER < _ Q 2)- P,T,2.6 3 Q 2%8 TOP PLATE I P END COARSE, TTP, I PLATE ANCHOR D ANCHORED TO TO STEEL BEA STEEL BEAM, TRUSSES 5UP TRU SES SUPPOR �B TYPICAL EXTERIOR WAIL TYPICAL EXTERIOR WALL ACOUSTIC CEILING SIDING VARIES ON TYVEK BY FUTURE TENANT I HIDINHOUSE G VARIES WRAP onON COX"MEE WRAP ON Cox I SHEATHING ON 6'METAL (NIC) SHEATHING ON&'METAL STUDS P I6"O.C.W/SI5• I I I I I BY�STIC UTURE TILI E NNANT STUDS P Ib'O.C.W/45' UNFACED FIBERGLASS BATT BOND BEAM p PERIMETER UNFACED FIBERGLA55 BATT INSULATION I P DOOR HEAD HEIGHT I (NIC) I INSULATION :a V - — TYPICAL EXTERIOR WALL SIDING VARIES ON TYVEK N SHEATHING ON b'METAL I z z 35'GWB.TYPE'x' STUDS O 16'O.C.w/S1y' Q O r �f RE51LIENT UNFACED BATT I �l I Lu CHANNEL P 16'O.C., I m � I I TTP. I m C Lu J w / CONCRETE FILL SILL U U Q COARSE, TIP. Lo PVC BAND 4 TRIM, SEE PVC BAND 4 TRIM, SEE PVC BAND 4 TRIM, SEE ELEVATIONS 4 DETAILS CONCRETE SLAB W/WWF CONCRETE SLAB W/WWF ELEVATIONS 4 DETAILS ELEVATIONS 4 DETAILS CONCRETE SLAB W/WWF LJ- W r C/� �� ON METAL FORM DE K I I ON METAL FORM DECK I ON METAL FORM DECK LL Q y z CONCRETE SLAB W/WWF W I I O4 METAL FORM DECK O 2M FL _ 5L .. _ bld FLOOR 2M FL 7,p STEEL --OR K 5Lr Lu 'C OOR �_ .. 6..TO.STEEL I I T L 66•-I I/2• Tw O.STEEL 7w DEFLECTIONS'TRACK - M DEFLECTIONTRACK LONbTOP PLATE, - m e m®e s-e m ®� a ON 6'TOP PLATE, r TYPICAL I I L TYPICAL I STEEL BEAM FRAMING PVC BEADED J I \ `STEEL BEAM I I I BOARDS SOFFIT I L-STEEL BEAM I PVC TRIM TO L -'Lj UP UP:O FF ITPAINTED P ALIGN ADJACENT CORNERS ON%'PLYWOOD PAINTED ON P.T.2%4 FRAMING O 16m O.C.SECURED TO STEEL JOISTS TITLE: BOND BEAM P PERIMETER 0 DOOR HEAD HEIGHT I - TYPICAL EXTERIOR WALL TYPI A %"f RIOR WA TYPICAL E%TERIOR WALL SIDING VARIES ON TYVEK ''� SIDING VARIES ON TYVEK SIDING VARIES IX4 TYVEK HOUSE WRAP ON$COX I I I HOUSE WRAP ON Xf COX HOUSE WRAP ON 1}'COX WALL SECTIONS SHEATHING ON 6'METAL SHEATHING ON 6'METAL SHEATHING ON 6'METAL STUDS P Ib'O.C.W/W STUDS 4-16-O,C.W/W STUDS P 16'O.C.W/I UNFACED FIBERGLASS BATT I I• UNFACED FIBERGLASS BATT UNFACED FIBERGLASS BATT INSULATION •? INSULATION INSULATION 3L'GWB, TYPE'X' Q 1.4 PVC BOARD, PAINTED P Q ON�'RESIDENT - CORNERS ON V PLYWOOD PAINTED ON P.T.2X4 W GWB.TYPE'X' m CHANNEL P W O.C., GW8.TYPE'%' FRAMING SECURED TO 76'GWB.TYPE-X- ON VAPOR BARRIER I I TYP. ON VAPOR BARRIER STEEL COLUMN ON VAPOR BARRIER DATE ISSUED: ,ye 11/18/2008 e 1.3 PVC BAND ON I.10 I I I I 63 PVC BAND ON 1.10 I REVISIONS: PVC TRIM, WATER CONCRETE FILL SILL PVC TRIM, WATER 1.5 PVC BAND ON TABLE, SEE ELEVATIONS I I COARSE, TIP. TABLE, SEE ELEVATIONS xl0 PVC TRIM ON Ira PVC BAND ON I.10 P.T.FRAMING PVC TRIM, WATER COMPRE551BLE FILLE 4'CONCRETE SLAB W/WWF 4'CONCRETE SLAB W/W TABLE, SEE ELEVATIONHS �4-CONCRETE SLAB W/WWF CONCRETE ON b MIL POLYETHYLENE ON 6 MIL POLYETHYLENE PRESSIBLE FILLER .67 CONCRETE ISLAND ON 6 MIL POLYETHYLENE WALKWAY VAPOR BARRIER '^ VAPOR BARRIER ONCRETE CURB VAPOR BARRIER I>t FL. I>tI>t FLOOR 0 Inl FLOOR a. 53'-0' 3 MEMBRANE FLASHING LER 4,-0- 59,-0• 3 4,-0° ..•4'-01 COnPR15ABLE FIL -I MEMBRANE FLASHING ROOFINGAnP. I DRAWN BY.. G 10'CONCRETE 12'CONCRETE CONCRETE 10'CONCRETE CLS 0 2' FOUNDATION WALL N ATI WALL OU L FOU D ON T PI FOUNDATION WALL I WAIL RE E ER g ' 1 FOUNDATION 3 PROJECT m P ECT#: 0) 88t€ OAMPROOFING INSULATION (R-10)2'RIGID (R-10)2'RIGID C-0024-05 (R-1 2'RIGID AnPROOFING INSULATION AMPROOFING 48148".12, DAMPROOFING INSULATION 6'-10° CONCRETE FOOTING DRAWING NO.: } CLEAR 24'.12'CONTINUOUS •I._ — —I— — — — — — 24'.12'CONTINUOUS — :�$� CONCRETE FOOTI CONCRETE FOOTING 30N12'CONTINUOUS A4. 1 • - - CONCRETE FOOTIN BP FT'G . '• BJ7.FT'G Dp.FOOTING �g E�__— — _ _ - -I- - — 4T _ _ _- I - - - - -4T'-P WALL SECTION DETAIL D WALL SECTION DETAIL �1WALL SECTION DETAIL �1WALL SECTION DETAIL �1WALL SECTION DETAIL �1 Lay SCALE: I/2° = I'-0" D ARc,, T, 0 o. 10563 V. . RNSTABLE° w 0) MASS. co 0) G [r�of�+Ps 16 OZ. STANDING SEAM ROOFING 4 FLASHING PAINTED PLYWOOD CEILING PANEL O U U z w LL e � B 2XG FRAMING TYP. U WALLS 6 CEILING O Z B Z ZW8 LAP SEALANT O�L`)' t SINGLE PLY ADHESIVE ROOF MEMBRANE m Q M 0 WINDOW TYPE "H" 3 TYP. OF 4 I/4° DENSE ROOF DECK � O Y RIDGID ROOF INSULATION -TAPERED TO DRAIN I 2.2 PVC BAND t 1.6 TRIM PAINTED _ _ _ CONCRETE SLAB W/WWF [ON METAL FORM DECK PAINTED WOOD TRIM 2O4 WOOD F FLASCCKINGG AT INTERIOR 5 GLUED WD.AND NAILINr ED 1.4 PVC ON IX4 SPACER 1.12 PVC ON CONT,2X6 2M FLOOR (2) LAYERS 6 1/4° U.F.BATT INSUL., BLOCKING 66-5 TOTAL R-38, TTP. (�rn 14' ROOF JOIST I'GAP- , RIM BOARD V.CONTROL JOINT DP 1.6 PVC ON IX4 SPACER TpT EEL SOLID PVC LIGHT ly TOP OF STEEL EXT. FIXTURE V ELEV.("/9 1') DEFLECTION TRACK ON TRIM TYP. DOUBLE D P.T. PLATE Z N ANCHORED TO STEEL BEAM - TYP. 6'TOP PLATE, TYPICAL � � ('() 5/8°GWB.TYPE°X'�-- _ ON lu3 STRAPPING 0 STEEL BEAM FLOOR JOISTS r Q UNDER SIDE OF WOOD IB°WIDE PVC BOARD, O CC ROOF STRUCTURE- TYP. PAINTED J LLI G TYPICAL METAL STUD EXTERIOR WALL CONSTRICTION 5 W f m L J DBL Lo STEEL BEAM w O I� m TRUSSES 1.6 PVC BOARD, v Lo AT PAINTED TYPICAL � w r LO SEE 36 GWB. TYPE 'X° LL CUPOLA _. STRUCTURE CUPOLA DETAIL TTPI A V�RXT RIOR WA ON VAPOR BARRIER O SCALE;I"=1'-0" LOW SLOPE 200E DETAIL SHOUSE WRAP ON J5'ON TCOXK I Lu 1 SHEATHING ON b'METAL STUDS 0 1W D.C.W/Svj' ,,^ UNFACED FIBERGLASS BATT L YJ INSULATION Z �� TYPICAL DEFLECTION TRACK DETAIL IF MEMBRA E, ADHERED SCALE: I 11V INSULATION SECURELY F TENED MEMBRANE, HOT-AIR WELDED STOP AND FASTENER 3'-6°CLR. EXTEND MEMBRANE UP ROOF IB° MIN. TITLE: ASPHALT SHINGLE ROOF I 5' SATIN FINISH J5° ARCHITECTURAL SATIN FIN15P W ALUM, HANDRAIL ALUM. HANDRAIL - DETAILS ,4 SATIN FINISH ALUM. HANDRAIL BRACKET DATE ISSUED: k o STRUCTURAL DECK REVISIONS: 4X4 = _ POST -- F= _? S CONC. SLABTOP OF STEEL ELEV. (791-III) 53'-O° MATCHE E GHOT OFAIINS LLE ATTION NOTES: DRAWN BY: S.IWALIL # I I) HAILERS SHALL BE SECURELY ANCHORED TO THE DECK 3 PROJECT#: ~ TO RESIST A FORCE OF 300 POUNDS PER LINEAL FOOT IN C-0024-05 ANY DIRECTION. DRAWING NO.: ELEVATION SECTION 9 SCALE:3/4"=1'-0" A SCALE:I"=I'-O'�- a' STAIR # I DETAIL A5 . 1 DETAIL AT SLOPED LON PITCH ROOF 3 5CALE:3/4"=I'-O" SIMILAR OPPOSITE HAND L_x STAMP: D ARCy, RA F No, 10563 GARN$TABLE, l CG�qIo DEFLECTION TRACK AND METAL FIRE SAFE BETWEEN 65 TRACK SECURED TO BOTTOM OF WALL 6 DECK ABOVE • • O DEFLECTION TRACK AND METAL JOISTS OR THE METAL DECK I = TRACK SECURED TO BOTTOM OF U FLOOR FRAMING PER STRUCTURAL JOISTS OR THE METAL DECK = LL FLOOR JOISTS I DRAWINGS FLOOR JOISTS w @� I LL S LAY-IN ACOUSTIC TILE y SUSPENDED CEILING 5/B' TYPE SEE ROOM FINISH SCHD. =Z GWB., 1/2' RESILIENT CHANNELS @ SUSPENDED CEILING 5/e'TYPE SEE ROOM FIANISH SCHD.STIC TILE 'X'GWB., 1/2'RESILIENT Z CHANNELS @ IWO.C.OR LAY-IN ( 2 HOUR RATED) ACOUSTIC TILE SEE ROOM SUSPENDED CEILING 5/B' TYPE U <^ 'X'GWB.ON SUSPENDED w FINISH SCHD. Z~- FRAMING: 1/2'RESILIENT 11 - CHANNELS @ 16'0.C.;SECOND 6' METAL STUDS @ I6'O.C. I BOND BEAM PER STRUCTURAL LATER OF 5/8'TYPE°X'GWB.; O U � DRAWINGS PAINTED 4' METAL STUDS @ 16°O.C, B'REINFORCED CMU 3 I/2'SOUND BATT INSUL5TION I G" METAL STUDS @ IG"O.C. I �� TTP. 4'METAL STUDS @ I6°O.C. 5/8°GWB.TTPE'X', PAINTED T7P. 5/8'TYPE'X°GWB.ON BOTH I I ON3/4O' METAL FURRING CHANNELS SIDES. BOTH SIDES. ( )LAYERS S/B°TYPE°X°GWB.ON PAINT FINISH TTPICAL SEE ROOM FIN.SCHED. BOTTOM TRACK SECURED W/ BOTTOM TRACK SECURED W/ CONC. ANCHORS BASE VARIES CONC.ANCHORS I 1 BASE VARIES I _ BASE VARIES I - FLOOR LEVEL SEE ROOM FIN SCHED. FOR FINISH o _ FLOOR LEVEL SEE R OOM FIN. ,n 64— FLOOR LEVEL SEE ROOM FIN. SCHED. FOR FINISH V (/� CV SCHED.FOR FINISH co z z r Q 4" STUD WALL 6" STUD WALL GWB WALL ON CI1U 4° STUD WALL G" S(DE --TUD WALL FW— A HOUR RATED ASSEMBLY I HOUR RATED ASSEMBLY D 2 HOUR RATED ASSEMBLY 2 HOUR RATED ASSEMBLY m GG W UL DES. U419 SUM. TO UL DES. U419 2 HOURS RATED UL DES. U411 SIM. UL DES, U411 W O Lo m UU LoQ LL W r En NOTE O U5 66 z 1• ALL PARTITIONS SHOULD END AT UNDERSIDE W L OF STEEL DECK UNLESS NOTED OTHERWISE. Yj m 2. SECURE ALL TOP OF WALLS DUE TO W �_lJ Lo STRUCTURAL DETAIL DRAWING. z r DEFLECTION TRACK AND METAL TRACK SECURED TO BOTTOM OF JOISTS OR THE METAL DECK I SUSPENDED CEILING 5/6°TYPE°X°GWB., I/2' RESILIENT CHANNELS @ 16'O.C. FIRESAFE ALL GAPS OR LAY-IN ACOUSTIC TILEz Jw SEE ROOM FINISH SCHO. STEEL BEAM TITLE: PAINTED TTPPE°X' 7 Oil DEFLECTION TRACK SECURED TO 3 1/2'SOUND BATT INSULSTION THE BEAM WALL TYPES TTP. 4'METAL STUDS @ I6°O.C. CAULK SUSPENDED CEILING, SEE ROOM FINISH SCI-ID. CEMENT WALL BOARD, T7P. mr BEHIND CERAMIC TILE - U U W METAL STUDS - DATE ISSUED: a a - 1 1/18/2008 w n q REVISIONS: NOTE to U < u 5/8'TYPE'X'GWB.BOTH SIDES. a O O • •rQORQ WITH PLUMBCONTR. C r Q F AS R FOR CHAIR > 2 > _ CARRIER IFR AT TOILETS BOTTOM TRACK SECURED W/CONC W = ANC = FLOOR LEVEL SEE ROOM FIN. SCHED. FOR FINISH CONCRETE ANCHORS DRAWN BY, S.KHALIL PROJECT#: C-0024-05 STUD WALL WITH Eg P PLUMBING NET WALL C CERAI IIC TILE STUD WALL DTL. AT BEAI1 DRAWING NO.: sa 5EE ROOM FIN. SCHED. AND INTERIOR ROOM ELEVATION FOR EXTENT OF CERAMIC TILE • �g A6 . 1 L �S�T P' DOOR TYPES&ELEVATION AR��rFc DOOR SCHEDULE �eEp DOOR SIZE TTP. HEAD CASING T7P.HEAD CASING TYP. HEAD CASING N NUMBER ROOM Type Material Glazing Frame Material Fire RaTing NOTES 10563 ►- WIDTH HEIGHT Thickness TRANSOM TRANSOM TRANSOM n No. i- 1.8 WOOD CASING LAP OVER 68 WOOD CASING LAP OVERM Ix8 WOOD CASING LAP OVER t BARNSTABLE, h 01 TENANT AREA UI D-1 6'-O" 7'-0" 2 1/4" ALUMINUM FULL ALUMINUM -- -- ALUM., PAINTED TYP. ALUM., PAINTED TYP. ALUM., PAINTED TYP. A�y/•��`� �. ALUM.FRAME 1 DOOR / \ ALUM. FRAME 6 DOOR / \ �O 1AASS. .�. 02 VESTIBULE D-2 6'-O" 7'-0' 2 1/4" ALUMINUM FULL ALUMINUM -- -- ALUM.FRAME 9 DOOR— ALUMINUM - <'HIDE:5'uElGur SIDELIGHT 12'WIDE 51DE LIGHT / \ 03 TENANT AREA tt2 D-3 6'-0' 7'-0' 2 1/4" ALUMINUM FULL ALUMINUM -- -- ALUM.HANDLE @ EXTERIOR t j ALUM_HANDLE @ EXTERIOR to v ALUM.HANDLE @ EXTERIOR t PANIC HARDWARE 0 INTERIOR _-_ ' _ m PANIC HARDWARE @ INTERIOR _ PANIC HARDWARE @ INTERIOR � O � w 05 VESTIBULE D-2 6'-0" 7'-0' 2 1/4" ALUMINUM FULL ALUMINUM -- -- --- --_` PVC RAISED PANELSKICK PLATE, TYPICAL \ / KICK PLATE, TTPICAL07 STAIR tt 2 -- 3'-O" 7'-O" I 3/4° FIBERGLASS -- METAL -- -- KICK PLATE, TTPICALMETAL 90 MIN. CONTINUOUS ADA COMPLIANT ' CONTINUOUS ADA COMPLIANT CONTINUOUS ADA COMPLIANT 08 STAIR tt 2 -- 3'-0" T-O" 1 3/4" METAL - -- ALUMINUM THRESHOLD ALUMINUM THRESHOLD ALUMINUM THRESHOLD L— M 09 MACHINE ROOM -- 3'-0" 7'-0' 1 3/4' METAL -- METAL 90 MIN. ------ 2•�'-O'�2"I g O" 3 0• _—_—_—_— 3'-10° y L�3'-10" m d 10 LOBBY -- 6'-O' 7'-O" 1 3/4" WOOD -- METAL 60 MIN. -- 8'-8° 6'-4° 14'-4' - dS II LOBBY -- 6'-0• 7'-0' 1 3/4" WOOD -- METAL 60 MIN. -- D-1 D-2 D-3 U a 12 ELECTRICAL ROOM -- 3'-0.. T-O' 1 3/4" WOOD -- METAL 90 MIN. -- U 13 WOMEN -- 3'-0" 7'-0" 13/4" WOOD -- METAL __ UNDER CUT 3/4" FOR Z R/A FLOW LL TTP.HEAD CASING 6 14 MEN -- V-0" 7'-0' 1 3/4" WOOD -- METAL __ UNDER CUT 3/4' FOR N_ R/A FLOW 1.5 PVC CASING ® =Z 15 STAIR tt1 -- 2'-8" 7'-0' 1 3/4" WOOD -- METAL -- -- 2'METAL FRAME / \ 2'METAL FRAME / 2°METAL FRAME IH STAIR 4 3 -- 3'-O" 7'-0" 1 3/4" METAL -- METAL 90 MIN. -- / \ / Z S.C. WOOD ° S.C.WOOD DOOR fIBERGLA55 INSULATE 17 STAIR 0 3 -- 3'-O" T-O" 1 3/4" FIBERGLASS -- METAL DOUBLE DOOR O O 6 PANEL DOOR O Z G KICK PLATE, KICK PLATE, KICK PLATE, r 3= IB SPRINKLER -- 3'-O" 7'-0' 1 3/4" FIBERGLASS -- METAL -- -- TTPICAL '\ TYPICAL \ TYPICAL O U t; CONT.ADA COMPLIANT CONT.ADA COMPLIANT CONT.ADA COMPLIANT C 19 ELECTRICAL ROOM -- 3'-0' 7'-0" 1 3/4"' FIBEFPGLA55 -- METAL -- -- ALUMINUM THRESHOLD \ / ALUMINUM THRESHOLD \ ALUMINUM THRESHOLD m 20 HALL -- 6'-0" T-O" 13/4" WOOD -- METAL 60 MIN. -- _____FLOOR ELEVATION -_-_-_-_- -_-____ __-_-__ 4 __-_-___-_-_-_ Eii 3Ay 21 HALL -- 6'-0" 7'-O" 13/4" WOOD -- METAL 60 MIN. -- 3'-0" L 3'-0° 22 STAIR tt2 -- 3'-O" 7'-0" 1 3/4" METAL -- METAL 90 MIN. -- 6-W 23 MEN -- 3'-0' 7'-0' 1 3/4" WOOD -- METAL -- -- D-4 D=5 D=6 24 WOMEN -- 3'-0" T-O" - 1 3/4" WOOD -- METAL __ UNDER CUT 3/4' FOR R/A FLOW 25 STORAGE -- 2'-6" T-O" 1 3/4" WOOD -- METAL __ UNDER CUT 3/4" FOR R/A FLOW 26 JANITOR -- 2'-6" T-O" 1 3/4" WOOD -- METAL __ UNDER CUT 3/4' FOR R/A FLOW 27 STORAGE -- 2'-6" 7'-0' 1 3/4" WOOD -- METAL -- --28 STORAGE -- 3'-O" 7'-0' 1 3/4" WOOD -- METAL -- -- PLTD SHEATHING, PLTD SHEATHING 'n, 11 u) .vN� TTP. TTP.. 7 ♦•J 29 STAIR tt3 -- 3'-0" T-O" 13/4" METAL -- METAL 90 MIN. -- 6'METALAN. METAL 6'METAL O EXTERIOR WALL STUD EXTERIORLL STUD WALL STUD Q SIDING, Ty;;. SIDING, TT S NOTES: ALUM. FLASWING 'GWB.TYPE GWB.TTPE `%'GWB,TYPE; 'GWB.TYPE J W G I,)CONTRACTOR TO VERIFY ALL ROUGH OPENING DIMENSIONS, PRIOR TO SUBMITTING DOOR AND FRAMES X. PAINTED PAINTED X'PAINTED - 'X.PAINTED C F- 2.) SEE PLAN FOR REQUIRED TRANSITIONS BETWEEN DISSIMILAR FLOOR FINISHES. �u>>zz DOOR HEADEROOR HEADER DOOR WEADER m C C W h o ALUM.FLA - O I Il J 3.) 20 MINUTE DOORS UNLESS NOTED OTHERWISE �NN-� rT.2x6 P.T.2%6 �/ F <n P.T.2X6ILER, TTP. NAILER,.TYP. W m NAILER, TYP, LKING 0 CAULKING 0 CAULKING @ U /^� Q I%4 CASING, %4 TRIMIMETER, TTP. PERIMETER, G¢ TPTTP. L.L W M— CAULKINWQZ E%.WEAD ON3}j'ALUH,DOOR NTED METAL FRAME, PAINTED METAL W 1 3 LL_ TYP. I�- FRAME, TYP. L3 TOP RAIL W LID m = BEVEL GLASS STOP Q HOLLOW METAL OR Q HOLLOW METAL DOOR W O Q� FIBERGLASS DOOR 8Rn� K TEMPERED INSUL r V T�JC r 8 GLASS D L o ROOM FINISH SCHEDULE HH=I HEAD DETAIL H-2 HEAD DETAIL H-3 HEAD DETAIL EXTERIOR 6'METAL STUD ON U FIOOf Walls Celling EXTERIOR SIDING, T1�-;TT P.T.2.6 DOOR JAMB 3%'METAL O Number Room name Remarks SIDING, TTP °GWBGWB. ALUM, 'TYP' �+4 DOLOR P.T. Material Base Material FINISH Material Heigh PLTD SHEATHING FLASH I CAULKING 0 TTP. 6'METAL STUD PERIMETER, TTP. CAULKING 0 101 VESTIBULE PEDIMAT/ TILE TILE GWB. PAINTED 5USPEDED ACT 9'-6" -- ( ON P,T.2.6 Ix4 TRIM PERInETER,I ALUM.FLASHING DOOR JAMB CAULKINGTTP. nnE: GWB. /102 LOBBY TILE IXB CHERRY PAINTED SUSPENDED ACT 9'-6" (I)- HOUR RATED Ix4 CASING, TYP. —k- AINSCOT 1%4 TRIM, TYPPAINTED METAL FRAME, H PAINTED METAL FRAME, ROOM FINISH & 103 STAIR ttl TILE IXB CHERRY WAINSCOT PAINTED SUSPENDED ACT 9' " O- HOUR RATED �4°EX.JAMB, TTP. TYP, TYP. j 3 ANCHORS PER 3 3 ANCHORS PER DOOR SCHEDULES C = 4 kj'ALUM.DOOR JAMB JAMB, TTP, JAMB, TTP. Q 104 STORAGE VCT 4"VINYL GWB. PAINTED SUSPENDED GWB. / PAINTED 9'-6" -- F- e� Of 0 105 SPRINKLER SEALED CONCRETE TILE GWB. PAINTED GWB. PAINTED II'-2 I/8" (2)- HOURS RATED 9 BEVEL GLn55S 3 ALUM.DOOR pTILE FIHOLLOW RGLASS ADOOR L OR HOLLOW METAL DOOR ELEVATIONS C106 MACHINE ROOM SEALED CONCRETE TILE GWB. PAINTED GWB. PAINTED 11'-2 1/e" (2)- HOURS RATED ry TEMPERED INSUL.GLA55 & u- 107 ELECTRICAL ROOM SEALED CONCRETE TILE GWB. PAINTED GWB. PAINTED IP-2 1/8" (2)- HOURS RATED - 00 J- JAMB DETAIL JAMB DETAIL J=3 JAMB DETAIL DETAILS IOB WOMEN TILE TILE TILE /GWB PAINTED SUSPENDED ACT -- I09 MEN TILE TILE TILE /GWB PAINTED SUSPENDED ACT 9'-6" -- DATE ISSUED: E NO STAIR U 2 RUBBER TILE 6 STEEL GWB. PAINTED GWB. 9'-6" (I)- HOUR RATED BEVEL GLA55 STOP 11/18/2008 TREADS PANTED 8'ALUM.BOTTOM RAIL REVISIONS: III STAIR tt 3 RUBBER TILE 6 STEEL GWB. PAINTED GWB. 9'-6" (I)- HOUR RATED TREADS PAINTED ALUM,BOTTOM - g -- RAIL SWEEP yR@y� GWB. / 201 HALL TILE IXB CHERRY PAINTED SUSPENDED ACT 9'-6" ALUM.FLASHING ALUM,THRESHOLD DOOR WAINSCOT PLYWOOD DOOR 202 STORAGE VCT 4" VINYL GWB. PAINTED GWB. / PAINTED 12'-9 3/4' __ DECK FLOOR FINISH 1 Lv 1. RUN FLOOR FINISH FLOOR FINISH 2 OO 203 STORAGE VCT 4" VINYL GWB. PAINTED GWB. / PAINTED 12'-9 3/4' -- CONTINUOUS UNDER 3 -- DOOR OR NO FINISH Iy 204 STORAGE VCT 4" VINYL GWB. PAINTED GWB. / PAINTED 12'-9 3/4' 2 0 205 JANITOR TILE TILE TILE /GWB PAINTED SUSPENDED ACT 12'-9 3/4' -- DRAWN BY: Z TRANSITION STRIP `'. -TO SUIT BELOW O n N __ S.IWALIL - 206 E TILE TILE TILE /GWB PAINTED SUSPENDED ACT 9'-6" DOOR U rn 207 WOMEN TILE TILE TILE /GWB PAINTED SUSPENDED ACT CONc SLAELj PROJECT#: } 208 STAIR tt2 RUBBER TILE STEEL GWB. PAINTED GWB, 9'-6" (I)- HOUR RATED $-2 SILL DETAIL $-3 SILL DETAIL C•0024-05 PAINTED CONC.FOUNDATION DRAWING NO.: WALL 209 STAIR tt3 RUBBER TILE STEEL GWB. PAINTED GWB. 9'-6" (I)- HOUR RATED II PAINTED ' - $ $_1 SILL DETAIL A $g WALL DETAIL DOOR 2 DEDTAI LS SCALE: tttttttttttttttttttttttttttt . L- r. STAMP,•f t ARC// SIDING, VARIES '� e WINDOW SCHEDULE 6" METAL STUD WALL INU SIZE F SHING L PIN N MARK Manufacturer Model NO. FL SPIN 0 No. fi 0563 Type Head Helght Quantity NOTES ~ WIDTH R.O. HEIGHT R.O. - METAL STUD HEADER, BARNSTABLE, u2 SEE STRUCTURAL y A ANDERSEN AX351 AWNING 3'-5 3/5, - 2'-0" B�_p�� q __ N� DRAWINGS SS. G�J I/B° b'-B I/4° O B ANDERSEN TW34410 - TWT3410 DOUBLE HUNG + TRANSOM 3'-b 9'-0 7/B" 10 U=1 a 5/4x5 POPLAR C ANDERSEN TW34410-2 + THT3410-2 DOUBLE HUNG + TRANSOM 7'-4 7/B" W-B 1/4' q'-O 7/5" 3 O--- Q FLAT STOCK <pV D ANDERSEN TW34410 DOUBLE HUNG 3'-b I/8' -5,-0 7/8" 8'-0" 25 -- In F-p�m E ANDERSEN TW34410 - 2 DOUBLE HUNG T-1 3/4' 5'-0 7/5' B'-O° 4 a C m F ANDERSEN TW344I0 - 3 DOUBLE HUNG II'-3 3/8' 5'-0 7/8° B'-O" I __ U7 2.6' P.T. m cmi WOOD NAILER CCQ" a G ANDERSEN TWT21010 + TWT56210 + TWT21010 DOUDLE HUNG - PICTURE - DOUBLE HUNG 12'-5 1/8' 6'-0 7/8" 9'-0 7/8" 1 -- TW210410 + DWP56410 + TV4210410 / CAULKING Q H ANDERSEN TW34410 - 3 DOUBLE HUNG II'-3 3/w 6'-6 1/4' q'_p 7/8, 1 __ U EXTENSION JAMB H DIEBOLD 121-71 FIXED 10'-O' 3'-0 3/8° W-2" 1 TELLER STEEL WINDOW w LL KAWNEER ALUMINUM STORE FRONT WINDOW FIXED 13'-0' 6'-0° q•-p 7/5° 3 I, GRILLE PATTERNS ARE AS SHOWN 7/8" COLONIAL PATTERN, -. TYP. HEAD DETAIL Z PERMANENTLY SCALE: 6°=I'-O"APPLIED INTERIOR It W/NO SPACERS 2. ALL WINDOWS ARE ANDERSEN TILT WASH 400 SERIES -WHITE W/ PRE Z FINISHED INTERIORS 'p 3. ALL WINDOWS TO HAVE (1) - STANDARD SASH LOCK t KEEPER WHITE z w 8 FINISH A. ALL WINDOWS TO HAVE (Q- CONTEMPORARY SASH LIFT WHITE FINISH O U td 5. CONTRACTOR TO VERIFY ROUGH OPENING ON WINDOW SCHEDULE PRIOR TO ROUGH FRAMING. INSTALL°TYVEK FLEXWRAP" STOOL GAP m �'O 'm 5 �B Q BLOCKING CAULKING @ P.T. 2x6° WOOD NAILER PERIMETER, TYP. Ix5 POPLAR APRON 2.2 5UB-SILL FLAT STOCK 1.6 TRIM BELOW SUB-SILL IS SECOND FLOOR WINDOWS ONLY 6' METAL STUD TRACK 6° METAL STUD WALL //nn V N CN B SILL DETAIL Z O Q PALE.6'•'-O' S :E L STOOL CAP m L LL EXTENSION JAMB, TYP. 5" POPLAR LU O FLAT STOCK U U Lo LL LU M— cn Li- C Z O v5 66 6" METAL STUD WALL LU L 61 METAL STUD JAMB Lo LU L0 2.6" WOOD NAILER Z r• CAULKING SIDING Ix6 TRIM BOARD INSTALL °TYVEK FLEXWRAP° AT ALL WINDOW OPENINGS G JAI'1B DETAIL ADHERE INTO ROUGH SCALE: 6°=1'-O" OPENING ACROSS AND TITLE: WINDOW ELEVATION WINDOW SCHEDULE ELEVATIONS -- ~ TM ® ~ -- w w DETAILS = q q o= q= q= _ Fm �w D K pi Oi K w Q m +T of DATE ISSUED: w i 1 1/18/2008 = 3'-wlfj" T-4Tg" II'-3�6" 12-516 II'-3 REVISIONS: R.O.WIDTH R.O.WIDTH Rp.WIDTH R.O.WIDTH RA.HIDTH -- SECONDELOORELEVATION ---------- ---------------__--- ----_ YPE _ WINDOW TYPE D WINDOW TYPE E WINDOW TYPE F WINDOW T G __—_WINDOW TYPE H ANDERSEN 400 SERIES ANDERSEN 4 SERIES ANDERSEN 400 SERIES ANDERSEN 4 SERIES ANDERSEN 400 SERIES DOUBLE HUNG WINDOW TILT WASH.DOUBLE HUNG WINDOW TILT WASH DOUBLE HUNG WINDOW.TRA.S TILT WASH DOUBLE '1 HUNG.PICTURE WINDOW.TRANSOM TILT WASH DOUBLE HUNG WINDOW!.TRAN` 1 MODEL Nn.TYL14410 MODEL MODEL N".TWS4410-3 MODEL Na TWT21010.TWT ID.TWT21010 MODEL N.TWT3410-3 g MODEL NO.TW210410.DNP 10.TW210410 MODEL NO.TW3.U10-3 S " ® ® ® WINDOW EXTERIOR NOTES: DRAWN BV: m I. ALL WINDOWS< (4) DOORS TO HAVE ONE PIECE CLS j P N ^@� °5PECT 15" HEAD CASING, EXCEPT "F' TYPE WINDOW GROUPS • 9 w o w PROJECT#: L�7 w = bf w = 2. ALL CASING, SUB-SILLS t APRONS TO BE SOLID PVC C-0024-05 p w o= ;M p = O '^p LUMBER, SECURE WITH APPROVED FASTENERS, COVER WITH APPROVED SEALANTS, PAINT WITH 2 COATS OF FINISH � �a m a C ) DRAWING NO.: Rp.WIDTH R.O.WIDTH FIRSTFLOORELEVAl10tJ _ --- — __—__—__ WINDOW TYPE B WINDOW TYPE C WINDOW TYPE A ANDERSEN 400 SERIES ANDERSEN Opp 9ERIE3 ANDERSEN 4 SERIES TILT WASH DOUBLE HUNG WINDOW.TRANSOM TILT WASH DOUBLE HUNG WINDOW+TRANSOM p� -KING WNDOW MODEL W,TWT3410 MODEL N.TWT3416-2 MODEL N.AX35I MODEL NO.TWU410 YODEL NO.TW34410-2 LP I N TRUSS SCHEDULE FOOTING SCHEDULE LEGEND ABBREVIATIONS n MARK TRUSS PROFILE NARK FOOTING SIZE FOOTING THICKNESS7RE]NFORC-7EMENT ;SONOT;UBE] P-1 X-X' PIER MARK(TOP EL) 0 AT f8.0 -X FOOTING MARK(TOP EL) AB ANCHOR BOLT ) ' RT3A PROFILE LINE F1.0 12' 4'-0' AC AMERICAN CONCRETE INSTITUTE ,c^WHERE OCCURS �- WALL CJ JOINT ADD'L ADDITIONAL r •�iOV� --�---- _ AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION gISI AMERICAN IRON AND STEEL ELINSTITUTE CONS F4.0 4'-0'X 4'-0' 1'-0' (6)15 EW BOTTOM FOUNDATION WALL ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ARCH ARCHITECTURAL IVryALF F4.OW 4'-0'X 4'-0' 1'-0' (6)#5 EW BOTTOM SEE 4/S12 FOOTING ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS e� I 12 BCX BOTTOM CORD EXTENSION I F6.0 6'-0'X 6'-0' V-0' (6)#5 EW BOTTOM _ BF BOTTOM FACE RTI STEP FOOTING BFF BELOW FINISH FLOOR N BFG BELOW FINISH GRADE DTI F6.08 6'-O'X 6'-0' 1'-4' (7)/5 EW BOTTOM - BLDG BUILDING WI6X31 BEAM SIZE BLK BLOCKING BRG BEARING FBD B'-O'X 8'-0' 1'-0'' (6)16 EW BOTTOM - BTW BETWEEN IS:U; W16X31(+%j BEAM SZE(TOS) C COMPRESSION O z-` T P FB.OA 8'-0'X 8'-0' 1'-0' (6)05 EW TOP - CANT CANTILEVER PER PLAN PER PER (8) EW BOTTOM FIELD-BEAM END MOMENT CONNECTION a CONTROL OR CENTER LINE CONSTRUCTION JOINT d W PLAN I PER PUN PLAN I (7)�i EW TOP - [NO-1] (SEE DETAILS 1/54.2) � CLEAR F9.GA 9'-0'X 9'-0' 1'-8' (7)15 EW BOTTOM CMU CONCRETE MASONRY UNIT ----------- INVERTED V BRACE BELOW COL COLUMN •° °�� F F1Q0 10'-O'X 10'-0' V-O' (9)16 EW BOTTOM _ [BR-1] CONC CONCRETE z U CONST CONSTRUCTION I'-I O (8)#5 EW TOP LIMIT OF SIM/ROOF DECK CONT CONTINUOUS - gs .I U) F10.OA 10'-0'X 10'-0' V-8' (8)#5 EW BOTTOM - --•-_•--.--•- CHORD COORDINATE 3)# = CRSI CONCRETE REINFORCING STEEL INSTITUTE F12.0 12'-0'X 6'-0' 1'-4' (1(1#5 6 6 EW TOP BOTTOM - WIDE RANGE COLUMN DEIL DOUBLE - 12 OFT DRY FILM THICKNESS �B F12DA 12'-O'X 14'-0' 1'-0' (6)15 LONG T&B - HSS TUBE COLUMN DIAG DIAGONAL R72 (14) TRANS'TAB DIM DIMENSION DT2 (3)#4 LONG SOT. Wpm POST DT DRAG TRUSS W2.0 7-O'X CONT. V-0' SEE 1/S3.1 /4 0 4B'TRANS.BIT. DWG DRAWING T. SLAB TYPE EA EACH r W1 OA 2-O X CONT. I'-U* 14 o 48'TRANS. SEE HOT. 4 2 -� (ARROW INDICATES SPAN OF DECK) EF EACH FACE PER PLAN I I P`�R I EL ELEVATION EN EN PER PLAN PLAN ................................. SLAB CJ EDO EDGE OF DECK EOS EDGE OF SLAB COLUMN SCHEDULE SLAB E/ j" E EQUAL SE�E/S3.2 W EACH WAY EXIST EXISTING MARK TYPE SIZE BASE PLATE ANCHOR BOLT SHEAR WALL TYPE EXT EXTERIOR I� _ (SEE SCHED D/S11) (SEE SCHED E/S3.1) �1 SEE SHEAR WALL SCHEDULE ON DRAWNG MI FD FLOOR GRAIN V c O O H554x4>�' BP-D AB-1 FRAMING MEMBER SPAN DIRECTIONLu FFE FINISH FLOOR ELEVATION CV Cn TRUSS LOADING SCHEDULE CANTILEVER ONE END FLR FLOOR O cc C2 0 HSS5x5xY BP-A AB-1 FRAMING MEMBER SPAN DREC71ON FOC FACE OF CONCRETE JI r- LIVE LOADS SPECIAL LOAD NOTES FOS FACE OF MASONRY BEARING BOTH ENDS FOS FACE OF STUD TOP CHORD (SEE NOTE 1) 1. LIVE LOADS SOWN IN THE LIVE LOAD KEY PLAN ON EACH FRAMING PLAN ARE APPLIED TO THE C3 0 HSS6x6x4(e BP-A AB-1 RT1 FS FAR SIDE Q 1TW CHORD OF TRUSSES SHOWN ON THE DRAWINGS TRUSSES MARKED SP SHALL BE DESIGNED ^O 24'GC~ FRAMING MEMBER LAYOUT DIRECTION FT FOOT m BOTTOM CHORD FOR THE LISTED ADDTONAL LOADS PRONGED ON THE DRAWINGS FTG FOOTING O (n SEE NOTE 5 ROOF DEAD LOADS 7- DRAG TRUSSES(OT)AND GIRDER TRUSSES(GI)SHALL BE DESIGNED FOR DRAG FORCES IN THE I NR�ZB �_g AS-2 CA GAGE U ' ` � 2E PLANE OF THE TRUSS WHERE INDICATED ON THE PUN. ALL GT SHALL 1#DESIGNED FOR GALV GALVANIZED v TOP CHORD SEE NOTE 4 REACTIONS(IF SUPPORTED FRAMING IN ADDITION TO ANY DRAG FORCES SHOW ON THE PLAN. C7 I WBOO BP-B -AB-2 GT ORDER TRUSS r BOTTOM CHORD 13 PSF 1 TOTAL DEAD LOADS SOWN IN THIS SCHEDULE DO NOT INCLUDE TRUSS SELF WEIGHT. TRUSS HORIZ HORIZONTAL LL LLJ Y W DESIGNER SHALL INCLUDE SELF WEIGHT OR USE THE TOTAL DEAD LOADS USTED ON DRAWNG CB HG HIP GIRDER L'- Q W J TOTAL 20 PSF SO.1 I WI2�79 BP-C AB-2 HS HIGH STRENGTHIN INCH 0 m SEE NOTE 3 A. ROOF TRUSS DESIGN MUST INCM110E UNBALANCED AND DRIFT LOAD CASES PER DESIGN LIVE L5 ® 6'x6'WOOD POST SEE 3/S-9 - INSUL INSULATION W LC) LOADS LISTED ON DWG SO.2 AND THE LIVE LOAD KEY PLAN ON DRAWING SZ3.TRUSSES SHALL C!� BE DESIGNED IN CONFORMANCE WITH MSBC 1611.11 AND ASCE 7-02 FOR A NET UPLIFT OVER TNT INTERIOR Ln z ENOLMED BULLRING SPACE AS SHOWN IN THE FIGURE BELOW. JT JOINT [_[_[ S' BOTTOM CHORD UVE LOAD OF 20 PSF SHALL BE CONSIDERED ON ROOF TRUSSES ONLY ONLY IN S KIPS PER SQUARE INCH C THOSE PORTIONS OF THE ATTIC SPACE WHERE THE CLEAR HEIGHT BETWEEN THE BOTTOM CHORD Z en AND ANY OTHER MEMBER IN THE TRUSS EXCEEDS 42. L LENGTH MAX MAXIMUM 6. ROOF TRUSS DESIGN MUST INCLUDE UNBALANCED AND DRIFT LOAD CASES PER DESIGN LIVE MEP MECHANICAL/ELECTRICAL/PLUMBING LOADS USTED ON DWG SO.2 AND THE LIVE LOAD KEY PLAN ON DRAWING S2.1 UNBALANCED MFR MANUFACTURER SNOW LOADS SHALL BE CONSIDERED ON ROOF TRUSSES PER ASCE 7-02 SECTION 7.G MIN MINIMUM 26 PBF lTYP3 No MASONRY OPENING _�` NUMBER A �0� •,�=- N0. NUMBER TITLE: ROOF WINO LOADING SCHEDULE NS NEAR SIDE NAIL( DESIGN WIND PRESSURE oG NOT �N7SCA STRUCTURAL " ABBREVIATIONS, O1 20 PS 26 „- PCF POUNDS PER CUBIC FOOT O PLATE STRUCTURAL DRAWING INDEX PERIM PERIMETER DRAWING INDEX, POLY POLYETHYLENE LEGEND,Q Ot \ 20 PBP(YYPJ O DRAWING TITLE SHEET NO. DATE REVISION P30 PSF O, PROP PROPOSED SF POUNDS PER SQUARE FOOT &SCHEDULES A=1OL OF LEAST HORIZONTAL �� A PSI POUNDS PER SQUARE INCH (OORR 3 WITH A MINIMUM OF 4% �✓- `�` STRUCTURAL ABBREVIATIONS,DRAWING INDEX,LEGEND,IND LEGEND,&SCHEDULES S0.1 11-18-2008 0 IX( ) STR REINF REINFORCEMENT NET UPLIFT DUE TO WIND A 3D LTYPJ STRUCTURAL NOTES&SPECIFICATIONS S02 11-18-20M 0 REQ D ROOUGH DUIREOPENING DATE ISSUED: STRUCTURAL NOTES&SPECIFICATIONS SO.3 11-18-2008 0 FIT ROOF TRUSS 11-15-2008 SCHFOUNDATION PLAN SID 11-18-2008 0 SECTD SECCTTIION DULE REVISIONS: SIM SIMILAR SECOND FLOOR FRAMING PLAN 52.1 11-18-2008 0 SJI STEEL JOIST INSTITUTE ROOF STEEL FRAMING PLAN S22 11-18-2008 0 sTTLL STANDARD ROOF TRUSS FRAMING PLAN S2.3 11-18-2008 0 TER TO BE REMOVED TCX TOP CORD EXTENSION FOUNDATION DETAILS S3.1 1f-18-2008 0 T TOP AND BOTTOM 7HK THICK ETE FOUNDATION DETAILS S32 1F18-2008 0 TOs TOP OF STEEL DROWN BY: TOW TOP OF WAIL KEP STEEL FRAMING ELEVATIONS S4.1 11-18-2008 0 Ts TOP OF SLAB THIS PLAN IS A REDUCED SIZE PLAN IS NOT TO STEEL FRAMING ELEVATIONS rAtA 11-18-2008 0 7IN UNLESS TYPICAL A&M PROJECT#: LINO UNLESS NOTED OIHERWSE 1203-21 FRAMING DETAILS S42 11-18-2008 0 VERT VERTICAL DRAWING NO.: SCALE AND HAS BEEN PROVIDED SPECIFICALLY FOR NF VERIFY IN FIELD PERMITTING. FULL SIZE DRAWINGS HAVE BEEN FRAMING DETAILS 543 11-18-2008 0 WITH SUBMITTED AND SHOULD BE USED FOR CONSTRUCTION. FRAMING DETAILS s4.4 tF to-2ooe o .�a1T WITHIN FRAMING DETAILS 345 11 18-2008 O WWF WELDED WRE FABRIC so - i ISSUED FOR PERMIT- NOVEMBER 18, 2008 SOH OF GENERAL STRUCTURAL NOTES&SPECIFICATIONS GENERAL FOUNDATION(CONY) STRUCTURAL STEEL STEEL JOISTS w L J 0.46077 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS F THE TOWN OF 6. CONTRACTOR SHALL CARRY OUT CONTNUOUS PUMPING OF GROUND WATER IF NECESSARY 1. ALL DIMENSIONS AND LOCATIONS F STRUCTURAL STEEL ARE TO BE VERIFIED IN THE FIELD 1. THE FABRICATOR OF THE STEEL JOISTS SHALL BE A CURRENT MEMBER OF STEEL JOIST LLJ BARNSTABLE(HYANNIS)BUILDING DEPARTMENT AND THE MASSACHUSETTS STATE BUILDING UNTIL SUFFICIENT DEAD LOAD HAS ACCUMULATED TO PREVENT THE FLOATING F ANY PART PRIOR TO SUBMISSION OF SHOP DRAWINGS INSTITUTE(SJ)AND SHALL HAVE HAD THEIR DESIGNS AND FABRICATIONS REVIEWED BY SA. CODE,7TIH EDITION(M93C). OF THE STRUCTURE 2_ ALL STRUCTURAL STEEL SHALL BE NEW STEEL CONFORMING TO THE MOST CURRENT ASTM 2 STEEL JOISTS SHALL DE K OR LH SERIES CONFORMING TO THE LATEST STANDARD Q S,/►upL�` STRUCTURAL FILL SHALL BE DEFINED AS FILL MATERIAL USED TO SUPPORT BUILDING DESIGNATIONS INDICATED. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH SPECIFICATIONS OF THE STEEL JOIST INSTITUTE. CHORD AND WEB MEMBERS FOR ALL JOISTS = 2 Vry15 DESIGN DEAD LOADS 7. FOUNDATIONS AND SLABS STRUCTURAL FILL SHALL CONSIST OF WELL GRADED SAND AND THE AISC MANUAL F STEEL CONSTRUCTION. SHALL BE ASTM A242 STEEL HOT ROLLED SECTIONS,OR AN APPROVED SUBSTITUTE JOISTS O STEEL SELF-WEIGHT IS IN ADDITION TO ALL F THE LISTED DEAD LOADS GRAVEL AND GRAVELY SAND,FREE FROM ICE,SNOW,ROOTS SOD,RUBBISH,AND OTHER SHALL BE ANCHORED AT BEARING BY A IX-(MINIMUM)LONG FILLET WELD ON EACH SIDE 0 Z Z DELETERIOUS OR ORGANIC MATTER,AND SHALL CONFORM TO THE MATERIAL GRADATION A ASTM A992(Fy=50 ksi) W SHAPES BRIDGING SHALL CONFORM TO REQUIREMENTS F THE STEEL JOIST INSTITUTE. PROVIDE TOP O ELEVATED SLAB SPECIFICATION IN THE REFERENCED GEOTECHNICAL REPORT. B. ASTM A500,GRADE B(Fy=46 ksi) HOLLOW STRUCTURAL SECTIONS(HSS) AND BOTTOM CHORD EXTENSIONS WHERE REQUIRED. C.. ASTM A53,GRADE B(Fy=35 ksi) PIPE NORMAL WEIGHT SLAB/FORM DECK(3X') 39 PSF 8. ALL UTILITIES CROSSING FOUNDATION WALLS SHALL GENERALLY CROSS AT 90 DEGREES TO D.,ASTM A36(Fy=36 W) ANGLES,TEES,CHANNELS,PLATE 3 ALL STEEL JOISTS,BRIDGING,AND BRACING SHALL BE DESIGNED BY THE FABRICATOR. J THE WALL LINE WHERE UTILITY CROSSING ELEVATIONS ARE IN CONVICT WITH THE FOOTING FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE FLOOR COVERING 3 PSF Q LiJ = CEILING 3 PSF OR WITHIN 24'BELOW THE BOTTOM OF FOOTING,THE FOOTING SHALL BE STEPPED DOWN 4. STRUCTURAL CONNECTIONS SHOWN ON THESE DRAWINGS ARE GENERALLY SCHEMATIC. ALL FOLLOWING FOR SIZE,SPAN,LOADING AND SERIES INDICATED IN THE CONTRACT DOCUMENTS U 1"1~ ` cn PARTITIONS 20 PSF SUCH THAT THE UTILITY CROSSES THROUGH THE FOUNDATION WALL STRUCTURAL STEEL CONNECTIONS SHALL BE DESIGNED BY A STRUCTURAL ENGINEER LICENSED vo Z O Z MISC.(HVAC,ELEC,FP) 5 SF IN THE COMMONWEALTH OF MASSACHUSETTS RETAINED BY THE FABRICATOR CONNECTION A SA'STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS,K-SERIES: O 70 PSF 9 FINISH GRADE ILLS HEBAgffILLED EQUALLY ON BOTH SIDES UP TO THE LOW SIDE DESIGN SHALL BE IN ACCORDANCE WITH THE AISC'MANUAL OF STEEL CONSTRUCTION- LONG SPAR STEEL JOISTS,LH-SERIES; DEEP LONG SPAN STEEL JOISTS,DLH F- J U MEALLOWABLE STRESS DESIGN',9TH ED.(AST)). DESIGN FOR ALL CONNECTIONS SHALL BE SERIES; AND JOIST GIRDERS' O W SUBMITTED TO THE ARCHITECT/ENGINEER GINEER FOR REVIEW PRIOR TO FABRICATION. Of 3 MEMBRANE OR ASPHALT ROOFING 3 PSF B. W'RECOMMENDED CODE OF STANDARD PRACTICE FOR STEEL..JOISTS AND O � CD E-'_z g CONCRETE (PLYWOOD SHEATHING 3 PSF S ALL SHOP CONNECTIONS SHALL IF WELDED. FIELD CONNECTIONS SHALL BE BOLTED WHERE JOIST ORDERS'. Z a5€E WOOD FRAMING 0 24'O.C. 5 PSF 1. ALL CONCRETE SHALL BE PROPORTIONED,MIXED AND PLACED CONFORMING TO CURRENT EVER POSSIBLE EXCEPT AS SPECIFICALLY DEFINED OTHERWISE HEREIN. BOLTS STALL (n U Z(„) CONFORM TO THE ASTM'STANDARD SPECIFICATION FOR STRUCTURAL BOLTS'SERIAL C. AISC'MANUAL OF STEEL CONSTRUCTION-ALLOWABLE STRESS DESIGN'. Z_ LWJ W + CEILING 3 PSF AMERICAN CONCRETE INSTITUTE(ACT)391,304 AND 30B STANDARDS. THE FOLLOWING DESIGNATION F7852(A3257C),SHALL BE 3/4'DIAMETER,AND HAVE STANDARD HOLES OF Z ~ cn s a cn S MISC.(HVAC,ELEC,FP) L_PSF CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR RENEW. 13/16'DIAMETER,UNLESS DESIGNATED DIFFERENTLY IN THE STRUCTURAL DETAILS OR 4. ALL DESIGNS STALL BE PERFORMED IN ACCORDANCE WITH CONTRACT DOCUMENTS AND SHALL Q Z 21 PSF GENERAL STRUCTURAL CONCRETE SECTIONS BE SUBMITTED 70 THE ARCHITECT/ENGINEER FOR DIMENSIONAL RENEW ONLY.REFER TO J Gil CONTRACT DOCUMENTS FOR LOADING CONDITIONS 3. DESIGN LIVE LOADS 6. ALL SHEAR CONNECTIONS SHALL BE DESIGNED BY THE FABRICATOR AT EACH LOCATION W 28-DAY STRENGTH(MIN) 3.000 PSI WHERE THEY ARE REQUIRED,INDICATED OR OTHERWISE,IN THE CONTRACT DRAWINGS THE 5. BRIDGING AND JOIST ORDER BRACING SHALL BE INCLUDED WHETHER SHOWN ON THE LJ SEE LIVE LOAD KEY PLANS ON DRAWING S2.1 AND S2 X 3 COARSE AGGREGATE(MAX) ' CONNECTION SHALL BE DESIGNED IN ACCORDANCE WITH THE AISC MANUAL TO DEVELOP END CONTRACT DOCUMENTS OR NOT. OFFICE 50 PSF WATER CEMENT RATIO(w/c) 0.44 REACTIONS BASED ON ALLOWABLE,UNIFORMLY DISTRIBUTED LOAD(UDL)TABLES(MANUAL OF Cn O O Of O STAIRS,LANDINGS 1CORRIDOR 00 pg AIR ENTRAINMENT 6%(41� STEEL CONSTRUCTION,ASD,PG.2-89 THRU PG.2-140). WHERE REACTIONS ARE 6. JOISTS SHALL BE PROPORTIONED WITH THE FOLLOWING DEFLECTION LIMITS O Li = ELEVATOR MACHINE ROOM 50 PSF(300/ 4 50.IN.ANYWHERE) SPECIFICALLY IDENTIFIED ON THESE DRAWINGS,THEY SHALL BE USED FOR CONNECTION L/360 FLOOR UVE LOADS W Cn / INTERIOR SLAB-ON-GRADE 0 AIR) DESIGN INSTEAD F THE UDL TABLES L/240 TOTAL LOADS U J ROOF(ZONE 1,Pg=35 PSF,PR=30,Ps=27) 30 PSF Z _p (AND DRIFTING LOADS IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE) 28-DAY STRENGTH(MIN) 4.000 PSI 7. BEAM SHEAR CONNECTIONS FRAMED INTO THE FACE OFHOLLOW STRUCTURAL SECTIONS 7. ALL LOADS FROM HANGING EQUIPMENT,INCLUDING BUT NOT UNITED TO MECHANICAL, CZS Q Z 4. WIND LOADS COARSE AGGREGATE(MAX) X' (HSS)SHALL BE DESIGNED IN ACCORDANCE WITH THE CURRENT EDITION F THE AISC PLUMBING AND ELECTRICAL,SHALL BE SUPPORTED WITHIN 6'OF A PANEL POINT F THE U Q WATER CEMENT RATIO(w/c) 0.42 HOLLOW STRUCTURAL SECTIONS-CONNECTIONS MANUAL%CHAPTER 4. JOISTS SHALL BE REINFORCED IN ACCORDANCE WITH THE JOIST REINFORCING DETAIL SHOWN Li 0 120 MPH ON THE STRUCTURAL CONTRACT DRAWINGS. Q U L1J BASIC WIND SPEED (� EXTERIOR SLAB-ON GRADE LiJ F- EXPOSURE C 8. ALL HE FABRICATOR WITHIN THE LOCATION FORCE RESISTING SYSTEM(SIRS)SHALL S.DESIGNED B. WHERE JOIST FRAMING IS UTILIZED,AND COLUMNS ARE NOT FRAMED IN AT LEAST TWO _� IZ F- WAND IMPORTANCE FACTOR(Iw 1.0 BY THE FABRICATOR AT EACH LOCATION INDICATED ON THE CONTRACT DRAWINGS THE ) 28 DAY STRENGTH MIN 1000 PSI DIRECTIONS WITH STRUCTURAL STEEL MEMBERS,THE Jg573 AT OR NEAREST TO THE COLUMN (n g (MIN) PROVISIONS F RISC 341-02 STALL APPLY TO ALL CONNECTION DESIGNS BUILDING DRIFT LIMIT H/400 COARSE AGGREGATE(MAX) CENTERLINE STALL BE FIELD BOLTED AT THE THE F ERECTION WITH TWO 1/2'MINIMUM WATER CEMENT RATIO(w/c) 0.42 A THE CONTROUNG CONNECTION FORCES SHOWN ON THESE DRAWINGS ARE DUE TO WIND IN DIAMETER BOLTS BOLTS SHALL BE TORQUED SNUG-TIGHT PRIOR TO SLACKING THE HOIST REFERENCE WIND PRESSURES 0-50 FEET=21 PSF AIR ENTRAINMENT 63 KRIS) EACH F THE N-S AND E-W AXIS OF THE BUILDING. LINE. ONCE THE FRAME IS PLUMBED,THESE TIE-JOISTS SHALL BE FIELD WELDED TO THE p(n ( lI SUPPORTS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS 7v 7 S EARTHQUAKE LOADS: Lu 2. NO WATER SHALL BE ADDED TO THE CONCRETE AT THE JORSITE IT SHALL BE THE B. ORDINARY MOMENT FRAMES F STEEL(OMF)-ALL MOMENT CONNECTIONS SHALL BE NOW 04 H:n RESPONSIBIUTY OF THE CONTRACTOR TO COORDINATE WITH THE CONCRETE SUPPLIER TO 'TYPE-1'OR'FR'CONNECTIONS DESIGNED IN ACCORDANCE WITH THE AISC PROVISIONS 9• DO NOT WELD BOTTOM CHORD EXTENSIONS OF TIE JOIST TO COLUMN STABILIZER PLATE _ Elf LiJ m SEISMIC IMPORTANCE FACTOR,(le) 1.0 p] O ENSURE A PUMPABLE AND WORKABLE MIX WITHOUT THE ADDITION F WATER AT THE JOBSITE FOR ORDINARY MOMENT FRAMES OMF F STEEL THE CONNECTION SHALL BE DESIGNED r SITE CLASS D(ASSUMED) THE USE F PLASTICIZERS,RETARDANTS AND OTHER ADDITIVES SHALL BE AT THE OPTION F ( ) 5 SEJSMIC DESIGN CATEGORY B THE CONTRACTOR SUBJECT TO THE APPROVAL F THE STRUCTURAL ENGINEER FOLLOW THE TO DEVELOP THE FULL MOMENT INDICATED ON THE DRAWINGS THUS(M=zx FT-K)AT �- W G lJ SPECTRAL RESPONSE ACCELERATION,(Ss) 0.20 EACH CONNECTION LOCATION OR 1.1 x Ry x Mp,WHICHEVER IS LESS RECOMMENDATIONS OF THE MANUFACTURER FOR THE PROPER USE OF ADDITIVES THE USE LL SPECTRAL RESPONSE ACCELERATION,(S1) 0.054 OF CALCIUM CHLORIDE OR OTHER CHLORIDE BEARING SALTS SHALL NOT BE PERMITTED. 1. ALL STEEL DECKING STALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK INSTITUTE 5 F- Q SPECTRAL RESPONSE COEFFICIENT,(Sds) 0.213 C. ORDINARY CONCENTRIC BRACED FRAMES(OCBF)-THE AXIAL CONNECTION AT THE ENDS (SIX)AND SHALL BE ERECTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS coL C V) SPECTRAL RESPONSE COEFFICIENT,(Sd1) 0.0864 3. REINFORCING STEEL SHALL DE NEW BILLET STEEL IN ACCORDANCE WITH ASTM A615,GRADE OF TENSION AND COMPRESSION MEMBERS SHALL BE DESIGNED BY THE FABRICATOR TO UNLESS OTHERWISE NOTED ON THE CONTRACT DRAWINGS O V) SEISMIC FORCE RESISTING SYSTEM: 60. ALL DETAILS SHALL BE IN ACCORDANCE WITH ACI DETAIL STANDARD AC 315. DEVELOP THE FULL AXIAL LOAD INDICATED ON THE DRAWINGS THUS(P=zzK)OR FOR W Q N-S AXIS OMF THE ALLOWABLE TENSILE CAPACITY OF THE CONNECTED MEMBER Pn=(Ry z Fy z Ag), 2 THE MANUFACTURER F THE STEEI.DECKING SHALL BE A CURRENT MEMBER OF SDI AND / 1 U E-W AXIS OCBF 4. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 SPECIFICATIONS FOR WELDED STEEL WHICHEVER IS LARGER. Ry SHALL BE AS DEFINED IN THE AISC 341-02 TABLE 1-6-1. SHALL HAVE HAD THEIR DESIGNS AND FABRICATIONS REVIEWED BY SDI. l.J DESIGN BASE SHEAR,(V): WIRE FABRIC AND PLACED IN ACCORDANCE WITH THE WELDED STEEL WIRE INSTITUTE PROVISIONS F AISC 341-02 SUPERCEEDED BY MSBC SECTION 2205.3.4 SHALL BE r N-S AXIS 40K CONSIDERED. 3. GALVANIZING,WHERE REQUIRED,SHALL BE EQUAL TO ASTM A653,COATING LASS G60.FIELD LL L U JJ coL E-W AXIS 70K 5. CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: TOUCH-UP ALL WELDS,SCUFFS,AND ABRASIONS WITH RUST INHIBITIVE PAINT. PROVIDE („L Q J SEISMIC RESPONSE COEFFICIENT,(Cs): 9. WELDED CONSTRUCTION SHALL COMPLY WITH THE AWS CODE FOR PROCEDURE,APPEARANCE, FILLERS AND ACCESSORIES AS REQUIRED. O - m N-S AXIS AND QUALITY F WELDS AND METHODS USED IN CORRECTING WELDED WORK. ALL WELDING < E-W AXIS .066 FQUNDON WALLS 2' SHALL BE MADE BY CERTIFIED YIELDERS 4. GALVANIZED EDGE ANGLES AND CLOSURE STRIPS,20 GAO:MINIMUM,SHALL BE INSTALLED w L•(� F-- AROUND ALL SLAB STOPS ANGLES AND STRIPS SHALL BE WELDED TO SUPPORTS WITH 1' Lo In RESPONSE MODIFICATION FACTOR,(Rk SLABS-ON-GRADE 2' 10. WELD ELECTRODES FOR ALL WELDING SHALL BE MINIMUM AWS E-70 SERIES LONG FILLETS AT 12'ON CENTER N-S AXIS 3.5 w r � E-W AXIS 3.25 - 6. PROVIDE AND INSTALL NECESSARY TIE BARS,SPACER BARS,CHAIR BARS,AND BOLSTERS AS 11. FITTED,FULL-DEPTH WEB STIFFENERS SHALL BE FRONDED AT ALL BEAMS AND GIRDERS 5. ALL DECK SHEETS SHALL BE PLACED PERPENDICULAR TO SUPPORTING MEMBERS. METAL DEFLECTION AMPLIFICATION FACTOR,(Cd): REQUIRED TO MAINTAIN STEEL IN A RIGID POSITION PRIOR TO PLACING CONCRETE ALL SUPPORTING COLUMN LOADS OR CANTILEVERING OVER COLUMNS. WEB STIFFENERS SHALL BE DECKING GAGES SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS HAVE BEEN BASED ON Z Q N-S AXIS 3.0 SUPPORTS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS OF CRSI'RECOMMENDED INSTALLED ON EACH SIDE OF BEAMS AND GIRDERS AND SHALL BE EQUAL TO THEIR WEB 2-SPAN CONDITIONS,HOWEVER A 3-SPAN CONDITION SHALL BE PROVIDED WHEREVER co E-W AXIS 3.25 PRACTICE FOR PLACING REINFORCING BARS'. THICKNESSES. POSSIBLE IF THE MINIMUM SPAN CONDITION IS NOT FEASIBLE DUE TO SUPPORTS.AND/OR 6. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE CIVIL,ARCHITECTURAL, 7. WHERE CONTINUOUS BARS ARE CALLED FOR,INDICATED,OR REWIRED,THEY SHALL BE RUN 12 FLANGES AND WEBS OFBEAMS ARE TO BE PUNCHED WHERE REWIRED TO RECEIVE OPENING LOCATIONS,THE METAL DECKING SUPPLER SHALL ADJUST THE GAGES ACCORDINGLY. MECHANICAL,AND ELECTRICAL DRAWINGS,AND SPECIFICATIONS CONTINUOUSLY AROUND CORNERS,LAPPED AT NECESSARY SPLICES,SPLICES STAGGERED, ARCHITECTURAL FINISHES. TO RECEIVE WOOD BLOCKING,USE 7/16'DIAMETER HOLES O 6. NO OPENINGS GREATER THAN 12'IN EITHER DIRECTION SHALL BE CUT IN THE METAL ROOF WHEREVER POSSIBLE,AND HOOKED AT DISCONTINUOUS ENDS 2'-0-O.C.WITH 1/8'DIAMETER BOLTS WITH NUTS AND WASHERS SEE DETAIL B/S4.3. OR FLOOR DECKS UNLESS A PROPER STEEL ANGLE FRAME IS INSTALLED AROUND THE 7. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD,AND ANY DISCREPANCIES PERIMETER F THE OPENING,BENEATH THE DECKING OPENINGS IN NON-COMPOSITE STEEL SHALL BE BROUGHT TO THE ATTENTION F THE ENGINEER FOR CLARIFICATIOIN BEFORE EL. SLABS SHALL BE PLACED TO A FLATNESS/LEVELNESS F X'IN 10 FEET. 13. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH ASTM F1554 SPECInCA71ONS,WITH HEAVY FORM DECK SHALL BE IN ACCORDANCE WITH DETAIL B/S4.2 PROCEEDING WITH THE AFFECTED PORTION OF THE WORK. HEX NUTS AND HARDENED WASHERS UNLESS NOTED OTHERWISE. TIRE: 9. ALL INTERIOR SIBS SHALL RECEIVE A STEEL TROWEL FINISH AND ALL EXTERIOR SAGS 7. SCREWS USED FOR DECK FASTENING STALL BE GALVANIZED/10 SELF-TAPPING TEN(SCREWS. fl UNLESS OTHERWISE NOTED,DETAILS SHOWN ON ANY DRAWINGS ARE TO BE CONSIDERED SHALL RECEIVE A BROOM FINISH. FINISHING F SLAB SURFACES SHALL COMPLY WITH THE 14. NON-SHRINK GROUT TO BE INSTALLED AT COLUMN BASS SHALL ATTAIN A COMPRESSIVE ALL SCREWS SHALL HAVE A 0.19'THREAD DIAMETER,0.4'MINIMUM NOMINAL HEAD DIAMETER TYPICAL FOR ALL SIMILAR CONDITIONS RECOMMENDATIONS F ACI 302.1 AND 304. STRENGTH F 5,000 PSI AT 28 DAYS AGE. AND AN AVERAGE TESTED TENSILE STRENGTH F 2.560 LB. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES,ANY 10. INTERIOR SLABS-ON-GRADE SHALL BE PLACED ON A 6 MIL(MIN)POLYETHYLENE VAPOR 15, POUR STOPS AND SLAB SUPPORTS AT COLUMNS,SLAB OPENINGS AND SLAB EDGES SHALL 8, FLOOR DECK(NON-COMPOSITE FORM DECK): STRUCTURAL NOTES PERMITTING AGENCIES,AND-DIG-SAFE-(1-BBB-344-7233)AT LEAST 72 HOURS IN BARRIER ALL SEAMS SHALL BE LAPPED 12'. BE SUPPLIED BY THE CONTRACTOR AS REQUIRED TO COMPLETE THE WORK. ADVANCE F ANY WORK THAT WILL REQUIRE EXCAVATION. A STEEL FLOOR DECK SHALL BE 9fe,26 GA,GALVANIZED,UFS FORM DECK,30'COVERAGE, & 11. CONTRACTION JOINTS SHALL BE USED TO DIVIDE SLABS-ON-GRADE INTO RECTANGULAR 16. SEE WOOD TRUSSES NONE 012 ON DRAWING 50.3. AS MANUFACTURED BY UNITED STEEL DECK,INC.OF SOUTH PLAINFIELD.NJ OR AN 10. BUILDING ELEVATIONS ARE REFERENCED FROM CIVIL/SITE DRAWINGS CONFIRM ALL PANELS NOT EXCEEDING 400 SF(20'X2O'). CONTRACTION JOINTS SHALL BE SAWED JUST APPROVED SUBSTITUTE CONCRETE COVER,THICKNESS DENSITY AND REINFORCEMENT SHALL SPECIFICATIONS ELEVATIONS PRIOR TO CONSTRUCTION. OFF OF AND PARALLEL TO THICKENED SLAB FOOTINGS ON PARTY WALL AND CORRIDOR LINES BE AS INDICATED ON THE DRAWINGS UNLESS OTHERWISE NOTED ON THE CONTRACT DRAWINGS JOINTS MAY BE SAWED AS SOON RMDATIONS AS PRACTICAL NOT TO DAMAGE CONCRETE AND SHALL BE SAWED NO LATER THAN 24 B. STEEL FLOOR DECK SHALL CONFORM TO ASTM A653,GRADE 80,HAVING A MINIMUM YIELD HOURS AFTER CONCRETE PLACEMENT. STRENGTH OF 80 KS. THE WORKING STRESS F STEEL FLOOR DEC(PRIOR TO AND DURING 1. NO GEOTECHNICAL REPORT IS AVAILABLE AS F THE ISSUE DATE OF THESE DRAWINGS. ALL PLACEMENT F CONCRETE SHALL NOT EXCEED 0.6 X THE YIELD STRESS OR 36 KS, SOIL DESIGN PARAMETERS ASSUMED ON THESE DRAWINGS SHALL BE CONFIRMED IN THE FIELD 12. SLAB-ON-GRADE CONSTRUCTION JOINTS SHALL BE KEYED JOINTS AND UTILIZED AS WHICHEVER IS LESS. A 20 PSF UNIFORM LOAD OVER THE ENTIRE DECK AREA OR 1501 DATE ISSUED: BY A GEOTECHNICAL ENGINEER LICENSED IN THE COMMONWEALTH OF MASSACHUSETTS PRIOR CONTRACTION JOINTS WHEN APPROPRIATE CONSTRUCTION JOINTS SHALL BE SAWCUT THE CONCENTRATED LOAD OVER A 1'-0'WIDE SECTION OFDECK SHALL BE CONSIDERED AS SAME AS WOULD A CONTRACTION JOINT 11-18-2008 TO CONSTRUCTION OF ANY FOOTINGS. THE GEOTECHNICAL .OTECIHNICAL ENGINEER SHALL ALSO ISSUE A CONSTRUCTION LIVE LOADS. REPORT SUMMARIZING THE FINDINGS AND SUBMIT THE SAME TO THE OWNER,ARCHITECT, 13. MINIMUM PIER REINFORCING SHALL BE 1%OF THE PIER AREA.UNLESS OTHERWISE NOTED. REVISIONS: STRUCTURAL ENGINEER AND BUILDING DEPARTMENT PRIOR TO CONSTRUCTICN. C. PROVIDE 5/8'DIAMETER PUDDLE WELD FOR DECK CONNECTION AT POINTS RECOMMENDED BY 2 ALL FOOTINGS SHALL BE CARRIED DOWN TO UNDISTURBED MATERIAL OR COMPACTED 14. PROVIDE 7 DAY CURING OF SLABS IMMEDIATELY AFTER FINISHING USING ONE OF THE THE THE MANUFACTURER,MINIMUM 30/4 PATTERN OR AS INDICATED IN THE CONTRACT DRAWING STRUCTURAL FILL HAVING A MINIMUM BEARING CAPACITY F 3.000 PS'UNLESS OTHERWISE FOLLOWING METHODS: S SHALL BE USED TO FASTEN DECK TO SUPPORTS ON ALL DECK GAGES G WASHER S R SHOWN OR INDICATED ON THE DRAWINGS NO CONCRETE FOOTINGS SHALL BE PLACED UNTIL A. CONTINUOUSLY WATERED BURLAP - D. WELDING THAN GAGE. WELDING WASTERS ARE NOT PERMITTED FOR SIDE LAP THE BEARING VALUE OF THE SOIL ENCOUNTERED IS CERTIFIED BY A PROFESSIONAL B. WATERPROOF MEMBRANES CONNECTIONS. GEOTECHNICAL ENGINEER LICENSED IN THE COMMONWEALTH OF MASSACHUSETTS. ALLOWADEE C. SPRAYED-ON LIQUID MEMBRANE SOIL BEARING VALUE MUST TAKE INTO ACCOUNT INFLUENCE OF GROUND WATER. PROTECT THE CONCRETE SURFACE BETWEEN FINISHING OPERATIONS ON HOT,DRY DAYS OR AND DECK STALL BE FABRICATED TO ALLOW FOR 2'MINIMUM ENO LAPS STRUCTURAL FILL SHALL ONLY BE PLACED UPON UNDISTURBED MATERIAL CONFORMING TO ANY OTHER TIME THAT PLASTIC SHRINKAGE CRACKS COULD DEVELOP BY USING WET BURLAP, E. THE REQUIRED MINIMUM BEARING CAPACITY. PLASTIC MEMBRANE OR FOGGING.PROTECT CONCRETE SLAB AT ALL TIMES FROM RAIN,HAIL INTERLOCKING STEEL BOOR DOR E NESTED SIDE LAPS. MINIMUM BEARING AT SUPPORTS SHALL AND OR OTHER INJURIOUS EFFECTS 3. ELEVATIONS AND DEPTHS GIVEN ON THE PLAN ARE TO COMPUTED TOP F FOOTINGS F. SIDE LAP SCREWS OR WELDS SHALL BE INSTALLED AT ALL SIDE LAPS MERE THE DECK DRAWN BY: BOTTOM OF FOOTING ELEVATIONS ARE MINIMUM DEPTHS AND ARE NOT TO BE CONSTRUED AS 15. HOT WEATHER CONCRETE INSTALLATION AS DEFINED BY ACI 305 SHALL BE PERFORMED IN SPAN EXCEEDS W-0'OR AS INDICATED IN THE CONTRACT DOCUMENTS KEP LIMITING IN ANY WAY THE AMOUNT OF EXCAVATION REQUIRED TO REACH GOOD BEARING. NO ACCORDANCE WITH ACI 305. FOOTING ELEVATIONS SHALL BE ADJUSTED WITHOUT THE WRITTEN AUTHORIZATION OF THE G. STEEL FLOOR DECK IS USED AS AN UNSHORED FORM FOR CONCRETE CONCRETE THICKNESS A&M PROJECT#: ENGINEER. 16. COLD WEATHER CONCRETE INSTALLATION AS DEFINED BY ACI 306 SHALL BE PERFORMED IN - INDICATED IN THE CONTRACT DOCUMENTS SHALL BE CONSIDERED MINIMUMS. THE 1203-21 ACCORDANCE WITH ACI 306. CONTRACTOR SHALL ALLOW FOR THE FLOOR DEFLECTIONS DURING PLACEMENT OF SLAB TO OBTAIN TOTAL VOLUME AND THICKNESS F CONCRETE REQUIRED. DRAWING NO.: 4. IF ENCOUNTERED,LEDGE OR ROC(STALL BE OVER EXCAVATED A MINIMUM DEPTH F 12 17 WHEN CONCRETE PLACEMENT IS TO OCCUR DURING HOT OR COLD WEATHER CONDITIONS AS IF BELOW THE PROPOSED BOTTOM OF FOOTINGS COMPACTED STRUCTURAL PR SHALL DEFINED BY ACI 305 OR 306,THE CONTRACTOR SHALL SUBMIT PROPOSED CURING METHODS H. CALCULATED FORM DEFLECTION SHALL BE BASED ON THE LOAD F WET CONCRETE AND BE PROVIDED O NG ELEVKFILLATIONS ABOVE LEDGE OR ROCK AS NECESSARY TO MEET THE PROPOSED TO THE STRUCTURAL ENGINEER FOR REVIEW AT LEAST 10 DAYS IN ADVANCE F THE WEIGHT OF THE FLOOR DECK LOADED UNIFORMLY ON ALL SPANS THE MAXIMUM PERMISSIBLE BOTTOM F FOOTING ELEVATIONS PROPOSED CONCRETE PLACEMENT DATE IT IS THE RESPONSIBILITY F THE CONTRACTOR TO FORM DEFLECTION SHALL BE LIMITED TO SPAN/180 OR X',WHICHEVER IS LESS SO . 2 S EX FOOR CO STALL BE PLACED IN WATER OR ON FROZEN GROUND. IN GENERBELOW FI ALL ENSURE OF CURINGATTHERING CONTRAC OR IS RESPONSIBLE FOR ARE WORKING C PO ER CURING F THEY DURING THE CIFIED CONCRETTE.TQU I. ALL UNFRAMED OPENINGS ARE TO BE BLOCKED OUT WITH FORMWORK. DECK OPENING SHALLEXTERIOR CONSTRUCTION SHALL BE CARRIED DOWM A MINIMUM F 4-0'BELOW FlNISIED BE CUT AFTER CONCRETE IS CURED.SEE DETAIL B/S4.2. EXTERIOR GRADE 1& UNLESS SPEgFlED,CONCRETE MUST REACH THE FOLLOWING PERCENTAGES F ITS 28-DAY COMPRESSIVE STRENGTH(fc),BEFORE FORMS MAY BE REMOVED, WALLS,COLUMNS AND BEAM SIDES 40% .41109 ago GENERAL STRUCTURAL NOTES&SPECIFICATIONS o� WOOD TRUSSES WOOD TRUSSES(CONM SHOP DRAW NGS STRUCTURAL TESTING AND INSPECTION(COMP) z 0077 L 1. DWWGMENTSAND AAS SP CIFFIIE SUPPLY WOOD TRUSSES AS SHOWN ON THE CONSTRUCTION 19. 7�SS PRMLESANDDUBEARII IPNOINTTSE.TIT SHALL SBE CHEDULE ARE THE RESPONSIBILITY OF INDICATE THE TRUSS THE GENERAL 1. SHOP DRAWINGS SHALL THE ENGINEER'S SIGNED BE SUBMITTED TO THE REVIEW STAMP DENOTING NO EXq:PTIONS�TAKEP BEFORE AND RETURNED WTH 10 7N EDI710NTESTING OF MASSACHUSETTS STATE BUILDING CODE,780TESTED CMR IN ACCORDANCE WITH 1703,11.11 AND SECTION 6THE LLJ m MANUFACTURER TO SUBSTITUTE OR ADD TRUSS PROFILES AS REWIRED TO ADEQUATELY FABRICATION CAN PROCEED, AT A MINIMUM,THE FOLLOWING SHOP DRAWINGS SHALL BE OF THE AWS D1.1. AT LEAST 25%OF ALL WELDS MUST BE VERIFIED BY NONDESTRUCTIVE (n = 2 TRUSSES SHALL BE DESIGNED IN ACCORDANCE PATH THE NATIONAL DESIGN STANDARD FOR FRAME THE FLOOR AND ROOF TO THE LIMITS SHOWN ON THE DRAWINGS. THE TRUSS PREPARED AND SUBMITTED BY THE CONTRACTOR FOR REVIEW: TESTING,THIS REQUIREMENT IS INCREASED TO IOOE ULTRASONIC TESTING(UT)FOR ALL Q (n �.••�y ,<`/?� METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION(ANSI/TPI 1)AND WHERE ANY MANUFACTURER SHALL DESIGN AND LAYOUT TRUSS DIAGONAL MEMBERS IN THE MOST 0. CONCRETE MIX DESIGN WELDS WITHIN MOMENT RESISTING FRAMES DENOTED ON THE PLAN. = CD 6� APPLICABLE DESIGN FEATURE IS NOT SPECIFICALLY COVERED HEREIN,DESIGN SHALL BE IN STRUCTURALLY EFFICIENT CONFIGURATION TO SUITE THE ROOF PROFILE.FLOOR LAYOUT AND B. FOUNDATION REINFORCEMENT ACCORDANCE NTH THE APPLICABLE PROVISIONS OF THE LATEST EDITION OF THE AMERICAN TRUSS TYPE. THE DIAGONALS SHOWN WITHIN THE TRUSS SCHEDULE SHALL BE CONSIDERED C. PREFABRICATED WOOD TRUSSES 11. MASONRY TESTING-THE AGENCY STALL OBSERVE PLACEMENT OF STRUCTURAL MASONRY Z Z FOREST&PAPER ASSOCIATION'S(AFBPA'S)NATIONAL DESIGN SPECIFICATION(NDS)FOR APPROXIMATE UNLESS SPECIFICALLY NOTED OTHERWISE IN OTHER OF THE ARCHITECTURAL OR D. ENGINEERED WOOD PRODUCTS Z O STRUCTURAL DRAWINGS. UNITS TO CONFIRM THE FOLLOWING IS IN ACCORDANCE WHIN SPECIFICATIONS: W000 CONSTRUCTION AND ALL APPLICABLE BUILDING CODE REQUIREMENTS E. WOOD CONNECTION HARDWARE(HOLDOWNS STRAPS,CLIPS.ETC.) A MASONRY STRENGTH Q Q 1- F. ELEVATOR LOADS AND CONNECTION REQUIREMENTS �U B. STEEL REINFORCEMENT SIZE,QUANTITY, D SPECIAL AND CONDITION = 3. MANUFACTURER SHALL FURNISH TRUSS DESIGN DRAWINGS BEARING THE SEAL OF A 20. TRUSS SERVICEABILITY LIMITS SHALL BE AS FOLLOWS: C. PREFABRICATED STAIRS AND HANDRAILS C. LOCATION OF REQUIRED BOND BEAMS AND SPECIAL SHAPES J � " LIRA NWI CSPROFESSIOUSIHALL BEAL CTURAL SUB SUBMITTED FOR REVIEW LICENSED IBOTH THE THGUEMSTRUCETURAI ENGINEER AND ROOF SPAN/240 SPAN/18p H. 57TU¢UG TURAL STEEL D. GROUTING STRENGTH AND PROCEDURE Q W ARCHITECT PRIOR TO FABRICATION.TRUSS DESIGN DRAWINGS SHALL INCLUDE,BUT NOT BE L STEEL JOISTS E. HOT AND COLD WEATHER PROTECTION IV cn P4 U F. ANCHORAGE OF MASONRY TO OTHER CONSTRUCTION MATERIALS (n LIMITED TO,THE FOLLOWING - � O_Z A BUILDING CODE USED FOR DESIGN WOOD CONSTRUCTION NOTES 2 SHOP DRAWINGS SHALL BE ORIGINAL DRAWINGS CONTAINING NO REPRODUCTIONS OF ANY 12. CONTRACTOR SHALL PROVIDE THE STRUCTURAL ENGINEER VATH MINIMUM 7W0(2)WORKING B. SPAN,DEPTH,SLOPE AND SPACING OF TRUSSES ALLEN&MAJOR ASSOCIATES,INC.'S PREPARED DOCUMENTS. SHOP DRAYANGS WILL NOT BE DAYS NOTICE PRIOR TO PLACING CONCRETE TO ENABLE THE STRUCTURAL ENGINEER TO O � U d r §§ C. REWIRED BEARING WIDTH 1. MULTIPLE MEMBER,MULTIPLE PLY OR BUILT-UP BEAMS THAT ARE USED IN PLACE OF SOLID ACCEPTED BY THE ARCHITECT/ENGINEER WITHOUT GENERAL CONTRACTOR'S RENEW STAMP D DE EXAMINE THE IN-PLACE CONCRETE REINFORCEMENT AND FORMWORK. Ii . SIGN LOADS AS SPECIFIED ON THESE DRAWINGS. MEMBERS SHALL HAVE PLIES CONNECTED IN ACCORDANCE WITH MANUFACTURER AND SIGNATURE O O F" A'd E PLATE SIff,HYPE,GALE,AND LOCATION OF EACH PLATE RECOMMENDATIONS 13. CONTRACTOR SHALL PROVIDE THE STRUCTURAL ENGINEER WITH MINIMUM TWO(2)WORKING Z L'- ¢ F. LUMBER SIZE,SPECIES,AND GRADE 3. REVIEW OF THE SHOP DRAWINGS BY THE ARCHITECT/ENGINEER DOES NOT RELIEVE THE DAYS NOTICE PRIOR TO COVERING ANY STRUCTURAL COMPONENTS,SYSTEMS OR FASTENINGS (n U C. LOCATION OF ANY REQUIRED CONTINUOUS BRACING 2 ALL WOOD MEMBERS SHALL BE PRE-DRILLED PRIOR TO INSTALLATION OF BOLTS OR LAGS CONTRACTORS FROM CONFORMING TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS W STRUCTURAL COMPONENTS INCLUDE,BUT ARE NOT LIMITED TO: WO TRUSSES,WOOD WO - Z LU.J W O d T H. CALCULATED MAX.DEFLECTION UNDER LIVE AND TOTAL LOADS FRAMING,STRUCTURAL STEEL FRAMING WALL.FLOOR AND ROOF SHEATHING AND FASTENINGS, (n 1. MAXIMUM AXIAL COMPRESSIVE FORCES IN TRUSS MEMBERS 3. PROVIDE STANDARD FLUSH BEAM AND JOIST HANGERS BY SIMPSON STRONG-TIE OR AN 4. PROPOSED CHANGES,SUBSTITUTIONS OR DELETIONS MADE BY THE CONTRACTORS SHALL BE AND CONCRETE REINFORCEMENT. J. TRUSS-TO-TRUSS CONNECTION AND TRUSS FIELD ASSEMBLY REQUIREMENTS APPROVED SUBSTITUTE ON ALL BEAM AND JOIST ENDS THAT DO NOT BEAR ON WALLS OR SUBMITTED TO THE ARCHITECTANGINEER IN WRITING FOR RENEW AND COMMENT PRIOR TO J K. MAXIMUM REACTION FORCE AND DIRECTION,INCLUDING MAXIMUM UPLIFT REACTION BEAMS THEIR INCORPORATION INTO THE PROJECT. CHANGES,SUBSTITUTIONS OR DELETIONS WHICH' 14. CONTRACTOR SHALL COORDINATE TEST SCHEDULING WITH OWNER AND ENGINEER PRIOR TO d Of W FORCES WHERE APPLICABLE m L FABRICATION TOLERANCE PER THE STANDARD. 4. ALL WOOD FRAMING SHALL BE FASTENED IN ACCORDANCE WITH THE FASTENING SCHEDULE IN HAVE NOT BEEN REVIEWED BY THIS PROCEDURE WILL BE CONSIDERED UNACCEPTABLE. COMMENCEMENT OF ANY CONSTRUCTION. L LJ - M. REWIRED PERMANENT INDIVIDUAL TRUSS MEMBER RESTRAINT LOCATION AND THE TABLE 2304.5 OF THE MSBC OR AS INDICATED IN THESE DRAWINGS,THE MORE STRINGENT LLJ 5. RECORD SETS OF SUBMITTALS,INCLUDING SHOP DRAWINGS,SAMPLES,DATA,AND 15. THE AGENCY MUST PROVIDE A COPY OF RESULTS FROM ANY AND ALL TESTING AND L-)METHOD OF RESIRAINT/BRACING TO BE USED PER THE STANDARD. SHALL APPLY. SHEAR WALL AND DIAPHRAGM ASSEMBLIES SHALL BE FASTENED IN ACCORDANCE WITH THE SHEAR WALL AND DIAPHRAGM FASTENING SCHEDULES ON THESE CERTIFICATES SHALL BE MAINTAINED IN THE FIELD OFFICE BY THE GENERAL CONTRACTOR. INSPECTION OF THE STRUCTURAL SYSTEM DIRECTLY TO THE STRUCTURAL ENGINEER OF (n ofZ RECORD FOR REVIEW. O O 4. LUMBER USED SHALL BE IDENTIFIED BY GRADE MARK OF S LUMBER INSPECTION BUREAU E DRAWINGS 6. ERECTIONS SHALL ONLY BE MADE FROM SHOP DRAWINGS THAT HAVE BEEN SIGNED BY �L_ = AGENCY APPROVED BY THE AMERICAN LUMBER STANDARDS COMMITTEE,AND SHALL BE THE ELJ SIZE,SPECIES,AND GRADE AS SHOWN ON THE TRUSS DESIGN DRAWINGS,OR EQUIVALENT AS 5. ALL I-JST BEARING ENDS SHALL HAVE SCUD BLOCKING ROOF TRUSS COMPONENTS SHALL GENERAL.CONTRACTOR AND STAMPED WITH ENGINEER'S RENEW STAMP DENOTING'NO U (n APPROVED BY THE TRUSS DESIGN ENGINEER. HAVE BRIDGING OR BRACING LINES AS SHOWN ON TRUSS MANUFACTURER DRAWINGS.. EXCEPTIONS TAKEN'. STRUCTURAL DIAPMAGM Z J" f Q Z 5, MOISTURE CONTENT OF LUMBER SHALL BE NO LESS THAN 7R AND NO GREATER THAN 19% 6. PROVIDE COLLAR TIES W CONVENTIONAL RAFTER FRAMING OF AT LEAST 1X6 BOARDS INJECTION ADHESIVE FASTENERS 1. SLOPED ROOF DIAPHRAGM SHEATHING-. L U Q AT TIME Of FABRICATION. LOCATED AT A DISTANCE OF K OF THE RIDGE HEIGHT DOWN FROM THE RIDGE BEAM AND A Li MAXIMUM SPACING OF 48'O.C. 1. ALL INJECTION ADHESIVE FASTENERS SHALL O AS MANUFACTURED BY HILTI,INC.,S AND ROOF SHEATHING SHALL BE 19/32-THICK APA RATED WOOD STRUCTURAL PANEL WITH A Q U W 6. ADJUSTMENT OF VALUE FOR DURATION OF LOAD OR CONDITIONS OF USE SHALL BE IN OKLAHOMA(1-800-879-8000)OR AN APPROVED SUBSTITUTE. ALL SPECIFICATIONS AND L'i SPAN RATING O 32/16,EXPOSURE 1.S SHEATHING SHALL BE ORIENTED WITH LONG SPAN O ACCORDANCE WITH NDS 7. ALL BUILT-UP BEAMS,ENGINEERED WOOD BEAMS,AND GIRDER TRUSSES MUST BE RECOMMENDATIONS ARE AS OUTLINED IN THE'HILTI PRODUCT TECHNICAL GUIDE'LATEST (n THE SHEET PERPENDICULAR HI THE SUPPORTING MEMBERS AND VERTICAL SEAMS STAGGERED - (n SUPPORTED BY POSTS WITIHIN THE WALL FRAMING THAT ARE DIRECTLY ALIGNED WITH THE EDITION. BY 4'-0'O.C. ROOF SHEATHING SHALL BE FASTENED WITH 84 COMMON NAILS AT A ' 7. METAL CONNECTOR PLATES: BEAM OR GIRDER TRUSS ABOVE ALL BUILT-UP BEAMS OF 2X CONVENTIONAL FRAMING Z m A. METAL CONNECTOR PLATES SHALL BE MANUFACTURED BY A TRUSS PLATE INSTITUTE MEMBERS SHALL BE SUPPORTED BY AT LEAST THE SAME NUMBER OF BUILT-UP STUDS ALL 2. WHEREVER POSSIBLE ALL FASTENERS SHALL BE HILTI HIT HY150 INJECTION ADHESIVE MAXIMUM. O.C.AROUND ALL DIRECT EDGES AND 1Y'O.C.ON ALL INTERMEDIATE Q � � (TPQ MEMBER PLATE MANUFACTURER AND SHALL NOT BE LESS THAN 0.036 IN.THICK ENGINEERED WOOD BEAMS AND GIRDER TRUSSES MUST BE SUPPORTED BY A MINIMUM OF A FASTENERS AND ANCHORED INTO SOLID GROUTED MASONRY UNITS OR SOLID CONCRETE DaRLpiE�Rs• SHEATHING MUST BE CONTINUOUS BENEATH ALL OVERFRAMED ROOF AREAS OR -(n /n (20 GAUGE)AND SHALL MEET OR EXCEED ASTM A653/A653M GRADE 33,AND 3-PLY BUILT-UP STUD OR THE NUMBER OF STUDS REWIRED TO MEET OR EXCEED THE HILTI HIT HY20 FASTENERS SHALL BE USED WHERE ANCHORAGE INTO HOLLOW MASONRY �7J GALVANIZED COATING SHALL MEET OR EXCEED ASTM A924/924M.COATING DESIGNATION WIDTH OF THE FRAMING MEMBER ABOVE,WHICHEVER IS LARGER. WHERE SOLID OR UNITS IS REQUIRED. ALL HILTI ANCHORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 2 FLOOR DIAPHRAGM SHEATHING (n O W Z GV ccii G60.WORKING STRESSES IN STEEL ARE TO BE APPLIED TO EFFECTIVENESS RATIOS FOR ENGINEERED POSTS ARE SHOWN ON THE DRAWINGS,THOSE SHALL BE CONSIDERED TO ALL MANUFACTURER'S RECOMMENDATIONS AND PROCEDURES - PLATES AS DETERMINED BY TEST AND IN ACCORDANCE WITH THE STANDARD. SATISFY THE MINIMUM POST REWIIi£MENTS FLOOR SHEATHING SHALL BE 23/32'THICK WOOD STRUCTURAL PANEL PANELS SHALL BE F- 0- m 0 O B. TPI MEMBER PLATE MANUFACTURER SHALL FURNISH A CERTIFIED RECORD THAT 3. WHERE HILTI HYISO INJECTION ADHESIVE FASTENERS ARE SPECIFIED TO BE ANCHORED INTO r ' MATERIALS COMPLY WITH STEEL SPECIFICATIONS & CONSTRUCTION BRACING SHALL BE PROVIDED BY THE CONTRACTOR TO MAINTAIN THE SOLID CONCRETE WALLS SLABS.BEAMS AND/OR ANY OTHER STRUCTURAL CONCRETE, TONGUE AND GROOVE TYPE,HAVING A SPAN RATING OF 48/24. SHEATHING SHALL BE J V BUILDING PLUMB AND TRUE THE BRACING SMALL REMAIN IN PLACE UNTIL ALL THE LOAD EXISTING OR PROPOSED,THE CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF ORIENTED WITH LONG BAN OF THE SHEET PERPENDICULAR TO THE SUPPORTING MEMBERS LJJ 8. TRUSSES SHALL BE MANUFACTURED TO MEET THE QUALITY REQUIREMENTS OF THE BEARING AND SHEAR WALLS ARE COMPLETELY SHEATHED,CONNECTED AND ANCHORED. 4,000 PSI. AND VERTICAL SEAMS STAGGERED BY 4'-0'O.C. FLOOR SHEATHING SHALL BE SET IN A F- Q WITH ANSI/TPI-1 STANDARD AND IN ACCORDANCE THE INFORMATION PROVIDED IN THE FINAL CONSTRUCTION ADHESIVE ON SUPPORTING MEMBERS AND FASTENED WITH Bd DEFORMED m C U1) APPROVED TRUSS DESIGN DRAWINGS. 9. CUTTING AND NOTCHING SHALL BE AVOIDED WHEREVER POSSIBLE. WHEN ABSOLUTELY 4. THREADED ROD MATERIAL USED AS PART OF THE HILT]INJECTION ADHESIVE ANCHOR SYSTEM SHANK NAILS AT A MAXIMUM 6'O.C.AROUND ALL DIRECT EDGES AND ALL INTERMEDIATE Q _ NECESSARY,CUTTING AND NOTCHING OF STRUCTURAL FRAMING AND LOAD BEARING SHALL BE AS PROVIDED BY HILTI. THREADED ROADS SHALL BE DESIGNATED HILTI MIT-A' SUPPORTS. W O 9. TRUSSES SHALL BE FABRICATED IN A PROPERLY EQUIPPED MANUFACTURING FACILITY BY ASSEMBLIES SHALL BE LIMITED BY THE PROVISIONS OF SECTION 23M.9.10 OF THE MSBC. OR HILTI'HAS'MEETING THE REQUIREMENTS OF THE ASTM A36 STEEL SPECIFICATION UNLESS ( U r EXPERIENCED PERSONNEL USING PRECISION CUTTING JIGGING AND PRESSING EQUIPMENT AS NOTED OTHERWISE HEREIN. 3. ALL DIAPHRAGM SHEATHING SHALL BE APPLIED DIRECTLY TO THE FACE OF FRAMING v SPECIFIED BY THE REQUIREMENTS OF ANSI/TPI-1,SECTION 4. ALL TRUSS MEMBERS SHALL 10. ROOF AND FLOOR FRAMING LAYOUTS ARE PROVIDED TO ILLUSTRATE CONDITIONS OF MEMBERS IN ACCORDANCE WITH THE DIAPHRAGM REQUIREMENTS. FURRING STRAPPING,AND r BE CUT TO ACCURATE LENGTHS AND ANGLES TO ASSURE PROPER FITTING JOINTS WITHIN CONSTRUCTION AND DO NOT NECESSARILY INDICATE SPECIFIC QUANTITIES OF MATERIALS OR 5. ALL BORE HOLES INTO THE ANCHORAGE BASE SHALL BE DRILLED WITH A CARBIDE BIT, ADDITIONAL LAYERS OF SHEATHING MAY NOT BE PLACED BETWEEN THE LISTED DIAPHRAGM L- W W TOLERANCES SET FORTH IN ANSI COMPONENTS REQUIRED FOR CONSTRUCTION. SHEATHING AND THE FACE OF THE FRAMING MEMBER. Q C6 1 ANSI/TPI-I,SECTION 4. CLEANED WITH PRESSURIZED AIR AND A PARE BRUSH. THE DIAMETER OF THE DRILL BIT W 11. BLOCKING FOR INTERIOR FINISHES SHALL BE PROVIDED IN ADDITION TO MINIMUM STRUCTURAL SHALL BE AS SPECIFIED IN THE'HILTI PRODUCT TECHNICAL WIDE'LATEST EDITION. O C L0 co10. TRUSSES SHALL BE HANDLED DURING MANUFACTURING,DELIVERY AND BY THE CONTRACTOR CONFIGURATION SHOWN ON THESE DRAWINGS REFER TO ARCHITECTURAL DRAWINGS FOR STRUCTURAL MASONRY Lo IAT THE JOB STE SO AS NOT TO BE SUBJECTED TO EXCESSIVE BENDING. SPECIFIC CONFIGURATIONS THAT WALL REWIRE ADDITIONAL BLOCKING STRUCTURAL TESTING AND INSPECTION W 11. TRUSSES SHALL BE UNLOADED IN A MANNER SO AS TO MINIMIZE LATERAL STRAIN.TRUSSES 1. CONCRETE MASONRY UNITS(CMU)FOR MASONRY WALL CONSTRUCTION SHALL BE APPROVED Y Z SHALL BE PROTECTED FROM DAMAGE THAT MIGHT RESULT FROM ON-SITE ACTIVITIES AND STEEL PROTECTIVE COATINGS 1. ALL STRUCTURAL TESTS AND INSPECTIONS SHALL BE PERFORMED BY APPROVED LOAD-BEARING UNITS CONFORMING TO ASTM C90,TYPE N-1,WITH A MINIMUM COMPRESSIVE W [_+' ENVIRONMENTAL CONDITIONS.TRUSSES SHALL BE HANDLED IN SUCH A WAY SO AS TO INDEPENDENT TESTING AND INSPECTION AGENCIES(AGENCY)UNDER THE SUPERVISION OF STRENGTH EQUAL TO 2.000 PSI,BASED ON NET CROSS SECTIONAL AREA Q PREVENT TOPPLING WHEN BANDING IS REMOVED. PROFESSIONAL ENGINEERS LICENSED IN THE COMMONWEALTH OF MASSACHUSETTS,IN L co1. UNLESS OTHERWISE NOTED ON THE DRAWINGS STRUCTURAL STEEL SHALL BE PRIMED IN THE ACCORDANCE PATH CHAPTER 17 OF THE MASSACHUSETTS STATE BUILDING CODE,7th EDITION. 2 GROUT FOR CMU SHALL COMPLY NTH ASTM C476 AND SHALL HAVE A COMPRESSIVE 12 CONTRACTOR SHALL BE RESPONSIBLE FOR THE HANDLING,INSTALLATION,AND TEMPORARY SHOP AND TOUCHED-UP IN THE FIELD FOLLOWING ERECTION IN ACCORDANCE WITH THE TH OWNER CHA I OBTAIN AND PAY FOR TESTS AND INSPECTIONS AS CALLED FOR HERE STRENGTH AT 28 DAYS NOT LESS THAN 2,000 PSI. MORTAR SHALL CONFORM TO ASTM RESTRAINT/BRACING OF THE TRUSSES IN A GOOD WORKMANLIKE MANNER AND IN FOLLOWING: UNDER. C270,TYPE M OR S. THE NET COMPRESSIVE STRENGTH OF MASONRY(fm)SHALL MEET OR ACCORDANCE WITH THE RECOMMENDATIONS SET FORTH IN THE LATEST EDITION OF BCS AND SURFACE PREPARATION(PRIMER)-SSPC-SP3(POWER TOOL CLEANING) 2. THE OWNER SHALL ENSURE THAT THE AGENCY HAS BEEN PROVIDED WITH CURRENT EXCEED 1,500 PSI. INSTALLINGHANDLING,INSTANG AND BRACING WOOD TRUSSES(HIB-91),TPI,AND ANSI TPI-1 1995. STRUCTURAL CONSTRUCTON DOCUMENTS,APPLICABLE SHOP DRAWINGS AND THE PROJECT PRIMER-ZINC-RICH,RUST INHIBITIVE,SHOP PRIMER;SUBMIT DATA FOR REVIEW. GEOTECHNICAL REPORT. 3. REINFORCING STEEL STALL NEW BILLET STEEL IN ACCORDANCE WITH A615,GRADE 13. APPARENT DAMAGE TO TRUSSES.SHALL BE REPORTED TO TRUSS MANUFACTURER PRIOR TO 60. TOLERANCE FOR REINFORCEMENT SHALL BE 3)¢'OF THE DETAILED POSITION WITHIN A ERECTION. APPLY 1 COAT,MINIMUM 3.0 MILS OFT LOCAL CMU CELL OR SECTION AND t2'IN LAYOUT LOCATION ALONG THE LENGTH OF A 3. SOIL TESTING-A GEOTECHNICAL EVALUATION SHALL BE PREPARED FOR THIS PROJECT, 14. TRUSSES SHALL BE SET AND SECURED LEVEL AND PLUMB,AND IN CORRECT LOCATION.EACH 2. ALL PRIMER/PAINT PRODUCTS AND COLORS SHALL BE SELECTED IN ACCORDANCE WITH THE RETER TO FOUNDATION NOTE/1.A GEOTECHNICAL ENGINEER LICENSED IN THE WA- TITLE: TRUSS SHALL BE HELD IN CORRECT ALIGNMENT UNTIL SPECIFIED PERMANENT RESTRAINT AND ARCHITECTURAL PAINT SPECIFICATION AND SUBJECT TO THE OWNER'S APPROVAL COMMONWEALTH OF MASSACHUSETTS SHALL BE RETAINED TO PREPARE AND EXECUTE A 4. GROUTING OF MASONRY WALLS SHALL BE LOW LIFT GROUTING CONFORMING TO Ad 530. BRACING IS INSTALLED. TESTING AND INSPECTION PROGRAM RELATED TO THE SITE EXCAVATION AND BACKFIWNGACTIVITIES. THE GEOTECHNICAL LIMIT GROUT PLACEMENT HEIGHTS MAXIMUM WALL CONSTRUCTION HEIGHT PRIOR TO PREFABRICATED STAIRS AND HANDRA" SOIL SUBGRADES AND ONITOR THE GIPLACEMENT NEER LAND COMPACTION ONDUCT AN AOF STRUCTURAL LUATION OF UNDISTURBED GROUTING)TO 12-AS SPECIFIED IN ACI 530.1.TABLE 5. GROUT LIFTS SHALL BE LIMITED TO 15. GUTTING AND ALTERING OF TRUSSES IS NOT PERMITTED.IF ANY TRUSS SHOULD BECOME 4'MAXIMUM. PLACE FIRST 4'GROUT LIFT AND ALLOW THIRTY MINUTE TIME LAPSE BETWEEN STRUCTURAL NOTES BROKEN,DAMAGED,OR ALTERED,WRITTEN APPROVAL OF ALTERATON OR REPAIR CONTRIBUTING TO THE SUPPORT OF THE FOOTINGS AND SLAB-ON-GRADE. DOCUMENTATION BY THE TRUSS DESIGNER IS REQUIRED. 1. MANUFACTURER SHALL FURNISH STAIR AND HANDRAIL DESIGN DRAWINGS BEARING THE SEAL - EACH ADDITIONAL LIFT. THE TOP OF GROUT PLACEMENT LIFTS SHALL BE HELD DOWN & Of A PROFESSIONAL STRUCTURAL ENGINEER LICENSED IN THE COMMONWEALTH OF 4. COMPACTION TESTING-ALL BACKFlLL SHALL BE COMPACTED TO 95%OF THE MAXIMUM DRY ONE-HALF OF A COURSE 16. CONCENTRATED LOADS SHALL NOT BE PLACED ON TOP OF TRUSSES UNTIL ALL SPECIFIED MASSACHUSETTS. DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY BOTH THE STRUCTURAL DENSITY,AS DETERMINED BY ASTM D1557.METHOD C OR AS REWIRED BY THE SPECIFICATIONS RESTRAINT AND BRACING HAS BEEN INSTALLED AND DECKING IS PERMANENTLY NAILED IN ENGINEER AND ARCHITECT PRIOR TO FABRICATION.DESIGN DRAWINGS SHALL INCLUDE,BUT GEOTECHNICAL REPORT. 5. PROTECT MASONRY WORK FROM EXTREME(HOT OR COLD)WEATHER IN ACCORDANCE WITH PLACE SPECIFICALLY AVOID STACKING FULL BUNDLES OF PLYWOOD OR OTHER CONCENTRATED NOT BE LIMITED TO,THE FOLLOWING: NATIONAL CONCRETE MASONRY ASSOCIATION(NCMA)TEK MANUAL FOR CONCRETE MASONRY LOADS ON TOP OF TRUSSES A. BUILDING CODE USED FOR DESIGN 5. REINFORCEMENT INSPECTION-PRIOR TO PLACEMENT OF CONCRETE THE AGENCY SHALL DESIGN AND CONSTRUCTION,NCMA TEX 3-1B. B. WOW COMPONENTS SHALL HAVE THE SPECIES AND GRADE DEFINED FOR ALL MATERIAL VERIFY THE GENERAL ARRANGEMENT OF THE CONCRETE FORMS AND REINFORCING AS 17. TRUSS SUBMITTALS AND ANY SUPPLEMENTARY INFORMATION PROVIDED BY THE TRUSS USED FOLLOWS: 6. UNLESS OTHERWISE NOTED IN THE CONTRACT DRAWINGS,VERTICAL REINFORCEMENT OF SIZE MANUFACTURER SHALL BE PROVIDED BY THE CONTRACTOR TO THE INDIVIDUAL OR C. SPAN,DEPTH,SLOPE AND SPACING STRINGERS A OBSERVE FORM SIZE,POUR THICKNESS. INDICATED ON THE DRAWINGS SHALL BE PLACED IN ALL CORNERS AND WITHIN 8'OF THE F77 ORGANIZATION RESPONSIBLE FOR THE INSTALLATION OF THE TRUSSES D. TREAD AND RISER SIZE,THICKNESS,AND CONFIGURATION B. OBSERVE REINFORCEMENT SIZE,QUANTITY,CONDITION AND PLACEMENT. ENDS OF MASONRY MODULES(END OF WALL EACH SIDE OF CONTROL JOINTS)OR OTHER E. REWIRED BEARING OR CONNECTION REQUIREMENTS AT SUPPORTS MASONRY OPENINGS WITHIN THE MODULES 18 TRUSSES SHALL BE PERMANENTLY RESTRAINED AND BRACED IN A MANNER CONSISTENT WITH F. CALCULATED MAXIMUM DEFLECTIONS FOR BOTH LIVE AND TOTAL LOAD CONDITIONS 6. CONCRETE SAMPLING-CYLINDER TESTS AND SLUMP TESTS SHALL BE MADE BY THE AGENCY GOOD BUILDING PRACTICES AS OUTLINED IN BC9 AND IN ACCORDANCE WITH THE G. STRUCTURAL MEMBER SIZES AND ORIENTATION FOR EACH 30 YARDS(OR PORTION THEREOfT OF CONCRETE PLACED. CONCRETE SHALL BE 7, HORIZONTAL REINFORCEMENT SHALL BE DISCONTINUED AT ALL MASONRY CONTROL JOINTS REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS.TRUSSES SHALL FURTHERMORE BE H. ALL DIMENSIONS AND ELEVATIONS SAMPLED AT THE POINT OF PLACEMENT. THE FOLLOWING TESTS SHALL BE MADE: ANCHORED OR RESTRAINED TO PREVENT OUT-OF-PLANE MOVEMENT SO AS TO KEEP ALL I. LOADS IMPOSED ON THE STRUCTURAL FRAME BY THE STAIRS A. VERIFY PLANT BATCH TICKET IS IN CONFORMANCE WITH APPROVED MIX DESIGN. & ALL CELLS OF MASONRY BLOCKS CONTAINING REINFORCING BARS OR ANCHOR BOLTS SHALL TRUSS MEMBERS FROM SIMULTANEOUSLY.BUCKLING TOGETHER IN THE SAME DIRECTION. ALL B. CYLNDER TESTS SHALL BE IN ACCORDANCE WITH ASTM C39. A MINIMUM OF 4 BE COMPLETELY FILLED WITH GROUT. TRUSSES MUST BE SECURELY BRACED BOTH DURING ERECTION AND AFTER PERMANENT 2 THE FOLLOWING DESIGN CRITERIA SHALL BE CONSIDERED: - CYLINDERS SHALL BE CAST. BREAKS SHOULD BE MADE 7 DAYS(1).28 DAYS(2).THE INSTALLATION IN A BUILDING N ACCORDANCE WITH BRACING WOOD TRUSSES COMMENTARY A DESIGN LIVE LOAD SHALL BE 100 PSF FOR ALL STRUCTURAL ELEMENTS WITHIN THE FOURTH CYLINDER SHALL BE HELD FOR 56 DAYS IF INSUFFICIENT RESULTS ARE 9. HORIZONTAL REINFORCEMENT SHALL BE,LADDER TYPE,STANDARD WEIGHT(SERIES 300,BY AND RECOMMENDATIONS(BWF-76)AS PUBLISHED BY THE TRUSS PLATE INSTITUTE STAIR COMPONENT. OBTAINED FROM THE 28 DAY BREAKS OTHERWISE AN ADDITIONAL 28 DAY BREAK SHALL WIREBOND,OR AN APPROVED SUBSTITUTE),HAVING 9 G0.SIDE RODS AND 9 GA CROSS ERECTION BRACING SHALL HOLD TRUSSES STRAIGHT AND PLUMB AND IN SAFE CONDITION B. STAIR TREADS SHALL BE DESIGNED TO SUPPORT A 3001 CONCENTRATED LOAD OVER 4 BE MADE. RODS,IN ALTERNATING COURSES(16-O.C.'VTRTICAL)OF ALL MASONRY WALLS UNTIL DECKING AND PERMANENT TRUSS BRACING HAS BEEN FASTENED FORMING A SO.IN.AT THE CENTER OF THE TREAD. C. SLUMP TESTS SHALL BE IN ACCORDANCE WITH ASTM C143. CONCRETE SLUMP SHALL BE STRUCTURALLY SOUND FRAMING SYSTEM. ALL ERECTION AND PERMANENT BRACING SHALL BE C. GUARDRAILS AND HANDRAILS SHALL BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS AS FOLLOWS: INSTALLED AND ALL TRUSSES PERMANENTLY FASTENED BEFORE APPLICATION OF ANY LOADS OF 1607.7 OF THE MSBC. FOOTINGS,WALLS 3f TO 5]' PERMANENT STRUCTURAL CROSS-BRACING TO ENSURE OVERALL RIGIDITY OF THE ROOF D. STAIR CONNECTIONS TO THE PRIMARY STRUCTURE MADE BY HANGERS SHOULD BE - SLABS 2W TO 4I' DRAWN BY:SYSTEM SHALL BE IN ACCORDANCE WITH BOTH THE TRUSS DESIGN DRAWINGS AND DESIGNED FOR AN IMPACT LOAD OF 1.33 X LIVE LOAD REACTION AT THE CONNECTION. KEP CONSTRUCTION DOCUMENTS FOR THE BUILDING STRUCTURE. MATERIALS USED IN BRACING E. STAIRS SHALL BE DESIGNED FOR SERVICEABILITY LIMITS OF SPAN/480 FOR LIVE LOADS 7. RONCRETE PLACEgn-THE AGENCY SHALL OBSERVE PLACEMENT OPERATIONS VERIFY ARE OTHERWISE NOTED IN THESE SPECIFICATIONS TEMPORARY BRACING SHALT BE AND SPAN/240 FOR TOTAL LOADS PROPER CONSOLIDATION PROCEDURES AND EQUIPMENT. VERIFY CONFORMANCE TO A&M PROJECT#: y INSTA I Fp Ac N GFSceaY TO RIGIDLY BRACE THE ROOF STRUCTURE HORIZONTALLY UNTIL SPECIFICATIONS INCLUDING COD AND HOT WEATHER PLACEMENT PROCEDURES 1203-21 PI MOOD ROOF SHEATHING AND OTHER PERMANENT SUPPORTS ARE COMPLETELY INSTALLED, & CONCRETE CURING-THE AGENCY SHALL OBSERVE CURING PROCEDURES AND VERIFY DRAWING NO.: _ CONFORMANCE OF THE SAME WITH SPECIFICATIONS i 9, HN Lcrnnu ADHESIVE AN0985-THE INSTALLATION OF ALL INJECTION ADHESIVE ANCHORS AT SHEARWALL HOLDOWNS MUST BE WITNESSED BY THE INDEPENDENT TESTING AGENCY. DOCUMENTATION OF THE ANCHOR DIAMETER.HOLE DIAMETER.EMBEDMENT DEPTH,TYPE OF EPDXY USED,TYPE OF DRILL SIT USED AND CONFIRMATION OF PROPER HOLE CLEANING SHALL BE MADE AT EACH ANCHOR LOCATION. - 1 2 3 M _?2 n3'-D• RAL 10'-0• 20'-0• 28'-0' 9'-O 1Y 5• -7• -5• XI'-o• 28'-0' 20'-3' 4'-9' N,�®a Q 077 LLJ z � 1 W <b� ,_o•F.O.C. LJJ CO Q 53.1 L� (TYP.) .. Z C) CD F ¢ a O_z=e f.1'B T.O.W.=53'-0 f¢�J2, UNIT OF SLAB L hM1°O I v �{ i� 5 Q "c - IEO.(=4) `' (�) fib• R4bo�P .i I I aS�Aa ULLJ �fV Fes_ =� 10 53.2 I I 4'INTERIOR CONCRETE SLAB I C2 s p A l J z C ON GRADE(SEE NOTE 51.0-9) I qti y`D J T/FTG=48'-D• I I I I- I ti •� °�r I t- s -� ; T/FTC=46'-6•I I Sry b \♦ L-- 12'-1• -5-h 4 Z w V- Qa°p \ Sl1 � � O\ Cn 0 1'-D•F.O.0 ( I I �0 10• 6 4' 10 / - `V _N. F T.O.W.=53'-0• ♦ W s` _ (TIP.) L_ J Fj B.1 N o B.1 I I T J L T T/"IT F R=49'-0 }r j �� p? T A T (n E]' � -) - i i S s g'L'A ti 00 ° TOW=52•-0• �° J• PROVIDE 2 x4•-0•06. n `J o• b • 10 E NOTE° O• EA RE-ENTRANT CORNER III ,V / \\ /51.0-13 �° C4'INTERIOR CONCRETE SLAB S• 53.1 J t` b %` y� �- TYP 0. 1 ON GRADE(SEE NOTE 51.0-9) F J 5- °°k, pP I I R k�F- AAB CJ(TYP.) SLAB CJ(TYP.) `e�p I `0 Iy B.8 U Q 1� - "� F I I r , SEE DETAIL B/53.2 r , - -i SEE DETAIL B/53.2 I - /� Q ULLJ p (1, (n N - c0 ; -_-T _.I :� c5 a � _ N N vZ z NLu 1 L � I L � L �- T B L� L__LJ (TYP.) z 53.2 Q L m Q 0 nT.O.W.=5S °rs2` �a°9 O(s1`0• orS?` , �S2 Pao I °/ j U I (IYP.) l °J S?• J 'O� ° �° J2` °J i Q� P .O.W.= uj 53'-0• `°• O W �l f 53.2 >• �`v. (TYP. It:I I 0- [O co T.O.W.=53•_0. F-- v°�J. I I Lu O In Q C.9 c^ °�--.- 's s -10 3' a (TYP.) J C.9 U U L j n 4 \ b °q�` / \ \♦\ �;; UMIT OF SLAB `° _ _ _ ti eA _ 4v'• _ c5 f_ 5'V 4b UNIT OF SLAB 4? LL, J Q� L -_ f °ram- L 7 -� - -Z � 0 cn Lo C° Lu T Y P. - LO 0 u z J •^��sue. 53.2 �` Z A J TITLE: L - J L - J I FOUNDATION 10'-0• 18'-0• '-0 28'-0• 9•-0• 17•-7• 5-5• 30-0• 28'-0• 9'-6• 10'-10• 1 4'-B• PLAN 173'-D• 0.8 1 4 4.3 4.8 5 6 7 7.4 7.8 8 DATE ISSUED: 11-18-2008 FOUNDA71ON PLAN REVISIONS: 51.0 SCALE 1/8'-1'-0' F.F.E.=53'-0'(U.N.O.) UO]E5: 51.0-I. SEE DRAWINGS SO.1,SO.2,AND 50.3 FOR ABBREVIATIONS,LEGEND AND STRUCTURAL NOTES. 51,0-9. SLAB-ON-GRADE,SEE DETAIL A/53.2: 51.0-2. FINISH FLOOR ELEVATION OR TOP OF SLAB IS 53'-0•.UNLESS OTHERWISE NOTED ON THE PLAN. 4'INTERIOR SLAB: 4•THICK NORMAL WEIGHT CONCRETE SLAB-ON-GRADE ON CONFIRM ELEVATION WITH SITE GRADING PLAN. 6 MIL POLYETHYLENE VAPOR BARRIER,REINFORCED WITH 6x6-W2.902.9 WWF AT MID DEPTH. _ 51.0-3. REFER M CIVIL,ARCHITECTURAL,MECHANICAL,ELECTRICAL,AND PLUMBING DRAWINGS FOR -.ADDITIONAL INFORMATION REGARDING UNDERSLAB UTILITIES AND FOUNDATION WALL PENETRATIONS 51.0-10.ALL FOOTING ELEVATIONS NOTED HEREIN ARE TOP OF FOOTING ELEVATIONS,UNLESS NOTED DRAWN BY: OTHERWISE. KEP 51.0-4. RIGID TEMPLATES SHALL BE USED TO SECURE LOCATION OF ANCHOR BOLTS PRIOR TO PLACEMENT OF.CONCRETE. 51.0-11.THE CONTRACTOR SHALL VERIFY ALL DOOR OPENING LOCATIONS(DETAIL 1/53.2)WITH THE A&M PROJECT#: 51.0-5. ANCHOR BOLT AND FOUNDATION WALL LAYOUT SHALL BE CDNFIRMED BY A PROFESSIONAL LAND ARCHITECTURAL FLOOR PLAN PRIOR TO PLACING CONCRETE FOUNDATION WALLS 1203-21 SURVEYOR PRIOR TO PLACEMENT OF CONCRETE. 51.0-12.FOUNDATION WALL W2.OA SHALL BE BACKFILLED EQUALLY ON BOTH SIDES OR ADEQUATELY RESTRAINED TO PREVENT MOVEMENT UNTIL THE SLAB-ON-GRADE IS IN PLACE AND DRAWING NO.: 51.0-6. TOP OF PIER ELEVATION VARIES AS NOTED ON THE PLAN. ALLOWED TO CURE FOR 7 DAYS T 51,0-7..REFER TO A/53.1 FOR PIER SCHEDULE AND DRAWING 50.1 FOR COLUMN SCHEDULE. 51.0-I3.CONTRACTOR 10 VERIFY ALL ELEVATOR PIT DIMENSIONS AND REQUIREMENTSNTH sl , 0-51.0-B FOUNDAITON wALLPENETRAlI0N5 REQUIRED FOR UTILITIESTIE5 SHALL BE FRONDED PER DETAIL E/53.2. ELEVATOR SHOP DRAWINGS PRIOR TO PLACEMENT OF CONCRETE. ALL LOCATIONS AND ELEVATIONS PER MEP DRAWNGS OF T 23 4 4.3 4.8 5 T � 4► � 10'-0' 10'-O= 28"-0' 9'-0• 30'-0' a �. Q77 .. D'-7• 5'-5' 28'-0' 20'-3• 4'-9' � L 6 EO SP 0 Y-4•=20'-0• 9 EO SP 0 3'-1;(i=28'-0• z f7 2g W m= f QQ � oz UNIT OF ROOF J - $ U IV H s N U5 cn Z d= xexFB C, I I I I �_j W� ;ALL 1- CL s cn C1 � JST STABILITY BRACING C2 n &'�o WID06 A.8 Z LJ PER NOTE 521-7(TYP) 54. 4 EO SP 0 6 EO SP 0 EO S� «_ Q � � B lx5 x5 -3•=-0• 2'-it�(i=17'-r 2'814'=s'S• ry®� + 20K4 ^+ B _ — — W z m O.S JST STABILITY BRACING W 51 PRO DE( /4x -0• 6.0 .AT PER NOTE Sz.1-7(TYP) f N B.1 ( EA -EN ANT ORNE (TYP B.1xx V7 O O ffloxl _J o \ 7 6 s1 _ \ 1s �i s Q sP a r-D Eo.S B.8 y 1'-0•E.O.S. 71 54.4 � 54. S-1 i= 5'6• C2 N (TYP 3 E SP 3'- =9 0• CY C1 _ Q U W \ 6x3 Bx55 WI 15 WI 5! W8 10 Bx6 WI C' C1 \ CS 7 �, C1 7 C3 C3 C' N o-~ z z C\I W f a�F�txamDO Q O co � WIOxT7 z wcl- o N C 2 + + ml + + ' Now Iw-- Q ~3 I m e = 0- m O Lo Lu C.9 C.9 Q. lu sa.a _ nl U D.S. 6xLo III III ( _ — — 6 II xCs C2 — _� LL LLI r W I'-0•E.0.5. 4 EO SP 0 7 EO SP 0 2 EO SP I 1�7) I N W8x18(-Y-27 �"J u- Q_ 6 m ( ) '-3•=9'-0• 2"-,13(i=1T-Y 2"W9'=5'S• BRACE BELOW(TYPJ V-0•E0.5 $_ O Q E _ _ W21 z68 (Typ; 20K7 LLI LLB F Lo e � Eu C e H 2OK7 ci z Q I I G' 20K7 r I 1'-0•E.O.S. I 20K7 (TYP. s 20K7 '� z TITLE: 434 +2% WI2x16(8� 3 E0 SP® I I I — — 3 EQ sP® SECOND FLOOR 3'-4'=10'-0• 6 EO SP 0 S-4•=20'-0• 9 EO SP O 3'-,3(i=28'-0• 9 EO SP 0 S-4'=30-0• 9 EO SP 0 S-13(i=28'-0• 3'-2• 9'-6• 10'-0• 18,-0• .-Or28'-0• 9'-0' 17'-7• 5'-5' 30'-O' 28'-D' 9'-6 1D'-10• 4'-8• FRAMING n3'-o. PLAN 0.8 1 12 2.8 3 4 4.3 4.8 5 6 7 7.4 7,8 8 DATE ISSUED: 11-18-2008 ASECOND FLOOR FRAMING PLAN REMISIONS: S21 SCALE 1/8'=1'-0= F.F.E.=66'-5'(U.N.O.) - T.O. =65'-11'(U.N.O.) N01E5,.• 52.1-1. SEE DRA'MNGS 50.1,50.2.AND 50.3 FOR ABBREVIATIONS,LEGEND AND STRUCTURAL NOTES 52.1-6. AI PFUFTRAUON pRON uD AR OP NIN DIM NSION9 HA I BE VERIFlEQ WITH THE ` L DISCIPLINE DRAW1NG5 REQUIRING THE PENETRATION, NO PENETRATION SHALL BE FRAMED. 52.1-2 FINISH FLOOR ELEVATION OR TOP OF SLAB IS 66'-5•,UNLESS NOTED OTHERWISE ON THE PLAN. FABRICATED OR O7HERWISE FORMED'MTHDU7 WRITTEN APPROVAL OF THE FABRICATOR CONFIRM ELEVATION WITH ARCHITECTURAL DRAWINGS. RESPONSIBLE TO UTILIZE THE PENETRATION UNLESS OTHERWISE NOTED ON THIS PLAN. ALL & PENETRATION FRAMING AND ASSOCIATED SLAB EDGE DIMENSIONS SHALL BE AS SHOWN IN 52.1-3.•TOP OF STEEL AND JOIST BEARING ELEVATION IS 65'-11•,UNLESS NOTED OTHERWISE ON THE DETAIL B/54.2. PLAHL .1- ALL STEEL JOISTS SHALL BE PROVIDED WITH STABILITY BRACING IN ACCORD RAIN BY. sz 7. ACCORDANCE WI1N SJI D KEP OFRCEi. �. "L r 521-4.'REFER TO COLUMN SCHEDULE ON ORAW1NG 50.1. ROW REQUIRED ONIN KU SERIES JOISTS TALL BRIDGING(SHALL TERMINATES T SITRUCTURALUM 1 'n a v A&M PROJECT#: 521-5. ELEVATED SLAB(SEE DETAIL A/54.2): SOW AND BE X-BRACED IN 1HE LAST BAY Oi A CONUNUOUS BRIDGING LINE 1203-21 .� D� (51}yf'T07AL THICKNESS CONSISTING OF 2'){i NORMAL WEIGHT CONCREIE ON 9(i UFS FORK - DRAWING NO.: " o. '° ro, .R•. i"h° M ' . o _ R EACH PERIMETER DECK,WW'F 6x6 W2.9xW2.9 OVER BEAM BOLSTERS WITH�'LOVER FROM TOP OF CONCRETE. PROVIDE i3x4'6'0 12.O.C.(UNO)TOP REINFORCEMENT w/180'HOOK OVER GIRDER AT ALL FORMED SLAB EDGES INCLUDING FRAMED PENETRATIONS. S2 . 1 LNE LOAD KEY - r II - .0tbAAQF U. 1 2 3 4 4.3 4.8 5 6 7 7.8 8 M _ -22, �• 10'-0' 20'-0' 28'-0' 9'-0' 17'-7' 5'-5' Nl'-0' 28'-0' 20'-3' 4'-g- 3 .46077 LLJ m Q 6'-0' B'-0' 10'-0' 9'-0' f A — — A — W12x26 � — WIOx19 [NO-1] C8 Y41p r - 1 Q c)LLJ C:f NO TRUSS LOAD ON THIS BM. DO NOT INSTALL \ (n Z 46 ¢;• x o F @E S WOW PLATES HERE. 0 J OU W V e:a• �: C) (D a U)Tn_; O O <Qca vnox,soW w1o■19 Ge Wlz.zs� — wlz,zs u.2 cB — wl — [uo-3] [MO3] [No-3] — ^ — _ W \JIM —Wixss �0 / W10x12 �� 0 B.1 I I I Imo, B.1 o .aRTU CURB \'� U O t^ ELEVATOR HOIST BM SUPPORTS SEE WIOx12 § SEE NOTE-2-4 NOTES S21-6 �Q Z AND 523-7. J� 54.4 B.8 L J U Q WIOc19 C7 54.J C5 WI2x1g CI Q U W (� F- _ WIOx19 W. 6 _ _ _ W L V F— c — IG WIOx12 I I ( 2!: m z z CN c I < oN _ — 14 :I — — —,II WI8x35 I; 541.2 I — N °� C Qy OWUO c.9 c <r, l3 �Wo. .9 — LL W LuD CS [MO-4] [MO-4] D ['•L Q 6 m E — — W 2x26 W 2x2s O (/5 Lo Q [Has] [ND-5] Ce b W Lr) ' Y Lo ? _ I w < cl� - z m 54.2— — — WI2x26 -3'-0' TITLE: WIox19(3--0• +lyl C8 G lo'-o 9'-0' I I ROOF STEEL lo'-o' 1 18'-0' '-0 28'-0' I 9'-0' 1 17'-7' 1 5'-5' 1 30'-0' 28'-0' 9'-6' I l0'-10' 4'-8' FRAMING 71-o PLAN 0.8 1 2 2.8 3 4 4.3 4.8 5 6 7 7.4 DATE ISSUED: A ROOF STEEL FRAMING PLAN REVISIONS: T1-18-2008 S22 SCALE:1/8'=1'-0' T.O.S.=79'-l'(U.N.O.) UOTEs: S2.2-1. SEE DRAWINGS S0.1•SO.2.AND SO.3 FOR ABBREVIATIONS,LEGEND AND STRUCTURAL NOTES S2.2-2. TOP OF STEEL ELEVATION IS 7W-I'.UNLESS NOTED OTHERWISE ON THE PLAN, S2.2-3. ALL STEEL ON THIS PLAN SHALL BE PUNCHED PER STRUCTURAL STEEL NOTE 12 ON S.0.2 TO RECEIVE DOl1BLE 2.TOP PLATE PER B/S4.1 S2.2-4. ELEVATOR HOIST BEAN LOCATION SHALL BE VERIFIED WITH ELEVATOR SHOP DRAWINGS PRIOR TO DRAWN BY. KEP FABRICATION. HOIST BEAN SHOWN IS PARALLEL TO ROOF TRUSSES FOR GIVEN HEIGHT RESTRICTIONS. A&M PROJECT#: SZ2-S REFER TO ROOF TRUSS FRAMING PLAN ON DRAWING S2.3 FOR SUPPORTED WOOD FRAMING ABOVE. 1203-21 DRAWING NO.: S2 . 2 IA i T T 3 4 4.3 4.8 5 T T 7.8 8 B I 7 eWp` 17Y-0' 10'-0" 20'-0' 28'-0" 9'-D' 1Y-7' S'-S' w'0• 28'-0' 20'-3' 4'-9- a .4W7 � I uj S83 Q �- U) z = A o z � O � ¢ C) O z LIMIT OF ROOF BELOW PROVIDE 35 O 0" I SEE DWG.ROOF FOR Q wee o li 54.3 O.G OR A35 O 20' IZIWE FRAMING U N F--- E-H 'U O.C.PER 3/54.3. I I I (n "U x . I I N Ln Z ¢a. g5 ` o J 0 z I w LINIj OF ROOF 54.3 PROVIDE LTP4 0 24" I I L 9 a 0 O.C.OR A35 O 24' Z W Q 4•_0• 3/54.3. C.PER I Fyi-�7; �j,7 1P,s(�r-;r r ra,� 54.3 A.8 N CD � _ A (MIN.) LIMIT OF - Z W Z Ln - COMMON TRU55 - - -r + c.rr✓'+pe!.0 G,•1 - ,n Q ~- ¢ -a" "I i 8 W of En I)� 54.3 PROVIDE L7P4 O 24' PROVIDE LTP4 0 20" I',Ilil /'I'/'(Ir'� W W B•� 8 )`.II I O.C.OR A3�0 24' I O.0 OR A 0 6.1 3.16' ,3 I ( I .I /If) N J O.C.PER 3 4.3 O.C..PER 3 54. $4 6 r)''II� 543 '`•Ij _ t. 5I i"✓)'��I� O ILL-) O PIyI I I I I ✓1 a' w C/) UMIT OF %i � AMI c APPR XIM -- I. I,i II✓ 0 ¢ o �kF-1 N"BCI- RT-1 ' �,LyR L� Q I)�hlt4C. RTU SE7 N ITE O 12'QC 024 t�/l r r1Pf2 �� B.8 2 7. O. U C. Ill�lbly RI RIDGE 1�Ir/ Jls.,.L__. •q_ W V I LIMIT OF ABLE END Q i k .Irl 1��++//// Ln I- (1f (u I� z z I Y R49M Sd I BRACE UGN WITH $4.3 1= II (y l _ GOMMo muss ON COMMON muss f Ey I 8 ¢ Lu co LAYOUT.MIN.4'-0' - ✓; 54.3 - p N r\ ( ) FROM GRID PROVIDE Lmb 01B (TYP.) II I o. OR A3s 0 16' z LJJ III L`I. I 54.3 SIMPSON DSC4 - 0..PER 3/54.3. LOAIT OF I' ,I I ' UMIT OF ROOF O W OT-1 END TO PLATE I I I I I I =_ (PRj AMINO I I If' - _ W C� Ly N �.I I I*•I `§ 2x BRA _ . m4 O L^o DE BC Ir Lu TAIL BS43 t, C•9 3/54.3. ')I LL Lo r1C.9 ( 600 - LU Q cGw �/ 0 o -N -✓ J /" / _ \/' - / UMIT OF ROOF PROVIDE SOLID 2x BILK _ BETWEEN EA TRUSS - 4._0. O Cn Q TOP POCHORD PERIMETERUNDER (MIN.) Lu PR OE LTP4 O 24' �'3 PROVIDE TP O 1 Z I_ O.0 OR A35 O 24' O.C.OR O B' W "` O.0 PER 3/54.3. UMIT O O.C.PER 3/54.3. B CUPPLL ABOVE; 54.7 2 SEE DE AIL 2/54.4 F m I I I I I I ( PROVIDE DBL TRUSS 7 EA SIDE OF CUPOLA 0 54.3 r T .. ITLE: i f ✓O VT 1 7 A e ✓ /...., - - G PROVIDE Lm4 O 24• O.C.OR A35 0 20" ROOF TRUSS ..l..... O.C.PEf7 3/54.1 10'-0" 18,-0" '-0 28'-0" 9'-0' 17'-7' 5'-5" 30'-0' 28'-0' 9'-6' I W-10" 4'-8" FRAMING 173'-D" S4a PLAN 0.8 1 2 2.8 3 4 4.3 4.8 5 6 7 7.4 7.8 8 DATE ISSUED: 11-18-2008 A ROOF TRUSS FRAMING PLAN REVISIONS: 52J SCALE:1/8'-1'-O' T/PLATE-79'-4-(U.N.O.) Nntrc. D�F 523-1. SEE DRAWINGS SOt.SO.2,AND 50.3 FOR TRUSS PROFILES.ABBREVIATIONS,LEGEND AND 52.3-6. SEE TRUSS LOADING SCHEDULE ON DRAWING SMI FOR DRAG FORCES ON TRUSSES LOAD VAPIM(SM FIW STRUCTURAL NOTES. 52.3-7. VERIFY LOCATION OF RTU AND SZE OF CURB WITH MEP DRAWINGS AND APPROVED RTU SHOP _ f 52.3-2. TOP OF 2X PLATE ELEVATION IS 79'-4 UNLESS NOTED OTIIERXISE ON THE PLAN. SEE DRAWING DRAWINGS PRIOR 10 FABRICATION. THE RTU CURBS SHALL LOCATED DIRECTLY ABOVE THE °-`-•'� 52.2 FOR STEEL FRAMING SUPPORTING WOOD PLATE SEE DETAILS A/54.3 AND 8/4.3 FOR PLATE BEAMS,JOISTS AND JOIST CAVITIES SHALL BE BLOCKED SOLID AS SHOWN IN DETAIL 5/54.3. THE ... ANCHORAGE AND SPUCE SCHEDULE. STRUCTURAL ENGINEER RESERVES THE RIGHT TO REVISE FRAMING UPON REVIEW AND APPROVAL 0 FINAL MEP DRAWINGS DRAWN BY: 52.3-3. THE ROOF PITCH IS&12 ON ALL SLOPED ROOF AREAS AND THE FLAT ROOF AREA SHALL BE KEP _ �� PROVIDED WITH TAPERED INSULATION TO PROVIDE A MINIMUM SLOPE OF)4':1'-0 REFER TO 52.3-& ROOF TRUSSES SHALL BE ANCHORED TO THE 2X PLATE WITH AT MINIMUM H2.5 TIES AS MANUFACTURED BY SNPSON OR AN APPROVED SUBSTITIIIE.THE TRUSS ANCHORS STALL BE t�(� ) \ \ ARCHITECTURAL ROOF PLAN AND ELEVATIONS TO CONFIRM ALL PITCH LINES,ROOF DIMENSIONS A&M PROJECT#: AND EAVE DETAILS SPECIFIED ON THE APPROVED TRUSS SHOP DRAWINGS THE STRUCTURAL ENGINEER RESERVES THE 1203-21 r� RIGHT TO MODIFY TRUSS ANCHORAGE UPON REVIEW OF THE TRUSS MANUFACTURER SHOP 52.3-4. SLOPED ROOF DIAPHRAGM SHEATHING PER SHEAR PANEL AND DIAPHRAGM NOTE/I ON DRAWING DRAWINGS AND TRUSS DESIGNS DRAWING NO.: S&3. 52.3-9. MT ROOFS ARE ASSUMED TO HAVE CONTROLLED DRAINAGE PROVISIONS AND SHALL BE EQUIPPED ' ' ^ '� 'L• 523-5. FLAT ROOF DIAPHRAGM SHEATHING PER SHEAR PANEL AND DIAPHRAGM NOTE d2 ON DRAWING WITH A CONDARY DRAINAGE SYSTEM AT A HIGHER ELEVATION WHICH PREVEN75 PONDINC ON TH LOW RAT�� > ROOF ABOVE THAT ELEVATION. THE SECONDARY DRAINAGE MUST BE SET SO THAT THE MAXIMUM S2 . 3 BD p� ;T" - �'J DEPTH OF WATER THAT CAN POND ON THE ROOF WRING THE DESIGN RAINSTORM IS 2"AT ANY POINT ON THE ROOF. pw k BN=DPWr LNE LOAD KEY B O il• AB PER SCHED 9' . - E - ` `• (TYP OF 4) AL 2' 2' AS RS4C)HED REF '-0 ti U 6' 4' 10• 0.46077 TACK WELD OBL NUT i- _�+' T/PIER TO ANCHOR BOLT PER PLAN o 8' 8. CENTER REINF CAGE ON VERT REINF PERT REINF HEAVY HE T/PIER PER PLAN PER SCHED 14'.14'EFFECTIVE PIER pQt SCHED DBL NUT 1 4 COL Z TYPE2 C{COL s s - 9'x 9'v 1'PLATE :& O 11"x 11•x 3/4'PLATE I W - - U ANCHOR BOLT SCHEDULE EMBEDMENT THREADED J _ a+ ANCHOR BOLT ASTM •I c ,�: DIA TYPE LENGTH PROJECTION - - 1'-1' 77 MARK GRADE (L.) (X) 4. 4. Z� 1 5• .. - •.t'.• U Z AB-I '' F1554 2 9' 4' - - AS PER SCHED ( ) U U r'.' (TYP OF 4) RES PER U U O Z a o CENTER REINF CAGE ON TOW PER PLAN 14' 8' B' RES PER W O Q a AB-2 �.¢• F1554 2 1'-0' 4' - - � � o SCHED I-� w 14•x14'EFFECTIVE PIER SCHED (n W 1 4' F TOW PER PLAN In Q r� Q:. S'e ma SCHED C{COL „ o Li Ln HIM COL s 4 ) CD � W O 1.ALL ANCHOR BOLTS ARE TO BE TIED INTO PLACE WITH RIGID TEMPLATE PRIOR TO 13'v 13'v 1'PLATE IT x 5'x 1/2'PLATE � w POURING CONCRETE N!-C BP:D 1'-0' RE 2-REFER TO COLUMN SCHEDULE ON DRAWING S1A. Z - B' w E ANCHOR BOLT SCHEDULE \BASE PLATE SCHEDULE 6 a o=:)w m= S1.0 SCALE:NO VERT RUNT T TO SCALE 51.0 SCALE NOT TO SCALE - •. RE Q U) PERT REINF PERSCHEO Z � PER SCHED = Q o Z � SEE PLAN - _ PER PIER DETAIL - La_ I n LLJ ~ COL AND BASE COL W - I WqPIER �' J ~ EQUAL � Ual PLATE PER PLAN Eo EO COL BASE PLATE r/ Col. _ PROWOE TWO TIE 3' 1/4'LEVELING PLATE r/ a REFER TO COL SCHED FOR APART AT TOP OF PIER )•L'NON-SHRINK DROUTCOL&BASE PLATE SIZES. PRGACTION PER AB SEE AS SCHED 1-4 RES PER CD Z /I1PLATE 1/4'LEVELING SCHEDULE ON E/ST.1 vPLATE T IERTIES PER SCHED W 1y _ SCHED U LLj z z N W � PER R9FORCEI@R BCHEI UI E N m LLj O C'O A A PIER VERTICAL/ TIES FTG CLOSED TIES PER o_ MARK �REINT G DOWEL (SPACING) DOLLENNGTHON Q = G LLJ U( COL ISOLATION M.AhL PIER SCHEDULE c �� F— `� COL AND BASE P-1 4-17 /3(12'O.C.) 9' _I Ln JOINT r/SEALANT PLATE PER PLAN CONT FND WALL RGNF a o P{PIER TIiRU PIER WHERE OCCURS x - P-2 4-/7 /3(12'O.G) 9' Z Lo w ' \ 0 .. COL BASE PLATE r/IS'LEVEUNG a `.J FL COL PLATE r/Y4'NON-SHRINK .(� $r �' PERT REINF P-3 4- /3(1Y O.C.) 9' GROUT REINFORCEMENT PER PIER PER SCHED En _ SCHEDULE P-4 4-/T /3(12•D.C.) g' Q w r u4 CUB >n x g s P-s 4-Y A 8z'o.c) 9 o L L Lo Lu X w w LL Y < 1 70P REINF PER SCHED T TG w NOTES: IV W m a- WHERE REO'D . . 1. PROVIDE 2 RES SPACED AT 3'O.C.'WITHIN THE FIRST 6'FROM O En O � Lo Q d TOP OF PIER AND THE BOTTOM RE WITHIN 3'OF THE TOP OF W J w L(' • SEE AS l� • FOOTING, d' J L o (Y) SCHED E/53.1 u CIRCULAR CLOSED r— z + 2. PIERS THAT ARE SPECIFIED SHORTER THAN THE MINIMUM < d1,•.. 3'CUR 3"CLB FTG TOP REINF PER TIES OR SPIRAL VERTICAL BAR LAP LENGTH SHALL NOT BE LAPPED AND FOOTING w w REINF PER FTG SCHEDULE SCHED WHERE REIM TIE PER SCHED DOWELS SHALL EXTEND TO THE TOP OF PIER (n Z co REINFORCEMENT PER MIN FTG SCHEDULE 3, ALL EXPOSED TO VIEW PIER CORNERS SHALL HAVE A 1•MINIMUM Z C' SECTION A-A CHAMFER. Q Z _t 5 KrEF IOR COLUMN FOOTWG 4 TYPICAL PIER DETAIL A PIER SCHEDULE 4. REFER TO TYPICAL PIER FOOTING DETAIL 4/S3.1 c-- ~ 51.0 SCALE: NOT TO SCALE 51.0 SCALE NOT TO SCALE - S1.0 SCALE 1'=1'-0' - (n oo� = W TITLE: )h•FILLER r/SEALANT IS- REF SLAB PER PLAN 84 CONT 6 -o PER PLANAFE FOUNDATION r a a 1$ COVER DETAILS 8• CLEAR HOISTWAY PER PLAN 8' TURNDOWN SLAB PER CMU-1 PER C/54.3 FlN CRADE 1/S3.2 ry rt MAS�NONRY PPER PLAN WALL '" SLAB PER PLAN COLUMN PER PLAN-,, ;• /4 O 1Y O.C. 'e PER SI .' T SLAB BASE PLATE PER SCHED B4 CONT PER • \\/®�/6'O.C. q 15 ---------------- 9 REVISIONS: tow �� DATE ISSUED: �, L"0 12' EF „-18-2008 _ VERT EF WATERSTOP ALL 9 AROUND(TYP) - EN GRADE INSULATION PER PER SITE PUN Y ARCH OWG r,'i FDN DAMPPROOFING 4-#4 HORIZ EF 1"0' T IER �\�� PER ARCH DWG INTERIOR COATING PER FON INSULATION AND PER ARCH(TYP) PIER PER PLAN AND 4-f4 CONT HORIZ DAMP PROOFING PER DETAIL 4/53.1 EO SPAGE ARCH DWG(TYP) 'W� 2x4 CONT KEYWAY(TYP) - CGNT 2x4 KEYWAY WATERSTOP ALL 'I PIER REINF UMIT OF F4.OW PER /4 TRANS 0 48'QG 1'-0' AROUND(TYP) .. 1'-°' PER SCHED 'I• FDN WALL RF1NF PER /53 2 WHERE OCG1 4 RS T G •I. DETAIL 1/S3.1 OR 4/S32 �/FT� PEES DRAWN BY: KEP• TON WALL BEYOND (' /5 o ti'O.C.Ew(T&B) A&M PROJECT#: 1203-21 - DRAWING NO.: 3-/4 CONT 2'-0• 3 ELEVATOR PIT SECTION p FOUNDATION WALL AT PER 1' TYPICAL FOUNDATION WALL M2-0) 5 O SCALE 1/2-=1'_0' 51.0 SCALE:1'=1'-O' 51.0 SCALE:,•=Y-0' - S311 C .... 2•MAX - PIER- PER PIAN.. WOOD POST PER PLAN 1'MIN E COL COLUMN BASE r/1•STANDOFF r,t•._, Jy COMPRESSIBLE PER SCHEID ,c - FDN WALL >^+ ., .• JOINT FRIER FULL 0••f[7077 W PERIMETER AT SLAB _ Ld T/EXT aAB OR 1•CHAMFER(TYP) FINISH cRaoE PER s DISCONTINUE AL• ATE SlE PLAN - TOP OF FTG 2•NA% HORIZ REINF O CJ i 36 BAR PER PUN 2•X4•KEYWAY-, 1•MIN OEi801M@1F LENGTH DIA f..•r.. 4. BAR SIZE DEVELOPMENT LENGTH,Ld o= p a 96 777771 19' PIER REWF PER SCHEDULE Li U 24' 8 m c •,'� '••.• ,..;r' :.• •... I...�• =:•� /6 29• REOT PER NSCHEDON 6 • ao� - _J - T G C w 1 WHERE REINF .W TO OLO PWR NEW POUR Ld SIGHED D .. i7 DRAWING 501 - `'�� FTG TOP RONF T LAP BARS qt' E4j"nl Ld PER /B 4Y I m W V 0 z�Z L ..'...!. 04 14 SMOOTH GAIV.DOWELS O MAX CREASE DONEL N x V _ V CUR fDN AND FTG 12"O.C.;CENTER ACROSS JOINT -{{- 1•MIN END IN NEW POUR #9 53• 1 REINF PER PLAN I 60• T G =LAN N U 67' FTG BOT REINF 3 (] o� 5 B/FTG PER WALL T •• Q (n z U e B'"< SECTION •_!.:.".; a ., 4PIR 3'CLR > Z PROVIDE FLEXIBLE JOINT LONT WATERSTOP FTG REINF PER SCHEDULE G95X COMPACTED W .-SEALANT ON IXPOSED FACE 1. ALL TENSION SPLICES ARE CUSS'B•LAP SPLICES WITH A LAP LENGTH EQUAL ON DRAWING S0.1 FTG PER SIGHED CL mEXPANSICIN I, OLD NEW POUR 1•PRE-MOULDED COMPRESSIBLE TO 1.3 x Ld(ABOVE). AT FHA SPREAD FOOTING UNDISTURBED MATERIAL Q p Q,< e JOINT FILLER IS OMMITTED EXTEND PIER Z J € � DOWN TO FROST DEPTH W C STEP FOOTING / B�TYPICAL WALL.JOINT �1 DEVELOPMENT LENGTH OF REINFORCEMENT 3 EXTERIOR POST PIER DETAIL m o 51.0 SCALE:NOT TO SCALE 51.0 SCALE 3/4•=1'-0• 51.0 SCALE:NOT TO SCALE 51.0 SCALE NOT ID SCALE Q(n - .. = Z cn Z � PIER LLJ 1/2•COMPRESSIBLE JOINT FILLER r/ PER PUN WOOD POST PER PUN W H-- fL PENETRATION SEALANT IN DIAMOND(SHOWN)OR a WALL THK RE MEP 2 ADDITIONAL#4_ CIRCULAR PATTERN fL COL COLUMN BASE r/1•STANDOFF (PER PUN) %5'-0•LONG 2'-6• 2'-6• HORIZ REINF EF _ _ SAWCUT OR PER SIGHED 6• � LT3 ABOVE AND FORMED CONTROL JOINT EXTERIOR SUB ON 14 HAIRPIN(MAY BE OMMITTED 1'"4,4• O(/7 PVC SLEEVE BELOW SLEEVE _I ( GRADE PER PUN WHEN POST BASE IS DRILLED FND WALL ( (— hFlN��_GR��AD—E THRU SLAB INTO PIER) ~ W 114•COVER ( YPER�P�-( ~ L LJ :' • ALL AROUND - - COL PIER OR 1 w: Q m W .. T m 9 _ C!) '^ y PVC SLEEVE COL BASE PLATE T TER <.' :. W = _ 'UTILITY INVERT 3• Q �_ / Y E RE:MEP o Z = \.! PIER REINF PER SCHEDULE Q 5 Lw-- Q COL NOT SHOWN �o b='s i J L/7 m ` Cn SEE PUN FOR SIZE OLD POUR NEW POUR TOP REINF WHERE o o y x' L, Z_ O L O N AND ORIENTATION REO'D PER SCHED ON w i W Lu Q " 2 10• flAWCUr OR FORMED. DRAWING S0.1 / ` r 1 4• 6' FILL r/SEALANT 8 1/2•COMPRESSIBLE I m LL w N Q `J V C Yi•COMPRESSIBLE JOINT COMPRESSIBLE FILLER ALL BACKING ROD JOINT FILLER c [� FILLER r/SEALANT NLQUND(TYP EA SIDE) 4-#4X4'-0• W/SEALANT(LINO) 1 •ClR %�w p LL. w x— ... DIAGONAL EF ' Ld WWFT G ULl PER PLANw SUB k REINF PER PLAN NOTES m • TOW Ln y f PER PLAN 1. S EEVE SHOWN SHALL BE USED FOR U LILY PENETRATIONS ENTIRELY BELOW GRADE ON BOTH �L�J J LLI Ln O Y Lo z :, THE INTERIOR AND EXTERIOR OF FOUNDATION. d _ Of // ' .s• 2.NO SLEEVES LARGER THAN 12'DIAMETER SHALL BE USED WITHOUT APPROVAL OF STRUCTURAL KEY STRUCTURE 3•CLR Q L._ LLI Q L ENGINEER PRIOR 70 PLACEMENT. FTG REINF PER SCHEDULE S KKXAIM UNDISTURBED MATERIAL N J Q n/ _ ��\ t 3.SLEEVES LESS THAN 4•DIAMETER DO NOT REQUIRE ADDITIONAL REINFORCEMENT SHOWN. BONE. AT MMI ON DRAWING S0.1 SPREAD FOOTING FTC PER SIGHED OR COMPACTED coCONTRACTOR MAY S18 SMOOTH DOWELS FOR KEY.SMOOTH DOWELS SHALL BE 24• H FgNT. \ IS O STRUCTURAL FILL MMITTED EXTEND PIER Z Z J@Y x 1'-6•LONG,CREASE EASE I-SIDE,CENTER ACROSS CJ,SPACE 0 1'-0'O.C. DONN TO FROST DEPTH Q — 736 µ 01 o.c. E FOUNDATION PIPE SLEEVE B SLAB-ON-GRADE JOINT DETAIL 2 EXTERIOR POST PIER AT SLAB/SIDEWALK ~ � �_ SCALE NOT TO SCALE 51.0 SCALE:NOT TO SCALE SLID SCALE NOT TO SCALE N � LLJ 04 O 18.O.C.HORIZ � CL TITLE: #5 0 12.O.C.VERT L 24•MIN TON DAMPPROOFlNG OR 40 DIA /5 DOWELS PER ARCH DWG 9. 012•D.C.FS - FOUNDATION RN GRPUADE PER RE N DETAILS #4 NOSE BAR _ VERT BARS REQUIRED(TYP OF3) J5 MIN,REFER TO WALL SECTIONS WWF PER PLAN INSULATION PER WWF PER TYPICAL DATE ISSUED: ARCH DWG < LAP OUTSIDE BARS OR PROVIDE CORNER BARS AS SLAB DETAIL 2.4 CONT KEYWAY SHOWN.WHERE SIZES OF BARS DIFFER,USE URGER DEPTH OF REINF F.F.E. it 11-18-2008 #4 TRANS O 48.O.C. CANT 2x4 SIZE PER PLAN ( P 3-i4 CONT KEYWAY (PER PLAN) _ REVISIONS: 7. 6 NIL MINIMUM �1 G PER PLAN MOISTURE BARRIER 1'-p' 1'-0• �y� 45%COMPACT 12• 24• • STRUCTURAL FILL PER /� /�/� 14 012 O.C. K PROJECT GEOTECHNIRT \�\/\�\�\/\/\�\/\/\/\ 1'-0 36• \i REPO 2'-0' \ (2)ADDt VERT BAR 8q \ SEE DETAILS 1/S3.1 V-Y #5 MIN,REFER TO WALL SECTIONS - AND 4/S3.2 UNDISTURBED MATERIAL UNDISTURBED MATERIAL OR g" MEETING THE REQUIREMENTS KEP COMPACTED STRUCTURAL FILL 2.4 CONT KEYWAY OF FOUND FON INSULATION DRAWN BY: ON NOTE#2 PER ARCH pWG DOWELS TO MATCH ON DWG 50.2 LARGEST ONTAL NOTE: REINFORCEMENT BAR SIZE A&M PROJECT#: FDN WALL THK 1203-21 1.SEE NOTE 51.0-12 ON DRAWING 51.0 PER PLAN DRAWING NO.: 4�HK I FOUNDATION WALL cw20A) ��TYPICAL CORNER/T WALL REINFORCEMENT A TYPICAL SLAB-ON-GRADE 1 TYPICAL TURNDOWN SLAB S3 . 2 51.0 SCALE:3/4•=1'-0• ' SL0 SCALE 1/2•=1'-0• : 510 SCALE:NOT TO SCALE - 51.0 SCALE NOT TO SCALE OF N A y No.460n 5 6 7 2 3 4 C D QIC E 12'-0" 12'-0* a j o_ze r.•l \ Yll6 r,«(.•\ N'IB /.-��.° Y/l2 /~r...® N'12 TOS ROOF WI2 TOS ROOF TOS R w=e 3_3 f H ;i ! TOS R f 10 H 9 --� Y24 — ---)-$' E- = ^s v �, l ✓M=75 FT-K M=110 FT-K I ,11=110 FT-K M-75 FT-K i, 79 1 \ ✓M=2o FT-K M=20 FF-K gk20 FT-K M=20 FT-K I -1 79'-1'Y 79'-1' d:_"SF'- UNO (UNO) (-0)' UNO (UNO) - UNO (UNO) 542 54.2 S4.2 S12 54.2 S4.2 w p:; 54.2 ' I \ ! 1 ! 9 TOS LEVEL 2 I t 1 1 I 1 TOS LEVEL 2 !•• 1 / \ %/ f""'\ /`1/ WIB t\}\{- WIB \)1 1/ wo ry\\}- W21 WI2 f TOS LEVEL 2 M�1 'M6 TOS LEVEL V\\ l 120 FT-K M=130 FT, /J,130 FT-K M=120�//;' c�` ~=110 FT-K M=180 Ff. Jr{F-180 R-K M=140 F7-N j t„I,.J ♦ 66'-1 ' � I,J 'a/�, 66' 11 °(UNO) (UNO) ttnlo) (utti) •_�.-JUNO) (LINO)_ -(UNO) (uNC)- o 542 9 542 ,p - e HE FI B ASE PL B ASEFPL �f 12 B ASEFL �2 B ASE PL T IER+1 I T IER+1 I MI �a 7 IER+1 I 1 J= T IER+1 I I r 1^, V co 1- Z z CV N 8 FRAME ELEVATION-MO-4 6 FRAME ELEVATION-MO-2 t-41 FRAME ELEVATION-BR-4 t21 FRAME ELEVATION-BR-2 O co ' 52.1 SCALE:I/8'=1'-0* _ 52.1 SCALE: ''-1 8 =1-U .. 2-1 SCALE 1/ /B'=1'-0' S21 SCALE I/8'=1'-0' —� 2 r Lu O Lo Q U U L� LL Lu r LL? LL 0 6*6 m 3 4 C D C D O U-j � Q I 30'-0 26'-0 25'-0 28'-0' 1g'-p' 9'-0' z 9'-6- 9'-6' 9'-6' 9'-6' Lu r Q •. d�'•. WIB = 3 WIB !� \ �6 ✓ \ a �2 ! t TOS ROOF- ` f TOS ROOF b TOS ROOF WIB YN6 TOS R ..I_ d�NMFT-K M=110 FF-K -M=110 F7-K M=95 FT-K, ,M=95 FT-K M=75 FT-K I 79_1. \ 20 FT-K M=20 FT-K79-1' 79-1'(UNO) - UNO (UNO) " UNo (UNO) (U ) (ONO)54.2 54.2 54.2 54.2 54.2 TITS: ..-. ►= M21 P ►\\a� M21 jy/f/t►\}\a�Y WL1 r \J�\I; TOS LEVEL 2 ! j ! \t —705(LEVEL 2�`v� / �a3 i®M'IB�q TOS LEVEL 2 7J �\t �2\i TOS LEVEL 2 It-120 FT-K M=140 FT-K �M;140 FT-K M=120 R-`;Its\ //V'=120 iT-K M-100 FT-K //p 1 ~30 FT-K M=130 FT-N, //I "" awl--� 66-' ' �.I J 66'-' ' STEEL FRAMING �.B tUNO) (ONO)'�rl y(UNO) (UNOp-xl>d(uNO) (uN0) I.. `�� (ONO) (UNC)„I.y 6 g ELEVATIONS 4 y y 54.2 � 54.2 P FFE FFE • r iFE • iFE 53'-0' S3'-O_ �'2 53'IFE 53'-0' B ASE PL B ASE B ASE PL 1`! B ASE PL DATE ISSUED: 7 IER+1 I 7 IER 41 7 IER+1 T IER+1 REVISIONS: 11-18-2008 7FRAME ELEVATION-MO-3 / 5 \FRAME ELEVATION-MO-1 / s FRAME ELEVATION-BR-3 FRAME ELEVATION-BRA S21 SCALE 1/8'=I'-Or S2.1 SCALE: I/B'=1'-O' - \,!!:lj SCALE:I/T=1'-0* S21 SCALE 1/8r=1'-0• DRAWN BY: KEP 10, A&M PROJECT#: 1203-21 THIS PLAN IS A REDUCED SIZE PLAN IS NOT TO DRAWING NO.: SCALE AND HAS BEEN PROVIDED SPECIFICALLY FOR PERMITTING. FULL SIZE DRAWINGS HAVE BEEN S , SUBMITTED AND SHOULD BE USED FOR CONSTRUCTION. 41 AL y .460n Oz WI2 � TOS R00 •=2s5Fi$ M=20 FT-K M=20 FT-K 76-1- z UNO (UNO) W r f ►\f\a�` WI4 \� TOS LEVEL 2 Aa I AA11�•50 Ff-K M=50 FAT K,I J�A 66-US 1UNO) (UNI),-. FFE B ASE PL T IER+1 V zzNN 2 FRAME aEvATm-MO-6 p Oco 521 SCALE: i/L7-=l'-0• r / m > C Lij O Lo Q UU � � w LL 0 co m 0 w Lo Q Y Lo Z zg !�'" W12 !."�. W12 µr< Tr ROOF .rM=20 FT-K M=20 FT-K .M=20 FT-K M=20 FT-K UNO (UNO)` UNO (UNO)" 54.2 54.2 �•2 TITLE: /f((�• �! W21 !'~.., », � le,..- 1 III i\\I~-100 R-K M=,so Fi; I ,w FT—K M=,zo F—rK1�� Tos EVE_s STEEL FRAMING tUNO) (uL0)> JUNO) (UNC).-- ELEVATIONS FFE 53'-0- e ASE PL DATE ISSUED: T ER+1 11-18-2008 REVISIONS: 1 FRAME E!_EVAMN-MO-5 SZ1 SCALF' 1/8-=l'-0- DRAWN BY: KEP A&M PROJECT#: 1203-21 THIS PLAN IS A REDUCED SIZE PLAN IS NOT TO DRAWING NO.: SCALE AND HAS BEEN PROVIDED SPECIFICALLY FOR PERMITTING. FULL SIZE DRAWINGS HAVE BEEN SUBMITTED AND SHOULD BE USED FOR CONSTRUCTION. S4 . "R OPENING PER ARCH OR (SEE NOTE AL y FORM DECK PER PLAN N .4 ®� fL BM NOTE 12 - L/3 B OVERHANG COL OR SUPPORTING (`O L4x4x3(x HEADER ANGLE L4x4x)4 x0'-6'LONG $ -0'MIN) BN PEIi PLAN —T: (SEE NOTE il) L4x4x5fy(SEE NOTE i3) (WHERE BEAN OR Ja57 7-E I �' POUR S7DP AS REWIRED TO STANDARD FRAME(WHERE OOCURS) SUPPORT CONSTRUCTION BEAN CONNECTION PER NOTES ® LAL106i 7T41N t-0' LOADS(SEE SCHEDULE) AISC'MANUAL OFSTEa CONSTRUCnOU' BEAM PER1.HEADER ANGLES SHALL BE SHIPPED LOOSE,FIELD CUT,AND FABRICATED BY GENERAL CONTRACTOR TO (9TH EDITION),PART 4 PLAN C)SUIT SIZE ANDLOCATION OF OPENING REWIRED FOR THE APPROVED EQUIPMENT FIELD WELD TO N 9 Ll C-> SUPPORTS. - LO.SW.W.F.(PER PLAN) PER PLANJ F- 2 PERAOCnON AND SIZE OF ALL PENETRATIONS W1TIi THE DISgPLINE DRANINCS REOUIRMG THE SLAB BTION. OLSTERSNERS CONT OVER U Z3.SHOP FABRICATE SUPPORTS BASED ON JOIST SPACING. JOISTO OZA CONCRETE POUR STOP AND PERIMETER REINFORCEMENT REWIRED AROUND ALL OPENINGS LARGER THAN W1'-0'. POURSTOP,REINFORCEMENT SIZE AND SPACING PER PLAN AND DETAIL A/S4.2 I EL.JOIST PERPENDICULAR BEAM PER (� W �'W5.OPENINGS 1'-0'AND LESS SHALL BE BLOCKED OUT WITH FORMWORK AND DECK CUT AFTER CONCRETE TO DECK SPAN PLANE-FHAS CURED. OLu b.OPENINGS FROM 6'AND UP TO 12'IN EITHER DIRECTION SHALL BE REINFORCED WITH A SQUARE OR OR JOIST N Z U a RECTANGULAR SHEET(0.071-THK)THAT IS 12-LARGER THAN THE OPENING ON ALL SIDES FASTEN SHEET I PERPENDICULAR TO DECK W//10 SCREWS D 4-O.C.AROUND THE SHEET PERIMETER PRIOR TO PLACEMENT OF CONCRETE. I TO DECK SPAN C W E .-j 'n 7.OPENINGS LESS THAN 6'DO NOT REQUIRE REINFORCEMENT. THESE OPENINGS MAY BE CORED THROUGH THE SLAB AFTER CONCRETE HAS CURED IN LIEU OF PROVIDING FORMWORK TO BLOCK OUT THE OPENING Z - PRIOR TO CONCRETE PLACEMENT. W B SLAB PENETRATION IXTAL E05 BM FORM DECK PER PLAN W.W.F.(PER PLAN) BM 3 DOUBLE ANGLE BEAM CONNECTION CID CD521 SCALE NOT TO SCALE /4 CONT(TYP) PER PLAN 3'-O'(MIN) S21 SCALE: 1'=1'-0' Q _ /3 0 12'O.C.(UNO ON THE PLAN) 4-MIN(TYP) _ Z T CONT �'COVER L31fx31/ SEE PLANS FOR SLAB THICKNESS Z AND STEEL DECKLLJ ... Q J~ E Q M 'HST 3 4 TC PER PLAN Ln m Y2. PROVIDE FULL (10 2' STANDARD FRAMED THRU-PLATE PENETRATION GROOVE O Z (L1�, BEAN CONNECTON PER AISC'HSS WE FOR STIFFS(TYP.) I F- L�J V CONNECTIONS MANUAL'P 4-98 - NLL Flab W O N �'1 BOLTS(TYP) THRU 4-100 9 T� PENETRATIONGROOVE ® C) m C7 POA ,5,LAN (�;BOTTOM (n Q Q r t O T.0.5.�� LLi C) O I I 10 I BE PARALLEL O PER PLAN Q N O _I- O I TO DECK SPAN(GIRDER) i 0 d CD ++ io N Q U L N STOPBEAN PER PLAN POUR POURSTOPSTOP " SCHEDULE � �x,.F NOTES BM PER PLAN � 0 LL Lu r w MIN 36'THICK PIL I SLAB POUR STOP A. TABLE AT LEFT INDICATES MINIMUM W NOTES- OVERHANG MATERIAL STIFF PLATE AT LEAST X W POUR STOP REQUIREMENTS REFER T. u- J () Y O.S.ECnONS AND DETAILS FOR FURTHER THICKER THAN BEAM FLANGEZ IV W m HIS COL PER PLAN 1. TYPICAL FOR ALL ELEVATED SLABS UNLESS SHOWN OOTHERWISE. <5' 16 GA. REQUIREMENTS. NS&FS O (n Lo THI Q 5'TO 6' 14 GA. B. IN THE CASE OF CONFLICT BETWEEN SHOP ATTACH CATILEVER AND LLJ� J w L 2 OPENINGS SHALL BE REINFORCED AND FORMED IN ACCORDANCE WITH DETAIL B/54.24 J L Z THE SCHEDULE AND A DETAIL,THE DETAIL SHIP COLUMN TREE AS UNIT TO JOB SITE FIELD MOMENT CONN. 7'TO 9' 12 GA. SHALL GOVERN. Q w r Ly . 10'TO 11' 10 GA. Q (n i 12-TO 18- Y'PLATE CD m Z Z 8 THRU-PLATE BEAM CONNECTION ATYPICAL ELEVATED SLAB 2 SHOP CONNECTED CANTILEVER(WEAK AXIS) a- ~ _ ME 521 SCALE:Y'=l'-O' S21 SCALE 1'=1'-0' 52.2 SCALE Y-=1'-0' N , S LLJ H d TITLE: lrttr) REF COL PER SIGHED BACKING BAR TO REMAIN.FILLET FRAMING DETAILS ` \ SnFF PLATE SHOP WELDED EFrF WELD BACKING BRACE PER \ PER ELEVATION TO COLUMN FLANGES&WEB ��O FLANGE ELEVATIONS \\\\ GUSSET PL WITH FULL PENETRATION ET \ (15'MIN) GROOVE WELDS OR FILLET \ \ BEAM PER PLAN COL PER PLAN WELDS(AS REQUIRED) \\\\\ T.O.S J� P� I DBL ANGLE CONNECTION \ \ PER PLAN Y �0Q- W/A325 TL BOLTS AS I DATE ISSUED: \ \ \ I )."A325(TYP) I REQUIRED PER SHEAR GROOVE 4- &BOTTOM 11-18-2008 COL PER SCHED ___ _ _ ___ ___ BM � ERECTION BOLT ` WP 2 \\\ T.�O.S.h REVISIONS: AS REO'T \ \ PER Y HSS BRACE PER \ \ _ ELEVATIONS \ \ T�PER PLAN m ERRCnON BOLT (\ \ \ \\ AS REO'D / / \ ERECTION BOLT I MOMENT FRAME I T'� HSS BRACE PER AS REOb \ BEAM PER PLAN I ELEVATIONS GUSSET PL I REMOVE BACKING PROVIDE WEB DOUBLET DRAWN BY: BEAN PER PLAN / \ (�'NIN) I BASE PL PER SCHED BAR.BACKGWGE I PLATE(5)p5 REQUIRED KEP DBL ANGLE SHEAR GINSEEN ROOT PASS E AT BM AND GUSSET I �P�' g/gp� RED WTM MOMENT FRAME COLUMN A&M PROJECT#: +., PER—PUNS FILLET.WADS TOP i 1203-21 g AND BOTTOM OF BOTTOM FLANGE I DRAWING NO.: 7 BRACE AT COLUMN(STRONG) 6 BRACE CONNECTION-MID BEAM 5 BRACE AT COLUMN BASE(STRONG) I MOMENT CONNECTION(STRONG;AXIS) S2I SCALE 1'=1'-0' S2.1 SCALE:1'=1'-0' SCALE I'=I'-0' .. 521 SCALE P=1'-If S4 . 2 A-u- 16d O 3'D.C. H ..._. V-1*4' SHEAR BLOCK PER 2%B CONT BLK 1NLL�� CH DETAIL 9/54.4 MAX SPACING O 8-D"D.C. 077 THIC4OMIN CORES VERTICAL xoRlEINF.MARK THICK COLTS ERTIC RZOF, REMARK - (�) DRAGADJA ENT TRUSS I EAMMEDI LANE TELYPLYWOOD ROOF CMU-1 B" SOLID /4 0 16"O.C. 9GA ELEVATOR SHAFT DIAPHRAGM SHEATHING 16"O.C. PER PER SHEAR WALL PER PLAN E�'�V V DIAPHRAGM W DWG 50.3 A T MAX 16d O 3"D.C. Z P O U NOTES: PER PLAN DBL 2r TOP PLATE Li U TRUSS CUP PER MFP BEAM PER PLAN ZD 1. SEE STRUCTURAL MASONRY NOTES ON DRAWING SO.1 COORDINATE WITH ARCHITECTURAL DBL 2X PLATE PER PLAN REFER TO ARCH DWG'S TRUSS OFFSET F RW BEAM DRAWINGS TO CONFIRM ALL DIMENSIONS AND SHAFTWALL REOUIRMENTS. FOR EAVE FRAMING J DETAILS Q N 2. UNLESS NOTED OTHERWISE ON THE PLANS AND DETAILS;WALLS SHALL HAVE e'BOND BEANS I 16d MIN O 6"O.C. OPTION A:SIMPSON A34 ONE SIDE Li C) U= WITH/4 CONTINUOUS BAR AT EACH PRIMARY FLOOR LEVEL AND/OR TOP OF WALLS AT EACH BEAM PER PLAN EXTERIOR WALL PER Of TRUSS BIG CHORD TO PLATE U O Z A-xrrY ROOF TRUS$ PRIMARY FLOOR LEVEL ARCH DWG'S PIRA PER SPACING ON PLAN w ,YCrJ P�P 3. ALL OPENINGS IN MASONRY WALLS SHALL HAVE 2-L4X31£'X)(e STEEL UNTELS INSTALLED TO THE OPTION B: WHERE TRUSS FLUSH N U Q ' LIMITS OF THE OPENING SHOWN ON THE ARCHITECTURAL DRAWINGS UNTELS SHALL BEAR A A TVA TO SIDE OF PLATE,SIMPSON LTP4 MINIMUM OF 6"ON EACH SIDE OF THE CLEAR OPENING. NOTES: PER PUN PER SPACING ON PLAN. Q E— OVERFRAMING - IyU W ¢ -ROOF TRUSS I 1. TRUSS EAVE OVERHANG PER TRUSS DBL 21 TOP PLATE p (./') PER PLAN MWS DRAWINGS BEAM PER PLAN O =) w O e n;; ROOF 2. FASCIA AND EAVE SOFHT DETAILS CT' SHEATHING PER ARCH DRAWINGS. t1 m 9 PER PLAN TAU88 DHIECTLY Al.IaED WrtH BEAM o a Z W J j C CMU WALL SCHEDULE 7 TRUSS BEAMING AT PERIMETER 3 TRUSS PARALLEL SHEAR TRANSFER m RIN o ROOF TRUSS PLAN 54.3 SCALE:NOT TO SCALE 52.3 SCALE 3/4"=1'-0" 32.3 SCALE NOT TO SCALE N CD I o Q J T LATE E BM,2x PL E PL SPLICE U Cc ER (n T.0.3. II�II U N PER PLAN BM PER PLAN 1.-0. I 6. 4. FOM ~ w '^J (n 2'-0"(MAX) Y-0"(MAX) (MAX) (YA%) (MIN) HDIST BM PER PLAN O m z 04 cw COL PER PLAN T LATE "' — —— ——, r — 2 ROWS l6d O 3"D.C. 4'X1f'%1'-0'BRG PLATE (_n j E O r R PLAN ___—___— _— —J L_—_ _ M/2-Y"r1'XO'-6' Q J 5 - / i F i 6" DT PER PLAN ANCHORS L V T.O.S. I I (MAX) 2X BLK BTW TRUSSES T OSTWAY /4 CONT Q � � F Q PER PLAN 2x PLATE PER PLAN I CONT ALONG DT 16d O 3'O.C.CON7PLNARCH J (n m t� I COL BELOW ,� / ALONG TRUSS TO BLK B"CMU BOND BEAM CONT W U O Lo 3/B'A307 BOLT(TYP) CD I �P PTTR-PLPATE�� AROUND TOP OF SHAFT Z BN PER PLAN I�I BN BELOW(TYP) DBL 2X PLATE PER PLAN VERT REINF PER PLAN N � BEAN PER PUN U u— w r W NOTES: W Ll LL J LIMIT OF CLR N O � L I. 2x PLATE SHOWN IS THE PLY DIRECTLY IN CONTACT WITH NS AS THE UPPER PLY OF THE HOISTWAY (n DOUBLE PLATE SHALL BE THRU-BOLTED AT SAME LOCATIONS AS LOWER PLY AND HAVE STAGGERED SPLICES NAILED IN ACCORDANCE WITH DETAIL A/S4.3. m J > Y LL0 Z 2. ALTERNATE FASTENERS FOR THRU-BOLTING WITHIN 6'OF PLATE SPLICES MAY BE SUBMITTED Q � w r z FOR REVIEW AND APPROVAL BEAMS SHOULD BE PUNCHED AS SHOWN WITHIN 12"OF BEAM z ENDS AND AT 24'O.C.MAXIMUM STAGGERED ALONG THE BEAM. _� m Z z 9 SECTION AT DRIVE-THRU ROOF B DOUBLE TOP PLATE ANCHORAGE 6 TRUSS PARALLEL SHEAR TRANSFER 2 MASONRY WALL PLATE/HOIST BEAM m 52.3 SCALE: 1/2"=1'-0' 52.3 SCALE:3/4"=1'-0" 52.3 SCALE NOT TO SCALE 52.2 SCALE:1'=l'-O" cn .. - = W TITLE: [2x BRACE O IC O.C.WHERE INDICATED ON RTU CURB PER MFG TO PLAN FRAMING DETAILS BRACE TO 4'-0'MIN. SPLICE LENGTH(SEE SCHEDULE) BLOCKING - F�—� (4'-D"MIN) pr BlK PER R1U MFG AS SAY-ON VALLEY TYPE A SPLICE(U.N.OJ REOb SET TYPE TRUSS ROOF DIAPHRAGM FLAT ROOF BT BLK NAILED AT Y (TYP.) SHEATHING PER RIDGE LINE ROOF TRUSS PLYWOOD SHEATHING PER DIAPHRAGM EN O.C.TO 2X PLATE(TYP.) PLAN PER PLAN PLAN N PER t2 DATE ISSUED: ,6T WEB STIFF(TYP.) �� =p PP 11-18-2008 % 2-16d 70E O EA.TRUSS REVISIONS: NAIL JSi TO PLATE O 3' m �9Sx� O.0 ALONG OPENING i SHEATHING WITH Bd06' ON PANEL EDGES DOUBLE PLATE SPLICE SCHEDULE TYPE SPLICE LENGTH ATTACHMENT - RUSSES PER PLAN A 4'-0' 16-tOd NAILS O 3'O.C. PER PUN CONT.DIAPHRAGM ANON END OF BRACE 2r1 BETWEEN EA. SHEATHING BENEATH DRAWN BY: DIAPHRAGM WITH HE TRUSS O 24'O.C. LAY-ON TRUSSES KEP COMMON TRUSS BEYOND 4' A35 O EA h4 PER PLAN DIMENSION SUPPORT OVER PLATE I BM PER PLAN - 2-16d BM PER PLAN I A&M PROJECT#: DIRECT VARIES PER TYPICAL ROOF OVERFiiAlxfJO 1203-21 PLAN,12"MAX DRAWING NO.: 8 GABLE END TRUSS SUPPORT A DOUBLE TOP PLATE SPLICE 5 RTU CURB SUPPORT 1 OVERFRAMING DETAIL 523 SCALE 1/2"=1-O" 523 SCALE 1'=1'-0' .. 523 SCALE 3/4-=1'-0' S23 SCALE:1/2'=1'-0' S4 . 3 F TRUSS o.46077 AL TRUSS PER PLAN RE ,Q� x 2X HEAR BLOCK MUST BE ION VIOL 2-)S'CIA HIS COL PER PLAN 9F lSTER�O IN CONTACT v/OIAPHRAGM I I ERECTION BOLTS PER SJ PROVIDE SUB BOLSTERS v/RUNNERS CONT C `I SHEATHING i PROVIDE COL CLOSURE AS REO'D OVER BEAMS AND AT MID-SPAN OF DECK SLAB PER PLAN AND ROOF SHEATHING DETAIL A/S4.2 L4x4x)§x 0'-4' E GIRDER I PANEL ENO 6'O.C.PER CELL CLOSURE 046'-0'LG O tY O.C.CENTER ON GIRDER ^' PER DIAPHRAGM DIAPHRAGM NOTE/2 ON SO3 I I NOTE/2 ON SD.3 I I WWI PER PLAN �O i Y4'COVER(MIN) O ' PLYWOOD AILED 0 S' {� PIN EA.sT W U - TT SHEAR BlK BOTH SIDES NAILED O 3' - _ Ate' S REpD O.C.AT PANEL EDGES T.O.S. J ROOF TRUSS 2X SHEAR BLOCK PEAR PLAN PER PLAN PER PLAN FRAMING TYP t6d NAILS O 3'D.C. CONT L2Jfx7}jxY T.0.5T.O.N - PER PLANY O C4 U 2X PLATES PER ( 1' U U O Z" P�' ER PUN PLAN LJ I J s z-1z W CD mar TIE JOIST PER PUN LJ W NOTE: BCX O TIE JST 1 x � Z Cl < 1. SHEAR BLOCK SHOWN WAY BE SUBSTITUTED WITH A PRE-MANUFACTURED f33 C)" SHEAR BLOCK CAPABLE OF RESISTING A RACKING HEAR OF 1,20D LBS. PROVIDE ERECTION STABAUZER O E PL AS REDID PER SJ Of W a _; 2. WHERE HEIGHT OF BLOCK IS 11("OR LESS A CONVENTIONAL 2x BLOCK I (]_ m MAY BE SUBSTITUTED,KEEP BOTTOM 2.BLOCK AS SHOWN. Z p 9 SHEAR BLOCK DETAIL 6 TIE JOIST AT COLUMN DETAIL 3" CHANGE IN DECK DIRECTION m o J 52.3 SCALE 1"=V-0" I SCALE;1'=1'-0' N Ln Z ( Q Z � tli W W I- m E BM U) O (I� fL CUPOLA ~ W V cn r- cn PROVIDE SMPSON HCP PER ARCH DWG ROOF SHEATHINGPER f W L.1.1 O EA HIP RAFTEERR WOOD CONSTRUCTION TION O m Z N (/) BM PER PLAN Lg -----1____ NOTE/9 ON DWG 50.3 Z O m Q r = Q WP PER PUN J So a I HIP RAFTER(TYP) 2!: = W U \ I o Q =:) : Q I r PLATE n I I -J Cam) m � N 3-SIDES 1 4 I Z O L N •' J. 2N4 O 16"O.C.CUPOLA I I W LLJ Q WALL STUDS BELOW(TYP) �G WT HORIZ.BRACE I I LL LLI rY W P PER PUN L m ?N U- Q W m r, JACK RAFTERS O ----1---- 16"D.C.MAX(TYP) (n 3' PER ARCH DWG'S �UMI7 OF ROOF O O Lu L0 Q PER ARCH DWG of J \ � L z 4-('0 BOLTS\ Nf77E. 5 ! 1. ROOF SLOPE AND CUPOLA LOCATION PER ARCH DWG. Q Li LLI �L✓( �- 2. PROVIDE SIMPSON CS16 STRAP AT EACH CORNER DOWN TO 2.4 VERTICAL (n BETWEEN TOP AND BOTTOM CHORD OF TRUSS BELOW(TYP.OF 4 CORNERS). Z CD m Q Z A HORIZONTAL MACE 2 CUPOLA FRAMING ~ S22 SCALE:NOT TO SCALE S23 SCALE:1/4'=V-O' - (n clof 2 W F- tl TITLE: CONCENTRATED CONCENTRATED 0 CENIRATED FRAMING DETAILS LOAD LOAD �YYt�) �YYtr) L2%2XY.'REINF 3" RENNINC,BAR N•FILLET 0 ANGLE Z 2JS"MIN BRG LENGTH(TYP) WELD BACKING OFFSET JST AS REDD FOR BAR TO FLANGE REINF PROPER BEARING PLATE r ANGLE m' t e i t 2 I SHEAR PLATE W/A325 TC FULL FIELD 1, FORM DECK - BOLTS AS REQUIRED PER PENETRATION DATE ISSUED: 3 1s PER PLAN DESIGN SHEAR GROOVE WELD O 11-18-2008 FF1 I TOP k BOTTOM JOIST i PER�PLAN 3' I (�) SECMMPER TM REVISIONS: PLAN 5 1, Z PLAN PA PRZ LAN PER O O HANGING Z O O LOAD O O lYP 3 16 I I NOTES JOIST PER PLAN I BEAM PLAN MOMENT FRAME STIFF,PLATE(AT LEAST)6' DRAWN BY: BEAM PER PLAN SHOP EWELDED TO COLUMNR THAN BEAM am) KEP I.INSTALL JOIST REINFORCING IF LOAD APPUCAIION POINT IS GREATER FIANCES R WEB WITH FULL A&M PROJECT#: THAN 3'FROM JOIST PANEL POINT REMOVE BACKING PENETRATION GROOVE WELDS 1203-21 -BAR,BACKGOUGE 'STOP WELD OR FlIIEI WELDS AS REQUIRED y' 2 HIP L2N2 LOOSE AND FIELD CUT 70 LENGTH FOR SPECIFIC JOIST ROOT PASS k (TYP) DRAWING NO.: f REINFORCING CONDITION. REWELD ROOT MOMENT FRAME COLUMN PER SCHEDULE JOIST POINT LOAD REWFORCEIMIENT —71 JOIST BEARING ON BEAM DETAIL 3 MOMENT CONNECTION(WEAK AXIS) S 52.1 &:1,4.=1'_D• B2, SGUE: ,.=1•_D' � Sal SCALE 1•_,,_D. S4 . 4 OF M .' H y ,4 77 � �9S ISTE-CZ r D- o w" CD W U J 0-' J f— Q Ln U CD cD oZr- W o_ o `� W F; `-ill o Lj W 0 s.Flo UOf DO CL a d-' - W J m U _ + C!J (n S z p Q Z Q W ~ SLOPE ROOF J ~ FLAT ROOF DIAPHRAGM PER PLAN U m DIAPHRAGM PER CONT 2X PURUN (n Z PLAN CUT TO PROFILE DIAPHRAGM EN O LLJZ cn LLJ IST PER PLAN POOH TRUSS PER coO Cn LA > Z S 5Lj 2 L,u U JCID 9MPSON A34 JST TO PER PUN W C' N f' PLATE A 9'O.C.BTW W z w O Lo Q GRIDS E k B 2X6 BLK EA TRUSS BAY - 5 DBL 2X PLATE OR CONT BAND AT Q U U L,(� LI PER PLAN TRUSS BRG TRUSS END BY MFR � Lo CONN PER CZ) p " I..I..I LL DETAIL 7/S4.3 = N LL Q 66 m BEAN PER PLAN _ O LLJ p N w Of Lug `� Q N z- Zz cn Q � 2 FLAT ROOF/TRUSS SECTION a ~ 523 SCALE: f=P-O" = W TITLE: FLAT ROOF FRAMING DETAILS DIAPHRAGM PER PLAN DIAPHRAGM EN 2-16d DIRECT EA.END ' 2x BLK EA.JST BRG i ; JST PER PLAN DATE ISSUED: Ih! 11-18-2008 REVISIONS: T/Pl E PER PLANV TOP PLATE PER I' PLAN SIMPSON H2.5 AT TO PLATE EA.JST DRAWN BY: ' KEP - A&M PROJECT#: � 1203-21 DRAWING NO.: 1 FLAT ROOF PERIMETER S4 . 5 . SCALE: 1'=1'-0' r f f ..�' SITE PLAN Lj II II 1555 & 1575 ROUTE 131.1.1, i HYANNIS , MASSACHUSETFS MARCH 27 Oaf REV 1 - MAY 812007 - REV. PER INFORMAL SITE PLAN REVIEW REV 2 - JUNE 26, 2007 - ADJACENT RESIDENTIAL BUILDING TO REMAIN ISSUED FOR PERMITTING LEGEND NOT FOR CONSTRUCTION DESCRIPTION PROPOSED EXISTING Prain Manhole ODMH oft INDEX OF D INGS t �m Manhole (Unknown) �^ . �yidy,r'tia �� m,«F, • Mix '�F'+x-' ,pa4,as's,�++kna� Catch Basin ❑ � ,� �� ,,,,, ; 4^ � e '".'pro+,w, •"Y° '� C 1 Title Sheet Contour '3 eH'.' ��y,,'.bW�4" S t x � ��e 1.. •y± *� e,�rn .x�. i.4� Spot Grade x i�8.10 � ,. � , --� N .� �» • aytiw"�� ,cwi2^t + x s 1 { }9' v".r57tr;z�'';`.' ,n'yt,m r Y, . 12.95 ;, N w.� To & Bottom of Curb 12.45�`�` C2 EitingxsConditions P TW=13.35 � Site h Y , b � Plan ;ToP & Bottom of Wall w Water Line , Brant NM { � y 9yD H A500 , i��y, " 'vt ` WV N 4 C Layout Pl n Water Gate � �� aM ,�, �x F �.r�. S Sewer Manhole SMHC5 Grading Pla _ ` Gas Line n �b f, Gas Meter LOCU S 4 r ,x � CUtilityPlan Gas Gate x A e + �w G ' { 0 n ESE. �sysy 3 �A Overhead Wire x � G , 1� � .I # � C Septic Plan '2u Utility Poev Guardrail . ;• gvn � 'R �..d', .�44',�+'.c x c � .4F�f'-c•a :,:� ,t d�'� rC8-CDetails r, s. . Chain Link Fence §: � „ z } x ,. rx ,,.,.v � �.:.r;,r,;." *s�8,�,,v�>€ n* �r " :s .• °`' � �a4, ;•, ,,,*�ara.....r €' s�:5'�, Al ,S". .. o-,1 '?, ,. .. .,✓ .: t.- :;..hv.3 G. .r i ..r( �... .. f3i.. ?^; A, 3 „ • ,.,rrc., 4 r's', FA:1..r �1, �A Post & Rail Fence .....x: lY� .5..,...t- :.: v ,.»},.. s. to"r`k �1 'l..tv.' i.• {..Stockade Fence — �� d•.'r�e ,#kp�'v,.��>x4 l,-qe,:,. i 1�("'�,:.,�•.-r;`,t�}b� µ..:.• *'-�,'r.i� �!1 15 TP .. , '7F ?:;:•: .!: t .nF` `� d.�.s x n ,�..'a„?''3-ts:% s a.x� ':t r , "� .. �`'. , ;r3Ur<,,.nik .,' �t�'.� �n'a5;��✓�{ '.� :, ,�'�f=..".. ,� w �. ''C'i. :�s "':.T" Test Pit Ha`b ale W Silt Fence ""Y a.e Parking Space U3 ein 'ya Cox 4•�vbi5'E�e f .: x ri Flush Concrete Curbin FCC g "%14 s, ` t Vertical Concrete Curbing VCC k 3" Cape Cod Berm CCB rtiC9�` Leach Pit LP ` ^�» .:4rkskh f i 4F.W d"Fy,":..�... > .. ,:�; is... :5 j•u 'Y"x 3r :y. � Vertical Granite Curbing VGC h= �� . kM�,,.,"" ti...,. �' e' , , rs' x j q { x t ay ` ,r: f r " a z �H OF�{ � AS`r7 MARK Ltd C U S MAP No, sp.a5CIVI9 SCALE: N.T.S. /'U/Zoo 7 PREPARED FOR: PREPARED BY: BROWN, LINDQUIST, FENUCCIO & RABER ARCHITECTS, INC. § � 203 WILLOW STREET BSC .DUP YARMOUTH PORT, MA 02675 CIVIL ENGINEER: ARCHITECT: LANDSCAPE ARCHITECT: 349 Main Street Route 28, Unit D BSC GROUP, INC. BROWN, LINDQUIST, FENUCCIO & BSC GROUP, INC. W. Yarmouth, Massachusetts 02673 349 MAIN STREET, UNIT D RABER ARCHITECTS, INC. 349 MAIN STREET, UNIT D 508 778 8919 W. YARMOUTH, MA 02673 203 WILLOW STREET W. YARMOUTH, MA 02673 1-508-778-8919 YARMOUTH PORT, MA 02675 1-508-778-8919 JOB NO: 48930.00 DWG. NO: 5698-02 SHEET C 1 O F C 1 1 I 85+0 MHB FND 1 86+0 BENCH MARK. J / TOP OF MHB ELEV.-57.20 NAVD 88 UP jar • 8 cc wF#48 #5 3 2 ' wF , �. WF�i �� TONM OF BARNSTABLE N �O -� C. Cam - e J� 'Z/'z'Z/ _-t o G WF 9� ASSESSORS MAP 253 2 -+ ' Cc CRAIG FIELD DATE i � urt'�56'•" PARCEL 17X-1 PROFESSIONAL LAND SURVEYOR , _WFW __ _ N/P l I 3 ��— `� TOWN OF BARNSTABLE NA I G 6 ! / ' `"- --- ASSESSORS MAP 253 TOWN OF BARNSTABLE / pA J �- I r I _ �� 1 PARCEL 17X-4 ASSESSORS MAP 253 41 -~ - _ -' _ PARCEL 17X-2 1300 q { f- ``�_- -- ,� �; SITE PLANS + GUY �+0 COMMERCIAL / , l_ ..-- � �- � -' - P REDEVELOPMENT • SHALLOW POND � 2 -- r ^ � ` . / '� ! � ! S 14'1`'.�3d" W 639t � OF W�TER�6 CARf� PLAN I # 1 619.87' TO CAILCU TION LINE --- J J #1555 & #1575 ROUTE 132 �- .- - NA HENRY � Y K , I 2 ' T2-Pi / j AS MAP 25 ~2 w/ 1N R 100e1 PARC, 198 i p1 ' 2 1a WF9 , // �1 / i J BITUMINOUS �T2-P3 EDGE of Bvw • PAOKING LOT HYANNIS A-- _ - A MASSACHUSETI'S "�► WATER 34.5 f / TREE �INE I / h`I•_� . EDGE OFF W • '� •-� � / / / / Z, / H BARR'Y & ROSE-R CLARK TR. ' P� �`�,7 / p / /` _,ASSESSOR MAP 25�� I / , �` - , ! h / 1 89+ '"'F+� o/' / PJKRCEL 19T f `� •.� �, �, g BARNSTABLE • �` / �` / 91 �85tS.F. UPLAND X ( ' _ _. /'� i WELL r } 1 UYF - / / / ^, 4r �` / �11 973tS.F. WETLAND I••' 2 STORY . 2� , / .-- / f °° 1, i �/ / / I '; f o O�� N 75 43 40 W WOOD FRAME ,,1; �� WF�O �`4 MAINS ( ,�. --�- T3-P2' j Up r �j ,� � cn ti ( j 1 t Al S 75 43 40 E ® �'(,'�i� ..` STRUCTURE 31E1575 / .� / f f ►v / t r� �, / 2.4tACRES TOTAL-) t \ p� f r kq OLD C�iiMNEYi - �? Ar ! % / �. r \ SAS - �. cc 11 • T3 P3 M, , / S 4'16 20 W 78.52 .. wF�a �_. — , ,i r �_ ��E --�-' UP EXISTING CONDITIONS WF#17 \ REMAINS ! / GAS .._• • 1p2,3 _ • CONCRETE WF#19 #t6. �OF CONCRE I \ 'ti 11. 1d.8' ¢'- RD-1 ZONE S 14.15'30" BLOCK FOUNDATI 1 \ ? OF J O r - S 47 5 30 W 334.09' '� `�. l 2 STORY HB ZONE �'wt EXIS I ADWALL \ ,,\� �\ \ ` - _ 1 `\ • WOOD FRAME �S SEPTIC. S -52.98 t� I '� • ❑ _ _ __ — - `�—_ e STRUCTURE 2 STORY (J FEBRUARY 22, 2006 1 +' , WOOD FRAME f . ` 4`� '�10 �' E �' -�'-•- -_ D RI OAB-- DECK STRUCTURE #1555 '1 Cc ' , S REC �'- 1 o W j f --' to -�,.�� } ` ter+ � UPL� � f LP PA r WF 2 i } _=_— =` ��J f lPLP LP _1 BITUMI S ''I�� BITUMINOUS WF�10 T1-P3 �. 4NRY BAR dt ROSE `P. CLARK VTR. PARKINS LOT t ,�_ — - DRIVEYYA Y �" / . SHALLOW POND ,�� , , ASQRS MAP 253 , �t 2P f ! , N0. DATE DESC. �J EDGE of B 3� u' E Lll��U�UPLAND , cc /WF#8 92. I i i 2F. WETLAND . TI-P � ` � �, , 597.549 S.F. TOTAL ` �� . PAD \ 242tA ES TOTAL �� OF P VEMENt I / EXI �NG \ Up +. y 1 ( t - - / WOOD FRAME SEPTIC EDGE OF WATER34.5 �� I LP OVERHANG 11 555 � j T1—PI Sys$\ W #4 I I �, i' �l /f,- /r r� LL GA ,` _ ` . Sh�ED /ME R • • • •--- .__,'''" • cc / 70 1 I f C 493.86 TO CALCULATION LINE-" - .� J o l S FENcc LEGEND , ! �t I 4'15'WW - n, 4 t TO ED�E OF TER 540't RECORD PLAM� w \ UP .� HH i ,WF , / fi ;' / t� POST AND / T^ 50.9 X SPOT ELEVATION / , ! % �/ I 'FluRAIL FENCE f CC C.B. ® CATCH BASIN WF#2` 0 / ® �- 1-11— DMH 01 DRAINAGE MANHOLE / EXISTING • 0 1 ' SMH ® SEWER MANHOLE sTRucTUR 0 TMH ® TELEPHONE MANHOLE ® I \ W LP � LIGHT POLE , 1 o � II PREPARED FOR: U P L UTILITY POLE / LIGHT n, �, I UPLT� UTILITY POLE / LIGHT dt TRANSFORMER '� �-9?+0 'rrr BROWN, FENUCCIO & UPT � UTILITY POLE TRANSFORMER � N� a: 1 LINDQUIST, UP UTILITY POLE / EDAW RD�T. S MA�3. cc cc RABER ARCHITECTS —0 W — OVERHEAD ELECTRIC LINE PARCEL 15 203 WILLOW STREET o EHH ELECTRIC HANDHOLE 0 GMET GAS METER S i YARMOUTHPORT, MA 02675 —G— GAS LINE J Gv v GAS GATE r -ncc ce 3 ® f W WATER GATE h CB �V 1 G o, I —W— WATER LINE 349 Main Street TEST PIT `'� J / Route 28, Unit D cc CURB CUT 93+0 W. Yarmouth, Massachusetts 02673 NOTE: I 508 778 8919 1. WETLANDS DELINEATED BY BSC WETLAND SCIENTIST, m NORMAN W. MAYES, PWS ON FESUARY 7, 2006. 0 © 2007 BSC Group, Inc. J SCALE: 1" - 40' UP 0 20 40 80 rw ISSUED FOR PERMITTING FILE: 48930-SP.DWG NOT FOR CONSTRUCTION DWG. NO: 5462-02 SHEET C2 OF C11 JOB. NO: 4-8571.01 FND f s ,P OF R!f r6 qi i LE1_fE _a7 20 01'A J e fE 3 " tlP PAGE JI Q 41 I 1300j1 r . J � i WF#48 _r r, t � + C Cl 1Fi ,�• <'` N/F xj r •7 t�a�r � ' 4 f f` ,' m TOWN OF BARNSTABLE t r / •" i— ", ASSESSORS MAP 253 1 a r '� cc I k 1 s PARCEL 17X-1 N/F n i l` OF ' .•=� ' "` _ ` -` . TOWN OF BARNSTABLE � N/F � .�' � rfit/� � ASSESSORS MAP 253 TOWN OF BARNSTABLE ' i ' �_._.. f f' PARCEL 17X-4 ASSESSORS MAP 253 IJMARK p, d4 r _ PARCEL 17X-2 r � } P 3 J j �Ti » t 1 f CIVIL� �`+,� t� ( � ' "" ,� ,,+•• :. •_ .., w„............... i f"r f ! F f t f �"'. Y ' f� tr� c f 1� ''. U1 i a ! f 1 d° ram..- ...w.+,..... ••...r......r n+"'....r^ f J3 r -.^..a.. -d { a r�. , f��i.t" 1 3t f J a E� ( t° f / { €` ,....•' • ^""`y. Ly".,,y •, ^"`' • p` . " s`f"' '{,' \ 4 �t �.,,/' -.../ ' IT "a` .. ' ." SHALLOW s�' �� ar 0`7 ' �, j .• ° .- / ! I f � � ....b. A �r f '''r `."k. l ( �e �� J', '`A�r3`'..'..•..._,_- �J'�J POND �e ��.�.� e t t .. g ti^ I t - px}" �"y r 1. g r. " I I r x ti f j f J J 4 R` S W 9fEDZ ,OF WATER ► °656't CORD PLAN �. 'F#z 6 '° °�g � f • �' . ,�. .• � �, 9.87' CALCULATION UNE ..�»---_-r r �- ; f '�`'{ .�� =f�1 •.e� +, ; '• F!Y � TO cA1_ ' ,�� i „•,.. -. �'i�t � tit�.r DATE , a � w � MARK D. DIBB ,, r + N/F PROFESSIONAL � i°•-. . •�� _, �'�; PROFES NAL ENGINEER HENRY # Y R I ' z; /y ; S �' 2--r_ .t"!CA C�" L3^ {''ir` ,r ;,•'' ,,°- "''r"�''' ,,rl Q '�,/ 'r` ....,,w" t ` •. `� fir. f , .• '" PA -' � r!9 tom' f ''c ,a<a=• ASS R MAP 2 t T�_ , RCEt 19B 04 j 53 k.�, i 1.17: � f r f(j./ �/ / J f fir' ` ° f NIG LOT 9 , O , 34 N , -. 0 � a , � � � � SITE PLANS f s t tv s *,' _ .. s; F Y AT�.`�'' �% , �3 . ,•.✓: !`' J,e` ,, ..d''� •�N F 4`•i -o:"" ,..,,..t`* .�`.. L ae '` ,,•.,{ in . .,.,,, ,;, �` i t <'„ + .4 f ?a I t ! _.„ j { ��y � > _-. &a •;�- ,, r*i / a / ' HE011<1 BARR-Y CLARK TR. f^ � ?r _ ? fat f A , & R MAP 7 1! <., ; ,r y - y a }1 Y. 7, c.1. 7 ,1'' �' t� / ASSESSORS 2 e , �S ,�. o •'ti, WE 3 t PJ(RC N a 1,565E 19 LAND fi , - t F d, ' i '' ` ,, �' tf .' ` `~ ".• • �$.� J �°' �` / 9 S. UPLAND Jp� I l t � , r / xfi / �Q ! d.lA ; �% :� ^ ." COMMERCIAL I1 973±S.F. WETLAND i r ' .. CIAL i _ r, .- 2 STORY W(" ?O I A A{NS ! - Tu j t P/ !{ of I en 1 103,938E IIF. "T£)IAL G� �', n �,. I y . :i t N 75'43'40Y W �I n x v f 4 { �- °'*• `o t' +t'li`r �'; a a F r:v , f' ti t ,.'^' w. 43 40' E t. WOOD � t" � /j ? L. ',�_, ry . 1 / - /OJ �r . 2.4�ACRE TOTAL `..-' r 1 4 S "`TU E i. `" 2 i.. ! F�r� 1 REDEVELOPMENT CC i I'i Pr _ t t.# JO • ,,,, NW s — '16 � W ,�8. 2' ' eF �1 a s1 1 a GF CdN CRr' j r�/� I �` / .r 3 ..p•.---n .. ',, f . ... v - L KCI Ff,NTf w I I �l rL `1555 & #1575 ROUTE 1* _ w _ d I — . E_ / ? r » r, i 11 ' ..,.. 'F' _-,....a Is{ .. -«' .r,"„" f 'i S �.S ! u r U J fr '•� ,&? r r S 4'15 30 W 334.,09•, ; } / 1 J. RI3- : 0: ! t �,�.,�. � � �.- ...1 f � _� W �, E 14'15 30 2�7 53 •- — ,� {,; � 1 ,t� S OP �. 1 Ft \ { •--, . s >+'� 7 .. ,: ' f/ 4 N # ?`.i ',4.r L L:h'*a.. i''" F.? '` L.. JYis s I ax4�_ ! ({s' >i O 1 �'► 1N LIMIT OF WORK _ 1 a \.ro ' 1a¢ •`� O' ,', r. N ".' .,,,,, „N,_ � ` _. '"""•'.. .,.."` f ....,�»'"` ¢ 9 `". �' :" „r a ,q F` e f� ^ :' J i _ 0t�r•• -_~-_- .. � ' � � ! ,,° - •� � f T�` f�R• _ _ __. w _ _ �. . Cam,:P ,� � — / FF 1 N 1 S (3-5-ECd�Oy \ \ m d r e£ ..,,r.._S S l J �� w > a k i rti 6 ', t. '�. »...,,.•-- `--...._ .._.,._.,. � � Lys �. (i a;xx ' ""^•,, '^w ... ,_. ._ _.,.:. ........... . ........,. .._,.�__,_,..�. w.._ { .�.� �''�{`ti, "' r• fP{ � �:}:j � f ,1 _ �. €� f ®_µ,. _ �. wr rf � 7 , , _ MASSACHUSETTS \YY �. 'p �fr i k a `+.., '°y .........».-.•^^.,'•" � P � .rf' � i lr� =..• ? °, Y ;r,yz. ['^N-•2am. . ! 7Jx ' ... """_ w,.,,„_,_.. ,•. ,_..._,....... ....._.>. '-.."` '^., ''yarl i j`s�, f 1 ' a.'s r`" -."1!'if'T ! " .ft '" �1� J eT*�f> j ate'& :<: } `' :---• .:_ 0 'a y`.. \` { I 4 `` I LEACH `IELD ", BARNSTABLE W m, "-, _ �•® ' I, Lf /J r{s� I � P1�OpQ Vj � f., a � f Q-, ' �. �`� .� +� °w. ' },,, .. \� r J , wx, e OFf 1 i"�UILDI m r s M.. t » , �1{1 Z _ r j�. 1 �' end. ' { $ l,,. ' 'i. .... } / > { t �V :1 1. 1 4rNRY BAR � & ROSE . TR. J ;IS _ FI A a> n ;r' t` O t SHALLOW r� A RS 2 1 ._ _ — PON =� -' i'° r SITE PLAN [sC,3_® OF B�" fi '� i t 4� Y' f �?_CID � � f' 1 � r�' 1 4 MA S��SO 5� � I 1�. a_..µ ; .. , 1. r` *,. 92,71 S.F. UPL 100.0] d�j .,., _ f' ', j 5,230t ,F. WET ND iy 'w. .F� f M j ' , J TI rsF \ � 5?a ` ¢ € x.•—— m».,- mow. w. P qv f n 9 549 _s # 22fA ly, sum.,` .. �t6` Ct d'k'J�;.:�i � - s"'-• ''-'"..,.._.�.._.-,'.,`w»,.... '' g� �'',��a .;,a ,.F. ',.u..° ��,..E "`M'.° �3 1 t = , /.jy, '`.', 0.'''.. � �J� 7 � i 4 �,^^'^, $ ,,� t , .,s....: ,.,„.,., x.,....... ... _.,,._ 7PSR `t S�'j• i, x ' Y i""^.,.. F r,y { " r APRIL 1 2007 �, � .` �'. �,,, .,1�� 1 � =t �• .4..«_. . �''(Ir�i , �° t'.� ,•-•f�"T � 1 � EXISTING LOCUS INFORMATION ss' ° a 7 �. W'G � M-.....�..�.. •....�.,...�.. t } 1 'a ,.,. +f ..•.•-^"^ 3, s. T, •^tom"¢ ...... ,s..... � --^•--v..,{�� r CURRENT OWNER: HENRY BARRY & ROSE P. CLARK TR. F` ' !� f` i `' ,�.i o . ,. t 493.86 TO CALCULA LiPIE S•Y4'15 0 W r , ._,. � ,,, 49 f EDGE OF WATER 540'f RE PLAN,, F 2.: as.. TO CORD f ,_... #1555 #1575 n , ...,'` f r ' ; � '��, 4 M t �T °r P � � f ++�jp^'' POST , y ."" ' / ! f a l l "„".. 1t • ``.. 3 .. E I y, 'Y' }j I i a t t P O. i AND TITLE REFERENCE: BOOK 13444, PAGE 205 BOOK 14236, PAGE 24 1 1 r I ? 1 $ [ 1 i ,�i ?.AI CC f j PLAN REFERENCE: BOOK 441, PAGE 63 BOOK 254, PAGE 2 � '�� ' " / �l � � ' '• • ! ` �Q ({ EX SnN 3 � ° `r ! i � ' TRUCI 1-- ASSESSORS MAP: 253 253 , os PARCEL: 16 19T & 19B Wr .1 NO. DATE DESC. I 1 5/8/07 REV. PER INFORMAL S.P.R. EXISTING TOTAL LOT AREA: 2.2t ACRES 2.4E ACRES o �j�.� ; j cv t� i d f 2 6/26/07 ADJACENT 7—UNIT RES COMBINED TOTAL UPLAND LOT AREA: 184,284t S.F. 4.23t ACRES / J ' --- - - "� °__.•.__ _ "T" ` �m � �. s i� � BLDG TO REMAIN COMBINED TOTAL WETLAND & UPLAND LOT AREA: 201,487t S.F. 4.63t ACRES N/F � v1 EDWARD T, STAFFORD t ASSESSORS MAP 253 ZONING DISTRICT: RD-1 HB 6� 100' 100' PARCEL 15S.,Cy SETBACKS: r f r 10' 30' ZONING COMPLIANCE TABLE 10' 20' MINIMUM LOT FRONTAGE: 20' 20' ZONING DISTRICT: HB — BUSINESS DISTRICT, RD-1 OVERLAY DISTRICTS MINIMUM LOT WIDTH: 125' 160, CRITERIA REQUIRED EXISTING PROPOSED WP REQUIREMENTS: 50% MAX. IMPERVIOUS LOT COVERAGE* 30% MIN NATURAL STATE** MINIMUM LOT SIZE: 87,120 S.F. 40,000 MINIMUM LOT AREA 40,000'S.F. 95,832t S.F. 95,832E S.F. NITROGEN SENSITIVE MINIMUM LOT FRONTAGE 20 FEET 154.23 FEET 282.75 FEET PROPOSED CONDITIONS,: TOTAL LOT AREA = 95,832 S.F.f ZONE: ZONE II IMPERVIOUS AREA = 44,978 S.F.f OR 47% MINIMUM BUILDING FRONT YARD SETBACK 100 FEET 69.6 FEET* 100.0 FEET NATURAL GREEN SPACE = 50,854t OR 53% FEMA FLOOD MINIMUM BUILDING SIDE YARD SETBACK MIN TOTAL 30 FEET 29.6 TOTAL FEET* 48.5 TOTAL * PREPARED FOR: ZONE DISTRICT: ZONE "B" AND ZONE "C" AS SHOWN ON 100% RUNOFF MAINTAINED ON SITE, DRAINAGE SYSTEM DESIGNED FOR 25—YEAR STORM PANEL 250001 0005 C DATED 8/19/85 MINIMUM BUILDING REAR YARD SETBACK 20 FEET 350 t FEET 229.2 EVENT PER REQUIREMENTS BROWN, LINDQUIST OVERLAY DISTRICT: WP MAXIMUM BUILDING HEIGHT 30' — 2 STORY 2 STORY 2 STORY ** PROPOSED DEVELOPMENT IS 100% WITHIN THE EXISTING DEVELOPED AREA FENUCCIO & RABER MAXIMUM SITE COVERAGE 30% — BUILDING 9% 10% 203 WILLOW STREET MAXIMUM FLOOR AREA RATIO 1 NA 0.1 RPOD REQUIREMENTS: IMIN. LOT AREA = 87,120 S.F. YARMOUTHPORT, MA 02675 MINIMUM PARKING FRONT YARD SETBACK 45 FEET 88 FEET 68 FEET TOTAL LOT AREA PROVIDED 95,832 S.F.t MINIMUM PARKING SIDE YARD SETBACK 10 FEE1 0 FEET 10 FEET SEPTIC SYSTEM REQUIREMENTS MINIMUM PARKING REAR YARD SETBACK 10 FEE1 0 FEET 155 FEET * ITEMS DO NOT CONFORM WITH THE TOWN OF BARNiTABLE ZONING BY—LAWS SITE RESTRICTIONS: ZONE II — AREA OF CONTRIBUTION i°� '��; BARNSTABLE GENERAL BYLAW 232-5(A): WASTEWATER DISCHARGE — 330GPD/ACRE MAX FOR NEW CONSTRUCTION 349 Main Street PARKING REQUIREMENT TABLE EXISTING FLOW: 22 RESIDENTIAL BEDROOMS = 22 X 110 G.P.D. = 2,420 G.P.D. Route 28, Unit D CRITERIA Rf�?UIRED DESIGN FLOW: OFFICE SPACE — 75G.P.D. PER 1000 S.F. W. Yarmouth, Massachusetts 02673 REQUIRED NUMBER OF PARKING SPACES 1 9ACE / 300 S.F. OFFICE PROPOSED FLOW = 18„260S.F. / 1000 * 75 G.P.D. = 1,370 G.P.D. 508 778 8919 1 SPACE f 200 S.F. BANK NET REDUCTION OF 2,420 G.P.D. — 1,370 G.P.D. = 1,050 G.P.D. © 2007 BSC Group, Inc. PROPOSED PARKING SPACE SUMMARY 2,500 �.F. BANK / 200 S.F. 12.5 SPACES PER TITLE 5 SECTION 115.002 (DEFINITION OF NEW CONSTRUCTION) AND A NET REDUCTION OF 1,050 G.P.D., SCALE: 1" = 40' 13,055 S.F. OFFICE / 300 S.F. 43.5 SPACES THE EXISTING SYSTEM 'SHALL BE UPGRADED TO CURRENT STANDARDS AS A REPAIR r 0 20 40 SO FEET 3 SPACES REMOVED FROM ADJACENT LOT 3 SPACES ISSUED FOR PERMITTING lJ FILE:48930—SP.DWG 59 SPACES REQUIRED NOT FOR CONSTRUCTION DWG. N0: 5698-02 52 SPACES PROVIDED JOB. N0: 4-8930.00 SHEET C3 OF C11 TOWN OF HARNSTAF MAP 26' ASSESSORS T(7WN C BARN STABLE � PARCEL 1 Y--2 f? L T,7'9-4, r , UP 1 �.1 j s i to �•"' S 1415*300 W 639t TO EDGE OF WATER 650't RECORD PLAN 619.87' TO CALCULATION LINE / j qq �`+._..-•• 1"' '"r .,.,✓' ta...y, [[ gg y' y j r��a.,....../! �.,.,,,. 'a.»..Y "ti..x". ^,w✓ � � I ))1 F ('� j' j{ }_„ fr O N ff ,. 11EN". O RRY & ROSE F. CL, lZ T - ASS SSO S MAP 253 � `� '• {r'sll!f$4Sg ? �' t�ARICl'•.e.. 9 jP FP RKIN !_0! ��a f k EXISTING DRIVE TO BE t f EXISTING PARKING TO REMAIN RELOCATED 1f ! ' a NiF €�#w`N,R�' PARR fi� ROSE 1._A.P`e E IN;, P "`, � ` . �', � j l ��(] �" �i � � � C1N1. H ASSESSORS. ? "' { ,z / DIRT ROAD TO d Of68 ?' C �, BE REMOVED AND REVEGETATEDf' • �7 �F•,vs _C�. I..°F r ':.� _ j to ``",,_ } ; f' l ` d � F t 1 _ r __. __„ ,» a __.,w.� ..,_»_ ` ,, FUTURE ROUTE ! F r TOT . 4.,:.1.1» o _ d, t , ., -�.: ,y�� ', - . '� � m .. 132 LAYOUT r ( € RESIDENTIAL BUILDING „ i'" "'_� `» (TO REMAIN)` LANDSCAPEDBERM l ti 3 40 E ns 1, � N 75'43'40" W r STORY �, � ' F.P 16.56' y � '' a u l �; / 17 / +�C C�G�oo7 ;f P� • - ' CCB - 16.54' �. °t I r�, y f 5 ` , � " � ' \` i � j 1�rt MARK D. DIBB DATE ��P o , --_• STAIR STRUCTURE TO f � f �, rf' r f1 PROFESSIONAL ENGINEER .5 BE REQUIRED MODIFIED AS O S I B -� F C MODIFY`EXISTING !#rh % G� •" `'"'I 15+ n� � REQUIRED ! �, ..- � C - - r ENTRY FOR o age TEMP ARY ACCE§§ _. . _ C - f PRO, ISLAND ' j' , f, �� _- _.._.. A�_,.__� _ SITE PLANS OPOSED a t , S _ s �_, CURB STOPS V - ( °tl _ .LIEF I . �. _138 BEAJCHM R ; °a ._ _ _ K 5'30" W 334,09' �' t . , f P --1 ZONVII, S 14'1 W ` 207.53' " . w _ Top OF A x _ • ,. � ° PROPOSED .. ..v~, , � ,.,.T .. ' _ _ _,. ErE _ f wo ��.. � �� > �` r Ao`"5z COMMERCIAL RAIN GARDEN #3 ; oo w r ZVtI: o , . , p tom. ,' I ' r E i.G..,'ING }�. _ _ __ .p ,» — _ _� _ � � —�_ � _ _ b�_ 'r7u ,fs REDEVELOPMENT - 9 0, - _ , KLK .` LIMIT OF WORK a i�0 VCC 6' CONC. WALK ,.._..._I HAYBALE/sILT �' �` �:'' a '' z PROPOSED COORDINATED COORDI TM f' ' #1555 & #1575 ROUTE 132 Ws 10D I" .A F N �' s FUTURE KIASS. 1 FENCE f 20 29.68 v S J?'.7g P 'Sw� 15 f/ `SIGN (TBD) ` 1 ' $ i / r' ..� ki HIGH.WAY PROJECT I00— _ _ r`.\ CONSERVATION AREAS co 2.OAC ` i$ 1N ` (AREA CONSISTS OF UPLAfD BETWEEN r LIMIT LINE AND Y L`AND) I*-.'-. ( ENT.D _____ __w. __ .,_ f I M f . o _-_ __ w a 6' CONC. WALK _. n.___.,,, ._.. _.°.__ .,__.__..__Y_ _4 .- , - .r ' = : ! . Cp °' HYAN N I S t� 6' CONC. 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" % _ - TO t"..RECORD p ,. v. _ v r r ") RELOCATE _ I ,. v EXISTING _. _.,'t _.,: �., g i. _ PLANTINGS �,A _ e #, 3 $1 tr # r I 5 1 .,_......., P 4 E.N sS r# s ..,,,7 I '� a '. '4.". �- �R, r POST t' �I >. 1 w.• /° f q ,-. 3, a �i U I t LEDVfARD l z's 1:-FO�1'D rI". '' . ` [ X ' i tw tF``` E i IS a`�,UCTrt PE A�S€�r S�r ��,P 2�� iA �� .I. sz..€� L ; fir. f t i € i !. ( D:"1 ar PROPOSED i OMH �i? f' ' � • -- i ! 1 2f ( DRIVEWAY <: fr �. t , / t PREPARED FOR: ` � fit` r ' BROWN, LINDQUIST rl �a . FENUCCIO & RABER { 11 203 WILLOW STREET 1' �' - � % YARMOUTHPORT MA 02675 k xF 1SUP j NBSC �-, ff �� -• �,' 349 Main Street c ,t . ,F Route 28, Unit D 1 rf . r$ W. Yarmouth, Massachusetts 02673 4 508 778 8919 � : f P ! Y * © 2007 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 FTC, ISSUED FOR PERMITTING FILE: 48930—SP.DWG NOT FOR CONSTRUCTION DWG. NO: 5698-02 SHEET C4 OF C11 JOB. 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F t� r# 1 ;' ' f, dr` " �J :. 4 8 ROOF DRAIN (TYP.) r _ __ __ �__ _ ,. �_. _A S o - , `, ` , -'`` y :; p HYAN N I S 6" Cl 01.0% € PROPOSED 2-STORY �' ♦ D s } OFFICE BUILDING aP P f 1 f �f i t Q• I t JAJ / '' J MASSACHUSETTS 18,260 S FT. �f , ' -, 13 17 c,-ACT F.F.=53.00 ;' } 2 ' r h 1 l � e; , I .:�, i= . , �s ` 5 � ;, '_ t E l.t,J BARNSTABLE ASSESSORS MAF 2,53 �� 12" aos ! � - ��L� -�. � � , � f` �{ /•� Z PARCEL 16 ' 1.!21,f�o i �__ _ _. _ _ _ __. _.. _ _ _ - _..-_. _ __ _. . G6TJ'vs? t? 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SYSTEMe39. _ 10 WIDE `' 4 I---_- a � `a'RU u r IMF 1�5 15 p0 �, � TRANSFORMER TBD (P R EMERGENC OVERF OW n iy x FD y „? �} m '�" ta N f LOCAL UTILITY COMPANY? .. � L., E,.�l��f�"^ -'-- I ,.._........_.€ �a,.�''�'-•-•..---`--.._ ._._.......,............,.•..._.._.._.m.._M_.......,,..... ....., _ �Pyi� ti....,4 � ,.,r f i ';P.. W� W' ',L 6" RD ' 12" ADS , �1I � �� ,. Rf ,� ��•�, EF``"'t.� '„� •Q �` � �• _.�..�� 0'I.O� � � . � ,,',,.� � �` � C #C G G ---- -- c CC NO. DATE DESC. X11 -..•... t S14'15 30 W _... .... __-. .. }_ 4 TO EDGE OF 5##1 D flLAN 5 ~r f: i 96t WATER t---RE 1 5/8/07 REV PER INFORMAL S.P.R. `' n 2 7 ADJACENT 7-UNIT RES E F •�' 1 { E 6 26 0 _F, - _ s_._� a F INFILTRATION �`Y�TEI " 4 I =50.80 i -" 3! 1 rY fit f d t ''° .� / ' NS'"C1�91^R, J �f __ f_ _ "^r `"- 1 f _ Mv I e_s �,. w OPO`�ED `�._ � z F B?i�(NCB u� l31N-� -.,.._, � _._..,..._., _l,. 3 IN =47.30 � ` R t �.•��, \ ,, �.._..._.. ..... "'""'�3 � �-�-�2:�0=a�...._......._._ \ �� (PITCH `. AL � I ?� � .� ••.t� ,_- -, -. VENT � H�; BLDG TO REMAIN _. - --_ ---- " , � € R 3 = 51.47 \ ! j GAS LINE PER LOCAL f 3:,_. , TO DRAIN) d ti CB 4 fly ryi ! N/ I I� I V. A = 8.00 \ I't�tST ttl? 1 UTILITY COMPANY $ r I I t ^t[" T. •7 C't.ti,ti _ °:f� \ w l ,: f Rt =49. I V. B .00 III_ FENCE � REQUIREMENTS F 7 t t� a p [ ry--•_.........,,,., J 1 „`el{,R"'P'ih SJ t'M'� 71 77' 97i�"'4� 7 r'S. E 1,[) 7R, FS'i IN =46. 9 aI f� t� F S 3Se,, 53 I V. C _ 7.60 i y _{I� F NSF'" f; as fl r' RC!7 I V. D 7.00 a � �� DG ja T. T E_ .00 4 L 41I}/ ra t S I `� f X 'A ! ?' :g' { .; 4e`.- rrlY.`.• FJ I�.`i..[ . � Y m .....m... _..,_....... -.-..,_... ...W.. . -�,..a'."=�`t \ # in DMH f { f t L j' AlI;�I? 11-4005 PARKING i DLa� j y tS d f! rt f t f i t CONSTRUCTION NOTES: CONSTRUCTION NOTES (CONT): UTILITY NOTES: UTILITY NOTES (CONT): PREPARED FOR: 1. IN GENERAL, THE PLANS ARE DIAGRAMMATIC AND ARE NOT 8. ALL PAVEMENT MARKINGS, IF ANY, DISTURBED BY 1. PRIOR TO RECEIVING AUTHORIZATION TO CONSTRUCT, ALL 7. ELECTRIC, TELEPHONE, CABLE. AND GAS UTILITY SIZES, AND INTENDED TO SHOW EVERY FITTING, CHANGE IN DIRECTION OR CONSTRUCTION SHALL BE RESTORED AS PART OF THIS WORK. MATERIALS SHALL MEET THE STANDARDS AND RECEIVE SHOP APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH BROWN, LINDQUIST DETAIL OF CONSTRUCTION. DRAWING APPROVAL, BASED ON MANUFACTURERS DRAWINGS AND REQUIREMENTS OF THE APPROPRIATE UTILITY COMPANIES. 9. THE CONTRACTOR SHALL INSTITUTE ALL SAFETY MEASURES OTHER DATA. FENUCCIO & RABER 2. THE CONTRACTOR SHALL GIVE ALL NOTICES, COMPLY NTH NECESSARY TO PROTECT THE PUBLIC SAFETY. THIS SHALL 8. THIS PLAN HAS BEEN PREPARED AS A SCHEMATIC 203 WILLOW STREET ALL LAWS AND REGULATIONS, OBTAIN ALL PERMITS NECESSARY. INCLUDE, BUT NOT LIMITED TO, BARRICADES, SIGNS, LIGHTING, 2. ALL PROPOSED STRUCTURES, PIPES OR UTILITIES CONNECTING REPRESENTATION OF THE PROPOSED ELECTRIC, TELEPHONE, GAS AND PAY ALL FEES ASSOCIATED WITH THE INSTALLATION OF THE FENCES, POLICE DETAILS, AND ANY OTHER MEANS AS DIRECTED. TO EXISTING STRUCTURES, PIPES OR UTILITIES SHALL BE MAIN AND WATER SYSTEMS. IT IS NOT THE INTENTION OF THIS YARMOUTHPORT, MA 02675 WORK. NO TRENCHES ARE TO REMAIN OPEN OVERNIGHT. VERIFIED FOR LOCATION AND ELEVATION BY THE CONTRACTOR DRAWING THAT EVERY DETAIL, DEVICE, ITEM OR PIECE OF PRIOR TO CONSTRUCTION. ANY DISCREPANCIES NOTED SHALL BE EQUIPMENT BE SHOWN. FINAL DESIGN AND APPROVAL MUST BE 3. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, 10. ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE REPORTED TO THE ENGINEER. OBTAINED FROM THE RESPECTIVE UTILITY COMPANIES FOR SUPERVISION, TOOLS, EQUIPMENT, FUEL, POWER, SANITARY ONLY AND WERE COMPILED ACCORDING TO AVAILABLE RECORD LOCATION OF TRANSFORMERS, CONDUITS, GAS METERS AND FACILITIES AND INCIDENTALS NECESSARY FOR THE FURNISHING, FROM THE VARIOUS COMPANIES AND PUBLIC AGENCIES. ACTUAL 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONNECTIONS TO BUILDINGS. NBSC ��PERFORMANCE, TESTING, START-UP AND COMPLETION OF THIS LOCATIONS MUST BE DETERMINED IN THEFIELD. BEFORE ADEQUATE RECORDS OF THE LOCATION AND ELEVATION OF ALL WORK. DESIGNING, EXCAVATING, BLASTING, INSTALLING, BACKFILLING, WORK INSTALLED. THE CONTRACTOR SHALL PROVIDE THIS 9. AT THE COMPLETION OF OPERATIONS, THE CONTRACTOR GRADING, PAVEMENT RESTORATION, REPAVING OR OTHER INFORMATION TO THE ENGINEER FOR USE IN PREPARING SHALL BE RESPONSIBLE FOR CLEANING ALL NEW AND EXISTING 349 Main Street 4. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS CONSTRUCTION, ALL UTILITY COMPANIES MUST BE NOTIFIED AS-BUILTS. DRAINAGE STRUCTURES OF SAND, SOIL OR OTHER DEBRIS. FOR THE SAFETY OF PERSONNEL AND PROTECTION OF PROPERTY INCLUDING THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS Route 2$, Unit D AT THE SITE ADJACENT THERETO INCLUDING, BUT NOT LIMITED PLAN. SEE CHAPTER 370, ACTS OF 1963, MASSACHUSETTS. 4 UNLESS OTHERWISE NOTED ON THE DRAWINGS OR IN THE 10. INSTALLATION AND TESTING OF THE WATER MAINS, SERVICE W. Yarmouth, Massachusetts 02673 TO, TREES, SHRUBS, LAWNS, PAVEMENTS, ROADWAYS, CALL "DIG SAFE" AT 1-888-344-7233. BSC ASSUMES NO SPECIFICATIONS, ALL PROPOSED DRAINAGE PIPES SHALL BE 12" CONNECTIONS, GATE VALVES/BOXES, HYDRANTS, AND FITTINGS STRUCTURES AND UNDERGROUND UTILITIES NOT DESIGNED FOR RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF ADS PIPE. SHALL CONFORM TO THE TOWN OF BARNSTABLE REQUIREMENTS. 5087788919 REMOVAL, RELOCATION, OR REPLACEMENT. UTILITIES OMITTED OR INACCURATELY SHOWN. BEFORE FUTURE CONNECTIONS, THE APPROPRIATE UTILITY ENGINEERING 5. ALL DRAIN MANHOLES SHALL BE 4' DIAMETER UNLESS 11. SIZE OF GAS LINE TO BE DETERMINED BY KEYSPAN GAS. 5. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE DEPARTMENTS MUST BE CONSULTED. OTHERWISE NOTED. © 2007 BSC Group, Inc. MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES 12. ALL PIPING WITHIN 10' OF THE PROPOSED BUILDING TO BE OF CONSTRUCTION REQ0RED FOR THE INSTALLATION OF THIS 11, ALL METHODS AND MATERIALS SHALL CONFORM NTH THE 6. UNLESS OTHERWISE NOTED, ALL EXISTING UTILITIES THAT CAST IRON PER MASSACHUSETTS STATE PLUMBING CODE. SCALE: 1" = 20' WORK. MASSACHUSETTS HIGHWAY DEPARTMENT STANDARDS AND TOWN SERVE EXISTING USES/BUILDINGS, INCLUDING BUT NOT LIMITED MMMMENNi OF BARNSTABLE REQUIREMENTS. CONTRACTOR TO COORDINATE TO, DRAIN, GAS, TELEPHONE, CABLE AND ELECTRIC SHALL BE 13. ALL EXISTING SEPTIC COMPONENTS TO BE PUMPED AND 6. ALL MATERIALS SHALL BE NEW AND FREE FROM DEFECTS AND WTH THE PLANNING BOARD'S AGENT REGARDING CONSTRUCTION PROTECTED. THESE UTILITIES AND OTHERS THAT SERVE ABANDONED IN ACCORDANCE WITH TIME 5 REGULATIONS ISSUED i �` 0 10 20 40 �� OF GOOD QUALIT u. INSPECTION REQUIREMENTS. ADJACENT PROPERTIES SHALL REMAIN IN SERVICE THROUGHOUT 1 S S L,J E D ('O R PERMITTING CONSTRUCTION. FILE: 48930-S P.DWG 7. THE CONTRACTOR SHALL KEEP THE PREMISES FREE FROM THE ACCUMULATION OF WASTE MATERIAL AND OTHER DEBRIS NOT FOR CONSTRUCTION DWG. N0: 5698-02 RESULTING :'ROM THIS WORK. SHEET C6 OF C11 JOB. N0: 4-8930.00 SOIL TEST PIT DATA: SYSTEM PROFILE: NOT TO SCALE DESIGN CRITERIA: GENERAL NOTES: VENT / EXISTING FLOW: 1. THIS PLAN IS FOR DESIGN AND CONSTRUCTION OF THE 7. EXISTING UTILITIES WERE SHOWN IN THE DRAWINGS ARE TEST PIT 1_ TEST PITS Top FOUNDATION WH CHARCOAL FILTER SEWAGE DISPOSAL FACILITY ONLY. APPROXIMATE. THE CONTRACTOR SHALL BE RESPON- SIBLE GRD. EL. 52.6 GRD. EL. 53.2 L= 53.00 22 BEDROOMS ® 110 G.P.D./BED = 2,420 G.P.D. 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL FOR PROPERLY LOCATING AND COORDINATING THE PROPOSED EST. HIGH GW. NA EST. HIGH GW. NA CAST IRON COVERS TO GRADE CONFORM TO MASS. D.E.P TITLE 5 AND LOCAL BOARD OF CON- STRUCTION ACTIVITY WITH DIG-SAFE AND THE EL=52.98 HEALTH REGULATIONS. APPLICABLE UTILITY COMPANY AND MAINTAINING THE EXISTING UTILITY SYSTEM IN SERVICE. DIG-SAFE SHALL BE NOTIFIED PER 3. ALL PIPES LOCATED UNDER PAVEMENT OR TRAVELED WAY THE STATE OF MASSACHUSETTS STATUTE CHAPTER 82, SHALL BE SCHEDULE 40 OR EQUAL. SECTION 409 AT TEL. 1-888-344-7233. THE ENGINEER DOES FILL FILL 4" PV DESIGN FLOW: 4. THERE ARE NO KNOWN PRIVATE 4ELLS LOCATED WITHIN 150 NOT'GUARANTEE THEIR ACCURACY OR THAT ALL UTILITIES AND 4 18,260 S.F. OFFICE SPACE ®75GAL/1000 S.F. FT. OF THE PROPOSED LEACHING FACILITY NOR ANY KNOWN SUBSURFACE STRUCTURES ARE SHOWN. LOCATIONS AND WELLS PROPOSED WITHIN 150' OF ANY KNOWN LEACHING ELEVATIONS OF UNDERGROUND UTILITIES TAKEN FROM RECORD EL = 50.1 30" EL = 50.2 36" �B I=D PROPOSED LEACHING FIELD I=H CAP END 18,260/1000 x 75 = 1,370 GPD FACILITY. PLANS. THE CONTRACTOR SHALL VERIFY SIZE,REQUIRED LOCATION AND 5. WITHIN LIMIT OF EXCAVATION REMOVE ALL TOPSOIL, SUBSOIL INVERTS OF UTILITIES AND STRUCTURES AS REQUIRED PRIOR 9 OUST NET REDUCTION = 1,050 G.P.D. AND OTHER IMPERVIOUS MATERIAL TO THE START OF CONSTRUCTION. III I=E DIST. BOX Z 1=J 6. REPLACE ALL EXCAVATED MATERIAL WITH CLEAN 8. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A C GRANULAR SAND FREE FROM ORGANIC MATERIAL AND GARBAGE GRINDER. A GARBAGE GRINDER IS NOT M. SAND I=G REQUIRED SEPTIC TANK: DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS OF RECOMMENDED DUE TO RECOGNIZED ADVERSE IMPACTS TO THE 1OYR 7/4 C 4500 GALLON 0 DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. THE FILL LEACHING FACILITY. COARSE SAND SEPTIC TANK _ f 1,370 X 200% (1ST COMPARTMENT) = 2,740 GAL. 10YR 7/3 I-F 1,370 X 100% (2ND COMPARTMENT) = 1.370 AL. INCHES. A SIEVE ANSHALL NOT IN ANY MATERIAL ALYSS, USING A LARGER THAN TWO 9. EXITING INVERTS ARE TO BE CHECKED BY THE CONTRACTOR #4 SIEVE, SHALL BE PRIOR TO CONSTRUCTION. PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL UP TO HIGH WATER EL.=K 4,050 GAL. 45 X BY WEIGHT OF THE FILL SAMPLE MAY BE RETAINED ON N THE ENGINEER IS TO BE NOTIFIED OF ANY FIELD CHANGES SEPTIC TANK REQUIRED THAT MAY BE REQUIRED. EL = 42.6 120" = 4.500 GAL. THE #4 SIEVE. SIEVE ANALYSES ALSO SHALL BE PERFORMED SEPTIC TANK PROVIDED: ON THE FRACTION of FILL SAMPLE PASSING THE #4 SIEVE DATE: EL = 43.2 120" SUCH ANALYSES MUST 1ST COMPARTMENT PROVIDED = 2,980 GAL MEETS EACH OF THE FOLLOWING SPECIFICATION THAT S: MATERIAL 5/16/06 DATE: 2ND COMPARTMENT PROVIDED = 1,420 GAL 100 X MUST PASS #4 SIEVE (4.75 mm EFFECTIVE PARTICLE tNOF TEST BY: 5/16/06 SIZE) THE BSC GROUP, INC. TEST BY: 10 X-100 X MUST PASS #50 SIEVE (0.30 mm EFFECTIVE WITNESSED BY: THE BSC GROUP, INC. INDICATES VARIANCES REQUESTED: SIZE OF LEACHING FACILITY REQUIRED: PARTICLE SIZE) � M DON DESMARAIS WITNESSED BY: 7 OBSERVED 0 X-20 % MUST PASS #100 SIEVE (0.15 mm EFFECTIVE Nw�7 PERC. RATE: DON DESMARAIS GROUND WATER NONE DESIGN PERC. RATF- <2 MIN./ INCH PARTICLE SIZE) 0 X-5 % MUST PASS #200 SIEVE (0.075 mm EFFECTIVE MIN. INCH PERC. RATE: LONG TERM APPL. RATE 0.74 G.P.D S.F. / �-MIN./INCH INDICATES / PARTICLE SIZE) SOIL EVALUATOR PERC. 1,370 GPD / 0.74 GPD/SF = 1851 S.F. MARK DIBB SOIL EVALUATOR TEST SOIL CLASS: MARK DIBB DATUM : l tL tee7 INDICATES SIZE OF LEACHING F AGILITY PROVIDED: ADDITIONAL SEPTIC DETAILS 1 SOIL CLASS: EUNSUITABLE l VERTICAL DATUM: N.G.V.D. MARK D. DIBB DATE 1 MATERIAL 68' X 28' - LEACHING FIELD DISTRIBUTION BOX - SEE SHEET C8 PROFESSIONAL ENGINEER L.T.A.R. BENCH MARK USED: HEADWALL BOTTOM = 68' X 28' = 1904 S.F. INSPECTION PORT - SEE SHEET C8 0.74 G.P.D./SQ.FT. L.T.A.R. BENCH MARK SET: ELEVATION 52.98 1904 S.F x 0.74 GPD/SF = 1,408 GPD 0.74 G.P.D./SQ.FT. NOTE: EDGE OF WATER ELEV=34.5 ASSES IISE 3 'r i` SITE PLANS LEACHING FIELD DETAIL: NOT TO SCALE 4" PVC (SCH 80) r� iI � �° fr PERFORATED VENT PIPE I �` / i �' 1 I fK1!ti skir r �' I_ ,caS N µ; j i 1 f 9 t PROFILE 36" MAX COVER VENT x ! .�`a.� (, j 3 y � j COMMERCIAL BIT. PAVEMENT ^ FINISHED GRADE t {} J VENT ENDS _ r REDEVELOPMENT 1 9 � �' ,�,. }? r ! i �<.�'"''-"..w ..,„•, .,� �� I\ 4 ' � j �,' Lam: � �� 5� F � , � ,.•°`. ..� it �t � � � , � r �! f� 1� �! l 7f Y _ 45' BENDS P ttt r ( r Bt�C �.OQ�' .�. ,• ,�' � ;�--�` .. I INFILTRATION SYSTEM 1 �-�...,• �, ; , � I to f �, 4' PVC o � e e e + e a + e o + e o CAPE OF LATERAL - f �'' °d°a q•►a a a �a j `` i -` ` LP 6, 7, 8, s ,o, ,,, I2 �, - � #1555 & #1575 ROUTE 132 O+ O O+ O+ O O+ O O+ O O+ O+ �'i a°rf, ;if P►f c °rf cc 4t�°a�if�s°a of� f \ » ( RIM 6=52.35 �Ab �4 �� ^►� 6 DEPTH _ r \ f ! f RIM 9=52.70 ? o+ o+ ov o 0 0+ ev a o+ o o+ o ev o + e o + ov ovo o M a \ a aq!° RIM 12=52.45 iN ''-�. "CIE' r t �_� ,,`•- � �� - ''� POLE TO BE LEVEL BOTTOM "'- °...r r CB 3 I ," e ( "1, 68' �• i �' I L ) E,. RE ` GAPED ! r �' ' HYAN N 1 S RIM= 1. 0 I 1 36" MAX. - 12" MIN. COVER ,34 �. f <>,:',� 75'43'40" W Cv `` RM I ) f �* , / ' r ' ' J �` MASSACHUSETTS 290 MIN. FINISH GRADE BIT.. PAVEMENT .• � `' '"`r• � �`'`�� r-�,r,aarw �" ��\ "'•~ -..-._. BARNSTABLE 3:1 MAXIM (5) 4" PERF., PVC (SCHD 80) sw4 f. I_ ` + + `4 + o + S 1 `16' Q"W: 78.52' - _ t t � ; 1,.� i 6" �3°O�` °+ a' ,Pf`�9°�°an + ` ° 2" MIN. OF 1/8" TO - VF w_.. .. II s _ ".� .w_ r 11/2" WASHED STONE �� -' . _. I _.. 1 �� / ilC�� / / � \ r` / .f._w......` ."..• GAS 'J, n,..,..,. n,.. _ .......,._...... 3 f/ _,,..,.,.,,,... y-'........-... „.s' zy_....,. ,..__.........••,. -E'.iw:"""�� .�.� M.,_...�. _...gin,_.- !b `r;;, tlr ...ww !�r?('r wsj/� t �, SEPTIC _, ._ _ _ , 4' 5' 5' 5' 4' I F �`� - N I41F`� p W w W a __ Y _a --- ` BENCHMARK: / PLAN �. ' W W W W W !K W W I lj hti r: - .Iw;;>t'', w w a� w 1v - i± ; TOP OF 3/4" T 1-1/2" DOUBLE HEADWALL r . WASHED STONE (NO FINES) } r F �. �T�Y ^ r F # E = 4 � REV. 52.9 f CROSS-SECTION I - I r� I. y ,� : as�I Fftr ° APRIL 11 , 2007 STRUC ,, 4,500 GALLON INVERT ELEVATIONS: r r 2-COMPARTMENT /�ti jJI i h s H-20 SEPTIC 2 S 0".fir a TANK '�+DOD F' AME CB J j. FINISH FLOOR I 2s.s8 I I " , c4.r :+ ' x 53.00 A f 26 �_._ _ _ _.•-,,,,, � 4 CI O 2% » ~" RIM=52.00 f .3 � +� � I " ; "o 50.49 B °o. j, , 4 INVERT AT BUILDING F N a x . 4 INVERT AT SEPTIC TANK IN 50.13 C 4" INVERT AT SEPTIC TANK (OUT) 49.88 D ` 'r f E C A OUT PROPO%D I , C=. r o r f !' N ' '`1 NO. DATE DESC. " 49.34 E 4g �` v' D-BOX DB-9 RAIN GARDEN 4 INVERT AT DIST. BOX (IN) i a o. ( > i �' ;t , , !p !` 10.00 ° P N 30.34 0`O 8 W/MANHOLEr x / !,a /k /s�; j 9` ,' [ 49.17 F 25.00 ! y ! ! x,f 1 5/8/07 REV. PER INFORMAL S.P.R. 4 INVERT AT DIST. BOX (OUT) w �20.52 a `� ►� �� ; �,f ; _ _, n� c!�► A i ' ,rt �z % �, ' 2 6/26/07 ADJACENT 7-UNIT RES } t _ _ _ _ _ r e �ll ` " INVERTS AT LEACHING FACILITY: �8 $' r ��;- -ry -=~ --�-- ---� -- _.•. - ' i / %, Ffr J fr � ,; BLDG TO REMAIN 4" INVERT AT BEGINNING PROPOSED 2-STORY f I I OFFICE 13UILDING OF LEACHING FIELD 49.00 G BREAKOUT 49.50 18,260 SQ. FT: 17 f F.F.=53.00 L �-`-�' f1 ,` 1'i f; �r f b02 r� 4" INVERT AT END . , �� i j¢ / T' t OF LEACHING FIELD 48.72 G rr , SLAND y r I � �. _ . ! ! .._ _ _� .. . 6 ! i N '10 Nr fi1 y} m ELEVATION AT BOTTOM 10.00' f{{ ' 29.65' o a cr oa t „� o .g 20.00 �o I V ! INSPECTION, ! ; J l �` 1 ' Q• OF LEACHING FIELD 48.22 H o �. _ 11.s8 l� , ; I r ;f ; OBSERVED GROUNDWATER 50•00 ) ( ! -� ' c>, _ PORT TYP NO 0 21.g 2 s 42.60 J BOTTOM OF HOLE �' `� � '` � � 5 � � � ��. �.�. ..- r � � e•� i { d'• r (; 4 ITj , i IN 4TR4'TION SYSTEM #3 - 8 RESERVE AREA 8 X 2 I l •_�.irl? r RIM 4 �• r w r, "`Tt T` SEPTIC TANK DETAIL: 4,500 GALLON H-20 w _ }w =49.50 n wro! s, "� �f �- 8 X 28 I ; � / _ �� 7 RIM 5�49.10 r �.€ _ _._ ! kt I t I f j� :, AB ORPTION S M t� „ ,+ �'"` '�-, t � �r� �! ,� PREPARED FOR: SHOREY ST-4500-H-20 0R EQUIV. ` - �r r' �` I SEt SHEET CACHING � `! BROWN, LIN NOT TO SCALE } t,. -., �. QUIST x Ir �, � fri • D 1 7 s ! a�Rr`` 00 ANSFORMER TBD pR h �l I i ,�� , 5. , � FENUCCIO 8c RABER 5. INLET AND OUTLET TEES TO BE CAST IRON x ��• � " NOTES: 1. SEPTIC TANK SHALL BE STEEL , E�1.?�..t. �� : -- SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. �.. `t . f I �'' 2 �N S� `'LOCAL UTILITY COMPAN REINFORCED CONCRETE. _ _ `�N - �- -- - --__ , ;- - y, - _ .. .r �' 203 WILLOW STREET TEES TO BE CENTERED UNDER MANHOLE COVER. .' r t r"'"""�` ^- _w _ j. , t w _._-. 2. SEPTIC TANK TO WITHSTAND H-20 LOADING ; ��:.i L �- YARMOUTHPORT, MA 02675 CONSTRUCTION SHALL BE WATERTIGHT. F 1 _ 3. ALL PIPE CONNECTIONS AND CONCRETE - " �`'•' ��. �',. ""' � ta' _ - �,.�" ,t 1 r 4. FILL ALL UNUSED KNOCKOUTS WITH 3 24 DII4 C.I. HEAVY DUTY MANHOLE COVERS f MORTAR. TEE TO BE UNDER BROUGHT TO FINISH GRADE y --• a` - M , � ; t r` _� j 12" MINI. a 4b! e / t .. ,,.� `� O• a }y4. eJ - i j '� ( f M.H. OPENING � II/ Fj " i r rLD-g- KBSC6 __ lER 5#fl t RECORD PlJI1h1 ,,_ �" c^RAISE M.H W 6 ` �6f TOp�sE OF WA __ , {r `+ 1 r.. 17'-0" SEWER BRICK �. . _�: ; . r I� > °�§ w._3 _.____ _s __,._.__ r _ TM 5 ` } t ' 349 Main Street a, r�F,.'S r,#EM I _oC� � �.t 3�a � _... C� ,_ �� NFlL � IM=50.80 � +� r !i a �r _. _. 16'-0" ac MORTAR 41 ., . . ,. 1 C INKS _,_._,_ '__ ,. _ __ __._ - _ Y.__._ �TRA 03 ATE �� --PROPOSED `�f ' s:.;t � t�# t Route_ f i 28 Unit D ORMA WATER __ RM _ , _ .. m �R , _.. VENT (PITCH / { » ,; }aI.r< tI �' R 3 = 51.47 �-r` r I�I� ( f ' ! W. Yarmouth Massachusetts 02673 3 �� CB 4 I1 . I arr �i f I , �\ r PTO DRAIN) UTILITY COIri1PANOCAL , 10" 29" Xr�r?N' a i i1' `� �y t F�r�T Atu^ PRECAST SEPTIC TANK " c� #: $ , �_RIIF - f 5087788919 ,r 4 RI =49. r C RD, ,..,a ,� U .U,. . [n ,r r� 7-0 INLET TEE 1 7'-6" I {, C y M4" 25 r , t ' �. \, q REQUIREMENTS � _ % 1 'o EI R , tOs CE r r 6'-O» » 0 10.5' 6" 5.0 " ° ,. 4 \ I t f .. /y r C 2007 BSC Group, Inc. _- p T f p3 /f 1 � � � � �.r� �. 4• '� l I JJf r O � z g 6'-4" MIN. (c�►s° conrna) ir; r_ Jis -,< `q- H , " _- f j `;,! SCALE: 1 = 20 : LIQUID DEPTH a' EWAUZER HOLE 0 10 20 40 FEET "' Vic.. .`� +,.: -_W.-."d�": : _ a`.'Q:.•.�s �• ..� ,t r �j �,rft,r, „.., r 01 O+ » P Ts M ,� �., f. (t,4r: I r` DMI fJ R 7 £ a BOTTOM ON LEVEL STABLE BASE a S S U� TOR PE RM I p I N G 6 � 1 i , xt� ,t rY• i FILE: 48930-SP.DWG PLAN VIEW » i i lr� �/+�r, �y, \ ! 170 �¢ f �1 C T T 6" MIN. 3/4 To CROSS-SECTION VIEW D (� �' A %fit 0 ['0 R'CONS 1 R i 0 N DWG. N0: 5698-02 1 1/2 " STONE - r / SHEET C7 OF C11 I�MH r`' ,� } JOB. NO: 4-8930.00 2' TO 4' Cj 5" MIN. ' PRECAST UNIT 12" CRUSHED STONE BASE ALTERNATE ECCENTRIC CONE SECTION BASE DETAILS 8" DIA. INSPECTION 24" SQUARE NO. OF OUTLETS 9 COVER (NEENAH j IOPENING 3"x6"xl2" FINISHED GRADE (TYP I PATIO BLOCK R-1974-A) BROUGHT �L _5 MIN N TO FINISHED GRADE COVER REMOVABLE I 3" WALLS NOTES: 48" DIA. MANHOLE ��:%+. +,y::v�y'::v' '. v+ v 5 1. DIST. BOX TO WITHSTAND H-20 LOADING — Q 2. PROVIDE INLET TEE OR BAFFLE WHERE ---- 1 1/2" MIN' ALTERNATE TOP SLAB (�) BIT. CONC. PAVE. " SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR 1/8" TO 1/2- T 20 IN PUMPED SYSTEM. FRAME AND GRATE PER WASHED STONE \ \ 6" 9,5" OUTLETS ; 8 3. FIRST TWO FEET OF (PIPE OUT OF DIST. MUNICIPAL STANDARDS �, �_ �, CRUSHED STONE 3" MIN. ;.v , BOX TO BE LAID LEVEL. J A a e� ce oo� o 00 0 00� oe� (TYI'.) , . i,\` a ayo �a� �a� ��$ 4,° 4" 8" MIN. -'— �'� � 4. ALL PIPE CONNECTIONS AND CONCRETE BRICKS MAY BE USED BOTTOM ON LEVEL ,N� CONSTRUCTION SHALL BE WATERTIGHT. JOINT DETAILS ' " " FOR GRADE LEACHING FIELD L� G` 2-0 f 1 ADJUSTMENTS. FRAME G� STABLE BASE 1 1 M2" CRUSHED 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. CROSS-SECTION DISTRIBUTION LATERAL / c� w of oz y DIAMETER TO BE SET IN FULL L� � STONE BASE w00 a FF� d: BED OF MORTAR. ��G\ ILd N SEE JOINT DETAILS �NOF w8 w M PROVIDE "V" OPENING 3/4" TO 1-1/2- 30" o z -� 4'-0"f 1" DIAMETER GROUT ALL AROUND DOUBLE WASHED 4" MARK D. 4J o ,� PERFORATED ass =cn u r R OUTSIDE OF PIPE STONE (NO FINES) PVC PIPE SCH. 40 30" CIVIL � w w ir.. & 2" CLEARANCE FROM SAND TO _ > PRECAST DIST. U No.45W7 ~ NOTES: -' —MORTAR ALL JOINTS ABOVE PEASTONE BOX T z (NO STONE IN J, 1. ALL PRECAST JOINTS TO BE 5" MIN. "EXTERMINATOR" TRAP PIPE) TO BE USED SEALED WITH BUTYL RUBBER. o AS A VISUAL �8 2. DESIGN TO CONFORM TO i INSPECTION PORT H-20 LOADING. PLAN VIEW . 3. CONTRACTOR HAS THE SEE BASE DETAILS MARK D. DIBB DATE %;6 OPTION To USE ALTERNATE TOP SLAB. —12" CRUSHED STONE BASE OBSERVATION PORT DETAIL. DISTRIBUTI0N B0X DETAIL. PROFESSIONAL ENGINEER PRECAST CONCRETE CATCH BASIN NOT TO SCALENOT TO SCALE SCALE: NONE SITE PLANS HYDRANT MANUFACTURER VARIES COMMERCIAL CONFORM TO LOCAL FIRE (SEE LOCAL FIRE DEPT. REQUIREMENTS) 'rt MAIN DEPT. STANDARDS ADJUSTABLE VALVE BOX PER LOCAL CROSS COUNTRY �—PAVED REDEVELOPMENT ROTATE HYDRANT WATER DEPT. STANDARDS HYDRANT TO BE ADJUSTED AS REQUIRED FINAL GRADING TO GRADE AS REQUIRED / 1 (2 OR 3 WAY CONNECTION FINISH GRADE PAVEMENT AS REQUIRED #1555 & #1575 ROUTE 132 AS REQUIRED) \\ \\/\ \\ z EXIST. GROUND \r �i� �/� R SURFACE- COMPACTED GRAVEL TRENCH WIDTH, Ws OR Wu 1N ADJUSTABLE VALVE BOX 6" MIN LOAM AND SEED AS REQUIRED I II PER LOCAL FIRE DEPT. I D WU Ws HYAN N I S 1 STANDARDS FINISH GRADE 3 COMMON FILL MATERIAL (SEE SPECIFICATIONS FOR S DIAMETER OF PIPE UNSHEETED SHEETED MASSACHUSETTS 1 o COMPACTION REQUIREMENTS) �\ 12" AND SMALLER 3'-0" 4'-2" \ I w i �\ 15" 3'-2" 4'-4" BARNSTAi3LE o --- SHEETING, IF USED, SHALL BE LEFT 18" 3'-6" 4'-8" o0 —Wu/2 Ws/2 IN PLACE, BELOW 12" ABOVE PIPE UNDISTURBED EARTH 0 c CROWN, EXCEPT WHERE OTHERWISE z_ 21 6" GATE VALVE / 6" GATE VALVE INDICATED OR DIRECTED " 3'-10" 5-0" R N COLOR-CODED WARNING TAPE PLACED 24" 4'-2" 5'-4" DETAILS M.J. FITTINGS / FITTINGS (TYP.} �j " CLASS "C" CONC. o WATER MAIN rM.J.BACKING AGAINST I (�•) u� { FULL LENGTH OF TRENCH 27 4'-6" 5'-8"UNDISTURBED MATERIAL 1° , . „ ,,;k Fir " " " TEE ` �' �,�,� LINE OF NARROW TRENCH LIMIT 30 4'-10 6-0 a s " 36" V-6" 6'-8" Y} PLACEDCAGAINS PIPE T UNDISTURBED STONE CRUSHED SHALL AND BE 42" 6'-2" 7'-4" 6" MINIMUM IN LEDGE ` ' `- " . - s BOTTOM OF TRENCH TO 6 ABOVE THE CROWN 48" g'_10" g'_p" APRIL 1 l , 2007 2 TIE RODS (TYP.) a -f—CONCRETE SUPPORT PROVIDE 7 CU. FT. „ `; (1 EACH SIDE) a a PAYMENT LIMITS FOR \� , �!�! ORMAL EXCAVATION ROCK EXCAVATION TRENCH WIDTH DATA 1/2" TO 1" CRUSHED \, n ': ' \ a /\/\ / �/ \/\/\/\ PIPE STONE TO AT LEAST \r , r \ \ • �` j77\77�7��\\//\ \ \\//\%\�j�\\/�� /i�/ `\/�\\�\\�;\ii��//;�; ( FOR IRC/HDPE/DI PIPE, 3/4" GRAVEL 6 ABOVE DRAIN HOLES �`� GRAVEL BEDDING CLASS "C" CONC. BACKING OR CRUSHED STONE SHALL BE PLACED AGAINST UNDISTURBED NDISTURBED MATERIAL EXCAVATION—'--" EXCAVATION AGAINST UNDISTURBED SIDES & 6" XX PIPE MATERIAL IN LEDGE IN EARTH BOTTOM OF TRENCH TO MID-DIAMETER OF PIPE ISIONS: NO. DATE DESC. FIRE HYDRANT & VALVE GATE VALVE TYPICAL PIPE TRENCH SECTION 1 5/8/07 REV. PER INFORMAL S.P.R. SCALE: NONE SCALE: NONE SCALE: NONE 2 16/26/07 ADJACENT 7—UNIT RES BLDG TO REMAIN Co SIZE OF J K L M N 0 BRANCH 'r\ 4" THRU 8" 10" 10" 1'-0" 2'-0" V-6" 10" / 10" THRU 16" 1'-0" 1'-6" V-8" 3'-10" 2'-10 1'-6" DIRECTION OF FLOW Y / , / / " " " " CONCRETE BACKING AGAINST / g 24 1 -4 2'-0* 2-6 5-0 3-6 1 -8" UNDISTURBED MATERIAL a TEES AND PLUGS Y r 6 WATER MAIN . y a i 2/3 D (8" MIN.) a UNDISTURBED 90 & 45 BENDS 22 1/2 & 11 1/4 4:. a , ....� .�,. r - .. �,.i, r`` _ EARTH (TYP)—�\ UNDISTURBED X D 4"TO8" 0"TO16 24" "TO 8 10"TO16 24" PREPARED FOR: ~� EARTH — X V-8" 3'-4" 3'-6 V-4" 2'-0" 3'-6" BROWN, LINDQUIST Y 1'-2" 1'—s" 2'-4-11'-0" 1'-2" 2'-4" FENUCCIO & RABER PLAN — TEE AND PLUG PLAN — HORN. AND VERT. BEND BENDS RESTRAINED PVC BELL JOINT TEE NUT & WASHER 203 WILLOW STREET TIE ROD (TYP.)—y- SOCKET CLAMP NOTES: YARMOUTHPORT, MA 02675 CAST IRON MECHANICAL JOINT SPOOL PIECE 1. PROVIDE CONCRETE THRUST BLOCKS AT ALL BENDS, DEAD ENDS, & TEES UNLESS OTHERWISE DIRECTED. CONCRETE FOR ALL THRUST BLOCKS TO MJ GATE VALVE BE PLACED AGAINST FIRM, UNDISTURBED SOIL. PROVIDE APPROVED ANCHOR BSCROup I� 0 �) O HARNESS RODS & SOCKET CLAMPS AS SPECIFIED & IN ACCORDANCE WITH 11�� PVC FORCE MAIN �o I PIPE MANUFACTURERS RECOMMENDATIONS WHERE SOIL HAS BEEN DISTURBED � 349 Main Street r OR THRUST BLOCKS CANNOT BE USED, AS DIRECTED BY THE ENGINEER. �— WATER MAINFT Route 28, Unit D L OR Y _.< z 2. ALL SOCKET CLAMP METAL SHALL BE COATED WITH BLACK ASPHALTUM W. Yarmouth, Massachusetts 02673 i 4 d- OR OTHER WATER DEPARTMENT APPROVED COATINGS. 5087788919 3. CONCRETE THRUST BLOCKS POURED BEHIND 3-WAY TEE & HYDRANT SHOE D/4 UNDISTURBED EARTH TO BE USED WITH SOCKET CLAMPS. © 2007 BSC Group, Inc. TYPICAL SECTION 4. NO CONCRETE SHALL COVER PIPE JOINTS, FITTING JOINTS, BOLTS OR SCALE: 1" = 20' TEES BENDS AND PLUGS HYDRANT DRAINS. 0 10 20 40 FEE:T ISSUED FOR PERMITTING FILE:48930—SP.DWG RESTRAINED MECH . JOINT FITTING RESTRAINED JOINT TEE CONCRETE THRUST BLOCK FOR PRESSURE PIPE NOT FOR CONSTRUCTION DWG. NO: 5698-02 SCALE: NONE SCALE: NONE SCALE: NONE SHEET C8 OF C11 JOB. NO: 4-8930.00 CONCRETE SLAB 4'-0' NOTES: BRISTLE—BROOM I 1. WALK TO 6" THICK IF FINISH 2" SUBJECT TO VEHICULAR LOAD. FINISH GRADE F— A 1.5%*_ MIN. 2. PROVIDE EXPANSION JOINTS � a X;�" .. aXX \\\� AT MIN. 20 FT O.C. WITH PRE— '\ \ 6"x 6"-10/10 \j// MOULDED JOINT FILLER. WELDED WIRE /\ 8" COMPACTED GRAVEL \\' MESH 3. PROVIDE CONTROL JOINTS AT \/\ BORROW BASE (M 1.03.0 C)' \\/� 5' O.C. 4. PROVIDE BROOM FINISH IN DIRECTION PERPENDICULAR TO A CURB. CONCRETE WALK 5. CONCRETE SHALL BE 4,000 PSI—TYPE Il. 1/2" CHAMFER ' j 3/4" R 1/2" PREFORMED *6. CONSTRUCTION I FINISH GRADE JOINT FILLER TOLERANCE = 0.5%. GRANITE CURB HOT MIX ASPHALT TYPE VA-4 �� \�� 1-1 2" HOT MIX ASPHALT WEARING COURSE FINISH GRADE / \/j//� / / HOT MIX ASPHALT PAVING / WEARING COURSE C� �!;� a EXPANSION JIONT NOTES: " e 1-1/2 HOT MIX ASPHALT BINDER COURSE HOT MIX ASPHALT /\\/\/\\/\\/, /r\\/�\/,�\/r�\/��\/�� ' e a 1. EJ AT ALL INTERSECTIONS /j\/j PRECAST REINFORCED ° a WALKS—EVENLY SPACE CJ BETWEEN EJ. BINDER COURSE //\, CONCRETE CURB, 3,000 %\ PS.I. MIN. STRENGTH, 2. EJI ALONG ALL RETAINING WALLS, 6'—0" STANDARD LENGTH a END W.W.M. 2" CLEAR ' \% a t 8 : STRUCTURES, HANDICAP RAMPS, LIGHT t \� °D �- OF EXPANSION JOINT d » BASES, BENCHES ETC.. USE REMOVABLE °:..e : 12 COMPACTED GRAVEL COMPACTED GRAVEL EXPANSION JOINT — SECTION A—A PVC SPACER & SILICONE JOINT FILLER. e' a BORROW BASE BORROW BASE M 1.03.0 C)` M 1.03.0 C ( lr M11lMK D. 3. ALONG GRANITE CURB PROVIDE ° • a a� 4„ CONTROL/EXPANSION JOINT SPACING POLYETHYLENE BOND BREAKER & TOOL e.4 a '��COMPACTED SUBGRADE` \\ 30d0 PSI CONCRETE No.45M EDGE JOINT. \/ WIDTH CJ EJ� \ \C�O �CTEf� �� \/' // ..;::.. .: \.... :',_: \� .. COMPACT GRAVEL BORROW 4 5 25 3000 PSI CONCRETE �// /i\//;��/i��/� /i�� //� /�.� r !��!/��!��/� �� 5' 5' 25' 6 6 6 BASE (M 1.03.0 C) 6' 6' 24' CJ= CONTROL JOINT STANDARD DUTY FLEXIBLE PAVEMENT ------- 7' 5' 28 EJ= EXPANSION JOINT 8' 4'x4' 24' 9' 4.5'x4.5' 2T 1 10' 5'x5 30 MARK D. DIBB DATE PROFESSIONAL ENGINEER CONCRETE WALKWAY HOT MIX ASPHALT PAVEMENT SECTIONS VERTICAL GRANITE CURB PRECAST CONCRETE CURB SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE SITE PLANS COMMERCIAL m 2' "0* REDEVELOPMENT w D Y "Q 3'-0' 2'-O"0* 3 #1555 & # 1575 ROUTE 132 0 o ANCHOR BOLTS PER ANCHOR BOLTS PER NOTE: o w MANUFACTURER SPECIFICATIONS MANUFACTURER SPECIFICATIONS w c� o *SLOPE TOLERANCE FOR x w 2" I CONSTRUCTION = f 0.50% I '`� ;°- PAINT BASE YELLOW f N m o FINISHED GRADE HYAN N i S "d FROM GROUND ROD, BOND TO GROUND 2" TpA a Z Z - a LUG WITHIN POLE BASE W/8" RIBBON a FINISHED GRADE pF a BRAID GROUND CONDUCTOR. FROM GROUND ROD, BOND TO GROUND MAS SAC H U S ETTS 4 — #4 REBARS VERTICAL WITH #3 a Z ' a LUG WITHIN POLE BASE W/8" RIBBON OURS p'� p CiR a a ad a d of SPIRAL TIES. TRIPLE LOOP AT TOP & -� BRAID GROUND CONDUCTOR. BARNSTARI_E ®p F }�/ as M BOTTOM, 6" INTERMEDIATE SPACE, MIN. 2' CLEAR ALL AROUND.* 0 4 — #4 REBARS VERTICAL WITH #3 Z M a SPIRAL TIES. TRIPLE LOOP AT TOP & 6" x 18" VERTICAL } I —ELECTRICAL CONDUIT BOTTOM, 6" INTERMEDIATE SPACE, MIN. DETAILS GRANITE CURB }/ I a a SWEEPS — AS REQUIRED 2" CLEAR ALL AROUND.* dd 3000 PSI o -•--COMPACTED THROUGHLY COMPACTED of —ELECTRICAL CONDUIT \ \ \ I a d a ada CONCRETE a GRAVEL BORROW BACKFILL (6" LIFT 3000 PSI ° SWEEPS — AS REQUIRED \ 95% COMPACTION) CONCRETE —COMPACTED THROUGHLY COMPACTED GROUND ROD GRAVEL BORROW BACKFILL (6" LIFT "/xK\" 0 , �� COMPACTED SUBGRADE a 95% COMPACTION) APRIL 1 ] , 2007 » GROUND ROD 3—0 MIN. LENGTH / / / TRANSITION PIECE � COMPACTED SUBGRADE \ * TYPICAL DIMENSIONS/REINFORCING. [PROJECT MANAGER TO �y CONFIRM WITH A STRUCTURAL ENGINEER BASED UPON SOIL CONDITIONS, POLE HEIGHT AND FIXTURE STYLE BEFORE SLOPED GRANITE EDGING PLACING ON PLANS.] * TYPICAL DI MEN SIONS/REINFORCING. [PROJECT MANAGER TO CONFIRM WITH A STRUCTURAL ENGINEER BASED UPON SOIL CONDITIONS, POLE HEIGHT AND FIXTURE STYLE BEFORE PLACING ON PLANS.] FOR USE IN LAWN AREAS FOR USE IN PAVED AREAS NO. DATE DESC. CURB TRANSITION CAST-IN - PLACE LIGHT STANDARD 1 5/8/07 REV. PER INFORMAL S.P.R. SCALE: NONE FOOTING - FLUSH SURFACE 2 6/26/07 ADJACENT 7—UNIT RES SCALE: NONE L REMAIN 8' (SINGLE) OR 16' (DOUBLE) 6'-0" HIGH WOOD BOLLARD q BOLLARD A STOCKADE FENCE 18' 6'-0" MAX. 18" CONCRETE—CROWNED AT (TYP,) F V-0» 8" TOP PAINT: SEE '_4 • �� SPECIFICATIONS 18" 8' DIA. CONCRETE FILLED o ° BOLLARD (TYP.) 6" LAYER OF (TYP-) 8' GALVANIZED STEEL PIPE e ° e 1-1/2"-2" CRUSHED BOLLARD SHALL BE 48" STONE ABOVE FINISHED GRADE PREPARED FOR: a.° ..�a FENCE (TYP.) �,..�,. � o I d ° da ^^ PAD EXPANSION JOINT (FOAM) BROWN, LINDQUIST ALL AROUND WHERE NOTED iv ��..yy 'IL) FENUCCIO & RABER d V, o d a A. 2'-0" (TYP.) 1% MIN SLOPE 203 WILLOW STREET HARD SURFACE FINISHED ° d °d GRADE YARMOUTHPORT, MA 02675 URB IF FINISHED GRADE IS SOFT SURFACE AREA THEN BRING EXPANSION JOINT � \\ \ \ e /j�� CONCRETE FOOTING UP TO T^ T � \ /\ GRADE AND PITCH AWAY K( ]��J \ \ FROM CENTER OF FOOTING ;9BSC111\\\.\\\,,,/// GATE �/ � \ \ CIP CONC APRON \ MIN. 200d LBS 349 Main Street Route 28 Unit D A CONCRETE FOOTING + PLAN SECTION A—A / �. W. Yarmouth, Massachusetts 02673 /� COMPACTED SUBGRADE 508 778 8919 NOTE: 18» © 2007 BSC Group, Inc. DIAMETER SINGLE= 8' WIDE PAD FACE OF CURB TO FACE OF CURB DOUBLE= 16' WIDE PAD FACE OF CURB TO FACE OF CURB SCALE: 1 = 20' SEE LAYOUT PLAN iiiiiiii 0 10 20 40 FEu CONCRETE FILLED STEEL BOLLARD ISSUED FOR PERMITTING DUMPSTER PAD FILE: 48930—SP.DWG SCALE: NONE NOT FOR CONSTRUCTION DWG. NO: 5698-02 SCALE: NONE SHEET C9 OF C11 JOB. N0: 4-8930.00 I i LIMITS OF CONCRETE RAMP GUTTER SLOPE CURB TRANSITION LENGTH FOR MEASURED ALONG TRANSITION LENGTH DETECTABLE WARNING BACK OF SIDEWALK "LEVEL LANDING" 1.5% (MAX.) WHEELCHAIR RAMPS FACE OF THIS CURB SEE TABLE PANEL CURB TRANSITION LENGTH FOR SLOPE FOR DRAINAGE A DETECTABLE WHEELCHAIR RAMPS WARNING PANEL ROADWAY HIGH SIDE TRANSITION LEVEL LANDING 1.5% (MAX.) a PROFILE GRADE LENGTH ROUNDED TO " ROADWAY TRANSITION LENGTH ........... _ _ ° a SLOPE FOR DRAINAGE PROFILE GRADE ROUNDED TO THE �SIDEWALK� SLOP a r� ° a M THE NEAREST 4 a o ° : _ `p 4 SIDEWALK ~ ,q CONC. "CURB °0000 (%} NEAREST4„ ° J ySLOPE �_� 0 OR LOW SIDE 6—6 CUT RAMP o°o°o JA J „ 7.5% (MAX) ° >0 — 1 T-8" Le a o'°'° 3 0 OR LOW SIDE 6'-6 ° d (MAX) p�� _ ° . - a° '0000 RAMP OPENING N " a c ' o o t�� >1 - 2 9'-0" �n o SLOPE 0°0°0 0 o " ° .a a ° o �Q^�%�-1000 d " >2 - 3 11'-0" 2 SIDEWALK 7.5~. a 00000 v >1 - 2 9 -0 c ��00o a a 6 REVEAL CURB >3 - 4 14'-0" �� d a. 0°000 >2 - 3 11'-0" - a o°0°0 3.3 MIN. OPENING >3 - 4 - e . " ° 0 0 1 4 MAX UP) 14 0" TRANSITION CURB a .:: 15 0 (MAX d o 0 0 ( / >4 15'-0" MAX HIGH SIDE TRANSITION 0 A TRANS VION CURB A WAY SEE TABLE MIN. 6' MIN. I I I I I I I I I I I I I I I I I I I I I I I GRASS RASS OR I .... GRANIT E LOW SIDE TRANSITION BUILDING, ETC. CURBROADWAY DOWN GRADE L . PLAN NOTES: PLAN L 1. SLOPE TOLERANCE FOR RAMP AND SIDEWALK 2.35" 2.35" CONSTRUCTION = f 0.50% " ��. i 24 WIDE RED OR YELLOW MOLDED ----� 24" WIDE RED OR YELLOW MOLDED 2. THE MAX. ALLOWABLE SLOPE OF ACCESSIBLE ROUTE DETECTABLE WARNING STRIP INSERTED NOTES: DETECTABLE WARNING STRIP INSERTED EXCLUDING CURB RAMPS SHALL BE 57°. INTO CONCRETE (SEE DETAIL) 1. SLOPE TOLERANCE FOR RAMP AND SIDEWALK CONSTRUCTION = t 0.50% ZH OF w4 c,�INTO CONCRETE (SEE DETAIL) in SIDEWALK CONC. CURB = „ 3. THE MAX. ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB 1.5%° CUT RAMP qc 4-0 MIN. N RAMPS SHALL BE 7.57. I r� 2. THE MAX. ALLOWABLE SLOPE OF ACCESSIBLE ROUTE ? " — 7.5% (MAX N EXCLUDING CURB RAMPS SHALL BE 59a o MD SS #10 6 x6 WWM CURB LINE O 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT _�, 7'5% (MAX) • CIVIL H 1.5% �5% (MAX) NY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (LE. �—'� � 1/4" LIP (MAX} 3. THE MAX. ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB ��) RAMPS SHALL BE 7.5%. �' � 1/4" LIP (MAX) PLAN HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 'X.�; /-ROADWAY ° /r + d X OADWAY - - PLAN T DING " �p� CONCRETE TOP, 5. BASE OF RAMP SHALL BE GRADED TO PREVENT POIN .X a 4 A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED A '�- SEE CONCRETE ANENT OBSTACLE IN ACCESSIBLE ROUTE (LE. �t. ANY PERM IB U 0.5 Q WALKWAY DETAIL 10 6"x6" WWM 0.5" pp HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). CONCRETE TOP, COMPACTED GRAVEL iv /l COMPACTED GRAVEL SEE CONCRETE BORROW BASE, SEE o y BORROW BASE, SEE N 5. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. WALKWAY DETAIL CONCRETE WALKWAY 1 0.9- 1 CONCRETE WALKWAY DETAIL o DETAIL ' ELEVATION 0 9 SECTION A—A ELEVATION MARK D. DIBB DATE STRIP STRIP SECTION A—A DETECTABLE WARNING , DETECTABLE WARNING PROFESSIONAL ENGINEER ACCESSIBLE CURB RAMP (ACR) TYPE A - PARALLEL PERPENDICULAR ACCESSIBLE CURB RAMP (ACR) TYPE B - SCALE: NONE SINGLE DIRECTION WITH LEVEL ENTRANCE SCALE: NONE SITE PLANS GALVANIZED ALUMINUM REFLECTIVE SIGN PANEL WITH SELF ADHESIVE, ENGINEER- GALVANIZED ALUMINUM REFLECTIVE SIGN PANEL WITH GRADE, REFLECTIVE VINYL SHEETING. EDGES SELF ADHESIVE, ENGINEER-GRADE, REFLECTIVE VINYL COMMERCIAL TO BE DRESSED. PROVIDE SIGN PANEL & SHEETING. EDGES TO BE DRESSED. PROVIDE SIGN PANEL PRE-PUNCHED MOUNTING HOLES. IMAGE TO 12" AND PRE-PUNCHED MOUNTING HOLES. IMAGE TO BE . REDEVELOPMENT BE SURFACE INSTALLED, SELF-ADHESIVE SURFACE INSTALLED, SELF-ADHESIVE ENGINEER-GRADE, CI ENGINEER-GRADE, NON-REFLECTIVE VINYL PARKING NON- REFLECTIVE VINYL I = o iV N .- VAN ACCESSIBLE FLUSH CONCRETE O HANDICAP PARKING PARKING SIGN (TYP.) HANDICAP ACCESSIBLE CURB SIGN (TYP.) #1555 & # 1575 ROUTE 132 6"R CIRCLE 12" 2`x2" GALVANIZED STEEL TUBE �-I 8.5" RAMP (TYP.) NTH CAP, AS PER SPECS "� 8.5"I-.- _ �I f 2~ .N 1 IN 'SPECIAL PLATE _4 REQUIRED FCC HYANNIS = 2'x2" GALVANIZED WHITE PAINT 00 STEEL TUBE WITH " o CAP, AS PER SPECS PAINT WHITE MASSACHUSETTS 10" I LINES (TYP.) Ifs-•II UNAUTHORIZED VEHICLES �o 00 MAY BE REMOVED AT SIGN BARNSTABLE OWNERS EXPENSE i14 LENGTH AS REQUIRED S( EE STRIPING PLAN) 6' TRAFFIC PAINT 3-0" (TYP) �- WASHER AND 3-1/2" :X ACCESSIBLE PARKING 0 2"x2" GALV. STEEL 5/16" GALVANIZED STEEL 2'-0" SYMBOL (TYP.) DETAILS 6 o TUBE SET IN MATERIAL VARIES, SEE BOLT WITH NUT AND WASHER 1' (TYP.) 3'-10" -i- _ CONCRETE BASE MATERIALS PLAN, FINISH I I'� 2 (TYP ') 8" 4' TO END APPROX. 12" DIA.x GRADE VARIES, SEE OF PARKING FINISHED GRADE 30" DEPTH \ \ GRADING PLAN ONE J 2,_0' = 8„ SPACE (TYP.) do d WHITE PAINTED _ APRIL 11 , 2007 iv STOP LINE " ~ " " " \\ /\� CURB �8-0 8-0 -8-0 5'-0 -8-0 —a- _ VAN ACCESSIBLE o :12'-0' (VAN SPACE) AN SPACE) cfl \ a. 12 DIAMETER X 24 CONCRETE AY ACCESSIBLE PARKING PAVEMENT � FOOTING, 3000 PSI 4' WHITE PAINT MARKING SYMBOL 12" � 4" WHITE PAINT (TYP.) y 4' NOTE: \ / COMPACTED SUBGRADE ACCESSIBLE SYMBOL SHALL BE TRAFFIC PAINT AND ACCESSIBLE SIGN & POST NOTE: CENTERED IN STALL. (VISITOR SIGN & POST TYP.) /%/�✓��//\ PAVEMENT MARKINGS TO BE INSTALLED IN LOCATIONS SHOWN ON THE PLANS REY( I N ' PAINTED PAVEMENT MARKINGS ACCESSIBLE PAINTED PAVEMENT MARKINGS 1 1 NO. DATE DESC. PARKING SYMBOL & ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING SIGN PAINTED PAVEMENT MARKINGS ACCESSIBLE PARKING SPACE 5/8/07 REV. PER INFORMAL S.P.R. SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE 2 6/26/07 ADJACENT 7—UNIT RES BLDG TO REMAIN CATCH BASIN - SEE PLAN w Z FOR ELEVATIONS > = SEE PLANTING PLAN COMPOST LOAM PLANTING MEDIUM PREPARED FOR: III-III= BROWN, LINDQUIST 203 WILLOW STREET ElI1=1IlEII1= _ I=III=1 I I I= I I-1 M III-1 � _ _ _ 's.� - _ _ = I = YARMOUTHPORT, MA 02675 N III BIO-RETENTIlON SOIL iv =1{I=_ {I- __=I II= DOUBLE WASHED BSC — CRUSHED AGGREGATE iOup -I I-I I— I III-I WRAPPED IN FILTER FABRIC 349 Main Street I I I=1 I I III- I I=1 I I=1 I I=1 Route 28, Unit D W. Yarmouth, Massachusetts 02673 UNDISTURBED SUB GRADE 508 778 8919 © 2007 BSC Group, Inc. SCALE: 1" = 20' RAIN GARDEN 0 10 20 40 FEET N.T.S• ISSUED FOR PERMITTING FILE: 48930—SP.DWG NOT FOR CONSTRUCTION DWG. NO: 5698-02 SHEET C100F C11 JOB. NO: 4-8930.00 SOIL TEST PIT DATA: TEST PIT #1— TEST PIT —#2— GRD. EL. 52.6 GRD. EL. 53.2 EST. HIGH GW. NA EST. HIGH GW. NA 24" DIA. HEAVY DUTY C.I. FRAME AND COVER �--- 6'-0" DIA. 6'-0" DIA. FILL FILL 3" LAYER OF PEASTONE INDICATES 30" 36" �_ OBSERVED \ EL = 50.1 EL = 50.2 GROUND WATER EXTEND M.H. TO FINISH GRADE INDICATES i� `�� W/ SEWER BRICK & MORTAR TEST . i FILTER FABRIC (1' OVERLAP) EL = 73.4 C C INDICATES " M. SAND COARSE SAND ® UNSUITABLE OF 12 HDPE / / \ l J M. 7 4 10YR 7 3 MATERIAL �4a�� y \ e 0 0 0 0 DIVI SHOREY LCB-1000-H-20 OR EQUIVALENT crvi� M EL = 42.6 120" EL = 43.2 120" N0' � 6'-89* 0 PLAN VIEW ► 0 0 0 H - 20 PRECAST DRYWELL DATE: DATE: � O 0 0 0 / 4 -11 2'-0' 2'-0 " 5/16/06 5/16/06 i : �C6 Loe 7 0 0 0 012 HDPE (CONNECTION PIPE TEST BY: TEST BY: / AT BOTTOM) THE BSC GROUP, INC. THE BSC GROUP, INC. MARK D. DIBB DATE WITNESSED BY: WITNESSED BY. PROFESSIONAL ENGINEER 0 O O 0 DON DESMARAIS DON DESMARAIS PERC. RATE: PERC. RATE: 3/4" - 1 1/4" DIA. <2 MIN./INCH <2 MIN./INCH 2' /' WASHED STONE SOIL EVALUATOR SOIL EVALUATOR SITE PLANS MARK DIBB MARK DIBB i� SOIL CLASS: SOIL CLASS: COMMERCIAL CROSS- SECTION 1 1 L.T.A.R. L.T.A.R. REDEVELOPMENT H - 20 PRECAST DRYWELL (TYP . ) 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. # 1555 & # l 575 ROUTE 132 IN 70' HYANNIS 2' 6' 4' 6' 4' 6' 4' 6' 4' 6' 4' 6' 4' 6' 2' MASSACHUSETTS N g 8 BARNSTABLE p D DETAILS cV COMER TO GRADE 12" HDPE (TYP) PLAN VIEW - SYSTEM #1 COVER TO GRADE APRIL 1 l , 2007 NOT TO SCALE 20' 2' 6' 2' 6' 2' R IONS. NO. DATE DESC. 1 ;5/8/07 REV. PER INFORMAL S.P.R. N 2 6/26/07 ADJACENT 7-UNIT RES COVER TO GRADE BLDG TO REMAIN D D N —30' 12" HDPE (TYP) 2' 6' 4' 6' 4' 6' 2' PLAN VIEW - SYSTEM #2 NOT TO SCALE g N N 30' D PREPARED FOR: 2' 6' 4' 6' 4' 6' 2' BROWN, LINDQUIST a FENUCCIO & RABER g 4 g 203 WILLOW STREET N -C-4 YARMOUTHPORT, MA 02675 COVER TO GRADE COVER TO GRADE o D � " D p T o M _ 0 o _ BSCRoue N N N N 349 Main Street 12" HDPE (TYP) 12" HDPE (TYP) Route 28, Unit D W. Yarmouth, Massachusetts 02673 PLAN VIEW - SYSTEM #3 PLAN VIEW - SYSTEM #4 508 778 8919 NOT TO SCALE © 2007 BSC Group, Inc. NOT TO SCALE SCALE: 1" = 20' STORMIWATER DRAINAGE SYSTEM DETAILS 0 10 20 40 FEET ISSUED FOR PERMITTING FILE:48930-SP.DWG NOT TO SCALE NOT FOR CONSTRUCTION DWG. NO: 5698-02 SHEET C11 OF C11 JOB. NO: 4-8930.00 Applicat on for Si n Review" Sp# ' s *INFORMAL*"g Dates LOCATION Business Name: Lakeside Commons Subdivision'Plan Assessor's Map# 253/16 253/19T&19B ANR Plan Property Address: 1555 & 1575 Iyannough Rd, Rt 132 Site Plan Hyannis J OWNER OF PROPERTY APPLICANT Name: Shallow Pond Nominee Trust Name: Shallow Pond Nominee Trust' Address: Address: West Yarmouth, MA West Yarmouth, MA Telephone: Telephone: Fax: Fax: ARCHITECT/DEVELOPER/CONTRACTOR/ENGINEER AGENT/ATTORNEY Name: BSC Group Name: Attorney Pat Butler, Attorney Liza Cox Address: 657 Main Street, unit 6A, Route 28 Address: Nutter, McClennen&Fish LLP West Yarmouth, MA 02673 1513 Iyannough Road, Hyannis, MA 02601 Telephone: 508 778-8919 Telephone: 508 790-5407 Fax: Fax: 508 771-8079 STORAGE TANKS(HAZ MAT/FUEL OR WASTE OIL) ZONING DISTRICT CLASSIFICATION Existing Proposed -0- District RD-1, HB Overlay(s) WP Number UNK Number: Lot Area 4.23 acres Size Size Fire District COMM Above Ground Above Ground Underground Underground Set backs (ft.) Contents Contents Front: 100 ft Side: 24.6 ft Rear: 229.2 ft Number of Buildings Existing: 4 Proposed 1 UTILITIES Demolition All 4 existing structures Private Sewer ❑ Public X Size gal Water X Public ❑ Private TOTAL FLOOR AREA BY USE Existing Proposed Electric ❑ Aerial X Underground (proposed) (sq.ft.) (sq.ft.) Gas X Natural ❑ ❑ Propane Basement Grease Trap ❑ Size gal Residential Sewage Daily Flow* 1,370 gpd Restaurant Retail *GP or WP areas restrict wastewater discharge to 330 Office 13,055 gallons per acre per day into on-site system. Medical Office Commercial (specify) 21,092 Motel 2,500 Bank PARKING SPACES CURB CUTS Wholesale (specify) Required 59 Existing 2 Institutional (specify) Provided 61 Proposed 1 Industrial (specify) On-Site X To Close 0 All Other Uses On Site Off-Site Totals 1 Infrastructure 2,705 Handicapped Gross Floor Area 21,092 18,260 Estimated Project Cost: Fee: — $N/A Informal I Old King's Highway Regional Historic District File# Approved? Yes X No Hyannis Main Street Waterfront Historic District File# Approved? ❑ Yes X No Listed in National and/or State Register of Historic Places: ❑ Yes X No Previous Site Plan Review File# Approved? ❑ Yes ❑ No Previous Zoning Board of Appeals File# 1968-121 Approved? X Yes ❑ No Is the site located in a Flood Area(Section 3-5.1) ❑ Yes X No In Area of Critical Environmental Concern? ❑ Yes X No Is the Project within 100' of Wetland Resource Area? ❑ Yes X No Site sketch- informal presentation X Yes ❑ No Site Plan prepared, wet stamped and signed by a Registered PE and/or PLS. X Yes ❑ No Parking and Traffic Circulation Plan X Yes ❑ No Landscape Plan and Lightning Plan ❑ Yes X No Drainage Plan with calculations and Utility Plan ❑ Yes ❑ No Building Plans, (all floor plans, elevations and cross sections) X Yes ❑ No Note that all signage must be approved by Code Enforcement Officer at the Building Department Lot area in sq. ft. 201,487 sq. ft. Total Buildings(s) footprint 9130 sq. ft. Maximum Lot Coverage as % of Lot 30% % (9%existing,l0%proposed) GROUND WATER PROTECTION OVERLAY DISTRICT REQUIREMENTS: OVERLAY DISTRICT(S): WP Lot Coverage (%) Required 50 Proposed 22 Site Clearing (%) Required 30% green Proposed 78% green PRINCIPAL BUILDING ACCESSORY BUILDING(S) ❑ Yes X No Number of floors 2 Height: 30 ft. Number of floors Height: ft. FLOOR AREA: FAR: n/a FLOOR AREA: FAR: Basement sq. ft. Basement sq. ft. First 9130 sq. ft. First sq. ft. Second 9130 sq. ft. Second sq. ft. Attic sq. ft. Attic sq. ft. Other(Specify) sq. ft. Other(Specify) sq. ft. Please provide a brief narrative description of your proposed project. Applicant is proposing to redevelop the subject property by demolishing the existing non-conforming motel/lodging house which contains 44 bedrooms in 33 units and constructing in place thereof a new building consisting of a 2,500 sq ft bank with three drive-up windows and 13,055 sq ft of office space. In connection with this redevelopment, the Applicant proposes significant site improvements including improved access/egress, drainage, and a new Title V wastewater system. The Applicant will be submitting a change of use exemption application to the Cape Cod Commission pursuant to Section 4(b)of the Commissions Enabling Regulations. I assert that I have completed (or caused to be completed) this page and the Site Plan Review Application and that, to the best of my ledge, the information submitted here is true. �� CMG\ Counsel -(�r Signature of licanI Epp 1CC y\i Date Printed Name of Applicant ...._..... . FROM :down cape engineering inc FAX NO. :15083629880 Feb. 07 2007 12:53PM P2 Pagc ) of l Ellen: here are responses to many of the questions, please let me know If anything else comes up. 1)What is the maximum number of people that will be staying overnight? During the peak season for animals in the clinic and students in the two apartments(Late May to Mid August), there would be a maximum of 8 in the upstairs apartment, 4 in the down stairs apartment and 1 in the guest bedroom for a total of 13 on premises.This would be a rarity as we usually do not have more than 10 students at a time, and the guest room will be used only occasionally. So a more normal number during the peak season will be 10. The rest of the year the number will be 2 to 4 with a build up in late April and a wind down in late August, 2)What is the maximum number of people that will be gathering for education programs at one time? Generally programs will be given to groups of 40 or less, but on occasions we might have a lecture that draws a larger number.The lecture hall is limited to about 85 persons seated, 3) Is there any intention to have a retail component on site? No 4) Is there a plan in place for waste removal? Trash removal plan? We will continue the contracts we have operated under at the Meadow Lane location.A waste removal dumpster will be located on site which has a weekly removal schedule. Animal manure plan? Fortunately the animals we work with generate dramatically less waste then horses and other livestock, Every indoor animal enclosure is cleaned and disinfected daily. Every outdoor enclosure is cleaned and raked daily, then disinfected at times of animal changeover in the holding.Animal wastes that are collected are then double bagged and disposed of In the garbage. Medical Waste Byproducts plan? Once again we will continue our existing contracts, Stericycle removes our medical wastes.Alliance Imaging cleans and maintains our x-ray equipment; they remove the waste for processing. As soon as funds are located we will be changing over to a digital x-ray machine. 5)What Is the planned use for the existing swimming pool? Initially the pool will remain unused. Once resurfaced we will enclose with an overhead net to keep animals in and convert the pool to a waterfowl pool, primarily for seabirds, thus the proximity to other waterfowl enclosures, 6) Old King's Highway Historic District Commission We are scheduled for a March Hearing. Daniel A. OJala PE, PLS Down Cape Engineering, Inc. 939 Route 6a(Main St.) Yarmouthport, MA 02675 ph. 1-508-362-4541 fax 1-508-352-9880 email; downcaoe@downcape.com 2/7/2007 N u Eliza Cox Direct Line: 508-790-5431 Fax: 508-771-8079 E-mail: ecox@nutter.com March 15, 2007 a 1,01433-12 .. . w By Hand Ellen Swiniarski, Coordinator Site Plan Review wu Town of Barnstable I 200 Main Street �- Hyannis, MA 02601 «" Re: Lakeside Commons Redevelopment Project 1555/1575 Iyannough Road (Rt 132), Hyannis Dear Ellen: On behalf of our client, Shallow Pond Nominee Trust, the owner of approximately 4.23 acres of the above-referenced property, I enclose herewith the following materials for informal site plan review: l. Six (6) copies of a completed application for site plan review. 2. Six (6) full size copies of the proposed Civil Site Plans prepared by BSC Group. 3. Six (6) proposed architectural plans prepared by Brown, Lindquist, Fenuccio and Raber, Architects. As indicated in the application and as shown on the enclosed plans, Shallow Pond Nominee Trust is proposing to redevelop the subject property by demolishing the existing non- conforming motel/lodging house which contains 44 bedrooms in 33 units and constructing in place thereof a new building consisting of a 2,500 sq ft bank with three drive-up windows (1 ATM and 2 pneumatic tubes) and 13,055 sq ft of office space. In connection with this redevelopment, the Applicant proposes significant site improvements including improved access/egress, drainage, and a new Title V wastewater system. After the informal site plan review hearing and receiving the committee's comments, we will be submitting an application to the Cape Cod Commission for a Change of Use Exemption pursuant to section 4(b) of the Commission's Enabling Regulations. Accordingly, at this time we would request that the Town not refer the project to the Commission. NUTTER McCLENNEN & FISH LLP D ATTORNEYS AT LAW 1513 Iyannough Road �o P.O. Box 1630 o Hyannis, Massachusetts 02601-1630 508-790-5400 ® Fax: 508-771-8079 www.nutter.com Ellen Swiniarski, Coordinator March 15, 2007 Page 2 We would request that this matter be placed on the March 22, 2007 Site Plan Review Hearing Agenda. In the interim, should the Site Plan Review Committee have any preliminary comments, we would greatly appreciate receiving those prior to the formal hearing. Please do not hesitate to contact me with any questions or comments. Thank you very much. Very truly yours, Eliza Cox EZC:abj Enclosures cc: Shallow Pond Nominee Trust (w/enc.) Kurt Raber, Brown Lindquist, Fenuccio & Raber (w/out enc.) Mark Dibb, BSC Group (w/out enc.) Patrick M. Butler, Esq. (w/out enc.) 1554457.2 STAMP: L 00 co LLJ t7 CO m Cp N c� c 66 p p LO X� CLa V LL y LU LL � u _. ._ _ �- ----------- a z a I J I Z u') 10 m ' Q rW o NET LEASIBLE AREA +/- 1055 50. FT. i eB 0 I I — � >- Q II ---- -------------------- , c) 1 i I 1 I 1 VESTOBULE j ,D��_fL�l_Il_it_� U _Il._ll_�_lLJL n_n n n a n n n n n n n n n n n n n n n n n ®, �III III .II II®..IIII,..tII.lI- 11 —iItIt--t1I 1I -1HI1I IIII tIIhII -11I11I IfifIt III III 11 11 UII-l1 1 1I�I �111-7 111 �11 -�11J 1 _411-J111-1i�t- 1111-TiILtI -n11 Q�I'III IIiIiI-IIIIII �II_fIICII-1ILII _IIILfI 1IIILIII_!IIILIII !II 1 II 11 II 11 11 11 II 11 11 MAGNIN 1 II II II II II II II II II II It II II II II II II II II II II gcom 11 11 11 11 Il 11 ii 11 ii 11 11 11 II 11 11 11 it 11 It II it 11 11 11 II II II 11 11 II It 11 11 II II it II mom" � � II •ter_ •w� Iy�{ - - I co �LJFL _ _ _ _ - I �1J _ � O �rw PROPOSED BANK BRANCH NET AREA J � 2500 50. FT. LoNET LEASIBLE AREA 3500 SO. � cn ® ELECTRICAL uQ -\Z m7 _ Jt Lli w Lo r-- `1 I o I ❑ o ❑ 1 TITLE: o ❑ o � i I PROPOSED FIRST - I ( FLOOR PLAN 1 , _ o ❑ o � 1 I 0 1 ❑ ❑ 00 ❑ DATE ISSUED: 03.14.2007 REVISIONS: 3 v, o N - - - - _ - - N 4 r v I v v J i DRAWN BY: FIRST FLOOR 8610 G.S,F. FIRST FLOOR PLAN BRANCH BAN,", 2'S©o r .s,F. CLS TENNANT SP/"SCE 4,555 N.S.F. ;+ w PROJECT #: o C-0024-05 m DRAWING NO.: '2 % E .a U ..o � m v Y Yo J .o U u lJ O p �V �H .. f STAMP: cq co w °° co ccj OU N 10 CC7 c'7 co co W 0 O O11) tq I SEEM r-------------------------I I L.LJ 4 I {i41t tl{4 LJ_ ^ 4/' J z FZZ Lu LLj N 73 O O I " ; `� I i ■P3 o i I !f'ii cr3 (L O� i --------- I i o Q -Hill JAhL i , f _ I I I I I r i I 1 I I SINGLE TENNANT i co NET LEASIBLE AREA � �" +/- 61000 SQ. FT. J W Lu I I LJJ Lo i I I U `�` Q � F--- I I u_' - - -- z 66 W LoI r------------------------------------� r Lu ------------ I I L - ---------� I j --------------------------------------------------------------------� i I i 0 ; I o � I I I I i TITLE: I I I o I I PROPOSED I SECOND o I I FLOOR PLAN I I I -----------------------------------------'-J DATE ISSUED: 03,14.2007 REVISIONS: 0 N -- SECOND FLOOR PLAN D E m L V N I 0 SECOND FLOOR q,650 G.S.F. TENNANT SPACE +/- 8,000 N.S.F. 0 J , U 0 DRAWN BY: CLS U , 3 PROJECT #: C-0024-05 0 DRAWING NO.: N +11 -2 J o� N v ¢ E E E - �U >r ro t:mAl 2 Y 6 � N U �U U L STAMP: w ° c c "? N O O u*) tq _ r U a LL z LLI LL C� z 3 .� 0 Q cq z I.- ~ a = 64 po tg W § _ . ._. _-------- POTENTIAL A ION o FOR ROOF TOP UNITSt-- _...., .._ ..._w .. ..... _._..,.. . ..._ _._. . . -.__..._,.. _ - O _. .,, ._ ___....._ ._ _.__._._. . ...,... ._- __. ., __ .._._.._.., . ._._, ._ ._..,_- : TOP OF STEEL ELEV. (75'^60) ITT TFF fill CD C N SECOND FLOOR ELEV. (62'-6") iffillilifilz Lu Lu I -9 -=1 : �A� -- UJI O u FIRST FLOOR ,` V 0 � W (� 0 WEST ELEVATIO>'S! � O'6 r 2CJ'a ry uj L W Lo TITLE: PROPOSED ELEVATIONS pit I DATE ISSUED: 01 ,24.2007 �. __.,_, _ . TENNANT SIGNAGE -- - --- - INEW ENGLAND SAVINGSBANK10 0 E 0 o - 3 DRAWN SY: CLS 0 PROJECT #: C-0024-05 m — 4 o ® DRAWING NO.. o p. s ¢ 1p NOt�TN ELEVATION A2 , 1 . E � ro Y X n� N� U� L O �V H ------------ - STAMP: w ° o m 0? < N N co 00 y� 10 cY?( M W O O 0 S ifX3 Ll- z POTENTIAL LOCATION U FOR ROOF TOP UNITS F--- cri z rl— a zoui o aU W < CL mQ � o T71 a® g V) (L' FfTl 0® oCINIIFFF } La fv1,5"� ®® ®® r in . I m: 0 ® II Ii Em li CN``--PROPOSED ATM MACHINE Z CY) LOCATION ON ISLAND @ I/4i� EAST ELEVATION OUTERMOST LANE Q O Lu 2 i�-On w LJJQ L0CD U U ,O Q Lu �-- cf) u� a 71, OU) Lu z TITLE: PROPOSED ELEVATIONS DATE ISSUED: 01 .24.2007 n REVISIONS: LJ N -- E N E E l v Y O i N I SOUTH ELEVATION DRAWN BY: CLS PROJECT #: m C-0024-05 DRAWING NO.: o � A2 , 2 5 c ¢ o f= au o n� � m v Y YO J ` O d O C1 N� W U� O� r H L s SITE PLAN COMMERCIAL DEVELOPMENT L --ICESI D111111111 E CONINIONS 1555 & 1575 . ROUTE 132 HYANNIS , MASSACHUSETTS MARCH 7 2007 REV 1 - REV 2 - . ISSUED FOR PERMITTING LEGEND NOT FOR CONSTRUCTION DESCRIPTION PROPOSED EXISTING MAOQVEST 300 Drain Manhole QDMH C;,,-nCe un�it� - U! INDEX OF D INGS Manhole (Unknown) 0 - t, Catch Basin ❑ 0 - C 1 Title Sheet Contour — — —��- — — �__`` - -- -lti�� _- Spot Grade x---[ j 8x1 C2 Existin Conditions Top & Bottom of Curb "`12s5 - _:.:-- �._ 12.45 89(vlce Rd ;132s01 Top & Bottom of Wall Tw=13.35 - Water Line w w— C3 Site Plan Hydrant TTxocanniv Crolj('it�tr � N � Water Gate pWV d C4 Layout Plan Sewer Manhole QSMH Qs Grading Gas Line G c CranbertyLn C5 Plan . �w n LOCUS Gas Meter A h4t� l' .�� Gas Gate ® © �'E, W�i►erv/a`v r,�r�� 9�j C"1' � C6 UtilitirPlan P!e �, cf Overhead Wire coo oHw � �sartt ernes pVk, �ft`e Q��H`� MW Utility Pole f N �� VVatcr t� C 7 Septic Plan r �, Dr Guardrail s ptocesSed Path C&CChain Link Fence —X —x —x —x -X — Cir�° I I Details _ � � Gdncrpte Post & Rail Fence o �'" . Uj �. rry Attu c ks Ln CL Stockade Fence Test Pit � Pond r� Hoybole w/ Silt Fence .. .. .. .. .. .. .. .. .. a �Y4 Fnrrd Parking Space Q ,Q ck/ ss e+ Flush Concrete Curbing FCC �ry ° Vertical Concrete Curbing VCC Nyes Neck Rc>i �►kese Cope Cod Berm CCB !. r'�r ��; ;, 1 u .,, P r v�, rA b nr Leach Pit LP C �. . Ville St 4 o .. ? �, �0 , Vertical Granite Curbing VGC ''6 �.+ S� c, 9 Likes?dh Or ,ti , 5 , U C3 Lake Center Ln Co12Q0 p " PollipQuest. ! c ,kN OF 1448s�c9 k O ylAR4C D. GP DIBS r� U CIVIL � Plo.4,5937 LOCUS MAP � Q SCALE: N.T.S. 3/71zo a' PREPARED FOR: PREPARED BY: BROWN, LINDQUIST, FENUCCIO & _ RAKER ARCHITECTS, INC. _ _ 203 WILLOW STREET BSC GP%0. UP YARMOUTH PORT, MA 02675 CIVIL ENGINEER: ARCHITECT: LANDSCAPE ARCHITECT: 657 Main Street Unit 6A, Route 28 BROWN LINDQUIST, FENUCCIO & ; BSC GROUP, INC. W. Yarmouth, Massachusetts 02673 M 349 MAIN STREET, UNIT D RABER ARCHITECTS, INC. W. YARMOUTH, MA 02673 203 WILLOW STREET 508 778 8919 1-508-778-8919 YARMOUTH PORT, MA 02675 .3 JOB NO: 48930.00 DWG. NO: 569e-02 SHEET C 1 OF C 1 1 I y I I I MHB FND 88+0 i BENCH TOP OF MHB• ELEV.=57.20 NAVD 88 W 2 UP -- ao 8,pwo�RoWsz N ~O m F o C?�JG Fe i CZ Cr �4?a t� CC w l•'look WF WF#51 �2 o � N/F N N to / WF#47 -' TOWN OF BARNSTABLE `O a 66G ASSESSORS MAP 253 2 `�' � cc CRAIG FIELD DATE � wF�1 T' � .�� / / ' a-•••tee __.-- ---_ . PARCEL 17X-1 / / WF 5 / -- --_ -_ N/F l PROFESSIONAL LAND SURVEYOR 00P �.-- --- TOWN OF BARNSTABLE N� i 6 3 rr / v/ /� "- --� ASSESSORS MAP 253 TOWN OF BARNSTABLE o / G ! •�` ,-- PARCEL 17X-4 ASSESSORS MAP 253 N / Pt--rA "' f n-. -" • ;K- " - J / - PARCEL 17X-2 K qq�, f� f- -,�. - / � / I SITE PLANS Q00 T4,001 S G BGUY i / f POLE +° COMMERCIAL ON • �� ////// _, -- �, .� � ,, \ - y P REDEVELOPMENT • SHALLOW POND - / ,� �/�� — �� a � 1 . RECORD P N r � W 639t -T6EDGE OF WATER 650 t. E I S 14'1�5i30 _f # 619.87' P Cr TION LINE - ` ` I #1555 & #1575 ROUTE 132 #2j ` - /F r - / ,� I T2-Pt ' i HENRY Y R K t �r.ti wI IN ASS , R MAP 25 T$-� WF y� oy � .' '� ."-J /� ' ,�-,� 1�6, �s � / BI 'MINOUS � � 1 h N j� 4 � eI9 EDGE OF BVW �� / y n PA KING LOT N` . Q HYANNIS • 24 `� / �'/ / / f �/F TREE IN ( / , - •�AR MASSACHUSETTS I 1 E / W OF WATER 34.5 / �y EDGE BAR R'f dt 130SE-P CLARIK TR. /° '� 1-� �. 3 , 89+ i p W �_� / pP� / ASSES S MAP 25 1 /` �� M f BARNSTABLE • WF �- r / /y�l' / PARCEL 19T • 9t,Sr65±S.F. UPLAND �� WELL ' C \ l r r g /`1 973±S.F. WETLAND L 2 STORY ) l WF#21 •-" / , \ P p0 N 75 43 40 11V • ` ` / 103,938t9 F ''QTAL �O WOOD FRAME �CF` WFOO R MAINS !`� T3-P,2 UP / '� / in j 1 / / S 75'43'40'C E / / e, 2 / N 2.4fACRE� TOTAL p�R STRUCTURE #E1575 MM I k q 0f OLD CHIMNEIYt „w / `' ! / /i /� 18.56 /. AS - t�Z- S \P CC 'FR?/ -- WFo18P3� �� / r •� � / / ,E ' Ho / UP EXISTING CONDITIONS ' �a \ S 4'16 20 W 7,8.52 —11 �Os WF�f17 REMAINS / �. / f ' GAS •_,_.-_• IFQD-1 --e • 0 102.3' • N WF 19 WF Ii6� OF CONCRETE ! _ 11. ZONE S 14-15'30" W 2 7 53' I OF M LOCK EgUNDATIO�f ..•�C ` p I / S 4'15 30 W 334.09' 7 HB ZONE EXISTI I ADWALL 2 STORY Qs t / \ \ �� ♦ \ '-t' _. - % \ WOOD FRAME �O SEP71C SIGN =52.98 • ) ® \� --- — x► / STRUCTURE 1555 2 STORY O FEBRUARY 22, 2006 WOOD FRAME DECK J C D.,DI zy-ROAD— -f— .�.�_ / ,� / STRUCTURE f1555 P o +I"�► PA a \ 69.6. O �^ 1 �- = - _ UPL� Fey 1 -- WF#12 ' _, ( `� \ \ LP J �r " -_ LP LR-- LP ^ Q o: -� BITUMIf�bUS t ISLANQ FLA1l1r BITUMINOUS n 44 / `O. ��,, WF1 O Ti-P3 �.NRY BA & ROSE CLARK,TR. / PARKIN P LOT ---� DRIVEWAY ,.� � �E , n o r SHALLOW DII POND �` ASSESSORS MAP�253 i / 1 ro Q' NO. DATE DESC. EDGE OF B \ \ cv CEL 16 , ` j cr CC �J #9 `-6� TREE U E 92, 1S.F. UPL�ND 1 I j �9 i`' �-� WF 5,2 tS.F. WETLAND • ..•� T1-P WF � u r 1, 97,549 S.F. TOT , ! C. PAD A�. EDGE OF PAVEMEN EXfSi1NG� ` UP 2 2tA ES TOTAI; _ � ' TIC O W�5 STRUCTURE WOOD FRAM555 S 00 EDGE OF WATER 34.5 a �.� 1 LP �/ OVERHANG G aM # Tt-P1 Sys$` 4#4 1 � , 1 �_ _ -- � /, � / U- GA _ � s WG �,/ 91-�'"' f S ED • s • 1 �� • l / '• '' - 'f STOC ADE FEN ` ME 493.86 TO CALCULATION U • 1• • CC J CC m �1 ti LEGEND / o., 4 t T GE of TER 540'f RECORD PLA so �� ! / S 4'15 0 W �,�..• in UP HH / \ ) m f r '1 POST AND / 50.9 X SPOT ELEVATION / / / / / i/ ` I I T uRAIL FENCE cc ■ r Fl I C.B. ® CATCH BASIN WF#2 / ■ ® I ' �� DMH ® DRAINAGE MANHOLE EXISTING/ SMH SEWER MANHOLE �.i� STRUCTURE ■ � ' TMH 8 TELEPHONE MANHOLE WF#1 W I LP .4.6 LIGHT POLE UPL UTILITY POLE / LIGHT / ^� ^� / PREPARED FOR: UPLT UTILITY POLE / LIGHT & TRANSFORMER o `2+ BROWN, LIND UIST FENUCCIO & UPT � . UTILITY POLE TRANSFORMER �� N/F ,Y s 0 � BRO Q , UP UTILITY POLE EDWARD T. STAFFORD TR. cc cc � RABER ARCHITECTS —0 — OVERHEAD ELECTRIC LINE ASSESSORS MAP 253 +x o EHH . ELECTRIC HANDHOLE PARCEL 15 � , , / 203 WILLOW STREET 13 # YARMOUTHPORT, MA 02675 0 GMET GAS METER —G— GAS LINE Gv o �a GAS GATE ' CB: CB ;NBSC WG ® WATER GATE o, —w— WATER LINE 349 Main Street TEST PIT '� J / Route 28, Unit D cc cuRe cut ^ 93+ # W. Yarmouth, Massachusetts 02673 NOTE: ° 508 778 8919 1. WETLANDS DELINEATED BY BSC WETLAND SCIENTIST. `O I NORMAN W. HAYES, PWS ON FEBUARY 7, 2006. y © 2007 BSC Group, Inc. I I SCALE: 1" = 40' UP 0 20 40 80 nxT ISSUED FOR PERMITTING FILE:48930-SP.DWG / NOT FOR CONSTRUCTION DWG. NO: 5462-02 Cl SHEET C2 OF i JOB. N0: 4-8571.01 MHB FND / / - 86v_ yl J— o l BENCH MARK: / TOP OF MHB / ; UP ELEV.=57.20 NAVD 88 6 3 �C PACE / �41 ! �LO Q)� oK � /Bp Q WF�f48 �� Lu� o cc WFr;51 — WF/' / N/F w ' 4 z y WF# �' \ WF r49� TOWN OF BARNSTABLE ASSESSORS MAP 253 `ate / CC _ / I WF`��50 /_� _ PARCEL 17X-1 b • / l // TOWN OF BARNSTABLE N/F Or ffJ� / / / ASSESSORS MAP 253 TOWN OF BARNSTABLE — PARCEL 17X-4 ASSESSORS MAP 253 C VJ r4�} / / PARCEL 17X-2 m �. / o MARK D. N T4 /P / I �- --__ / CIVIL cn , No.4593 GU Y� OiSTE \\I I r(/' -� / POLE /ONAI c'C SHALLOW POND �, � v � . 0 w� 42 �i I 3 � z y /PLAN- Q 4 F�r2\� 619.87' TO C LCULA LINE / / 1 L/ MARK D. DIBB DATE N,�AKP3 /T2-P1 WF'40 � 1 � ��5 N/F ' `'J / PROFESSIONAL ENGINEER IRW ,�2 -P2 � ASSESSORS MAP 25 �I'i� z �r9 VJF 9 PARCE 19B I L,' F L`u 0 EDGE OF BVVJ /� � t / ! I �/ /� /� / / / / BITrJMINOUS N w LIMIT OF CONSERYATI&N AREA I h, F � k /// t L� / o �n SITE PLANS 1 / / / �/F / o - m '; ti EDGE OF WATER 34.5 �;vF"38i / 1 AF RY BAR Y & �OISE P CLARK TR. TREE INE � � � h / 55 \ \ �; 10 �� rn # / — /6 F e C WFr;2� 'S s . �� "' ,^� T3-P1--` Vrf�7 �P ' / � / / � ASSESSORS MAP 253.ELu � a \ •t\�_ i 1{ y �Y WF13fi� � cx � ► PARCEL 19T ( / �_ �\ �J ; /( 8g� ( ', �J a - \ , :� 1 �; COMMERCIAL 3r L -� �- �5fS.F. UPLAND \ r ` / ^ a WF#21 v SJ / N / / '�� ? /11,973fS.F. WETLAND w WELL (yp� I o FAG` 1./ h0 I � \ Ion i� h 2 STORY ) ,� / / r F WFr#20 >T3-P2 / l�,Q` Ld / 103,938±9 F. TOTAL \ r;) pP N 75'43 40 W !/ `- pA � R MAINS UP' / N I to t .• S 75'4340`E R WOOD FRAME � � � 6y OF OLD C�IMNEY c{^/ // I �'J�c' Z / 2.4fACRES TOTAL •� \ \ 'v / / 1 4 cT I (Tl lnr r, l / REDEVELOPMENT 2 \ WF-�18 w P3 / 0 l / p / r / 1AS — - l .10(3 1 J ,.O 1' '16' W M 2' ,� -- — - UP S �- WF#17 REMAINS / \ i , V /M_TE - — :i e -zL_,_ _a`'a--�. ° l WF #19 I l^JF \ OF CONCRETE i H ` 0 GAS - `� ` r, =• ,t '.11';i0 Up #1555 & #1575 ROUTE 132 ' �----D--_'._(--- it �r� �-.p -` ° LOCK �ONDATI I J •. \ .• I11. M:F 10.8' RD-1 ZONE S 14'15'30 W V207,53' V'' r1 c I 5 1 `\ \ .__� 2 STORY HB ZONE '��EXISTI G - r WALL / '�+ IN LIMIT OF YNORK ,� 1 „' . li _,E _ E a-�„ _ / �, J WOOD FRAbc v iO L� c `. v =52.98 \ / / Wr7l 4 �10"� � �' ------- - \ L rf ., 2 STC RY t � :• DIRT rOA� _ ---_� ' �' — �J00) FRAIvE �' O �✓ qr 0 HYANNIS D :(�C STF UC"URI- rr 55EJPF� � CC Q; L LP ! — ,t , �,l MASSACHUSE17S ZD Z �/ n a 1cotuc. 'EACH Q BARNSTABLE 1 a� F �G, z 1 \PA \ �' t�< , , /MELD �� / > rr— P�OPQSED 1$,260 S:F— LP ` 1 Lp > ,, / I r OFFICE" _ G_ z lI' i -•.J v F / WF#10 T1-P3 ��/`- /r 8!fUM �bUS � � \.., ' •ram 0 l? t HENRY,rBARRY (M P. CLARK 1 �; ( _ ISLAND- FLA _ —� h BITUMIN US i / � ` L SITE PLAN SHALLOW ��NL� \ \ -,ASSESSOR t MAP 253 v \ P;,RKIf LOT �` / �`•\ I / l POLE DRIVEV�Y rl EDGE OF BVW \ \ I PAR 1' 16 `' —� NFr.g 3 \ o Cr. oo 6\. TREE Lff E \ 92.319fS°F. UPLAND ` µ 'Q �l �- CC J l f rr WFil7 \ /' \A 230±S. . Vi TLAND ` - f II� O.Q ` ^� , -1 T1-P'.� \ �/ t WFrI� �, �, . V 7,�49 S.F. Y07�Q9.2 / ' 1 J__t\ / gym` I �UP C. PAD w .iu —- I C� rn l 2.2tA �RE�a� I I _ /' EDGE OF PFtVEMf ' i J / rJ -__ � �— , ....— .— 2 � fOF-.2Y`— _— n , - f XI . ING � y \ ' "'UP � y W 5 J--.^ ) I / v ' TIC \ i J r EDGE OF WATER 34.5 �� I 0 JER 1A G MARCH 7, 2007 Tt P1 �: tp LP ._� c n EXISTING LOCUS INFORMATION s;,° \ - WE�I WG s ! J S D /MET.R - — — -_� �- O`"// CC - g1� �l F ) J / .-' , ;r c' ,E r / 493.86 TO CALCULA LINE - �� ° L ! , CURRENT OWNER. HENRY BAIRRY & ROSE P. CLARK TR � � -- - _ �,:,, 496t TO E GE OF WATER 540't RECORD PLAN � �=y'�. � CC \r J / / S14'15) O W✓ i !i = 'k ��. _� p -- _=_- . --=1 J \ UP �;' i H / N�'o Q #1555 #1575 I I lI /�i , / / / :i NFr,-3 ' / I ` m .� � �il�\ POST AND /raj / �,:cT� PAGE 24 / TITLE REFERENCE: BOOK 134-44, PAGE 205 BOOK 14236, / / / / / / \ I I 1�, \ -,TRAIL FENCE cc / PLAN REFERENCE: BOOK 441,, PAGE 63 BOOK 254, PAGE 2 W ,12 m /,,0 ' EXISTING ` L1 / �1 �� 1,f STRUCTURE I / �\ NO. DATE DESC. ASSESSORS MAP: 253 253 / wF 1,1 � o - PARCEL: 16 19T & 19B �` J, EXISTING TOTAL LOT AREA: 2.2t ACRIES 2.4f ACRES i 4 l; 4, ;Cv I COMBINED TOTAL UPLAND LOT AREA: 184,284t S.F. 4.23t ACRES TOTAL WETLAND & UPLAND LOT AREA: 201,487f S.F. 4.63f ACRES Aoo !a / /9? / COMBINED 0 / N/F �; � � �l-p EDWARD T. STAFFORD TR. ' CC ASSESSORS MAP 253 4j z ACC ZONING DISTRICT: RD-1 HB / PARCEL 15 / SETBACKS: 100' 100' Li l 10' 30' ZONING COMPLIANCE TABLE 10, 20' MINIMUM LOT FRONTAGE: 20' 20' ZONING DISTRICT: HB - BUSINESS DISTRICT, RD-1 OVERLAY DISTRICTS MINIMUM LOT WIDTH: 125' 160' CRITERIA REQUIRED EXISTING PROPOSED WP REQUIREMENTS: 50% MAX. IMPERVIOUS LOT COVERAGE* 30% MIN NATURAL STATE** MINIMUM LOT SIZE: 87,120 S.F. 40,000 MINIMUM LOT AREA 40,000 S.F. 201,487f S.F. 201,487f S.F. NITROGEN SENSITIVE MINIMUM LOT FRONTAGE 20 FEET 154.23 FEET 282.75 FEET PROPOSED CONDITIONS: TOTAL LOT AREA = 201,477 S.F.t ZONE: ZONE II IMPERVIOUS AREA = 44,978 S.F.f OR 22% MINIMUM BUILDING FRONT YARD SETBACK 100 FEET 69.6 FEET* 100.0 FEET NATURAL GREEN SPACE = 156,509f OR 78% PREPARED FOR: FEMA FLOOD MINIMUM BUILDING SIDE YARD SETBACK 30 FEET 10.1 FEET* 24.6 ZONE DISTRICT: ZONE "B" AND ZONE "C" AS SHOWN ON 100% RUNOFF MAINTAINED ON SITE, DRAINAGE SYSTEM DESIGNED FOR 25—YEAR STORM BROWN, LINDQUIST PANEL 25�0001 0005 C DATED 8/19/85 MINIMUM BUILDING REAR YARD SETBACK 20 FEET 350 f FEET 229.2 EVENT PER REQUIREMENTS + ** PROPOSED DEVELOPMENT IS 100% WITHIN THE EXISTING DEVELOPED AREA FENUCCIO & RABER OVERLAY DISTRICT: WP MAXIMUM BUILDING HEIGHT 30 -- 2 STORY 2 STORY 2 STORY MAXIMUM SITE COVERAGE 30% — BUILDING 9% 10% 203 WILLOW STREET MAXIMUM FLOOR AREA.RATIO 1 NA 0.1 RPQD REQUIREMENTS: MIN. LOT AREA = 87,120 S.F. YARMOUTHPORT, MA 02675 MINIMUM PARKING FRONT YARD SETBACK 45 FEET 88 FEET 68 FEET TOTAL LOT AREA PROVIDED 201,487 S.F.t MINIMUM PARKING SIDE YARD SETBACK 10 FEET 0 FEET 10 FEET i UPMINIMUM PARKING REAR YARD SETBACK 10 FEET 0 FEET 155 FEET _j BSC SEPTIC SYSTEM REQUIREMENTS * ITEMS DO NOT CONFORM WITH THE TOWN OF BARNSTABLE ZONING BY—LAWS SITE RESTRICTIONS: ZONE II - AREA OF CONTRIBUTION BARNSTABLE GENERAL BYLAW 232-5(A): WASTEWATER DISCHARGE — 330GPD/ACRE MAX 349 Main Street PARKING REQUIREMENT TABLE Route 28, Unit D DESIGN FLOW: OFFICE SPACE — 75G.P.D. PER 1000 S.F. CRITERIA REQUIRED PROPOSED FLOW = 18,260S•F. / 1000 * 75 G.P.D. = 1,370 G.P.D. W. Yarmouth, Massachusetts 02673 REQUIRED NUMBER OF PARKING SPACES 1 SPACE / 300 S.F. OFFICE 1370 G.P.D. / 330 G.P.D. PER ACRE = 4.15 ACRES REQUIRED 508 778 8919 1 SPACE / 200 S.F. BANK 4.23 ACRES PROVIDED (UPLAND) © 2007 BSC Group, Inc. PROPOSED PARKING SPACE SUMMARY 2,500 S.F. BANK / 200 S.F. 12.5 SPACES SCALE: 1" = 40' ` 13,055 S.F. OFFICE / 300 S.F. 43.5 SPACES 0 20 40 80 rEer 3 SPACES REMOVED FROM ADJACENT LOT 3 SPACES ISSUED FOR PERMITTING FILE:48930-SP.DWG 59 SPACES REQUIRED NOT FOR CONSTRUCTION 61 SPACES PROVIDED DWG. N0: 5462-02 JOB. NO: 4-8571.01 SHEET C3 OF C11 < / N/F / TOWN OF BARNSTABLE L �ASSESSORS MAP 253 cn 0/! /, 8 8+0 / N/F PARCEL 17X-2 / TOWN OF BARNSTABLE ~ / ASSESSORS MAP 253 O&W PARCEL 17X-4 1 / UP S 1415 30 W 639t TO EDGE OF WATER 650't RECORD PLAN �. / 619.87' TO CALCULAI LINE If EXISTING 9 SPACES 4.. N/F N HENRY BARRY & ROSE ASSESSORS MAP 253 m N �, 0 BITUMINOUS PARCEL 19B N LIMIT OF CONSERVATION AREA ) PARKING LOT ------ -- -- - --- -- -- -- -- -- -- -- -- -- - -- -- - -- - n / / OF ftcA,, — 3 z 2 � - � TREE LINE ; D1k�;3^ CIVIC_ No.45937 N/F HENRY BARRY & ROSE P. CLARI< TR. / _ � ~ ASSESSORS MAP 253 � � \ \ 8q n •,�Ottilll , PARCEL 19T � � EXISTING 80ARDING \ � �, w \"�-0 91,965fS.F. UPLAND �� J� HOUSE AND MOTEL TO \ FUTURE ROUTE 11,973�S.F. WETLAND oo / BE RAZED 132 LAYOUT 103,938fS.F. TOTAL 2.4±ACRES TOTAL JELL / / � LANDSCAPED / o S 75°43'40" E of"D 2 STORY PROPOSED BERM \ •.► }✓ / o\�� / N 75°43'40" W WOOD FRAME \ ,I :� 3 RAIN GARDEN 007, 16.56 7 ,✓ T ~ / / � CCB / 16.54 CCB STRUCTURE , 1 �75 CCB ( y MARK D,. DIBB DATE PROFESSIONAL ENGINEER N _ jsrviH •� i � CC MODIFY EXISTING �I 12 N GAS ary 1 / �L ENTR FOR • i / TEMP RARY ACCE� o •. r1 20 0 7 .52 MET -- - a"- S • PROPOSED �ti GAS �, CCB -°-- 9 Q' �o-- o `%� `;= Y UP SITE PLANS O f ' BENCHMARK: •, CURB STOPS cm Q� °° METER -°��1 �� ° -- ��' R=138' 02.3' - -' ARK: • • ° ! ;� "�� RD-1 ZONE S 14°15�0„ W �; 207.53' " TOP OF / 15 30 W 334.09 /. i ! _ ,n HEADWALL -- PROPOSED .� . _ _-- I_- _ . - . _-_ ._ _ -.w_ - ---_ _. _ _ .-._- . __-. �.EV._ COMMERCIAL • o - _ __ �..-- ----------.__-__. H B ZONE � � • RAIN GARDEN / C / E 52 9 • 2 S- ORY © o S / EXISTING %; ~ /J of SEPTIC �_ / REDEVELOPMENT • WOOD -RAME .----, /-- O STRUCTU :E �r1555 .0-'�0 .0 5.0 g,0 yti �O WALK SIG %! ' � ��+ °,,Vcc CON / LIMIT OF WORK D f!l 6 CONC, WALK F- 2 ST RY u / PROPOSED cc COORDINATED TE WITH / ' #1555 & #1575 ROUTE 132 HAYBALE/SILT N JOOD FAME o ,� yr FENCE �,' 29.68 cl�� C STF UCTURI- #155, 0 15 / S /SIGN (TBD) FUTURE/MASS. • I a 20 00g oO Q �. \ %; HIGHWAY PROJECT / ! CC CONSERVATION ARE" 2.OAC a ca o PROPOSED / / IN AREA CONSISTS OF UPLAND BETWEEN —v' -' FCC- - ACR- E A �F,`° / RAIN GARDEN / ~ i� I � LIMIT LINE AND WMAND) r o — _ ENT. - _ CC �\. / �>dP�� , -� / / CB / r / / ni HYANNIS v O 6 CONC. WALK 6 CONC. WALK LP 14 `,�r �6 / / � , / 90 �� ' GB/ i '� MASSACHUSETTS \ + I ENTW LANDSCAPE AREA o ENT. \ ��-zv / cJa "` O ! I o 10.00 N 30.34 g 25.00 �/ / r• / ' s ? BARNSTABLE �- / O 1 30 r 20.52' HANDICAP �•+`' ACR-TYPE B O. 0 ci ENT. g � / \ I z PARKING SIGN(TYP) ` A J LP T � PROPOSED 2 F�S TORY LP LP ,' / z "' �\ .LP:_-� >,; $ CONC. OFFICE BUILDING/ I r o� / / ` o Qi LAYOUT PLAN 18,260 1 14 •� / o ARRN F f _ 18 260 SQ.-FT. bi I 0 +� p / �11� � $ PAD ll (� )) �2 ENRY ASSESSORS OMAP 253AR1< TR. : 'J �� ®I c� F;TUMINOI S F.F.=53.00 / 'ISLAND FLAG ENT.0, ji ,^ �- Gy\ P aRKING L )T I POLE a � a1 1 PARCEL 16 BITUMINO 92,319±S.F. UPLAND a co DRIVEWA' o % ENT. Q \ ~ \ 20, 1 ;'�, �.,, •qr MARCH 7, 2007 5,230fS.F. WETLAND � ai ,,' / 10.00' 29.65 0 b .$ '97,549tS.F. TOTAL1 2.2±ACRES TOTAL Q ' I �;, �� G' C 11.98 > I Cl 50.00 o Et / J o SEPTIC I I/ i �' CC / '�. \ z 0 I c rn / LEACH ` �_ EXISTING BIT. CONC I �i ISLAND o r- li � ; � TO BE REMOVED AND / — _._ - __. / t LOAM AND SEEDED%NL I FIELD LV E I CONC. PAD o / PROPOSED r 1 / LL PROPOSED , -_ EDGE OF PAVEMENT $ -o TP#1 ~ J DUMPSTER Ce J D D n CANOPY t� ' (�cPTIC IISTING J �I \ " ~ j�UP LP O O �ry ,Q W00�[ FRAME ISLAND '��. / I J I • 6 v ado+ s c ��\ / ��.us' NO. DATE DESC. / ` EDGE 6-F- P L,�-N fE-D �p� WG o REA - 4 C? Q�`. • FENCED ~- WELL ENCLOSURE ° r -I Rin R_ a / (ho ° f. ° / Q;7' jO cc 76 ° IjGE / D 1 tea✓_-._ram— -- -, a—� n n S14'15 30 W °—`' — '~ —_1_ 20.0' 496f TO EDGE OF WATER 540'f—RECORD-PLAN— TO LA U cc P RELOCATE EMH L o TRANSFOR (�j� E -E E ".. __ —51 _ <D OUP G irn EXISTING MER ^I h -LP _ 1-P FAN % PLANTINGS PAD �J y LP_ 11TUMINOUS CUF DING -- -- - -- - "- -� \U' %Z 5GE N/F I I � \ \- POST AND EXISTING I \ EDWARD T. STAFFORD TR. \ RAIL FENCE o / STRUCTURE \r I Sp ASSESSORS MAP 253 LP \ •- \ PARCEL 15 1 � EDG OF / D \ PLA TED/ I /CC L_S i D UMF�� DMH ARE HA - - DM I I _ HYD PROPOSED Q� DRIVEWAY t, (( CB DMH / \ PREPARED FOR: ' > BITUMINOUS PARKING I DIJI-! tr) �n CIAP �. _.:_ BROWN, LINDQUIST r) DM-I / '. FENUCCIO & RABER 203 WILLOW STREET YARMOUTHPORT, MA 02675 BSC 0 UP 349 Main Street Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 UC 2007 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 Fr , ISSUED FOR PERMITTING FILE:48930�—SP.DWG NOT FOR CONSTRUCTION DWG. NO: 5462-02 SHEET C4 OF C11 JOB. NO: 4-8571.01 S 14*1 W30" W 639t TO EDGE OF WATER 65W* FORD- PLAN 619.87 0 CALCULATON UNE EXISTING 9 SPACES ° HENRY g IN/F ARRY 44 ROSE P. CLARf TR. ASSESSORS MAP 253 BITUMINOUS PARCEL 19F3 ` h fTi / OMIT OF CONSERVATION AREA \ I / / PARKING r -- - � - -- �- -- -- -- -- ` ------ � - - - ... LOT- / 1 TREE LIN I / / `L F W hO / � � \ ^ 1+i �,� _ m F ` ' I / �i �r INFILTRATION SYSTEM \ �' / �,1 / _ \2 / o / �r1tNRY BARRY ROSE P. CLARf< TR. LP 6 7 9 10 11 #1 \ o \ \ / / ASSESSORS MAP 253 � \ / / / ( / RIM 6=52.35 �-- \ � � , o ��-I-p / PARCEL 19T I RIM 9=52,70 \ \ \ cU �• to SS / 91,965 S.F. UPLAND I RIM 12=52.45 / ` \ I / / / ra MAPK D. tiC � 11,973fS.F. WETLAND \ .� � 103,938tS.F. TOTAL w I � � � 7� 3. -� 2.4±ACRES TOTAL \ t'JELL / J .• / RIM=51.87 RIM-51.60 � ) LANDSCAPED / j I 53 '� PROPOSED �' BERM \ • S _7 3 4 \� �� zoPo J:� 75°43'40" W Al / r<o.45Q37 S o°' / WOOD T RAMF 53 / 53.8 \\R t\ARDEN / \ \ .\ l"!� / / Sr )CTURE " 575 \ ! ��cam,• • '- -� � 5 i lIH CC . GAS -- ---c,i.•r-__ _ �% � - � \ � 1_N\ •• . \ 1/4�1 0" 78.52 / PAETEf: - `(� ) - \ / / /� �/ � � _ -- ,/� ._.- UP 3/1 LC�1f GAS �- -° --° � --�-- \ , , � • �� ' •• \ N METER '- � -� �-_.-- -� 52:20 ,a _o "`�.. ° -- �/ _._,. I BENCHMARK: � � MARK D. DIBB DATE 40 \ J o • °15'30" W 3 4. 9' RD-1 ZONE S 14*15'30" W 207.-53' " TOP OF PROFESSIONAL ENGINEER .... EIrEV.-52.98 RAIN GA DENPROPOS .LP ADWALL ZOAh=� .� .••. �� \� �Q F l ` / 2 _TORY ( D D / �[ D / EXIS,ING / /a WOOD FRAME L 7 9J 1P 1 1 � L - TC �o SIG / STRUCTUI'E /1555 BCL / I - , �- , f , -� -._ � ' / SITE PLANS LIMIT OF WORK 2 STC RY HAYBALE/SILT / /i MOOD FRAME 1 CB 1 / COMMERCIAL FENCE r i / 0 / l_ / ;' CIS STRUCTURT �1551, RIM=S .80 J s / ; CC \ �-- I L1 �. , / _ TC=5 9 T -52.8 TC= 2.89 ' i / PROPOSED / \ �...', CONSERVATION AREA 2.OAC I / TC 5 BC 5239 0c \ (A EA CONSISTS OF UPLAND BETWEEN 5 7 ! / BC - - BC=5 39- B =523 --_ �F �.,: \ ; RAIN GARDE UMiT UNE AND VGEIT�AND) / 6. x , - �� _ . g i ;; , CN4 REDEVELOPMENT CB 1 I I N� p 49 1 52.96 52.50 52.98 52.98 �.`' G� `/ / i /! #1555 & #1575 ROUTE 132 \ \ RIM=45.7 52. /l hr, + I / ti v� / t , o,N\ n •h 1 ham• c to �N �. TC 48.70 - - / / / Lu ► / BC 4i200 I _ LP -- - - - ,�J' HYANNIS -� • , J / / I PROPOSED 2-$$1fORY LP 1 I x LP. i �� l ;' CONC. OFFICE-BUIU)ING� 52. a x N F 13 7 I I I PAD 18.260 SO.- `pil' 3. MASSACHUSETTS 0 LNRY ARRY & ROSE P. CLARK TR. • D F TU vIINOI 3 / -� I I �/ M ^�� "�' 1 I F.F.=53.od �\ / $ARNSTABLE N ` I. ' ( ISLAND FLAG M .� L ASSESSORS MA 253 � � f i PaR:ING L )� ___._ -" -___ / 'n � _ �%_.. � c PARCEL 16 W \ �.. / �`� _ � \ POLE s ITUMI JO / ~ / 11� z a6 , / - / o N 92,319t:5.F. UPL ND Q X 7 + � -""-7=" -- -_ ._ _._.. -_._ '--- _.- .- - -� � I DRIVEN6 5,230±S..F. WETLAND z ` , / �- TC=51.90 \ BC-51.40 / e 49.80 � � l� i60 I 97,549�:S.F. TOTAL � ! � � kg / � / ! 4 � / tt ✓} rJ o ,n 51.6 2.2fAGRES TOTAd > N - z /1 /^ GRADING PLAN 1 ! ° / I INWMATION SYSTEM #1 1 I . "' '`' TC=52.58 SEPTIC ' I/ \ ,. �•. I LP 13, 14. 15. 16. 17 do 18 v, a BC=51.94 / LEACH �r ~ / cc i RIM IM 1 1 .80 0 : I - / 7C=52.20 TC=52.58 FIELD I / RIM 15 4.00 L 45.9 ` ` ' TC=49 70 INRLTRgqT10N SYSTEM #2- 7C= 1.40 BC=51.7d BC=51.94 o BC-49.20 LP 4 dc15 BCa50.90 I . 1 0 RIM 4 49.50 ( CONC. PAD „ N RIM 5 49.10 -� - ' Q / f \ A / /'-� / MARCH 7, 2007 • ^' / �� 1 7 Inv - - iS INV / n „ / UP 1 I D I-_ W00 ir�'AME `.. I I \ l � d. ALP / � P I , WIDE J EMERGENCY 0 RF�OW %,• I 1 % \ EDGE OF PL �NT_D - ca I / ! WELL \ -�. _ - - _ lh _ / o 0 o u °- ° / 97 _ ° p � Al / O �r01 O O / O � ' � . i... _ 5�__ // r GG \ i _ S "0,:P HDL Ff i� ° ` JJJ `w�J j�`J`j "'\ -� , ' -� / N0. DATE DESC. / r. _., ---._-. - _ .-..- 'Z.- .�^^ f l I' n n h n ---^•- f�l---v--- '_'-_'-=P- _� ..,/r ' "'-- '_� --�� ,1 I /S14'15 W _ ____ 96t�G EDGE OF WATER 540'f-RECORD-PLAN-- _ 'N / 1' ----I cc , - \ l EPJtH ` INFlLTRATION SYSTEM i =50.80C UP r G Im ✓� / i J --� r' TRANSFOFZMER �E-/- -E E LP -51 LP 2 3 �� \ / r PAD �'LP 11ZUMIIJOUS CL 31NG _ _ - -- _- -- -_--_- - � LE MJ F R 3 = 51.47�\ l'�\ ,`J I � I I / / I EXISTING \ I \ I EDWARD T. STAFFORD TR. RAIL FENCE 1 'a / RI =49.8 cS \\ ,.POST AND STRUCTURE \� Sp ASSESSORS MAP 253 \ -LP \ �'" l / / 1 \ PARCEL 1.5 1 � EDG OF / f 1 I\ PLAITED/ �i r' CC DMf;l \ I I \ AREA\ _ I r DMH DPAH f-IYD1 '� / ,,....- / �. CB @ DMH / -� / '> BITUMINOUS PARKING I DNIH <v ;�% Cr / / r / �' t I : l l \ l DIv1 i PREPARED FOR: BROWN, LINDQUIST FENUCCIO & RABER 203 WILLOW STREET YARMOUTHPORT, MA 02675 BSCl_. 349 Main Street Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2007 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 Fir ISSUED FOR PERMITTING FILE:48930-SP.DWG NOT FOR CONSTRUCTION DWG. NO: 5462-02 JOB. NO: 4-8571.01 SHEET C5 OF Cl 1 S y S 14015'30" W 639f TO EDGE OF WATER 65W:k RECORD PLAN 619.87 TO CALCULATION UNE !. 1 � I EXISTING 9 SPACES N/F HENRY BARRY & ROSE P. CLARK TR. ASSESSORS MAP253 BITUMINOUS PARCEL 19B m / UMIT OF CONSERVATION AREA -� PARKING LOT r" TREE LINE o l / 27 O INFILTRATION SYSTEM1 Z �._ co` / HENRY BARRY & ROSE P. CLARK TR. LP 6 7 8 9 10 11 12 �- \ / co ASSESSORS MAP 253 / \ / cu PARCEL 19T / / RIM 6=52.35 \ TRANSFORMER TBD {PER c1 RIM 9-52.70 --_`89-1-o =° 9,973± S.F. UPLAND \ LOCAL UTILITY COMPANY) �._i /.. / / �NOFn9�; _ � / / RIM 12=52.45 _ � 11,973fS.F. WETLAND INV. A =48.17 s a ti 103,938fS.F. TOTAL •' CB 2 •. VELL / CB 3 INV. B =48.65 2.4tACRES TOTAL RIM=51.87 INV. C =47.60 RIM-51.60 ` \ \ i ' / / DBBS3 •• •• S 75°43'40" E / php / INV=48.37 INV. D =46.80 STORY INV=48.10 � '�' PROPOSED \ V '. a CIVIL 16056' N 75°43'40" W INV. E =48�350D FRAME RAIN GARDEN \ !� No.45931 .cf O Q j 16.54' STRUCTURE �'�1575 \ \ ! �a POLE TO BE • �� } SIviH RELOCATED ~ I CC S 14°16'20"W 78.52> GAS ° ,-�_�, -I ` / 1 UP �NIETER `� \ --�vHo r4� r HO � -( UP 3 � r nor • / GAS // DATE •. METER -- °---- -°. ---- ° __.,..� BENCHMARK: MARK D. DIBB . - o RD-1 ZONE 14*15'30" W 207.53' 701 OF PROFESSIONAL ENGINEER 15 30" W 334.09 t l =' '/ HEADWALL - PROPOSED _.._�� =52 98 » RAIN GARDEN 2 STORY ""I \ i/ EXISTING )'1 •J it WOOD FRAME '"'ram 7iL9=: 1 D O / I l STRUCTURE 1555 07, \O �� SIGN �r ,O'le 4.500 GALLON >\ ox - , , _. SITE PLANS LIMIT OF WORK INV=49.00 s" ADS 2-COMPARTMENT o �/ E `l l LIMIT OF �I H-20 SEPTIC " 2 STORYHAYBAL • } / ii TANK WOOD FRAP�rE � CB 1 /1 15CK » <- FENCE STRUCTURE �r15.4 RIM=52.80 / COMMERCIAL 4 CIO 2X l < /1 I ' Q (Jin` PyC INV=49.30 ,�� / CC L SCH so O / / I o/ PROPOSED /\ CONSERVATION AREAL 2.OAC - RAIN GARDEN �. . t ;' 8 (AREA CONSISTS OF UPLAND BETWEEN ( n- �k a LIMIT LINE AND WE*AND) ..i - - - j :p� / / I c�► REDEVELOPMENT • CB �' I CB J Wf!' F / / LP r" i 4' INV=46.00 INV-49.00 \ gp� , \ ce s ► ,�f ; D-eox(DB-9) / ( #1555 & #1575 ROUTE 132 RIM=45.7 �. �..`''"` of ; W/MANHOLE 15 m O. /. i• D j z t e cv `� �\ J - - INV--49.00 / rN,- �i t ,o, IN m ' J ' ROOF DRAIN (TYP.) --- ROOF DRAIN (TYP.) to �<v l I-' GT LP / I /14 �S l it 6"C! 01,09G - _- I 1 �_ / �Q .�' i -� 6 Cl01.0� / / NI � PROPOSED 2�[S�'TORY LP LP � \� ```� J J I � � _i � o +� � HYtli�l S N/F t' ,� 13 CONC. OFFICE BUILDIf+1G O �" 17 / I PAD 10.260 SQ.-FT. - (c�) i / / MASSACHUSETTS EN BARRY & ROSE P. CLARK TR. / O 11 L- F.F=53.00 f i2 / ` /� � ASSESSORS MAP 253 .� J ( ) / 12" ADS E RKI I OIL ) ISLAND FLAG4 / l'�M l / l I �.I BARNSTABLE _ PARCEL 16 w ` P 1RKIN� L )T L -POLE -- - s V / Z + 92,319±S_F. UPLAND a = t / r 8 r � ') - _� BIRIVEWAU., v DRIVEWAY / m r \ \ 9T-5 S.F. WETLAND a7 : I 40 I INSPECTION\ !'`+ 2.2±A RES TOTAL I ' PORT (TYP OF / ` / , A + 2.2fACRES TOTAL < • ;� / UTILITY P1AN INFILTRATION SYSTEM #1 / 6"C 21.g '� �;' 2) \ LP 13. 14. 15. 16. 17 & 18 I INV-49.00 CC / �^^ �.... RIM 14=46.80 v ' f� / -- �4 / r RIM 15=47.00 I INFILTRATION - .� �l !i 8 X 28 RESERVE AREA o `I� LTRATION SYSTEM �2- ___��____ _._ � 1 i LP 4 do 5_ '� -mac T -- � � Co I a_ [��- _ + � � RIM 4 =49.50 _ -T_ _-�CONC. PAD a � ` '� t , 8' X 28' SOIL, / + - - RIM 5 =49.10 r0 ' AB ORPTION SYS M / / aF PA �, _ / TE / MARCH 7, 2007 - - - - INV. A _46_10J - - - IP1 - - ! LEACHING FIELD LP ( SEPTIC IC G lr r S SHEET C7 /� 1 -- -BOT�BYSTEM�39.00 CE FRAME / j�l / N y UP �10 WIDE -_ _ ^ 4 _ O 2 POLYPIPE TAPPING SLEEVE/ + EMERGENCY OVERFLOW _ _ �0�--r ,A , S v�r,rc Od 1 N s � EDGEOf PLA 25 N M` / S�/ SERVICE DOMES I C / ' W/ GATE VALVE _ _ , '� _ W �c' � ,) 6" CLD' (TYP OF 2) ' 6 i N TED _ , • I AREA'- WELL W' - r 6- 1 22 i SPRIN 6 a� n N N C: [ Or n S s RD 12 ADS +�' [ • f � •o �C • // � ,�� '�-.�' -s SF =D Q _ °/ ° ^o 0 o S cl �-NL F°F 'raE ° ° A �' --- / G -. . _ °--�_lll��l / I , � N0. DATE OESC. S14'15 30 W _ 496t�'0 EDGE OF WATER 540 t-RECORD-PLAN- _ -- --- / �r >;� ;\ / oG - r., -� EbAH -E C INFILTRATION SYSTEM �/j 6' '`' • ' TRANSFO MER E -E, {p -51 LP M- C o r 50.80 I i / ' rn -_ >_ ��=LP 1__2 & 3 INV.=47.30 It.N ROPOSED �1 ` PAD LP 31L�11NOUS Ct.� 3ING_ _ M=1==52:0 - \ VENT {PITCH �'I l , - - -� - (\ cal HH / / I DGE OF PA EM R M 3 = 51.47 ` TO DRAIN) '�/ J^� GAS UN PER LOCAL t i CB 4 � r N/F I I I V A = 8.00 \ \ � POST AND b; ;`^ UTILITY COMPANY j EXISTING I RI -49.8 I \ EDIhARD T. STAFFORD TR. I V. B = 00 � \ PAIL FENCE z' 'o REQUIREMENTS I STRUCTURE IN =46.5 �} Sp ASSESSORS MAP 253 I V. C _ 7.60 ' LP \ i �, C l I 1 = 1 \ EDG OF C I PARCEL 15 1 V. D - 7.00 \ AREA`- _ C i [) DPAf'� I I OD T T E 00 PLA TED/ }, ', - DMH DMH I �_ � - -- / CB DIVIIH BITUMINOUS PARKING I DMH D Dlvi'I / I) CONSTRUCTION NOTES: CONSTRUCTION NOTES (CONY): UTILITY NOTES: UTILITY NOTES (CONY): 1. IN GENERAL. THE PLANS ARE DIAGRAMMATIC AND ARE NOT 8. ALL PAVEMENT MARKINGS, IF ANY, DISTURBED BY 1. PRIOR TO RECEIVING AUTHORIZATION TO CONSTRUCT, ALL 7. ELECTRIC, TELEPHONE, CABLE, AND GAS UTILITY SIZES, AND PREPARED FOR: INTENDED TO SHOW EVERY FITTING, CHANGE IN DIRECTION OR CONSTRUCTION 'SHALL BE RESTORED AS PART OF THIS WORK. MATERIALS SHALL MEET THE STANDARDS AND RECEIVE SHOP APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH BROWN, LINDQUIST DETAIL OF CONSTRUCTION. DRAWING APPROVAL, BASED ON MANUFACTURERS DRAWINGS AND REQUIREMENTS OF THE APPROPRIATE UTILITY COMPANIES. 9. THE CONTRACTOR SHALL INSTITUTE ALL SAFETY MEASURES OTHER DATA. FENUCCIO & RABER 2. THE CONTRACTOR SHALL GIVE ALL NOTICES. COMPLY WITH NECESSARY TO PROTECT THE PUBLIC SAFETY. THIS SHALL 8. THIS PLAN HAS BEEN PREPARED AS A SCHEMATIC 2O3 WILLOW STREET ALL LAWS AND REGULATIONS. OBTAIN ALL PERMITS NECESSARY, INCLUDE, BUT NOT LIMITED TO. BARRICADES. SIGNS, LIGHTING, 2. ALL PROPOSED STRUCTURES, PIPES OR UTIUTIES CONNECTING REPRESENTATION OF THE PROPOSED ELECTRIC, TELEPHONE, GAS AND PAY ALL FEES ASSOCIATED WITH THE INSTALLATION OF THE FENCES, POLICE DETAILS, AND ANY OTHER MEANS AS DIRECTED. TO EXISTING STRUCTURES, PIPES OR UTILITIES SHALL BE MAIN AND WATER SYSTEMS. IT IS NOT THE INTENTION OF THIS YARMOUTHPORT, MA 02675 WORK. NO TRENCHES ARE TO REMAIN OPEN OVERNIGHT. VERIFIED FOR LOCATION AND ELEVATION BY THE CONTRACTOR DRAWING THAT EVERY DETAIL, DEVICE, ITEM OR PIECE OF PRIOR TO CONSTRUCTION. ANY DISCREPANCIES NOTED SHALL BE EQUIPMENT BE SHOWN. FINAL DESIGN AND APPROVAL MUST BE 3. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS. LABOR. 10. ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE REPORTED TO THE ENGINEER. OBTAINED FROM THE RESPECTIVE UTIUTY COMPANIES FOR SUPERVISION, TOOLS. EQUIPMENT. FUEL. POWER. SANITARY ONLY AND WERE COMPILED ACCORDING TO AVAILABLE RECORD LOCATION OF TRANSFORMERS. CONDUITS, GAS METERS AND FACILITIES AND INCIDENTALS NECESSARY FOR THE FURNISHING. FROM THE VARIOUS COMPANIES AND PUBLIC AGENCIES. ACTUAL 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONNECTIONS TO BUILDINGS. ®1 PERFORMANCE. TESTING. START-UP AND COMPLETION OF THIS LOCATIONS MUST BE DETERMINED IN THE FIELD. BEFORE ADEQUATE RECORDS OF THE LOCATION AND ELEVATION OF ALL BSC WORK. DESIGNING. EXCAVATING, BLASTING, INSTALLING, BACKFILLING, WORK INSTALLED. THE CONTRACTOR SHALL PROVIDE THIS 9. AT THE COMPLETION OF OPERATIONS, THE CONTRACTOR GRADING, PAVEMENT RESTORATION, REPAVING OR OTHER INFORMATION TO THE ENGINEER FOR USE IN PREPARING SHALL BE RESPONSIBLE FOR CLEANING ALL NEW AND EXISTING 349 Main Street 4. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS CONSTRUCTION, ALL UTILITY COMPANIES MUST BE NOTIFIED AS-BUILTS. DRAINAGE STRUCTURES OF SAND, SOIL OR OTHER DEBRIS. FOR THE SAFETY OF PERSONNEL AND PROTECTION OF PROPERTY INCLUDING THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS Route 28, Unit D AT THE SITE ADJACENT THERETO INCLUDING, BUT NOT UNITED PLAN.; SEE CHAPTER 370, ACTS OF 1963. MASSACHUSETTS. 4 UNLESS OTHERWISE NOTED ON THE DRAWINGS OR IN THE 10. INSTALLATION AND TESTING OF THE WATER MAINS, SERVICE W. Yarmouth, Massachusetts 02673 TO. TREES. SHRUBS, LAWNS. PAVEMENTS, ROADWAYS. CALL "DIG SAFE" AT 1-888-344-7233. BSC ASSUMES NO SPECIFICATIONS, ALL PROPOSED DRAINAGE PIPES SHALL BE 12" CONNECTIONS, GATE VALVES/BOXES, HYDRANTS, AND FITTINGS STRUCTURES AND UNDERGROUND UTILITIES NOT DESIGNED FOR RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF ADS PIPE. SHALL CONFORM TO THE TOWN OF BARNSTABLE REQUIREMENTS. 508 778 8919 REMOVAL, RELOCATION, OR REPLACEMENT. UTILITIES OMITTED OR INACCURATELY SHOWN. BEFORE FUTURE CONNECTIONS, THE APPROPRIATE U71UTY ENGINEERING 5. ALL DRAIN MANHOLES SHALL BE 4' DIAMETER UNLESS 11. SIZE OF GAS LINE TO BE DETERMINED BY KEYSPAN GAS. 5. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE DEPARTMENTS MUST BE CONSULTED. OTHERWISE NOTED. © 2007 BSC Group, Inc. MEANS, METHODS, TECHNIQUES, SEQUENCES. AND PROCEDURES 12. ALL PIPING WITHIN 10' OF THE PROPOSED BUILDING TO BE OF CONSTRUCTION REQUIRED FOR THE INSTALLATION OF THIS 11. ALL METHOIDS AND MATERIALS SHALL CONFORM WITH THE 6. UNLESS OTHERWISE NOTED, ALL EXISTING UTILITIES THAT CAST IRON PER MASSACHUSETTS STATE PLUMBING CODE. SCALE: 1" = 20' WORK. MASSACHUSETTS HIGHWAY DEPARTMENT STANDARDS AND TOWN SERVE EXISTING USES/BUILDINGS, INCLUDING BUT NOT LIMITED OF BARNSTABLE REQUIREMENTS. CONTRACTOR TO COORDINATE TO, DRAIN, GAS, TELEPHONE, CABLE AND ELECTRIC SHALL BE 13. ALL EXISTING SEPTIC COMPONENTS TO BE PUMPED AND 6. ALL MATERIALS SHALL BE NEW AND FREE FROM DEFECTS AND WITH THE PLANNING BOARD'S AGENT REGARDING CONSTRUCTION PROTECTED. THESE UTILITIES AND OTHERS THAT SERVE ABANDONED IN ACCORDANCE WITH TITLE 5 REGULATIONS j'� f 0 10 20 40 FEET OF GOOD QUALITY. INSPECTION REQUIREMENTS. ADJACENT PROPERTIES SHALL REMAIN IN SERVICE THROUGHOUT ISSUED FOR PERMITTING 7. THE CONTRACTOR SHALL KEEP THE PREMISES FREE FROM CONSTRUCTION. THE ACCUMULATION OF WASTE MATERIAL AND OTHER DEBRIS FILE:48930-SP.DWG RESULTING FROM THIS WORK. NOT FOR CONSTRUCTION DWG. NO: 5462-02 SHEET C6 OFF C11 J06. N0: 4-8571.01 • DESIGN CRITERIA: GENERAL NOTES: SOIL TEST PIT DATA SYSTEM PROFILE: NOT TO SCALE VENT IDESIGN FLOW-.1 1. THIS PLAN IS FOR DESIGN AND CONSTRUCTION OF THE 7. EXISTING UTILITIES WHERE SHOWN IN THE DRAWINGS ARE TEST PIT #1 TEST PIT -..#2 TOP FOUNDATION CHARCOAL FILTER SEWAGE DISPOSAL FACILITY ONLY. APPROXIMATE. THE CONTRACTOR SHALL BE RESPON- SIBLE GRD. EL. 52.6 GRD. EL. 53.2 EL= 53.00 18,260 S.F. OFFICE SPACE ®75GAL/1000 S.F. 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL FOR PROPERLY LOCATING AND COORDINATING THE PROPOSED NA NA CONFORM TO MASS. D.E.P TITLE 5 AND LOCAL BOARD OF CON- STRUC110N ACTIVITY WITH DIG-SAFE AND THE EST. HIGH GW. EST. HIGH GW. CAST IRON COVERS TO GRADE 18,260 1000 x 75 = 1,370 GPD HEALTH REGULATIONS. APPLICABLE UTILITY COMPANY AND MAINTAINING THE EXISTING EL.=52.98 / UTILITY SYSTEM IN SERVICE. DIG-SAFE SHALL BE NOTIFIED PER 3. ALL PIPES LOCATED UNDER PAVEMENT OR TRAVELED WAY THE STATE OF MASSACHUSETTS STATUTE CHAPTER 82, ��• SHALE. BE SCHEDULE 40 OR EQUAL. SECTION 409 AT TEL. 1-888-344-7233. THE ENGINEER DOES FILL FLOW RESTRICTIONS: 4. THERE ARE NO KNOWN PRIVATE 4ELLS LOCATED WITHIN 150 NOT GUARANTEE THEIR ACCURACY OR THAT ALL UTILITIES AND FILL I. 4' PV SUBSURFACE STRUCTURES ARE SHOWN. LOCATIONS AND » BYLAW 232-5 A WASTEWATER DISCHARGE - ZONE II FT. OF THE PROPOSED LEACHING FACILITY NOR ANY KNOWN ELEVATIONS OF UNDERGROUND UTILITIES TAKEN FROM RECORD C ( ) WELLS PROPOSED WITHIN 150 OF ANY KNOWN LEACHING „ FACILITY. PLANS. THE CONTRACTOR SHALL VERIFY SIZE, LOCATION AND 30 36 CAP END 1,370 GPD 330 GPD PER ACRE = 4.15 REQ D INVERTS OF U71UTIES AND STRUCTURES AS REQUIRED PRIOR EL = 50.1 EL 50.2 B \I=D PROPOSED LEACHING FIELD I=H / 5. WITHIN LIMIT OF EXCAVATION REMOVE ALL TOPSOIL, SUBSOIL TO THE START OF CONSTRUCTION. 9 OUTLET 4.23 PROVIDED (UPLAND) AND OTHER IMPERVIOUS MATERIAL C I=C I=E DIST. BOX z I=J 6. REPLACE ALL EXCAVATED MATERIAL WITH CLEAN 8. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND GARBAGE GRINDER. A GARBAGE GRINDER IS NOT M. SAND t=G REQUIRED SEPTIC TANK: DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS OF RECOMMENDED DUE TO RECOGNIZED ADVERSE IMPACTS TO THE 1OYR 7/4 C 4500 GALLON o DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. THE FILL LEACHING FACILITY. COARSE SAND SEPTIC TANK __ i 1,370 X 200% (1ST COMPARTMENT) = 2,740 GAL. SHALL NOT CONTAIN ANY MATERIAL LARGER THAN TWO 9. EXITING INVERTS ARE To BE CHECKED BY THE CONTRACTOR 1OYR 7/3 �" 1,370 X 100% (2ND COMPARTMENT) = 1,-370 GAL. INCHES. A SIEVE ANALYSIS, USING A #4 SIEVE, SHALL BE PRIOR TO CONSTRUCTION. PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL. UP TO 10. THE ENGINEER IS TO BE NOTIFIED OF ANY FIELD CHANGES HIGH WATER EL.=K SEPTIC TANK REQUIRED = 4,050 GAL. 45 % BY WEIGHT OF THE FILL SAMPLE MAY BE RETAINED ON THAT MAY BE REQUIRED. EL = 42.6 120" SEPTIC TANK PROVIDED: =4,5.00 GAL. THE #4 SIEVE. SIEVE ANALYSES ALSO SHALL BE PERFORMED ON THE FRACTION OF FILL SAMPLE PASSING THE #4 SIEVE, SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL DATE: EL = 43.2 12O 1ST COMPARTMENT PROVIDED = 2,980 GAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS: 5/16/06 DATE: 2ND COMPARTMENT PROVIDED �. �16/06 = 1,42o cAl 10d R MUST PASS �4 SIEVE (4.75 mm EFFECTIVE PARTICLE �----. TEST BY: SIZE .�� CIF '�< 10 X-100 X MUST PASS #50 SIEVE (0.30 mm EFFECTIVE •�`'�� tiPc� �r R4/�FK D. C. THE BSC GROUP, INC. TEST BY: PARTICLE SIZE) WITNESSED BY: THE BSC GROUP, INC. INDICATES VARIANCES REQUESTED: SIZE OF LEACHING FACILITY REQUIRED: 0 20 X MUST PASS100 SIEVE (0.15 mm EFFECTIVEco DON DESMARAIS WITNESSED BY. �_ OBSERVED DESIGN PERC. RATE <2 PARTICLE SIZE) No.4.3837 PERC. RATE: DON DESMARAIS GROUND WATER NONE MIN./ INCH , s 4 0 R 5 X MUST PASS #200 SIEVE (0.075 mm EFFECTIVE �'�°�/ST6� '��k� -MIN./INCH PERC. RATE: LONG TERM APPL. RATE 0.74 G.P.D/S.F. PARTICLE SIZE) INDICATES - ssr, nn�>r��:. SOIL EVALUATOR -- ---MIN./INCH PERC. 1,370 GPD / 0.74 GPD/SF 1851 S.F. MARK DIBB SOIL MARK DIBB DATUM: TEST ATOM:D 3/ZZ&V SOIL CLASS: INDICATES SIZE OF LEACHING FACILITY PROVIDED: ADDITIONAL SEPTIC DETAILS MARK D. DIBB DATE 1 SOIL CLASS: UNSUITABLE VERTICAL DATUM: N.G.V.D. , 1 MATERIAL 68 X 28 - LEACHING FIELD DISTRIBUTION BOX - SEE SHEET C8 PROFESSIONAL ENGINEER L.T.A.R. BENCH MARK USED: TOP OF HEADWALL BOTTOM = 68' X 28' = 1904 S.F. 0.74 G.P.D./SQ.FT. LT.A.R. BENCH MARK SET: ELEVATION 52.98 _ INSPECTION PORT - SEE SHEET C8 0.74 G.P.D./SQ.FT. NOTE: EDGE OF WATER ELEV=34.5 1904 S.F x 0.74 GPD/SF 1,408 GPD / HENRY BARRY ROSE P. CLARP TR. N I N / SITE PLANS ° I / JBITUMINOUS PARCEL�19B 253 ` w '7 o LEACHING FIELD DETAIL: NOT TO SCALE 4 PVC scH 80 „i �J l PARKING LOT , I , / PERFORATED VENT PIPE ......._.... -- ----�--- -- ------ -- -- -- -... --_...,...._....�._.�-- - 36" MAX COVER VENT �__- COMMERCIAL t PROFILE BIT. PAVEMENT \ / / ` \ •M / / FINISHED GRADE NF o / \ 'i j,�[; V ELOPMENT VENT ENDS I °' `n 55 ^ , L RE DE E V ll E ' • 4 ' N I / INFILTRATION SYSTEM �E1 . . ._. . _. .-- p1�F $wC-M.0 5T .1__.-. . s BENDS L o #1555 & #1575 ROUTE 132 4' PVC e+ • °t�� e r ova gqo�gt�e�a a qye�+ a qqo,�� a qc�o�e� e e qeQ o o+ e e CAP END OF LATERAL / ( _LIP 6, \ b$ Q"rAX: .*paCi bib b�b"'f�'ZVAg.0 f Q°M► � 6• DEPTH \ / I / RIM 9-52.70 ?� l \ \\ \ A S�ORMER TBD {PER \ / � ,, / � __f3g_,_0 1 / + o+ o e e o e o a+ o o+ o o+ o 0 0+ o. o+e o r RIM 12=5245 AL UTILITY C PANY) �� / IN / \ "JELL I �/ / I ( CB 2 CB 3 LEVEL BOTTOM I - � l' YANNIS / RIM 51.60 LANDSCAPED / / H RIM 51.87 / BERM 68 S 7 3'4 \ ARapO / 7 . ,> 53 2 STORY 1 � '� PROPOSED \ \ 36" MAX. - 12 MIN. COVER �� :; / / 5 43 40 W WOOD FRAME 53 RAIN GARDEN \ � -°l, ,// / MASSACHUSE17S 2X MIN. FINISH GRADE BIT. PAVEMENT \( �� / , i Si,i 1CTURE , 575 \ / f BARNSTABLE -- \ ) / - _ l /� �\ POLE TO BE / / 3:1 MAXIMUM (5) 4 PERF. PVC (SCHD 80) , /�j ry - - -s�rr' \ IH RELOCATED p� ' GAS + �`w( A ♦ ; :!+ ,t-1- • i . ♦ ►afF \ / S 1�4�16' 0"W 78.52' ' / METER 6" a d°tlii a� ,�a4 oa+" a 2" MIN. OF 1/8" TO �`_ - o /� SEPTIC WASHED STONE / � _--- -cr GAS � ° --°- ---�� \ ''� "'�- �' � / `� �_ �'.; -- -yam HO ` ' f U P /,� . � N - ° - ° - -- -�--� /' t PLAN 4. 5, 5• 4. / _� J l J RD-1 ZONE 141530 W 207,5�' } J I HEADWALL OF 4" T 1-1 2" DOUBLE 4 _� -.- - �.__._ ____.. .____.... 4 :... 4_- _ �- _. e.. 3/ / _ �, ELEV--52 9� WASHED STONE (NO FINES) � ZOt +� �� js . �� - �/ / / CROSS--SECTION ~ / ? / �- 2 TORY i > % EXIS,i IG / MARCH 7, 2007 _ WOOD FRAME 1� S' 9 1 .r 1 1. � s w ,� I -� SEPT C \ / ! n 1'� _AO SIG J �-•�STRUCTUIE ,r1555 4.500 GALLON .� ti 2-COMPAR7MENT ; �► h `� H-20 SEPTIC 2 STORY INVERT ELEVATIONS: / TANK WOOD FRAME CB 1 P) 29.68 CK " STRUCTURE ?15:5 RIM=52.80 ` 5 �. FINISH FLOOR 5300 A 20 Qo g 4 CI O 2% �. / .yo / cc O ►'V O r PROPOSED / -� » / ,v SCH / \ 4 INVERT AT BUILDING 5049 B /j / �, e RAIN GARDEN' / / -�- / is , �/_ l 4" INVERT AT SEPTIC TANK (IN) Lj 50:13 C `� -� �� "� 4 INVERT AT SEPTIC TANK OUT 49.88 DCB ` , -o- -�- / , , / �l � , t-� '- NO. DATE DESC. 49.34E z 49 0 0.00 � o-Box(De-s) Q - - - 4 INVERT AT DIST. BOX (IN) / �/ N i w , o\ S �•... . ox �h ' �' Y' o a / 10.00 \ N 30.34 25.00 W/MANHOLE / v / ,i /, F 4 INVERT AT DIST. BOX (OUT) 49.17 ,.� ; _- 20.52 0 \ � `� � / Cv �8/ 1 � - INVERTS AT LEACHING FACILITY: �r`�-- _._. o 4 INVERT AT BEGINNING PROPOSED 2! TORY LP G BREAKOUT 49.50 $ I CONC. OFFICE-BUILDtt OF LEACHING FIELD 49 00 J / 7 g / I PAD 18.260 SQ.-FT. Isr. _ i „ �� / I F.F.=53.00 � � � � �n � � _ 4 INVERT AT END F,Tc,�Pr of _ ISLAND OF LEACHING FIELD 4872 G r PaRaNc; L �� / �� _� _ _ _� -- POLE -_ a - -� I --'7 o / DRIVE NE 1 -7- 6/ ," \ ELEVATION AT BOTTOM i �9 1o.00'v, / �/ 29.65 a ► / o .g 20.00' ` l y , INSPECTIONS 48.22 H / , � 11.98 ' / a PORT (TYP OF OF LEACHING FIELD � 50. ) QQ N f �, z / NO OBSERVED GROUNDWATER cc / BOTTOM OF HOLE 42.60 J J _ a -� X 28 RESERVE AREA INFILTR TION SYSTEM #2- - -:- +__--- -._-- -- _ -- \ r RIM 4 =49.53 I CONC. PAD- r TO1��] /- - _ _ - - ` •" / , , 8' X 28' S Il.� 1 LP4dc5 - T � � ' / • -- ' r_ q ,r"a T o RIM 5 49.10 , -o 1. ABSORPTION SYSTEM �r'^- / a PREPARED FOR: SEPTIC TANK DETAIL: 4,500 GALLON H 20 _ __ _ __ `` _ -{- "�- o _ 1 - S LNG/ \ LEACHING FIELD Kl\, �� / SE SHEET C7 \ , .: , �� UP BROWN, LINDQUIST GALE SHOREY ST-4500-H-20 OR EQUIV. NOT TO S woo o:AME x - _ _ o,-, A6 o yo FENUCCIO & RABER NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, EDGE OF PLANT' _ _ / - 2 N S� C, /:' /~ // / / 203 WILLOW STREET SCHED. 40 PVC OR OAST-IN-PLACE CONCRETE. _~ REINFORCED CONCRETE. NH COVER. -D r1REA _ �`'�� -��-- - 2� � TEES TO BE CENTERED UNDER MANHOLE _ - 2. SEPTIC TANK TO WITHSTAND H 20 LOADING T i; wELL �' '�` w �l �� l m n YARMOUTHPORT, MA 02675 3. ALL PIPE CONNECTIONS AND CONCRETE _ (\ h' ' [ f / CONSTRUCTION SHALL BE WATERTIGHT. ' » \ Y� g - 4 fA C.I. HEAVY DUTY MANHOLE COVERS r+0 / 4. FILL ALL UNUSED KNOCKOUTS WfTFI 3 2 D BROUGHT TO FINISH GRADE t� TEE TO BE UNDER �=O- l ; 0 i'~:,:, � cc x � MORTAR. UP M.H. OPENING 12" MIN.COVER " ° i'n'I ° , _ -� - ° ° _ _ BSC 0 _ _ / 6» 496tSQ EQ�E OF WATER 540 t-RECdtD-PLAN- -4 .86 T4 C / cc N RAISE M.H W,L,► �- , EMH -- -- _ 5 i � / / o 17-0 SEWER BRICK \j, -E - �- E - INFILTRATION SYSTEM3 I =50.80 I iy �• G 349 Main Street ,> . .�_ - ..a� LP_1_2 do 3 t't\N� ROPOSPED ,r_ ._Q TRANSFO MERE/ �EJ i =kP -51 Route Z8, Unit D 16'-O" do MORTAR = NORMAL WATER 12 -` PAD - R M=1-=-52:OC` VENT (PITCH�� \ HI-I / / / _ �LP ,ILMINOUS C_ 31NG_�_._,-.- -- -- -_�� =_� l e - \ AGE OF PA"`EMf v R 3 = 51.47 `\ ��' N GAS LINE PFJ2 LOCAL , W. Yarmouth, Massachusetts 021673 i TO DRAIN) , / Q » 3 " ' CB 4 \ N/F I I �\ POST AND UTILITY COMPANY / / I ' 508 778 8919 10 29 _XXTING I \ RI =49.8 EDWARD T. STAFFORD 1R. \ RAIL FENCE Z% o REQUIREMEN I PRECAST SEPTIC TANK '` = I \ TRUCTURE \ S ASSESSORS MAP 253 ` \ ,./ L,+Q � / INLET TEE =� T-6" A� �� PARCEL 15 1P EDG OF j © 2007 BSC Group, Inc. 6'-0" 7+-1' a 10.5' 6" 5 0' ,� 8,-6» I \ O I O � \ PLAN TED,/ �,!./ cc 'I (D C_ QD �jj Dt�41!\ I AREA -Y_. - - .. - Z or am co =_ DMH I DMH I �� _ � HY ` � / \ SCALE. 1 - 20 = 6'-4' MIN. ner J �� D : LIQUID DEPTH E�ou 't�s �aat)ALIM �: I ' OD \_/'-=---__./- � -- / 1 N NOR p CB O DMH / + �"ea::::ic�:;'.i %rye:': "�a`=•;•'r'=' ':e , BITUMINOUS PARKING I DMH <v 0 10 20 40 r�r •+ » / fo / ; � [SSU�D\FOR PERMI ING a BOTTOM ON LEVEL STABLE BASE �a 6 I , , � � � � FILE:48930-SP.DWG �Dt�9 / ' / /NOT/ FOR�C4NSTRU�C I ION DWG. NO: 5462-02 PLAN VIEW 6" MIN. 3/4" To �`�� CROSS-SECTION VIEW � � \ 7 1 1/2" STONE / U / i r, \ / / I i / JOB. NO: 4-8571.01 SHEET C7 OF C11 DMH 2' TO 4' 5' MIN. PRECAST UNIT 12' CRUSHED STONE BASE ALTERNATE ECCENTRIC CONE SECTION BASE DETAILS 8" DIA. INSPECTION NO. OF OUTLETS = 9 24' SQUARE COVER (NEENAH OPENING 3"x6"x12" FINISHED GRADE I (TYP.)� PATIO BLOCK R-1974-A) BROUGHT w ..: TO FINISHED GRADE REMOVABLE 3" WALLS 5' MIN. NOTES: e' I !� 48" DIA. MANHOLE :w..+ :•a..+ ':•v....�::v.:•'. 1. DIST. BOX TO WITHSTAND H-20 LOADING 2. PROVIDE INLET TEE OR BAFFLE WHERE 1 1/2" MIN. ALTERNATE TOP A BIT. CONIC. PAVE. T„ SLOPE OF PIPE EXCEEDS 0.08 FT./`FT OR (•I•YP,) LTER TE 0 SLAB 20 IN PUMPED SYSTEM. 1/8" TO 1/2" FRAME AND GRATE PER WASHED STONE 6' •. 9.5" OUTLETS a 8 3. FIRST TWO FEET OF PIPE OUT OF DIST. CRUSHED STONE 3" MIN. MUNICIPAL STANDARDS ; �� , ; I� :I..•,v o. o- o-� -� T BOX TO BE LAID LEVEL. T(TYP.) 8" MIN. , i,;� L 4" 4 CONSTRUCTION SHALL BE WATERTIGHALL PIPE CONNECTIONS AND T . BRICKS MAY BE USED L� B STABLE BASE 6" MIN. 3/4" TO JOINT DETAILS V-0»} 1" FOR GRADE LEACHING FIELD ` 1 1/2" CRUSHED 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. •� 8 Z ADJUSTMENTS. FRAME DISTRIBUTION LATERAL G C CROSS-SECTION STONE BASE c4 o:z DIAMETER TO BE SET IN FULL to a cFi °.• BED OF MORTAR. �; L� V tH Or At�ss• p F� :�' SEE JOINT DETAILS •: � `► Vic• MARK D. s PROVIDE "V' OPENING 3/4» TO 1-1/2" 30" .� C31 . o z o;# 4'-0"f 1" DIAMETER GROUT ALL AROUND DOUBLE WASHED " � CIVIL 11 ff 4 PERFORATED v� F OUTSIDE OF PIPE STONE (NO FINES) PVC PIPE SCH. 40 30' No.4:%037 W } & 2" CLEARANCE FROM SAND TO \f 9w?rs = ASTPRECBOX DIST. ��arc�N�R Fta v' > ABOVE PEASTONE NOTES: z MORTAR ALL JOINTS (NO STONE IN '"►gin:... i. ALL PRECAST JOINTS TO BE 5 MIN. * " PIPE) TO BE USED �8 EXTERMINATOR TRAP SEALED WITH BUM RUBBER. AS A VISUAL INSPECTION PORT 2. DESIGN TO CONFORM TO H-20 LOADING. PLAN VIEW •. MARK D. DIBB DATE 3. CONTRACTOR HAS THE SEE BASE DETAILS OPTION TO USE ALTERNATE PROFESSIONAL ENGINEER T� ,8. 12" CRUSHED STONE BASE OBSERVATION PORT DETAIL, DISTRIBUTI0N B0X DETAIL: PRECAST CONCRETE CATCH BASIN NOT TO SCALENOT TO SCALE SCALE: NONE SITE PLANS COMMERCIAL REDEVELOPMENT ADJUSTABLE VALVE BOX PER LOCAL CROSS COUNTRY PAVED WATER DEPT. STANDARDS FINISH GRADE FINAL GRADING PAVEMENT AS REQUIRED #1555 & #1575 ROUTE 132 \ \ / 77 \ z EXIST. GROUND /"'' ,��T� \ \\/\/� /�/�/ / SURFACE COMPACTED GRAVEL TRENCH WIDTH, Ws OR Wu IN � 6" MIN LOAM AND SEED - AS REQUIRED D Wu Ws 3 COMMON FILL MATERIAL I DIAMETER OF PIPE UNSHEETED SHEETED HYANNIS (SEE SPECIFICATIONS FOR MASSACHUSETTS cc REQUIREMENTS) ��)`' 12" AND SMALLER 3'-0" 4'-2" 15" 3'-2" 4'-4" 0 Y SHEETING. IF USED. SHALL BE LEFT 18" 3'-6" 4'-8" BARNSTABLE Wu/2 Ws/2 IN PLACE, BELOW 2 PIPE E z CROWN, EXCEPT WHERE OTHERWISE 21" 3'-10" 5'-0" 6" GATE VALVE w INDICATED OR DIRECTED 24" 4'-2" 5'-4" COLOR-CODED WARNING TAPE PLACED DETAILS M.J. FITTINGS (TYP.) FULL LENGTH OF TRENCH 27" 4-6" 5,-8a in LINE OF NARROW TRENCH LIMIT 30" 4'-10" 6'-0" 36" 5'-6" 6'-8" FOR PVC PIPE 3/4" CRUSHED STONE SHALL BE 6" MINIMUM IN LEDGE PLACED AGAINST UNDISTURBED SIDES AND 42" 6'-2" T-4" BOTTOM OF TRENCH TO 6 ABOVE THE CROWN 48" W-10" 8'-0" MARCH 7, 2007 Q -�---CONCRETE SUPPORT �;. � PAYMENT LIMITS FOR � �\�� ORMAL EXCAVATION ROCK EXCAVATION TRENCH WIDTH DATA %�%\��\�/��\/J�\;f�� PIPE FOR RC/HDPE/DI PIPE, 3/4" GRAVEL OR CRUSHED STONE SHALL BE PLACED EXCAVATION- EXCAVATION AGAINST UNDISTURBED SIDES & NDISTURBED MATERIAL IN LEDGE IN EARTH BOTTOM OF TRENCH TO MID-DIAMETER OF PIPE ISIONS- NO. DATE DESC. GATE VALVE TYPICAL PIPE TRENCH SECTION - - - SCALE: NONE SCALE: NONE D `-+- SIZE OF BRANCH J K L M N 0 4' THRU 8" 10" 10" 1'-0" V-0" 1'-6" 10" � 10' THRU 16" 1'-0" 1'-6" V-8" 3'-10" 2'-10 1'-6" j DIRECTION OF FLOW 24» V-4" 2'-0" 2'-6' 5'-0" 3'-6" V-8" ' Y � ° . .� CONCRETE BACKING AGAINST UNDISTURBED MATERIAL a TEES AND PLUGS a a WATER MAIN Y � a a 2/3 D (8" MIN.) a 90 & 45 BENDS 22 1/2 & 11 1/4 . . o n UNDISTURBED ti� �: > " " » " » e EARTH (TYP)—;� UNDISTURBED �— X —• D 4 TOW . 0 TO16 24 TO 8 10 TO16 24 PREPARED FOR: EARTH X 1'-8' 3'-4" 3'-6 1'-4" 2'-0" 3'-6' BROWN, LINDQUIST Y 1'-2" 1'-8" 2'-4 1'-0" 1'-2" 2'- 'N& 4' PLAN — TEE AND PLUG PLAN — HORIZ. AND VERT. BEND BENDS FENUCCIO & RABER203 WILLOW STREET RESTRAINED PVC BELL JOINT TEE NUT & WASHER YARMOUTHPORT, MA 02675 TIE ROD (TYP.)—► :SOCKET CLAMP NOTES: 1. PROVIDE CONCRETE THRUST BLOCKS AT ALL BENDS, DEAD ENDS, & TEES CAST IRON MECHANICAL JOINT SPOOL PIECE UNLESS OTHERWISE DIRECTED. CONCRETE FOR ALL THRUST BLOCKS TO MJ GATE VALVE 0 0 BE PLACED AGAINST FIRM. UNDISTURBED SOIL PROVIDE APPROVED ANCHOR BSC HARNESS RODS & SOCKET CLAMPS AS SPECIFIED & IN ACCORDANCE WITH 0 .1 o r 0 PIPE MANUFACTURERS RECOMMENDATIONS WHERE SOIL HAS BEEN DISTURBED 349 Main Street PVC FORCE MAIN �� ,• e WATER MAIN � e � OR THRUST BLOCKS CANNOT BE USED, AS DIRECTED BY THE ENGINEER. Route 28, Unit D L OR Y y Z 2. ALL SOCKET CLAMP METAL SHALL BE COATED WITH BLACK ASPHALTUM W. Yarmouth, Massachusetts 02673 OR OTHER WATER DEPARTMENT APPROVED COATINGS. 508 778 8919 3. CONCRETE THRUST BLOCKS POURED BEHIND 3-WAY TEE & HYDRANT SHOE D/4 - NDISTURBED EARTH TO BE USED WITH SOCKET CLAMPS. © 2007 8SC Group, Inc. TYPICAL SECTION 4. NO CONCRETE SHALL COVER PIPE JOINTS. FITTING JOINTS. BOLTS OR SCALE: 1" = 20' TEES, BENDS AND PLUGS HYDRANT DRAINS. 0 10 20 40 rxT ISSUED FOR PERMITTING FILE:48930-SP.DWG RESTRAINED MECH. JOINT FITTING RESTRAINED JOINT TEE CONCRETE THRUST BLOCK FOR PRESSURE PIPE NOT FOR CONSTRUCTION DWG. NO: 5462-02 SCALE: NONE SCALE: NONE SCALE NONE SHEET C8 OF C11 JOB. N0: 4-8571.01 CONCRETE SLAB 4'-0" NOTES: BRISTLE-BROOM I 1. WALK TO 6" THICK IF FINISH 2" SUBJECT TO VEHICULAR LOAD. FINISH GRADE (-�A 1.57�* MIN. X. v a �// / 2. PROVIDE EXPANSION JOINTS . .x-:+--�(. X'' .\/\\ AT MIN. 20 FT O.C. WITH PRE 6"x 6"-10/10 y/ .. ..°.... '. ��W MOULDED JOINT FILLER. WELDED WIRE MESH /\\ 8 COMPACTED GRAVEL \\/� 3. PROVIDE CONTROL JOINTS AT j\ .'BORROW BASE (M 1.03.0 C)'*"* 5' O.C. 0/10/\/\//\/. 4. PROVIDE BROOM FINISH IN \,\i\��\��i;:/,•iv�a;wr.;%�;%.;;�;%'��\%��//��/:\�' DIRECTION PERPENDICULAR TO L; A CURB. CONCRETE WALK 5. CONCRETE SHALL BE 4.000 " PSI-TYPE 11. 1/2" PREFORMED *6. CONSTRUCTION 1/2" CHAMFER � 3/4" R JOINT FILLER TOLERANCE = 0.5%. FINISH GRADE GRANITE CURB " HOT MIX ASPHALT TYPE VA-4 / �{j\ \\\j\'\\�j�\�.� \ \ co HOT MIX ASPHALT PAVING 1-1/2 HOT MIX ASPHALT WEARING COURSE FINISH GRAD !�/� ^!y!\y� / // ! /y/�! /�/�/ /y na WEARING COURSE ��:\��,��r�.L\.\<\\.�\r\\:\\;.��j� / -` QX .. 4 EXPANSION JIONT NOTES: 1-1/2" HOT MIX ASPHALT BINDER COURSE HOT MIX ASPHALT /\\/\\//j\//\\/� /��\/��\/%\/%�/%�\/��\\/ PRECAST REINFORCED 4` • 1. EJ AT ALL INTERSECTIONS \\/ \\ a WALKS-EVENLY SPACE CJ BETWEEN EJ. BINDER COURSE CONCRETE CURB. 3.000 >\\ P.S.I. MIN. STRENGTH, OF� ` N W.W.M. A 2. EJ ALONG ALL RETAINING WALLS, • a 6'-O" STANDARD LENGTH a .4 e _ ' "" °IS's9 END 2 CLEAR /\ ao • �y OF EXPANSION JOINT STRUCTURES, HANDICAP RAMPS, LIGHT t M .a \� ° ve C) fa9�A1ir D. Gn BASES, BENCHES: ETC.. USE REMOVABLE ° : ,d 12 COMPACTED GRAVEL D :' /\ � � � Di313 c� • ° COMPACTED GRAVEL •.. \i � a a -, EXPANSION JOINT - SECTION A-A PVC SPACER & SILICONE JOINT FILLER. BORROW BASE BORROW BASE (M 1.03.0 C), CIVIL ..° v e • v. .4 /\\� i - ///�•�/::%%/\il%i�/i�/%l/�� C7 to ...... _ v •.. • (M 1.03.0 C) :, /, \ No.45937 3. ALONG GRANITE CURB PROVIDE q �� .�Q CONTROL EXPANSION JOINT SPACING " , .. •4� a ,,�\� , /,/ /' /,/'/, /�\//\� /% PSI CONCRETE �� ersT �``' '�•`' POLYETHYLENE BOND BREAKER & TOOL .--'� EDGE JOINT. i i % •° /' �\ 3000 ,c. �Pl�1L WIDTH CJ EJ25' /\/\/\/\/\/\� ,/\�\/\� ,. • ';!�: io ��, . \\ s� COMPACT GRAVEL BORROW 5, 5, 25, 3000 PSI CONCRETE �// %i6" ;� 0 /�\�j/\ \\ !�lt\%�\' �Y ' /r� � fi :./i�!� BASE (M 1.03.0 C) 6" 6" 6" 6' 6' 24' CJ= CONTROL JOINT STANDARD DUTY FLEXIBLE PAVEMENT 7' 5' 28' EJ= EXPANSION JOINT 8 4 x4' 24 9' 4.5x4.5' 27' /P/0,0/ 3�TIZ-0-07 10' S x5 3o MARK D. DIBB DATE PROFESSIONAL ENGINEER CONCRETE WALKWAY HOT MIX ASPHALT PAVEMENT SECTIONS VERTICAL GRANITE CURB PRECAST CONCRETE CURB SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE SITE PLANS COMMERCIAL m 2'-0"0* REDEVELOPMENT Ix 3'-0" 2'-0"0* w ANCHOR BOLTS PER ANCHOR BOLTS PER #1555 & #1575 ROUTE 132 o MANUFACTURER SPECIFICATIONS p w MANUFACTURER SPECIFlCA71ONS NOTE: w c� o *SLOPE TOLERANCE FOR x 0 2" I 1N c� I M PAINT BASE YELLOW CONSTRUCTION = f 0.50% a m u m o FINISHED GRADE HYAN N I S 2" 1 °n FROM GROUND ROD, BOND TO GROUND LUG WITHIN POLE BASE W/8- RIBBON 4 J FINISHED GRADE rV'1/IJSACHUSETTS BRAID GROUND CONDUCTOR. ° s FROM GROUND ROD, BOND TO GROUND TrpM �Re a 4 v ; 0 4 - 4 REBARS VERTICAL WITH3 a Z a LUG WITHIN POLE BASE W/8" RIBBON BARNSTABLE 4 z I °. SPIRAL TIES. TRIPLE LOOP AT TOP & BRAID GROUND CONDUCTOR. ® W/ °a BOTTOM, 6" INTERMEDIATE SPACE, MIN. ° d 2" CLEAR ALL AROUND.* ,� 0 4 - #4 REBARS VERTICAL WITH #3 SPIRAL TIES. TRIPLE LOOP AT TOP & " " —ELECTRICAL CONDUIT v d BOTTOM, 6 INTERMEDIATE SPACE, MIN. DETAILS 6 x 18 VERTICAL ° SWEEPS - AS REQUIRED r 2 CLEAR ALL AROUND.* GRANITE CURB 11/ `� . . 3000 PSI �—COMPACTED THROUGHLY COMPACTED -ELECTRICAL CONDUIT CONCRETE " GRAVEL BORROW BACKFILL (6 LIFT 3000 PSI ° SWEEPS - AS REQUIRED 95% COMPACTION) CONCRETE � �—COMPACTED THROUGHLY COMPACTED /.'�\v\ GROUND ROD GRAVEL BORROW BACKFILL (6" LIFT >� 1"—COMPACTED SUBGRADE 4 95X COMPACTION) 3'-0" MIN. LENGTH 4_1 \ \\/\ 2007 �y/�\ //��/\y/\�� GROUND ROD R CH ' � COMPACTED SUBGRADE TRANSITION PIECE \� * TYPICAL DIMENSIONS/REINFORCING. [PROJECT MANAGER TO CONFIRM WITH A STRUCTURAL ENGINEER BASED UPON SOIL CONDITIONS, POLE HEIGHT AND FIXTURE STYLE BEFORE * TYPICAL DIMENSIONS/REINFORCING. [PROJECT MANAGER TO SLOPED GRANITE EDGING PLACING ON PLANS.] CONFIRM WITH A STRUCTURAL ENGINEER BASED UPON SOIL CONDITIONS, POLE HEIGHT AND FIXTURE STYLE BEFORE PLACING ON PLANS.] FOR USE IN LAWN AREAS FOR USE IN PAVED AREAS NO. DATE DESC. CURB TRANSITION CAST-IN-PLACE LIGHT STANDARD - - - SCALE: NONE FOOTING - FLUSH SURFACE SCALE: NONE 8' (SINGLE) OR 16' (DOUBLE) 6'-O" HIGH WOOD BOLLARD q BOLLARD q STOCKADE FENCE 18" W-O" MAX. 18 �_OP CONCRETE-CROWNED RETE CRO ED AT (TYP.) r 1'-0" 8" P I SEE S EC FICATIONS 18" 8" DIA. CONCRETE FILLED ' BOLLARD (TYP.) 6" LAYER OF (�•) 8' GALVANIZED STEEL PIPE M n' 4 . • ° .a. ° v a e ; 1-1/2"-2" iCRUSHED BOLLARD SHALL BE 48" 4 �' STONE ABOVE FINISHED GRADE -° . 4 .a. ' G q o. FENCE (TYP.) �...�.,.. ¢ PREPARED FOR: o I °a' ' ^'PAD EXPANSION JOINT (FOAM) BROWN LINDQUIST a ° G ° v 44 a a ° n. e a dL) ALL AROUND WHERE NOTED • FENUCCIO & RABER 203 WILLOW STREET 0 4 a". ° . .. 2'-0" (TYP.) 196 MIN SLOP a ° a4 a URB HARD SURFACE FINISHED GRADE YARMOUTHPORT, MA 02675 IF FINISHED GRADE IS SOFT \/ \/ /��/ /� / /� /� / / /� SURFACE AREA THEN BRING �\ /// CONCRETE FOOTING UP TO r EXPANSION JOINT ,/ \ \ \� o /< \/\ . ' /\ GRADE AND PITCH AWAY GATE ,�% FROM CENTER OF FOOTING BSC //. N �/ /\ 349 Main Street CIP CONC APRON \\ .. \ ,a / \/,�r,\i,�/\ \. MIN. 2000 LBS \ /�. CONCRETE FOOTING Route 28 Unit D W. Yarmouth, Massachusetts 02673 PLAN SECTION A-A ,. /�� COMPACTED SUBGRADE 5087788919 1 " NOTE: DIAMETER © 2007 BSC Group, Inc. SINGLE- W VIDE PAD FACE OF CURB TO FACE OF CURB DOUBLE— 16' WIDE PAD FACE OF CURB TO FACE OF CURB SCALE: lop = 20' SEE LAYOUT PLAN 0 10 20 40 ter ISSUED FOR PERMITTING MP TER PAD CONCRETE FILLED STEEL BOLLARD FILE:4893o-sP.DwG SCALE: NONE NOT FOR CONSTRUCTION DWG. NO: 5462-02 SCALE: NONE SHEET C9 OF C11 JOB. NO: 4-8571.01 LIMITS OF CONCRETE RAMP GUTTER SLOPE CURB TRANSITION LENGTH FOR MEASURED ALONG TRANSITION LENGTH DETECTABLE WARNING CURB TRANSITION LENGTH FOR BACK OF SIDEWALK "LEVEL LANDING" L5R (MAX) WHEELCHAIR RAMPS FACE OF THIS CURB SEE TABLE PANEL SLOPE FOR DRAINAGE A DETECTABLE WHEELCHAIR RAMPS WARNING PANEL ROADWAY HIGH SIDE TRANSITION .................... "LEVEL LANDING" 1.5R (MAX.) W TRANSITIONLENGTH 4 a PROFILE GRADE LENGTH ROUNDED TO 4 ROAD R TRA SI 10 '—SIDEWAUc� o „ 4 a SLOPE FOR DRAINAGE PROFILE GRADE ROUNDED TO THE a (�) THE NEAREST 4 p " 015 SLOPE � " ~fSIDEWAU< O OR LOW SIDE 6'-s" A z - coNc. CURB Q o�o�p A Y (%) NEAREST 4CUT RAMP-7. p p p } 0OR LOW SIDE 6-6 La oo°op J 7.5X (MAX) °� / v - �lv >0 - 1 7'-8" 4 A d O°O°O RAMP OPENING >O - 1 T-8" 4 7.5$ (MAX) e� 4 n cQYv� °°o° w >7 - 2 9'�OM 'Mn. o SLOPE �. 00000 >1 - 2 9'-0" a. h/��°o° 4 >2 - 3 11 -0 -a .5 MAX o popop v >2 - 3 SIDEWALK n G .q 6 — — , REVEAL CURB >3 4 14' 0" � � o°opo 3.3' MIN. OPENING d n — ° >3 4 14' 0" o ° d o°°o°o (1/4" MAX UP) >4 15'-0" MAX TRANSITION CURB ..c . . . >4 15'-0" MAX TRANSIAONCURB EDGE OFROADWAY tttitiliiltttiiittttttttttiiitiltitttittiii .L. .... HIGH SIDE TRANSITION -O" MIN. L. A " ZGRASS OR L. GRANITE (SEE TABLE) 6-6 MIN. • BUILDING, ETC.--;,, .L CURB ROADWAY DOWN GRADE LOW SIDE TRANSIliON L PLAN NOTES: PLAN L 1. SLOPE TOLERANCE FOR RAMP AND SIDEWALK 2.35" 2.35" CONSTRUCTION - f 0.50R « 24 WIDE RED OR YELLOW MOLDED NOTES: 24" WIDE RED OR YELLOW MOLDED 2. THE MAX. ALLOWABLE SLOPE OF ACCESSIBLE ROUTE DETECTABLE WARNING STRIP INSERTED DETECTABLE WARNING STRIP INSERTED e EXCLUDING CURB RAMPS SHALL BE 5%. INTO CONCRETE (SEE DETAIL) 1. SLOPE TOLERANCE FOR RAMP AND SIDEWALK CONSTRUCTION = t 0.50% F k, INTO CONCRETE (SEE DETAIL) SIDEWALK CONIC. CURB _ 'ass 4-0" MIN. N 3. THE MAX. ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB 1,51� _ CUT RAMP ,' 2. THE MAX. ALLOWABLE SLOPE OF ACCESSIBLE ROUTE " " 7,5y N EXCLUDING CURB RAMPS SHALL BE 5R •� t�tl'E3 ct4 RAMPS SHALL BE 7.5R MAPK #10 6 x6 WWM URB LINE •"'�.(MAX) 7:5f; MAX T 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT E. ^-� ) 3. THE MAX. ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB cr CIVIL c 1.5% 751 (AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E. 1/4" UP (MAX) tp(o RAMPS SHALL BE 7.5K " No.45937 --'tip 1/4" LIP (MAX) PLAN HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). �`` ,ROADWAY -- --+— d PLAN T k OADWAY ryMAINTAINED 5. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDtNG. CONCRETE TOP, X d " ANY PERMANENT F OBSTACLE N ACCESSIBLE ROUTE (LE.A 4r SEE CONCRETE 0.5' ,� �..I WALKWAY DETAIL COMPACTED GRAVEL 10 6"x6" WWM 0.5" �� HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). CONCRETE TOP. COMPACTED GRAVEL N BORROW BASE, SEE iv �� 5. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. SEE CONCRETE BORROW BASE, SEE o � ��g � " > WALKWAY DETAIL CONCRETE WALKWAY 1�"I CONCRETE WALKWAY DETAIL ci 0.9 1 3/, o�). DETAIL ELEVATION "'�f SECTION A—A DETECTABLE WARNING SECTION A—A ELEVATION MARK D. DIBB DATE STRIP ACCESSIBLE CURB RAMP (ACR) TYPE IrBtr - DETECTABLE WARNING PROFESSIONAL ENGINEER ACCESSIBLE CURB RAMP CACR� TYPE 'A' PARALLEL PERPENDICULAR INDIRECTION WITH V NTRAN SCALE: NONE SCALE: NONE SITE PUNS GALVANIZED ALUMINUM REFLECTIVE SIGN PANEL WITH SELF ADHESIVE, ENGINEER- GALVANIZED ALUMINUM REFLECTIVE SIGN PANEL WITH COMMERCIAL GRADE, REFLECTIVE VINYL SHEETING. EDGES SELF ADHESIVE. ENGINEER-GRADE, REFLECTIVE VINYL TO BE DRESSED. PROVIDE SIGN PANEL & SHEETING. EDGES TO BE DRESSED. PROVIDE SIGN PANEL _ PRE-PUNCHED MOUNTING HOLES. IMAGE TO 12" AND PRE-PUNCHED MOUNTING HOLES. IMAGE TO BE REDEVELOPMENT :BE SURFACE INSTALLED. SELF-ADHESIVE PARKING SURFACE INSTALLED. SELF-ADHESIVE ENGINEER-GRADE. tD a ENGINEER-GRADE. NON-REFLECTIVE VINYL NON REFLECTIVE VINYLOP iv iv O VAN ACCESSIBLEFLUSH PARKING SIGN (TYP. HANDICAP ACCESSIBLE CURB CONCRETE HAN CURBDICAP PARKING 8.5» RAMP (TYP.) .� SIGN (TYP.) 6 #1555 & #l 575 ROUTE 132 R CIRCLE 12» 2«x2» GALVANIZED STEEL TUBE 'I WITH CAP, AS PER SPECS 8.5" N -�-��-- 2" IN N t SPECIAL PLATE N -� REQUIRED �- FCC HYAN N I S to STEEL TUBE WITH n GALVANIZED WHITE PAINT A c CAP, AS PER SPECS -- 10"� '` PAINT WHITE MASSACHUSETTS 1 Ilow'1 I BARNSTABLE UNAUTHORIZED VEHICLES w LINES (TYP.) I MAY BE REMOVED AT SIGN N Q OWNERS EXPENSE N LENGTH AS REQUIRED r 6" TRAFFIC PAINT 3'-0" (TYP) (SEE STRIPING PLAN) ACCESSIBLE •: O WASHER AND 3-1/2" X 2._0» PARKING » " 5 16" GALVANIZED STEEL SYMBOL (TYP. DETAILS 2 x2 GALV. STEEL / R TUBE SET IN MATERIAL VARIES, SEE BOLT WITH NUT AND WASHER 1' t;TYP.) —►� �-- 2' ( •) 3'-10 .� �. �j CONCRETE BASE MATERIALS PLAN, FINISH " 4' TO END 01 j APPROX. 12" DIA.x GRADE VARIES, SEE 8 OF PARKING + 30" DEPTH GRADING PLAN FINISHED GRADE �i//\ 4 a //� 2'-0" ! SPACE (TYP.) OF \ \\ 0 B 14 E WHITE PAINTED MARCH 7, 2007 Ay - �+ 2'-O" 2v STOP LINE CURB (VAN,SPACE) $6_00 (VAN•SPACE) ;o VAN ACCESSIBLE a ;\ 12" DIAMETER X 24" CONCRETE " FOOTING, 3000 PSI 4 WHITE PAINT ACCESSIBLE PARKING PAVEMENT M _ . \` MARKING SYMBOL 12" � 4" WHITE PAINT (TYP.) ` 4 / I-�- NOTE: \ /\ COMPACTED SUBGRADE ACCESSIBLE SYMBOL SHALL BE TRAFFIC PAINT AND ACCESSIBLE SIGN & POST a CENTERED IN STALL VISITOR SIGN & POST TYE.) PAVEMENT MARKINGS TO BE INSTALLED IN LOCATIONS SHOWN ON THE PLANS PAINTED PAVEMENT MARKINGS ACCESSIBLE PAINTED PAVEMENT MARKINGS NO. DATE DESC. PARKING SYMBOL & ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING SIGN PAINTED PAVEMENT MARKINGS ACCESSIBLE PARKING SPACE SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE CATCH BASIN - SEE PLAN W Z FOR ELEVATIONS cc > SEE PLANTING PLAN N COMPOST LOAM m PLANTING MEDIUM PREPARED FOR: i—ttl— III=III= BROWN, LINDQUIST K FENUCCIO & RABER -1 I I-111-1 I i=' •. . ...: _ ." I—I i lI I II 203 WILLOW STREET =1 11=1 11=1 I I i I i—III YARMOUTHPORT, MA 02675 I I I= N iv BIO-RETENTION SOIL _ — — =III= DOUBLE WASHED ;9BSC Oup III—III— TrI—III=) CRUSHED AGGREGATE i=11 I III— i 1=111=III=11 I WRAPPED IN FILTER FABRIC 349 Maul Street — — — — Route 28, Unit D W. Yarmouth, Massachusetts 02673 UNDISTURBED SUB GRADE 508 778 8919 © 2007 BSC Group, Inc. SCALE: 1 Is = 20' RAIN GARDEN 0 10 20 40 N.T.S. ISSUED FOR PERMITTING FILE:48930—SP.DWG NOT FOR CONSTRUCTION DWG. NO: 5462-02 JOB. NO: 4-8571.01 SHEET C10OF C11 SOIL TEST PIT DATA: TEST PIT €1_ TEST PIT —#2 GRD. EL. 52.6 GRD. EL. 53.2 EST. HIGH GW. NA EST. HIGH GW. NA 24" DIA. HEAVY DUTY Li C.I. FRAME AND COVER6'-0" DIA. 6'-0" DIA. FILL 3" LAYER OF PEASTONE INDICATES \ 30" 36" _� OBSERVED /'�-- EL 50.1 EL = 50.2 - GROUND WATER EE M.H. TO FINISH GRADE INDICATES WER BRICK & MORTAR PERC. FILTER FABRIC (1' OVERLAP) DEL = 73.4TEST C C INDICATES ��"OF12 HDPE M. SAN COARSE SAND UNSUITABLE O 0 10YR 7/4 10YR 7/3 MATERIAL MARK jlLD 1110 0 �` l3ES?9 0 00 8__../'� No.45937 co 0 �J SHOREY LCB--1000—H-20 OR EQUIVALENT " �, 6'-8" / 0 PLAN VIEW.Ml EL = 42.6 120 EL = 43.2 120 0 0 0 H- 20 PRECAST DRYWELL DATE: DATE: 0 O 0 0 4'-11" 5/16/06 5/16/06 -0 2 -0 12" HDPE CONNECTION PIPE TEST BY. TEST BY: 0 0 0 0 / AT BOTTOM THE BSC GROUP, INC. THE BSC GROUP, INC. MARK D. DIBB DATE 0 �} , WITNESSED BY.- WITNESSED BY: PROFESSIONAL ENGINEER 0 0 O DON DESMARAIS DON DESMARAIS Y PERC. RATE: PERC. RATE: 3/4" - 1 1/4" DIA. <2 MIN./INCH <2—MIN./INCH 2' / WASHED STONE SOIL EVALUATOR SOIL EVALUATOR SITE PLANS Ne000l MARK DIBB MARK DIBB SOIL CLASS: SOIL CLASS: CROSS- SECTION 1 1COMMERCIAL L.T.A.R. L.T.A.R. REDEVELOPMENT H-20 PRECAST DRYWELL (TYP.) 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. #1555 & #1575 ROUTE 132 IN 70' no HYAN N I S 2' 6' 4' 69 40 6, 4' 6' 4, 6, 4' 60 4' 6, 2' 00- MASSACHUSETTS N 8 S BARNSTABLE o p p DETAILS CV COVER TO GRADE 12" HDPE (TYP) PLAN VIEW — SYSTEM #1 \— COVER To GRADE MARCH 7, 2007 NOT TO SCALE 20' 2' 6' 2' 6' 2' ISION NO. DATE DESC. — COVER TO GRADE o D p cV 12" HDPE (TYP) 30, 2' 6' 4' 6' 4' 6' 2' PLAN VIEW SYSTEM #2 NOT TO SCALE g iV iV 30' D PREPARED FOR: 2' 6' 4' 6' 4' 6' 2' BROWN, LINDQUIST N FENUCCIO & RABER w CV CV 8 4 �g 203 WILLOW STREET COVER TO GRADE o'" COVER TO GRADE YARMOUTHPORT, MA 02675 o p p o p p B S A COO::: N N N N 349 Main Street 12" HDPE (TYP) i 2" HDPE (TYP) Route 28, Unit D W. Yarmouth, Massachusetts 02673 PLAN VIEW - SYSTEM #3 5087788919 NOT To SCALE PLAN VIEW - SYSTEM #4 NOT TO SCALE © 2007 BSC Group, Inc. SCALE: 1" = 20' STORMWATER DRAINAGE SYSTEM DETAILS '° 20 �° nu ISSUED FOR PERMITTING FILE:48930-SP.DWG NOT TO SCALE NOT FOR CONSTRUCTION DWG. No: 5462-02 SHEET C110F C11 JOB. NO: 4-8571.01