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HomeMy WebLinkAbout3840 FALMOUTH ROAD/RTE 28 - Health Falmouth Rd., Marstons Mills THE UPPERCUT �J f COMMONWEALTH OF MASSACHUSETTS z W EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS d DEPARTMENT OF ENVIRONMENTAL PROTECTION .c 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 5018.946-2700 c e`� 0,9M SVe" JANE SWIFT BOB DURAND Governor jei��, Secretary c1c LAUREN A.LISS Commissioner February 26,2002 Steve Chouinard RE: BARNSTABLE—BRPDEP01 Non-Sanitary Vanasse Hangen Brustlin,Inc. Industrial Wastewater Holding Tank for Sail 101 Wa!nut Street,P.O.Box 9.151 on Hair Salon,_IDc.,3832 Falmouth Road, Watertown,Massachusetts 02471-9151 Marstons Mills Transmittal.No. 31004049 Dear Mr. Chouinard: The Department of Environmental Protection has conducted a Technical Review of the above- referenced application requesting the Department's approval to construct and install a non-sanitary industrial wastewater holding tank.With your application you submitted two plans titled: "1. PROPOSED NON-SANITARY TANK DETAIL JANUARY,2002 COTUIT LANDING REDEVELOPMENT FALMOUTH ROAD BARNSTABLE, MASSACHUSETTS VANASSE HANGEN BRUSTLIN,INC. NOT TO SCALE 2. UPPER CUT SALON—COTUIT LANDING COTUIT, MA HAIR WASH SINKS PIPING PLAN SCALE: 1/8"= V DATE: 10/18/01 GRIFFITH & VARY, INC. 12 KENDRICK ROAD WAREHAM, MA 02571" You propose to dispose of an average of 50 gallons per day of non-sanitary waste from the site by means of an industrial waste holding tank equipped with audio-visual alarms. The Department is of the opinion that there is no other feasible alternate system that could be installed at the referenced location.Therefore,the Department hereby approves your application subject to the following conditions: 1. A Disposal Construction Permit must be obtained from the Barnstable Board of Health prior to the start of any construction. This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: hitp://www.magnet.state.ma.us/dep Z� Printed on Recycled Paper 2 2. The Barnstable Board of Health must certify in writing that the system will be monitored by them to see that it is being properly operated and maintained. 3. Failure of the owner or persons having control of the tank to keep it from overflowing and property maintained will constitute grounds for the revocation of this approval. 4. Construction shall be in strict accordance with the approved plan and no changes will be made without the prior written approval of the Department. 5. The industrial waste holding tank shall not be utilized until a Certificate of Compliance is issued by the Barnstable Board of Health. 6. Written certification that the industrial waste holding tank has been constructed in accordance with the approved plan shall be submitted to this office with a copy to the Board of Health.A Massachusetts registered Professional Engineer shall submit said certification. Nothing in this provision is intended to interfere with the right of the Board of Health to inspect the industrial waste holding tank at any time during construction in order to assess compliance with the final plan,as approved by the Department. 7. The Department's approval of the proposed system will be dependent upon the recording in the appropriate Registry of Deeds of a notice that discloses the existence of the industrial waste holding tank and the involvement of the Department of Environmental Protection in the approval of the industrial waste holding tank. Prior to the issuance of the Certificate of Compliance,the applicant shall provide an attested copy of said notice to the Department and the Barnstable Board of Health. Enclosed herewith are stamped approved copies of the plan,a copy of which must be kept on-site and used for construction purposes. If you have any questions,please contact Christos Dirnisioris at(508)946-2736. Very truly yours, Brian A.Dudley . Bureau-of Resource Protection D/CD/bh Enclosure(2 sets of plans) cc: Sail on Salon, Inc. dba Upper cut Salon 3832 Falmouth Road, Marstons Mills,MA 02648 DEP Watershed Permitting Program,Title 5 Section,Boston Barnstable Board of Health P.O. Box 534 Hyannis,MA 02601 (w/enclosure-1 set of plans) t. NOTES: 1. PROVIDE 26" DIA. CAST IRON FRAME & COVER OVER EACH OPENING. RAISE TO FINISHED GRADE WITH 48" DIA. MANHOLE RISER SECTIONS. 2. ALL TEES SHALL BE SCHD 40 PVC. 3. CONCRETE SHALL BE 5,000 P.S.I. MINIMUM STRENGTH ® 28 DAYS. 4. STEEL REINFORCEMENT SHALL BE ASTM A-615 GR. 60. 5. SEAL CONSTRUCTION JOINTS W/ 1" DIA. BUTYL RUBBER OR EQUIVALENT. SEE PLAN FOR INLET AND OUTLET ORIENTATION. 6. SEAL UNUSED KNOCKOUTS W/ NON-SHRINK CEMENT GROUT. 7. TANK SHALL BE DESIGNED FOR HS-20 LOADING. 8. DUE TO RISERS AND SOIL COVER. DIMENSIONS GIVEN FOR GENERAL INFORMATION ONLY. ACTUAL DIMENSIONS MAY VARY. 9. PROVIDE FLOAT IN TANK AND BELL/LIGHT ALARMS IN BUILDING (ALARM AT APPROXIMATELY 1500 GALLONS). MANHOLE RISER WITH 24" OPENING HEAVY DUTY FRAME & COVER ' COVER TO READ "SEWER". RIM EL = 69.0 6" INLET I I I I I I I I II li II II. INV EL = 64.0 - - - - - - -� — ALARM EL = 62.58 2,000 GALLON TANK o CY - - - - I � 5~�o io I a� MERCURY Ln a= FLOAT SWITCH SEAL AROUND PIPE ELEV. 58.50 W//NON-SHRINK GROUT OR PROVIDE FLEXIBLE BOOT fO 0 ALL PIPE CONNECTIONS. °,o °�o o°°o a ,c� Ca,o ,'o o ° °�gg�°° o O o 1.O o 0 0 � �, o 0 0 6" 10'-0" 12" COMPACTED GRAVEL BORROW .� N COMPACTED SUBGRADE OZ = Section View Z - 11'-0" rf1LL UNUSED KNOCKOUTS uj U C� WITH NON-SHRINK GROUT Ua 10*-0" co pLU as _ - - - - - -- - - - - p J m 6" INLET r Q c0 ~ z v W ( 1 (^1 0 0 � I 1 u � L..a.e N Cie KNOCKOUT cn ( ') L - - - - - - - - - - - - J W Plan View Vanasse Hangen Brustfin,Inc. Cotuit Landing Redevelopment Proposed Non-Sari ank Detail Falmouth Road January,2002 �N DF Mgss Barnstable,Massachusetts STVN G Z UI A D Not to Scale CI IL W .o .3 �SS�ONAL ENG - ED ROv � c� I MASSACHUSETTS DEPARTMENT Of ENVIRONMENTAL PROTECTION a � m date FEB I o 4" OUTLET j INV.- 96.50' i j F.C.O. DISCONNECT EXISTING WASTE PIPING FROM j 3" THIS EXISTING SINK 1/4"/FT AND CAP EXISTING C.O. �11 WASTE LINE AT FLOOR- CONNECT THIS SINK'S C.O. WASTE LINE TO A NEW C.O. 3" HORIZONTAL LINE IN VOID BEHIND SINKS. (INSTALL AS HIGH AS POSSIBLE) INSTALL NEW EXISTING HAIR WASTE PIPING WASH SINKS TIGHT TO WALL TO REMAIN UPPER CUT SALON FINISH. FLOOR j ELEVATION 100.00' j I i PROVIDE NEW SIGN OVER RE-PIPED SINK TO READ AS FOLLOWS: DYE & PERMANENTS RINSE SINK OF pq " WAYNE A. G GRIFFITHCD " NO. 35519 Griffith & Vary, Inc. UPPER CUT SALON — COTUIT LANDING CONSULTING ENGINEERS C OT U I T, MA 12 . 02571 KENDR ROAD WAREHAMI, MA MA. HAIR WASH SINKS PIPING PLAN Dw-TEL (�3 29 0s�000.33 SCAM . 7. ow►wN BY: CHECK BY: P—S K— 1 1/8 >> -o �o-�e-o� w.Ja. J.E.Z. TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair satisfactory 2.Printers BOARD OF HEALTH 3.Auto Body shops 0 unsatisfactory- 4.Manufacturers COMPANY (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS ✓] Y;F 6�p 2 9, Class: -7 7.Miscellaneous IVIOWAUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATERIALS Case lots Drums Above Tanks Underground IN OUT IN OUT IN JOUT #&gallons Age Test Fuels: Gasoline,Jet Fuel (A) I Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) new motor oil(C) transmission/hydraulic Synthetic Organics: degreasers Miscellaneous: DISPOSALIRECLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply O Town Sewer 'ublic $,On-site OPrivate 3. Indoor Floor Drains YES NO O Holding tank:MDC_ O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES NOZ ORDERS: O Holding tank:MDC O Catch basin/Dry well O On-site system 5.Waste Transporter Name of Hauler Destination`- � � YES NO 1. 2. Per's8n,M Interviewed Inspector Date The peer 9i:ut SALON COTUIT LANDING 3832 FALMOUTH ROAD MARSTONS MILLS,MA 02648 HEATHER MacROBBIE (508)428-6990 TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair 2.Printers satisfactory BOARD OF HEALTH 3.Auto Body Shops O unsatisfactory- 4.Manufacturers COMPANY cJ�,���� (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS ?Z A 6"" 77.Miscellaneous _ Class. ,440.4,j QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATERIALSCase lots Drums Above Tanks Undergi-ound Tanks IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline Jet Fuel (A) Diesel, Kerosene, #2(B) Heavy Oils: waste motor oil(C) new motor oil(C) transmission/hydraulic Synthetic Organics: degreasers Miscellaneous: 3-lg 5 CS C 40 lot,r Lo-.- Z0 /V pv zq-k I L DISPOSALIRECLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply 7 �� f� k S ra LJ / C/r O Town Sewer Public 11 S'a/.P GpG+Lv. ?(On-site QPrivate AA 3. Indoor Floor Drains YES NO O Holding tank:MDC_ ' Q Catch basin/Dry well d-ccuo... &V !c a oq i/S 96. v/,7l /' i ° O On-site systemQWAd, , 1 -1" -_ l'i? OU 14'ai -r. _,l/o 4. Outdoor Surface drains:YES_;�- NO ORDERS: `� °'""�O r-k4, " Q Holding tank:MDC b j .&u V Gael'ice Gl t/ac 1-1,6 Q Catch basin/Dry well -� P n-site systemC 5.Waste Transporter Name of Hauler Destination Waste Product YES NO 1. 2. a A,12 ,P Person(s) Interviewed Inspect 3 Date Date: V� T&IC AND HAZARDOUS MATERIALS REGISTRATION FORM NAMEOFBUSINESS�� BUSINESS LOCATION: MAILING ADDRESS: `�'l � Mail To: TELEPHONE NUMBER: S `� ` Board of Health � Town of Barnstable CONTACT PERSON:1)R��� _ P.O. Box 534 EMERGENCY CONT T TELEPHONE UMBER�6 Hyannis, MA 02601 TYPE OF BUSINESS: �� Does your firm st re anf the toxic or hazardoumaterials listed below, either for sale or for you own use? YES NO This form must be returned to the Board of Health regardless of a yes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store. NOTE: LIST IN TOTAL LIQUID VOLUME OR POUNDS. Quantity Quantity Antifreeze'(forg_ asolineorcoolantsystems) Drain cleaners NEW USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road Salt (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor oils Pesticides NEW USED (insecticides, herbicides, rodenticides) Gasoline, Jet Fuel Photochemicals (Fixers) Diesel fuel, kerosene, #2 heating oil NEW USED Other petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways & garages Wood preservatives (creosote) Battery acid (electrolyte) Swimming pool chlorine Rustproofers Lye or caustic soda Car wash detergents Jewelry cleaners Car waxes and polishes Leather dyes Asphalt & roofing tar Fertilizers Paints, varnishes, stains, dyes PCB's Lacquer thinners Other chlorinated hydrocarbons, NEW USED (inc. carbon tetrachloride) Paint & varnish removers, deglossers Any other products with "poison" labels Paint brush cleaners (including chloroform, formaldehyde, Floor & furniture strippers hydrochloric acid, other acids) Metal polishes Laundry soil & stain removers Other products not listed which you feel (including bleach) may be toxic or hazardous (please list): Spot-removers & cleaning fluids bou\raw�,L a (dry cleaners) U l Other cleaning solvents Bug and tar removers b afr WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS TOXIN OF BARNSTABLE OMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair satisfactory 2.Printers BOARD OF HEALTH 3.Auto Body Shops fo� unsatisfactory- 4.Manufacturers COMPANY (see"Orders") 5.Retail Stores C185S: ADDRESS3�� c/ 6.Fuel Suppliers C-�/ 7.Miscellaneous i (SQUANTITIES AND STORAGE (IN= indoors;OUT=outdoors) MAJOR MATER S Drums Above Tanks Underground Tanks IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline,Jet Fuel(A) Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) new motor oil(C) transmission/hydraulic Synthetic Organics: degreasers Miscell neous: 3 Nj P�cvs IVA DISPOSAURECLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply � 1 O Town Sewer ,�*ublic ' XOn-site OPrivate 3. Indoor Floor Drains YES NO X O Holding tank:MDC O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES NO ORDERS: O Holding tank:MDC 'CCatch basin/Dry well O On-site system 5.Waste Transporter Name of Hauler Destination Waste Product •d YES NO 1. 2. y� r2 Person (s) Interviewed Inspector Date The . pper Uu t SAL®N a COTUIT LANDING 3832 FALMOUTH ROAD MARSTONS MILLS,MA 02648 HEATHER MacROBBIE (508)428-6990 w� Z TOXIC AND HAZARDOUS MA''TERIAL REGISTRATION FORM NAME OF BUSINESS:-zo��ae,�7. r , YG, %L Mail To: BUSINESS LOCATION' f IV Board of Health Town of Barnstable MAILING ADDRESS: 39�-k rO ` rn f Its ej,� P.O. Box 534 TELEPHONE NUMBER: (b 1"l v Hyannis, MA 02601 CONTACT PERSON: A`1�111 O)4 EMERGENCY CONTACT TELEPHONE NUMBER: * ��� , Does your firm store any of the toxic or hazardous materials listed below, either for sale or for your own use, in quantities tot Iling, at any time, more than 50 gallonsliquid volume or 25 pounds dry weight? YES NO This form must be returned to the Board of Health regardless of a yes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS s The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store: Quantity/Case Quantity/Case Antifreeze (for gasoline or coolant systems) Drain cleaners Automatic transmission fluid ` Toilet cleaners Engine and radiator flushes Cesspool cleaners Hydraulic fluid (including brake fluid) Disinfectants Motor oils/waste oils Road Salt (Halite) Gasoline, Jet fuel Refrigerants Diesel fuel, kerosene, #2 heating oil Pesticides (insecticides, herbicides, Other petroleum products: grease, lubricants rodenticides) Degreasers for engines and metal Photochemicals (fixers and developers) Degreasers for driveways & garages Printing ink Battery acid (electrolyte) Wood preservatives (creosote) Rustproofers Swimming pool chlorine Car wash detergents Lye or caustic soda Car waxes and polishes Jewelry cleaners Asphalt & roofing tar Leather dyes Paints, varnishes, stains, dyes Fertilizers (if stored outdoors) Paint & lacquer thinners PCB's Paint & varnish removers, deglossers Other chlorinated hydrocarbons, Paint brush cleaners (inc. carbon tetrachloride) Floor & furniture strippers Any other products with "Poison" labels Metal polishes (including chloroform, formaldehyde, I Laundry soil & stain removers hydrochloric acid, other acids) (including bleach) ( Other products not listed which you feel may Spot removers & cleaning fluids be toxic or hazardous (please list): (dry cleaners) Other cleaning solvents Bug and tar removers Household cleansers, oven cleaners White Copy- Health Department/ Canary Copy-Business TOWN OF BARNSTABLE COMPLIANCE: ( CLASS: 1.Marine,Gas Stations,Repair O satisfactory 2.Printers BOAR OF HEALTH 3.Auto Body Shops �xz,r, v7, O unsatisfactory- 4.Manufacturers COMPANY M6t ����a�/ (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS Class: 1 7.Miscellaneous AZ ,/A,WANTITIES AND STORAGE (IN= indoors; OUT=outdoors) MAJOR MATERIALS Drums Above Tanks Underground Tanks IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline,Jet Fuel (A) Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) new motor oil (C) transmission/hydraulic Synthetic Organics: degreasers Miscellaneous: l 4 to DISPOSAURECLAMATION REMARKS: R - � 1. Sanitary Sewage 2. Water Supply ? rs` 7y b Town Sewer Public On-site OPrivate 3. Indoor Floor Drains YES-No O Holding tank: MDC O Catch basin/Dry well O On-site system n 4. Outdoor Surface drains:YES_ZNO ORDERS: O Holding tank: MDC Catch basin/Dry well ° O On-site system 5.Waste Transporter - Name of Hauler Destination Waste Product YES NO 1. - 2. All I &A Person (s Interviewea Date { l °p(NE TOH,4• Town of Barnstable Office:508-862-4644 Public Health Division Fax:508-790-6304 • BARMS�RLE.�' 200 Main Street• Hyannis, MA 02601 " 1659. M1 TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT rF0 PS Business Name: feQ L I -L Date: 2 ! Location/Mailing Address: t=a. 604& Rio i A?I a. Contact Name/Phone: 14 D 2 - Inventory Total Amount: q OLI SDS: � `a%kN C'`A1 License#: Tier II : D Labelina: OK Spill Plan: Oil/Water Separator: Floor Drains: Emergency Numbers: ' Storage Areas/Tanks: nti� % 1'oxv-0 L yg-< W 1 L Emergency/Containment Equipment: 00*0 Cb k _XV e-I C>w oo w� 1�0 l ivy,�f►i� Waste Generator ID: Waste Product: 0 6&5 k e v-� S c Date&Amount of Last Shipment/Frequency: Licensed Waste Hauler&Destination: Other Waste Disposal Methods: LIST OF TOXIC AND HAZARDOUS MATERIALS. NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more requires a license from the Public Health Division. Antifreeze Dry cleaning fluids Automatic transmission fluid Other cleaning solvents&spot removers Engine and radiator flushes Bug and tar removers Hydraulic fluid (including brake fluid) Windshield wash Motor oils Miscellaneous Corrosives Gasoline,jet fuel, aviation gas Cesspool cleaners Diesel fuel, kerosene, #2 heating oil Disinfectants Miscellaneous petroleum products: Road salts grease, lubricants, gear oil Refrigerants Degreasers for engines&garages Pesticides: Caulk/Grout insecticides, herbicides, rodenticides Battery acid (electrolyte)/batteries Photochemicals(Fixers) Rustproofers Photochemicals(Developer) Car wash detergents Printing ink Car waxes and polishes Wood preservatives (creosote) Asphalt&roofing tar Swimming pool chlorine Paints, varnishes, stains, dyes Lye or caustic soda Lacquer thinners Miscellaneous Combustible Paint&varnish removers, deglossers Leather dyes Miscellaneous Flammables Fertilizers Floor&furniture strippers PCB's Metal polishes Other chlorinated hydrocarbons Laundry soil &stain removers (including carbon tetrachloride) (including bleach) Any other products with "poison labels" AmA-6,u (including chloroform, formaldehyde, a\ C CAk C, k4zA,1 hydrochloric acid, other acids) VIOLATIONS: h��l �dl�s►�.� r `9a1 �- �ad I'av&kk-e�5 0X ORDERS: INFORMATION/R COMMENDATIONS: Ci 0I)WL-! ok uO �2 C QW S3�$!5 0�..>-V '54 e, D I1!�'�'X O -� 'Z_y6� Inspector: t s cvl�,,�«�2 S S Facility Representative: WHITE COPY- HEALTH DEPARTMENT/CANARY COPY- BUSINESS ' e YOU WISH TO OPEN A BUSINESS? , For Your Information: Business certificat s (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Cleik's Office, 1st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. DATE: 3 zz ) Fill in please: APPLICANT'S YOUR NAME/S: —d OR too BUSINESS YOUR HOME ADDRESS: f TELEPHONE # Home Telephone Number NAME OF CORPORATION:. ° NAME OF NEW BUSINESS` . TYPE OF BUSINESS IS THIS A,HOME,OCCUPATION? YES NO. ADDRESS OF BUSINESS �. ' L) L MA PARCEL NUMBER . C (�AssessiRg] . a (i When starting a new business there are se era[things you must do i order to be in c o ance with thet ru�nd regul ttio6s of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. — (corner of Yarmouth Rd. &Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONER'S OF ICE This individual has been f any e i requirements that pertain to this type of business. Auth riz Sig ure** COMMENTS: ✓L ITI 2. BOARD OF HEALTH This individual.has been informed of the permit requirements that pertain to this type of business. MUST COMPLY WITM'ALL Authorized Signature** HAZARDOUS MATERIALS RWOLO&S COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signatur COMMENTS: ti Date:3 / a3/ ! 4- TOWN OF BARNSTABLE TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAME OF BUSINESS: D r- I)JI) �jx �2�7A BUSINESS.LOCATION: �) "?" 0 in INVENTORY MAILING ADDRESS: 11�A ,',�i:a��'S wti/)<, A-14 02 I_j R TOTAL AMOUNT: TELEPHONE NUMBER: Z= GZ t� -- `) � ? ?.L ` - 2-c CONTACT PERSON: EMERGENCY CONTACT TELEPHONE NUMBER: ?f;c; , L MSDS ON SITE? �T TYPE OF BUSINESS: IVI'c- I� SZ,�_rny INFORMATION / RECOMMENDATIONS: Fire District: Waste Transportation: Last shipment of hazardous waste: Name of Hauler: Destination: Waste Product: Licensed? Yes No NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed / Maximum Observed / Maximum Antifreeze (for gasoline or coolant systems) Miscellaneous Corrosive ❑ NEW ❑ USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road salts (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides ❑ NEW ❑ USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel,Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene,#2 heating oil ❑ NEW ❑ USED Miscellaneous petroleum products: grease, Photochemicals (Developer) lubricants, gear oil ❑ NEW ❑ USED Degreasers for engines and metal Printing ink Degreasers for driveways&garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Miscellaneous Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt& roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (including carbon tetrachloride) ❑ NEW ❑ USED Any other products with "poison" labels (including chloroform,formaldehyde, Paint&varnish removers, deglossers hydrochloric acid, other acids) Miscellaneous: Flammables Other products not listed which you feel Floor&furniture strippers may be toxic or hazardous(please list): g Metal polishes I CW1- P(.(ALIy1 1 C\M. -�Oir ivlQ G I Laundry soil &stain removers (including bleach) Spot removers&cleaning fluids (dry cleaners) Vj CQA LQJ\-� Other cleaning solvents Bug and tar removers I ow,` c-i I cd (�kLy5 Windshield wash M ':4 WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Applicant's Signature Staff's Initials G �i i TOP FND ELEV. = 68.97' PROVIDE(H-20)CAST IRON MANHOLE FRAME& PROPOSED 4"COVER TO FINISH GRADE (COVER EMBOSSED WITH PVC VENT PIPE PROVIDE CAST IRON MANHOLE GENERAL NOTES "NON-HAZARDOUS INDUSTRIAL WASTEWATER") FRAME&COVER TO FINISH GRADE FINISH GRADE 68.5'+ (COVER EMBOSSED WITH "SEWER") 1. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD @ FND. EL.=, FINISH GRADE OVER TANK EL.= 68.5'± 9"MIN. /36"MAX. OF HEALTH AND THE DESIGN ENGINEER. ROP.4"SCH. 2. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS.SHALL 40 PVC PIPE BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. 3. SLOPE ALL SOLID PIPE AT 1.0%MINIMUM. �� 6" 3" WATER 24"MIN.ACCESS COVER(TYP.) WATER ALARM SENSOR TO BE 4. LOCAL BOARD OF HEALTH TO BE NOTIFIED PRIOR TO BACK FILLING WHEN PLACED AT 314 CAPACITY µ �`.� .._.ra. �` SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS NOT TO LINE HOLDING TANK LINE r �, ' , ' ., BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH. o SECONDARY TANK 5. ELEVATIONS BASED ON APPROX. M.S.L. DATUM OF 68.00'MSL ESTABLISHED ON TOP 64.50' �dr s "�' + . ` •' CENTER OF SEWER MANHOLE COVER AS SHOWN ON PLAN. SECONDARY TANK t $ � • 6. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION CONTRACTOR OR MANUFACTURER FULL �s �► • - THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE 48" TO ENSURE ALL COVERS& RISERS CAPACITY TO BE WATER TIGHT(TYP.) HOLDING TANK °'` � �`.. ¢' AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY n n DISCREPANCIES TO THE DESIGN ENGINEER. 10.0 " 3/4 c�,,<. ( _ ¢ ALL JOINTS WHERE PIPE ENTERS CONCRETE STRUCTURES SHALL BE MA 36 CAPACITY r �,_ y � � DE WATERTIGHT. TANK HIGH LEVEL FULL ( ) 8. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH ALARM SENSOR TO BE PLACED AT 3/4 CAPACITY DETERMINATION FROM APPROPRIATE AUTHORITY. s"CRUSHED STONE OVER v >' k ' 9. ALL SYSTEM COMPONENTS SHALL WITHSTAND H-20 LOADING UNLESS MECHANICALLY COMPACTED BASE F 6"CRUSHED STONE OTHERWISE NOTED. PROPOSED 2,000 GALLON H-20 CONCRETE HOLDING TANK OVER MECHANICALLY r � �► . COMPACTED BASE 3 ,�', `; '' • �` • 10. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN LENGTH 12-0 WIDTH 6 6 DEPTH 6 0 SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. PROPOSED 6,000 GALLON H-20 CONCRETE SECONDARY TANK 11 PROPOSED PROJECT Is LOCATED WITHIN: t/ *LENGTH 1T-0" WIDTH 10'-0" DEPTH T-9" * � � �* � " +# ASSESSORS MAP 58 PARCEL 39-02 DIMENSIONS PER ACME(TO BE VERIFIED �+`. ' © PRIOR TO STARTING WORK) HOLDING TANK SECONDARY TANK E N® VIEW 12. OWNER OF RECORD: CAPE COTUIT CENTER LLC TANK PROFILE NOTE: BOTH TANKS SHALL BE WATER TIGHT .. �> � ` �. ` � r F ,.: F � � ADDRESS: STOP&SHOP SUPERMARKET CO NOT TO SCALE AND WATERPROOFED. NOT TO SCALE BOSTON, MA 02101 ELECTRIC HAND HOLE , , r"' Iv4 FEMA FLOOD ZONE ZONE C AS SHOWN ON COMMUNITY PANEL# 250001 0015 C 14. PLAN REFERENCES: / \ p DRAINAGE MANHOLE qy ' • 1. L.C. PLAN NO. 22824-1 2. MASS HIGHWAY LAYOUT NO. 7697 "` _ �� , � � � 15. DEED REFERENCES: * . ; " • ` 4 '' � 1. L.C.C.#144821 / 16. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. 5,4 17. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY FENCED-IN \ FOR HOLDING TANK INSTALLATION. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY A DUMPSTER 3840 FALMOUTH RCAD _ � ; � � � � � FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. \ �NCLOSURE ` 18. THE HOLDING TANK SHALL BE PUMPED AS REQUIRED WHEN THE LEVEL OF r. ?' x ?'° P ". WASTEWATER REACHES 75%OF THE TANK'S CAPACITY(I.E. 1,500 GALLONS). j 19. THE ALARM AND HIGH LEVEL FULL SWITCH SENSOR WILL BE WIRED ON A SEPARATE 0 CATCH BASIN � f s � I r DEDICATED CIRCUIT AND (FULL) O � .� �► ;, � BREAKER(AT 1,500 GAL. LEVEL). 20. THE ALARM PANEL SHALL HAVE BOTH AUDIBLE AND VISUAL ALARMS(BELL AND LIGHT)FOR Y i L 4 THE HIGH LEVEL FULL CONDITION,AND HAVE A SYSTEM OPERATING LIGHT AS A MINIMUM. � � ROPE �Y x�r (FULL) ��� OVEN ;:, THE ALARM MAY BE CONFIGURED TO BE PLACED IN A STAND-BY MODE, (FOR THE AUDIBLE .,' ALARM ONLY AFTER BEING ACTIVATED. THE LIGHT FULL WILL REMAIN ON UNTIL PUMPED. . . PANEL TO BE LOCATED INSIDE EXISTING BUILDING. \ 21. CONTRACTOR SHALL ENSURE THAT THE PROPOSED TANKS BE WATERTIGHT(I.E. NO INFILTRATION OR EFLLTRATION). T O s ��\ 1 INDEX PLAN G\ LOCUS PLAN I SCALE: 1"=200 20GN � SCALE: 1"= '1000' \ LEGEND DESIGN DATA OA / 50x0 EXISTING SPOT GRADE #3878 _.--. HOLDING TANK STORAGE: EXISTING BUILDING DESIGN FLOW: 300 GPD(34 CHAIRS @ 100 GPD PER CHAIR) -- 50 — — EXISTING CONTOUR MAX WEEKLY FLOW: 300/GPD x 7 DAYSi= 2,100 GALLONS 50 PROPOSED SPOT GRADES CENTRAL AIR CONDITIONING UNIT HANDICAPPED RAMP WORK DAYS PER WEEK: *6 **AVERAGE DAILY FLOW:(300 x 7)/6= 350 G3PD 50 PROPOSED CONTOUR \ \ \ MINIMUM HOLDING TANK CAPACITY= ° _ \ 500 /o OIF AVERAGE DAILY FLOW— 1,750 GALLONS —X—X—X—X—X—X— EXISTING FENCE PLUMBING FROM BEAUTY SALON CHAIRS AND NON-SANITARY SINKS TO BE USE A NEW 2000 GALLON H-20 CONCRETE HOILDNNG TANK PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE ROUTED TO HOLDING TANK GAS METER BC-2 PROPOSED H-20 6,000 LOW PROFILE CONCRETE SECONDARY TANK O O O PROPOSED 2,000 GALLON H-20 CONCRETE HOLDING TANK \ SECONDARY TANK STORAGE \ PROPOSED H-20 2,000 CONCRETE HOLDING TANK O PROPOSED 6,000 GALLON H-20 CONCRETE SECONDARY TANK j USE A NEW 6,000 GALLON H-20 CONCRETE SECONDARY TANK wv BC-1 pQ EXISTING WATER VALVE 68x2 'o i 8x7 ELECTRICAL CONDUITS O (1) LIGHTPOST(TYP.) PROPOSED PVC VENT / REV. DATE BY APP'D. DESCRIPTION (EXACT LOCATION PER OWNER) / NOTE: P -�— (2) Py EXISTING WATER AND SEWER SERVICES TO EXISTING PROPOSED SITE PLAN BUILDING NOT FIELD LOCATED. CONTRACTOR SHALL VERIFY PREPARED FOR: `f � W" LOCATION OF SERVICES AND RELOCATE, IF NECESSARY. . KIP DIGGS * LOCATED AT \ / PROVIDE 10' MIN SEPARATION BETWEEN EXISTING WATER PER owNER SERVICE AND PROPOSED TANK. **AS EXPLAINED IN THE D.E.P. INDUSTRIAL WASTEWATEIR HOLDING Q TANK COMPLIANCE CERTIFICATION INSTRUCTIONS. 3878 FALMOUTH ROAD /1"kO C NTERVILLE, MA 02632 B.M. CENTER SMH COVER ELEV= 68.00' SCALE: 1 INCH = 10 FT. DATE: AUGUST 1,2006 APPROX. M.S.L. 0 5 10 20 �o SEWER MANHOLE ��OF 40 FEET Jo�+N L. PREPARED BY: SWING TIES cNUHNL.t ': CIVIL ' JC ENGINEERING, INC. DIEscRIPTION BC-1 BC-2 41807 2854 CRANBERRY HIGHWAY TANK COVER IN (1) 25.5' 25.4' r EAST WAREHAM, MA 02538 SITE PLAN TANK COVER OUT(2) 20.1' 31.5'- 508.273.0377 SCALE: 1"= 10' Drawn By: BSM Designed By:MCP Checked By:JLC JOB No.1065 l � COMMONWEALTH OF MASSACHUSETTS . + EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS -� 1 DEPARTMENT OF ENVIRONMENTAL PROTECTION y 4 SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 JANE SWIFT Governor BOB DURAND Secretary LAUREN A.LISS `"0 Commissioner January 7, 2002 Walter Steinkrauss RE: BARNSTABLE: Cotuit Landing Stop & Shop Supermarket, Co. Shopping Center, 3860 Falmouth Road. 1385 Hancock Street Permit No.: SE 0-728 Quincy, Massachusetts 02168 Transmittal No. W020667 Dear Mr. Steinkrauss: In response to your application for a permit to discharge into the ground a treated effluent from a proposed wastewater treatment facility to be located on Cotuit Landing Shopping Center, 3860 Falmouth Road, Barnstable, and after due public notice, I hereby issue the enclosed final permit. The Department, during the public comment period, received no comments objecting to the issuance or terms of this permit. Therefore, in accordance with 314 CMR 2.08, the permit becomes effective upon issuance. Parties aggrieved by the issuance of this permit are hereby advised of their right to request an Adjudicatory Hearing under the provision of Chapter 30A of the Massachusetts General Laws and 314 CMR 1.00: Rules for the Conduct of Adjudicatory Proceeding. Unless the person requesting the adjudicatory hearing requests and is granted a stay of the terms and conditions of the permit, the permit shall remain fully effective. Should you have any questions regarding this matter,please contact Christos Dimisioris at(508) 946-2736. Very truly yours, Brian A. Dudley Bureau of Resource Protection D/CD/bh This information is availdble in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http://www.state.ma.us/dep Zia Printed on Recycled Paper Enclosure cc: Board of Health P.O. Box 534 Hyannis, MA 02601 (With enclosure) Brian F. Lynch, P.E. Vanasse Hangen Brustlin, Inc. 101 Walnut Street,P.O. Box 9151 Watertown,MA 02471 (With enclosure) Ronald W. Ruth Sherin and Lodgen LLP 100 Summer Street Boston,MA 02110 (With enclosure) DEP-SERO ATTN: Laura Patriarca (With enclosure) DEP-Boston ATTN; Wastewater Management (With enclosure) GROUNDWATER DISCHARGE PERMIT Name and Address of Applicant: Stop & Shop Supermarket Co., 1385 Hancock Street Quincy,Massachusetts 02168. ' Date of Application: July 25,2001 Application/Permit No. 0-728 Date of Issuance: January 7, 2002 Date of Expiration. January 7,2007 Effective Date: January 7,2002 AUTHORITY FOR ISSUANCE Pursuant to authority granted by Chapter 21, Sections 26-53 of the Massachusetts General Laws, as amended, the following permit hereby issued to: Stop & Shop Supermarket Co. (hereinafter called the permittee") authorizing discharges from the Cotuit Landing Shopping Center, 3860 Falmouth Road, Barnstable, MA 02648 on-site wastewater treatment facility to the ground, such authorization being expressly conditional on compliance by the permittee with terms and conditions of the permit hereinafter set forth. all rian A. Dudleyv Bureau of Resource Protection ' ate �J Cotuit Landing Shopping Center SE 0-728 I. SPECIAL CONDITIONS A. Effluent Limits The permittee is authorized to discharge into the ground from the wastewater treatment facilities for which this permit is issued a treated effluent whose characteristics shall not exceed the following values within one month of startup and continuing thereafter: Effluent Characteristics Discharge Limitations Flow 21,600 GPD Oil and grease 15 mg/1 Total Suspended Solids (TSS) 30 mg/l Total Nitrogen(NO2+NO3 +TKN) 10 mg/l Nitrate-Nitrogen 10 mg/l Biochemical Oxygen Demand, 5-day @20°C 30 mg/l (BOD5) a) The pH of the effluent shall not be less than 6.5 nor greater than 8.5 at any time or not more than 0.2 standard units outside the naturally occurring range. b) The discharge of the effluent shall not result in any demonstrable adverse effect on the groundwater or violate any water quality standards that have been promulgated. c) The monthly average concentration of BOD and TSS in the discharge shall not exceed 15 percent of the monthly average concentrations of BOD and TSS in the influent into the permittee's wastewater treatment facility. d) When the effluent discharged for a period of 90 consecutive days exceeds 80 percent of the permitted flow limitations, the permittee shall submit to the permitting authorities projected loadings and a program for maintaining satisfactory treatment levels consistent with approved water quality management plans. 2 - Cotuit Landing Shopping Center SE 0-728 i3. Monitoring and Reporting 1) INFLUENT: The permittee shall monitor and record the quality of the influent waste stream to the facility according to the following schedule and other provisions: Parameter Minimum Frequency of Sample Type Analysis pH Daily Grab BODS Monthly 12-Hour Composite Total Suspended Solids Monthly 12-Hour Composite Total Solids Monthly 12-Hour Composite Oil and grease Monthly Grab Ammonia Nitrogen Monthly 12-Hour Composite Nitrite Nitrogen Monthly 12-Hour Composite Nitrate Nitrogen Monthly 12-Hour Composite Total Kjeldahl Nitrogen Monthly 12-Hour Composite (TKN) Total Nitrogen(NO2+ Monthly 12-Hour Composite NO3 +TKN) Volatile Organic Annually Grab Compounds) IUSEPA Method#624 3 _ Cotuit Landing Shopping Center SE 0-728 EFFLUENT: The permittee shall monitor and record the quality and quantity of effluent at the effluent pump chamber to the leaching area according to the following schedule and other provisions: Parameter Minimum Frequency Sample Type of Analysis Flow Daily Max-Min-Average pH Daily Grab Total Suspended Solids Monthly 12-Hour Composite Total Solids Monthly 12-Hour Composite Chlorides Monthly Grab Oil & Grease Monthly Grab BOD5 Monthly 12-Hour Composite Ammonia Nitrogen Monthly 12-Hour Composite Total Kjeldahl Nitrogen Monthly 12-Hour Composite (TKN) Nitrite Nitrogen Monthly 12-Hour Composite Nitrate Nitrogen Monthly 12-Hour Composite Total Nitrogen(NO2+ Monthly 12-Hour Composite NO3 +TKN) Volatile Organic Annually Grab Compounds) IUSEPA Method#624 2) The permittee shall install the four monitoring wells (MW-1 and MW-2 upgradient, MW- 3 and MW-4 downgradient) as shown on a plan titled: "Cotuit Landing Wastewater Collection and Treatment Facility, Barnstable, Massachusetts, Utilities Plan, Drawing Number G.C-5, Scale 1"=40', dated 7/24/01,revised 9/4/01"prior to startup of the facility and shall monitor, record and report the quality of water in the monitoring wells according to the following schedule and other provisions: 4 - Cotuit Landing Shopping Center SE 0-728 Parameter Frequency of Analysis Static Water Level . Quarterly Specific Conductance Quarterly PH Quarterly Total Nitrogen(NO2+NO3+TKN) Quarterly Nitrate-Nitrogen Quarterly Volatile Organic Compounds Annually IUSEPA Method 4624 3) Any grab sample or composite sample required to be taken less frequently than daily shall be taken during the period of Monday through Friday inclusive. All composite samples shall be taken over the operating day. The permittee shall submit all monitoring reports within 30 days of the last day of the reporting month. Reports shall be on an acceptable form,properly filled and signed and shall be sent to the Department of Environmental Protection, Southeast Regional Office,20 Riverside Drive, Lakeville, MA 02347, and to the Director of Watershed Permitting,Department of Environmental Protection, Watershed Permitting Group, One Winter Street, Boston,MA 02108, and to the Board of Health,P.O. Box 534, Hyannis,MA 02601. C. Supplemental Conditions 1) The permittee shall notify the Department at least thirty(30) days in advance of the proposed transfer of ownership of the treatment works for which this permit is written. Said notification shall include a written agreement between the existing and new permittees containing a specific date for transfer of permit, responsibility, coverage and liability between them. 2) A staffing plan for the treatment works shall be submitted to the Department once every two years or whenever there are staffing changes. - 3) The permittee shall contract to have any and all solids and sludges generated by the treatment works for which this permit is issued removed off site by a properly licensed waste hauler for disposal at an EPA/DEP approved facility. The name and license number of the hauler along with the quantity of wastes removed and the date(s) of removal shall be reported by the permittee in writing to the Department. 5 Cotuit Landing Shopping Center SE 0-728 4) The facility shall maintain a security amount in the sum of at least$50,000 to serve as a source of funding for the immediate replacement and/or repair of any failing wastewater treatment facilities. Such security shall be provided by means of an interest-bearing escrow account and/or letter of credit with a standby trust agreement in a form satisfactory to the Department to fund the account. The permittee and/or its successors shall maintain the amount thereof in full within one year of any disbursement. The permittee on January 31 of each year give notice to the Department with evidence of the existence and continuing accessibility of the fund. 5) Permittees must submit an annual financial report prepared in accordance with generally accepted accounting principles to the Department that includes: a. aggregate balance of the security funds; b. statement of all disbursements from the security funds,together with a description of the means by which the security funds will be replenished; C. all expenses for operation, maintenance, replacement or repair of the sewage treatment facility within the past year; d. all revenue generated to meet such expenses; D. Appeal Rights This Permit is an action of the Department. Any person aggrieved by this action may request an Adjudicatory Hearing. A request for a hearing must be made in writing and postmarked within thirty(30) days of the Permit issuance date. Under 310 CMR 1.01(6)(b),the request must state clearly and concisely the facts,which are the grounds for the request, and the relief sought. The Hearing request along with a valid check payable to the Commonwealth of Massachusetts in the amount of one hundred dollars ($100.00)must be mailed to: Commonwealth of Massachusetts Department of Environmental Protection P.O. Box 4062 Boston,MA 02211 The request will be dismissed if the filing fee is not paid, unless the appellant is exempt or granted a waiver as described below. The filing fee is not required if the appellant is a city or town (or municipal agency), county, or district of the Commonwealth of Massachusetts, or a municipal housing authority. The Department may waive the adjudicatory hearing filing fee for a person who shows that paying the fee will create an undue financial hardship.A person seeking a waiver must file,together with the hearing request as provided above, an affidavit setting forth the facts believed to support the claim of undue financial hardship 6 - Cotuit Landing Shopping Center SE 0-728 II. GENERAL PERMIT CONDITIONS The following conditions apply to all permits: 1. No discharge authorized in the permit shall result in a violation of the Massachusetts Surface Water Quality Standards (314 CMR 4.00) or the Massachusetts Ground Water Quality Standards (314 CMR 6.00), or any amendments thereto. Upon promulgation of any amended standards, this permit may be revised or amended in accordance with such standard and 314 CMR 2.10 and 3.12 or 5.12. For purposes of determining compliance with ground water quality standards, a violation of the ground water quality standards, and the discharge permit, will be determined to occur when any parameter measured in any downgradient well exceeds the applicable criteria listed in 314 CMR 6.06. In those cases where it is shown that a measured parameter exceeds the applicable criteria listed in 314 CMR 6.06 at the upgradient monitoring well, a violation of the ground water quality standards and the discharge permit will be determined to occur when it is shown that a measured parameter in any downgradient well exceeds the level of that same measured parameter in the upgradient well for the same sampling period. A statistical procedure approved by the Director shall be used in determining when a measured parameter exceeds the allowable level. 2. Dpty to comply. The permittee shall comply at all times with the terms and conditions of the permit, 314 CMR, M.G.L. c. 21, §§26 through 53 and all other applicable state and federal statutes and regulations. 3. Standards and prohibitions for toxic pollutants. The permittee shall comply with effluent standards or prohibitions established under PL 92-500 § 307(a) for toxic pollutants within the time provided in the regulations that establish these standards or prohibitions, even if the permit has not yet been modified to incorporate the requirement. 4. Proper operation and maintenance. The permittee shall at all times properly operate and maintain all facilities and equipment installed or used to achieve compliance with the terms and conditions of the permit, and in accordance with 314 CMR 12.0.0. 5. Duty to halt or reduce activity. Upon reduction, loss, or failure of the treatment facility, the permittee shall,to the extent necessary to maintain compliance with its permit, control production or discharges or both until the facility is restored or an alternative method of treatment is provided. It shall not be a defense for a permittee in an enforcement action that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with the conditions of the permit. 6. Power Failure.In order to maintain compliance with the effluent limitations and prohibitions of this permit, the permittee shall either: (a) provide an alternative power source sufficient to operate the wastewater control facilities; or 7 - Cotuit Landing Shopping Center SE 0-728 (b) halt, reduce or otherwise control production and/or all discharges upon the reduction, loss, or failure of the primary source of power to the wastewater control facilities. 7. Duty to mitigate. The permittee shall take all reasonable steps to minimize or prevent any adverse impact on human health or the environment resulting from non- compliance with the permit. 8. Duty to provide information. The permittee shall furnish to the Department within a reasonable time any information.which the Department may request to determine whether cause exists for modifying,revoking and reissuing, or terminating the permit, or to determine whether the permittee is complying with the terms and conditions of the permit. 9. Inspection and entry. The permittee shall allow the Department or its authorized representatives to: (a) Enter upon thepermittee's premises where a regulated facility or activity is located or conducted, or where records required by the permit are kept; (b) Have access to and copy, at reasonable times, any records that must be kept under the conditions of the permit; (c) Inspect at reasonable times any facilities, equipment,practices, or operations regulated or required under the permit; and (d) Sample or monitor at reasonable times for the purpose of determining compliance with the terms and conditions of the permit. 10. Monitoring. Samples and measurements taken for the purpose of monitoring shall be representative of the monitored activity. Monitoring must be conducted according to test procedures approved under 40 CFR Part 136 unless other test procedures are specified in the permit. 11. Record keeping. The permittee shall retain records of all monitoring information including all calibration and maintenance records and all original strip chart recordings for continuous monitoring instrumentation, copies of all reports required by the permit, and all records of all data used to complete the application for the permit, for a period of at least three (3) years from the date of the sample, measurement, report or application. This period may be extended by request of the Department at any time. Records of monitoring information shall include: (a) The date, exact place, and time of sampling or measurements; (b) The individual(s) who performed the sampling or measurement; (c) The date(s) analyses were performed; (d) The individual(s) who performed the analysis; (e) The analytical techniques or methods used; and (f) The results of such analyses. 8 - Cotuit Landing Shopping Center SE 0-728 12. Prohibition of bypassing. Except as provided in 314 CMR 5.19(13),bypassing is prohibited and the Department may take enforcement action against a permittee for bypassing, unless the discharge is to a surface water and: (a) The bypass was unavoidable to prevent loss of life,personal injury, or severe property damage; (b) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities,retention or untreated wastes, or maintenance during normal periods of equipment downtime. This condition is not satisfied if the permittee could have installed adequate backup equipment to prevent a bypass which occurred during normal periods of equipment downtime or preventive maintenance; and (c) The permittee submitted notice of the bypass to the Department: 1. In the event of an anticipated bypass at least ten (10) days in advance, if possible; or 2. In the event of an unanticipated bypass as soon as the permittee has knowledge of the bypass and no later than twenty-four (24) hours after its first occurrence. 13. Bypass not exceeding limitations. The permittee may allow a bypass to occur which does not cause effluent limitations to be exceeded, but only if necessary for the performance of essential maintenance or to assure efficient operation of treatment facilities. 14. Permit actions. The permit may be modified, suspended, or revoked for cause. The filing of a request by the permittee for a permit modification,re-issuance, or termination, or a notification of planned changes or anticipated non-compliance does not stay any permit conditions. 15. Duty to reapply. If the permittee wishes to continue an activity regulated by the permit after the expiration date of the permit, the permittee must apply for and obtain a new permit. The permittee shall submit a new application at least one hundred and eighty (1,80) days before the expiration date of the existing permit, unless permission for a later date has been granted by the Department. 16. Property rights. The permit does not convey any property rights of any sort or any exclusive privilege. 17. Other laws. The issuance of a permit does not authorize any injury to persons or property or invasion of other private rights, nor does it relieve the permittee of its obligation to comply with any other applicable Federal, State and local laws and regulations. IS. Oil and hazardous substance liability. Nothing in the permit shall be construed to preclude the institution of any legal action or relieve the permittee from any responsibilities, liabilities, or penalties to which the permittee is or may be subject under PL 92-500, § 311, and M.G.L. c.21E. 9 - Cotuit Landing Shopping Center SE 0-728 19. Removed substances. Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters shall be disposed in a manner consistent with applicable Federal and State laws and regulations including, but not limited to,the Massachusetts Clean Waters Act, M.G.L. c. 21, §§ 26 through 53 and the Clean Water Act,PL 92-500, as amended by PL 95-217 and PL 95-576, 33 U.S.C. 1251 et seq.,the Massachusetts Hazardous Waste Management Act, M.G.L. c.21 C, and the federal Resource Conservation and Recover Act, 42 U.S.C. § 6901, et seq., 310 CMR 19.00 and 30.000, and other applicable regulations. 20. Reporting requirements: (a) Monitoring Reports. Monitoring results shall be reported on a Discharge Monitoring Report (DMR) at the intervals specified elsewhere in the permit. If the permittee monitors any pollutant more frequently than required by the permit, the results of this monitoring shall be included in the calculation and reporting of the data submitted in the DMR. (b) Compliance schedules. Reports of compliance or non-compliance with, or any progress reports on, interim and final requirements contained in any compliance schedule of the permit shall be submitted no later than fourteen (14) days following each schedule date. (c) Planned changes. The permittee shall give notice to the Department as soon as possible of any planned physical alterations or additions to the permitted facility or activity which could significantly change the nature or increase the quantity of pollutants discharged. Unless and until the permit is modified; any new or increased discharge in excess of permit limits or not specifically authorized by the permit constitutes a violation. (d) Anticipated non-compliance. The permittee shall give advance notice to the Department of any planned changes in the permitted facility or activity which may result in non-compliance with permit requirements. (e) Twenty-four (24)hour reporting. The permittee shall report any non-compliance which may endanger health or the environment. Any information shall be provided orally within twenty-four (24) hours from the time the permittee becomes aware of the circumstances. A written submission shall also be provided within five (5) days of the time the permittee becomes aware of the circumstances. The written submission shall contain a description of the non-compliance, including exact dates and times, and if the non-compliance has not been corrected, the anticipated time it is anticipated to continue; and steps taken or planned to reduce,eliminate, and prevent reoccurrence of the non-compliance. The following shall be included as information, which must be reported within twenty-four (24) hours: 1. Any anticipated bypass which exceeds any effluent limitation in the permit. 2. Violation of a maximum daily discharge limitation for any of the pollutants listed by the Department in the permit to be reported within twenty-four(24) hours. 10 — Cotuit Landing Shopping Center SE 0-728 (f) Other non-compliance. The permittee shall report all instances of non-compliance not reported under 314 CMR 3.19(20)(a), (b) or(e) at the time monitoring reports are submitted. The reports shall contain the information listed in 314 CMR 3.19(20)(e). (g) Toxics. All manufacturing, commercial, mining, or silvicultural dischargers must notify the Department as soon as they know or have reason to believe: 1. That any activity has occurred or will occur which would result in the discharge of any toxic pollutant listed in 314 CMR 3.16 which is not limited in the permit, if that discharge will exceed the highest of the following notification levels: a. One hundred micrograms per liter (100 µg/1); b. Two hundred micrograms per liter (200 µg/1) for acrolein and acrylonitrile; five hundred micrograms per liter(500 µg/1) for 2,4- dinitrophenol and for 2-methyl-4,6-dinitrophenol; and one milligram per liter 1 mg/1) for antimony; C. Five (5)times the maximum concentration value reported for that pollutant in the permit application; or 2. That they have begun or expect to begin to use or manufacture as an intermediate or final product or byproduct any toxic pollutant, which was not reported in the permit application. (h) Indirect discharges. All Publicly Owned Treatment Works shall provide adequate notice to the Department of the following: 1. Any new introduction of pollutants into the POTW from an indirect discharger which would be subject to PL 92-500,§§ 301 or 306 if it were directly discharging those pollutants; and 2. Any substantial change in the volume or character of pollutants being introduced into the POTW by a source introducing pollutants into the POTW at the time of issuance of the permit. 3. For purposes of 314 CMR 5.19, adequate notice shall include information on the quality and quantity of effluent introduced into the POTW, and any anticipated impact of the change on the quantity or quality of effluent to be discharged from the POTW. (i) Information. Where the permittee becomes aware that they failed to submit any relevant facts in a permit application, or submitted incorrect information in a permit application or in any report to the Department, they shall promptly submit. such facts or information. 21. Signatory requirement. All applications,reports, or information submitted to the Department shall be signed and certified in accordance with 314 CMR 3.14 and 5.14. 22. Severability. The provisions of the permit are severable, and if any provision of the permit, or the application of any provision of the permit to any circumstance, is held invalid, the application of such provision to other circumstances, and the remainder of the permit, shall not be affected thereby. - 11 - Cotuit Landing Shopping Center SE 0-728 23. Reopener clause. The Department reserves the right to make Permit in order to establish an appropriate effluent limitations, schedule yappropriate revisions to the or other provisions which may be authorized under the Massachusetts s of compliance, M.G.L. c. 21, §§ 26 through 53 and the Clean Water Act, PL 92- Clean Waters Act, 95-217 and PL 95-576, 33 U.S.C. 1251 et seq. in order to bringal 0 i as amended by PL compliance with said statutes. 1 discharges into 24. A royal of Plans ands ecifications for treatment works. treatment works authorized herein shall be consistent with the discharges and associated rms an this permit and the approved plans and specifications. Any modificationd Conditions of treatment works shall require written approval of the Department. to the approved 25. Transfer of Permits. (a) RCRA facilities. Any permit which authorized the operation which is subject to the requirements of 314 CMR 8.07 hall be algid on y font the (b) Person to whom it is issued and may not be transferred. Transfers by modification. Except as provided in 314 CMR 5.19(25)(a) Permit may be transferred by the permittee to a new owner or operator Onlydif the permit has been modified or revoked and reissued or a minor modification to identify the new permittee. made (c) Automatic transfers. As an alternative to transfers under 314 CMR 5.19 any permit may be automatically transferred to a new permittee if. (25)(b)' 1 The current permittee notifies the Department at least thirty advance of the proposed transfer date in 314 CMR 5.19 2 �32. days in 2• The notice includes a written agreement between the existing and new permittees containing a specific date for transfer of permit responsibili coverage, and liability between them; and '' 3. The Department does not notify the existing permittee and the proposed new permittee of his intent to modify or revoke and reissue the permit. A modification under 314 CMR 5.19(25)(c)may also be a minor modification. If this notice is not received, the transfer is effective on the date specified in the agreement mentioned in 314 CMR 3.19(25)(c)2. 26. Permit_Fees. Any permittee, other than a public entity, a surface water or ground water discharge permit pursuant to M.G.L. required. 211, §43and 3b14 CMR 3.00 and 5.00, shall be required annually to obtain an inspection certificate from the Department, and submit the information and fee associated herewith in accordance ePartment, 2.12. with 314 CMR Cotuit Landing.doc 12 - Transportation Land Development 0 Environmental 0 • Services i � imagination innovation energy Creating results for our clients and benefits for our communities November 24,2002 _VZ 2 ._Hanger B7_^usWn,__1nc Ref: 05162 Mr.Sam White Town of Barnstable Board of Health 367 Main Street Hyannis,MA 02601 Re:Cotuit Landing Redevelopment Route 28,Barnstable,Massachusetts Dear Mr.White, Attached please find a copy of an As-Built plan(1/2 scale)for the Wastewater Collection and Treatment System for the Marstons Mills Landing on Route 28 in Barnstable,Massachusetts. VHB observed the construction of the referenced wastewater treatment facility,the sewage collection system,and the subsurface disposal areas for this project. The construction observations by VHB occurred on a weekly basis. The collection system"as built"information is field recorded survey data from Holmes and McGrath,Inc.ofFalmouth,MA. The subsurface disposal area elevation survey data is from Lawrence Lynch Construction. This is to certify that the sewage collection system,the subsurface disposal areas and the wastewater treatment facility have been constructed in general conformance with the approved plans and specifications. Please call me at your convenience if you have any further questions or comments regarding this project. Very truly yours, VANASSE HANGEN BRUSTLIN,INC. AA 1 R. a ' Ui ARD civi lie v N 48, Ste �iio ,P.F., Project r 101 Walnut Street Post Office Box 9151 Watertown,Massachusetts 02471-9151 617.924.1770 . FAX 617.924.2286 \\Mawald\lei\0.5162\does\let{ers\BOH system asbtdlt.doc email: info@vhb.com www.vhb.com co 3225 MAIN STREET P.O:. BOX.226 BARNSTABLE, MASSAt tETTS 02630 => - CAPE COD (508)362-3828 Fax(508)362-31.36 • www:cap'ecodcommission.oXg COMMISSION . March 11,2013 David Lawler,Esq. 540 Main Street,Suite 8 Hyannis,Mass.026o1 RE: Bob Hayden,Stop&Shop/Cotuif Landing Dear David: You had previously met with Commission staff to disCiissthe possibility of modifying the subject Cape Cod Commission decision to allow the Haydens to connectth,eir,abutting property = ... to the Cotuit Landing septic treatment facility. I believe that the RegulatoryCoi%miftee of:fhe :: Commission could consider such request,treated as a Minor Modification Type 2 to the prior" approval. You could apply,to the Commission for such a modification by way of a letter requesting and describing the same. Stop&Shop would be required to join in the request as property owner and permittee. You should provide enough information with the request to allow staff and the Regulatory Committee to sufficiently analyze and review the request. Staff or the Regulatory Committee may subsequently request additional materials,or additional copies of the submitted materials. When Commission staff has determined that materials sufficient for the Regulatory Committee to review the request have been submitted,staff will schedule a public hearing before the Regulatory Committee to hear the request. The Regulatory Committee's scheduled meetings are the second and fourth Monday of every month. There is no filing fee for a Minor Modification Type 2. Staff will recommend to the Regulatory Committee as a condition of any Modification approval that the applicant install a sewer pipe in an appropriate right-of-way to serve neighboring existing residential development,should those neighboring residences opt to connect to the Stop&Shop treatment facility in the future as contemplated in the prior Cape Cod Commission approval. The condition would also include an escrow requirement to ensure tile pipe is installed prior to the Hayden's property being connected to the facility. Please do not hesitate to contact me with any questions. in /el nathon D.Idman Chief Regulatory Officer { Stanton, David From: McKean, Thomas Sent: Monday, June 25, 2007 9:02 AM To: Stanton, David; Desmarais, Donald; Miorandi, Donna; Morgan, Meredith; O'Connell, Timothy Subject: Wastewater Treatment Plant-Proposed Starbucks` at Cotuit Stop and Shop Brian Dudley called on Friday to let us know that there is no problem as far as DEP is concerned with the proposed Starbucks at Cotuit Shop and Stop. The wastewater treatment plant can handle the additional flow. 1 Rrr 30 2007 10: 37AM Landry Architects 603-894-4358 p. 1 Fax Transmittal DATE: JOB NO.: Tool,- - b�, •1'a _ 11-�5� -�'�,. W r r� r FROM: ":) NO. OF SHEETS INCLUDING THIS COVER SHEET: CD �' S SUBJECT OR JOB REFERENCE: MESSAGE: �� ,' q csa lif4 389 Main Street Salem, NH 03079 'T'603.890.6414 F 603.894.4358 w wnr.landryarchitects.com Apr 30 2007 10: 37AM Landry Architects 603-894-4358 p, 2 c t % C � April 30, 2007 .NRCHUECTURE , Donna Miorandi Health Inspector Public Health Division . 200 Main Street PLANNING Hyannis, MA 02601 a RE: Starbucks Remodel ` Stop & Shop#475 Harwich, MA TT FOR SPACESILG ` N40 Dear Ms. Miorandi, / Per your request, this letter is to confirm that the existing grease waste line shown on sheet P-1 to which the proposed underground sanitary pipes for the Starbucks equipment are connected does indeed flow through the existing exterior grease trap system. Plans(circa 1991) prepared for the original building permit by VHB Engineering indicating this situation are on file with the Town of Harwich Building Department 6. Please contact me directly should you have any additional questions or concerns. ,vnl/ k5 ,tax•, , , Sincerely, Landry Architects David A. Campbeg . ,NCARB Associate/Sr.Archite � r e $ �yT \I .r. .f 389 Main Strget Salem,NH 03079 T:603.890.6414 F:603,894,4358 www.landryarchltects.com ..plication Fee: S100.00 plus Permit Fee- $250.00 or $200.00 - 285 for Supermarkets Nance of Business: 1 -/,1 0 Ane C,/, i DATE Address: 3900 Owner: # Seats and Standing Capacity. Indoors: Outdoors: 5aj RESTAURANTS .' FOR STAFF USE Approved Denied Floor Flans— Received, Staff .eeting Review Date:_..._._ Application fain r� C In-grqund Grease Trap or. GRD with a vari all cc. 7 Sewage Upgraded or Town Sewer ;e\cr\ r�, & . � -/- a Water Supply- Approved Source, if well, annual testing & licensed Operator � �-7: l- ras --location, number, design and signs IT c less fixtures hr ink and Dishwasher (high or low temp?) Visual or audible devic . Test strips, Log Book - Low sanitizer - Type of Sanitizer: Quats, Iae�ine, or Bleach? (Show storage Location on.Plan) Mop Sink. Mops to be hung properly and dried �� ��� ��S . k c Frozen Dessert:Machine (Dairy) Yes No uv� — Drain lBoards—air dry utensils and equipment B Ventilation. Systenis for Hoods (Cleaning contract) Nuxiber of Bathrooms Proposed: 1._ I ouchless Futures �, f I Ventilation Systems 3. Self-closing door(if located off the kitchen) 4. Soap Dispensers—Mounted S. Paper Towels Mounted E. Handwashing Sign 7. Women's Room— V • Covered trash bin or sanitary napkin dispenser Floors', Walls, Ceilings (Smooth easily cleanable surfaces) ' v--vtT Fl­�ISH SCHEDULE [SEE ADDENDUM ATTACHED] Lighting— Sufficient/lighting shielded Refuse containers Covered (sufficient number and size, durable easily cleaned, insect & �oden.tl.resistant) Dempster impervious ground and blocked from public view. r 5+ f � Touchless sensor-operated faucets at restroom sinks. Touchi,elsLs sensor-operated faucets in handwash sinks in food preparation.areas. I7iy storage room lacation spawn on f'laar plan 4 Lockers for employees in designated area. � 4SIT ` Lev oi.sonous or Toxic Materials (storage located marked on plan, labeled containers) 1 Cut Sheets (for all food equipment) S'er `^y Screenls for Windows and Doors tj + Plan approval shalt be granted or denied within 30 days. + This list is not inclusive of all Federal, State and Local re q irements Revised 4r17r2007 Q:wp,files/ .eskitl0.doc C i r c. S L l cS , - G ry 111 i mN11IN ,- A April 30, 2007 _w ARCHITECTURE a. Donna Miorandi Z"IN � Health Inspector Public Health Division 200 Main Street PLANNING '` Hyannis, MA 02601 �� '° RE: Starbucks Remodel Stop & Shop#475 r Harwich, MA INTERIOR SPACPESIF° ,w Dear Ms. Miorandi, , , Per your request, this letter is to confirm that the existing grease waste line shown on 4 IS, " f sheet P-1 to which the proposed underground sanitary pipes for the Starbucks equipment are connected does indeed flow through the existing exterior grease trap �' ° � system. Plans (circa 1991) prepared for the original building permit by VHB Engineering A/ indicating this situation are on file with the Town of Harwich Building Department. .! Please contact me directly should you have any additional questions or concerns. Sincerely, ` Landry Architects N1111 N � David A. Campbell, ,NCARB b Associate/Sr.Architect 4`f l X 'A' ` 389 Main Street Salem,NH 03079 ' T: 603.890.6414 F:603.894.4358 www.landryarchitects.com ZENON WASTEWATER �TjEATMENT FACILITY rxacwu„ a iL co EL •aw m(tlillj u !� I� I �x x (PRIVATE IL cl� am o xm am aw \ h .x F In WW 1 I ' tF•aixc ire mopd� ' J � IFwwaxii�a• � I � i� r r • ,zI / I n r i , rov T • �{ _ q.w e s,w RETAIL 8 e s a FETAL D BICYCLE .a I SHELTER RETAIL C ucan ROUTE 28(FALWXRH ROAD) (PUBLIC - VARIABLE WIDTH) s (SHLO OF 1931) DATE DESCRIPTION Drawn hecke R E V I S I G N S AS D&T F MI OF MW LM M WSMJM IM=ff MO OMMM FAIM AT am sw a ow ��1�InN•� �c nm n�•, xu} jxr xnp Qvu'i *un,me wo COTLIT ®AMSTABM MA I I I I - I uaeno-imcx cmv. nwnw sal xu� xn; rax a m.o x,�4 go SCALE:1"=40' DATE dUNE 3,2002 xel ery Ixm ____ t10�11M�dma ath. ho. TAIL v civil engineers and Ian surveyors 40 0 40 80 200 main street 508 548-3564(awax) 12E — falrnou th,m 02540 508 548-96T2 R•'f �o 5B s SCALE IN FEET DRAWN: MES CHECKED: _ l�LA1MENCELTNCH\LL- 4a9A6\ASB JOB NO: 201409 DWG. No 80-4-13 SHEET t OF AM Issued for: Groundwater Discharge Permit Date Issued: July 24, 2001 � � V � � mF1 ELM , E� a �° �� am IK-M � Latest Issue: September 11 , 2001 JK(jute 2� (Falmouth Road) Barnstable Marstons Mills MassachuseLLS I, No. Drawing Title Latest Issue 09/04/O1Store No . o6 6 G.C-1 Title Sheet G.C-2 Legend and General Notes 09/04/01 GeC-3 Existing Conditions Plan 07/24/01 G*C-4 Grading and Drainage Plan 09/04/01 Pond�° saxlvsTaBLE I G*C-5 Utilities Plan 09/04/01 � °'°�� ,-� � \'� Vanasse, IIangen Brustlin, Inc. G.C-6 Treatment Facility Plan and Profile 09/04/01 WASTEWATERTransportation / TREATMENT ---------- i FA""TM \� Land Development G.C-7 Sewer Profiles 09/04/Ol -: Environmental Services , G*C-8 Details 09/04/01 � ....... =_ ��- ---------- 101 Walnut Street P.O. Box 9151 G*C-9 Details 09/04/01 ' - = Watertowq,_, Massachusetts 02272 617 924 '1' 770 FAX 617 924 2286 ME ­­------------ G,A-1 Floor Plan, Roof Plan and ��4�: :��ils 09/04/01 °� ______ G.A-2 Elevations 09/04/01 Locus Map Owner: T _t o t000 z000 Feet G.A-3 Building Sections 09/04/01 Cape Co*tuit Center, LLC , c/o Easters Development, PLC 120 Presidential may, Suite 300 G.E-1 Lighting Plan 09/04/01 Woburn,. MassachusettS ,LO1801 G.E-2 Power Plan 09/04/01 Structural Engineer: Applicant. G.E-3 Symbols, Schedules and Notes 09/04/01 Erdman Anthony & Associates, Inc. The Stogy & Shop Supermarket . Companies � G.E-4 HVAC, Electric and Fire Alarm 09/04/01 1 Faneuil Hall Place 1385 Hancock Street Boston", MA Quincy, Massachusetts 02169 742-7799 617-770-7193 FAX 617-770-6222 G.S-1 Foundation Plan, Sections and Details 07/30/01 CA C) GS-2 Roof Plan, Details and General Notes 07/30/O1 a: CIA Mechanical Engineer: Cape C€��uit Center, I.LCclo Eastern Develo meet, LLC � � Griffith and Vary, Inc. P 12 Kendrick Road 120 Presidential Way, Suite 300 � (5� G*M-1 Floor Plan - HVAC � 09/11/01 Wareham, MA 02571 Woburn, lVlassachusetts 0 1801 �, G.p-1 Floor flan - Plumbing 09/11/01 508-295-0050 FAX 508-295-0003 781 -938.75602 Cn nz G*P-2 Legend, Schedule and Details 09/11/01 Electrical Engineer: Architect: GO a ', j Engineering Advantage, Inc. Landry Design Group a 2 Park Street 389 Main Street, Second Floor I G,Z-1 Floor Plan 09/04/01 Salem, New Hampshire 03079Boston, Massachusetts 02122 G,z-2 .Process Piping Plan 09/04/01 11 F 617-288-3969 • FAX 617-825-8922 603-890-6414 � FAX 603-894-4358 A P P R Q V E D N � a � FRn yT 03 G.Z-3 Tangy Sections 09/04/0 1 Wastewater Process Design. MASSA�HUSE7TS DEPARTMENT OF crs�ExE° ,'�Q EN IkONMENTAI PROTECTION r1'At EN G.Z-4 Tank Sections 09/04/01 �� Zenon Enviromental, Inc. �J�� _�WeAM - 7 2, 00 ;� G4,Z-5 Walkway Plan 09/04/01 3239 Dundas Street West AM Ct)tuit Landiin 9 / �o N a 4-1 Oakville, Ontario I,6M4B2 � 0 G.Z-6 Details 09104/01 � � „ 905-46-5-3030 FAX 905-465-3050 i - l III I Vanasse Hangen Brustlin, .Inc. f Transportation Land Development Environmental Services �D LE ABBRnONS GENERA. NOTES 101 Walnut Street,P.O.Box 9151 i Watertown,Massachusetts 02471 EXIST PROP EXIST PROP 1. EXISTING CONDITIONS INFORMATION: 617 9241770 FAX 617 924 2286 4 38 27.21 T 27.21 TC PROP PROPOSED �— PROPERTY LINE ✓X TOP & BOTTOM ELEVATION — — — — — — — 27.�5 BC 27.15 BC A. BASE PLAN — THE PROPERTY LINES SHOWN WERE DETERMINED BY AN ACTUAL FIELD SURVEY CONDUCTED �7.21 TIC 27.21 TC MIN MINIMUM PROJECT LIMIT LINE �� �� 2;.�5 BC 2t 25 x27.15 BC TOP & BOTTOM ELEVATION BY VANASSE HANGEN BRUSTLIN, INC., AND FROM PLANS OF RECORD. THE TOPOGRAPHY AND PHYSICAL MAX MAXIMUM FEATURES ARE BASED ON AN ACTUAL FIELD SURVEY PERFORMED ON THE GROUND BY VANASSE HANGEN — — — — — — — — RIGHT—OF—WAY/PROPERTY LINE �1 2, —\25 X 2� 25 SPOT ELEVATION w/LEADER - RAT MAXIMRETAI BRUSTLIN, INC., DURING MAY OF 1997. A TOPOGRAPHIC SURVEY OF ROUTE 28 (FALMOUTH ROAD) WAS — EASEMENT ��— x/�— SPOT ELEVATION w/LEADER PREPARED BY WELCH ASSOCIATES LAND SURVEYORS, INC. THE EXISTING CONDITIONS PLAN PRESENTED REM REMOVE IN THIS SET OF DRAWINGS AND PREPARED BY VHB HAS BEEN REVISED TO SHOW THE GAS LINES AND BUILDING SETBACK 2' ° 25 27 x 25 SPOT ELEVATION UNDERGROUND TELEPHONE LINE OF THE WELCH SURVEY. - 11 G`;-00 10+00 BASELINE REMOD REMODEL BORING LOCATION B. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN ABAN ABANDON -- CONSTRUCTION LAYOUT ® TEST PIT LOCATION ADJ ADJUST INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVES. THE CONTRACTOR SHALL VERIFY AND/ORmm ® TEST WELL DETERMINE THE EXACT LOCATION, SIZE, AND ELEVATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. .� ZONING LINE THE OWNER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES OR INTERFERENCES WITH THE PROPOSED 'L BENCH MARK EXIST EXISTING WORK BEFORE CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY ""DIG—SAFE"" (1-888-344-7233) AT LEAST TOWN LINE R&R REMOVE AND RESET 72 HOURS BEFORE EXCAVATING. - a 2"r� 12.0 R&S REMOVE AND STACK GRAVEL ROAD DRAINAGE LINE C. TOPOGRAPHY — ELEVATIONS BASED ON THE TOWN OF BARNSTABLE DATUM. EOP _ EDGE OF PAVEMENT cc- OD OVERFLOW DRAIN FDN FOUNDATION BC BC BITUMINOUS CURB E"RIB 6"RD ROOF DRAIN ELEV ELEVATION 2. UTILITIES: cCB CCB 2"s 12"s BS BOTTOM OF SLOPE CAPE COD BERM ' L' ® ® ® SEWER LINE A. PROPOSED RIM ELEVATIONS ARE APPROXIMATE. SET CATCH BASIN RIM GRADES IN ACCORDANCE WITH GRADING Pcc PCc _0HV1_ _ _OHW. _ _ TS TOP OF SLOPE PLAN CONCEPT. ALL PROPOSED DRAIN MANHOLES, SEWER MANHOLES, GAS GATES, WATER GATES, ETC., ARE TO PRECAST CONC. CURB — — — OVERHEAD WIRE BE ADJUSTED AS NECESSARY TO BE FLUSH WITH FINISHED PAVEMENT GRADES. ADJUST ELEVATIONS OF EXISTING N VGC VERTICAL GRANITE CURB MANHOLES, GATES, ETC., WHICH ARE TO REMAIN TO BE FLUSH WITH FINISHED PAVEMENT GRADES. VGA, VGC VERT. GRAN. CURB 6'��a` 6-w WATER LINE SCE SGE SLOPED GRAN. EDGING 4" P-- 47FP FIRE PROTECTION LINE SGE SLOPED GRANITE EDGING B. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY LIMIT OF CURB TYPE -----3"C__ 3"G GAS LINE MCC MONOLITHIC CONCRETE CURB SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY, THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC, FIRE ALARM, ETC.). FINAL DESIGN SAWCUT ---uuL-� UGE UNDERGROUND ELECTRIC CC CONCRETE CURB LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. MATCt-UNE MATCHLINE ��= T TELEPHONE LINE CCB CAPE COD BERM s>f s>E 2 OF C. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, FA FIRE ALARM BC BITUMINOUS CURB ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE f � sa'�`�_ _ SWL SOLID WHITE LINE ' Sv, SWL 'T CAN CABLE TV PCC PRECAST CONCRETE CURB CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR SOLID YELLOW LINE THE RESOLUTION OF THE CONFLICT. NIC NOT IN CONTRACT E11W'L BWL — CB — — — — BROKEN WHITE LINE CATCH BASIN NPV NO PIPES VISIBLE D. UTILITY MATERIALS: WATER LINES SHALL BE CONSTRUCTED OF CEMENT LINED DUCTILE IRON PIPE, B iL BYL DCB SANITARY SEWER LINES SHALL BE POLYVINYL CHLORIDE (PVC) SEWER PIPE. — BROKEN YELLOW LINE ® DOUBLE CATCH BASIN NTS NOT TO SCALE Ts";t✓HL SWCHL SOLID WHITE CHANNELIZING LINE � G1 GUTTER INLET lYP TYPICAL E. SEE ARCHITECTURAL PLANS FOR UTILITY CONNECTIONS ADJACENT TO THE BUILDINGS. SYCHL SOLID YELLOW CHANNELIZING LINE I'D DRAIN MANHOLE APPROX APPROXIMATE L 10L - Dn DOUBLE YELLOW LINE = u= =TD= TRENCH DRAIN 3. GENERAL NOTES: Si SL ACR ACCESIBLE CURB RAMP STOP LINE E PLUG/STUB FES FLARED END SECTION A. CONTRACTOR TO REMOVE ALL EXISTING MANMADE SURFACE FEATURES WITHIN THE LIMIT OF WORK INCLUDING E� `> FES® FLARED END SECTION BUILDING, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY POLES, SIGNS, ETC. UNLESS - T T T STEEL GUARD RAIL LA LANDSCAPED AREA INDICATED OTHERWISE ON THE DRAWINGS. REMOVE ALL EXISTING UTILITIES, FOUNDATIONS AND UNSUITABLE HEADWALL MATERIAL WITHIN THE PROPOSED BUILDING FOOTPRINT (AND 10—FEET BEYOND PER DRAWINGS WOOD GUARD RAIL AND SPECIFICATIONS). GREASE TRAP ------ - --- `--------- PATH '' e' CS CONTROL STRUCTURE U>1LJ1Y B. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. ALL CONSTRUCTION --.------ ----------- v TREE LINE CIT CHANGE IN TYPE ACTIVITY SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. .J ® SEWER MANHOLE C. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION NOTIFICATIONS a —x—x—��-- —x—X—X— CHAIN LINK FENCE F&G FRAME AND GRATE AND APPLY FOR AND OBTAIN ALL NECESSARY PERMITS, PAY ALL FEES AND POST ALL BONDS ASSOCIATED — u— - - Q v WOOD FENCE % ® WATER MANHOLE F&C FRAME AND COVER WITH THE WORK INDICATED ON THE DRAWINGS. STONE WALL ' OG WATER GATE RCP REINFORCED CONCRETE PIPE TSV TSV VCP VITRIFIED CLAY PIPE v RETAINING WALL � TAPPING SLEEVE & VALVE HAY BALES PVC POLYMNYLCHLORIDE PIPE PRESSURE REDUCER ACCMP ASPHALT COATED CORRUGATED METAL PIPE ---- --- 4 MINOR CONTOUR 'i SIAMESE CONNECTION HYD CIP CAST IRON PIPEA P 0 --- --=0- - 20 MAJOR CONTOUR 'b' FIRE HYDRANT DIP DUCTILE IRON PIPE WM TS TOP of SLOPE Q WATER METER HYD HYDRANT PIV > ASSA11.HLJSr.T T S DEPARTMIrINT --u,. BS BOTTOM of SLOPE POST INDICATOR VALVE PIV POST INDICATOR VALVE ENV'I4,ONME TAL PR.OTECT1011' f WELL CAP CORRUGATED ALUMINUM PIPE - BUILDING �G INV INVERT ELEVATION - -- __ �EN GAS GATE BUILDING ENTRANCE GM GAS METER PWW PAVED WATER WAY LG LOADING DOCK UP UTILITY POLE ° BOLLARD ELECTRIC MANHOLE TSV TAPPING SLEEVE, VALVE AND BOX I 0 DUMPSTER PAD EB ELECTRIC BOX EM COND CONDUIT a SIGN Q ELECTRIC METER MW MONITORING WELL - DOUBLE SIGN LIGHT POLE PM • PARKING METER = FLOOD LIGHT SINGLE LUMINAIRE �o PARKING COUNT me DOUBLE LUMINAIRE c10 COMPACT PARKING STALLS CROSSWALK TRIPLE LUMINAIRE i I QUAD LUMINAIRE DEP TEAM COMMENTS 9/11E 01 I CONC. PAVEMENT WALL PACK No. Revision Date �Appvd. JW NORMAL PAVEMENT Designed by Drawn by Checked by -; 0 TELEPHONE MANHOLE _ CAD checked by Approved by HEAVY DUTY PAVEMENT y To TRAFFIC SIGNAL Scale HANDICAP RAMP � •' 4° FIN HANDICAP � SIGNAL BOX Project Title 71?�/01 j HANDICAP PARKING `y= .�� oCp �OtLllt ��.� � FIRE ALARM CONTROL PANEL g VAN-ACCESSIBLE HANDICAP PARKING E FB i VAN ElFIRE ALARM BOX li Wastewater Collection p Detalt no. _.__ 0 TRANSFORMER PAD A7 ARCH. DETAIL (SEE Treatment Fac�hty Sheet no. ARCH. DRAWINGS) MANHOLE Barnstable, Massachusetts UTILITY POLE Issued for I i GUY POLE Groundwater Discharge Permit =' HHl HAND HOLE PB PULL BOX Drawing Title Legend and. i I Genera. Dotes I 4 Drawing Number 7 tQ V r Neil Sheet of �STE 4 L IV' !� Project Number 05162 III \\...\05162\...\Wastewatr-Zenon\05162leg_dwg I _ _ _ _ I I . � I I . I I �� I / . �f fl°'7 rl 1` € t I r f ,/ i j ..,e.-.""" r V r / / p / ' ' ( !!�,✓` !' 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F 24 s I: Q 1 � - '% ' / ----D B-i 5 DCB-2 --- �; `\ Q ---- R-71 5 !_ \ `' a' - e / ---: Fo _`, �o, n - R-67.6 SMH-2 i 4 - 6] .;, LD LQ `DCB-18~ ^\\r t e.- /i` I-----R= 1-9 R=627 --- - \\ =7 - '' �- \ R-6o.6 \ EN - --- _ - \ `, S m �/ SA� T� l tt ,, C HV - : - - . \, \ \ 64:2 - ____ -_� __- - - \ _ /'- "si r FES-22 \ , - - - - -- - D x _ i O. �__ - \ /�A 8' 8"D. '� =5a.o (DMH-21 __ \ , y. a 1 EN`�tR A�ENTAL P g t '� \ ;'\ DMH 19 _ _ r 1Od '/ n \ i _ F - _!\\i - 4\ \ \ l DMH 4. \ 2 i tt .� ~R-6 3 D °e -N e \ ,`' �'\ ro DMH 3 0 1 1 R-65.7 W i i \ 5N 0 i�` :1 6 i n, s i'' rt I - f .\ ;�. t QMH 1 I I R- 6 I F 1 f'� A�s -I l w N R-57.1 j_+ it ' N DMH 3g _ ._ L D B 14 =625 l _ I I` R :I Cl� r' F r ', : / '> € _ t R-60J I _ } - t _. dot@ (( " 6 dl -- t I / I _ \ = - 2D 1 - _ _ ! r0 r{ ` -- + I r---i -. - -�-__. ._-`_--�� _- ___-,'• � _ Y- 7 it � . _ I r ;" 'r s to I 60 x 2 I';} r 66.4 4 / t 4 �. - f t' E �_ t E - '` l i _ _ _ _ r" 5"D RESERVE 6 DI:, ----- - I 1 6 x72 I tl l f - �� _ _ �� - . _' I I CB 6 1; _ - r _ A HEN R z . _. _ _ SHALLOW LE C G A A - TW 63.( - _ 66-3 1 _ _ z ° w - - \ `} o _ _-' - -- -_ ___- RES RVE ]�[ R-66-7 DCB 3 MH-1 �-- i _ �:' I DCB-1 _ I I __ R-67-6 R= 1 s A HIN AREA - [� C 69 f yv - - i R-627 1 - _ /` �_ ��,... , \ \ - -,,. '" !: i e 1 7 / __rµ.-""-`._ _ \ J .• ;j`.., -'� r \ r�a r. 0 (, \. DMH-38A - o _ ram, -------- \ ---- ----� 66.4 ` / ail I" `':;. f t R=60-6 `. 6' >r 65 - A I r _ / � ------ _ r o 2 - ( Fri- ' r�^ t. . : /. S _ 6 BC '°\, r- try r 0 i �o of °' ! y-= °° --- Gr f. y 5 \ t `` - - - - - ,. cp " - \ I f = �-30 D "'` ° = 30"D _ - 6� ,' J' i''. - . -z \ - ✓nf~ ,/' I OUTLEC CONTROL \ 12 Dom' r, � arr ' _. r,r ___ � ✓ x // 0 fit i 2; t DMH-21, .,_112"p / j sTRucTURE e DMH-11 rn�, /' `° 69.3 Q , - - EE 3 r r7 �- I r - 15""D �o /' '�1 / E R-623 co \ r9 Vt. cp R-66-6 f ;h ,' DMH=20` h 67.5 ;`', r- _ f - 1 ^D f e { �. / /;/, `\ x - X ir R-65. z- DMH 38 s�F f x67.3 }� 70.3 p^( �j _ -_ - ♦ SMH 1fi C i. R- 4 fv, r 62 Q _- o PR0PC3SED z 6 , ' x _ _ . _. , 67.4 HP _ _.__ 67 5 - _ r ` � R 66.5 SMH 10 -\ I Si1At1 R�• r ® >' R-691, _ 70.5 r / FFE= - AIL / ,: o _ SMH. 2 7 DCB 9. V 7: R-65-5 6 6 & 2 : ` 6 �- - - SHALLOW ~ R-64.8 67.2 p r� - J s, w _. 61 _ 2 p x �rl' -�� 1 i ,r - � t i -1. - FF 67.7 _ E .. CB 4 ,., ! - _ k F f ti 1 R-6 .t QMH 0 MH 11A 3 -�.."��. t r t - �P T Atv1 66-3 S6_ 0� t�ti� NT E CO 2 E S R- 1 _ a 1 6 ! 69.0 / 9 i 0 _i 3 x !'; s I -. - R=6Z3 =67.a Yf _ t Y. 4 CB-24 , - - Na- Fte kson Date v CV- r. - . __ I , C -- A , , _� ` _ �w SHALLOW i l ,, , r .I ' , . CB 23 _ _ :__, _ _ ;,, .r✓. , , , B CYCLE _ - ,. _ :, -- \ - _ CATCH BA51N _ - =' ? '\ jj Designe by Drawn b Checked b -- - L R_624 , _ _ ; 67 "--65 - _ - '% 'i Y Y - --- __ _-... \ :-- :, '. <,r '- \ M NT TRAP r' - ._ r" - _` : _ - - - `e SEDI E (TYP_ -_------_ 4 5'DAP �\ _ SHELTER 4 r _ r --- ti - €� o _ i CAD ch_cked b A roved 6g� ". - ., t , ._.. -.> �, ,, pFFPP�-.--,r :-.:. ,. .� .. •-,--,..� ._ 0 0 0 ,�. `.'``�!�„ r .r-✓' 2' \ ,-. 1 -._. _ -- __ _ . . / _ _ v �_ -- CH1NG CHAMBER T - ems'; J LEA �- !_= ` � y I /' - _ _ t I t e �' ,' LEACHING CHAMBER DO } - 1 tE \ ,., I I T `'\ •�. ...- _.�-""✓-1 .-" , \ r' - _ o 0 0 - """:_.'.e - `{: t I .1 i /f�J'' +\ ,' ."`_-`----'----..,:.,._ if r- Scale n r Date SILT FENCE f / R=66.5 6' D1A o o O o 0 0 o t r it / C ^ - / € -SiLT FENCE =1 - r RR / }I i 1. I'`i; 1 --40 7/2 /0l / `� - J -/ 00 0 oO .r� ��-- f _ / \ /V�...�\'�;.i rt1✓ -r`-- /. '\ j- t,, .{: - i' LU,ts,, i-•1-f:' -, -- � , - / - II' --- A:tII i •.r /' '� k. .-•I a " 1 _ _. I HAYBALE BARRIER I o o o } t 5tr - L C y ,• E u ( r = - - - _ r HAYBALE BARRIER.• Oo 0 0 - 5-- - -_-_-- r' J+tt .85 n Projec• Title �..__.-' - li, 1 f _ .`__. - 1 O v O O o G' ✓,.:, _ _ lF - i !' '? �', }t !� „ i �i. -_ _ ,� r - _ , 1: _._.,-..._. __.__._.-_ "`�'`....,r / r./ "\- O 0r0 O O - --- / - o i =zh.J:.r�;+r -7" I D mot: '4�fi t i - e D D D 66 _ 3 rr;P n n -r2. 71-6 '�I) - � I t, / / ao 0 0 .--_ _-'_- ••-_ - `"-.�.-.N- "4, I, :,' t`v •:x J rj `r' .1 _ ___ _ zr o 0 0 _ I " 71.5 f . r x _ I1 1� 6 _ _ e T -,>.--._ ;. , _., _._ : _._...._.�'- - • h `., . "` :' 7,wF e < �' O J - 1 `+,:w -V vb -.-`-`-'n__a•-- j i o . r - _ r r - :.�0. ----- -G _ 1,^, ci / 10' DEED .-.•,,�.e',z >vi � -�"e._ ,_..r.. O O o O O O .� 'i i'"1r ,/-�. ,:^.. _ _ =_ s i 'r o O I � ---�- 1 0 o b v< 7 `._.:'�`-.r_ , j✓ oV c�DV ��.... _,.._ --+ti�� ' %�'r'`'^,`-�,: �t,'^!'`ti''-'` '?-'\ _ _ `�- i ..VP.'� \d 1 NG OH \.. „ a"` n ! • t .r.-, ., ,-»- ;'--'` 0 0 0,o p ram_ 1 -___ ( �i o�� O DO o�0 f )i _� .� o . -� __ -- - � - - ------- _ 0- Wastewater Collects I _ __ _ . _ -. _ o 0 0 - �\ Y 4 _ -, t _ -. ! o 00 0 00 0o R,_tFACOH AM88 DIA- i, -._` ,-✓ s- - ,/ t ,ti ^.✓ .,-� -'_--->__--,_._,.____.___-._._- - O o�o O-o G e _.,._ -__-....�- - - '..-/' -- '� =`-•--_'-.E o 0 o v v -11 i- �1 r , , 1 ✓-.. ,,,-. ,�, .._; - "-- "`c-.- _ ._--._.-._.- ^-.._..�_ -..i �� _ / --• _-•_ O o O c O o O o - r -- ✓ O O O� _ - - �_. Ij - -_. -___. ._..-__... -......__..-_.._-- "rF- ',' -- '� Qr(JOWVO O Q�O'Y(J :-.F I ',`__ V 6 O "tea._ •,,.s -. - - D J C D f,.v` 0 0 0 -- Jw _ r - - _ _ �_, ,�` ,' .,,., ;,. , _v -. `',f `, - , ._�,_-- --- Y' -I .._. -m-4_ - -_`�"��._.'_'_- o" F''\' !f/ 00 p p' 000 `\ ' 4 - -- -_' �_ ` _ -_.- _ •- ,f o O D D6XI r- - yr\ usetts - - - CONSTRUCTION`•EXIT _- �..------- ---`- • �. �-_ �,, o d�� - - L 1 e� I \ /� G o o o Barnstabl 1V�assach - __ w �-� --- - _ - / ,,Gj6 __ _.w - --- _�- w---_-h`.'-..___._ -- - ;~ /o Dd^" / �oo/ Dpo °�c%o \:,` Issued for �-. .� - ' - -- -- ------- 0 NI -. e ___ ROSE t e _ ___-._ %e - s - .---- _ - - , r , , ��1w.. . : _UT� �- - tJroundwate�D c __ ,, -_ A c 5 �._ : s IS h Pen1 t , _. RO a e ��__ _w- .__`__._ - -. _.._ r`\ "'_•� ."�. •. r %- I"",,r ,• e, 1' •r i y ,-'• ,� , �- i t ,",.'�, - ..__._.. _ E - `y �p . -'^"- -.._ _ I r w _. L�m _-- - _<_ _ - - --- i, --- - - - Y - - - 1 ff•� , y - r 1, ,_ •s b - _ - a -- . \ UCTION EXIT _.�. ,- ,,_I = _ _ CONSTR _ - . ', _' ,,- .__- D a k Title �` I ,i e 9 I -- _ s E . i , ._._._ € , , r` ✓ _ - �, r g i ' �, `� 1- i' - - f j I APPROXIMATE LIMIT OF '.,WORK - - Drainage flan Iv v- �tr _`- __- 1 -l` TO BE PERFORMED UNDER A `� ��:, I - - �-__ __ SEPARATE OFF=SITE APPROXIMATE LiMIT OF WORK - _ - ' r' /I /, _ i TO BE PERFORMED UNDER A _- ` I IMPROVEMENTS CONTRACT € '� / �, ` i SEPARATE OFF-SITE / ' I IMPROVEMENTS CONTRdACT �, - € k ✓` .. ,, 40 . 80 �, I '% lii , �w I f' - 's i Drawing Number SCALE f N FEET - , '� , e 'I D i' - - - _ r , - .I�� ,._._..._. C, t �` _;LL, z_ _- .....__ i .- _-�.. .- - �....----__-". -_.�- _- �A"� B ti f „r t'<.. :�yya�• - -- '' "ems f O F±Q�r•��p �_ I !' % J , p! tf . y 4� .{pI.l� d� y Sheet of / , 1" ! i C / i w�� I !/, �' ✓, r' = Project Number i� ,- -: . . - , �r .. 05162 i 05162L..\Wastewater-Zenon\05162gd.dwg I _ _ _ _ _ -- _ -- __ _ _ - '- _. _ i I . . i / i� REMOVE EXISTING 10"- PLUG AND � , Z�._� r r; r r f CONNECT EXISTING 10"' WATER i i, r -, ` `-1t� ,4 MAIN TO NEW 12" WATER MAIN L.�--' --''.'�_.... /Ii r .i,i< � ',' 1 � t. . � / 11, / ''I ---, �il�e z , I // ` ,l ,` v `-4 / �`�- r 1/: ` t <`;y f , - -- .- l i 12""X8"'X12"' TEE M i ,�' i ce' 1i --- -- f -- � -,,, i �4-lj :� J I i ­ Tlanasse Hanger r ustfin, Inc. i /I -- �:,` _ {f} Transportation /i - �,,,, �,1 - � '� - -.. - - _ r s..�n ','..k_�{�� ,�;��,�� � ` " J` - _ - _ / Land De i - \ ! \ �..� /` __ A_,k-:���,,�/t_.,✓,�_, ,�, A, �, ._-J�� - - - -[- / Development / r -�,----,- I,J - -- -- �_ �..__ Environmental Services I / i ':� ` ' 1707 „GAS 1 �„GAS- _ - _� - -- - INCLUDED IN THIS CONTRAC � 101 Walnut Street,P.O.Box 9151 WG- - W 12"w - - _�� /I �- Watertown,Massachusetts 02471 . - -_ - -- -_122"W -` / ,' 617 9241770•FAX 617 924 2286 t V® 1Z wG r,. �r Y . E, STD I r-�� - -- ;v v t3Gt f G U 1 1� L- 12�"X10"" INCREASER I i . �/Zzz-,//; 1 - 12'" GV ON 1` f f INCLUDED IN THIS CONTRACT ` CENTERVILLE-OSTERVILLE SIDE r ;��, i d :­, ­­ ­ fl, REMOVE EXISTING 8 PLUG AND I �'����� ( o-� CONNECT EXISTING 8"" WATER � / f i, N r� MAIN TO NEW 12"" WATER MAIN I I - J ; gin `V/ i� i­f?r -J( f v t I I ��I r {I UA 0 \ i � / r0j rI)/./ ­�',,- I11 - `r l �7f(1'11, �f ! � FES 3J DMH 23 11, T f I=48-3o (OUT) R=57.7 APROXIMATE LIMIT OF WORK TO BE PERFORMED Ir I=57.70 (OUT) UNDER A SEPARATE WASTEWATER TREATMENT 11I I=57J0 (OUT) I DMH-24 FACILITY CONTRACT I / R=61.8 f - --___� �- I=57.10 (BLDG) -----------------• - --------- ----------- (SEE DRAWING G.C-6) f / I=56.90 (DMH- } _ - - _ - - _ -_ _- _ - - -_ _ - LS-1r MAINTAIN AND PROTECT llqqg (I-- I=56.90 (OUT) --- - -- - -- - - _ _ 11 _ __ 2 2" PVC R=64.1 �-I RCE MAINS I=55-40(SMH-11 ZENCN WASTEWATER ; _ I=54.40 SMH-t4) r1 EXISTING WATER AND p _ GAS SERVICES (TYP.) 1. E'�=�J �-'� �� - 12-W - �`\_ TREATMENT FACILITY / to DEEP rr�"` I - ._22,000 GAL. EQUALIZATION UNDERGROUND TREATMENT TANK G ® •-12""p --_TANK & PUMP STATION U SHALLOW -21 101EACHIN CHAMBERS "- � /'7 �3p^- _ ' - -__ -- GF GENERATOR AND ENCLOSURE ; CB_21 R=66.0± 8" DIA. r `__,- _ _ D - UGE/T _ --_ MW-1 / '` VAULT r R=68.5 I = 51.30 SC-4)) . �i/ - •- ------____ I sa __-_ `� TRANSFORMER PAD SHALLOW j I=6550(OUT} I = 51.30 �BOTT6M l ~` SMH-8 CB 20 `.___.t` �, - - 7 -_- �U PRESSURE DOSING 1 _ r LD N 2 4, - _ �/(%,; ` STATION WITH PUMPS SMH-9 I=57.00 SMH-7) IR=66.0a(OUT) 7t R=6&8 3 RM67.9 4 _- � _ -- _ R=65-8 I=56.90 OUT / I=6520 CB-21 I=63.80 DMH-33 Imo_--' -o -1 I=57.50 UGE/T _ _ FF G V DCB2,98 I=56.40 5MH-8 f' I=647(X'(C6-20)} r t I=63.70(OUT) �r R ��a,`1-���'���i U � Jl J LD ® -ti _ 6' I=56.30 OUT) ; I=64:70`(OUT), t �. J -- Q}}YV_". r // /f f 4_ T I=59.20 OUr;q 1 DMH-30 11,000 GAL. VG 5 so- ,.7 t'`-��t �- ' --�- gt� MAINTAIN AND PROTECT -F�fA1NTAIN 8�';PROTECT ��� -""'- 7-1 t ` EXISTING LEA SING, CHA ER� � _ 4! , R=50-9 LD SETTLING 6"PVC S EXISTING GREASE TRAP i '+EXIS*i6 HYDRANT _ _ - _ % t ,� ( _ R=65.5 BASIN, t RIM - 64.8 f f I=48.80 DMH-29 _ _ DMH.5 1 _ - 1J _-- �E c-Hr lc\ I7, 4. r, f // ,t / F=48 70 (OUT) /Y - 1tr _ 1 /' f �� // q r TANK G INSTALL 12"-45' BEND t "k fl! - B ,r � TO.BE MAINTAtNLE f / f �/ /j 1T1 / r I=56.5o OUT) AND CONNECT TO Jam. t \ ` --° F- �y_ rt - �� - t J 4 }' f j '- f t 1 - sHA�tow f// /� tyc _ - - VALVE MANHOLE M�-2 EXISTING WATER LINE _ - - - -12"D' - y % ' ; f I r //i. 1 DMH-29 DCB 19 SMH-14 - r.,�- - - -- --- �y C t�� t. ;/ ✓✓// SMH-14M cv _f- REMOVE & RELOCATE �;p 12=D '- 6-r ^ ,,,�� s j°fl% _ R=56.8 - "R=6o_6 85 - - - - - - -8S- - - -- Z - r - - _ �,- ',- 12" PIPE �I R=64-4 o -TINGEXISTILVG HYDRANT T ��`t " 5MH 4 `'` = f `' �- -1 I=50.10 (DMH-28 I 58.10 (OUT? I=54.80(SMH-13) 1 g SMH 9 _ 1, _. =_ : -fir`;tt- `` _ / �i ( (TYP.) / , I=50.00 ou DMH-37 12'"w -�• _ _ g S-"' s-:._ 1 ♦ .,� /�= C� + - �, ,� I" I=54.7o OU 1 2-2" PVC � ♦ __---�_ _ v: _ _ --.---___ ;2�. I �r_�" �- -� � �_ _ - �,ti � , 5"' \Z ' � � 1 1. r 11 f R-64.80 DMH-37 FORCE MAiNS 12" LVL HDPE - HYD J r.WG -- -_ ----` - QrcS 5.- STAl1 6"-8`S H'��- ---- _"2 GaS ASOMETER `�[`d`� ``` o, .. c INC RELOCATE 7f 77 ( ) ,, $ r� •- c. r- `� - l HYDRANT f f� / o ������N� I=5fi.5a(OUT) ) �5 ! _ ..�- ---- -I c -Ti ti ti i �g - -�- SMH - t ti STORMCEPTOR UNIT r- -i ..r8 SOIL "L. Ur 1 r� IIIG �. ., !"t t�.S•' _ } "Y:A�t �- 'r'�"�- "- rs� I (!). �J ' / r !�/l �' IS .n 1 n L SC-4 o PROP�SEC� STOP SHOP I - - _ o ,�__ _ _ _ _. -= �i� z uh_ , r� T:zP'P Il is r _ ,S F--'- I 4) % SMH-8 - l: G f Is;. �� t 1 R=66.4900 i --�' ! ! [ I,' f 52 V `'�lr, 41 4 ^i I 1 I 1 I i---t- 1 I, .(. .1. .1. ,Nii ;i;f ` tt, n 12 D -` 3 i t/ SMH-5 F� ;UO � I=61.75 DMH-35 `- 1 I i 1 I t 1 L,t r'r 1 i 1 I t I I I / f/f: / �_69 n 0 Ch .` :` .r-'�- I -`'�.` 15D ' I=58.Q0 1 i �._t--t--r 1 1 I t I f 1 i t� I 1 t1NFlLTRATiON BASI 1 1, -' - , - ,, o. ,--�-••`- �_ _ t •�;,.tl//°.- g.�9 ,~p ,fi4KLr� '�s�--Y--�'�%1 Tp E�=^�� r: ` t � n I-67S0 oUT) � , S�PER ARET - -t C I i 1 I I I 1 I 1 I 1 t I I i!1255 CULTEC UNITS t 1 1 j ( tft it!t_ 9 59 FF 4 R=69.1 y _ rG WG� - i Ir 11 1 1 I I E 1 1 1 %t 6 F cg 12"D ,t - � I ""'�_-.�. QQ I 1 , I, I,i, I,I,I,I 1 I I Itin ® 1 i 1 UNITS WIDE I'I I I ® -; G,A S.�►""' ;, '/ 1 -. f` -,^l' /' j!`/�f/ `.�.,_6 a FF n i` I=58.2a 5MH-4) I=6 FLU..I, S .•r i i 1 .t r DMH-37A I 1 I 1 I 1 I 1 I I I t,f 6 rr I=63.70(13WG} c , . / !v N FFE = 65.0 R=64.3----- - ti t 1 I DMH-14 I I I t 1 I `�' I t,t 11117 UN�TS0.ONGr r�r`I t 3 I ` / ,`i: f I=58.to(OUT) j s8 F DM}fi=35 t ,ti rQ I 1 nI^V li'1.L - 1 I I t I �/ 't. t4 SMH-6 ',t 69 - ♦ HYD WG-; R=66.0 t 1 �,__.._---- _ D DCB-8 11 1 I ✓ SMH-7 SMH-4 :o t i I:c (DCB- _ R=626 �E TS , t i l l t . ) . R=69.0 T I=60.00 RD rp I l i l t .Q - I=s7.5o (BLDc) EN I 1 I-s13.7a DCB-ze t 1 t I 1 I i i I I "- _�- - -- - - t I I 1 i` ;r _ MAINTAIN aND _ _ MAINTAIN AND \ .j t' f _ ,/ %,'f r }: 4 /f� I=58.40 DCB-16 i 1 i I I 1 PROTECT EXISTiN ( ) PROTECT EXISTING R=66.2 N F` - \�',r n , u, I I-627o (DMH- t>/`f rf,, I `�'�� 1 I I I I I I R=63-2 R-69.2 I-58-00 SMH,5 F _ f r \ I=57.20 (OUT} I I t I I 1 11 !I I 1 I 1 I I r 1 ( RE ONNECT i I=57.70(SMH-6) C'-�'~ „I=65.00 BERG} �1 `"�`° �. f I=6200 (OUT) '/ --` _ 0_ - I t I I=59_t6 (DCB-8} I 1 I I i�I.t_ --' t I!t I=59.50 (OUT) i t 1 r ) { SEWER CONNECTION , I-57.90 OU SEWER CONNECTIONS 'I=59.ta SMH-3) s� J _ ,i- �t ; f f, L> E GA LINE R f r I=64.50 BLDG} ! I=623a BLDG) 3 t f/ /, I=61.00 I I=58.40 {OUTS--r-rlT 1 Il I I i 1 I i 1.. ✓ S C� it ( i) � 0 59i / .,%t /ri:;' _ I=59.00(OUT} � SMH 3 fiy r; / / - I I I I I 1 �= t I DMH-15 I I i l^ `� t i�� I=57.60 OU FF�6 ' Z I SHALLOW f1 1/ _ .r - DCB-16 I I I i I 1 I 12"'D 12"D `� I I R=626 1 1 I i il(I r+A �� 69 59 / _ �- _ HYD INFILTRATION BASIN I I ut t t = ~`- J _ DCB-22 t `/. .,i =. - t Z f ` f t R=623 1 I I 1 1 ~ I I t I I=58.30 DCB-17 I I I 1 I I I -�' J f FF=69 62 ,` FF{69 6 S RM66.13 6 S t 9`'; j` J% WG 225 CULTEC_UNi- -r y I 11 1 1 � I I 1 ' l 1 f - j _`R=65.3 d`' ( I 1 I t I LL I t II-57.80; DMH-1 Y I 1 .I /";•tfJl t,-r _ -- /Q 7,U0 t 'li I=6280 OU r �" i I=58_fi4 OU I i I 1 �_ I 1 I I ,i I / - _ -' i I=61-50 SMH-2 { %� } , 1Y ( Tr " _.` }5-UNiTS WIDE I i I I I I cD ( 1 I I=57:JO OUI}' 1 I 1 1 ' Jf i. �_ I=61.00 BEDG - 15 UNITS LONG 1 i DCB-17 t I I I p ( 1 I I I I I 1 , r ,,t:I1'$TOR� TOR UNIT i f /' -_ - -,c - t i !I, - -1 �[} 4 r j, r; __- - ",'---..,..-_ 1 t R=623 1 I l I D -16 i i b i rT.t V- SC-1 1, FF 6g 6. i _ T t 11F f27 rr, I : S/ t R NN ° / t / / �� ) R 6� J v, vOCL'S r f ' P I 1 I i , 11 I I �� /t,,l�, i I=60.90 ouI) ) / . pp a / I 11 I t 1 t^ 1: , / . 1 ! � -�•U ECO ECT BUILDING �, r p I I=58.60 OU 1 h I t I '�- -R=66.5 600 _ _ OUTLET CONTROL - m` I I I I I i t I I 11 I R 6 ( ).I 11�I� t '1 /11 ( '1/f 1'<f!�/ �� _ 6 `A t `- i j `- 1 t, / r !,: t: _ �„ `'' 0 SMH :F,r I -T x i 1 I i i I I `I I=57.30 DMH-1 ! t' I t I',=58.60 DMH-6 - 9 '. r 1 SEWER T 3, STRUCIURE ' _ t 1 I=57-30 DMN-1 I I I I I, 58.35 OUT} __ \� RETAIL A t � f' f SHALLOW r r Ji r f I` I I=57.10: OU 1 1 t I ' `�- PROTECT t DCB-1 /"`, f DMH-2$ / I i r I 11 1�t� `if',-/F J � ! _ if�t' W 1 E I I [�I I l I t- 1 I,rt�t I.)I ifi l I 1 I 1 ;� -� � / r�,, 'i- �-' ---} `-.~ � �F MAINTAIN AND PRO C �%,ti? c:; ^t I I o r �� (, rt�' �' 't R-5080 FES-2 `_ � 4"D 9 ro s s EXISTING WATER, GAS AND 5 Fes_ R-66.6 `j , ✓ \ - -'jt. `R=68.T a 'iS7 CABLE ? N' r 0 I=64.7 oUT h.� I-54.00 t2"OU WF 8"F 1 "D I CONNECT Ot�S i, ec T= i �: I=59.30(DMH-5) ---�. 3. �- � (r 1 _ I=Ss.00-_ wlaR} v'� r� r r` I r� 30" LVL 'HD % + 4`D -F- I=59.30 OU n„ h l ' � DCB-26 DMH-18 - _ I.. .s3.ao`ou I _ CONNECT EXISTING' ROOF DRAIN �4 ., , ;,- 41`{ -N R=61.3 R=64-3 DMH-17 24"D I� 1 ,, O�LVL DMH:-7 �) ® ,` " f TO LEACHING"CHAMBER WITH ( ( ao .- I t RECONNECT 1 - - �r fi'DI RD (SOWER-AS NECESSARY , A P " Px 0 " E D FES-27 GbU I=57.7 OUT) I=fi0.00 RD I R=624 . / . R=65.6 ; `' GAS UNE ® = -- = �~�_„ '; t t_ �" _ 1=51.2 DMH-28 �_16"D-I_ . I=60.00 RD3 I=56.50(OUT) i � (4 _ �F J G f t I=57.85 SC-1) t t \. - -- � TO PROGIDi"+4�,OF COVER). f -,�� �`� "DI DMH-25 I-56.54 DMH-19 I=56.50{OUT} i .2 ,.D I / { = -' 69S `' � ( }r "I 12 -11 R=61-2 I=56.50 {OU U I 91 ® I-56 50(OUT) Et 1 �v, MW-5 ^\ r � lcl 1 I, P. , r � \ I=55.60 (DMH-24 i �� �{�� ®; - T I=55.60 OUT) SMH-13 Co I : - `' n_---- ASSeCHUS�T i T E R-640 5` i ` _ �� -=__ --- n R66.2 /r - \ �� Ds�s�,���v t ` - �` HYD r-� `G� i s; � � TRANSFORMER PAD _ _ -___-___� ---_ � Lad, - _ _ c''-. E1- ' - -'- :� � , nr� r � INV. = 54.00 4 . 0 6 I-57.40 SMH 12 --- - J- �- ------ '- �z I-st-7O CB 7 - ti :. .r`` ,/ -' i-:;" -`--REMOVE`8c� EN�'!� NI�tENTFeL PR OTEC 110t,' tt i tt 1 f �: ! 1 ---- / C1, DCB 5 . . ;o �; i=56.6a {BLDG) a -4�' I DMH-13 ---- I=59.80 (DMH-4 _ �' e- / c RELOCATE `� i=59-80 (OUT i'I=56.00 (GT-1) ''� --60"x72-STORMCEPTOR UNIT I 1 R=625 --- fi" ➢E� i R=63.00 OUT =� / �. �' s ` ��_: :✓��. DMH-26 F- --. - �--``', -- n __ R=61.0 I=55.9a (OUT} I=61.00 GT-1 - STORMWATER i 1 ( } 12"1. _ i- SC-2 I=59.t0 DCB-1 ® - _ I=57.00 I=55.30 (DMH-25 m LEACHING ( 60 x72" I d 'NG HY _ _ - � � a� 6 S I=60.00 - . R=625240a - I=59.20 ➢CB-2 CHING CHAMBER __ 1� - AI ^ ,r I=57.1a DCB-2s ® F -FIELD LEACHING _ t STORMCEPTOR UNIT SMH 13 - I=56.95(DMH-16 I 12"D I=5820 ➢MH-1 -.__--- R=67.2 6' DIA.' QMH-4 -- , " I ,_ -__ I=55.60 DMH-39 GT-1 _ ) L e � t SC-32400 I=56.60 fi"DI R=63.8, 63.6 ®o '� -A= I=56.70(OUT) �- I=577000� =-FIELD- 1=63.30 BLDG) ® ® R=fi7.0 ^1 _ 1 R=61.6 I=55.20 �QUT) I=56.45 (BLDG) 6"GW I=58-60 - - ---_sHnLLow 2 D -_B-_ I=57.30 BOTTOM) , I=6260 DCB-5) „_, SMH-1 , i F NOTES ,- I=61.00 I 1 -� t HAI1aW f --1I--, i t` i I=54.60 (DM F t __ I', 2g" I=627a CB-6 DCB-2 I I=56.20 {OUT) 4" VENT I - -- - DCB-i5 CB-25 - T- D } n I R=7t.5E ! _ - ` 1_ PUMP AND FILL EXISTING SEPTIC TANKS_ q - ----: p I=60-80 ➢MH-3 R=67.6 SMH-2 I=54.35 (OU l <' LG LD DCB-18 �- EN r ' I ,'-r_--- R=61.9 R=627 ----1 N I=60.30 OUT >�`ti -' p - I=66.30 ; EX ~ '=h . / R=60-6 TO ROOF I --- t _ ---- \ c� ) D_I=;64.a0 (OUT) fi;1v R=70.6 _ ) �" { :r 2. VERIFY EXISTING BUILDING SEWER INVERTS 7 -- I=59.40 OU I-59-40 (OUT) Y r• ✓ I-6fi.25 OU I' I - ( T) �' f . �� F--- ( r) --- -VENT i g5.o"r'i I I=65.25 (SMH-7) .. E SEWER 1N TA FES-22 mr 1 !l f I=5fi_90(OUT} i • - ---_E __ IN co ® -__-__- = t 8" 18"D -12"D- = I=65-20 OU _( i r/ I .y y^� �i PRIOR TO N W S LLAl10N. 1=50.0 (DMH-21 O VEN ;,r`= _ 1NSTA _F_- r LL n DMH-19 _ -------- ------- - .. - R=64-3. ' IJ -I -'1 iD - -2 .- CB 7 n 1 �. sMH-2 STUB - ' '- N - - { / i sHA ow i ' R=657 DMN 3 a DMH INSTALL I ALULOW _v�r F c� -'` �1, DMH-12 c�1 R=68.0 - -- I=60.00 RD f R=67J 8"S I` ( ) --. S DCB-14 I R=625 1 t - N I=62.00 (OUT} tv _ D: , ;8" STUB S SMH-1 ( I=57.50-(BLDG) i `^ -<i� I=63.70 -4 - - DMH 39 i R-6t 9 C0 I-63.60 DCB-2 e C , 1 11 , I=56-50 DMH.18 ,, p -. I-59-10` (DCB 1 _t ;cp v rr IE _ _ ❑ I-63-70 B 3 ,.t /;; -. - I I " I r "d� I-fil_00 H 2 _ l' -, I=56.80 DCB-3 = MH- I I=59.4a (OUT) 1 I=59.20 DCB-1 _ = -I=6230 DMH-1 %" ; 0< °� I 56.50 �D 20 2 D ( Q .1. .;: I-fi1.00 (OUT} .- . ,"". ,: ( - '•4 `-I I=56.50 DCB-1 _� I=57.70 r_1 -�. I ( I I_59-t0 DMH-t1 60 x72 1;1 ,II I - I--61.80 (OUT) ; MAIN �IN`1., PROTECT +j f , I-56-40 oUT) `� ._6 DI EX - h"' 15"D 60"x72' I 1 I-58-70 OUT} RESERVE I �.t ® � i EXIST G:'WA R AND 1 ,=- o n _y.I-58.00. _ I I t (SHALLOW LEACHING AREA ` � W z CB-6 ? GAS ERR CE (TYP-) I11 o F- y - - ti RESERVE I n _ i , il _ R=s6.7 DCB-3 '' DMH-i ti €I µ; `. t, ti -' - -, too I DCB 10 G, I-63.90 R=6z.6 _ R=ss-t i �,-.i I` r1 ` _ it - - '161.00 > € I LEACHING AREA ao I R=627 I ! f M C7 = -- 1 ! y' �r,,- - ' -!_ I fi3.00 OUT . - - � I I 1 i I=64.00 Ott I I=62.90 DCB 1 f r 'f I,-' EX SMH , �0 t f - I I=59.40 {OUT} I=62.90 OUT ( i1 I'! R=71-Ot I f- / , INSTALL - _ �; I J !`+ EXISTING BASINS g ) " 4 DMH-38A n r, ----- -- ------ J BE REMOVED(TYP) 0 / '�I' iI I=ss-50t Ex a) tAl PLUG �' . 1 R=60.6 N - -,' 1� -Ll- C] 1fi- G N' <} N_ GX�h',ATF LG-Ar, , 1 `5,' i'i ® I=65.50 (8"OUT) t ` �Q �� + 0, + roc ca c� �r { < I �} I=57.30 DMH-3 ) J ' r I I wG R [!:) © ® o E��v�.�J ``' �`` FF=71 - I Y I=57.30 (ouT} /' f 30"'D 30"D ) 11 , ® M INS' EXISTING i 85 �` B ILDIN CONNECTION i ® � -` OUTLET CONTROL 8"W -' W J ! , 4,{ - t Z_ 8 8'W 8"W CONNECT ;B11lLDING t M INIAiI AND PROTECT f i Si = , DMH-21 f ¢12-D o� STRUCTURE SMH-12 - o QMH-11 �15"D SMH-11A - 6"ur(Np) 0 % SMH-11 It Ti HT:.T NK AT - - `` ' '-'` R=62.3 r �� - R=66.6 - - - - - -_ cv - SEWER TO SMH=10 _ '� sr---',,, ._ . I=5260(DMN-20 RM6-5 0 - 6"S _ _ f 1 "D WG - -' S- - - - - -� - - _ , - - - - - - - - - _'11, e.; R G6 To TANK I=60.60 (CB-13) - - - 6" -6"S- - SMH-70 r ` D C AVERSI ` I-6t-84 DMH 7 2 ❑ o d t, ;I=64.00 BLDG s g�1. , I=52.50(OUT) I=60.50 (WEIR) H I=59.50 OU H D _ ' t HYD I=60.00 (RD) I CB-13 { DMH-38 I=56.50 (DMH-t9 R=65-2 _ c`� 1 R=624 G• I=55.60 (OUT) WG • ' I=61.50 (OUT) 1] �� e HYD z SMH-11 r?, :.: .., G �L. 1 AIL I=57.90(CB-27) µrG i �� J PROPOSE® • ,- W :; J- .� i. w i R=66.5 ❑ SMH-10 , I=57-90(OUT) 9� f-` e SHALLOW I=62.80 SMH-00 �' R=69.1 • -•,, ,,,_ ( ) , i/ 8 w FFE= JDCB-9, RETL _ �' - M ; WG MW-3 1;�,:-. -' I=62.90 BLDG E I=65.00 BLDG I t' q�j ND ;,. SMH--12,'1-4v 67 8. %, • l•7 R=65.5' ? - I=63.50 SBLDG D I=64-90 (OUT ) ^ '` 8„X8 X8" i �RO �`T 1 I-64.00, ` ( ) E,;".`ry U XISTING i'J,.'r -: r, � DEP TEAM COMMENTS g wG INSTALL ;, R=s4-8 - - I SHALLOW r; 04 01 DMH-20A g" STUB- I=59.00(5MH-i1A I=63.80 (OUT) FFE = 67.7 I=627o (ouT) 0 _ 6"X8'" REDU 'ER I T1L1TY _ ,If ` Q DMH-10 SMH-11A RBb 0 - €: ! CONNECTIONS =" } %1 No_ o Date Appvd.y R=63A _', I=58.90 OUT - 1 /, Y Revision 12"XS"X12" TEE r cv R=67.3 R=67.0 CB 24 - , r' ' Desi red b r D W4 Lrt I-63.7a CB-12 I=60.90, SMH-1t "I • �� SHALLOW � J`1 r � ' 1r I 60.00 (R➢ g y awn b Checked b tl 1 8' GV - F2r�Iv cp r r t I:=66-50 (OUT} R=68.9 ,, t i I i Y Y 1 --`,�, -' - I 60.00 (RD) T - = =- ( } - ( GG G _ r i 2 - 12 GV I=54.60(DMH-20 -SICYCLE - - -6254 DCB_9 I�5D.80 (OUT) CB-23 I S_30 B _ CAD checked Y Approved by N y 6 C 3 J ` i_ SHAL10w __ _ -___�`` -- \ R=68.8 - I=65.00 U 1` �� - 1frf b A R=624 ( - \ I I=--4.50 OU I=62011--OUT) t n _ I=5870 OUT S�+ 9 _ _ _ _ - - _ - � ` - = � ( ) �7HEL R - " BMW-4 , 6' DEEP = ' l 'I- I=_68.1t I=66.30 (OUT) 1. # I Scale r r, - _ rC9 _ '' ,r n Dote i t� '- ``_, " - 1� ' ,(`v-`�/�rr1 6 DEEP., �. s CB-12 :t , 1� r^Y l v''i. _ _ CHING CHAMBER - I I I' i �. ® r ✓l j ( S 1 =-�4 7I24/0� ^"� _ R=66.7- e• = - 1 R= 7.0'-6�DiA: - - I 1i I ` jTitle I -; LEACHING CHAMBER _ _ -�` - 6 { - /�11[ ;j " I -^ I Project I r-Ill � R=66.5 6" DIA '. I=64.2 (OUT} _ - ( ( ) - -- � AdL ! 12"W �{ `�' I 64.00 BLDG 1r r I=62-80(BLDG) G� = yI - _ - - j I 58_00(BOTTOM) RETAIL C { - FF=72:66 `'`WG - 'i 7 i.SJr _ - - I :a - I=5fi_80 BOTTOM = - - _ - _ MAINTAIN AN PR _ I Landing ( ) - - - - - _- _ D OTECT - _ _ i r �� �� €I `i. i- -'- - - _ - _ EXISTING UTILITY ,, FF=72,73 ;_? i;- 2 D _ ! �>/' t` 18638 ,t --- , -------- - __ CONNECTIONS --- 3I [ - -` -- - ,. __ �__� _-��_ _ �__�. �_ _�_ _ -� _ /- _ _ asterater �1ectlt�n ,.�+'. ,,.✓4 �- -1. '-'- ,-._._. 1• , \ rES'' sr",",, t Tom'-._=- -__ i ~� I'� i; ` r" -'--"- d T _ - I DEEP-=! r h r"`%l �,,; -._r .,. "..._,,_r •-._T. /� - .; i�-�f�.r-t •_-_-_ ^-- t t jr E ,I - ^-- L . ,... -� •-- ' , l'-�,/'4, ram, r--./^ _ r i-i._'--^-------.'='' r �_, _ :., _ _ . - ___- - - - _ .__ -_ . __ _ V, UT•AND GAP- _ _ _ _ !ti I { NG CH _ - . _ . -.- . . . .-_--,,.,";>_ _ _ - --- -- ,- . - - ----- . . . - v t, -- .:,: C ji t s 6.LEACHI AMB - , =- i ur., _ �` _ - -. i R=71.0 8' DIA. h. - - _ _ -- .__. Free ent a� ---- 11� r,�` J _ ,t;- _ - ` ` AS LINE I ' -t 1 �` I W - - __- - _-� ix I( ; - -...! Q i' ', f: = 64.0 (BLDG) I~ rr ' _ - - - -- - -- - r_ - t } y,.._:, , w` `` -.._Y •'- i` �.- 4' = 54.0 (SOTiOM r� -' t - - - - S_ _ Barns I - - - _- -�_ _ _ Issued-.__ �- f slue -- 1 - v i I ___-__-. _..... ---_-� - _ -.._.-__._-. _.--.a-�__ .. __ __. __ -- __ __-_ __ _ -_ __ _ V Groundwater D1sch g Permlt - - INCLUDED IN THIS CONTRACT wG NG we _ _ --- --- - - - - - - '' - - _ _ - _ - -- ��- - - . µ --' - - __ _- -- - , - `-- - - - % _ -, _ W - _ U - -__._ _. ,. . ,.- - .RM T U T-CEP OR r_ W_ 11 ,_.-.. _.-.-- - - _ �.- ,._,-_ W - - _ _._ ,. -- I. -_ - _. „ w._ -_ _--:_ _. I _.-- .. .. - __ - _.._ -_--____- REPLACE 4" WATE - , -- _ -- _ _ _ - - - INCLUDED IN THIS CONTRACT = - , > _. . . _-Wc s4.7a(CB-24 - WITH 8" WATER S I-64.45 OUT} `�` - - I INCLUDED--_lN THIS CONTRACT - Drawing Title ; ; _ f 12"X12"X12" TEE ' f - - - �-_ 12" PLUG I- it rJ W_ - _---- _ U, �--- ��- _._ - ram. . - T - . ��" -- Q 12 GV (3} � , , k REMOVE 6" STUB, f ` ^ -- - . . . -- - l,_Ir,� / STALL 8"x6"REDUCER S f -- - _ _ _ Utilities P1an S AND 8"-GATE'VALVE _ ;` ' 11 APPROXIMATE LIMIT OF ;WORK / \, I; TO BE PERFORMED UNDER A ' � ;1 =" - �_ -�_ ' APPROXIMATE LIMIT OF WORK 'T _ SEPARATE OFF-SITE f TQ BE PERFORMED UNDER A IMPROVEMENTS CONTRACT SEPARATE OFF-SITE W:. i i , � IMPROVEMENTS CONTRACT 'k 3!I f - t r f Drawing Number '' / ,j''r' ,�--,- a t 1 0 40 80 - r t�%� - I 40 r01 >, I S, ,y.� ! r. i; ,, , i;t/ :z f Ia ; 4 II ISCALE !N FEET 2 -/F. t"�;,; ; --� rf' �i'! 7 I I o, -It�V i I �� G 5 I ---I ! i, - --_ ;: -�, ✓Z ; II - --- - ,i , ; r, �f ri ; T"�- U Fcl.- I 11 r ,, 2j Sheet of I � ' ' ' r � .a /// t, I ,� t - - �• `f-' =.^' /�':`-...�. - Q, ` Project Number -f fi f `C 05162 05162\...\Wastewater-Zenoii\05162ut.dwg . . ! f JV NOTES: ,,, APROXIMATE LIMIT OF WORK TO BE 1 . THE SCOPE OF WORK TO BE PERFORMED UNDER THE , OVA PERFORMED UNDER A SEPARATE fF WASTEWATER TREATMENT FACILITY CONTRACT INCLUDESanasse Hange s ��n, Inc. A���fiE�'pROr c°°Arco , WASTEWATER TREATMENT FACILITY i ALL WORK WITHIN THE APPROXIMATE KIMIT EXCEPT: Transportation pR0 r� r�ON Q S OF � \ Land Development rl° rR/ \ CONTRACT - LANDSCAPING op ent N D/S R Cr \ ` - BIKE PATH Environmental Services cr PARKING FIELD CURBING 101't � Walnut Street,P.O.Box 9151 INGROUND ; UTILITY SERVICES (2" WATER, 4" SEWER, GAS, } Watertown,Massachusetts 02471 • 1� 'r � � 617 9241770 FAX 617 924 2286 66 TREATMENT TANK ELECTRIC/TELEPHONE ET TO WITHIN 10' OF BUILDING) 6' , 2 - 2 PVC 2 4 x4 ACCESS HAT H � CE MAINS ' 2. TH E WASTEWATER TREATMENT FACILITY CONTRACTOR AND \, ZEN ON WASTEWATER THE SITE CONTRACTOR SHALL COORDINATE THEIR WORK 1 TREATMENT FACI L,[TY TO ACHIEVE AN OVERALL EARTHWORK BALANCE FOR THE 67 C1c SITE AND COMPLETE ALL WORK IN CONSIDERATION OF THE 22,000 GAL. ,EQUALI ATION `�' OVERALL PROJECT. k TANK & PUMP S TA I 0 N 6�S �� t 68 t � .-_: eft ' _' • _ . � �� i j �` � -` �E 6 �' 6 7 / E � A '5� i 6 V' OOD FENCE 66 = G�/ ERATOR AND ENCLOSURE 4 VENT = -- TO ROOF r = IS � VAULT SMH-9 \ - = • _ / TRANSFORMER PAD R= 65.8 , I = 56-40 (SMH-8) UGE/T _ _ _:_._-=_._ ._.__ (� --' r !� .o: .� D _ PRESSURE DOSING _ I = 56.30 (OUT) PUMP CHAMBER SMH-14 V E � �y 64. - 1 4, S k -© - U 2-6�- i I = 54.80 SMH-13) x f' � ___-_- GT INV--60 00 ( � I = 54.70 OUT o\ 64.2 S 69 i A � v 66 64' o 65 � 11 ,000 GALLON = I SETTLING TANK -_ 4.3 a -- D 6 .8 BC gITIMINOUS 63.9 i 64.5 I WG 0 VALVE MANHOLE CONCRETE Et c = N PAVEMENT TS 3 6 FRAME AND DOUBLE COVER 12"W ' r LS-1 \,2 - 2„ PVC .` R= 64.1 I - 55.40 SMH 9 \� -- - FORCE MAINS ( ) F TO LEACH I = 54.30 (SMH-14) FIELD11 lamb. f. it \ /: Sit ,r;; irti . -=< .✓ t /� HORIZONTAL 10 0 10 20 4 0 4 8 VERTICAL " SCALE i EET-- MA5 ; , :. ., )EiN , t k a i I i 1 E i t f ! t 75 75 3 PROPOSED F E i ZENON TREATMENT PLANT ;STRUCTURE ; j si FINISHED GRADE I 3 ( I I 70 _w____ �_ ._.__________ _ �- _ EFFLUENT _ _ _ _ ----_. __ -._ __ __. -- 70 { i E DLO WM ETER I I 4" x 4' 4"" VENT ; 4" x 43 I ACCESS HATCH VALVE LEM3 ' ACCESS HATCH' & HANDLE R1M=64.1t 4"" VENT RIM=65.1±i ELEv.67-s ELEv-6�.s ACCESS HATCH 4.. VENT - ` TO ROOF I i ! 4"' VENT RIM 64.5± TO ROOF i ; I RIM - 63-8 I i 64.8_i 65 { ___� _ --------_- _ __ -___._._-._._ ____._.__ _.. EL.64.5 - 6 . 5 64.5 b4.25 64.0 ELEV.64.5 - - - 65 - _ wc1R WE = ' / ' \ DEP/TEAM COMMENTS 9 0 01 (/) No. Revision 5 Date A vd. 2" PVC FM 6" PVC Y ELEV.62.25 PP I 762-25 62.0 M z ' } i ( I j Designed by Drawn by Checked by k Q i w W ' m 6' PVC i E }I I CAD checked by Approved by U w f- ' F- Q Z_ 1=60.0 60 Scate „_ Date 11,000 GALLON __ _ _- S = _ - _ - _--__--- -- - 1 -10 W24/01 I ' SETTLING TANK -J inQ ' i o 0 z z v w ' I 1=57.0 I ' I=57.5 Project Title 0 ; 0 W H.W. 5 _ w I /2-2" PVC ¢ E Q d j Q Q w ON 6 DI ' Cotuit Landing 2-` J t W 22,000 GALLON z a o w k w �- PRESSURE DOSE TO LEACHING FIELD - { I -� o EQUALIZATION TANK - Q I i PUMP CHAMBER I Wastewater Collection & BOTTOM =155-75 ° ° 4"PVC DRN ! t i i 8"" INLETS 1=55.40 0 � � & PUMP STATION _ ! _____ __ � --_- __ _` ` _ ! _�_-.---- __.--LEA _ 55 -„-_- -_-- -- ' i - -c� _ _ - ;- - _ - E - - - C FIELD 55 Treatment �'acil* 8 INLETS S 1=54.30 Q J z OW H I ity ! i I L VALVE I f j MANHOLE` I i E v j i I SUMP = 52.80 I ' Barnstable, Massachusetts i (SLOPE BACK TO I O j .. i i I issued for r' '� BOTTOM SUMP = 51.00 f:ILLIV12PUMP CHAMBER) Groundwater Discharge Permit i I �� (0 � i I 50 ' Ir 1 GRAVEL EDDING (TYP ) 'f SUMP 48.6 >z . ELEV:=5 -3 ELE = 3 z oz - I .i- SUCTION - RECIRCULATION (TYP.) ;I Drawing Title �3 LI FT STATION 1 INGROUND TREATMENTI TANK I �I Treatment Facility ______-- i�- _ -- _ _ - --- --_ --- + ___ ? - _____ i ________� __ -___-- -` - __ _ _______ i _�- I 45 -_ _ # _ - -z u - _- 45 z ; 3 Plan and Profile > I t 40 I Drawing Number ti F PROFILE - SCALE. 1" = 10'-0" HORIZ. AN 1 - 4:-0" VERT. nc 7 Sheet of EC�a 6 Project Number ' 05162 t cadlldtWastewater-Zenon\05162 prof dwg . I f j i Vanasse Hangen Brustfin, Inc. Transportation M N ='= *- Land Development -2� M� �9� Mn� ��� �Sa � P cn tn0 to (n tra �� x� x� +, Environmental Services to[n t!)O ND Vi a30 f 0 m0 mp Nv0 w0 wa0 P07 moo -firr�i � orn ^N�Nm �o oarn .—oNo^p �N�r�io ��,�oorn N�N� +1 ocn .F ui I Sri co co 1 t�t-co o ��r- I w�10 r 10i co ri to co of�i ai i co c i ti �' �a cI) u�� Scn u7� S�u�u� Sco�nca�ca Sco enco� Sco u7m,n Sco u�co�n Sco mm� So �� 2�craw n�co - cnn n 11 it it ME 11 11 11 11 ME It it 11 11 u 11 it x n .wOf m of 11 101 Walnut Street,P.O.Box 9151 Watertown,Massachusetts 02471 6 ! f 617 9241770•FAX 617 924 2286 72 I ! I 1 E-kSlING-GRAD _ RETAIL B _ � f - �—, --- — --- — — --- — — — — } PROPOSED GRADE 2"W0 _.. 68 1 "D 64 RVtCE— — f 60 0 8"PVC ) GRFJ SE TRAP INI ET 60 4SIP SERVICE 56 56 52 -- 52 DATUM ELEV 50.00 c0 Lo O O 06 N <t n c0 O O O O O O O O O O O O to co n O O O CD 00 co O O OO LO O O O O O O 6m rn O O O O t O O O O o O O O !fi co <t O u7 O O O rn r- r- 00 06 to 00 a; 6) CSO a; a; O rn 6, 63 co 00 00 0) 0) 0 M ai o0 a0 1-z (6 (6 O cD (6 600 66 0; O N N N O [0 cQ O cD O rD (0r- corD co c0 c0 O (0cp (0c0 cD c0 c0 tD c0 c0 cd c0 ,D cD CD [0 CD cD F cD cD r� 1- 11+00 10+50 10+00 9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 HORIZONTAL 40 0 40 80 4 0 4 8 VERTICAL SCALE IN FEET A r P R 0 V U MA.SSACHUSETTS DEPARTMENT 0` ENV RONMENTAL PROTECTION �df �� v�ip �j Q 2M�Y 00 oo o000 ooID 0? ¢ o0 000o O oo 64 i .r a t<mtoLo I v ofao I o 0o S6 cMn� Tas cis j cn ul to S ca 30,n S co'o L0 Lo W, S cn to cn S co co co Cn tl iF II to to Mi 11 11 11 It If It 11 tt z 11 II II II It 11 II EE it 11 If (!7 a 72 j t 1 I ETAIL C PROPOSED GRADE EXIS?!NG GRADE68 t t — 1 1 12 i i - _ ----- -- - - -— - .._ _ -_ — -- -- ---- -0-AS-6-0 4 — 6" VC 64 ' j ( j �i" UGE-/T--� L� DEP TEAM COMMENTS 9 11 01 No. Revision Bate ppvd. _ "PVC I S D -- W— Designed by Drawn by Checked by CAD checked by Approved by 1 1 _ 6"P C 2 W o � Scale Date 60 - - I— 6 W 6Q As Noted 7124101 "PVC Project Title LVLCotuit Landing _ 12^ L 6.. Wastewater Collection & 56 8"PV l_-_ I — - 8"PVC - ----- - ---- -- --- — - --- - 56 I 'Treatment Facility Barnstable, Massachusetts 1 Issued for f 52 52 !!!I I Groundwater Discharge Permit DATUM ELEV 50.00 I c0 O 00 c0 t` O 00 N 00 a0 O N N 0 O N 00 O N c0 c0 CD O O O O O O O � cD t` O u7 � M � N L0 N s\ cD (� N O O In r) O O SJ 6) t` 61 t13 d O O O O O O O N O 6s O r) t!] 6? r? to 00 O 'q- 00 QJ O t` tD to rJ t� N N - N N r3 r7 t6 t7 C� N r'i �' d' 6 6 ui 6 1.6 L6 to L6 cD cD (D F� 1\ n � to c6 00 Di 6� 6) 6) O cD cD O eD O O c0 c0 cp O cD cD c0 cD O O O c0 O to 10 O (D cD co c0 c.0 cD cD rD cD +,0 cD cD O cD cD cD cD cD co cD O c.0 co r- l� Drawing Title l 11+00 10+50 10+00 9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 +50 2+00 -, Sewer Profiles 2 1+50 1+OQ 0. 50 0+00 t 1 I I Drawing Number F "5 `V s1 7 Sheet of i IL Project Number 05162 cad\ld\Wastewater-Zenon\05162 prof.dwg I i a 30- DIA. w ACCESS 48" DIA. MANHOLE i I FINISH ALTERNATE TOP SLAB Val` rise Han�yen Brustfin Inc. GRADE (STEEL REINFORCED FOR HS-20 LOADING) Hang en 8" 1 30" DIA_ 1 8" Transportation ( r ACCESS t Land Development SEE NOTE 5 Environmental Services 8•-0- (TYP.) o Q •4 101 Walnut Street,P.O.Box 9151 U_ RAIL 'MIN ALUMINUM FAS1F]VER W W a < Watertown,Massachusetts 02471 THRU POST INTO TENON. La J to _ o STEPS 617 9241770 FAX 617 924 2286 v W ¢OL 45' WYE SEE NOTE 2 N WU WI-' a �+ U VI n I at�i 2 1/8"WIDE X 2 1/4"LONG TENON rih z EACH.�TYP. INLET 48" DIA. MANHOLE (MIN.) USE DROP MANHOLE WHEN THIS DIMENSION NOTES: 4 1,T MIN.DIA.CEDAR POST IS EXCEEDED o s•-o"o_C_TYP. REMOVABLE CAP 1 ALL SECTIONS HALL BE DESIGNED FOR 13"/I6"X 2 5/8-PICKETS z o x: ARCH INVERT TO BE CONSTRUCTED T. 4-L LLI LL P� 4� i' FASTENED TO RAIL W/1 3/4" c3 45- ELL/BEND :- o WITH CLAY BRICKS LAID AS = ;p ALUMINUM FASTENERS(2-TOP U W ` , a Y. N i p, &BOTTOM RAIL 1-MIDDLE RAIL) STRETCHERS AND ON EDGE. 2. COPOLYMER MANHOLE STEPS SHALL BE ,'..' ON EDGE / o N LIGHTWEIGHT CONCRETE "• INSTALLED AT 12" O.C. FOR THE FULL 1" BITUMINOUS SURFACE COURSE /\ \\j/\\j/\�i\\i //\\//\\ \\//\\//��//�\/r\� '�i\/ /\\//i�/� w Q a' DEPTH OF THE STRUCTURE \ \\� \/ \/�\ \ o o �` OR FLOWA13LE FILL CAST-. SHELF TO BE BRICK LAID FLAT ::. 2" BITUMINOUS BINDER COURSE jj $ \// `j\ ° \j/\ 2" CLR _ \\/ ° ° to �S \\ \\� ' COMPACTED GRAVEL \\ \\/ /\\ /� o: IN-PLACE ENCASEMENT `-; AT A SLOPE OF 1"/FOOT 3- ALL EXTERIOR SURFACES SHALL BE GIVEN . �� AROUND PAST Tw_ �// ° �! 1 �/ SEE NOTE 4 TWO COATS OF BITUMINOUS WATERPROOFING \/�\ \\i Y\\ \\' �\ o o /� ° MATERIAL_ o o o Q:oa'�� \/ °° \ \// 0- ° < 6" r o,o°° // z FLEXIBLE WATERTIGHT 0 0 0'° p -o oO o Q ' o o 0 8" COMPACTED GRAVEL BASE COURSE '�\//////\�r %�N \ d GASKET OR SLEEVE (TYP_) 4. JOINT SEALANT BETWEEN PRECAST SECTIONS o• is o •Q O •-'a. o Q Z 6" MIN_ m SHALL BE BUTYL RUBBER. o 00 1 *12-/ � la",-C.,- p o 0 0 0: Q a o�O NOTES 90' ELL/BEND 4. . N OUTLET5. SHEWER BANHOL N FRAME AND COVER ` E E FULL MORTAR BED- 1- ALL FENCING MATERIAL SHALL BE NORTHERN WHITE CEDAR, z w ADJUST TO GRADE WITH CLAY BRICK AND SHOWN TO THE DIMENSIONS SHOWN ON THE DRAWING, U V) '' MORTAR (2 BRICK COURSES TYPICALLY, - 5 BRICK COURSES MAXIMUM) COMPACTED SUBGRADE 2. ALL FENCE POSTS SHALL BE TREATED WITH "CCA" ON ALL TYP pa �, SIDES FOR A DIMENSION OF 3'-0" FROM BUTT OF POST. .< ' L - . . °� 00 0�oa°0°o. :: .0 0o OQ ° 0 a ° Qa0 8 O 00 3. POSTS SHALL MAINTAIN A DEPTH OF 2'-10" IN GROUND AND p°�,� o 9 O op $ ° 0 O° O 8 °O O O O Ooo STANDARD DITTY FLEXIBLE PAVEMENT SHALL BE RACKED TO ACCOMODATE ANY CHANGES IN GRADE 0 O o g o� o 0 0 o 0.° ° 0 0 ° 4. LINE OF FENCE TOP AND BOTTOM SHALL BE INSTALLED STRAIGHT _ AND TRUE. ALL POSTS AND FACING BOARDS OR SLATS SHALL 12" COMPACTED BRICK CHIP AND MORTAR BE INSTALLED PARALLEL AND PLUMB. ALL RAILS SHALL BE GRAVEL OR CEMENT CONCRETE FILL INSTALLED PARALLEL AND TRUE. 5. ALL GATE HARDWARE SHALL BE DOUBLE DIP HOT GALVANIZED. COMPACTED THE CONTRACTOR SHALL SUBMIT GATE AND FENCE SHOP DRAWINGS SUBGRADE TO THE ENGINEER FOR REVIEW. Bituminous Concrete Pavement Sections 3/99 6' Single Sided Stockade Fence 8/99 Exterior Drop Sewer Manhole Type B (DSYM 3/ss N.T.S. REV LD_430 N.T.S. LD-470 N_T.S. LD-204 MANHOLE RISER W/ SEAL AROUND PIPE HEAVY DUTY FRAME &COVER W/NON-SHRINK GROUT OR COVER TO READ-SEWER- (TYP.) PROVIDE FLEXIBLE BOOT NOTES: 30" DIA. 0 ALL PIPE CONNECTIONS. ACCESS 2 - 2" INLETS 6" OUTLET 1_ BASE SECTION SHALL BE MONOLITHIC. NOTES: INv.=62.5o INv.=62.25 DETAILS FOR REFERENCE ONLY - 2_ ALL SECTIONS AND TOP SLAB SHALL BE DESIGNED FOR HS-20 T� TO BE CONSTRUCTED UNDER LOADING. `r `'• ' = 1_ ALL SECTIONS SHALL BE DESIGNED FOR "' 73/< 3- CONCRETE SHALL BE A MINIMUM COMPRESSIVE STRENGTH 5000 € € HS-20 LOADING. 3 SEPARATE WASTEWATER PSI, TYPE II CEMENT. 48" DIA. MANHOLE TREATMENT FACILITY CONTRACT - 1- - 2. COPOLYMER MANHOLE STEPS SHALL BE ,1 I 4. MANHOLE STEPS SHALL BE INSTALLED AT 12' O.C. FOR THE FULL. ALTERNATE TOP SLAB INSTALLED AT 12" Q.C. FOR THE FULL `n =-1 `D DEPTH OF THE STRUCTURE (STEEL REINFORCED FOR HS-20 LOADING) DEPTH OF THE STRUCTURE. x `' 6_ TEES `� N 5. ALL EXTERIOR SURFACES SHALL BE GIVEN TWO COATS OF 3- ALL EXTERIOR SURFACES SHALL BE GIVEN I LO �- BITUMINOUS WATERPROOFING MATERIAL. -' CONDUIT SCHEDULE j PAVED AREA LANDSCAPED AREA FINISH TWO COATS OF BITUMINOUS WATER- W 1-2" CONDUIT (TEL) 6. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE BUTYL 1 GAS BAFFLE (typ.) 2-3" PVC CONDUIT (CONTROL) RUBBER. GRADE PROOFING MATERIAL WATER TIGHT LOCKING 2-4" PVC CONDUIT (POWER) 8" 30 DIA. 8" , 1-3' PVC CONDUIT LIGHTING 4• X 4• ACCESS COVER COMPACTED ACCESS 4. JOINT SEALANT BETWEEN PRECAST SECTIONS 10 N ( ) H 20 LOADING RIM ELEV SEE GRADING PLAN 7. PUMPS OFF FLOATS TO BE SET 12-(MIN.) OFF CHAMBER BOTTOM TO COMMON FILL/ CLOSE CONDUIT WITH ( - ) PROVIDE CONTINUOUS SUBMERSION OF PUMP. GRANULAR FILL SHALL BE PREFORMED BUTYL RUBBER. ° ° a ° ° ° 9 °° ° CONDUIT SEAL ORDINARY BORROW 000 °')000o0,9,CB Ce° °°���,do 0 �0'1 • SEE 5. STANDARD SEWER MANHOLE FRAME AND 10 EXPLOSION PROOF 8_ ALARM ANNUCIATION SHALL BE LOCATED IN THE FACILITY NOTE 5 ..- -------- - 100 WATT LIGHTS ` COVER SHALL BE SET IN FULL MORTAR `3- DISCHARGE PIPE FROM PUMP TO FORCE MAIN TO BE 6" FLANGED \ 15'-3" 7-11" LOAM DUCTILE IRON_ -------- / BED. ADJUST TO GRADE WITH CLAY BRICK 12" COMPACTED GRAVEL PITCH TO DRAIN AWAY AND MORTAR 2 BRICK COURSES TYPICALLY. 5 BRICK COURSES MAXIMUM COMPACTED SUBGRADE 6 ( ) 10_ LOCATE ALL WIRING AND FLOAT ASSEMBLY TO PROVIDE CLEAR ¢ \j\ ° ° ° ° ` °/ /:S\ DEPTH AND SURFACE v o ¢m ACCESS TO PUMPS AND RAIL SYSTEM. `/ TREATMENT VARIES Q M S0c>h01n VteW c.' `.a 11_ 8- DIAMETER ANULAR RING TO BE FREE OF GROUT. VI 8" MIN. cb °05� \\� v W ¢p STEPS, SEE ° SEAL UNUSED KNOCKOUTS - - -- LIGHTING CONDUIT DEPTH VARIES z o NOTE 2 , 24-8" W/ NON-SHRINK GROUT FLOAT Luj W 23'-8" r TO Ti2EATMENT RACK Xjr\\% a o o ----------------- - BUILDING °.a SLIDE' RAIL STEELNLESS ¢ \\j ° o ° Co \ WARNING TAPE �' o o °0 - \� (WATER ONLY) Q ? LIFTING CHAIN 8" PVC INLET r, WATERPROOF CABLE INLET o: STAINLESS STEEL CABLE LICES o - \\% \i Z t3 48 DIA_ MANHOLE NOSIDE PUMP STATIONc e: ° FLOAT SWITCHES I I PIPE FROM SMH 14 /\\/ o:: \\\ LJ U L 2-2 INLETS r------I I------- 6" OUTLET o NV=55.40 \ I II I STAINLESS STEEL c WATER TIGHT LOCKING eon ' cp:._P::. \ �0 SEE NOTE 4 - 0 0 •> \/ COMPACTED T I v9 ,.• SUPPORT PIPE 4` X 4" ACCESS COVER ¢ U> \% aa:- •.-:•::_: \\� BACKFILL ----------------- I I FLOATS TO BE ATTACHED I (H-20 LOADING) ¢ $: -_' / _ FLEXIBLE WATERTIGHT tl� aQ i\j•' 3.0p7 ..:`q`' \% 1 WITH STAINLESS STEEL CLAMP p�U ao /\\/ ' _ g"` \\\/�` HAND TAMPED HAUNCHING C GASKET OR SLEEVE \� I I WITH POLYPROPYLENE SADDLE 'o: 2" PVC SC" 80 / Z I a FORCE MAIN INV.60.0 Cf ° \\� COMPACTED BEDDING U 0 OUTLET I I I I 8" SDR35 PVC INLET INV.= 55.40 \i�\ \:o•-o O. \\ -I- KNOCKOUT7 8" SDR35 PVC INLET INV.= 54.30 v' W :° (NP) L- J L- -J e FLANGED PIPE / �� C P ---- ---- _ �p rn r r" _ � DIA_ t HIGH WATER ALARM & / io 18 z w k VARIES 4" VENT TO ROOF 4" VENT TO ROOF LAG PUMP ON EL=53.75 2 - 2" PVC 1 COMPACTED m 72 - --7n )� View p I FORCE MAINS , (TYP) SUBGRADE � TYP. -". :��,. .. NOTES: LEAD PUMP ON EL=53.05 c v ° REINFORCED CONCRETE Q�Q TO SETTLING TANK ' 1. PROVIDE OVER EACH OPENING A 26" DIA_ CAST IRON FRAME & COVER • e DUPLEX PUMPS RAISED TO FINISHED GRADE WITH 48" DIA. MANHOLE RISER SECTIONS. d'�`'''`.°4 °-:bU' -``` aV` 'o0�a ..,.o. t •_ .; t90'... a. FLOAT SWITCHES CT INCREASER _ b o Ate: 2.ALL TEES SHALL BE SCHD 40 PVC_ . .b °° 3.FILL WITH WATER BEFORE REMOVAL OF DEWATERING MEASURES. IEAd PUMP OFF EL=49.T5 va /�P4d5S�',C €f�ISTTS DP�. TT; 11T (�� o Q'o•g'o °•..a. ALL PUMPS OFF/ LOW WATER ALARM EL=48.9 P: : a 1' i °��+ 0 �F�LL t-1, P dT (~TIOI� 4_PROVIDE ANT(-FLOTATION COLLAR AS REQUIRED. SHELF TO BE BRICK ARCH INVERT TO BE CONSTRUCTED 5_CONCRETE-5,000 P.5.I. MINIMUM STRENGTH @ 28 DAYS BOTTOM FI =47.9 - B"MI ` LAID FLAT AT A WITH CLAY BRICK LAID AS 6-STEEL REINFORCEMENT - ASTM A-615 GR. 60. 12 Q v I e CONCRETE FILL 8- PVC INLET 'JAN SLOPE OF 1"/FOOT STRETCHERS AND ON EDGE. s^ PIPE FROM SMH 9 i • LLI 7.SEAL CONSTRUCTION JOINTS W/ 1" DIA. BUTYL RUBBER OR EQUIVALENT. 72- 12" 72` INV_=54.30 GRAVEL COMPACTED BRICK CHIP AND 8.SEE PLAN FOR INLET', OUTLET AND VENT ORIENTATION- z �' PLAN V15V GRAVEL MORTAR OR CEMENT 9_SEAL UNUSED KNOCKOUTS W/ NON-SHRINK CEMENT GROUT. CONCRETE FILL 10_TANK SHALL BE DESIGNED FOR HS-20 INCLUDING LOADING 12 CRUSHED STONE COMPACTED SUBGRADE DUE TO RISERS AND SOIL COVER_ 11. DIMENSIONS GIVEN FOR GENERAL INFORMATION ONLY. ACTUAL DIMENSIONS MAY VARY SEE SHOP DRAWINGS FOR FINAL DIMENSIONS. Utility 'Trench 3/99 Sanitary Sewer Manhole (SMED 3/99 11,000 Gallon Settling Tank Lit Station (LS-1) 12/99 N_T_S_ REV LD-300 N.T.S. LD-200 N.T.S. N.T.S. LD-223 CONDUIT FLOAT SWITCH 6"SDR35 INLET -- NOTES: 0 DEP TEAM COMMENTS 9 11 01 f f 'I No- Revision Date Appvd. �� 1. BASE SECTION SHALL BE MONOLITHIC. FLOW I I Designed by Drown by Checked by I 1 I 2_ ALL SECTIONS AND TOP SLAB SHALL BE DESIGNED FOR HS-20 LOADING_ CAD checked by Approved by 48' DIA_ MANHOLE ANTI-FLOTATION CONCRETE SLAB RISER (TYP) AS REQUIRED L-- --J 3- CONCRETE SHALL BE COMPRESSIVE STRENGTH Scale As Noted Date 7/24101 INV. ELEV 4000 PSI, TYPE II CEMENT. 6" RISER & VENT SCH 40 PVC OUT=56.20 Project Title PAINTED BLACK INV. ELEV. 4. MANHOLE STEPS SHALL BE INSTALLED AT 12"" 0_C_ C�LtAlt Landing WITH BUG SCREEN 17'-0" IN=56.45 FOR THE FULL DEPTH OF THE STRUCTURE_ ��T 16'-0' 6- IN --- -- -- - -_ - - 6" QUTLE Plan ViewU___L4- VENT TO ROOF 5. ALL EXTERIOR SURFACES SHALL BE GIVEN TWO YV aStewC�ter Collection CX. ! COATS OF BITUMINOUS WATERPROOFING MATERIAL. 6° INLET t� ALTERNATE ALTERNATE n 6` OUTLET _a { -INLET OUTLET-�I I FLOC ��` 6. JOINT SEALANT BETWEEN PRECAST SECTIONS T�'eat]Ctlellt Facility VENT-�- FLOW TWO(2)EXP.PROOF LIGHTS WATER TIGHT LOCKING SHALL BE BUTYL RUBBER, f (too WATT LIGHTS) ( X" 4"ACCESS COVER Barnstable M�SSachllSe�7S ---\ (H-2o LOADING) 3' (TYP) % ' \ I I i i �l' o RIM ElEV SEE GRADING PLAN 7- WATER TIGHT SEWER MANHOLE FRAME AND COVER j PITCH TO DRAIN PITCH TO DRAIN SHALL BE SET IN FULL MORTAR BED- ADJUST TO Issued for € GRADE WITH CLAY BRICK AND MORTAR (2 BRICK [([ ;...\\tC: �. of b O - BRACKET � COURSES TYPICALLY, 5 BRICK COURSES Groundwater Discharge Permit I LOAM AND SEED I -- r r� �` ` ---� I `D I `' _ - - MAXIMUM). / \ \ .� 00 FINISHED GRADE REINFORCED CONCRETE I f Ir I I \I if I e a 8. ALL PUMPS OFF FLOAT TO BE SET A MINIMUM { 12" - STAINLESS STET1. l I I IN PROVIDE == x _- =-•- CONTINUOUS SUBMERSION OF PUMP _ _.. L__--_---._-T --, - .__-- -J -L WATERPROOF CABLE SLIDE RAIL OM TO I M N INLET INV 62.0 NO CABLE SPLICES ®.� INSIDE PUMP STATION STAINLESS STEEL _ - _ ° � FLOW � LIFTING CHAIN L _ - = - - CONCRETE BACKFIH °• STAINLESS STEEL. 2- PVC Drawing Title 3,000 PSI MIN. �. p...:°:-q .; p;.-.'c•. �.°'..:' .:o ,. ,. p..:�I...�:.°:,, o ,-: SUPPORT PIPE SCHEDULE SO PIPE 9_ ALARM ANNUCIA710N SHALL BE LOCATED !N THE g _ _ FfH2CE MAIN( ) INv-so.O FACILITY. °a b: 30" DIA. OPENING aQT o . .°° o .-.. . ° O p:9•.G `.:j a ..{,�°.�:o © o q.. Q ..n �°• o•. Q °,. o.. `CP, o. `•'`'- ° FLOATS INBE ATTACHED -, (TYP) SEE NOTE 1_ /ri/j: / i/v/v/ %i/ '/ �/ �f\� �/ rr - '/ `�� °�/ // WTH STAINLESS LENE CLAMP �6- LAG7-9"��\i�\i�\ 6 `�\j�\�\ �MTH POLIPROPYLENE SADDI£ 10. FACILITY WILL BE EQUIPPED WITH EMERGENCY/ / PUMP ON & GENERATORS_ THEREFORE THE STORAGE TANK < 12 COMPACTED GRAVfl.BORROW I HIGHWATFR ALARM EL=59.55 DRESSER COUPLINGS DOES NOT HAVE AN ADDITIONAL 24 HOUR ' Plan View COMPACTED SUBGRADE FLANGED PIPE EMERGENCY STORAGE_ Deta1lC, f B 11. CONTRACTOR TO VERIFY.GROUNDWATER ELEVATION IJ g LEAD PUMP ON a.=52-55 CONNECT O NECRETO SYSTEM COMPONENTS Section View BY FIELD TEST PRIOR TO INSTALLATION. NOTIFY DUPLEX PUMPS ENGINEER IF RESULTS ARE DIFFERENT. LEAD PUMP OFF EL=52-25 I NOTES 12- LEAD PUMP ACTIVATION WILL BE BY TIMER, WITH j 1- ALL SECTIONS TO BE DESIGNED HS-20 LOADING_ ALL PUMPS OFF(EMERGENCY) LEAD PUMP ALTERNATING_ LOW WATER ALARM EL=52.0 c� Z 2 PROVIDE EACH OPENING N7TN A 3O` DIA_ CAST IRON FRAME & COVER 12' Drawing Number BOTTOM EL=510 RAISED TO FINISHED GRADE WITH 48' DIA- MANHOLE RISER SECTIONS. MIN - 3. ALL TEES SHALL BE PVC. N °0000 000000 0 0 0 0 0 0 .0 0 00 0 0q0 0 0 0 o CONCRETE FILL €! a o$ ° o o o t o °d> C6b Cb° °o 0 $ o o °O O 00 o ow o�o° 4. FILL WITH WATER BEFORE REMOVAL OF DEWATERING MEASURES. ( OF , 5. ANTI-FLOTATION CALCULATIONS TO BE SUBMITTED BY ENGINEER_ v-a- 12- CRUSHED STONE Section View � � G.C-8 j � FR fs I 4,000 Gallon Precast Concrete Grease Trap In-'Tank Pump Station and Valve Chamber (22,000 Gallon Equalization Tank and.DosingChamber) �27�1� � Sheet$ of 'dent Pipe Detail 8/99 CIST 4000pcgt A N.T.S. N.T.S. REV LD-224 , K � L p_ Project Number I REV N.T.S. /, [' 05162 f \Wastewater-Zenon\05162det.dwg I i R1 _ i I I Vanasse Hangen Brustfin, Inc. Transportation Land Development i Environmental Services NOTES: 101 Walnut Street,P.O.Box 9151 - ` 36" DIA_ FRAME AND DOUBLE COVER Watertown,Massachusetts 02471 1. BASE SECTION SHALL BE MONOLITHIC FLOAT SWITCHES // \ 47 X�4' ACCESS COVER TIGHT LOCKING CONDUIT TO TREATMENT BUILDING LEBARON LE386 617 9241770 FAX 617 924 2286 2 ALL SECTIONS AND TOP SLAB SHALLBE DESIGNED FOR HS-20 LOADING. (H-20 LOADING) 3. CONCRETE SHALL BE A MINIMUM COMPRESSIVE STRENGTH 5000 PSI, - TYPE II CEMENT. / I L- _J I FORCE MAIN 4. MANHOLE STEPS SHALL BE INSTALLED AT I TO CH 12' O.C. FOR THE FULL DEPTH OF THE 6" FORCE MAIN AREAS STRUCTURE 6" IN 5. ALL EXTERIOR SURFACES SHALL BE GIVEN 4" DRAIN FROM - TWO COATS OF BITUMINOUS WATERPROOFING - - ---- VALVE PIT MATERIAL 6. JOINT SEALANT BETWEEN PRECAST SECTIONS , GATE VALVE SHALL BE BUTYL RUBBER. _ - 7- PUMPS OFF FLOATS TO BE SET 12"(MIN-) OFF �' `tom 6" FORCE MAIN I FORCE MAIN CHAMBER BOTTOM TO PROVIDE CONTINUOUS TO SUBMERSION OF PUMP. I PRESSURE I I AREAS CH 8. ALARM ANNUCIATION SHALL BE LOCATED / 10• GAUGE (TYP.) IN BUILDING AT MONITORED SECURITY AREA L-- -- - --- I 9. DISCHARGE PIPE FROM PUMP TO FORCE MAIN \ TO BE 4" DIP PRESSURE PIPE / 10. LOCATE ALL WIRING AND FLOAT ASSEMBLY TO / 6 PROVIDE CLEAR ACCESS TO PUMPS AND RAIL SYSTEM. 11. 8" DIAMETER ANULAR RING TO BE FREE OF GROUT. PUMP STATION PLAN VALVE CHAMBER PLAN N.T.S. TABLE OF DIMENSIONS N.T.S. BENDS B C D E F BENDS B C D E F 6" 111/4" 8" 15" 12" 24" 12" 6" 45' 8" 30- 12" 24" 14" CONDUIT SCHEDULE 6" 221/2' - 19' ^ 13" 6 90' " 30" ^ - 27 1-2" CONDUIT(TEL) WATER TIGHT LOCKING 8" 111 4" ^ 20" - - 12" 8" 45" 4' X 4' ACCESS COVER / 30 24" 2-3" PVC CONDUIT CONTROL) $" 221/2- - 22" 17" $" 90' " 38" " 36 2-4" PVC CONDUIT POWER) (H-20 LOADING) RIM ELEV SEE GRADING PLAN DRESSER COUPLING TYPICAL 1-3" PVC CONDUIT (LIGHTING) ON FORCE MAIN PIPING 12" 111/4" - 30" - " 15" 12" 45' - 40" - - 40" CLOSE CONDUIT WITH RIM - 65.0f 12" 221/2' 1 35" 25" 12" 90' 1 1 60" ^ 1 52" 1 CONDUIT SEAL 2-EXPLOSION PROOF RIM=64.5t 100 WATT LIGHTS 30" QlA. FINISHED GRADE BENDS ACCESS PITCH TO DRAIN AWAY \j E / LOAM \ \\// GRADE TO DRAIN .a \\� C D :[F "MIN. 8" MIN. :o TWO (2) EXPLOSION PROOF 100W LIGHTS LIGHTING CONDUIT UNDISTURBED RAflKT -STAINLESS STEEL SLIDE REINFORCED CONCRETE SOIL TO 7REATMENT RAIL SYSTEM a: BUILDING STAINLESS STEEL _ �A��H PLAN SECTION 1-1 LIFTING CHAIN .a 6"MIN-� N OLE STEPS AT 12- O.C. ,-FLANGED 6" DUCTILE IRON PLUG VALVE WATERPROOF CABLE INLET REINFORCED CONCRETE NO CABLE SPLICES e' FLANGED 6" DUCTILE IRON SWING CHECK VALVE TABLE OF DIMENSIONS INSIDE PUMP STATION FLANGED PIPE TEES G H I i TEES G H I J ova FLEXIBLE CONNECTOR DIP FORCE MAIN 6" DI FORCEMAIN 1-6" SCH 40 PVC INLET INV.=60.0 2- PRESSURE ; (TYP) 6"x 6"x 6" 12" 24" 24" 18- 12"x 12"x 6" 12- 24" 24" 18" INV-=56-7 GUAGES (TYP.) INV ENV= 57.0 8"X 8"X 6" - " STAINLESS STEP_ CONTINUOUS 12"x 12"x 8" 24" INV pJ:V BY SITE 8"x 8"x 8" " 24" 12"x 12 x 12 36 36" SUPPORT PIPE 56-9 P1TCR UMpA14`FOl-D CONTRACTOR FLOATS TO BE ATTACHED 4" PVC DRAIN cL SEWER WITH STAINLESS STEEL CLAMP INV.-54-5 TEES- WITH POLYPROPYLENE SADDLE SUPPORT ad PIPE PRESSURE PIPE COUPLING 6" MIN o➢ 4' LENGTH OF 6" DIP 4" DRAIN TO PC t2" \\/ / HIGH WATER ALARM & ( ) MIN. FURNISH AND INSTALL LAG PUMP ON EL=54-25 '-• INV= 54J 2 \ 2 f / I LEAD PUMP ON EL=53.55 RESTRAINED DRESSER COUPLING G H \ 4" FLAP VALVE 12 6" PIPING. VALVES AND FITTINGS = -// _ / \ +' '\ DUPLEX PUMPS INCREASER (TRANSITION DI TO C900) \: FLOAT SWITCHES \,� \\� LEAD PUMP OFF EL=48.95 12" COMPACTED UNDISTURBED GRAVE[- BORROW ALL PUMPS OFF/LOW WATER ALARM EL=48.7 SOIL 12' PLAN SECTION 2-2 BOTTOM EL=47.6 B"MIN. 12 . h . .' CONCRETE FILL NOTES: 1. PROVIDE BLOCKS FOR TAPPING SLEEVES, DEAD ENDS, GATE VALVES, 12 -F AND VERTICAL BENDS (SAME SIZE AS REQUIRED FOR TEES). PROVIDE ANCHOR RODS AT VERTICAL BENDS AND GATE VALVES. 12' CRUSHED STONE 2. CONCRETE SHALL NOT BE PLACED AGAINST PIPE BEYOND FITTING. 1`pp Station Simon Valve Cbmnber Section 3. CONCRETE SHALL BE 3000 PSI-TYPE I Concrete Thrust Mock 3/99 Pressure Dosing Station N.T.S. LD-26 o N.T.S. A P P E D MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION SEE PRESSURE DOSING date`A - � � DETAIL FOR LIMIT OF WORK BY SITE CONTRACTOR PROPOSED GRADE VARIES 62.5 TO 65.0 FILTER FABRIC EXTEND 3' BEYOND 2"" RIGID BOARD INSULATION (TYP.) WASHED STONE H VARIES STONE ALL AROUND TOP OF STONE = 61.58 IQ THRUST BLOCK (TYP.) AT SEE PAVEMENT SECTION 3" VENT 21b' PERF. 1 " TO 1/2" ALL CHANGES OF DIRECTION 21/2""x21/2" ELBOW -\ (FULL LENGTH) PVC LATERAL r 3 TRIPLE WASHED PEASTONE v to INV. = 60.0 s 16" 3/4" TO 11h_" TRIPLE A- ,ti p` BOTTOM OF STONE 59.0 WASHED STONE 21h""PVC RISER ♦ o�,� 3" VENT LINE (TYP_) MANNFOLD CAP 72' STONE (TYP_) a�n �F� (FULL LENGTH VENT EVERY ♦ 9/ 3RD ROW - 6' LONG VENT A ::�n ALL OTHER ROWS) INV. = 57.5 I o L 8"x8" 3" TEE -_-_ - _ w (20 F ER BED) F RCE MAI _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _--- - -- - - " 0 i -- ---------- ---- SLOPE BACK TO , ------ - ---- - --_ -T� MANFOLDCINV=57.5 (TYPICAL) L __-- -- - ----- ---- PUMP CHAMBER ------ ----- ---_-__ I I` 1.5` 3' 3' 3' 3' 3' 3' 3' 3' 3' 3' 3` 3' 3' 6" VENT 1 - TgE- ' -------- -- --- 6" VENT ' -- --- ----- ---- MANIFOLD I -------------------------- ---_------ = - ------_------- ___------ --_-------- MANIFOLD oW I I I 3 3 3 1.5 ------- ------ ---- ' 1 -- ---- --- DEP/TEAM COMMENTS 9 11 01 LL L ----- -------- - --- ' 60' No- Revision Date Appvd. 1 - - - _-_-_ - _ -_-_ _-_ � r - - - --------------- ----------{- Q - -------------------------- p Designed by Drawn by Checked by I ------------- ---- II ' / ,J ------- ---- ten.--- 7 -- ---___ SECTION A- A W --_- ------1� -- ---- f -- - --- --- 1 CAD checked by Approved by Ld -------- _-----_---- --------- = s - ----------------------- _ 1 O ` ---- ------ ---- U- --___ ---_---------- ---- - ----------- J�-- - 1 Scale 7/24101 - A 6' 90" ELBOW INV=35 TYP a - o;� --- 1 S Noted VENT W o r ------ ---- ( ) y _ __ _ _ _ _ N--_-_-_ I t Title------- --- - `° L _----_---72"-21h" LATERAL----- ___ / ----------- ISLAND I ---- _ __ __ --------- 6_X8" INCREASER (TYP-) ------ ------ _-- -- 7 B r ---"-"--- s=o.000-- ---- B (TYP.) �''` ------ ---- -- ---_-�_ �OtllltC11� $"X8" TEE TYP_ i ---_-_�-----_-_- -------- = ! `� --------- --------- -=-- Z - -------------- -- ------ -- ---------- -'-- - _ 1 =--__- _ _ ------ - --- - ------ 'WastewaterCollection & _ _____ ---- ----- - - ---_ - VERY THIRD ROW) ----_ --- --------- - - ------------------------- ±---- -----__ '� -�- (E _ w o ° 3'" PVC (SLOTTED - ASTM PROPOSED GRADE (VARIES 62.5 TO 65) Leatment Facility A PLACE 8'xS'x2" RIGID VENT IN D-2729 - 2000 PSI) �B1I1S�a� e, Massachusetts INSULATION BOARD ISLAND 6"x6"x3" TEE (TYP_) OVER RISER ------------ Issued far - I v' STONE 6"" PVC VENT 3" PVC VENT (TYP.) (FULL LENGTH VENT SHOWN - SEE PLAN FOR 6' VENTS) 1, MANIFOLD VENT INVERT = 61.21 Groundwater Discharge Permit I i o o 1/4' HOLE 1/4 PERF. AT 4 O.C. (18 REQUIRED) I I I I 211Z PERFORATED O O CAP LATERAL ALTERNATING AT 5&7 O'CLOCK POSITIONS I I I LATERAL O o o LATERAL I=60.0 I I I CAP o a 21/2" LATERAL (TYP.) i 60'x72' I I 60'x72' I CAP (TYP Drawing Title I I 6- SOLID PVC 3"x21h"" REDUCER RESERVE I i RESERVE I VENT MANIFOLD I LEACHING AREA � I LEACHING AREA i 6"X6��X3�� PVC TEE I=57.5 x3"" TEE 6" VENT I END OF FIELD Details I I I I TO SURFACE I ' I VENT & END CAP I ( I I 72. I-------------------I I------------------I DETAIL. Drawing Number SECTION B- B VA OF G.C-9 F cis _ Leaching Fief Disribution Leaching Field Distribution a�H, �' Z Sheet of F6� �o <. 9 N.T.S. N.T.S. ` iF. � Project 05162Number \Wastewater ZenonNO5162det.dwg 14 GA. WELDED P.M. 14 GA. WELDED P.M. FRAME GROUT SOLID 14 GA. WELDED P.M. / \ FRAME GROUT SOLID TYPICAL FRAME TYPICAL ROUT SOLID / \ TYPICAL w / (2) 14 Ga. INSULATED (R-1 MIN.) 16 Ga. INSULATED (R-1 MIND HOLLOW METAL DOORS HOLLOW METAL DOOR DOOR SIZE: 3'-0' X T-O" X 1 3/4" DOOR SIZE: 3'-0' X T-O" X 1 3/4" DOOR HOLLOW O TAL6'�8"X 13/4" 23 \ / PROVIDE HARDWARE AS LISTED Ix N \ /\ / I - SCHLAGE #B660 DEADBOLT LOCK W/ PROVIDE HARDWARE AS LISTED Q (1-PIN KEYED W/ INTERIOR THUMBTURN) PROVIDE HARDWARE AS LISTED 52'-8" I - HAGER CAST DOOR PULL u1N I - BEST CYLINDER LOCK - (I-PIN KEYED EACH FACE) MOUNT AT INTERIOR I - BEST CYLINDER LOCK - (1-PIN KEYED EACH FACE) 25'-4" 2'-O" 25'-4" d' ENTRY DOORS I EACH - SCHLAGE HEAD t FOOT FLUSH ENTRY DOOR I i/2 PAIR HALER BUTTS - FBBIl9 x 4 I/2" x LAVATORY 1 1/2 PAIR HAGER BUTTS - FBBI19 x 4 1/2" x F.O. CNNV BOLTS AT INACTIVE LEAF 4 i/2" x NRP x US26D q I/2" x NRP x U5260 24" X 18" LOUVERED DOOR: O I - HAGER #835P CONT. ASTRAGAL AT DOORS: O O I - LCN CLOSER - 4111 X CUSHION STOP x AL. DOOR: O 1 THRESHOLD - REESE #5413A AIR INTAKE VENT ACTIVE LEAF I THRESHOLD - REESE #5,413A 3 PAIR HAGER BUTTS - FBBI19 x I SWEEP - REESE u101AC Q 4 1/2" x 4 1/2 x NRP x U3260 I SET WEATHERSTRIP - REESE #169A 2'-0' 2 - GLYNN-JOHNSON - 10H SERIES HOLD 12' ------- OPEN/STOP SEE HI t A BELOW FOR HEAD/JAMB DETAILS C.M.U. -f 14 GA. WELDED P.M. WALL LIMITS O CONCRETE " W I THRESHOLD - REESE aS43A ROUT SOLID WALL BELOW ALL AROUND,HIGH HANDRAIL I r I SWEEP - REESE ><101AC p TYPICAL — — — — — — — — — — — — — — — — — — — � — — — — — — — — — — — — — — — — — — — — 1 SET WEATHERSTRIP - REESE u169A DOUBLE GLAZED WINDOW _ _ _ _ _ _ _ _ _ _ tVLi SEE HI t A BELOW FOR HEAD/JAMB DETAILS 16 Ga. INSULATED (R-1 MIN.) HOLLOW METAL DOOR DOOR SIZE: 3'-V X 1'-0" X 1 3/4' 1 " SHIPS LADDER p RECIRCULATION I I 12 C.M.U. PUMPS, SEE PIPING I I WALL c ON It. TREADS p DRAWINGSTTT / DOOR �'�� FRAME TYPES PROVIDE HARDWARE AS LISTED q'_D■ I A-� I SUMP PIT, SEE I I p •i PIPING DWGS. i i- I - BEST CYLINDER LOCK - f1-PIN KEYED EACH FACE) - - - SCALE: 1/4"-1'-0' BLOWER RM. 1 1/2 PAIR HAGER BUTTS - FBB119 x 4 1/2" x 4 1/2" x NRP x U526D DOOR: 5O 1 - LCN CLOSER - 4111 X CUSHION STOP x AL. W p DIP I THRESHOLD - REESE #S413A TANK SWEEP - REESE #101AC jW ° I SET WEATHERSTRIP - REESE R169A pw 6'-0" 10'-0" 10'-0" 3' q'-O"' I ° to< i'-O" -O" I'-O" 1 XZ Z . II-Q of =pc - - - 1/4" x 2" x 8" LONG ADJ. BENT STEEL c° Q W~ x� <901 STRAP ANCHORS, MIN. OF 2 EA. JAMB, , i qV P 4'-O" 3'-2" THRU WALL FLASHING STAGGERED it AERATION AERATION z< 1.z 11-111,_W1 WEEPS s 2'-8' O.C. TANK I TANK Z r O I ZQ dV =z V I O O v f GROUT CELL SOLID Lc _Z = N�; Cl w C.M.U., TYPICAL 6 RE-BAR EACH I PLATFORM W/ V- " GALV. r 4 GALV. STEEL GRATE 0.0 N r JAMB. TYP. - v wo 0. w - STL. LINTELS, SEE i^.i STL. RAILING, SEE SITE DWGS. : ) STRUCT. DWGS. I' , i _ �z Ow v i �• E—C.M.U. WALL, TYPICAL u v Qa C.M.U. WALL. TYP., Zl :. ; w0. �q -F- FINISHES VARY v p dN XZ (3) ANCHORS. TYP., - SEALANT EACH SIDE EACH JAMB r ,. P ■ V C,4 Q PRESSED METAL (WELDED) cr R O v FRAME, GROUT SOLID, TYP. CONT. SEALANT EACH SIDE, TYP. ° 25'-1" ,J q'-6" 20'-1" STAIRS 3 s co Gn " \ PRESSED METAL FRAME, Cl2 x 20.1 STL. CHANNEL FRAME, v � O STARER F�4 DEEPL 2 u+ 2 GROUT SOLID. TYP. 12-8GROUT SOLID NTAINMENT a N 300 GAL.115/IL" 3/4" DIA. STEEL ROD BURGLAR I'-4" '-3" 1'-I" .9` SIN s0 TANK 5 3/4 5 3/q" BARS G" O.C. EACH WAY $ - M.O. - /�• - - v - 0.p - 3 9 S 10 .I S. C.M.U. WALL in w0 1'-O" ._ ■ �z M.O. PUMP STATION 9 O tea- CONTROL PANEL H1 HEAD DETAIL, TYP'. JI EXTERIOR JAMB, TYP'. rJ2 `II VENT JAMBIMEAD � DOUBLE IEGLAZEDW� � UW SCALE: 1 1/2' - I'-O" Ate) SCALE: 1 1/2' - 1'-0' A SCALE: 1 1/2 1'-O" ; 2' DEEP PIPE 45°-O' �`W ,• WALL U. 4 ►- I r t TROUGH W/ GRATE O A-� V.C.T. FLOORING I'X2' VIEW WINDOW OVERHEAD DOUBLE GLAZED Bi EYESHOWWASH ER 1 LAV fi p c� O O J. X 30" LOUVERED O _P F.D. (-I/4')® g �•� AIR INTAKE VENT Q 2VENT BLOWER ROOM v WATER HEATER - INTAKE24"AX 24Rs 0 N aL - C 12' C.M.U. o INTAKE VENT N LL a WALL O O ROOF CURB SUPPLIED BY ^ ■ R-11 F.G. BATT HVAC CONTR.; INSTALLED r O INSULATION i BY ROOFING CONTR. EM4 - RUBBER OR URETHANE ROD STOCK �i� ADHERED IN PLACE L1'-C V-4" 1'-8" PROVIDE 2'-0" WIDE X A 6'-O" HIGH X 2" THICK "SURE-SEAL' BONDING ADHESIVE SOUND INSULATING 2 PURR OUT WALL 4" ^ O "ELASTOFORM" FLASHING W/ LAP SPLICE PANELS (SPACE AT r�l " E- SAL" SPLICING CEMENT NOTE: MINTERMEDIATE ERTI AL GALV. #9 EXPANDED METAL 4 O O.C., TYP.) SUR S S C G C MAXIMUM VERTICAL eALL "SURE-SEAL" INSEAM SEALANT RAIL SPACING N07 TO EXCEED 5'-D" 5 RAIL HOPEN OPENINGS.SEE DETAIL Ej (1/2' FROM FLANGE)" 1 1/4' 4' O.D.OSTSLV.TYP. PIPE A-3 A-� 24'-8' 6'-4" 21'-8" A-3 31 SURE-SEAL LAP SEALANT "((LMiN ASPHALT ROOF SHINGLES M.O. ,_ " 00 52 8 L �aT� N 3/4' COX PLYWOOD _ NORTH 44 SHEATHING W/ 15 lb. O FELT BLDG. PAPER in .�e WOOD FRAMING AS REQ'D., CURB OPN'G. SEE STRUCT. DWGS. KT*'I'\ r-L00R PLAN O 1 SCALE: 1/4' - 1'-0' NOTE: u, w M� EXACT SIZE OF ALL ROOF OPENINGS FOR FANS. HOODS ETC. MUST BE VERIFIED W/ HVAC CONTR. - SEE STRUCT. DWb'S o 0 0 0 A O O O O A ALUM. CURB rLASHINC� ..... ..................... a SHIPS LADDER W/ 'SAFE T METAL CO." CARLISLE DETAIL NO. U-5-D SCALE: 1 1/2'-I'-O' TREADS OR APPROVED EQUAL ••••.......•.,•......•..••....••.•. • ••I..............I..........I...... ......••••• .......•••••• AND SHOP FABRICATED LADDER I W/ 1 1/4" O.D. HANDRAILS TO .............................. CLEAR TOP OF GUARDRAIL. ....... . ..................................... .... .. ............................... FABRICATOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION. (16) 8' D. X 2'-0' W. STL GRATE ..... .................................................................. . .......... TREAD EQ. TO MOD. NO. 1 1/4' O.D. STL. PIPE HANDRAIL .... .......... ................. .... .. ................... ASPHALT ROOF SHINGLES SC-1 BY SAFE T METAL CO. WELDED TO CHANNEL STRINGER ..................... .... .......... ..................... ... .......... ..: f{ MCIOx8 ER STL. CHANNEL FOR MOUNTING HEIGHTS OF C ALL FIXTURES ...... ...... SEE DETAIL A_I .• .. ••• f FIN. CLG. \ I EF-31 EL. +12'-6' .io ..................... ...........''I............. SLOPE..........,,., SLOPE F.R.P. OVER CURBED OPENING, 20" X 20" EXHAUST DUCT 1/2' M.R. GYP. SEE DTL. WALL BOARD, FULL HEIGHT p w ............ ............... ... ...... GRAB BARS AS ... ...... ..........I.......................... �- — -1 A-I r — -I EF-4 L PER CODES 2'x3' MIRROR IN I EF-I I EF-2I SEE DTL. ~ K ................. ............... CURBED OPENING, S.S. FRAME L - L - A w z ..................I.......... TOILET TISSUE D15P., TYP. 20" X 20' EXHAUST DUCT 20' X 20' EXHAUST DUCT '4-I 10" X 10' EXHAUST DUCT N —WRAP TRAP t ..... .............................................. cv H.W. LINES W/ ................. REVISIONS OIL FIN. FLOOR - PIPE INSUL. � I 8/I5/OI EL. +64'-6" 4 ..... ....... 2 HQ 3 �- v . , IYQ u, p0 CONT. RIDGE VENT PREMANUFACTURED 2'-0;.. 4 V 2'_O■ � p CUPOLA, TYP. � �a Z ........ ................. ....................................... 5 B INTERIOR ELE 40■ �� 6 P ........................... ................ .............................. SCALE: I/4"-I'-0" ....... ........................... ......................:. .... ... . , m CLIP ANGLE TO ..... . .I........................ ......................... . P FLOOR SLAB .... ................. . ......... ..... DRAWN BY: B.W.M. Icr CHECKED BY: D.A.C. 0 ..... ... ........................... _ i 0 ............ ........... DATE DRAWN: 1/3/01 rD LADDER/GUARDRAIL DETAIL ............................ ..... .. .... .................... . .. ............... .. ........... .. ................................ .:......I. ..... DATE ISSUED: 9/1/01 A MIRROR I � � SCALE: I/2"-i'-O" Q SLOPE ..............................SLOPE... ...................................,.......... SCALEs AS NOTED U ... ............ ...... . ................................ ......... ............................. .I... ...I.. ............ ....... ..... ...................... ........................ .......................... .... JOB NUMBER: 98 g Q 12" 54" s SIDE Q 6" 42" S REAR .......: .......... .................. ARCHITECT'S I SEAL. I .. r,tin,e i ASPHALT ROOF SHINGLES �. . .. a GRAB BAR ........ .................... �.., T i P 1 1/1' D.D. PIPE ' R L. T. DS GENERAL NOTES or ....... ........... ...................................... ... ............................... z ¢ v RAIL AND POSTS ACORN NUT . • 1/4' m BOLT s ...... . ...... . .......... ........... ....... . ..... . ..................:.......................... j s. 2'-0' O.C. a SEE STRUCTURAL DRAWINGS FOR SIZE AND TYPE OF ALL STEEL FRAMES REQUIRED FOR ROOF """""""' """' " ' ' ' ' ' - I" x 1/8" STEEL I" x 1/8' STEEL OPENINGS AS WELL AS THEIR LOCATION ....... . .... .................. ............. BAR FRAME (PAINT) .................................. . .............. 3 O BAR STRAP BOLTED . ........ ..... . . ....... .... .................... ..... ............ ..... ..... � .' •�� %�. _ NOTEs WELDED TO PIPE TO FRAME t 0. MAX. FRAME VERIFY ALL MOUNTING HEIGHTS WITH ALL FLUE HOOD t FAN SIZES INDICATED ARE ...... ........ ........ ,.......,............ ........................ .. ........... ... . 0) APPLICABLE BUILDING CODES EXPANDED METAL ROUGH OPENINGS THRU ROOF. VERIFY SIZE AND MESH (PAINT) LOCATIONS WITH HVAC CONTRACTOR. ...... .... .. ..•... .. .. ....... ....... .... E ER'S SEAL I � w PLUMBING VENTS (BY PLUMBING CONTRACTOR) ARE NOT SHOWN FOR CLARITY. I rc MOUNTING DETAILS DETAIL FOR NUMBER AND LOCATIONS SEE PLUMBING A F R DRAWINGS. SEE DETAIL THIS SHEET FOR FLASHING SCALE: 1/4"-I'-O" A " 0. SCALE: 3 = I O CONDUIT AND PIPE OPENINGS ARE SHOWN ON PLUMBING, 2 ROO1= PLAN HVAC. AND ELECT. DRAWINGS. SEE DETAIL THIS SHEET i FOR FLASHING. IxA SCALE: 1/4' = 1'-0" F ui HOODS ETC.FOR R O ALL ROOF RIF ED IN iS FOR FANS, -' MASSACE-{USETTS DEPARTMENT OF ENVI .ONMENTAL PROTECTION SHEET NUMBER Q f] o q __date fl�A - 7 2002 _ GA=l i 0� w 0 a PREMANUFACTURED CUPOLA EQUAL TO STANDARD MODEL #42-C W/ #151-H WEATHERVANE BY WEBB CO. AS DIST. CONT. RIDGE VENT BY THE BROCKWAY SMITH CO., ANDOVER, MA CONT. RIDGE VENT TOP OF RIDGE EL. +92'-2• _-- _ EXHAUST DUCTS. SEE — _ ASPHALT SHINGLES OVER 3/4' MECH. DWGS. CDX PLYWOOD SHEATHING ASPHALT SHINGLES OVER 3/4" CDX PLYWOOD SHEATHING 12 4 IX8/IX4 WOOD RAKE TRIM, f_3 PAINTED, TYP. IX6/IX3 WOOD FASCIA TRIM TOP OF MASONRY TOP OF MASONRY EL. +80'-L" EL. +80'-6" INTAKE VENT W/ IX6 WD. TRIM, PAINTED, TYP. O O u. FLUE OPENING a 10'-L" A.F.F.. SEE MECHANICAL DWGS., (3) TYP. CLAPBOARD SIDING E—IXI2 WOOD HEAD TRIM CLAPBOARD SIDING ON METAL FURRING IXI2 WOOD HEAD TRIM ON METAL FURRING i IXL CORNER TRIM. PAINTED FINISH. FLOOR FINISH FLOOR EL. +44'-V IX6 DOOR TRIM, PAINTED IXL DOOR TRIM, PAINTED LOUVERED INTAKE VENT W/ IXL WOOD TRIM, PAINTED, TYP. w SOUTH ELEVATION 2 FAST ELEVATION Emil SCALE: 1/4"-I'-O" SCALE: 1/4"-I'-O' O v/ 0 OO w N Q� w o V PREMANUFACTURED CUPOLA, TYP. EXHAUST DUCT, SEE CONT. RIDGE VENT MECH. DWGS. TOP OF RIDGE CONT. RIDGE VENT EL. +92'-2' — EXHAUST DUCTS. SEE MECH. DWGS. y V EXHAUST DUCTS. SEE —ti MECH. DWGS. CD12 IXI2 WOOD HEAD TRIM --� C XHPLYWOOD SHEATHING ALT SHILES OVER 3/4" ASPHALT SHINGLES OVER 3/4" , CDX PLYWOOD SHEATHING FALSE DOOR W/ IXL WOOD TRIM, PAINTED AMT TV-I I _3 IX8/IX4 WOOD RAKE TRIM, PAINTED, TYP. IX6/IX3 WOOD FASCIA TRIM . � � w TOP OF MASONRY TOP OF MASONRY EL. +80'-6" uj EL. +80'-L` ►~- • Id Z W m INTAKE VENT W/ IXL WD. N TRIM, PAINTED, TYP. REVISIONS I 8/15/OI FLUE OPENING a 10'-L` A.F.F., SEE MECHANICAL DWGS., (3) TYP. 2f f N 2 3 4 Ln CLAPBOARD SIDING CLAPBOARD SIDING ON METAL FURRING IXI2 WOOD HEAD TRIM 5 O ON METAL FURRING — i L / 0 cr O LOUVERED INTAKE VENT W/ / IL DRAWN BY= B.W.M. cr co IX6 CORNER TRIM, PAINTED IXL WOOD TRIM, PAINTED. TYP. CHECKED BY: D.A.C. \ DATE DRAWN: 1/3/01 � p —LOUVERED INTKE VENT W/ Di \ DATE ISSUED: 9/4/0I /O in XL WOOD TR MA PAINTED. TYP. tl1 \ Qr FINISH FLOOR FINISH FLOOR SCALE: AS NOTED FINISH FLOOR Q EL. +N'-L` JOB NUMBER: 9841g EL. +41'-C / IX6 DOOR TRIM, PAINTED "rg ARCHITECT'S��SE L °}LL Y W DEPARTMENT Z l�MASSACHUSETTS �:RT1v�E lT OF / 3 NORTH ELE1/,4TIOK 4 WEST ELEVATION ENV RONMENTAL PROTECTION F a SCALE: l/4"=1'-O" _� SCALE: 1/4"=1'-O" /{e++/� } r )l A 8B Q NGINEER'S SE P W E Q J (L Rl SHEET NUMBER lil f- 4 0 m 2 — O J f I w � Iv TOPOFRIDGE + TOP OF RIDGE EL. 92-2 EL. +92'-2' 0 12 'd 12 Swo a � TOP OF MASONRY TOP OF MASONRY I EL. +80'-L' I i I I LP.T. WOOD TRUSSES, SEE STRUCT. DWGS. P.T. WOOD TRUSSES, SEE STRUCT. DWGS. (USE S.S. CONK. PLATES) (USE S.S. CONN. PLATES) I I I s I I I I I I A_3 I I I I I ALL WOOD FRAMING, BLOCKING, I PLYWOOD, ETC. SHALL BE FIRE I i I I I RETARDANT TREATED, TYP, 2XIO WOOD JOISTS s 1'-4" O.C. W/ 3/4' COX PLYWOOD AND ALL WOOD FRAMING, BLOCKING, R-30 F.G. BATT INSULATION PLYWOOD, ETC. SHALL BE FIRE I C.M.U. WALLS, SEE SECTIONS RETARDANT TREATED, TYP. FINISH CEILING I I I I I I 4 I/2" M.R. G.W.B. SIM. A-3 BLOWER ROOM ' �� �� / I GALV. STEEL LADDER I I " I �{ I I AND PLATFORM, SEE 3'-6" HIGH GAURDRAIL I 2'-O" WIDE X 6'-O" HIGH X 2" I METAL GRATE OVER 3-6 HIGH GAURDRAIL SITE DRAWINGS A-3 I THICK SOUND INSULATING PANELS I PIPE TROUGH ' I AT 4'-0" O.C. G.M.U. WALLS, SEE SECTIONS I I I SHIPS I � • ,/ ISHIPS I CONC. FLOOR SLAB, LADDER ,. , � '••' LADDER CONC. FLOOR SLAB, I I SEE STRUCT. DWGS. M I DOWN SEE STRUCT. DWGS. I DOWN FEMIS L4F BOOR I AERATION TANK I FINISH FLOOR I INFLUENT ANOXIC TANK , N , Id CIA 7 < CONCRETE TANK WALLS, v CONCRETE TANK WALLS, :I CONC. FOUNDATION WALL, SEE STRUCT. DWGS. CONC. FOUNDATION WALL, SEE STRUCT. DWGS. ° SEE STRUCT. DWGS. s.' o. SEE STRUCT. DWGS. °•. ° v, ` °: i • r. CONT. P.V.C. WATERSTOP, TYP. I• �� CONT. P.V.C. WATERSTOP, TYP. i 'A' r .. ,. .. BOT. OF TANK BOT. OF TANK EL. 51-O EL. +51'-0" C y'... i 2 BUILDING SECTION ZW rlft� BUILDING SECTION 12".,- " �� SCALE: 1/4"-I'-O" O �.— � SCALE: 1/4 I O F — PREMANUFACTURED P.T. WOOD TRUSSES O PREMANUFACTURED P.T. WOOD TRUSSES a 2'-0" O.C. W/ S.S. FASTENERS e 2'-0" O.C. W/ S.S. FASTENERS ASPHALT SHINGLES OVER 3/4" ASPHALT SHINGLES OVER 3/4" COX PLYWOOD SHEATHING c COX PLYWOOD SHEATHING (2) 2X8 WOOD SILL PLATES W/ (2) 2Xi2 WOOD SILL PLATES W/ R-30 F.G. BATT INSULATION R-30 F.G. BATT INSULATION STAGGERED ANCHOR BOLTS s 4'-O' O.C., I/2' ANCHOR BOLTS s 4'-0" O.C., STAGGERED � N STAGGERED 6 MIL POLY VAPOR BARRIER 6 MIL POLY VAPOR BARRIER— STAGGERED M" IX6/IX3 WOOD FASCIA TRIM, PAINTED, WOOD FASCIA TRIM, PAINTED, TYP. PAINTED, TYP. ' CONT. METAL CONT. METAL DRIP EDGE DRIP EDGE � V TOP OF RIDGE TOP OF MASONRY EL. +92'-2" EL. +80'-i` 5/8' 'DENS-GLASS GOLD' 5/e" 'DENS-GLASS GOLD' SOFFIT BD. LSOFFIT BD. CLG. ON IX3 �— 5/8' 'DENS-GLASS GOLD' CEILING ON IX3 FURRING 1'-4' O.C. " 5/8" 'DENS-GLASS GOLD' WOOD FURRING * I'-4 O.C. 3' CONT. VENT SOFFIT BOARD W/ SOFFIT BOARD W/ X6 WOOD TRIM, PAINTED 12 3" CONT. VENT STRIP IX6 WOOD TRIM, PAINTED B PLAIN FACE C.M.U. 1 POST WELD ITO POCKET N PLACE IL STRUCT.CTND B.EOWGSEE 12' PLAIN FACE C.M.U. BOND BEAM, SEE STRUCT. DWGS. I �— PRE-PRIMED WOOD TYVEK BLDG. WRAP ON 1/8' CLAPBOARDS OVER "DUPONT" METAL FURRING a 2'-0' O.C. C DEEP STEEL RAIL (PROVIDE ALTERNATE TO POST POCKET AND _ SUBSTITUTE "HARDIPLANK" BY f 1 BRACKET, TYP., EXP. JAMES HARDIE BLDG. PRODUCTS BOLT TO CONC. WALL IN LIEU OF WOOD CLAPBOARDS) '00- 0 ` 12" PLAIN FACE C.M.U. WITH 'KORFIL' INSULATION W OF MASONRY, TYP. TOP. OF MASONRY I SEAL INTERIOR FACE I OUR-O-WAL MASONRY `n HORIZ. WALL REINF. EVERY � ,- " I PRE-PRIMED WOOD *DUPONT* OTHER SEE STRUCT.U. DWGSE S. V EL. +80 6 N OVER DU O CLAPBOARDS O �C LP.T. WOOD TRUSSES, SEE STRUCT. DWGS. I I TYVEK BLDG. WRAP ON 1/8' U I; I (USE S.S. CONN. PLATES) -_ - I METAL FURRING S 2'-0" O.C. (PROVIDE ALTERNATE TO �'OST DETArIL. p SUBSTITUTE "HARDIPLANK" BY r m JAMES HARDIE BLDG. PRODUCTS `� uj N IN LIEU OF WOOD CLAPBOARDS)—� ( SCALE: 1 1/2" 1'-0" �- 1 I W —SEAL INTERIOR FACE OF MASONRY, TYP. SEE STRUCT. DWGS. FOR VERT. REINF. FILL (ul y 0L[ 12' PLAIN FACE C.M.U. WITH CORES SOLID W/ GROUT u k I I 70 'KORFIL' INSULATION s REINFORCING ELL INSUL. z r I I U _ u W - -- - - -- — 2XIO WOOD JOISTS a 1'-4" O.C. - _ _ _ _. 5 _ - I-- u - - - _ - 0 -� W W/ 3/4" COX PLYWOOD AND U R-30 F.G. BATT INSULATION A_3 I O p �`+ s w Z { FINISH CEILING GALV. STEEL LADDER AND I I v INTERIOR EXTERIOR PLATFORM, SEE SITE DWGS. I uj EXTERIOR I in N o EL. +12'-6' I I W 1/2" M.R. G.W.B. I� I I REVISIONS 9 SIM. I /� I o I 8/IS/OI LAVATORY _ _ _ _ — — u A-3 I I OUR MASONRY 3'-6" HIGH GAURDRAIL N OTHER P HORIZ. WALL REINF. EVERY I >. " F I F.R.P. OVER 1/2' / I HT, SEE STRUU. CTTU DWGS.RSE 1 1/1' O.D. STEEL PIPE 3 FURR OUT WALL 4 I M.R. G.W.B. , I SEE DETRAIL 4 AIL S,DTYP. C.M.U. WALLS, SEE SECTIONS 4 SHIPS I SEE STRUCT. DWGS. I A-I THRU-WALL FLASHING 5 u� R-11 F.G. BATT INSULATION I CONC. FLOOR SLAB, LADDER FOR VERT. REINF. FILL SEE STRUCT. DWGS. I I CORES SOLID W/ GROUT W/ WEEP HOLES i ( e 2'-8' O.C. DOWN " AND REMOVE CELL INSUL. 1. FINISH FLOOR 1 s REINFORCING v EL. +64'-6' I : ° e • ? p I , 0 co f I SEE CONCRETE TRUCT. DWGS. q • � DRAWN BY: B.W.M. r v' ' CHECKED BY: D.A.C. 0 i CONCRETE TANK WALLS. ;. DIP TANK v N• 1/3/0I c CONC. FOUNDATION WALL, SEE STRUCT. DWGS. V DATE DRAWN: SEE STRUCT. DWGS. — THRU-WALL FLASHING I I � DATE ISSUED: 9/4/0I f , W/ WEEP HOLES — iv 0 s 2'-8" O.C. I I/2' HIGH 'R' RIGID INSUL. I v •) '° I-LI I I SCALE: AS NOTED Q ° FINISH AS SCHEDULED v I III - JOB NUMBER: 9841g V Q OVER CONC. FLOOR " ' SLAB, SEE STRUCT. DWGS. RIGID IINSULR. (. ' I=I Q , FIN. GRADE, SEE SITE DWGS. ( D' "nj ARCHITECT'S SEAL Q FINISH FLOOR op 4. v,. EL. +64-i - LIP FIN. TYP. - i'•,�• " •� '�' .. C � STEEL STAIR W/ _ .\ : �• f v o a v' SEE SITE DWGS. FOR O O v (, GRADE DETAILS - BOT. OF DIP TANK c v 6 MIL POLY �, , " ° Q EL. 53-6 :.y ° CONT. P.V.C. WATERSTOP, TYP. � VAPOR BARRIER � �, � � 3,•. . . :. •' .. 6 MIL POLY DOWN -.. I I—I I I 'J � 2 0,'' : '' III—I) VAPOR BARRIER A III— COMPACTED FILL. TYP., °' ,. , ; Q ,:, I I II=III COMPACTED FILL. TYP. BOT. OF STAIRS v �' '' p ; , I I I SEE STRUCT. DWGS. a EL. +51'-0' II�1 SEE STRUCT. DWGS. n �I " {7 v''. 4 °• ;I • �'. I 1 1/2' RIGID POLYSTYRENE P II INSUL. COINDT TO TOPAM s :•• INSUL. CONT TO TOP OF FOOTING INEER'S°SE' a '•°• OF FOOTING 3V DEEP X 30" DIA. SUMP PIT h, n E STRUCT. CONC. FOUNDATION BOT. OF SUMP PIT DWGS. CONC. FOUNDATION WALL, SEE STRUCT. WALL SE ui EL. +48'-0' 3 BUILDING SECTION •' .., :•.,•.. .' .':•':. " :• o: • • . DWGS. o ' , v '. •.� • . 0 L U SCALE: I/4"-P-0" r g- a �4 WA�L.L. SECTION � WAtL.L. SECTION M SCALE: 3/4'-1'-0. SCALE: 3/4"-1'-0" —� —� d�ASSACHUSET�`S I�17�'�+RTh"sEI°�dT OF SHEET NUMBER w ENVI :ONMENTAL PR®TECTIC>I`J ' o _ GA=3 EN04 I _ _ I I i f i I O� U') i O re) I l Z = CID i l O { Q LL- f O { p , T 1 O i t-: 00 N Z M fo i 00 ! k" + . - Q rON 2 3 0,0, 6 C�VODN 3 LN O� LC l tA f j *E— L-+ Ir i I I A q A 41 A A 41 1 i CONN r SUMP 1 { PUMP j I � ' 2t - Q wRECIRCULATION PUMPS SUMP PIT, SEE a �J PIPING DWGS. NL a j E i A A. A A A I �i INFLUENT AERATION • E AER TIOf� . AERATION MEMBRANE DIP ANOXIC TANK TANK 1 TANK 2 CHAMBER TANK 1 � N „ I ' I � H i 1 '0-4 l &EN4 V I b U tiI V I b b X b _ b /�-1 O —, _ z < Q Ell i ! j x A q j I I � , 1 HS-5 3 a ! { C 3b HS 3 CL L, ' I I METER �%r I{ ; '" c I-i Ss a �` j S3 b D i 1 = PUMP i HS-S METER TANK i VISIONS I � 6#12 �nt�-r- � E 1 HS-1 ' S3 � i ! f , — j Sif 3 C b TO EF-4 arzAuNeY: cJc - �I ' SEE E-4 + cl Il=a�ar: GAF LS-1 � DATE DRAW. VW04/01 `� 'F�-..• 'L_s I =— a i 1 ' 1`, l!i DATE ISSUED: ow"/ml SCALE: 1/2tI-m t - �3LOUJ� CONTROLS HS-7 �,, r i j ( 1 i ' Joe NUI' R+ W4* I HS LS x c? % + \ �' "_•'` -- ARCHITECT`S SEAL ?l l� ASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION J—HS-5 ��� ENGIhI£ER' ��PLSt# u�',yAs�9 U LAB RtNce FR N fQl- 38 AL SHEET N ME ER l G*E-1 i I + £ f co 0) � r O I � 1 � � 3 _ 00 ` Z n i O LAJ O i Q LA- it O LL ¢ 3 C4 i O � 00 � Z Q f - - jj W W y L o M ! YO �'Tp� N f7 i 1 1 £ I 2 4-6EN E .Q•N - 4 36' X 18' LOUVERED is w x i I + AIR INTAKE I ff� I i HOMERUN IN ------------------------------------------------------------------------------------ HIGH SLAB - 48' 48' LS-8—c( 48' 1 WP WP WP! i I I 6#12 & 1#12G ; f 1 1 1' PVC I 30A 3P UFRT 600V i LOCATE AT CRANE T CONNECT. l ; CORD W/ SUPPLIER. `71-j WP 1 + LS--3 3#20A&3P#1SG CONN 3/4' 1 --�----- SUMP f \ I -t• i PUMP I l S S i f' LPL' I l . RECIRCULATION O 1 ' ' PUMPS l SUMP PIT, SEE 1 PIPING DWGS. i 1 1 1 } 1 48' 48 I I WP WP i I ' ! DIP i � ! TANK1 O 1 1 f INFLUENT s I I � f AERATION AERATION ANOXIC MEMBRANE l ANOXIC TANK 36' X 18' LOUVERED ; TAN K 1 TANK 2 CHAMBER CHAMBER I 36' x 18' LOUVERED AIR INTAKE I I RVIC SWITCH ; AIR INTAKE r� r , + e UMP I v V (TYPICAL) ' H 1 TO TRANSrC�RMER 1 I I {{ SWITCH i i i ! 6#12 AND 1 12G ! - ! iLS-6 I ( "- i i 1' PV + ca 1' PVC } - J J�-}- 1 1 NTRDLS I SEE RISER 10#14 & 1#12G ' r Y-.-r. I 1' PVC ! i ! 'Cps �-} ! ; i DIAGRAM CONTROLS I 1 ' CP• M �'� 6#10 & 1#10G -1 1/2' 1 6#10 & 1#1OG 1 ! I i 1^} ' j i 'CP"� TO TRANSFORMER ^ TO GRINDER TANK PUMPS _ J •CP' 1' PVC I } ! .} S I W48, PAD V 10#14 & 1#10G -1 1/2'V ' TO FLOAT AND ALARM CONTROLS PERMEATE PUMPS ±! WP 1' PVC 2#12 & 1#12G- 1 - ----, - l 10#12 & 'CP' 3/4' PVC _ 1#12G j CP, MIXER LS-3 \ UV CONTROLI ! I E ,, li l' PANEL + 1 { J u,.._,_:., 4#12 & 1#12G 1 Pvc 300 GAL. ' 3/4'PVc ! METER CONTROLS i ` _1` s + TANK J I 1 I , PUMP t `� ;? _ `ti ,_, — + O, , I 4811 LS74 1 �' ��/ I t i { i� + " ` \ 1' PVC •- wP i j ! I i 1 �� _-r i —.-� 4 CONTROLS i 3#8 & 1#10G 3#8 & 1#10G �_' 'CP' ' METER TANK i�ii ' 1' PVC 1' PVC } -- ' 6#10 & 1#10G- '- J ' 'CP' I ; 1 1/2' PVC TO REY1810NS r-- -�-, 6#10 AND 1#10G DOSING PUMP 4#12 & 1#12G +F i t I •CP• CP 3/4' PVC 'CP', 1' PVC J - I CHAMBER -�' 10#14 & 1#10G- �I �!=-J+ i 1 1/2' TO CONTROLS --- CONNECT IN CHAMBER 4 LS-19 ��} i tip- S EYE WASH i7 i 1' 1 __—_ !tip 36' X 36' LOUVERED AIR INTAKE l ------ -" I I I i, I ' �� - LAV. i - DRALLN BY: CJG V� '; -- C�C►cED BYf LAF t�t _'t ' CONNECT '!it DATE DRAOL- �m<mI i LS-21 HEAT TRACE DATE ISSUED; m�ml WATER HEATER J t II SCALE` vr'r� + - I CONNECT ? J ', « ! —\ter~ l (1 LS-5 i } - .im Wis m.48' CONTROLS LS-2 } j- 2#12-2oA 2P `, ` 1 s ;' � �� T ! = i BLOWER ROOM s-2 Hs LS CP LS-7 9 I N HS ? -- ` GFI A�+ITECT'e SEAL —_ - = - - -- 48' t - _ 48' 48' o `! -� 48' + - __ -•- �-� WP WP WP 30A 2P ` II GFI GFI ur 600V 11 , .... 6#10 & 1#10G - 1 1/2' PVC-4i I i TO GRINDER PUMPS l —8#14 & I1#12G - 1' PVC P FLOATS LIFT O STAT I ON , �/p ! \ lbtP4SSe�CE`IUSETTsJ L)E�':,i�iTf�Ei'`�T OF ENGtt.EER's SEAL ENVI NENTAL PROTECTION SHEET 1JJNIBER.,,.« j: 1 � I CD M O 0 _ cc) Z i O W to to X ELECTRICAL SYMBOLS LIGHTING FIXTURE SCHEDULE o TYPE MANUF, CATALOG # NO. LAMPS VOLTS MOUNT DESCRIPTI❑N .o , A c (O Q CEILING FIXTURE OUTLET (LETTER DESIGNATES FIXTURE TYPE) 1 A SIMKAR OV450-22-32—B11M-277 4 F32T8SP41 277 SURFACE O �B WALL FIXTURE OUTLET (LETTER DESIGNATES FIXTURE TYPE) F- 0�0 C --I i FLUORESCENT FIXTURE (LETTER DESIGNATES FIXTURE TYPE) B SIMKAR OV450-232—BIIM-277 2 F32TBSP41 277 SURFACE Z O I X EXIT LIGHT ! C SIMKAR SY.950-232—B11-120 2 F32T8SP41 120 SURFACE J ( C CLOCK OUTLET HUBBELL #5253OD SPECIAL OUTLET AS NOTED 277 I D . STONCO LPSC50MAL/0150M 1 50 MH/ED17 10' —0' A. F. F. W/ PHOTO CELL >� DUPLEX CONVENIENCE OUTLET HUBBELL #5362 OR AS NOTED E CHLORIDE 4X6L25 W/ UNIT 277 WALL MNT. 8' —0' A. F. F. i ii ISOLATED GROUND OUTLET HUBBELL #IG 5362 N a i SINGLE CONVENIENCE OUTLET (TL INDICATES TWIST LOCK) HUBBELL #5351 oX CHLORIDE N2HL1R—W W/ UNIT HUBBELL #HBLSG63H SAFETY RECEPTACLE 27? OVER DOOR +Y$oN { >� a Fsaon �J JUNCTION BOX t Nam I pi NPh i v v FLOOR OUTLET HUBBELL #B2527 W/COVER #S2725 OR AS NOTED x X P JUNCTION BOX AND 3/4'C WITH PULL STRING TO ABOVE CEILING TELEPHONE OUTLET S SINGLE POLE SWITCH HUBBELL #HBL1221 S2 DOUBLE POLE SWITCH HUBBELL #HBL1222 S3 THREE WAY SWITCH HUBBELL #HBL1223 S4 FOUR WAY SWITCH HUBBELL #HBL1224 SP SWITCH & PILOT LIGHT (SO) OCCUPANCY SENSOR (SENSORSWITCH CAT#WSD—PDT—W) SO OCCUPANCY SENSOR (SENSORSWITCH CAT#CMR-9) ,- R� LIGHTING R POWER❑ O E PANEL MOTOR OUTLET (NUMBER INDICATES HORSEPOWER) TT1 ® ELECTRIC BASEBOARD HEATER DAMPER MOTOR O j O MOTOR STARTER ICA DISCONNECT SWITCH (UF INDICATES UNFUSED, RT INDICATES RAINTIGHT) i ® ARROW & HART #7810 SERVICE SWITCH OR AS NOTED 1 SPEEDN CONTROL SWITCH O THERMOSTAT ao PUSH BUTTON & PILOT LIGHT o � i ❑° PUSH BUTTON © TRANSFORMER �1 EDWARDS CHIME #C210 1 BELL V 00 HORN TI,1 N w H E BATTERY OPERATED EMERGENCY LIGHTING C-+ , V REMOTE EMERGENCY LIGHT HEAD — WIRE IN OR ON CEILING AND WALL � O ---- WIRE IN OR BELOW SLAB V E. C. ELECTRICAL CONTRACTOR OUTSIDE ON PAD LOCATE IN IN WP ENCLOSURE BLDG. lH WP WEATHERPROOF ENCLOSURE TO BE WALK—IN (� TYPE W/ LTG. & RECEPTACLE {{ PLUGMOLD CAT. #2OG612 (WIREMOLD) OR AS NOTED BY UNIT MANUFACTURER 3#1 & 1#6 GND. 1-1/2'C. �J F FIRE ALARM MANUAL STATION (F)—FLUSH (S)— SURFACE { (TOP 'OF MANUAL STATION SHALL BE 48' AFF) 2#10 �` z tit 4"� _ M FIRE ALARM MASTER BOX — SURFACE MOUNTED, LOCAL ENERGY TYPE 3#10 225A 3P HS LS 30A 1P �ll LS-10, 12 ATS 7-20A iP 100A 3P CONTROL PROVIDE FEED TO i� s J 1-20A 2P MCB PANEL HL HORN & STROBE UNIT (F)—FLUSH (S)—SURFACE 5-20A 3P EF-3 ALL SOLONOID (MOUNT 80' AFF UNLESS OTHERWISE NOTED) 29-20A 1P BY ZENON 1 1-50A 3P J 1 30A 1P VALVES & CONTROLS. [� HL HORN & STROBE UNIT FLUSH MOUNTED IN CEILING CONN. LTG. & 1-100A 3P LS-13 6 SPACES SEE ZENON DWG.' 1^ E` 12-1 P S. 0. 650007— , E-001, 002 & 003 ®FC SMOKE DETECTOR RECEPTACLE EF-2 H J ® FIXED TEMPERTURE HEAT DETECTOR •F INDICATES TEMPERTURE SETTING METER SOCKET O PER UTILITY 2#10 LS-11 -- 277/480V FS SPRINKLER RISER WATER FLOW SWITCH LS-13 BLOCK HEATER 3# 4W V 1#4-3/4' 200A MCB TS SPRINKLER SHUT OFF VALVE TAMPER SWITCH 277/480V 120/208V �� PROVIDE M LOW PRESSURE SWITCH 2O0A 3P M 200A 3P 4#14 CONTROL 3� 4W 3sb 4W 1� © 200A FUSES SN LINE C. B. 600V RT S WATER PROOF STROBE LIGHT 3#6-1' PROVIDE WIRING { ®N REMOTE ANNUNCIATOR PANEL T❑ UTIL. J BATTERY AS CH CHARGER FOR 4#1-1 i/2' 150KW 3�i 4W J FACP FIRE ALARM CONTROL PANEL TRANSFORMER 277/480V G 4#3/0 & M J 4#3/0- T DUCT SMOKE DETECTOR REMOTE RESET/TEST SWITCH 1#6G-2 1/2' .! 30KVA NAT. GAS 1 w DUCT TYPE SMOKE DETECTOR I DH DOOR HOLDER 1#8-3/4' ~ AS ANSUL SYSTEM 1 Z4#3/0 & 1#63 ❑R REMOTE L. E. D. INDICATOR 2 1/2' PVC R ASIONS ® MONITOR MODULE 1 ® CONTROL MODULE 2 REFRIGERATION FAN 3 RISER DIAGRAM 4 DEF REFRIGERATION DEFROST NOT TO SCALE S LlJ REFRIGERATION CASE LIGHTS 6 CL REFRIGERATION CASE CANOPY LIGHTS i 71 CH REFRIGERATION CASE ANTI-COND. HEATERS DRuNBY: �y O SOLENOID VALVE 0-ECKED Sys LAF 14, DATE DRALLNs 09/04/01 3 �S LIQUID LINE SOLEN❑ID Li DATE ISSUED. OW04/01 SS SUCTION LINE SOLENOID SCALE. NOT TO SCALE DEFROST TERMINATION THERMOSTAT D ® JOB NUM BM- W4rx S© HEATER SAFETY THERMOSTAT AI0CHITECT'S SEAL 31 e AlA 'AlA' INDICATES REFRIGERATION SYSTEM DESIGNATION 'A' INDICATES EMS CASE PROBE LETTER —�-R TO REFRIGERATION COMPRESSOR ROOM EQUIPMENT MR TO ENERGY MANAGEMENT ROOMp p L F T/SI THERMOSTAT W/PILOT OPERATOR VALUE n R� RELAY AS NOTED �SS�"���i OF USETT S DEW I,,1 `jT ENGINEER'S SEAL E6�ioIR® •if�;E�6T��,L PROTECTION �i 1d t SFEET NUMBER v I� j y I� j L 00 C) to 0 V) I 0 00 0 U m X WP PER LOCAL 4#16---\, < FIRE DEPARTMENT F F F IA_ S O BLOWER ROOM LL .4t TOILET ROOM 4#14-,w, _@1O HL HL HL HL HL HL HL c to C'4 1 4#14 0 0) 00 Ul 1- FIRE ALARM DC DIGITAL COMMUNICATOR z I K)I 0 CONTROL PANEL DIGITAL DIALER (o C) co LS-18 FIRE ALARM RISER DIAGRAM Z Mu 0(u w Up- 36' X 18' LOUVERED AIR INTAKE 0 0, ra, A, JHL J TO STARTER [HL T 2#14-1/2' AT HS 2#14-1/2' UH ED UH 4 00 _j RECIRCULATION PUMPS u 30A 3P INFLUENT AERATION UFRT AERATION ANOXIC MEMBRANE DIP 600V I ANOXIC TANK TANK TO STARTER TANK 2 CHAMBER CHAMBLR TANK AT HS I ; i • J M-•Iv w ``V I i _ � N w EF-2 30A 3P EF-4 361 X 181 LOUVERED pq AIR INTAKE UFRT WP 600V w 0 TO STARTER 361 X 36' LOUVERED TO STARTER AT HS lu TOIL I llp" ou AT HS LIGHT AIR INTAKE SEE E-" z 04 @5 FUTH 1 JO STARTER AT fflS 3 LS- 7 E-4 F H QA_ LS- 5 UH z 2 MET IER PUMP OA 3P HS- 2 Ell --- --------------------- METER TANK 2#14-1/21 2#14 TO REVISION$ LS-16 [H L] STARTERS AT HS H T -- ------------- 2 MUA T R HS-2 !j MUA p "­7--------- - 36' X 36' LOUVERED AIR INTAKE ii ------------------ @7 -------- DRAUN BY: cx -, - CHECKED 15Y; LAF BIB 7 HS- 7, 0, 9 DATE DR.40-t- OWC4/01 20A 3P DATE 15&JM- ------ - - LAV. SCALE: L 010 JOB Num5m- W4r_ P r-4' "il D CONTROLS HS LS BLOWER ROOM 7­1 HL ARCHITECT SEAL F MASSACHUSETTS DEPART�,AFI�'T OF ENVIR NMENTAL PROTECTION L00 b) I ' , ' 043MEWS SEAL "I" OF 4t4,p Li C) LAWRE GE R 3 NAL SHEET NumBER 4#14, 4#14 iL LET:-] WP wp r -\,J� l ! ICI n !n OR 12 CMU WALL. SEE SECTION 1 ca a' BOF EL 60'—O' TOW EL 67'-1On 8" OR 6" CMU THIS DWG. oo 04 o CONT. BOND BEAM _ 6 CONC SLAB. SEE PLAN FOR REINF & EL. r - - - - - - - - - - - - - - - - - - - - — ��- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I WITH 2—#6 CONT. #4012 a a< a� a a ( GRADE AN b p - - - - - - _ _ - - - - - - - - - -I q r \ �_ " � - - - - - - - - - - - - - - - - - - - - - - - - - 24'-1» - - - - - - - - - - - - - -�_ °� I „ WIRE SCREEN DAM AT CORES _ r 19 3 3/4 i 2 8 x TOW EL 80 —6 —.. I I .. ... �.. —I I: I(I 1. . . ( N —� — — — — — — N — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I NOT TO BE GROUTED o a II it I(f I . ll— N _ - 11 .I 11—( I I � n a a I .� I I 1j I ICI I M i M I a 4 # s n 6 a R k I I a „ IIf IIE IE�" it Ili... tj bn h° a a #7 s VERT 0 32 oc ( I A p a A " H d a a I I ( TOW EL 67'-10" • Q.. ! I I I n �� .. — da TYPICAL VERTICAL WALL REINF. . . , o z �> o TOC EL 2'-6" a I I I » » » _ COMPACTED COARSE I I I a „ `F I I 12 CMU = #7®32 BASE OF BRIDGE CRANE TOW EL 64 —6 12 2 —o GRAINED SOIL a I I TOW EL 64'-6" o c� 53 —0 x3 -0 DEEP 3— 4 CONT # RIGID INSULATION ABOVE (BY OTHERS) 5 _6 SUMP PIT as I I I ADDITIONAL BAR EACH SIDE OF #4's 012 EF, EW w/ 4-3/4 Ox8 LONG AB S n. 1'-0" w/ 3" HOOK TYP TOW EL 67'-6' TOW EL 64'-6" S5 1 a I I I -,n ALL OPENINGS, EXTEND 32" BEYOND UON v I I I ii FOUNDATION WALL a a e.3� DROP I I I #9GA LADDER TYPE JOINT REINF. ® 16 O.C. �- ( A 4 14 0 I °0 6 —0 10'-0" 10 —o 3 —6 4'—Om 4—0 h -2�' I FILL W CONC 3 NT _ 0 EL. 53 —6 6" 1'/0,1 6n ,F 2 0 6 1'—o" 1'-0" 1'-0" a S-1 1'-0" 1'—on 1'-0 °` I I ► TYPICAL THICKENED SLAB SECTION a �I TOW EL GROUT SOLID AT REINFORCED CORES o TOW EL 1 NOTE: BEARING STRATA SHALL BE MEDIUM TO DENSE INSITU cV 1 f/ 3 DROP • I I — I s7 s � � — a � GRANULAR MATERIAL OR COMPACTED GRAVEL FILL: 67 6 TOW EL 67'-1 On — I I N I ( a I I a FEL OP OF MAT WEIR SEE SECTION 9 00 TOW ELI a I I 51'-0" THIS DWG. TYP *,� I N p n SECTION 2 SECTION 3 TOW EL TOW EL ,L 64 —6 1 —0 67'-6" HORIZ WALL REINF. 67'-6" 1 6 I © I » r i I I I I I I BOF EL 60 —0 _ S— S— HORIZ WALL I �° o' I I p 8"x8" DEEP SIZE AND NUMBER OF N TOW EL REINF. I TOC E:. o I �i� I TOW EL 64'-6" I I BOF EL WALL TYP CORNER BARS TO MATCH 67 —6 ( 5'-6L I I NOTCH INDETAIL A » „ HORIZ REINF TYP @ ALL 3'-8" S-1 >mq TOW EL 64 —6 I M 60'-0" I 1'-0" 1 —0� 4 WALL INTERSECTIONS TYp I I TOW EL 63'-1 On I a TYP a I I I °O KNOCK—OUT INSPECTION PANEL 1 „ 5 CONC WALL • #4 TYP FIN FL FOR REINF SEE - �.: I I a — — a -�1 — — — — — — N a 2'-0" EL SECTION 6 THIS DWG ' I I , TOW EL VARIES 1 —3 - -�- - TOW EL 63'-10" — I L-- — - - — — —,— » — , —» 1 - - - - - - - � .; I I i SEE PLAN 3 —7 4 —6 2 -0 2 —0 _ —a I 3'-0" CORNER BARS T I a I ;n b — rf TOW EL MATCH 'HORIZ REINF i � 4 1 —3 THK MAT FDN " ,� 'fi f » I I TOW EL 64'-6" FOR DIM's OF COVER SHELF S-1 REINF w 6's ®12" I DEEP, 67 —6 r TYP C� ALL CORNERS 4'-2" io 04 — J � / # ((aw�e � S�p� 9 _0 (,{�• I I WATERSTOP oc� EWE T&B. BOT EL LIgJ '� T `E o " ' - I LhI:J I a. I N 4®12 72L SEE MANUFACTURER d . . — TOW EL 64'-6" — ( h;.- 49 —9 I �' ,'64'-2It I i OC EL i I I v # • �: � :.: ....... / ~`�� � 5'-6'� EQUIP PAD. � — —N � � 1 8n 1°-3" THK MAT FDN N� 8 CMU SEE SECTION 8 �... ... . _ I I REINF #6's 6" 6" u ®12 oc _ -� ON THIS DWG. TYP. 6 8 6" 2' 6"0 EW OP 0& BTT a I » n o I d I TOC EL o TOC EL ( � I 6" SOG w/ #4's 7 INDICATES THICKENED I I 65 —o �, s5 —o ®12" oc EW CTR S-1 SLAB BELOW. SEE — a TYPICAL TRENCH DETAIL _ . o Isa 12 -0 ,� I SECTION 2 THIS DWG. 8 CMU TOC EL 64 —6 BO EL 60 —0 I _ I TOW EL 63'-10" TOW EL 64'-6" 2 I I 1/4x1" STOP WELDED TO L o ff „ f f9 1 H 11 C"1 I • ( � �E 3 —0 �T1 —�E 3 —0 �� f �ow EL 64'-6" Y:F I NOTE: GROUT CORES FULL HEIGHT WITH A HIGH SLUMP GROUT. WHEN THE GROUT 1/4 CHECKERED PLATE 7TOC ELF . • A LN L — — — — — — J I REACHES THE CONSISTANCY OF STIFF MORTAR VIBRATE TO A DEPTH OF „ �� x n —A n — — — — — — —� .� — — — — — — — -- —°� A — — — — —� 4 as I AT LEAST 1/2 THE POUR HEIGHT. ALL GROUTING OPERATIONS REQUIRE 2 —4 a a ' a a FULL TIME INSPECTION BY A QUALIFIED TESTING AGENCY. L — — — — — — — — — — — — — — — — F— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —.— �� Z o / » `L 6'-0" 22-0 L3X3X 1/4 w/ 4 E » 1/8X1 STRAP ANCHOR ® 12" • r • . • 'Q� 3 10 1 1 S-1 S-1 S-1 TYPICAL 12 MASONRY WALL SECTION I #6's ®6" oc TYP 3'-0" 52 —8 DETAIL A I_ _I NOTE: FOR CATWALK, HANDRAIL, LADDER , AND STAIR INFORMATION SEE G.Z DRAWINGS. �,..� SECTION ('1 SECTION 4 SECTION ("5� FOUNDATION AND SLAB PLAN S-1 S-1 SCALE: Y"=1'-0' S-1 N 1/4" = 1'-0 �] TOW EL 67'-6" n ^ H � O 6" SOG SEE PLAN TOW EL 67 6 FBI g FOR REINF �} TOW EL 64 —6 3 —0 3/4" CHAMFER, „ 0 Ti • #4's ©18" MAX TYPICALROUGHEN SURFACE OF SLAB TOP OF WEIR EL 4 TYP 5'-0" '-3" ALL AROUND (TYP) 1 1/2 CL VARIES SEE G.Z DWG'S _ TREAT AS CONSTRUCTION JOINT ~ &104 ll #4®12 PADS OVER 12" HIGH 6" #3®12 EW 2—#6 MAX. WALL F--i 6" d 4" ELEV VARIES. SEEP N CTR PADS UP TO 12" HIGH A OPENING D STIRRUPS <, 4 v ELEV VARIES. SEE PLAN UP TO 4'-0" 8" NONE A 6» ELEVATION VIEW o #4 CONT 1 4'-0" TO 6'-0" 16" #3®8 F-1 TYP ° d''. a ° 4" 6'-0" TO 8'-0" 24" #3®8 3 c • - o.. • ' » » A- -° je 45' CHAMFER . '," . 1 » » » 6 _ 3 —0 �6»< 8 —0 TO 10 —0 32 #4C�D16 0 O 1 1/2" COVER (TYP) » Ic—� #4 TIES ®12 oc MAX „ 2— 6 • N � • #6s ®12 oc 4 # EW EF NOTES: 1.) SEE ARCH, MECH, PLUMB & ELECT DRAWINGS FOR 4„ SIZE, LOCATION & ELEV WHEN NOT SHOWN ON PLAN. #6's ®12"oc EW EF , • • TOP OF WEIR EL TYP ALL 12" TANK WALLS ate!�x VARIES SEE G.Z DWG S 2.) ANCHOR BOLTS, WHERE REQ D, SHALL BE SIZED AND CMU LINTEL SCHEDULE #6®12" DOWELS LOCATED ACCORDING TO MANUFACTURER'S REQUIREMENTS. 12"_ • c� #6's @6 TYPICAL DEPRESSED SLAB DETAIL #6's ®12"oc TYPICAL EQUIPMENT PAD DETAIL SECTION A—A • l WATERSTOP N H SECTION 7 SECTION (�8� SECTION 9 4 #6's ®12"oc • . • • 6 �HORIZ EF S—.� S-1 :� • EL 51'-0" r RSV1910N9 2 12" " y 12" 3 COVER WATERSTOP s 1'-3" THK MAT FDN REINF w/ #6's 012"oc s EW TOP & BOTT SECTION 6 SCALE: Y2 —1 —0 S— cmaco D DYE KA -- -- DATE DRAM olm/d EL 64'-6" DATE NIlIEG acAm AS NOTM i et cfl im NUNeeR. ,NN,G TOW EL 63'-10" 4 ARctrfmc"am v 4 a� P R V u 6" SLAB w/ MASSACHUSETTS DEPARTMENT OF #4's @12" EW CTR E VI NtMENTAL PROTECTION _ date2I102_. eNc.Neelrs arx NOTE: FOR INFORMATION NOT SHOWN HERE �t� CF SEE SECTION 3 ON THIS DRAWING. ssq� yG A. ENNETH TYPICAL SLAB AT DOORWAY DETAIL 2 6, SECTION ('1 _0'� i SCALE: 1"=1'-0' S 8HmT Room IL I _ I - GENERAL NOTES M PRE-ENGINEERED WOOD $ ROOF TRUSSES ®2'-0" oc CRANE BASE � v SEE ARCH CRANE RUNWAY BELOW BELOW TYP ADMIXTURES PRE—ENGINEERED WOOD SIMPSON ANCHOR CAST—IN—PLACE CONCRETE p4 TRUSS @2'-0" oc USE WATER-REDUCING ADMIXTURE OR MID-RANGE ra MODEL NO.: HGA10 GENERAL WATER-REDUCING ADMIXTURE IN CONCRETE, AS REQUIRED, p� 1/2"0 ANCHOR BOLTS FOR PLACEMENT AND WORKABILITY. USE AIR—ENTRAINING ©4'-0" oc TYP CAST—IN—PLACE CONCRETE INCLUDES THE FOLLOWING: ADMIXTURE IN EXPOSED CONCRETE WELLS UNLESS OTHERWISE FOUNDATIONS AND FOOTINGS, SLABS—ON—GRADE, AND GROUTS. INDICATED. ADD AIR-ENTRAINING ADMIXTURE AT 4, � f, MANUFACTURER'S PRESCRIBED RATE TO RESULT IN CONCRETE 'b �t r t v a . x SEE ARCH, MECH, CIVIL, AND ELECT. DRAWINGS FOR MISCELLANEOUS AT POINT OF PLACEMENT HAVING TOTAL AIR CONTENT WITH A N CONCRETE. TOLERANCE OF PLUS OR MINUS 1-1/2 PERCENT OF ACI 102 12" CMU WALL RECOMMENDATIONS. USE ADMIXTURES FOR WATER REDUCTION \ SUBMITTALS AND SET ACCELERATING OR RETARDING IN STRICT a ?' COMPLIANCE WITH MANUFACTURER'S DI RECTIONS.IRECTIONS. SHOP DRAWINGS FOR DETAILING, FABRICATING, BENDING, AND PLACING 2-2x6 SILL PLATE CONCRETE REINFORCEMENT SHALL COMPLY WITH ACI 315 "MANUAL OF CONCRETE MIXING STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE a` STRUCTURES". READY-MIXED CONCRETE: COMPLY WITH REQUIREMENTS OF °:.�. ` QUALITY ASSURANCE ASTM C94. PRE-ENGINEERED WOOD TRUSSES 12" CMU WALL BELOW 2-2x6 SILL PLATE CODES AND STANDARDS: COMPLY WITH PROVISIONS OF THE FORMS �2'-0" oc. SEE ARCH SEE DWG G.S-1 FOLLOWING CODES, SPECIFICATIONS AND STANDARDS, EXCEPT WHERE CHAMFER EXPOSED CORNERS AND EDGES, USING WOOD OR MORE STRINGENT REQUIREMENTS ARE SHOWN OR SPECIFIED: METAL CHAMFER STRIPS FABRICATED TO PRODUCE UNIFORM r... SMOOTH LINES AND TIGHT EDGE JOINTS. INDICATES ROOF PENETRATION AMERICAN CONCRETE INSTITUTE (ACI) 301, "SPECIFICATIONS FOR TYP STRUCTURAL CONCRETE FOR BUILDINGS." PLACING REINFORCEMENT SECTION 1 ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED COMPLY WITH THE CONCRETE REINFORCING STEEL INSTITUTE'S CONCRETE." RECOMMENDED PRACTICE FOR "PLACING REINFORCING BARS," \-� SCALE: 1"=1'-0' S- 2 FOR DETAILS AND METHODS OF REINFORCEMENT PLACEMENT CONCRETE REINFORCING STEEL INSTITUTE (CRSQ "MANUAL OF AND SUPPORTS AND AS SPECIFIED. CLEAN REINFORCEMENT ' OF LOOSE RUST AND MILL SCALE, EARTH, ICE, AND OTHER STANDARD PRACTICE." MATERIALS THAT REDUCE OR DESTROY BOND WITH CONCRETE. MATERIALS AND INSTALLED WORK MAY REQUIRE TESTING AT ANY TIME PLACE REINFORCEMENT TO MAINTAIN MINIMUM COVERAGES AS DURING PROGRESS OF WORK. INDICATED FOR CONCRETE PROTECTION. RIDGE <_ PERIMETER INSULATION JOINTS M POLYSTYRENE BOARD, ASTM 578 TYPE IV, 10 PSI COMPRESSIVE CONSTRUCTION JOINTS: LOCATE AND INSTALL CONSTRUCTION " 0 STRENGTH, 2 1/2% MAXIMUM WATER ABSORPTION. JOINTS SO THEY DO NOT IMPAIR STRENGTH OR APPEARANCE DOOR OPENING BELOW OF THE STRUCTURE. PROVIDE KEYWAYS AT LEAST 1-1/2 TYP REINFORCING INCHES DEEP IN CONSTRUCTION JOINTS IN WALLS AND SLABS AND BETWEEN WALLS AND FOOTINGS. REINFORCING BARS: ASTM A615 GRADE 60, DEFORMED. ISOLATION JOINTS IN SLABS—ON—GRADE: CONSTRUCT SUPPORTS FOR REINFORCEMENT: BOLSTERS, CHAIRS, AND OTHER ISOLATION JOINTS IN SLABS-ON—GRADE AT POINTS OF DEVICES FOR SPACING, SUPPORTING, AND FASTENING REINFORCING CONTACT BETWEEN SLABS-ON—GRADE AND VERTICAL BARS IN PLACE. SURFACES OF FOUNDATION WALLS. e x CONCRETE MATERIALS ALL JOINTS IN TANKS SHALL HAVE WATERSTOPS. PORTLAND CEMENT: ASTM C150, TYPE I OR TYPE IL CONCRETE PLACEMENT NORMAL—WEIGHT AGGREGATES: ASTM C33 COMPLY WITH ACI 304, "GUIDE FOR MEASURING, MIXING, ,, TRANSPORTING, AND PLACING CONCRETE." A WATER: POTABLE. W COLD-WEATHER PLACEMENT: COMPLY WITH PROVISIONS OF ADMIXTURES, GENERAL: PROVIDE CONCRETE ADMIXTURES THAT ACI 306. CONTAIN NOT MORE THAN 0.1 PERCENT CHLORIDE IONS. O O xf,vHOT-WEATHER PLACEMENT: WHEN HOT WEATHER AIR-ENTRAINING ADMIXTURE: ASTM C260, CERTIFIED BY CONDITIONS EXIST THAT WOULD IMPARE QUALITY AND z I MANUFACTURER TO BE COMPATIBLE WITH OTHER REQUIRED STRENGTH OF CONCRETE, PLACE CONCRETE COMPLYING WITH ADMIXTURES. ADD AIR ENTRAINING AGENT TO CONCRETE AS REQUIRED ACI 305. ACI , TABLE 3.4.1 FOR ALL CONCRETE EXPOSED TO WEATHER. IN 301 A CR ER FINISHING FORMED SURFACES t WATER—REDUCING ADMIXTURE: ASTM C494, TYPE A. SMOOTH—FORMED FINISHED: PROVIDE A SMOOTH—FORM FINISH WATER—BASED ACRYLIC MEMBRANE CURING COMPOUND: ASTM C309, ON .CONCRETE SURFACES EXPOSED TO VIEW OR TO BE O 1 TYPE 1, CLASS B. PROVIDE MATERIAL THAT HAS A MAXIMUM VOLATILE COVERED WITH A COATING MATERIAL APPLIED DIRECTLY TO ORGANIC COMPOUND VOC RATING OF 350 G L. CONCRETE, OR A COVERING MATERIAL APPLIED DIRECTLY TO CONCRETE, SUCH AS WATERPROOFING, DAMPROOFING, VENEER rA PLASTER PAINTING OR ANOTHER SIMILAR SYSTEM. THIS IS W 52 —8 CURING, SEALING AND HARDENING COMPOUND. FOR STEEL , T� TROWELED SLABS, INTERIOR OR EXTERIOR APPLICATION, EXPOSED AN AS—CAST CONCRETE SURFACE OBTAINED WITH SELECTED AFTER FINAL CONSTRUCTION. EPDXY ANCHORING GROUT FOR SETTING FORM—FACING MATERIAL, ARRANGED IN AN ORDERLY AND REINFORCING BARS AND ANCHOR BOLTS. ALL HEADED BOLTS AND SYMMETRICAL MANNER WITH A MINIMUM OF SEAMS. REPAIR DEFORMED BARS SHALL BE SET A MINIMUM OF 12 BAR DIAMETERS AND PATCH DEFECTIVE AREAS WITH FINS AND OTHER UNLESS OTHERWISE NOTED. PROJECTIONS COMPLETLY REMOVED AND SMOOTHED. 00 ROOF FRAMING PLAN NON-SHRINK CEMENTITIOUS GROUT: FOR STRUCTURAL GROUTING OF MONOLITHIC SLAB FINISHES N '� _ COLUMN BASE. SLAB ON GRADE SEMI-RIGID EPDXY JOINT FILLER. H 1/4-9 - 1 -0 SHORE HARDNESS A80, D50. SCRATCH FINISH: APPLY SCRATCH FINISH TO MONOLITHIC SLAB SURFACES TO RECEIVE CONCRETE FLOOR TOPPING OR ^/ PROPORTIONING AND DESIGNING MIXES MORTAR SETTING BEDS FOR TILE, PORTLAND CEMENT l W TERRAllO, AND OTHER BONDED APPLIED CEMENTITIOUS M�1 SUBMIT WRITTEN REPORTS FOR EACH PROPOSED MIX FOR EACH FINISH FLOORING MATERIAL. O CLASS OF CONCRETE AT LEAST 15 DAYS PRIOR TO START OF WORK. FLOAT FINISH: APPLY FLOAT FINISH TO MONOLITHIC SLAB E--1 1.5xSNOW= 37.5 PSF DESIGN MIXES TO PROVIDE NORMAL WEIGHT CONCRETE AS FOLLOWS: SURFACES TO RECEIVE TROWEL FINISH AND OTHER FINISHES LIVE LOAD CASE 3: 4000 PSI, AIR-ENTRAINED, CONCRETE FOR GENERAL USE. AS SPECIFIED. W 1.5xSNOW= 37.5 PSF SLUMP LIMITS: PROPORTION AND DESIGN MIXES TO RESULT IN TROWEL FINISH: APPLY A TROWEL FINISH TO MONOLITHIC LIVE LOAD CASE 2: CONCRETE SLUMP AT POINT OF PLACEMENT OF NOT LESS THAN 1 SLAB SURFACES EXPOSED TO VIEW AND SLAB SURFACES TO INCH AND NOT MORE THAN 3 INCHES. BE COVERED WITH RESILIENT FLOORING, CERAMIC OR QUARRY f-j SNOW= 25 PSF TILE, PAINT OR ANOTHER THIN FILM—FINISH COATING SYSTEM. LIVE LOAD CASE 1: 1 1 1 AFTER FLOATING, BEGIN FIRST TROWEL—FINISH OPERATION USING A POWER—DRIVEN TROWEL. BEGIN FINAL TROWELING WHEN SURFACE PRODUCES A RINGING SOUND AS TROWEL IS MOVED OVER SURFACE. CONSOLIDATE CONCRETE SURFACE F� L BY FINAL HAND—TROWELING OPERATION, FREE OF TROWEL C� MARKS, UNIFORM IN TEXTURE AND APPEARANCE, AND FINISH ' (L•� SURFACES TO TOLERANCES OF F(F) 35 (FLOOR FLATNESS) O AND F(L) 25 (FLOOR LEVELNESS) MEASURED ACCORDING TO ASTM E1155 (ASTM E1155M). GRIND SMOOTH ANY SURFACE 0 DEFECTS THAT WOULD TELEGRAPH THROUGH APPLIED FLOOR O COVERING SYSTEM. r NONSLIP BROOM FINISH: APPLY A NONSLIP BROOM FINISH �••/ TO EXTERIOR CONCRETE PLATFORMS, STEPS, AND RAMPS, TOP CHORD DEAD LOAD= 1.0 PSF AND ELSEWHERE AS INDICATED. BOT CHORD DEAD LOAD= 10 PSF CONCRETE CURING AND PROTECTION CURE CONCRETE IN ACCORDANCE WITH ACI 301 AND AS NOTES: 1.) THE TRUSS MANUFACTURER, CHOSEN BY THE CONTRACTOR, SHALL OTHERWISE SPECIFIED. BE RESPONSIBLE FOR THE DESIGN OF THE TRUSS AND SHALL SUPPLY STAMPED DRAWINGS FOR RECORD. CONCRETE SURFACE REPAIRS 2.) THE TRUSS SHALL BE PRESSURE TREATED TIMBER WITH STAINLESS PATCHING DEFECTIVE AREAS: REPAIR AND PATCH DEFECTIVE STEEL GUSSET PLATES. AREAS WITH CEMENT MORTAR IMMEDIATELY AFTER REMOVING FORMS, WHEN ACCEPTABLE TO ARCHITECT. MIX DRY—PACK MORTAR, CONSISTING OF ONE PART PORTLAND CEMENT TO 2 1/2 PARTS FINE AGGREGATE PASSING A NO. 16 MESH SIEVE, USING ONLY ENOUGH WATER AS REQUIRED FOR RevissoHs HANDLING AND PLACING. CUT OUT HONEYCOMBS, POCKETS, TRUSS LOAD DIAGRAM VOIDS OVER 1/4 INCH IN ANY DIMENSION, AND HOLES LEFT BY TIE RODS AND BOLTS DOWN TO SOLID CONCRETE, BUT IN 1/8" = 1'-0" NO CASE TO A DEPTH LESS THAN 1 INCH. MAKE EDGES OF ' CUTS PERPENDICULAR TO THE SURFACE. THOROUGHLY s CLEAN, DAMPEN WITH WATER, AND BRUSH-COAT THE AREA TO BE PATCHED WITH BONDING AGENT. PLACE PATCHING MORTAR BEFORE BONDING AGENT DRIES. FOR SURFACES s EXPOSED TO VIEW, BLEND WHITE PORTLAND CEMENT AND STANDARD PORTLAND CEMENT SO THAT, WHEN DRY, PATCHING MORTAR WILL MATCH SURROUNDING COLOR. PROVIDE TEST AREAS AT INCONSPICUOUS LOCATIONS TO VERIFY MIXTURE AND COLOR MATCH BEFORE PROCEEDING WITH PATCHING. COMPACT MORTAR IN PLACE AND STRIKE.-OFF SLIGHTLY DRAWN err NOS HIGHER THAN SURROUNDING SURFACE. CHECKED err VA DATE DRAM4 Ov*Oia DATE MKIEDr ""?m SCALM AS NOTED ,tEoe Nunxa Im AMCm rrers aE�u i MASSACHUSETTS DEPARTMENT OF 4ENVIR, NTAL PROTECTION J ice N — 7 2002 ENGAR'S aEAt �tN OF A KENNETH v / ALLEY N0.2776 F�/S S1lET�� GoS�2 i II t , L a DIFFUSER, I GRILLE & LOUVER SCHEDULE A� TYPE MANUFACTURER MODEL NO. MOUNTING NECK PANEL CFM FUNCTION REMARKS MAKE-UP AIR & UNIT HEATER SCHEDULE Lit SIZE SIZE RANGE I i ITEM AREA MANUFACTURER MODEL NO. INPUT BTU CFM HP VOLTS PH HZ REMARKS R TUTTLE & BAILEY A64 SIDEWALL 24"x24" 26""x26" 1250 SUPPLY NO. SERVED OUTPUT LEGEND C RETURN R TUTTLE & BAILEY CRE-500 CEILING 18"x18" 20""x2O" 2250 EXHAUST MUA-1 TREATMENT ROOM REZNOR SCE-150 150,000 120,000 1250 .75 480 3 60 " " „ RETURN/ TREATMENT FM FIELD MEASURE A4 2 TUTTLE & BAILEY CRE-500 CEILING 1$ x18 20 x20 2300-2500 EXHAUST MUA-2 ROOM REZNOR SCE-150 150,000 120,000 1250 .75 480 3 60 III R CR CEILING REGISTER 3 TUTTLE & BAILEY CRE-500 CEILING 8"x8" 10"x10"" 100 EXHAUST UH_1 TREATMENT REZNOR SFT-75 75,000 60,000 980 .33 120 1 60 ROOM 1" UC A TREATMENT UNDERCUT DOOR (BY GEN'L. CONTR.) III t RUSKIN ELF6375X MOUNTED 24"x18" - 720 INTAKE WITH INSECT SCREEN UH-2 ROOM REZNOR SFT-75 75,000 60,000 980 .33 120 1 60 SUPPLY DUCT UP e WALL RUSKIN ELF6375X MOUNTED 36"x30" - 2360 INTAKE WITH INSECT SCREEN UH-3 TREATMENT REZNOR SFT-75 75,000 60,000 980 .33 120 1 60 ROOM WALLTREATMENT RETURN DUCT UP a t RUSKIN ELF6375X MOUNTED 24"x24" - 1250 INTAKE WITH INSECT SCREEN UH-4 ROOM REZNOR SFT-75 75,000 60,000 980 .33 12p 1 60 16x8 DUCTWORK (FIRST N0, DENOTES WIDTH) FAN SCHEDULE VD VOLUME DAMPER S.pTO TEMPERATURE ADJUSTMENT CONTROL ITEM AREA MANUFACTURER MODEL NO. CFM INCH RPM HP VOLTS PH HZ REMARKS NO. SERVED BASEBOARD HEATER SCHEDULE EF-1 BLOWER GREENHECK CUBE-200-3 2250 0.375 630 1/3 120 1 60 SEE NOTE #1 SSC SOLID STATE CONTROL SWITCH ROOM G.C. GENERAL CONTRACTOR TREATMENT ITEM AREA MANUFACTURER MODEL NO. LENGTH HEATING BTUH PH HZ REMARKS EF-2 ROOM GREENHECK CUBE-200-5 2300 0.50 690 1/2 480 3 60 SEE NOTE #1 SERVED KW VOLTS TREATMENT A.F.F. ABOVE FINISHED FLOOR TOILET EF-3 ROOM GREENHECK CUBE-200--5 2350 0.50 690 1/2 480 3 60 SEE NOTE #1 BB-1 Q-MARK CBD-2574 4'-0" 3413 1.p 277 1 60 ROOM OBD OPPOSED LADE DAMPER EF-4 TOILET GREENHECK CUBE-95-C ROOM 100 0.125 860 1/8 120 1 60 NOTE: PROVIDE DISCONNECTS AND GRAVITY BACKDRAFT DAMPERS WITH ALL EXHAUST FANS. I'� 1 C I, 2 e720 24" x 18" OUTDOOR AIR 1 CFM LOUVER AT 3'-0" AFF CO-AXIAL WALL F UE T 24 x 18" MOTOR OPERATED T �� PENETRATION AT DAMPER (TYPICAL) 10 -6 AFF i-' THERMOSTAT WITH THERMOSTAT WITH INSULATED BACK INSULATED BACK u HVAC NOTES �/- - ° ° ° ° - - - - - - - 1. THE WORK COVERED BY THIS CONTRACT SHALL INCLUDE, UNLESS UH O SPECIFIED OTHERWISE, THE FURNISHING OF ALL LABOR, EQUIPMENT, \ e a TOOLS, RIGGING, HOISTING, STAGING AND MATERIALS AND THE PERFORMANCE OF ALL OPERATIONS NECESSARY FOR PROPER AND �/ \ COMPLETE EXECUTION OF THE WORK IN ACCORDANCE WITH THESE SPECIFICATIONS AND THE DRAWINGS, SUBJECT TO THE TERMS AND CONDITIONS OF THIS CONTRACT. CO-A�(IAL WALL F UE 2. ALL WORK SHALL BE INSTALLED IN A FIRST-CLASS MANNER CONSISTENT PENETRATION AT WITH THE BEST CURRENT PRACTICES. ITEMS NOT SHOWN ON THIS O DRAWING, BUT WHICH ARE NECESSARY TO MAKE A COMPLETE HVAC 10'-6" AFF SYSTEM INSTALLATION, SHALL BE FURNISHED AND INSTALLED AS PART OF THE WORK UNDER THIS CONTRACT. ALL LAYOUTS ARE DIAGRAMMATIC - AND FINAL ARRANGEMENT SHALL SUIT FIELD CONDITIONS. j 3. ALL WORK SHALL BE INSTALLED IN CONFORMANCE TO THE GOVERNING �- CODES, REGULATIONS AND ORDINANCES. THESE REQUIREMENTS ARE MINIMUM CRITERIA AND NO REDUCTIONS IN STANDARDS CALLED FOR ON THE DRAWING, PERMITTED BY CODE, WILL BE ALLOWED. OBTAIN AND PAY FOR ALL INSPECTIONS, LICENSES, PERMITS AND APPROVALS / EF 1 REQUIRED BY GOVERNING AUTHORITIES AND INSTALL ALL WORK IN COMPLIANCE THEREOF. I Cl w 4. ALL MATERIALS AND WORKMANSHIP SHALL CARRY THE STANDARD ` WARRANTY AGAINST ALL DEFECTS FOR A PERIOD OF NOT LESS THAN ONE �,/ /j D D a W YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK. ANY FAULT DUE TO DEFECTIVE MATERIALS, EQUIPMENT, OR WORKMANSHIP WHICH MAY 20"x20" EXHAUST DUCT RISE \ �� �� DEVELOP WITHIN THAT PERIOD SHALL BE MADE GOOD, FORTHWITH, BY HAVING A 4" DEEP SUMP AND AT THE EXPENSE OF THE HVAC CONTRACTOR, INCLUDING ANY -� '�DAMAGE DONE TO FAILURE.AREAS, MATERIALS, AND OTHER SYSTEMS RESULTING & ALL WELDED JOINTS F � .._1 2 MEMBRANE FROM S o 2350 10"x10" EXHAUST DUCT RISE � V � NFLUENT 5. THE HVAC CONTRACTOR SHALL CONFER WITH ALL OTHER v _J CHAMBER CC CONTRACTORS AS TO THE LOCATION OF THEIR WORK BEFORE BEGINNING D O k C TANK 20 X 18 1 CFM HAVING A 4 DEE SUM THE INSTALLATION OF THE HVAC SYSTEM. HE SHALL INSTALL ALL / ,,, �� A E R AC O E EF & ALL WELDED J INfS WORK IN SUCH A MANNER AS TO AVOID INTERFERENCE WITH ALL OTHER / TRADES. / E / \ EF 4 IN\ TANK 1 DUCT 70 RUN / 24" x 18" MOTOR OPERATE I / t 2 6. THIS CONTRACTOR SHALL STUDY ALL RELATED ARCHITECTURAL, DAMPER (TYPICAL) I THRU TRUSSES / ,r— STRUCTURAL, ELECTRICAL AND PLUMBING DRAWINGS, AS WELL AS THE SPECIFICATIONS AND ALL OTHER AVAILABLE INFORMATION PRIOR TO I / "`"-- / 24" x 18" OUTDIOOR AIR SUBMITTING HIS BID PRICE. THE BIDDERS SHALL ALSO FULLY INFORM THEMSELVES OF ALL LOCAL AND STATE CODE REQUIREMENTS. 24 x 18>, OUTDOOR AIR / / LOUVER AT 3 -0 AFF LOUVER AT 3'-0" AFF \ 04 7. THE HVAC CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY 20N20" E XHAysr DUCT RISE .. 20"x20" EXHAUST DUCT RISE EXISTING CONDITIONS. ANY CONFLICTS BETWEEN THE DRAWINGS HAVING A 4" DEEP SUMP \ HAVING A 4" DEEP SUMP �,-----� 24" x 18" MOTOR OP�RATED AND FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF & ALL WELDED �JOINTS & ALL WELDED JOINTS \ D L) THE ARCHITECT BEFORE THIS CONTRACTOR SUBMITS HIS PRICE FOR THE WORK. -� x A cD 8. SUBMIT SHOP DRAWINGS OF ALL EQUIPMENT AND MATERIALS TO BE e o t INCORPORATED IN THE WORK. THIS CONTRACTOR SHALL ASSUME ALL .,�L DUCT TO RUN COSTS FOR ANY ADDITIONAL CORRECTIONS, SUPPORTS OR CONSTRUCTION / TH R TRUSSES x DUCT TO RUN N REQUIRED FOR MATERIALS WHICH ARE SUBSTITUTED FOR THOSE . 720 o THRU TRUSSES 720 SPECIFIED. CFM N �F CFM rl■i■I� CO AXIAL' WALL FLUE 9. ALL HVAC EQUIPMENT SHALL BE PROPERLY PROTECTED TO PREVENT J A E R AC O D A O C PENETRATION AT OBSTRUCTIONS AND/OR DAMAGE. I \ I 10. CUTTING AND PATCHING OF MASONRY CONCRETE OR OTHER PARTS OF TA N f \ D --- THE STRUCTURE SHALL BE PERFORMED BY THE GENERAL CONTRACTOR. TA -��- I , R 11. SHEETMETAL: CO-AXIAL WALL FLUE 2 PENETRATION AT U2300 3 CFM A. ALL SHEETMETAL WORK SHALL BE ERECTED IN A FIRST CLASS AND 10 —6 AFF WORKMANLIKE MANNER IN ACCORDANCE WITH "SHEETMETAL CONSTRUCTION ___ UH FOR VENTILATING AND AIR CONDITIONING SYSTEMS AS PUBLISHED BY __ e -�-}- THE SHEETMETAL AND AIR CONDITIONING CONTRACTORS NATIONAL _ ASSOCIATION, INC. (SMACNA), I!I B, ALL DUCTWORK SHALL BE BEST BLOOM GALVANIZED STEEL OF GAUGES 6" DIA. FLUES \ / CO- Z AS RECOMMENDED BY SMACNA. CO- IAL WALL IAL WALL N FLU FL 12. PROVIDE A COMPLETE ELECTRIC TEMPERATURE CONTROL SYSTEM TO 0 0 REVISIONS OPERATE ALL DAMPERS, FANS, UNIT HEATERS, AND MAKE-UP AIR UNITS. 18" X 14" 1 SYSTEMS SHALL OPERATE AS FOLLOWS: 18 X 14 D T TO RUN ` I x T RU TRUSSES 2 A. TREATMENT ROOM - IN MODE #1 BOTH MAKE-UP AIR UNITS SHALL BE ° ° o ° ° ° ° s ENERGIZED AND BE ABLE TO SATISFY THEIR RESPECTIVE THERMOSTATS. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ (SET AT 55') IN THIS MODE EF-2 SHALL ALSO BE ENERGIZED. IN B 4 MODE #2 EF-3 SHALL BE ENERGIZED AND ALL THREE(3) DAMPERS, 6" x 12" DUCT t AT THE WALL LOUVERS, SHALL BE OPENED. HUMIDISTAT SHALL AUTOMATICALLY ° ° 5 j OVERRIDE MANUAL CONTROL FOR MODE #2 OPERATION DROP TO 12 A.F.F. MODE 1 MODE 2 S 1250/ WITCH W/HUMIDISTAT 1' 6 B. ALL UNIT HEATERS SHALL OPERATE WITH THEIR RESPECTIVE THERMOSTATS 36" x 30" MOTOR C CFM A OVERRIDE 6i DIA. FLUES I (SET AT 50') OPERATED DAMPER H T C. EXHAUST FAN EF-4 SHALL BE ENERGIZED WITH THE LIGHT SWITCH OF I e DRAWN BY: W.J.A. THE TOILET ROOM. 1\ s _ / CHECKED BY: J.E.Z. li D. EXHAUST FAN EF-1, WITH IT'S O.A. DAMPER, SHALL OPERATE ON A 36" x 30" OUTDOOR AIR x 1250� » REVERSE-ACTING THERMOSTAT TO BE ENERGIZED WHEN THE SPACE v J T 1 UC T DATE DRAWN: 09/11/01 TEMPERATURE EXCEEDS 80', LOUVER AT 2 -O AFF p O CFM DATE ISSUED: 09/11/01 EVERSE A NG '- SCALE: e I e 4H, ERMOSTAT V / BB 2250 JOB NUMBER: 9841G CFM t 24 x 24' MOTOR ( �t` I ARCHITECT'S SEAL 2360 (/ O O R OPERATED DAMPER ' \ /—I CFM _ 1w 100 24" x 24" MOTOR 10" X 4" r,a CFM OPERATED DAMPER I Mu T - 1250 c 1 BLC ER RCCD T O � III CFM � �. -�- e 1250 t CFM ENGINEER'S SEAL 24" x 24" INTAKE MUA ,> tN o \ FLEXIBLE CONNECTOR TYPICAL PLENUM � (TYPICAL) 2 18 X 14 0`1��WAYN� As9c� 24" x 24" INTAKER 0 E D GRIFFITH , 18" X 14" PLENUM No. 35si9 FLOOR PLAN - PLUMBING SCALE:1/2"-1'-O" MAS ;A,CHUSETTS DEPARTMENT OF Ei VI WADITAL NPI TEE I °' SHEET NU ER G ,, m.1 Ypp µ i II I �I a I 2 I N fI! I I I I U � v I I I , I I M I I I j I I I III I PROVIDE PIPE SUPPORTS CONNECT FOR GAS LINE AS DETAILED 3/4"GAS TO ON DRAWING G.P-2 AT 1 UNIT HEATER 1 5'-0" INTERVALS �\ (75 C.F.H.) \ CONNECT // 1 SECURE VENT PIPES BY OTHERS 2"PUMP DISCHARGE \ 3/4-GAS TO / TO TOP OF WALL W/ DUAL CHECK \ UNIT HEATER \ / 1 2 V-DN 2"V-DN VALVES \ (75 C.F.H.) CONNECT 4" VALVED GAS TO EMERGENCY GENERATOR t%-A � ° ° ° ° BY OTHERS) AD - - - — - - - - - - - - - - — - - - - - - - — - - - - - - - - - - - - - - - - - - - - — - - - — - — - - - - - - - - - - - �2200 CFH) RUN PIPING ABOVE CL'G /4» 4" THRU THE II �-G—� L---- -p----1 ----- - --•�-- --- ---f-_j II DROP 4"GA5 IN 2" 2" 2" BUILDING AND 3/4 1 1 SUMP PUMP IN RUNOUT AT 8" 2 �� �� IT _ \ � ABOVE GRADE 0 I PSDEG .P-2 \ �-- � 4" GENERATOR / » DETAIL W G �l ( 275) INV. 60.35' EW. FLOORS ELEV. �3 4"W&T /// 51.00 I INV. 49.45 " " D.C.O. F.C.O. 2" / F.D. A - -- r ll (TYPICAL)--�-___ / h 1/2„ I �1/2» �1/2» TPW I 1 F.D."A" II TPW •rl TPW I -TPW--�• TPW r TPW " F.C.O. I 1/2» »I ,. I " F.C.O. 1 /"',► INV. 49.75FT 4 INV. 50.00' I FIELD VERIFY PIPE DROP (TYP.) I DISTANCE 6-3" TRAP PRIMER WITH 3 I O c� I PIPE DISTRIBUTION UNIT I A/ 1 I AND TWO (3) 1/2"TPW I w DOWN TO FLOOR DRAINS 4"V-UP F� II 1 TO 4"V.T R. \ 1 INFLUENT I 1 12" ANOXIC TAN I CEUBEAEE ( z C� TA NI I \ I CHAMBER 4" 1 2" 4 V-UP ( / TO 4"V.T.R. �-4" 1 1 I 4» 4" IN �'a TPW - CONNECT 4"VENT AERATION AERATION ( F.D."A" _ 2 2 2"V-DN `� TAONKQ00 UALIZATION 4"V-DN // I TO 4'UV.T.R. TAN I \ TAN f \ I 4" N � / I I �= 4 --__-- I � E O C H I I � O BY G.C. BY P.C. I I 1 I 1 U 04 � v 1/2"HB (18" A.F.F.) I 04 3/4" CONNECT INSTALL FLOOR INSTALL HEAT CABLE ON H.W. PIPE I 1 1 3/4-GAS TO DRAIN AT BOTTO UNDER INSULATION - CABLE TO BE EQUAL ( O ~ UNIT HEATER OF TROUGH (62. ) TO "WARM TRACE" AS MANUFACTURED BY ( ( O NON-FREEZE I (75 C.F.H.) THERMON SET TO MAINTAIN 120' WATER I „ WALL HYDRANT MOUNT 24"A.F.G. 4" I/^\ S&W/ I I " 3/4 CW-DROP I CON NECT 1/2" / » I 1" 050) 4» I UNIT HEATER x vx x x x x x X\ X\ ') F.D."A" 4"W&T (TYPICAL) (75 C.F.H.) I I 1" INV. 61.03'/ 1-1/2" (325) 3 4" 1-1/2" )-1/2" (325) I1 S&W O I G r = G-� ° ° go G 3 4 " NON-FREEZE WALL ANT - - - II - II _,•�I--_ _ - ---• - - — - » I » » (23 0) MOUNT 2'D4RA.G. " " " I 8 F 1 8 FT 1 8 FT » " I I �--' » F.b. A » 1/8 /FT 1 8 /FT 1/ / T / / / / �4 3/ F.C.O. 4 4 �-3/4 L-1 4 1 4 _ 4 I_ 4 I 1u _ II _ _ _ _- -- I � _ _ F.C.O. �►- { F ----- -� _ - -►----- - I - - - - - - - __ I� - - - - - - - - - - - - I - - — ;F� 2J _ l Tp3 I r �I- � `3" - 3� I I F.D."A" II II IL - - - - - - - NZ - - - - 1-1/4"GA TO ° ° - - - - -__ __-I I I I I� 3" I I 3" 3" UNIT (BY V.A.C.11 I 3 4"CW-DROP 2" 1 I RUN 3 4"WATER TQ ------- �►----------- - -- ---�►- ( I - '-----�I- ----- ----- (175 C.F.H.) » 3/4" / 21 _ EYEWASH UNDER SLAB II I I1 2 2 (500) 1/2"HB (18" A.F.F.) -DN II �» -DN I I G I G I T PRIMER WITH 4 I 4" » II � 1 1 » 3/4» I I I 1-1/2" (325) " I� 1-1 ,,..�,�, » TRAP PRIMER WITH 3 I 4 " I II 3 -� II PIPE DISTRIBUTION UNIT PIPE DISTRIBUTION UNIT II 1 " AND FOUR (4) 1/2"TPW - - - - - - 1 GAS AND THREE (3) 1/2"TPW I 2" P-5 TEMPERING 1 �`- I) /( 2 1/2" DOWN TO FLOOR DRAINS SHUTGOFFYVALVE w 3 c� VALVE - SEE SPEC FIN. FLOOR ELEV. I T c�2 T w DOWN TO FLOOR DRAINS I a II 1 1 2„ TPWW P-4 BLENDING F l 1 II 64.50' 1 1 1 II / I � I UNIT - SEE SPEC 1 z I - - - - - - I +,-3/4" I I i TPW 1/2» TPW" " t 3/4 1/2" t TPW � "�' GAS METER & GAS � 1-1/4 HW-DROP I 1/2" I SERVICE BY LOCAL 1 I II 3� " GAS CO. - P.C. TO REVISIONS I I I 1-1/4 TW-DROP � 2 V-DN COST INSTALL EXPOSED II I 1-1/4F DW ADROP �� 1 I TO BE CO-ORDINATE BACKCHARGED 1 F.D."A" CONNECT AT CEILING 1" II I " » _ 1 TO OWNER. ) 2 1 1-1/4-GAS T II 1 II 1 1-1/4 I- - - - - I UNIT (BY H.V. .C.) _ _.�. _ _ _ _ _ I �� .,,�_ _ _ _.�. _ _ 1/4.. I (TOTAL LOAD 2850 C.F.H.) O O 175 C.F.H.)`- - - -�- - - 4" F.D."A' I 3 1 T3/4» I 2 3/4 1-1/2 4 3/4 4 " » I " 4" F.C.O. �4» 2» 11 I I I F.C.O. I_ 3/4" 11 2" I I 1/8 L ­1 z 5 »/FT - I 3" I I �1 6 I I 2» 1 I I I " 11- / » 1 2" f L -�-- -�--1 4" 1/2"CW-DROP 7 BLOWER ROOM 1 2"V-DN II DN I� I III 3" 1-,/2 1 1 1 4"v S& I 35-DN 2"V-DN I, 4"V-DN DRAWN BY' W.J.A. 1 1 Iy � CHECKED BY- J.E.Z. DATE DRAWN: 09/11/01 II DUAL-TEMP HOSE BIBB - 0 0A P R 0 E D II CHICAGO NO. 835 018"A.F.F. 1 DATE ISSUED: 09/11/01 WATER METER & RPBP / " SCALE: 1/2'-1'-0" ', II 1/2"CW-DROP 3 4 CW-DROP II 1/2"HW-DROP IN�. 62.00' y SACHUSE i TS DEPARTME T OI" JOB NUMBER: 9841G 1 2"W&T TO SEE DETAIL DWG G.P-2 ELECTRIC WATER NON-FREEZE II » » » 1/2" "W DROP I IROTEC a ION 3 W-DN & 2 V 1-1/2 WATER SERVICE HEATER - SEE WALL HYDRANT �" �t�'�I��?�I,,�EINT ! Pew II 1/2"CW-DROP TO 6"A.F.F. (BY G.C.) 3 DETAIL DWG G.P-2 MOUNT 24"A.F.G. 1-1 2 W&T TO ARCHITECTS SEAL II 1 1/2"HW-DROP 2"W-DN & 2"V 1/2 W-DROP o date II o 2 V-DN 'li I CU I 4"III) o 1 1 4» o ci 11 m m I tj I � I ci j CONNECT 4"VENT (3 TO SETTLING TANK m m AL FLOOR PLAN - PLUMBING ENGINEER'S 5� �H of oaf SCALE:1/2"=1'-0" o��P� As9cyG VJAYNE ° 2i GRIFFITH o No. 35519 SHEET NU BER I j ill cA THREADED ROD LEGEND ADJUSTABLE CLEVIS HANGER N PIPE f SYMBOL ABBREV. DESCRIPTION o S/W SANITARY SOIL AND/OR WASTE PIPE —4 S/W SANITARY SOIL AND/OR WASTE PIPE ( BURIED ) FIXTURE SCHEDULE ______ V. VENT PIPE PROVIDE 12 LONG SHIELD FOR ALL PIPES AND ALL SHIELDS TO V. VENT PIPE ( BURIED ) BE 16 GA. GALVANIZED STEEL FIBERGLASS fNSULATION FIXTURE S./W. V. C.W. H.W. DESCRIPTION PER SPECIFICATION - C.W. COLD WATER PIPE WATER CLOSET- KOHLER MODEL No. K-3427U FLOOR-MOUNTED, TANK TYPE - - H.W. HOT WATER PIPE P-1 4" 2" 1/2" - VITREOUS CHINA WATER CLOSET WITH ELONGATED BOWL AND INSULATED G G GAS PIPE TANK. UNIT TO HAVE MODEL K-4666-C SOLID PLASTIC SEAT WITH COVER AND K-7637 ANGLE STOPS. 0 UP PIPING RISE OR UP PIPE HANGER DETAIL LAVATORY —KOHLER MODEL K-12634 "MORNHICAG NGSIDE" VITREOUS CHINA, CONCEALED 2" 2" 1/2" 1/2" FAUCET WITH CHROMEARM CARRIER YPLATED AND AIDE ST PS/S PPUES A DEOFFSETSDRAIN W PMETERI TRAP NG C DP/DN PIPING DROP OR DOWN NOT TO SCALE INSULATE SUPPLIES & WASTE W/ HANDI-LAV-GUARD MODEL #102. e PIPING TEE LOOKING DOWN SERVICE SINK- KOHLER MODEL K-6652 SERVICE SINK W/ ENAMELED TRAP P-3 3" 2" 1/2" 1/2" WITH STRAINER AND STAINLESS STEEL RIM GUARDS. F.C.O. FLUSH FLOOR CLEANOUT (J.R. SMITH FIG. 4023) PROVIDE CHICAGO 835 FAUCET. - _ - 1 0-I D.C.O. DANDY CLEANOUT EMERGENCY SHOWER/BLENDING UNIT — ENCON MODEL 01050275 W/ MODEL 37111000 — VALVE CABINET MOUNTED ON WALL — PROVIDE CHECK VALVES & SHUT—OFF VALVE (APOLLO SERIES 70-200) REDUCED PRESSURE BACKFLOW SHUT-OFF VALVES IN HOT & COLD WATER SUPPLIES, TO FIXTURES & EQUIPMENT PREVENTER ASSEMBLY — 1-1/2" SIZE EMERGENCY EYEWASH/TEMPERING VALVE - ENCON MODEL 01035402 W/ MODEL :S&W S.&W. STOP AND WASTE VALVE (APOLLO 95-204-01) COMPLETE WITH GATE VALES & „ TEST COCKS— WATTS NO. 909 � - - - 3/4 01052382 TREADLE KIT AND LAWLER MODEL 911E/F-84908 - PROVIDE CHECK SUPPORT ASSEMBLY W/L BRACKET VALVES & SHUT-OFF VALVES IN HOT & COLD WATER SUPPLIES. = GAS COCK 1-1/4" WATER METER TO BE I LAGGED TO WALL W/PIPE CLAMPS NOTES: P.T. P-TRAP FURNISHED & INSTALLED BY P.C. U— METER TO CONFORM TO ALL 1. THE COLOR OF ALL FIXTURES IS TO BE WHITE. LOCAL REQUIREMENTS DIAL PRESURE GAUGE H.B. HOSE BIBS CHICAGO MODEL 998 REDUCING UNION 0' TO 150' W/ SNUBBER 2. .P� FIXTURE TO HAVE SYMMONS N0. 4-10 MIXING VALVE ON HOT WATER SUPPLY (SET AT 110') �I ( ) ( TYPICAL ) I I & STOP W.H. WALL HYDRANT (J.R. SMITH FIG. 5609-QT) SHUT-OF1/2" TEST VALVE ❑ F.D. FLOOR DRAIN SEE SCHEDULE - THIS DWG ( TYPICAL F j ALVE ( ) 1-1/2" BY P.C. I AIR CAP FUNNEL �� TRAP PRIMER BY G.C. IHERSEY #65657 DRAIN SCHEDULE TPW T.P.W. TRAP PRIMER WATER PIPE M� 1- " W.&T. WASTE & TRAP DOMESTIC WAATERTER 6" 1/2 FINISHED FLOOR SERVICE— FULL SIZE VENT DRAIN ( BY G.C.) CONCRETE PAD BY G.C. TYPE LOCATION MANUFACTURER FIG. NO. DESCRIPTION V.T.R. VENT THRU ROOF V " TREATMENT PLANT JR SMITH 2330 W/ SEDIMENT BUCKET — DRAINS TO INV. INVERT A HAVE TRAP PRIMER CONNECTION P.C. PLUMBING CONTRACTOR G.C. GENERAL CONTRACTOR ILT IV E.C. ELECTRICAL CONTRACTOR WATER METER DETAIL H.V.A.C. HEATING, VENTILATING AND NOT TO SCALE AIR CONDITIONING CONTRACTOR A.F.F. ABOVE FINISHED FLOOR 0 T.W. TEMPERED WATER A.F.G. ABOVE FINISHED GRADE C.F.H. CUBIC FEET PER HOUR EII W 2" PUMP DISCHARGE— TO BE A 00 TYPE "M" COPPER — SEE N DRAWING G.P-1 FOR CONTINUATION WIRING (BY E.C.) SOLID METAL L COVER & FRAME CHECK VALVE (TYP.) ( BY P.C. ) 10 SHUT—OFF VALVE (TYP.) FINISH FLOOR (51.00') U PLUMBING NOTES A —INLET PIPE INV. 49.45' 1. THE WORK COVERED BY THIS CONTRACT SHALL INCLUDE, UNLESS 12. PIPING V SPECIFIED OTHERWISE THE FURNISHING OF ALL LABOR EQUIPMENT ICA 24" DIAMETER FIBERGLASS SUBMERSIBLE SUMP TOOLS, RIGGING, HOISTING, STAGING AND MATERIALS AND THE ' (A) SANITARY SYSTEMS PIPING BELOW THE SLAB SHALL BE COATED, 0-4 BASIN 3'-6" DEEP BY P.C. <,. PUMP — EQUAL TO PERFORMANCE OF ALL OPERATIONS NECESSARY FOR PROPER AND SERVICE WEIGHT, CAST IRON PIPE WITH HUB JOINTS HAVING BARNES MODEL SEV-511F COMPLETE EXECUTION OF THE WORK IN ACCORDANCE WITH THESE RESILIENT RUBBER GASKETS. PIPING ABOVE GROUND SHALL BE A ( � P.C. DRAWINGS, SUBJECT TO THE TERMS AND CONDITIONS OF THIS OF SERVICE-WEIGHT CAST IRON PIPE WITH MASSACHUSETTS �j PIT (BY G.C.) _ CONTRACT. z NATURAL EARTH APPROVED "NO-HUB" FITTINGS. VENT PIPING ABOVE GRADE, TWO INCHES (2") AND SMALLER, MAY BE TYPE "M" COPPER TUBING 2. ALL WORK SHALL BE INSTALLED IN A FIRST-CLASS MANNER CONSISTENT WITH SWEATED JOINTS OR SCHEDULE 40 GALVANIZED STEEL PIPE WITH THE BEST CURRENT PRACTICES. ITEMS NOT SHOWN ON THESE WITH THREADED JOINTS. DRAWINGS, BUT WHICH ARE NECESSARY TO MAKE A COMPLETE PLUMBING O SYSTEM OFTHE WORKINSTALLATION, UNDER THISSHALL CONTRACT.FURNISHED ALL LAYOUTS INSTALLED ARE DIAGRAMMATIC (B) "LI"L HARD DOMESTIC RAWNACOP EIRI TUBING. TUBING AND FITTINGS SHALL AND FINAL ARRANGEMENT SHALL SUIT FIELD CONDITIONS. BE JOINED WITH LEAD-FREE SOLDER AND A NON-CORROSIVE FLUX. SUMP PUMP DETAIL WATER PIPING BELOW THE SLAB SHALL BE TYPE "K" SOFT TEMPER 3. ALL WORK SHALL BE INSTALLED IN CONFORMANCE TO THE GOVERNING COPPER TUBING WITH COMPRESSION FITTINGS. NOT TO SCALE CODES, REGULATIONS AND ORDINANCES. THESE REQUIREMENTS ARE MINIMUM CRITERIA AND NO REDUCTIONS IN STANDARDS CALLED FOR ON (C) GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE, CONFORMING THE DRAWINGS, PERMITTED BY CODE, WILL BE ALLOWED. OBTAIN AND WITH ASTM STANDARD A.53-F. PAY FOR ALL INSPECTIONS, LICENSES, PERMITS AND APPROVALS REQUIRED BY GOVERNING AUTHORITIES AND INSTALL ALL WORK IN 13. VALVES COMPLIANCE THEREOF. (A) SHUT-OFF VALVES IN INTERIOR DOMESTIC WATER SYSTEMS SHALL 4. ALL MATERIALS AND WORKMANSHIP SHALL CARRY THE STANDARD BE PROVIDED ON CONNECTIONS TO EACH GROUP OF FIXTURES AND WARRANTY AGAINST ALL DEFECTS FOR A PERIOD OF NOT LESS THAN ONE FIXTURES FED SEPARATELY FROM PIPING MAINS. VALVES SHALL YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK. ANY FAULT DUE BE OF THE BALL TYPE WITH SOLDER ENDS. W TEMPERING VALVE TO DEFECTIVE MATERIALS, EQUIPMENT, OR WORKMANSHIP WHICH MAY DEVELOP WITHIN THAT PERIOD SHALL BE MADE GOOD, FORTHWITH, BY z (SYMMONS THERMIXER 1-1/4" (B) GAS VALVES SHALL BE FURNISHED AND INSTALLED AT CONNECTIONS MODEL N0. 5-130—CKX—SW AND AT THE EXPENSE OF THE PLUMBING CONTRACTOR, INCLUDING ANY TO EACH APPLIANCE AND AT EACH RISER. GAS COCKS SHALL BE DAMAGE DONE TO AREAS, MATERIALS, AND OTHER SYSTEMS RESULTING BRASS BODY TEE—HANDLE TYPE WITH BOSTON KEY. THERMOMETER 1-1/4" FROM THIS FAILURE. REVISIONS 14. HANGERS 5. THE PLUMBING CONTRACTOR SHALL CONFER WITH ALL OTHER 1 CONTRACTORS AS TO THE LOCATION OF THEIR WORK BEFORE BEGINNING (A) VERTICAL PIPE SHALL BE SUPPORTED BY SPLIT-RING TYPE 2 THE INSTALLATION OF THE PLUMBING SYSTEM. HE SHALL INSTALL ALL CLAMPS. HANGERS ON HORIZONTAL PIPING SHALL BE OF THE WORK IN SUCH A MANNER AS TO AVOID INTERFERENCE WITH ALL OTHER CLEVIS TYPE, HAVING THE FOLLOWING SPACING: 3 SHOCK ABSORBER SHUT-OFF VALVE (TYP.) TRADES. (1) CAST IRON PIPE - 5'-0" AT HUBS FOR FIVE FOOT (5') 4 (J.R. SMITH #5010) 6. THIS CONTRACTOR SHALL STUDY ALL RELATED ARCHITECTURAL, LENGTHS; ONE (1) HANGER AT HUB AND ONE (1) AT MID- 5 STRUCTURAL, ELECTRICAL AND UTILITY DRAWINGS, AS WELL AS THE POINT FOR TEN FOOT (10') LENGTHS. SPECIFICATIONS AND ALL OTHER AVAILABLE INFORMATION PRIOR TO 6 SUBMITTING HIS BID PRICE. THE BIDDERS SHALL ALSO FULLY INFORM (2) COPPER TUBING AND STEEL PIPE - 6'-0" O.C. FOR 1-1/4" THEMSELVES OF ALL LOCAL AND STATE CODE REQUIREMENTS. AND SMALLER; 10'-0" O.C. FOR 1-1/2" AND LARGER. 7 GAS PIPE TEMP. & PRESS. VACUUM RELIEF 1" THICK PRESSURE TREATED RELIEF VALVE ��'� 7. THE PLUMBING CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY 15. DOMESTIC WATER PIPING ABOVE THE SLAB SHALL BE INSULATED WITH DRAWN BY- W.J.A. WOODSTRIP BETWEEN PIPE I LOCATIONS FOR CONNECTIONS TO SERVICES. ANY CONFLICTS BETWEEN HEAVY-DENSITY FIBERGLASS INSULATION, ONE INCH (1") THICK, WITH CHECKED BY: J.E.Z. 1" GALVANIZED STEEL & BLOCK THE DRAWINGS AND FIELD CONDITIONS SHALL BE BROUGHT TO THE A VAPOR BARRIER JACKET HAVING A SELF-SEALING LAP. ALL WATER UNION (TYPICAL) ATTENTION OF THE ARCHITECT BEFORE THIS CONTRACTOR SUBMITS HIS PIPING BELOW THE SLAB SHALL BE COVERED WITH 1/2- 2" THICK, CLOSED BLOCK W/ GALVANIZED DATE DRAWN: 09/11/01 STRAP- SECURE TO PRICE FOR THE WORK. CELL NEOPRENE INSULATION. DATE ISSUED: 09/11/01 SCREWS ELECTRIC D.W.H. HUBBELL 8. SUBMIT SHOP DRAWINGS OF ALL EQUIPMENT AND MATERIALS TO BE 16. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL BE FURNISHED AND SCALE: NONE FULL SIZE INCORPORATED IN THE WORK. THIS CONTRACTOR SHALL ASSUME ALL INSTALLED COMPLETE WITH ALL SUPPORTS TRAPS CONNECTIONS 10"x10"x1-1/2" 6"x6"x6" PRESSURE TREATED DISCHARGE MODEL E50-6.OSL COSTS FOR ANY ADDITIONAL CORRECTIONS, SUPPORTS OR CONSTRUCTION JOB NUMBER: 9841G FOR 480V., 1 PHASE I REQUIRED FOR MATERIALS WHICH ARE SUBSTITUTED FOR THOSE SPECIFIED. FITTINGS, AND ANY INCIDENTALS REQUIRED TO MAKE A COMPLETE PROTECTION WOOD BLOCK INSTALLATION. ARCHITECTS SEAL BOARD GRADE 4" HIGH x TANK O.D. 17. ALL PLUMBING SYSTEM WORK SHALL BE TESTED AS DIRECTED BY THE +4" SQUARE CONC. 9. ALL MATERIALS, PIPING, FITTINGS, FIXTURES, ETC. SHALL BE PAD (BY G.C.) PROPERLY PROTECTED TO PREVENT OBSTRUCTIONS AND/OR DAMAGE. LOCAL PLUMBING INSPECTOR AND ALL DEFECTS SHALL BE REPAIRED TO HIS SATISFACTION AT NO COST TO THE OWNER. NOTE: DISCHARGE PIPE 10. CUTTING AND PATCHING OF MASONRY, CONCRETE, OR OTHER PARTS OF V1 E D TO RUN TO 6" ( TANK DRAIN THE STRUCTURE SHALL BE PERFORMED BY THE GENERAL CONTRACTOR. SUPPORTS SHALL BE PROVIDED ON EXTERIOR GENERATOR GAS PIPING ABOVE FLOORA P P R 0 AT 5'-0" INTERVALS & AT EACH TAKE—OFF OR CHANGE IN DIRECTION. 11. ACCESS PANELS SHALL BE FURNISHED BY THIS CONTACTOR AND FLOOR INSTALLED BY THE GENERAL CONTRACTOR. ,A,SSACHUSETTS DEPAR T MEI"IT OF EI' N ll °I`ve'��tENTAL P OTEC:TIOI�I ENGINEER'S SEAL 7 �1H OF Mqs GAS PIPING SUPPORT DETAIL �R�� �� �� ''�'�'� ��`� HOT WATER HEATER DETAIL - WAYNEA. NOT TO SCALE CDGRIFFITH NOT TO SCALE No. 35519 SHEET NU ER I Vanasse Hangen Brustfin, Inc. Transportation T.W.=51.0 x Land Development Environmental Services 101 Walnut Street,P.O.Box 9151 Watertown,Massachusetts 02471 617 9241770•FAX 617 924 2286 N N 4< C; 52"-8„ 50"-8", 94 .......... 'll t— --------J BASE OF BRIDGE CRANE F.F.=64.5x ABOVE (SEE STRUCTURAL 3 & SPECIFICATIONS.) N HAND RAIL (TYP) 1 " 0 4"-0"" ALL AROUND SEE ARCH PLANS ° ° I _ T_W_ 64.5 2`-t' DTA. ® ® ® DESIGN NOTES: -_ 53.Ox X3.-0„DEEP � SUMP PIT TANK WALL THICKNESS SHOWN ARE APPROXIMATE S P , FINAL THICKNESS TO BE DETERMINED BY STRUCTURAL. SHIPS LADDER B.F.=51.0 i PUMP ` 8`"X8'" PIPE PER SECTION D 0 x RECIRCULATIOi�', � �-0� 2"-2"" NOTCH (TYP) ON DWG. G.A-1 ;n PUMPS IN WALL 2 2 3 4 o 0 : - _ . 0 E 3 DRO?. _ o TW. 67:5 — CHAIN RAIL r, SEE SECTION 5 ON DWG. G.Z-4 h\ 6 -0 �0 10"-0` 1 _0, �� _ _ 11 , 0'' 3 -6 -p" 4 0". _ Y k 4` 0" _' DIP I i NnT1 l In .4 __. I "w, _ — I f ( N t -� r I I [- /� �t o ` 0 T� G Z 3 ( w It - _ I I ,1 2 } ; st I + 1 4 t �% -------------- — I' _ 9' DEEP 3 T - E T.W.-67.5 W.=67.83 cv 2 - - - I _ ROP T - . W.-64.5 I , _ 1 i , y i I FLOW - - . _ I �'�� r ` ° _ -A - .: 5"-0"" 3/16"' STEEL CHAIN WITH LATCH SLIP INFLUENT `' ��� -- -� � TI _. ��� ILL - �- �� HOOK ONE END OF EACH SECTION. _ i 1 .., - _ 0 - ;- PROVIDE WELDED LOOP ON POSTS FOR CHAIN Al� OXIC% TAN( - _- _ INK � I I FASTENING G i I ANOXIC �� i ]{ W.L.=64`-10"'f ; LIQUID EL_ 64'-9 _ LIQUID EL.=64'-6 4 B.F.=:}1.0 _ i ' I I TYPICAL LOUVER �u -- TYP PER ARCH & MECH L PLANS I A E I j! 3 INTERMITTENT ` _ �� `: ( - —__ NE I ! I LIQUID — - - 1D 64 3 W 67 83 FINE -FI _ CDARSE ;:' -- I BUBBL>= - �sT ` - N _—''. --- ---_B _ _ ._ _" w I BUBBLE X INTER - — : : BUBBLE - 5 TYP- - ` r }- - E r MITTENT _ u MIXING f- — ` -- -�' x r7 , q x 65. �t CO ARSE 3 �-' �, ___. -,� __ _ -.r C � N4ASS,4CHUSETTS DEPARTMENT O BUBBLE r� o _r` - _ gnu _. - --- — — F 64 5 NTAL PROTECTION a r H T - E x RP € � � - BUBBLE -+�- __ �,X,^ I � �� ; -,;- � .� ��" ! ��-; E -' MIXING -. I ENVIRONMENTAL €€ I _ T.�\.=64.5 - 2�02 _ a , � MIXING x JAN 7 FL dare _— KXA o g U f F., .=67.5x II PERMEATE PUMPS � 8"X8­ PIPE EYE WASH II 4 i STATION € ; NOTCH TYP 00 _ "Z IN WALL LADDER 4 x STAIRS o ®� ® x ,r, N LADDER X " 2 o STAIRS VIEW WINDOW 4 pH CONTROLLER `� _ - I BACKPULSE ° SODIUM HYDROXIDE `0 ° I 300 GAL_ 1.1 o CONTAINER M N o o 3 TANK ° o SODIUM HYDROXIDE PUMP 64.17 x 65.5 3" �, 2 T_W.=64.5 € 2 1 "X2" HIGH VIEW WINDOW 3 C NTAINMENT BASIN 3 I 3 l \�DEP TEAM COMMENTS 9 04 01 i 4"" DEEP TYP. No. I Revision Date ppvd. j I Designed by Drown by Checked by J UV CONTROL PANEL J — CAD checked by Approved by LOUVER o UV UNIT BACKPULSE PUMPS 8`" BLOCK I— W d-- Scale n , „ Dote AIR I Q 1/2 =1 -0 7/24/Ol I < 0 31 "` DIA. SUGAR MIX TANK W/MIXER OVERHEAD SHOWER I Project Title INTAKE I DO o 65.Ox 65.Ox Q o F.F.=64.5 AND METERING PUMP , � 64.5 z x & EYE WASH ®tL�lt �..,a�cl1� I z m x z LAVATORY 0 1 0 0 _ I WALL STORAGE UNIT 2 � ' Wastewater Collection. & X o ABOVE i Q0, 0 SERVICE SINK 'treatment Faclhty j WATER HEATER _\ Barusta�ble, Massachusetts '- BLOWERSOUND PANELS CONTROLS L11 TESTING © Issued for PER ARCH. DWG. G.A-1 a . WORK BENCH t`-'1 Groundwater Discharge Permit . . .a . - - I {I{ [drawing Title I t ELECTRIC & CONTROL PANELS GRAB BAR (SEE ELECTRIC PLANS) 7'-6` t N N 8'-2"" Process Floor Plan ► i NOTE: 1 . Q3 REFER TO FINISH SCHEDULE ON G.Z-3 Drawing Number ova I F � 3Rr� 1 G*z I 793.7 Sheet of j ¢ age AL ------------ Project Number 05162 \\Maws ddlld\05162\cad\ldd wastewater-zenon105162plot.dwg I C' Jilin l Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services I — 1 101 Walnut Street,P.O.Box 9151 Watertown,Massachusetts 02471 ————————! 617 924 1 770•FAX 617 924 2286 i S 3 BACKCHECK VALVE & GATE VALVE , I ' o o —! Io 0 C 3" SCH80 PVC I ° 101CROSS CONNECTION o _ 'rw . Fe - Ii o DISCHARGE � 3 " i -- Yy ,I ' SCH 0 PVC I i SUMP PIT f j 2""SCH80 PVC k; CROSS ONNECTION SUI��IP � €Q i� TO INFLUENT PUMP �� � ' TOMNFLUEN DISCHARGE TANK TANK l 8"X8" PIPE I I' i li Il I a RECIRCULATION NOTCH (TYP) RCULATION`, 4"" SCH80 PVC RECIRCULATION -�- PUMPS I IN WALL P k ;FAO - : - ,� F.D. ` I SUMP 2 ' s �— 4 SCH80 PVC RECIRCULATION DISCHARGE 2 �3 ! I PUMP -- -t--3T ° I i --rye— PER PLUMBING PLANS PLUG TYP . VALVE , [ U I IR U 4"SCH40 I i AIRY I I 8,"X8` PIPE ' D. S I-lit 4 I N VtTAtE_ I 5i 2 2 I _ f I DEEP 3 i I _ h I { t r s r ! ; - El— € 2 n SCH80 PVC l I - �, I I I ! PERMEATE TO DIP TANK FILL ? f 0"" D I A. -"'i ---_-( ! f I —._._._.� i �— II "" I 1 ''t j\ 1,.'� t" ! ``� ' ,; ? (v' W { ! s ?, ; - 2 SCH 80 P VCR :; If ,i __'✓, , -t ,,' '. ,,_, it:.,. �s t^c j fl I�— ! 2`"PVC I �; r ' ! eE LL I � ;� —I £ice ��. . a , U TI �� , RMEA Ej �r-� :I �, a. r � 'Z' € .�. [' 1 � I ,n ��.. !".;. j '� S N� I t �,_. i i [-- :, _`�.'�-" SCH 80 - ---------- � I �;, 4 �.� 3 _.� ..; ��_ , - �� _ s� :,� ��, � - -;� {f( -- —_ � � .ti:{ + ., c l r t+ `';\': 1fr :.i: .=tta, i ; E .-- il3i 'l1'i i:..-- �.:�':, �,� S T--7 i ; �l --t` - �y� _9 G }S '\ .: i 'i 1 '�_•LJ_"--- i t € �-L —— - ::_�� € r.-� .1 .. =- J` Li`�✓ (; a �i# ;1 ^1 ?� 1 i' €( ! i` � "1 c---¢ �_D „ LLJ ; PIPES _ I _, __� I i I I ! I FLOW--- -., -_- j 4 r —.——!—————————— -- "i 'r _ "^a :� \ J- I `-rr`n .S `T_`__}�.'-"` .`r""_'-._._. s Ji-, L €� € c"- V -� -� r-�r 7-- - i - PVC v FROM ---------- __- l , , �� I f \ f f i-= t 0 o 1 ( a S f 1 r4? d ..: I I ' I iry EQ. TANK I E _ I �.i �. ti I ! ( { i " -� �/ I 4 S r li I �i - nLU I ! W. — y ' 'vs _� ==5 3 " SLEEVES 1 ��.; � - —�c` l LIQUID ��_ �1i - 6 ' 1 € i I B r- `;; Fl I Of i G O �-3 J E` MI Lt_ t ! E ? C ARSF j 13I ,nn! Q t fi :y --- r' I }� = i ► `�---v I 6" SQUARE OPENING FOR i E JBL E - -n- - . - � ,__ I � WG jIii - - E DI A. QUICK DISC ONNECT 6DIA.2 HOSE SLUDGE DISPOSAL MOTOR Q7 t 3 "D 4"W/GATE AI,N NDER C �1; EL ECONTROL L ALVE �:ALVE --_Tf' SUMP PVC!2? � `BUTTERFLY —I� TF MANUAL F BACKPELSEVALVE a MOTO >--BUTT RF-LY SUGAR CONTROL 4" SCH40 VALV (TYP) NAOH TUBIN SUGAR gUTTERFL ? i L AIR SUPPLY iTUBING - _ _ ��kEV _ `a -- l I TUBING E-- =_ ,, 8""X8" PIPE I , _ ; I Q } L i\I L�I L_! ! L �1J�:`i i NOTCH (TYP) �- 2"` SCH PVC ! IN WALL GRATE & PIPE ! s . _-.- - -;� PERMEATE TROUGH I 0 BACKrP SE ,n KOBOLD 0P P f BOTTOM 62.5 i 1 AIRLINE _-- ! . i•` ; / ! rJ ,, ! ry. � G.Z-6DiI Q--✓! sli SWITCH{_� il� � ;t'C.O. ! i i, _ _ o a �rIEIT OF , s d ,3; M/a55 ,C HOSE I, EFFLUENT FLOW '_�! L, —' TTSEI�A ' � 1, i f` 3 4 U a �. ENVIRONMENTAL JtEtvTAL ��,.OTECTION I, �� I AIhiL,� '� N METER I n I o vT' - - . a ; �� l i` i \ i :i I ✓ } t l r' }---y---'-1 {- i :0 !f i E �` O O - - - - - - - - - - — — ER eat " `� _:- ---� � - - - - - - - - - -- - - - - FLOOR _ � _ - - -- -- .. _ 2 '� I 6`"PVC SD R 35 - I-- -- - w ti� - ,` i, I - A3�---® i �'� _ _ - '' _ _ i DISCHARGE it r ilI i` ._�' TYP. i I TO DOSING j r CHAMBER AIR I I € / Co" '-j:,.j/�� ;r ,.�i^[ L �,,o� ! R)0L A1",,`, � % f 3. SCH80 PVC I I DRAINS ; _ 3/8"" SUGAR ,` BACKPULSE SUCTION U i I I (i {y i € V i 1!T ,- fir \[� U1 VALVE = TUBING J 2" SCH80 PVC ----, U . ; Ik, .F; f`,,'lvlI f_R BACKPy -S SUCTION<< 6„PVC SCH40 f r i ` EFFLUENT - TO DOSING ! ( I Jr CHAMBER - - 2 (UNDER SLAB) i !Y f t ! l� � I � — 1, j 1- _ —i i f i,s , i DEP TAM MM N9/04/01 1 I'ti�� ) � j E CO E TS No. Revision Date vd. Designed Drawn Checke d byt K �E N^ i CAD checked by Approved by i r ; - y ! Scale 1'2�r=1�-��� Date 7/24/01 i f Project Title I I l Cotuit Landing 1 / % l Wastewater Collection & .r Treatment Facili Barmtable, Massachusetts l 3 Issued for I N 0 TE: Groundwater Discharge Permit 1 . PIPING SCHEMATICS HEREON SHOW GENERAL CONFIGURATION AND LOCATIONS OF PIPE I SYSTEMS CONNECTING PROCESS ELEMENTS. REFER TO ZENON PROCESS DESIGN MANUAL I Drawing Title I FOR ELEMENTS OF PIPE SYSTEM SUCH AS GATE VALVES, PLUG VALVES, SOLENOID VALVES, COUPLING, UNIONS, TEES, WYES, ELBOWS, PRESSURE SENSORS, AND OTHER PIPING ELEMENTS REQUIRED Pr®CeSS Piping Plan TO MAKE A COMPLETE INSTALLATION. 2. D REFER TO FINISH SCHEDULE ON G.Z-3 I , € I Drawing Number I i f< Y c^ �I U tN 0.Y78� eS Sheet of y^E Gel � 1 2 LIST gip. t Project Number / 05162 E i \1Mawald\ d\05162\cadlld\wastewater-zenonl05162p1ot.dw r I I I 1 i I i Ir Vanasse Hangen Brustfin, .Inc. Transportation Land Development Environmental Services 101 Walnut street,P.O.Box 9151 Watertown,Massachusetts 02471 1 617 9241770•FAX 617 924 2286 e � j F ° SEE WEIR DETAIL I E 70 70 E 2 TOP OF WALLS I INV.ELEV_-66.0 2-3 SLEEVES TYP_ E 2-2"" SCH. 80 STAINLESS STEEL ` 68 PVHANDHOLD I I' t ELEV.67.5 ELEV.67.5 2 68 aA .d- COPOLYMER MANHOLE 411. - HAND STEPS AT TOP OF I _ 4 •' 66 a' -- RAIL 66 64.8E °_ TO WALKWAY. 64.75 # \ 64.5 ° . a d d. I a . ELEV.64.5 ° .d �: 64.25 °: Q. 64.0 n.. d ELEV.64.5 4 (TYP.) FROM WALL - a ° d v v i 64 - 64 TO BACK OF FLANGE d a . 1A. < ° d :A-- CAST IRON WALL SLEEVE 62.5±WEER d ELEV.62.25 a ELEV_64.35 6 2 — ;----_ '� a�' : a` WEIR -- - d . - A. — 6 2 z N °'d:� a` ELEV.64.60 WEIR a 1 ✓ V FROM 5. ELEV.64.10 Q ' EQ_ PUMPS _ _ _ n d n a s ,.- .. r !7:.. ;y t^..-.-..7 Q A".::_ r-_'-' .:-.—^ ,"-. < a'7 y"`' .. .. ` _ "-'. ;. fy^^ - t z-. `•i i ::; .-s a. y / e < 1 ,7 ". ni . .•' ;; _z is :=! .. <F ,.., •r r_ - .s ! ,.! ,.'�.- }7 ;.I F,I - ° {.1 ' F1 fi %.! 7 n- _ :i,—.r�.- ,(µ s" _ Qd `. , ..r .t'C=t" r•_ s .:` �`a?'. .:r-:..-r..-- --F-.r .� —:y--L',l— l._';' ,L .L �,^ `,.:}--- �";. `, 60 z 'i' } Ii e E = j ° 60 Ot .. t,a. _, .. e,.. r -4 ri r y^•,,"'y ;� E 'z - '-,-.a Ft ii i.. fi -•-^ t`c? ;y s --y �7 n — t ::'gin a r r rn ry �• _3 vy t -d. }.: f3. ,1 :t :d Ea.. -''°. :! '-�: zt '^.-� x-f ff"..'.`: sa" Ii :I" l 7 1_ 3 ... 7 n. I "F 1.` ,� .i t•— I a 1 I 4. -t C 1;:.=M1 =J:i ° A x,.a-'.� L-1 3.°`� %"5'' d OL Ai - d s WA ryr �y — �,": 1 rV tom . ,•p s .4 A' i . 4 p _!` Q •d Q t 7 s _t� �•, a' ° t t �i �. Q f$_L.-5 —0'I a - W.L.-6 9 a '�;`.i_.—�- -V e .ter- f , 58 _ -- 58 A ' - SCH 80 PIPE a ° b 4 RETURN o 4 0 SUPPORT "� 4" RETURN !' t INFLUENT a :d, RECIRCULATION 4 RETURN : - 4"" RETURN dod'a RECIRCULATI N: d ` MEMBRANE . •d ad (TYP.) RECIRCULATION e CASSETTES :. I I - RECIRCULATION i •d - .� i i i F-Ld vn ° e d 56 a a _ - - -- - - S6 4 n 4 Q a' ° a 4"" SUCTION a : a \-ELEV.-56.0° ELEV.=56.0 ELEV.=55.75 n RECIRCULATION 1 a -d. ELEV.=55.5 a ELEV.=55.25 ° 5 4 �g LE . d { O 4 `y. ° - 50 54 D A 4"" SUCTION 4. :n a 4" SUCTION :' 4" SUCTION � ° 4" SUCTION 4" SUCTION RECIRCULATION RECIRCULATION RECIRCULATION RECIRCULATION RECIRCULATION a --_—___ __--_---..____-_ _�_ 4� — ELEV_=53.5 lV�AssAC�It)SETTS C�EPAI'�TfEIT OF 52 p - - - 52 ENVII NIMENTAL PROTECTION 5 TYP_ : a a. d ..'a FLOOR BEYOND ELEV_=53.83 7 2M,4 , 4 ELEV.51 0 e d < .a c a JAN a a - d 'd n P _ a 4a° ' _ .o •dn a e a d .. A- a. 9 da° - a - d - ,d a a e d d c° e d ,e i a n . a E. a a a •• Q: ad° .d d. .. �d d n v 50 a - -� - ---- ------ - 5 0 ELEV.=51 .33 ELEV.-51 .33 ELEV_=51 .33 48 - __-_. ___ __ __ _ -- -- -_ 48 G.Z-1 FINISH SCHEDULE NUMBER SHOWN IN 1 i \ DEP/`TEAty' COMMENTS 9 04 01 No. Revision Date ppvd. Designed by Drawn by Checked by CAD checked by Approved by t ALL REFERENCES ARE TO TNEMEC COMPANY, INC. ❑ COATING SYSTEMS. Scale 1�2„_1,_0„ Date 7/24/01 Project Title I PRIMER FINISH TOTAL THICKNESS Cotuit Landing I NUMBER TYPE SURFACE PREPARATION GENERAL Wastewater Collection & SERIES THICKNESS(MILS) SERIES THICKNESS(MILS) MILS COLOR USE DESCRIPTION Treatment Faciffty 1 EPDXY BRUSH—OFF—BLAST 69 HI—BUILD 6 MIL 69 HI—BUILD 6 MIL 12 MIL EN13 TERRACOTTA TANK WALLS—INTERIOR Barnstable Massachusetts EXPDXOLINE EXPDXOLINE (CLAY) ' Issued for WATERBORNE ACRYLIC 113 & 114 H.B. 113 & 114 H.B. YB31 TWINE BUILDING WALLS—INTERIOR 2 CLEAN AND DRY 4 MIL 4 MIL 8 MIL EPDXY TNEME—TUFCOAT TNEME—TUFCOAT (LT. BROWN) TANK WALLS—EXTERIOR AND TOP Groundwater Discharge Permit EPDXY 201 280 TNEME—GLAZE 6 MIL & 8 MIL BUILDING FLOORS 3 (HIGH SOLIDS) SHOT BLAST EPDXOLINE 6 MIL TWO COATS TWO COATS 20 MIL (GRAY) EQUIPMENT PADS i 4 EPDXY SSPC—SP6 69 HI—BUILD 4 MIL 69 HI—BUILD 4 MIL 8 MIL SCO1 TANK HANDRAILS/LADDER/PIPE RACK Drawing Title EPDXOLINE EPDXOLINE SAFETY YELLOW , 5 EPDXY SSPC—SP10 69 HI—BUILD 4 MIL 69 HI—BUILD 4 MIL 8 MIL GRAY INTERIOR TANK PROCESS PIPING EPDXOLINE EPDXOLINE (GRAY) I 69 HI—BUILD 69 HI—BUILD 6 EPDXY SCARIFY EPDXOLINE 2 MIL EPDXOLINE 2 MIL 4 MIL (GRAY) 2" PVC INFLUENT Tank Sections i 69 HI—BUILD 69 HI—BUILD 7 EPDXY SCARIFY EPDXOLINE 2 MIL EPDXOLINE 2 MIL 4 MIL (BROWN) RECIRCULATION LINES—PVC 69 HI—BUILD 69 HI—BUILD 8 EPDXY SCARIFY 2 MIL 2 MIL 4 MIL (RED) PVC—PERMEATE Drawing Number EPDXOLINE EPDXOLINE i 9 EPDXY SCARIFY 69 HI—BUILD 2 MIL 69 HI—BUILD 2 MIL 4 MIL (RED W/BROWN BAND BACKWASH PIPING EPDXOLINE EPDXOLINE AT 30"` 0.C_) 69 HI—BUILD 69 HI—BUILD 10 EPDXY PER MANUFACTURER 4 MIL 4 MIL 8 MIL (GREEN) COMPRESSED AIR—BLACK IRONr EPDXOLINE EPDXOLINE i e' hCli rcr,} Sheet of 2739q¢id_ 3 i 1ST�'G� 4 f� qF ��'\/1 Project Number I - - 05162 I i \\Mawald\ld\05162\cad\ld\wastewater-zenonNO5162plot.dwg r i 78 — - - - r_ _----78 78 -�--78 I 1 I E , f 76 I - - 76 76 Vanasse nngen B stlin, Inc. -76 Transportation i Land Development 74 I - I 74 74 I j Environmental Services I 74 I 101 Walnut Street,P.Q.Box 9151 I I SOUND INSULATED CEILING Watertown Massachusetts 02471 ! f CHAINRAIL AT MEMBRANE & DIP TANK I � I 72 _-----___--_--8=INSULATED— — 72 72 1 F7 - I 17 9241770•FAX 617 924 2286 BLOCK i 3 [tea �'p { SEE ARCH. PLANS I 70 _ i 70 70- 70 I 300 GALLON BACKPULSE TANK j = I - 68 I o0 T_C.=67.5 i 68 68 -6 _ T.C.=67.5 I I � I _ ° -- HAND : I 4"" AIR HAND 1 - RAIL I ( - - - - - RAIL I .f. d 66 66 -IRE-R-AGI� I 66 - I FLOOR 64'-10"± I GRATE 6 I T.G.=64.5 d.....- ,.- ( o,>l ( all T.G.=64.5 F.F.=64.5 ``_i 64 I - - - 64 64 n' 64.0 -.� - l i PITCH TO DRAIN _ SUMP i BACKPULSE PUMPS- — I - -64 -t - , i AIR PIPE DRAIN - 4" DIA. BLACK IRON : °{ DISCHARGE I VALVE r. PIPE 62 !- I 62 62 I 2"" PERMEATE 1 LINE i_ CTA1R . i -62 I 2"" BACKPULSE .d GUIDE i PIPE TROUGH - - 9• - . STAIRS ;B A 1E I RAILS 60 -- Fes.;. 60 60 NA TUBING - 60 1 E 3�8." DIA- 58a TAN } ,', SUGAR TUBING _, - 1.a --- - - �- 58 58 58 SUMP `a• - DISCHARGE PIPE 56 - 'd� 56 56 56 I <' .< E EE E E CAST IRON � :ASSET S S E S :' ,�' • . 4'" DISCHARGE FLANGED � I 54 RECIRCULATTON WAS-SLEEVES—�YP{G 4L 54 54 i n- 54 ALL RECIRCULATION i 4" ' 4- SUCTION _ I RECIRCULATION PIPING s' DISCHARG I i d• .. d .d• 3 52 i 52 52 - - 52 T I RECIRCULATION q- 4 " -• PUMPS t d eR p 50 --- 50 50 i - i 50 i I I € 4"'SUCTION 36""DEEPX30""DIA. G zO-6 I j 48 -------- I 48 48 SUMP PUMP (BEYOND) I 48 l � I � C-F`Girl 2 VE- v `8'W 1`-0" GZ-1 46 - — _ _ H RIIZ_- 7, -1 - 46 = i 0 N `5 5 76 -- _ -� 76 VE R.1: , i, _1.. GZ-1 �, i I BUILDING I WALL 74 74 I 72 ----72 72 ----------_ - ____ - - �_ ----- - '- �. - _ - - -----72 I B 17" E I ' E r� i ' SEE ARCH. PLAN5 ; 70 P/IASAeR�U SETTSDEPARTMENT Q 70 70- ENVIRO MENTAL PROTECTION 70 I I € { STAIRS BEYOND ;i 1 ! STAIRS BEYOND I 1/4-TUBING I II METE __.___�- HYDROXIDE PUMP ____ ___ -.. _ W____4 AIR PIPE---___ -_ _ -__-_-� _ w - _ PUMPDIUM R ; ! •- 20M 68-' - t I T_C_=67.5 68 68____ _____.__ --_ TUBtNG _ __ {_t _ ____ T_C-=67.5 _. _ 68 _ I HAND SUGAR MIXER NAOH i RAIL I i HAND i I RAIL 66 ----- - DRUM-- - - - 66 66 t 66 ' o o WEIR EL. 64'-9 t MIxINGt i T.C.=64.5 / T_G_=64.5 f F B_F-=64.50 TANK WEIR EL. 64'-6" s T.C_=64.5 A E - 64 64 64 - - -- - 64 { i _ _ _ _ • ' . F 641 �� • " a. = I t RM � :: : = 72"" P RMEAT - DISCHARGE I I SUMP 2 PE EATS E t E � •. - I LINE I( LINE I I PIPE d ' 2"" BACKPULSE I I .: . ' 2"• BACKPULSE I I a� 62 ,...a..: I I '; ` • 2""SUMP . - - 62 62 . . I I T __ -_.__--_--_-___ __-- _._ a___-.-_ _ -.--___-- -:�,_. - .._____.._._ _____._..___________.-_ - ---62 II DISCHARGE PIPE NAOH TUBING NAOH TUBING II eaEt I I _ --- _10"__..DIA- _ 1.0"_DLA__. __ STAIRS _ __--__- _ _-__ _ 60-- SUGAR STAIRS 60--, ------__. _____3/8'-DiA- --._____ ___.._._ ____._.-_._____.____._ ; _ : :' .. -. I 60 60 __..60 SUGAR TUBING SUGAR TUBING II II If t DEP/TEAM COMMENTS 9 04 01 NO. Revision Dote Appvd. 58 i _ oI t —t v --,—_4— 58 58 Qom_ —ol 1 �� Z • I Designed by Drawn by Checked by --- 58 I I L` p i CAD checked by Approved by I ..., .=Si.Ei `_d-• •°'- i .�'= -L' ,a - `'. Scale ' Date 7/24101 56 56- 56 Project Title I II 4." AIR PIPE II Coto*t sanding II Ii 4" AIR PIPE .d 4"' DISCHARGE � = 4"' DISCHARGE I I RECIRCULATION ':`. I I _-_. __ - 6' GATE.-_vA - Wastewater Collection 54 _A-._ -_ - .. 6 G4TE C/4C� - 54 54 I I- LVE- --- RECIRCULATION 54 4"" SUCTION 4'" SUCTION a' I Treatment Facility RECIRCULATION i ' RECIRCULATION FINE BUBBLE DIFFUSERS a` Barnstable, Massachusetts 52— 3 --- - —..� _�� —_.—,--52 - - -- _ - - setts E / 52 52 Issued for ` B_F_=51.0 '°• B.F_=51.0 I .•. . B.F.=51.0 B.F.=51.0 l d Groundwater D- 1 lschar e Permit ,a •d •r' 9 ,•4 'A - d- I as a, J .4 -a •-1 i I f_ 50 I I i 48--- _48 487-10 Drawing Title Z 4 GZ-1 4 Gz-1 'a11 eCt10I1S I I • p I i F I Drawing Number , wd' U*ZjA4 RYAS` CI ` ca Sheet of 4 Project Number s / 05162 f I \\Mawald\ld\05162\cad\ld\wastewater-zenon\05162plot.dwg III I , Vanasse Hangen Brustfin, Inc. Transportation Land Development Environmental Services 101 Walnut Street,P.O.Box 9151 Watertown,Massachusetts 02471 617 9241770•FAX 617 924 2286 ammma i } I } I - I I _J I i j 0 0 0 0 0 o Jam f ' I } X3`-0„DEEP ! SUMP PIT tf �L �► PUMP 8"X8" PIPE RECIRC!JLATl01��\ NOTCH (TYP); I PUMPS IN WALL � � I s i G.Z-6 j ( 0 '-R n I 1 s r ( € q 30 _ � it ILL } E P �^- a�s ,•^-�.. 4 I ! .. _ ,. -S e,; L — f { f s wu S�'� i r, a �'^ }'"._•.r----:t u i•-"'3 F, �t1'_`r_—a.'!i u .;r r�"+-;i v E I •Mj W L_ EU, € F I..,. 7\ _t ems+ 1. :-,j i i..., (.__4�J �:':a ( i'I 1 `.`_t(' i t, r[,./'' +`j i—� I 1 -�rl ! 1✓``_r7 k _f a.�-f.� SIN t' a fi:._r :t---•� --'.'=' , '1. t I i I i ;,,; { t� `i .,is ��i{ _,,.; ,�� _"' i ._. "-'�'`a-�--.� fi 1 t j f j i ✓ __ � " I ` i �1.( —I , - l-!QUID r 1 n'__..G' I -� !('� 't, - ,+ r.- ( —".`" `-' — =�ti+�!IJ L. b`i- ._ �� ( {--- €:.'u i ..i.._—rJ�i- Cti i �E ,:t .t :-•.i.. .�IS{��j !9{ q S i cst S i" t i It ! ---`•1 I�, I "' I ji`-: i w� fi k �` ,- ` 3 j i �� } I I ( "')� f _.`• �, � �^,aat. � ! I, ( f f ` ji""� 1 ; i E i 1 1 1 — `� t ' '-� 1— ' '�- I\1 L t Es E I !L _ � �, r— ., i-, ••t 0 V T A P P ,--st - t-S - : E I 2 3�- - 0 PISi C ' vi _ DEPARTMENT CAE ' MASSA,CFIUSETTS 6 — - �— E s ENVIRONMENTAL PROTECTION ,EC _- irj ' �; ,� f`r�`I I./��.,I X 3�\� C I M A F I E '�j I ate J.l"NN � 6 t_'1,.:,f I 4 E U Off X ._ 8„X8` PIPE Ij E 'y, —� — n - - - — — AE I rZ A. T E DU! NOTCH TYP A I I I v / IN WALL CI A }; n 0 o j? i i ���€E I( � t -,;-ti;�-;.X E(,.� r._� /f ,t' o o E /`i. ,`� i i i � t I I• � i f ! `" �-,.-.` t- . S r• i• S ! O ` it r� i t z� IS t I',i • , j \ O O k'-j ;`' iJ�� 1E�� G.Z-'6 J J��/ i E t / ' \ DEP/7cAM CQMMENTS 9 D4 Q1 j No_ Revision Date Appvd. i'•= t ;-. !-. s'- (,, P.O' �E_! Designed by Drawn by (Checked by j s I / i1 ,ti E i f /f/J -- f — i = I CAD checked by Approved by { i i Scale r, ate F I ' D I y i 'I l r -r l� \ �J f' k _ 11 7l24/01 t _ � 1.�.. ,f�C, .i t\ �-'t. .t= Xr'; / €`,rf t \ Er^y V�/,- jv; A '_,� r rl E— �� i f Project Title , c h -r' r^# E E' V V L I r �� - , j } I \ E'. E, i vt.>_ f �' a! tf L.: `.u'i�i"t`<� + ��..,. �E .{ Landing E tul Wastewater Collection & _�_RV ,�--- r-; j i; Treatment Facili I, ' \ '\ I It Barnstable, Massachusetts � _ LD Issued for t ' t _ i - Groundwater Discharge Permit t , 1 i I i Drawing Title i r R ! Walkway Plan I I f Drawing Number {{ s i I . � t I OF 5 I Y� • £R '13 LPY d �i j Sheet of I :�rss I 5 z,�\r a€ E°;� a Project Number J 05162 E I i i \\Mawald\ld\05162\cad\ld\wastewater-tenon\05162plot.dwg ARM 000 3_$. 00 0 0 O A 000 Q 000 O Q Q Q Q Q %��//i\//i\//i\//i\//i\//i\//i i\//�\//i\//i\//�\//i\//�\//�\ 0 0 0 0 0 0 0 0 Vanasse Hangen Brustlin, Inc. O O o 0 0 0 0 0 0 CAST IRON COVER Q O Q 0000 Q ELEV. OF WEIR Transportation 000 0 Q 00 O O 0 SE VARRIESIES 4•' Land Development OO OQ O O0 O OO (TYP. Environmental Services 0 00 Q 1/2" DIA. HOLES O 000 101 walnut street,P.O.Box 9151 ® 4" O.C_ Q Watertown,Massachusetts 02471 _. 8" 3 ROWS 617 9241770•FAX 617 924 2286 00 ELEVATION VIEW I 8" 45' CHAMFER VENT � A " FLANGE DISCHARGE ELEVATION VIEW ELEVATION VIEW ° EL 6T-6 'N' FLANGE • .•.0 ° ° .d.° - - a' 00 $" d° ° d• ° - o- ° c 45' CHAMFER Q ° ° d" d d - ° p n ° •d. 17 O 0 CAST IRON FRAME O 4" TO SUMP DRAIN ELEVATION VIEW SECTION VIEW WEIR ELEV. VARIES 4— 4"" TO SUMP DRAW 6�. J 12" SECTION _ SECTION A—A 7/17/01 BARNES COVER MODEL 305 Trough Detail 7/17/01 'floor Drat Detail 7/17/01 ®Weir Detail 7/17/01 (7)Pipe Notch In Wall PLAN VIEW W/ONE DISCHARGE FLANGE N.T.S. N.T.S. N.T.S. REV CHAIN RAIL AT MEMBRANE 2"X2"X1/4" TANK (SEE 2"X2"X1/4- TUBING PLUG VALVE 2'-6" PLAN FOR LOCATION TUBING 2._6" 2"-6" 2"-6" SEE EC FRAME & COVER DWG_SG_ZTIO) 5 ON 2"SCH80 TO EFFLUEN/T /— �O DISCONNECT UNIONS TO ELEC. ° D TANK & CONTROL SPACE z SPACE SPACE PANEL °. ' 4: 0.C. `� 4' O.C. 4' O.C. ELEC. & FLOAT o WALKWAY GRATE � 29-1/2'" 1/4•• � WALKWAY GRATE GROMETS :8 2"`X2"X1/4" 2-X2"X1/4" ;:� 2"'X2"X1/4" 1/4" ° : - STRUCTURAL TUBING TUBING STRUCTURAL TUBING \\ CONTINUOUS ACROSS \\ 1/4"X4' INFLUENT TANK 1/4-X4" BUTTERFLY VALVE KICK PLATE KICK PLATE D D _° -- 1" GRATE _ :. ° DA D D D - N - N ; 1/4"X4" N TWO SECTIONS OF GRATES 1 4" KICK PLATE ALARM SJTOWA . .° °. CO fl. `D KICK PLATE — / HIGH WATE POWER CORD D IKE EACH 14-1/2" WIDE WITH D LENGTHS TO MATCH AT D CROSS MEMBERS LOAD 2" SCH80 PVC o RATED TO 100 POUNDS ON CONTINUOUS P _ PER. SO. FOOT b 2" C.I. TO D D ACROSS ANOXIC D AERATION TANK 1 PVC ADAPTER °_- TANK :� , D° M D L,/2- HILTI ANCHORS(TYP.) 64'-3" D 64'-10"t 12" _ D • ° e 3"X6"X1/2" PLATES 0o 2" C.l. o BACKCHECK A. 64'-0" ° .- D 64'-9" FLOOR EL 64'-6" D D , 64'-9" D (D °. tl VALVE BARNES SUBMERSIBLE D 8 ° — _ ° D / :. NON CLOG PUMP INFLUENT TANK D NOTE: MODEL SEV511 VF ANOXIC TANK MEMBRANE CHAMBER AERATION TANK GRATES TO BE HEAVY DUTY 71 OFF 1750 RPM 1­ . V I L ALUMINUM PLANK BY OHIO ;n 1PH,11OV,Q_5HP J GRATES, INC. SURFACE TO BE PUNCHED 3" LONG BARNES FIBERGLASS ANCHORS HILTI BY PUN WIDE RECTANGULAR FLOAT CONTROL BASIN NO.094614 $ M �1ASS.�C USETTS DEPARTMENT OF W/BALLAST SUPPORT 12" 12" 12"" I�IIII� NTA PROTECTION OPENINGS IN UPSET PATTERN (OGI) FLANGE AND 2'-6'" DIA. AR SECTION VIEW ✓' _dated 7 ` ()Walk Detail At Membrane Chamber 6/012 ®Walkway Detail At Innuent Wank 7/01 ®Walkway Detail At Air Pipe 6/012 ®Walkway Grate Detail 7/17/01 *slump Pump Detail 7/17/01 N.T.S. REV N.T_S. REV N.T.S. REV N.T.S. N.T.S. EQUAL SPACE LAST TWO AT END POSTS 4'MAX 2"-6" — —— — — — — — — — — - — — — —— — —— —— — — — — — — — — — ❑ ❑ —— — — — —— — — — — — — — —— — — — — — — —— — — ---— — ' NOTE: 4 SUPPORTS EACH DIFFUSER ROW I I I I 2"X2"X1/4" STEEL TUBING I ( I I I I I I € I TYPICAL HORIZONTAL AND VERTICAL KNEE BRACE 2"X2""X1/4" STAINLESS STEEL € € I I I I I I ANGLE. HILTI HIT-HY150 INJECTION ADHESIVE FLUSH END CAPS/ 3/16 V I ( AT EVERY OTHER DEP TEAM COMMENTS 9 04 01 ANCHOR 1/2" DIA. X 3-1/2" EMBED(TYP.) 1" FLUSH WELD f � FLUSH � i I I I I VERT. POST & No. Revision pate ppvd. STAINLESS STEEL TYP. ALL CONNECTIONS CORNER POSTS U-BOLTS & NUTS —— — — — — — — —— — — — — —— — —— — — — — ON SIDE OF PROCESS Designed by Drawn by Checked by BRACKET C� 4"-0"" O.C. - - - -- -- -- - - - - - - -- -- - - - TANKS s (TYP I I I I I i ( \ CAD checked by Approved by I I I I I ( \ Scale AS Noted Date 7/24/01 2""X2"X1/4" TUBING I I ( ( 3/16 of ( I I ( \ \ Project Title TYPICAL N ( I 4_X1/4_ PLATE EACH SIDE I I \\\ {, , OF WALKWAY I I \\\ Cotult Landing 4"Xl/4- PLATE I EXTERNAL _ I I I ► I I / 12 ( ! \ \ Wastewater Collection & ALUMINIUM I (� (�!� -- - - - 71 — — ----- - - - - - - -- - - - - - - - - -- — FITTINGS — — — 71 - - - - � - - --- � - -- - - - - - - =`❑ - - - - - Treatment Facility I ( f 0 W ( I 4"AID PIPE': i d ..i 4""X1/4'" PLATE EACH SIDE I I I I I i i �D : D Ld Barnstable, Massachusetts l OF WALKWAY Q — — — D' Issued for i GRATING J I I I I `'J I I HBACKPULSE N Q ! a Q 4" PVG �, Groundwater Discharge Permit D D rw U) W I I I 2" PERMEATE T I ! — ° o D PROCESS I I I LINE N -I 3/�' DIA. TANKS N oz I I I I SUGAR TI�BING.° I I ADJUST TO LEVEL ( I in v € € NOTES: I I I I ° D ' . `�P') Drawing Title I I GRADE I I 12 I I 1, SHOP PRODUCE STRAIGHT SECTIONS l I I 1/2" DIA_ STAINLESS STEEL ( I I I 2. FIELD WELD AT CORNERS j I • : ° SEE STRUCTURAL I I HILTI ANCHOR BOLT & NUTS € € __ / I I 3. GRIND SMOOTH ALL WELDS I I NAOH TUBING N I I _ — o FOR WALL THICKNESS t ELEV.51.0 13/16" HOLES 4. SHOP PRIME COAT I I o \. TYP. (3) PLACES I I I I I �� 2 o t [ WITCH FIGURE 800 PVC I I 5. FIELD PAINT FINISH COAT I ° ° ' Details I I (YELLOW) 4 D- D 1/2" HILTI SS LAG BOLTS I CONCRETE FLOOR I I i� CARPENTER AND�TERSON, INC I I I I I D I I I D. WITH LEAD SHIELD ANCHORS (TYP.) I I I I I I ( n WITCH FIGURE 49 BRACKET ill l � l 5" x2x3/16" I i I I I I D . . ° . D EMBED PER LJ LJ ALUMINIUM CHANNEL I I I I ( I EL64-6 ° D ° MANUFACTURER'S I (6005-T5) D RECOMMENDATION i q i4 I e D II III h. ° D D D Drawing Number I11_111 ,U °D ° - u - u D ° .. � D ° •• ° t tJ G.Z 6 FACE VIEW SECTION VIEW o ' FRp . ILI . 27992�r v' Sheet of c+ Ladder fair Detail 'Typical Pipe Bracket For Concrete Wall s/01 3 Pipe Racy At Walkwa Detail `s 6 Typical Difft-tser Support 7/17/01 8/01 P y REV 6/012 4\r S3fgl •�t `ems / !/�• Project Number N.T.S. Diffuser Support N.T.S. ladder—detail N.T.S. Wall Brackett/ • REV N.T.S. 05162 I s E \Wastewater-Zenon\05162det.dwg I Issued for: Configuration Revisions Cot. uit Landing Date Issued: January 25 , 2002 Redevelopment and Expansion Latest Issue : January 25 , 2002 DEP GROUNDWATER DISCHARGE PERMIT NUMBER - SE 0-728 Route 28 (Falmouth Road) Barnstable Marstons Mills) , M assachusetts No. Drawing Title Latest Issue i G*C-1 Title Sheet 01/25/02 Store No . 066 G.G2 Legend and General Notes 01/25/02 G*C-3 Existing Conditions Plan 07/24/01 G.C-4 Grading and Drainage Plan 01/25/02 Panyssaxxsxpsr - VIIB G.C-5 Utilities Plan 01/25/02 � �ti� �' ININ11Vanasse Hangen Brustfin, Inc. GoC-6 Treatment Facility Plan and Profile 01/25/02WASTEWATERTransportation TREATMENT G.C-7 Sewer Profiles Ol/25/02 / Land Development G*C-8 Details 01/25/02 Enviroal Services site GeC-,9 Details 01/25/02 101 WalmY Street,, P.O. Box 9151 ..... Watertown:,, Massachusetts 02472 6179241 7?0 • FAX 6179242286 Floor Plan, Roof Plan and Tii.� 01/25/02etwm .................... Locus Ma t �. Owner: r -.. G.A-2 Elevations 01/25/02 p ,.. Cape Cotu't Center, LLC G*A-3 Building Sections 01/25/02 c/o Easter[ development, LLC 120 Presidential Way, Suite 300 GOS-1 Foundation Plan, Sections and Details 01/24/02 Woburn, Alrassachusetts 01801 G.S-2 Roof Plan, Details and General Notes 01/24/02 Structural Engineer: Applicant: , Erdman Anthony & Associates, Inc. The Stop & Shop Supermarket compani e s Go or Plan - Plumbing OlAll 1 Fanetufflfl Hall Place 1385 Hancock Street ,E3 0 ; 2002 Boston, MA Quincy, Massachusetts 02169 617-742-7799 617-770-7193 FAX 617-770-6222 GeM-1 Floor Plan - Mechanical 01/25/02 Mechanical Engineer: Cape Cotuit Center, LLC a Griffith and Vary, Inc. c/o Eastern Development, LLC w G*E-1 Symbols, Schedules and Notes 01/25/02 120 Presidential Way, Suite 30012 Kendrick Road GoE-2 Lighting and Power Plan 01/25/02 Wareham, MA 02571 Woburn, Massachusetts 01801 508-295-0050 • FAX 508-295-0003 781-938-f'5602 w Cd QZ-1 Process Building Layout and Piping Plan 01/25/02 Electrical Engineer: Architect: GeZ-2 Anoxic Tank Plan and Sections Ol/25/02 Engineering Advantage, Inc. Landry Delsign Group � e 2 Park Street 389 Main Street, Second Floor '� q G*Z-3 Aeration Tank #1 Plan and Sections 01/25/02 �� � Boston, Massachusetts 02122 Salem, New Hampshire 03079 0 G*Z-4 Aeration Tank #2 Plan and Sections 01/25/02 :" °' 603-890-6414 * . FAX 603-894-4358 617-288-3969 • FAX 617-825-8922 .>�CA Wastewater Process Design: z Zenon Enviromental, Inc. t R�-4 g 3239 Dundas Street West �o w Oakville, Ontario L6M4B2 905-465-3030 FAX 905-465-3050 '� O 1� ABBREVIA"n NS GENERAL NOTES EDWr PMP ExIST PRW °®' - - 1. EXISTING CONDITIONS INFORMATION: 7M 27.21 TIC 27.21 TC PROP PROPOSED VanQSSe Han en Brusdlin Inc. TOP & BOTTOM ELEVATION g - - - - - - PROPERTY LINE 27.15 6C` 27.15 BC MIN MINIMUM A. BASE PLAN - THE PROPERTY LINES SHOWN WERE DETERMINED BY AN ACTUAL FIELD SURVEY CONDUCTED „27.21 TC x27.21 TC BY VANASSE HANGEN BRUSTUN INC. AND FROM PLANS OF RECORD. THE TOPOGRAPHY TO 0 PHY AND PHYSICAL PROJECT OMIT LINE `'27.15 BC v.15 BC TOP & BOTTOM ELEVATION Transportation j125 21.25 MAX MAXIMUM FEATURES ARE BASED ON AN ACTUAL FIELD SURVEY PERFORMED ON THE GROUND BY VANASSE HANGED Land Development SPOT ELEVATION w LEADER RIGHT-OF-WAY/PROPERTY LINE ��,� 21 �5 �x 21.25 / RET RETAIN BRUSTUN, INC., DURING MAY OF 1997. A TOPOGRAPHIC SURVEY OF ROUTE 28 (FALMOUTH ROAD) WAS Environmental Services - - - - - ,f`— SPOT ELEVATION w LEADER PREPARED BY WELCH ASSOCIATES LAND SURVEYORS, INC. THE EXISTING CONDITIONS PLAN PRESENTED EASEMENT x x� / REM REMOVE IN THIS SET OF DRAWINGS AND PREPARED BY VHB HAS BEEN REVISED TO SHOW THE GAS UNES AND 101 Walnut Street,P.O.Box 9151 SPOT ELEVATION UNDERGROUND TELEPHONE LINE OF THE WELCH SURVEY. wn,Massachusetts 02471 - BUILDING SETBACK 21 x 25 21 X 25 Watertown, REMOD REMODEL 10+00 10+00 ( BORING LOCATION 617 9241770•FAX 617 924 2286 BASELINE ABAN ABANDON B. THE WETLAND FLAG LOCATIONS WERE DETERMINED BY VANASSE HANGEN BRUSLTIN, INC., DURING MARCH 1997. -- CONSTRUCTION LAYOUT ® TEST PIT LOCATION ADJ ADJUST C. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN WEL -- --- ----- ZONING LINE TEST " EXIST EXISTING INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVES. THE CONTRACTOR SHALL VERIFY AND/OR TL ■ BENCH MARK DETERMINE THE EXACT LOCATION, SIZE, AND ELEVATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. - TOWN LINE R&R REMOVE AND RESET THE OWNER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES OR INTERFERENCES WITH THE PROPOSED 12"D 12"D R&S REMOVE AND STACK WORK BEFORE CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY "DIG-SAFE" (1-888-344-7233) AT LEAST - - - - - -- - GRAVEL ROAD DRAINAGE LINE 72 HOURS BEFORE EXCAVATING. - - - EOP - EDGE OF PAVEMENT 0D —OD- OVERFLOW DRAIN FDN FOUNDATION D. TOPOGRAPHY - ELEVATIONS BASED ON THE TOWN OF BARNSTABLE DATUM. BC Bc ELEV ELEVATION .BITUMINOUS CURB 6"RD 6"RD ROOF DRAIN cce CCB 12"s 12"s BS BOTTOM OF SLOPE CAPE COD BERM '� = � •' �° " = SEWER LINE 2. UTIU11ES: PCc PCC PRECAST CONIC. CURB -'-.OHW.' . - - ''.OHW. ''- OVERHEAD WIRE TS TOP OF SLOPE A. PROPOSED RIM ELEVATIONS ARE APPROXIMATE. SET CATCH BASIN RIM GRADES IN ACCORDANCE WITH GRADING VGC VGC VERT. GRAN. CURB s"W 6-W WATER LINE VGC VERTICAL GRANITE CURB PLAN CONCEPT. ALL PROPOSED DRAIN MANHOLES, SEWER MANHOLES, GAS GATES, WATER GATES, ETC., ARE TO SGE sGE SGE SLOPED GRANITE EDGING BE ADJUSTED AS NECESSARY TO BE FLUSH WITH FINISHED PAVEMENT GRADES. ADJUST ELEVATIONS OF EXISTING SLOPED GRAN. EDGING "EP 4"� FIRE PROTECTION UNE MANHOLES, GATES, ETC., WHICH ARE TO REMAIN TO BE FLUSH WITH FINISHED PAVEMENT GRADES. _ � l MCC MONOLITHIC CONCRETE CURB LIMIT OF CURB TYPE 3"G 3"G GAS LINE B. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUC11ON OF PROPOSED PRIVATE UTILITY SAWCUT vcE uGE CC CONCRETE CURB UNDERGROUND ELECTRIC SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY, MATCI UNE T T TELEPHONE LINE CCB CAPE COD BERM MATCHUNE THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC, FIRE ALARM, ETC.). FINAL DESIGN SE SF�T 2 OF 2 LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. Fa FA FIRE ALARM BC BITUMINOUS CURB s�rrL swL SOLID WHITE LINE caTv CAN C. THE CONTRACTOR.. SHALL MAKE ALL ARRANGEMENTS AND SHALL BE RESPONSIBLE FOR PAYING ANY FEES CABLE TV PCC PRECAST CONCRETE CURB SYL SYL SOLID YELLOW LINE FOR ANY POLE RELOCATION AND FOR THE ALTERATION OR ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE. FIRE NIC NOT IN CONTRACT ALARM, AND ANY OTHER PRIVATE UTILITIES BY THE UTILITIES COMPANY. - B�" B - BROKEN WHITE LINE ® ®WL CB CATCH BASIN NPV NO PIPES VISIBLE BYL BYL - BROKEN YELLOW LINE IMDCB DOUBLE CATCH BASIN D. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, NTS NOT TO SCALE swCHL SwCHL SOLID WHITE CHANNELIZING LINEGi GUTTER INLET ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE � � TYP TYPICAL CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNERS REPRESENTATIVE FOR THE sYCHL SYCHL SOLID YELLOW CHANNELIZING LINE DRAIN MANHOLE APPROX APPROXIMATE RESOW11ON OF THE CONFLICT. DYL DYL DOUBLE YELLOW LINE =Tv= TB-= TRENCH DRAIN ACR ACCESIBLE CURB RAMP E. U1ILITY MATERIALS: WATER LINES SHALL BE CONSTRUCTED OF CEMENT LINED DUCTILE IRON PIPE, SANITARY SL SL STOP LINE t PLUG/STUB SEWER UNES SHALL BE POLYVINYL CHLORIDE (PVC) SEWER PIPE, STORM DRAINAGE LINES SHALL BE REINFORCED FES FLARED END SEC11ON CONCRETE PIPE (RCP), AND STORM DRAINAGE DETENTION SYSTEM SHALL BE HIGH DENSITY POLYETHYLENE (HDPE) FES �► FLARED END SECTION PIPE, UNLESS. OTHERWISE NOTED. T T T T T STEEL GUARD RAIL LA LANDSCAPED AREA HEADWALL F. SEE ARCHITECTURAL PLANS FOR UTILITY CONNECTIONS. WOOD GUARD RAIL ,T GREASE TRAP G. SEE SITE ELECTRICAL PLANS FOR SITE LIGHTING, TELEPHONE AND ELECTRIC SERVICE. SITE CONTRACTOR SHALL -"'- PATH �S Q CONTROL STRUCTURE LITIL Y LOCATE, EXCAVATE, INSTALL AND BACKFILL CONDUITS AND LIGHT POLE BASES. UGHT POLE BASES SHALL BE TREE LINE CIT CHANGE IN TYPE FINISHED BY THE SITE CONTRACTOR. is SEWER MANHOLE F&G FRAME AND GRATE -x-::-x- -X-X-x- CHAIN LINK FENCE WOOD FENCE G 0 WATER MANHOLE F&C FRAME AND COVER 3. GENERAL NOTES: DWG G RCP REINFORCED CONCRETE PIPE A. CONTRACTOR TO REMOVE ALL EXISTING MANMADE SURFACE FEATURES WITHIN THE LIMIT OF WORK INCLUDING -'Y- � STONE WAIT © WATER GATE BUILDING, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY POLES, SIGNS, ETC. UNLESS RETAINING WALL V TAPPING SLEEVE & VALVE VCP VITRIFIED CLAY PIPE INDICATED OTHERWISE ON THE DRAWINGS. REMOVE ALL EXISTING UTILITIES, FOUNDATIONS AND UNSUITABLE HAY BALES PVC POLYVINYLCHLORIDE PIPE MATERIAL WITHIN THE PROPOSED BUILDING FOOTPRINT (AND 10-FEET BEYOND PER DRAWINGS PRESSURE REDUCER ACCMP ASPHALT COATED CORRUGATED METAL PIPE AND SPECIFICATIONS). -- ---- 4 MINOR CONTOUR SIAMESE CONNECTION CIP CAST IRON PIPE B. CONTRACTOR, SHALL BE SOLELY RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. ALL CONSTRUCTION MAJOR CONTOUR � HYD '��`��1� FIRE HYDRANT ACTIVITY SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. DIP DUCTILE IRON PIPE TS TOP of SLOPE WATER METER HYD HYDRANT C. ALL HANDICAP ACCESSIBLE PARKING SPACES, RAMPS, SIDEWALKS AND WAYS SHALL BE CONSTRUCTED IN Bs Bs BOTTOM of SLOPE ' PIV •PIV POST INDICATOR VALVE CONFORMANCE WITH THE AMERICANS WITH DISABILITIES ACT AND THE MASSACHUSETTS PIV POST INDICATOR VALVE ARCHITECTURAL ACCESS BOARD (WHICHEVER IS MORE STRINGENT). WELL CAP CORRUGATED ALUMINUM PIPE '•��:' . I___ BUILDING GG D. AREAS DISTURBED DURING CONSTRUC11ON AND NOT RESTORED WITH IMPERVIOUS SURFACES o INV INVERT ELEVATION GAS GATE (BUILDINGS, PAVEMENTS, WALKS, ETC.) SHALL RECEIVE 6" LOAM AND SEED. J1 EN EN BUILDING ENTRANCE QGM GM GAS METER PWW PAVED WATER WAY n 1 LD LOADING DOCK E. SITE CONTRACTOR SHALL PERFORM ALL EARTHWORK OPERATIONS REQUIRED FOR FOUNDATIONS AND FLOOR -+ UP UTILITY POLE SLABS, INCLUDING EXCAVATION, COMPACTION, BACKFILL, ETC. THE SITE CONTRACTOR SHALL REQUEST FOUNDATION BOLLARD ELECTRIC MANHOLE TSV TAPPING SLEEVE, VALVE AND BOX AND SLAB PLANS AND DETAILS FROM THE ARCHITECT IN ORDER TO PREPARE HIS BID. F„ p4, © 0 DUMPSIER PAD ® E6� ELECTRIC BOX COND CONDUIT EM Esc F. ALL WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO ALL LOCAL MUNICIPAL -a- SIGN ° ° ELECTRIC METER MW MONITORING WELL STANDARDS. WORK WITHIN STATE RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE MHD S DOUBLE SIGN STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. LIGHT POLE PM, PM � FLOOD LIGHT ---_ _...,._.._...�._._. E PARKING METER G. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION N011FICA11ONS •■ SINGLE LUMINAIRE AND APPLY FOR AND OBTAIN ALL NECESSARY PERMITS, PAY ALL FEES AND POST ALL BONDS ASSOCIATED 10 PARKING COUNT ■,. DOUBLE LUMINAIRE WITH THE WORK INDICATED ON THE DRAWINGS. c10 COMPACT PARKING STALLS TRIPLE LUMINAIRE CROSSWALK QUAD LUMINAIRE Na + 0 CONIC. PAVEMENTm = WALL PACK 0 NORMAL PAVEMENT v TELEPHONE MANHOLE 0 HEAVY DUTY PAVEMENT TS o D TRAFFIC SIGNAL HANDICAP RAMP M El SIGNAL BOX HANDICAP PARKING FACP t-ACP o FIRE ALARM CONTROL PANEL VAN-ACCESSIBLE HANDICAP PARKING © o VAN FIRE ALARM BOX No. Revision Date Appvd. Detail no. M TRANSFORMER PAD z ARCH. DETAIL SEE Designed by Drown by Checked by Sheet no.::::D ARCH. DRAWINGS) 0 MANHOLE CAD checked by Approved by -Q- - UTILITY POLE Scale Date 1n.5102 Project Title GUY POLE FINISH SCHEDULE(NUMBER SHOWN IN Ell Cotuit Landing Pq E9 HAND HOLE ® PULL BOX Wastewater Collection & ALL REFERENCES ARE TO TNEMEC COMPANY, INC. COATING SYSTEMS. Treatment Facility Barnstable, Massachusetts Issued for 03 fi PRIMER FINISH TOTAL THICKNESS GENERAL Configuration Revisions NUMBER TYPE SURFACE PREPARATION � SERIES THICKNESS(MILS) SERIES THICKNESS(MILS) MILS COLOR USE DESCRIPTION 69 HI—BUILD 69 HI—BUILD EN13 TERRACOTTA 1 EPDXY BRUSH—OFF—BLAST. EXPDXOLINE 6 MIL EXPDXOLINE 6 MIL 12 MIL (CLAY) TANK WALLS—INTERIOR Drawing Title w WATERBORNE ACRYLIC 113 & 114 H.B. 113 & 114 H.B. YB31 TWINE 2 EPDXY CLEAN AND DRY TNEME—TUFCOAT 4 MIL TNEME—TUFCOAT 4- MIL 8 MIL (LT. BROWN) BUILDING WALLS—INTERIOR Legend and 3 EPDXY SHOT BLAST 201 6 MIL 280 TNEME—GLAZE 6 MIL & 8 MIL 20 MIL (GRAY) BUILDING FLOORS General Notes (HIGH SOLIDS) EPDXOLINE TWO COATS TWO COATS EQUIPMENT PADS 4 EPDXY SSPC—SP6 69 HI—BUILD 4 MIL 69 HI—BUILD 4 MIL 8 MIL SC01 TANK HANDRAILS EPDXOLINE EPDXOLINE SAFETY YELLOW II 5 EPDXY SCARIFY 69 HI—BUILD 2 MIL 69 HI—BUILD 2 MIL 4 MIL (RED) PVC—PERMEATE EPDXOLINE EPDXOLINEDrawing Number 69 HI—BUILD 2 MIL 69 HI—BUILD 2 MIL 4 MIL (RED W/BROWN BAND 6 EPDXY SCARIFY . .. BACKPULSE PIPING � G,C-2 O.C.) `ZH ° EPDXOLINE EPDXOLINE AT 30 7 EPDXY PER MANUFACTURER 69 HI—BUILD 4 MIL 69 HI—BUILD 4 MIL 8 MIL GREEN y cyG� EPDXOLINE EPDXOLINE (GREEN) COMPRESSED AIR—BLACK IRON F CH N ~� Sheet of .27997� 2 9 .e Cave✓� F6tSTER�' ��J �OHAL ECG\ ��O Project Number I 05162 \05162\cad\ld\Wastewater\Zenon 2\051621eg.dwg r `7 1j.��1 T < \ .ri j: �\J�lif ! /j' ! ; t : \ \ \ f e . , ` Z. fJ 1 \ ItIF 1 , / /`� \ '\` rf- ThinVortation� t \ \ '� / j j ! 1 ` '�/ '�/ I �� Vanasse -�'r�ngen Brustt1h; Inc //!V/ / ' //; 1 t i \ \ �// �" / f = f i / r • I J _/ ! f \ Laud Development �i, Fmvi ionmentd Services � J� / \.\ / f ` ` r 1 1 f �� ��� r j f \ \ TREE LOE•ATION �;CL' ,i 7' /`/ / ` / _�--' J- 101 Walnut Sty P.O.Box 9151 `��j : - _ _ /- ! � % f / / ` WW=towzit,mitts 02471 1v:`7 7 i ��`f ' ` { \ - ; \�,-- ! l /�! % / ` �i l 617 9?.A-1770•FAX 617 924 2286 I2-PINE�/ ,.` \ �^' '--- --- .- � \ � • � \ . % � 1 f —'" - ... � ,�'�/ � oll / � �'1 \ � ` `\ • \ �� sue•-. qAp 1 , 12 PINE \ \ l \ •� , � _ � / ��I RR Lam/ � - / f � / � ' � �- • � � \ � � 1 / ! 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STfIY ,•, \ "PRO TION 1 :\ ' - - ,1- \ 7.2 s' Dla y ,1 - _ v CHWG r v v � � a vv v� - P � %r ;:` `v ` � `-- _--- - - R=620 CHIN v i i DMH-4 DCB-2 ��-;i - !! v t k v --__-EPTOR UNIT , 'fit _ \ t --- , 1 - ] __ -t --FIE rod - - - ROAQ I /r ice` - I ----^��l , V `y 1 =,!=A= __ 7 -� � _ - `, ss.4 /� 1 �.� -y k s_x v -3 400 •, q ':�- i 'it11v ____ - r /: --- - RC _ 1 -- vj A I t R-67.0 R-67.6 _ �. ! �a *� RC61.1 ` '�`'V 't r .60.33.`\ Iv` - _ --_ �v , I ? �/ /=_- 12 AVOW �__ �° �\ ! �� i ` _ .-12 D / _� v• v�=- = l '��-• )1 ' ------ _ v Q�� / ' --- ` RCP• - H - --L I t 4 v N Jri ` '- -`vv '_ _ \ \\ ' \ ^, ' Q%/I I r//\\ \, ,\ ) ;____a_! t _mow\w- �// / --- DCB-15 _ _ /-_ -�O -� n ..-�Q$"D \ DCB 25 \ ,. \ �`� ,J/-\,// I� i 1 _�� , DCB=18`r Z_ .\\\ EN -- R-61.4 ` „� R-622 --_--_ ')I I N t I - --� `\ �E -' /i i /-�j!/ '/ FJ �! `� `\ R=60.11 1 !� \�\ \\\\ \ f �" ' ' ' C --- - _ [ i - 1 i ^O f' t y �� / n 1 \ /' 'I I tr�%//t ✓t �...0, ! I /� \ J r,. `, \ ,-. / Y ' I� f ♦ L---- --��- l� I i $ \\ - t r .,`T/ !/ !'11 r i, /.- \ _. ,`.,Ze ` I I I I// ,\\ -\ \� �/ /i� / - �__�= z 0 / -__ -- - ! r ! E I DMH 2_� 1 69.61 / i� 11 I i \1 1 FES--22 L - , \ _ //i l ` \ \ 5!/ /� \\,I,\ \ 1 _ a %63.7X - / i P7 /' cV- x I - -- I ; 66.6• 1 I ` R=67.6 \, { --- / t 1 / �� _ .> .,. . _.? ;` I ---1 I=50.0 DMH-21 \ r, _I _ I�i' /}� `\\ \ \\ t\I\I \�\\\ \S\\ tl 0 /!i' -i t0 r t0 \ OD \ Ii- I 1 L i C -7 1 `\ DMH i / ! F_•+`I� +ll 1 I 1+ w o, __ I ',. /eN. ! _ - 0 .'� .- I °f 4 \ , \\\\\\ \\`% \%\ I DMH-19�`'�_ �/ ,'pW'� - ---- \ /' E \ --- ----- / , , 6 B r DMH-3 `% 0 R=69:1 i / _f I t4, 1,i L / l \t \\ ;i•\. ~` 1% i ,G J! - \ !1 11 i 1 �LJ`\`�\t\\I\4 �I\L\`\ R=63.8 11 .` (� I f 0W `. ,6' \`.\ DMH-12 I. 1 c\I U W ro R=657 r tc� R=67.1 \` i� i / I� ,�' \`\ i y / \ I ,J •` t . ? 7 .3 E I L ;�Y e /", , ," I t DMH-39 l 1 1 _ u l \ \\. ! - ,-( ( ' \ I ' ---..._. ` \ J a � R x ` 1 _ `\ �`', \`_r , , 1 I • `\` \ A t ` � `��/ Vl �-"�� / � /� ` R--�61.44 � �t t0 •� LFs1 t G 1�AC 'dG' 6&5x +'" �iV� � I� t I\ \I\r t\ It - _ .. --___ R-60.2 r I `i r. - . ,`_L�� / `\ t '--, - \ CHIN ; A.'.1 0 t tl l y \ R - ` \ 1 Its t____�-_-/�rrl �, I rl ,t�'Y� f ( . ... " .. S / �i3ASfN 1 i oASt ; '`3 r \ 1 i I ! \ y 07, � _e -_�. ---- ---_-1 I �� t , 12 �-� •d• ' ;' kn / 11 IL Q 1 6 Br tN I ( �' r E i } \� ` \ t I --1 \. _ �. _- -C/ ! 1 i f �► ! I i I y Ip6O X72 , 'I\ / 66:4 � I 1, I J ) , I • t \ \�j l \ f ,i \ f}L ��('' - ' I �'I'' '.- h5 D \ RC ESERVE `{� i w 0 / 0 1 ; f ( I ,r, t ``�I \\ !f f, f - /%' -�-6 bla -\1 - t_ 11_J -_-1 _1_ \1 I \ 60•X72� ( z 12 / A 11. / La. W Z CB-6 I - I f � 5 \ `, r e, --- �� I \ Q RCP SHALLOW CHING,AREA f IL CC w 66.3 R=�7 Qy DCB 3J jy I Y , `\ 'f,� � 1\t 1W;625 II/--`_) -- �_ ~� y- �_:_=�=� ! r ma`s ,�, � IRESERVE ( DCB-10 I � � ,/1L,� � /I ; R=67.6 � ; ; 1 �: L � / \`\ _ 11Ii M (f :.�i/ .r - 1 l _' �-/ L ___ S� O \ LEACHING AREA o0, R=6z2 _ 1 t - _ - 60� , � I 1 \ 1 J /1\`_ I t _r -_ // f -\ / ___ T­_ - - ,, r I \ -- � I rr , ! I ' ; � _____ , ! \.\`` Imo. ;% /, 1 f 1 ,`1-1 \ ,/ �. 1 I t.r \ Q \PQ� + \ '' t r., i (\ i !Vr 1 1 ii�' I _ (� /t \ l DMH-38A i�` _ /-� ! ), _ ., ,: ,� f ,••.JY .:%\r r• L Ltd Q� ` --------- t - -- - fifi.4 I t Ol --------! ( ,� l ; gt�� � �pE,?1` i G ` I 1`� R=61.1 -�\ 1. / I\ -'�' N `,' �� / i I/---,"1,..�'�,lf• v,^`,��,i '{r��-.-,. �t• 9� _�f l l 6 Br. �� '\ I. r0� /'` O /' 6 r'' 69.8 t.. {tl ^�1 x 1t I .', _T YUS'q•- �- /v"`", "� �t . 1 0� \ I i '.\/// \ I Y / 7^ } 1. r _l+ p r/' -Qj �'ri_ / `'•,, S. \ '\ •i r •� ''\ �i 61 iL f - P`' " 71.3 ' ,' ^r F-71 '/ -1 _ �f .-•�/ / ` \ ` I 1 / I `` - (Ci 0i I �� 'i/ �f • -\ / / Yp� /' I l 1� t{ �• I `. �t 1 \ I 1 '� `\ I 1 \ 2 t \M:hI / :\ •-30"D ! ` / \\�_� .�.30"D `\ i l 1 - \ /r �} 1 :� rirli Sr^,�t�PJ j --- ` l t� `1 \ \ I I \\ - /s-d / I OUTLET CONTROL I' 1 12 6' DMH-11 �01 t /I 6+ ---' -' m ` 69.3x \ ,' ,\ \ i r �- - -✓ - _J i K 'DMH-21\ \ t1 I r. 'D �� // I /`�� STRUCTURE � 1n R=67.1 Ft15" _.�J for0 { !I S 11\� /r �r `._-' 1�` � .. a ;; %i -� _ `a"t! R=623 i \ +L ', I \� r , DMH=20A �' DMH-20 - �o f , l , r, l\ \\. 1 `( ;; iA' h� \ /r \, L I e 1 / 626\_ ` R=626 ! \ \ R=63 9 1�`\ /} 1\ \ f-12"D r 1 / rf - % .�fi- 1, �It 1 l'1 t.\ 1 1 \ f \ - /' `/ r! \ `\\ \` ' C 3 \ ` ti i/_- -''/ RCP 1` \ / x I I ___ f` 1 r11 ` 1 / �0 1 1 \t 70.3 a / 1Y I \ . . \ ) 64T�, I / ,.R { ' DMH-38` ; ;j' � I r,` !! J t1 % 66.8 ,`t�, ,I 1 Z rr' 69 , / Hp �t . i;/ A�I�..Y.B N i1 1.\,1 r/ i CR=6`2�2 ,` �- IJI I 7f 1 �---- _J� f i t \� -_t_ / ,\ \ \ ,Q� ,v, J`'" 66.9 5 L'�, } l PROPO{7�D ,,, 67.4 t/ r'-- .7 70.5 Q%\-\ i I 111i'� _ \t 1, [// iJ 1 -, ! J t _} \ Fes_ �N ,,J 7 r DCB-9 ` RETAIL D ! ! UiL4rit\ti; ^� f It - I i, =i 3.90K J //' I I I 'l \,_- .••-__2 � J t - `\. j-%✓ �� _JLJL�k-h-'`� �7f, :'.lam- A - I � `\ �� R=655�1' ! 1 , 67.2 / �SHkLOW �HEi�ii t�- / ('�^ _•"_ - \__/. � ! I, yt\q, 1 � Nam! }!' .r\I / -� / r \\ / r._ 61 '` - - _ t", I_J I\ \ , HE = I67.7�, x I I / CB-4 �SCIIl _' NNrtiVN. •i/ \ RE," j ! \ / ' -/ 2 i I / rn �6.� J ��:• t,Ar�E L1ESU Ir ''' '}' V `• --f , I \ .` '!� ,^. � I I , a i DMH-10 -� 66.3 66.2 / ,/ R=69.o i I,n ,�rtlrJ T= -_.__. CB-24 t UPIViTi1RE ST r i , >� _ _ _ \ t �I No. Revision Date vd. E1. _ _ . __. 1 r /` 3 4 , R=67.0 i t , R=689 I i; _ . / - ! 1 ) , PP .... �' / \(''r J1 J 19�••I \ �. ..` _ i t - •-; \ ! \ i t ��--' ::2 = S.1 F. "`y 4� \ t ,r,.IQ.30 % I i \1. ,t 1 t '�1 ! \ i�- .' _ _ _ � 66.4 � � , -:"•°L a�v;n,.:, r,�"�->• SHALLOW r••---\ 1 '% u ,•7--•--� r� ` 1 _; // I /' Ii\\� 1 , T'I ` -� ^^ CB-27• \ •i. /, \ ... ti.• 1 \__I ; N ` r - �F:►" CB ��. 1 �` is `% r1 LEI Designed by Drown by Checked by BICYCLE r -_ r' r/- ►. ' f ' `\ I 1 �/ I \ CATCH BASIN / - - 7 I 8- / / R-668 \ / - ,- ----� __ ____ , _ - - `; -_ ` 'I d _ ,i 1 t _\ 1 `. .SEbIMENT AP (TYPA------- SHELTER % ., ••• �� ,_ r - --f, .; L/,. �,,,, _ - "�\ \ \ � ••�'• -6 DEEP t rt% � // CAD checked by Approved by L_ _ ., I_ \ -�f/ U i I I 1 \= 1 -� `--- __- ^-- - -T y „„'-, , ^ OO O \ :\• - ••',��v Y• 1_1r�'. t \ CHING CH ! ;; / / / \ ----/ l \ ! / - , ! CT y ; i \ Scale Date . (� t _ 1-- •. , i R=67.0 6' Dla i I � - n� s __ J' \ \ `�__ _ 1 \ar. \` i 'Y�Lt^.�tD\i- O o , ��' 1�\ 1 I 7 7 t t' ,• I -­> -- -\ \ / J�l it\J 1 . i , - - - .--1 O `i 1 i l t'-�--r-,t-_ 1 l \ _ -. _ , CHING CHAMB L ' t { , (\I� N/F �' r I i3 ( 1 -40 1/25�02 tGEt�R ' !/ t ` /'-%' I \ I-1 t! �� I- - I \ '` ------ ' o O .-` I 1 - , ,' i %, 1 .\ O % (BUILDING Ht! i \ SILT FENCE 1 / O o 0 0 0 • / i v-�_I R=66.5 6 Dla \ t. I w H �," t I �� ," t r \ ! ! i t--1 r I SILT FENCE/ -_____ 0 0 00 0 . . rI •" Ry•' �r t i / •z.Ilr_ l��L�V.i �'(?\j'I ( 1 r i z� 1�c=71 f� �..'r,�'v(j' t�ri.7`\ Project Title \ HAYBALE BARRIER __, .• _ f I!d., 7s $ .f_ '�yi 1 � (� 1), f '(__________�`- _ HAYBALE BARRIER- 0 0 5- i t ;1. ;'t - ---_ -- -��( `��t� r->/ _ _ _ - .\ 00 0 0 r ....... �� - �(= 2.7 �T j' F OiP t!J 1-8 1 ----------- \ 1 _ 1\!-'\���J }t�_ 1 --' i ._. _. - - - - / d'� d d� `:;.: ' r .... i ! Irl�nnntaL ,n %li;. 7 3, �x71.6 .'71.5D � RCP :, --�-- C�t1. Lan /' 1 A -., \ `li , / ,, -. - ``-_., O o o O O - CZ� r i- '• - '•/•) if ,\:.••rii:,/•, r fiI' x �' g / 1 �- '>t - \ I'-••_--I 7-' I- - -- _ o 0 0 O o / F. _ ,•N::r ••�.•__ ,- - ••}! \ i�``�- j ' /•' (. Z / I i 1 r/ -v ,\� / -. / _ _ r\ - - I•_.'� +��f��/� I ,� '• � ! .. v\sw4LWtrov t � I �r i I / ' ! 10' DEEP.. , , 1 a; _�``__ - , e.' % f -, I.� -• / \Z-J �"`/ �` - \`"'-• \!. I`. f-e 4�c�� �� •`i�`���•sL`s-:.�1�i� ._ O O G�D O�� A ,�� �• -•• J r Y 'y-����,� I ^� �` i j f /1 O JO� QO OQO' ,�3� r-- • .-•j;-- r `� \.. _ / .- r�.��S ..._ �J t. ^ �_4Zi`�.�...'`L•'':.,� r 'y-'�`.••-yet_-.--.:.- • r Y `� - v 1r�^• - '-'�I !4rrvtMA�I�VV \t I 1 o s.l> IING ►Metes \ Wastewater Collection & l i1( .t / �, ' / ..- ,`f�1'✓` r�`i•� �1 ds tl �J _ " -•�_�... _-' -r �- �' Y `-- /`'�Y'^(I•'�-��, L' •• .. t •i ! �� L `' O CQOp O O D p it .R�71.0 8 �a , // -e, - -- " ,,=yam+ i ��1`J i Oo O O �- i__` \/ `-�. = _ L •!.• \ j J 1 O O O O o �- ''��'t i• /f / I �_ % / �{ �`-' o O o O o __- --- -- l i ` !' \- �' a •/ i i t. C fIt / ' }� _� L -- ._._.-...__ - - �_ �, -..r ter...- _ y / I , - vin ` _�._r"••- --- ___--------� _-- r SO 8� 8� O ------ ' / ' " 4 'r - r-l-�-l.A-`o• : ;'� / o O o o �Qo 00 Is = 1, {) t` Treatment r _rJ.,_A�I"I f S , ,\ •_e\J - / ` "�� `w..• n , , \✓ •'•'-'-�- .�.- O O O tt rl•MN' /` ` 1 ,! ��- ��; y, ' '?L./'�-I=` ! \ �' �\ �1�`'1L� . \.J-\.. ._ ../v �• _.- - tt %I -_-- -----_. _- ; -�, r\-A,k 1`- �___ �- •� , ��'I , J / Facility - - -- ' - - -- - - -- - - ---------- - c Q Q Q o I Barnstable Massachusetts \� . ,__l J_ - �' ( _- -- ....••''`- ---- J,`"`" `-�- -�- /. O 3\ I- ` f_+,t�"1�V, �_ t / ;_\"I »-- - - ,-'-- '"..'.r..`__ ---_ ;\ !, CONSTRUCTION ' �` - �. - OO o000 0�Ooo Oo moo o A l - (N \: _ Ili% -•--�_ � -L \ � , Issued for �, ...:- �' - -- - ,/ _ \-- - --- �o - $; r MO ,• -\ _ SroRMc�toR N1T ,"':E ._ _ _ 1` Configuration revisions _ :.�-' - - `w "�."Y�`I rj�\/�I'�i�f_ r V�11-, (.f� r , n"4; i i 'y�'�J"��,r\r� •/-\{_\I^y' a/! r '\r.1 : r-�!' y�\/, ^•r- ` __ ^_ A / •. ! I\ 1 + S 5 - `_ \\ `� ;, --- _ _l;�r,^�~�'t�y y^r^� 1 t r ✓-V�rj�r,-�' `- i \ J -. __ \�_ 11. 1 � ./`---______ r 11 11 ' ,r r -- "' ``.\ `\ ,_.., I \ 1-1 ---... !/f I i-1 ` r \, \ �\ ',__Y_g_,/-,_.` I^lam- - - •----�_�' /r ---- 4" ii __ _ - ,. / �� �\ \ \ `, \ l \ `y( I /� :r � --` 1 / CONSTRUCTION EXIT t ' -/ \ ` \\ ` \ `�65 / \ / r� ( •, I /,. / i t t �_- i-y - __J_' �� \ / - ...•----•�r Drawing Title eec, 1 �•^ CO STR Graffing and \-__ / \ `� \ \♦ \ t r T i e- I I / i / / i 3- _f. - T i L' �.:-:•• .. _..._.._ - f1 - ''.._ -_...._ •_ __ ."'..� /`- // .. _ -, \ -" ` \ \ P } r I ( \ t , J' f` \ 5 1 �,\^ _ c ` / /✓. -_ _- - -___.- -_ 11714 1� / / '- / r,`le --- `` - \ ` ! \ i ;j, r \ ( . 1 I � ( r_ `^ \ �-- t,! , -r _ \-�J _, f :, APPROXIMATE LIMIT OF (WORK ~�` \`` �L I!! ,f. / -- ---___.2 p= -..,�' Drainage Plan TO BE PERFORMED UNDER A i' s _ 1.. i' i , ,' <1• %�/ - . - -` -.�_�__ ._.� -._.. I / APPROXIMATE LIMIT OF WORK ;, 1 ;, - ,- - _ _ - _\ r' SEPARATE OFF-SITE __ o --^-- -- -- 1. TO BE PERFORMED UNDER A \ '` ; ! I IMPROVEMENTS CONTRACT /' \ SEPARATE OFF-SITE ° �' ` ' ` "� IMPROVEMENTS CONTRACT \ ;\ ` is 1% 40 0 4O $0 '/`/%1 �l /firJr'; ;; 'ss� t ° "^ ` Sri Growing Number f 41, ,i. i•/ ,\t 11 I' i t tll�C ff %'I '' /%1f"',j�" `,` /. ,I IG*C-4 # SCALE I N FEET ; . ­;, ...- ; 1 .,.,1 J Z Ii , i: i�1; ifI i I �'i .: S� ,, �_114 ;..." ! zi " - ­'= � 11 A, i i V/1 I it , 1 1. if r.*' J,I` � 'I 111--' :` , ,/ _ YA S i t I .0 r J. � / j` i11 , t1 T �((I t 1 11 I� (1 11 � r/.--' a.27997�� Sheet Of I 1 ( � .ril I I ;"�..'.I I~~1j 'I) ! , �\ I/ fIII- �� .o ,pfGc„ �� ^/ 4 9 j ,. +`I Illi EtAA� i` l j I,'-" ' f� t rF -''� SON L EN�'� 61/ i %. / I.s t1 i 1�.. t; ' j F i t}1 �I t- A r'/ Project Number 1 t / . III i I .i I :. , ; 1 w7 05162 !I _ \05162�cad�ld\Wastewater\Zeno�2X05162gd.dwg • REMOVE EXISTING 10" PLUG AND CONNECT EXISTING 10" WATER �J` `` J ` ✓�, '�, �:�.`# MAIN TO NEW 12" WATER MAIN LLJ y ' 9 /t" y- - 1 / 12"X8"X12" TEE f �) J f� 2 - 12" GV J, J,J�J J ?' // / ' r ,� Vanasse Hangen Brustlin, Inc. Transportation S Land.Development ! - / ,�..��rt��iuJ� - - --y J -�� t Environmental Services i r 07 - GAS _,o'GAS - -- - - 101 Walnut Street,P.O.Box 9151 _ wG- W 12'W �Waterto Massachusetts W471 r r' rn rr-42' - - �► ^_ - Y c� i 617 9241770•FAX 617 924 2286 S-11113 i VIG _ 12"X10" INCREASER Q 1 - 12" GV ON j j L CENTERVILLE-OSTERVILLE SIDE l ! ,gppp REMOVE EXISTING 8" PLUG AND s CONNECT EXISTING 8" WATER _C0 - ,Q�}�/Fe�.p pRC Cq /J,n MAIN TO NEW 12 WATER MAIN f' i ! RM 0.7 3 'v OJ J DIIS R=61.4 1=57.20 CB-19) RlC% APROXIMATE LIMIT OF WORK TO BE PERFORMED I=56.60rDMLDc) 3 I-57 20 OU UNDER A SEPARATE WASTEWATER TREATMENT I=56.40 % PROPOSED MONITORING FACILITY CONTRACT (HOLD) I=56.40U WELL TYPICAL SMH-B (SEE DRAWING G.C-6) J .................. - (FIVE TOTAL) R=65.1 t I 61.0 SM -1 MAINTAIN AND PROTECT SMH-A I=60.9 R= BY OTHERS EXISTING WATER AND R=645 t I=54.30 SMH-14 _ I GAS SERVICES (TYP.) 61.4 12"W •'yY0 .. •• - I�61.4 61.3 auH � xN •- •'••_• ZENON WASTEWATER V DEEP �--12'D •• t yy 10 LEACHING CHAMBERS -PRIVE, , - '•-•. UGE TREATMENT FACILITY •• MW-1 i R=68.5 I=661 30 • - OO S /T ���•'' SHALLOW ' I=65.50(OUT) I 51.30 'pl o o CB-20 MAINTAIN AND PROTECT �..►-----"" ��,�J� � j 72. ' • -•- o R=6a5 ` DMH-33 DMH-34 EXISTING SERVICES ! iv \•'••. F=66.o0 OU ! R=68•8 R=67.9 (SET LOWER TO PROVIDE LD DCB-28 f I=65.20 (CB-21 I=63.80 DMH-33 _ i I=57.00 UGE/T o T R=624 I=647o:(CB-2q) I=s37o OU 1P`9 COVER IF NECESSARY up #g - ,,_-.- CA c:�; HASIN „ Rts R OHW-.. r /� LD -• G � I=58.70 ou Jr I=s47or ou ,� � � MAINTAIN AND PROTECT 1G. ,� wrcLR "J t o'•rr�} '`,�` -- • _ =' //� G Up �AAINTAINo+Sc)PROTECT J EXISTING LEACH( G CCA�IBER EXISTING GREASE TRAP 3 J - _ / / I -IIIK- I F ! LD EXISTING HYDRANT - == - _ `f�' it RIM = 64.8f� f / / DMH-36 -tD 5Nr, H R=65.2 INSTALL 12"-45 BEND A i 5 `�J� A --'? y - } SASRJ f 1, TO/BE-MAINTAIN(=D� % I yD I=56.00(OUT) AND CONNECT TO J.� __ -. . -• =5 ' , rya C i (y • DMH-29 DICB-19 _ SMH-14 LS-1 _ 1 _ t ,1� r c- - 12" �-- 12 D �, t{ !y� GE W-2 EXISTING WATER LINE s -- •.' _`- _.. � t`. � N--"'"`�. !RC_ ,; -, •,�. -�' R=56.8 R=60.t SMH 14 8 S N I-53.5• 1 vtJ`� __ -�- 2CP - "" + REMOVE & RELOCATE D._ `� I=50.10 DMtt-28 I=57.60 OUT) R=63.9 -.. - EXIS�1.G HYDRANT -- I ___�� ,. _N X 6~ a2.4�;�, .. ,,' / I=50.00 OU I-54.00(SMH-13) _ l._.---- -•--- "� 6 Try � � ' ' r , � �12,YP.j PE l r \ J r, ?� - ....-6"S 53.90 f.._ '_ /.," ,2 . 5" RELOCATE I=53.90(OUT) R=637 1 '�1AtER o 6.._ RELOCATE y /� tA' ;tl1r., DMH-37 12"W - - s, _ _ _ �._. ---- HYD WG-----• k�68.92' ..+ _ c� S. -`2'GAS � .,.- �--' .. 6_64.5 ! �' r o 'IF" I=55.3o(DMH-37 ) � 12" LVL HDPE �.¢ � �„�.r• GAS METER � f� HYDRANT (� o BUILD[NGF=56.o0(OUT) I I=53.8• I y %__---"' '�- -`- 6b -6Y pC �^ , f t. ` STORMCEPTOR UNIT .-(^ f ►� 0 I t 1 I=53�.� 1 t-`�AC�? �_ ` -n�'- bt'Gi,S - S.Qt� �At. E i, //,�/: 1!r"f�� Eqs. �_ , 1�� SC-4 N PROPOSED STOP SHOP ! _- - - - N -- ► �, Fi GRf1+SE ,P.AP ,;�////s tf;�%r,f i _ T�Ji • ` , y R=66.4 00 �^+ 1 I I I 1 1 I t ' 1 11 I I I I I I 1 1 1 I I I 1 1 1 / t �• J S ; f /f/ - '� 1- "y t I=61.75 DMH-35 ' 12"D f 1 t.o�,. 15 U�'1 �-� I ! ,, SUPERMARKET I=57.50 _ t .DMH=•14 I I 1 I I I 1 t,I,I,1,I,I,I,1,1,I 1 `L'_`^ ;r , , r i Jt N-R 0 u v .: ^l . y ; T) 1 I (� I I 1 //•/ ` S r,ivK1`' REA so i 1 . 1 t R I.=6L50 OU i I R=621 1 I t I I INFl TRAl10N BASIN 1 1 / _ - 'E RA \ ` 'y ® ® I 1 i r r r r r 1 t ® ,A u. :'tT , ` '112"D = 11 .-5i.op' ! �, DMH-37A _- - to I F=58.20 DCB- 11 I I N 11 I 1 I I 1 I 1 I I ---, , =f/ I=63.50 ` t \ 5 l _ �= I I l t l ' I I I I I l l l i l t l _1- , t t / �'i / t DMH=35 f R= I=57.90 DCB-16 11 1 I 1 , lr I I I - , N t \\1 T + ` I=59.50 RD 6 I I=58.60 (DCB-B) I I I I 1 1 SE t"B_A(�'" 1 `HYD WG•' R=66.0 1 , EN I 1 I t 1 _ YARD 1 I R=62.7 r / tit I=6260 Dce- I ' j' MAINTAIN ND y MAINTAIN AND �N r� �f �� '. I=6270 (DMH- --` I=56.0 G) , I I I=57.90 (OUT)' I l l l l l t l l .j -- `� - I I I I I I I I I=59.00 (OUT) t % PROTECT EXISTIN PROTECT EXISTING RECONNECT ; SEWER CONNECTION t SEWER CONNECTIONS , V� / t i I=s200 OU / , w 1 1 1 DCB-16 1 t 111 111 - III 1 I 1 I 1 1 �t r 1 1f��c ui 4: ` f it / I=60.50 t 1 R=61.8 - i 1 I 1111 I I DMH-15A t tj� % GAS UNR / I , I t �� / 1 1 I I I co ,1 ,i,I R=621 t J- y ' N CE 1 1, ,l f:/%r%///f. `� � St1ALL01q / _ F a 58 t0 ouT) I I,:: I D 12"D "I p fed! i i i I I f 1 i 1 I=57.05t DMH-1 I _ xRD / t r/• , !//r� ter! "' � ,�\, t 'h Oro u� DCB-22 HYD INFILTRATION BASIN_ t - / !/ %/,r/.f't t WG i I 1 DMH-15 I I I 11 I = / I `� / - _ -�- - 11 R=621 1I III I I ��+- I-56.00 DMH-t SEP7tC = 11 1 1 )✓ f//ff/ t +YI/R.S R=65.3 I-57.80 DCB-17 i I I I (0 i 1 I I I=56:00 MH 18 I T / / ____�._ - t t f I=6280 OU.:',kA 1 • _ , ,,. - r- I I I=57.30 OMH-1 1 I 1 I I ' i t ty ell t s K ;�/ff// / / _ q� I tt Pt�M 11NTf1I1)AN is P(�OTE( I E LISTING 3=5720 OUT) I I 1 I 00 00 1 _ DMH-lb / , t SC-1 / r - <- TAt�F; fcaJERT=60.0o'� r SEWAGE LIFT STATION AND SEPTIC ANK I - t I 1 11�I 1 I t )1 I I R=622 , c� t �/ R=66.4 600 %% f _ram- © �` _ �''� c3,% ti FOR CONTINUED OUTLET CONTROL O - X i 1 ,DCB 17 I I,111 1 I ,�1,1,1 I I=56.80 DMH,-1• ?1 l / r=58 60(DMH-s) , -- _ L� - `\ f J r t l 't / t STRUCTURE M �- 1 11 Rtatil.8 I11 I 11 I�,I III II I=56.80 DMH�.), t ` / /� I��5835 OU - �` > RETAIL A _ . t tl I / 1 I 58.10 I I 1 I l• 1 1 I I-56.60 ,OU 1 f�� %//` t_-- -'l \` = A NTAIN AND PROTECT , , SHALLOW / DMH-28 I`. err,P c.3 -- . 1 R=59.2 ( 1 1 1 1 i 1 i I 1 I ' x %/, v� EXISTING-WATER GAS AND I i i l l l I I 1 1 .0 1 1 I k l l < R 66.6 ...�"' 4"D +�, 1 t 1 1 1 1 1 1 I i I I I I 12" 'Jr 1 ! CABLE CONNECTION' INtFl27= 06' •` l = I a50.80 fES-2 f _ _ 8"F \ to I 1 I I I I 1 r . \ ' - X DMH-6 `� 5 p l I=56.00 12"OU ,.��` i 1= r�' I t -� R=58,1 • -� t - I=5aoo WEIR) r-'��� DMH-18 I 1 , �'� I 64:1 W I.=5300 �ry " DCB-26 30" LVL I=54.5• HDPE / _ -24"D. �-24"D I=59.30(DMH-5) CONNECT EsXISTINW ROOF DRAIN R=60.8 I=59.50 RD - F-59.30 OU ,�. / S t t �._ r„ I e572 RM 7 24"D 8PVJ / / 30j L' L DMH-7 ` RECONNECT ® ® ��. f �p TO LEACHING"CCHAMBER WITH F Is59.50 RD 1 I 54.5' R=65.4 _ ry / ` DI RD (L-0WER-1S NECESSARY E 4' FES-27 16"D.I. F=56.00 DMH t 1 I=5620 SC-2 i r GAS LINE ® _ Q / r TO PR01`/fD _ I=51.2 DMH-28 G I=56.00 (Olm I=5600 -2 "D I=57.85 SC-1 f i �I �G CON CT DMH.7 d .� r �' I=ss.00 ou dad{ E , I NE TO EXISTING FORCE AIN t I ,. R=60.7 EXL DROP MH v ® ® f� ® 6 _ { M .TCH SIZE. ;RUN TO SMH2- 1 T I=55.10 DMH-24 1 .. r 41'" �" .rv � 4 �=r�\ fr' ; k u-- °-'- ' T I=5510 W RM6383 I 'v -__=j--- r J --__- 4 - LL t DMH-5 /� ` '1 a �o-� INV. = 53.5 0 E• TRANSFORMER PAD F=56.60(SMH-12 ; --- --- y -- ---- ' 6)DEE� ® r '`l _-- - ` -- SiORMWA7ER I=61.70 CB-7 _ O \CCc�,l �REMO,,V6�SC/ s �' DMH-26 I=59.00 tDc) 0 1 - �^- 1 a ' I DMH-13 -_= N DCB 5 \ t nMti ELOCA7E� ot"rt- E . s �. � I=55.10 GT-1 M I_�0• •-STiORMCEPTITR UNIT ) �' I=56.5• 1 R=621 --- 67 c, 1A , I=59.80 (OU I s (�� a _ 12" - 1 54.5 I=5510 I=60.50 JG7 1 SC_2 O I MH 60 DCB-i 60-- R= 19 'BID a I-56..50 I=5480 DMH-25 6 S I=59.50 - • '-LEACHING R=620 400 I = _.. 60'x72o Bi.D1f2 x12"TSV �>Z, •� --- *�DS I , • 1 ,_ g p� I 56.5• " I I I=5&70 DCB- -_I=56.60 DCB-26 . CHIN i=57.3o�eo DMH-4 DCB-2 -�STORMCEPTOR UNIT = GT-1 SM 13 1 - I=55.45 DMH-16 12 D I=57.70 DMH-1 i ` \ I-5510 DMH-39 ( ) = - = c� R-633 632 • -A- I-56.40(OUT) fl- RCP •.- F=57.20 -FIEU� ® ® R=67.0 R=67.6 � WG R=71.5t SC-3 2400 I=56.10 6ro1) - - - ' _ _ �.• AD t R=61.1 I=5470 W I_58.25 BLDG) 6 GW I=58.60 / �___ 12"D -=8-', , ~2 = ..--12"D p ( _ .{` • `O NOTES: I 6260 DCB 5 I-64 fI0 OU •0 I 66.30 EX �'C I=5410 DMH-26 ,• f., ,� I-58 00 I-60.50 / i F-__-- DCB-15 ' RCP I DCB-25 _-__--4 t o ¢p o I_6270 CB-6) N !_ �, >✓ 1. VERIFY EXISTING UILDING SEWER INVERTS ALLOW A N h 18"D i J ,r 1 DCB-18 _` 4 ---- R=61.4 = -- _ , I=66.00 FM � � 1 4" VENT R=622 ..� � ` � I-60.80 DMH-3 ' I ---•-"' PRIOR TO NEW SEWER INSTALLATION. , I=53.85 i � �� R=60.1 •( TO ROOF EN �••- r �� _--_ --_ `- r- I 60.30 OU IN=66.3't 1�, t �y `:y R=69.9 I 1 v t r_I`t i 7 / I• / r E___ I=58 90 OU ( t ' I 58.90 OU-- - T R=68.66't 1 1 nr rr- OO r r,c<� - _•.,._�• ' . FES-22 l o ----- 1 } 8" 65.F 3' 1 i'- I I-65.60 H-1) -1 f I=50.0 DMH-21 i fi r�`} i'_' / �• t ; , RM67 8 ' �.s A ''' r`� . SMH-2 I 65. :OUT)" E y INSTALL RM63.8- � �! v VENT(--------- I---- ---- CB-7 ' DMH=1 �, t• - ._ 3 1,11�_ STUB 7 SHAUAw R 65.7 DMH-3 o I=s37o Dce-2 �:R=.s9a_.» ` t ._ _ ..r a S uG �_ _ DMH-12 W W N = I=61, DCB-3 c 1---2-w DMH-39 `�-'� F-59.5al RD) U R=67:t N Npv 1 8 S A1ER i l ` ( I= 00_�DG) I/: ' ..; I ( DCB-14 I R-621 t I=6200 OU I=6370 JrH-)2'- I=6230 DMH-1 I=63201, 9-t t) I i i- -�.. ,� •• SMH-1 R=60.2 /` I=56.00 DMH-1.8 ^.^ R=61.4 I _,. I-58.60 DCB-1 :I 1 O='� LEACHtraG EN I=61.00 LzACHrdr ® rEACHING61.80 W o°/�I'I=fi3:20 OU Il j ==56.30(DMH-38 1 �l ( I=55.OD f DMH-20 i ( I=58.90 (OUT) 12 D I I=58.70 DCB-1 + I I=56.20 DCB-t ���.'� _ I=56,50 r �'� I I ; 1 Q ^,S+N I=61.00 OUT) Ul AS;"I '-� RCP •.,- I=58.60 DMH-tt 60'x72" `I) , �-- l tt ; ; ! ; �+ i N MAINT AND PROTEC !, , _ EX % 5"D I=58.20 OU RESERVE t I 12 D (� W • ; t `- ! �� ) EXISTI WATER AND t (� N I=55.9 -�- 6 DID, _ A,,,I=57.50 I 60'x72" I t I CB-6% �_.. , o ` _ = l- - 1U,` �•- -\ ,,, RESERVE I o RCP ALLOW LEACHING AREA z r o - - - - co I DCB-10 I `i �� `'' I=63.90 R=66.7 DCB-3 I �, I GAS S RVICES (TYP.} i €R,v ,\ >� S FI c S _ Sr LEACHING AREA I I R=622 I �, I=s3 00 ou i=ss4�oo- r-.f J a 1 ,� '� iI EX SMH t 0 1 I=5sso kJ EXISTING BASINS T® ( t�,- `i I M R-7t.Ot I t /' ;i.; . '1 r p„i, i• INSTALL i DMH-38A r M ----- - ------ ` } 3i 1 '+i ut , ' _ _ ( f I=66.5ft EX 4" j� -PLUG o r _ '( _ �� N BE REMOVED TYP �r j_LUC 4 !r} j00 � I=66.50 to UUT) ° !I 1 R=61.1 CV _J ..�, �� ~� Ol @9 -19- ® ® r1' N A. %R t.,.r r ATii?US-� I ?� ® t i t t ) ' I=56.90 BLDG J- , • C] 6 6.o O o! ^,Iird11..R1'PI tj 1 WG I=S6 80O UMH- ) ) `is // OI t {;YPtC:+L I ( i t I=56 oU �' ' �-30"D -30'D �! ® ® ® ) 1 ;,. 'N ( M IN`TAI EXISTING , t ;' ± • Ff i•' • !,,' B ILDIN CONNECTION t f •j 1 DMH-21 ) ;/- OUTLET CONTROL 8"W o --► DMH-11 8"W J t , 8"W 8"W , f t. 'r! 8"yy !I���`` 1 M INTAI AND PROIEC i ' - - R=H- i/ r-12"D STRUCTURE - R=67.t SMH-11A 6'W o N SMH-11 � '- '=r�.o,' �� Tl HT& NK AT it t -- , _+ SMH-12 8" 15"D (I YP) - f. WG al �at ( J'/ o,® Dtltrf-20A DMH-20 + - - - - 8"S - I=solo M is) - - -f- - - - - - - - -J-8"S•- - - - - ` - - - - - - - - - - -8"S - - SMN-1e- - - - - - - ' -8 S•- - - - ='- - ti SM ANERS TIGHT TANK SET BA( -5160 DMH-20 t { t I=52 50(OUT) } ! R=626 R=639 ' I=6180 -1 --12"D t l! '�� +t? :R=69.0 i; - _ ;4'i WG•/ I=59.50 tiD I= :RD) EIR ' rear `' ( :I=64.00 BLDG �S i S ,-a I=59.50 RD -59.50 CB-13 RCP ; ® 1 SMH-3 [DMH-38 ;r I=5460{DMH-20 I=56.00 MH t R=64.7 R=622 + I=545o (ou I=55.60 (a, HYD I I=61.50 { 8 l) �tit� HYD SMH-11 I=6495 �MH�2 AIL R 70 4 i R�,, PROPOSED z R=66.5 "Roa7h,ATE LOCAT!0" INSTALL N= I=64.94 I=57,40 CB-27 `� 8W I O �r ��..,/, SMH-10 !' OF 8" STU /, r J SHALLOW ® � !.a„Y !-„ :3MI'i sEa,.-• - , ,- I=57.40 OU yyG, W IN �� Q RETAIL D s I=6280 SMH-10 R=69.1 / NH(LE i I`=64.90 OUT) ! MW-3 r 1v G DCB-9 I=6290 BLDG E 1-65.00 61DG r I PROAINTAIN SMH-12_r ;• -�-" t ; ) CONNECT BUILDING AND } .� `-6' . ��_ r '- J ® R 65.57 t I=63.50 BLDG D I=63.90 SMIt- {S I- TECT 1. . I=64.00 SHALLOW t �•-'-4"Ct SEWER TO SMH-10 FISTING " " " INSTALL JJ R=64.4 - I=63.00 I=6270 (OUT) _ I=63.85 NpIJ 8" STUB I=59.00(SMH-11 I ® CB-4 ` -r Ati�`vf3�k)' u UnUTY CONNECTIONS ' / pp t t� IQ58.10 OU '4 DMH-10 SMH-11A 1 1 'i-F�''S Q CB-24 J - �! i No. Revision Dote vd. 12 X8 X12 TEE J w R=67.0 R=66.9 _ t R-69.0 % �f �' r I-=66.50 �•r R=BS g / r Designed by Drown by Checked by L 1 - 8""GV -- ) ----- --_ :-_FRGN p .,D SETBACK LIN; I=63.20 CB-12) I=60.90 S1rIH-11 va'v%•n =� LLOW .^-.� _ f / j I y t 2 - 12 GV CB-27 $ICICL� �_ -_"62.00 DC8;9 Lw-BD.80 W n; t ,c CB-23 ti�'��!fa ��., I-_�� .J CAD checked by Approved by ( R=61.9 , -i I-6200. OUT 1- 0 =68 8 fr I=58.20(OUT) " SHELTER - SHALL°vN ..•• .• • •.`--,�=4--�� _____-_____ - , -6 oE� f ,_._._ .� R �, 6 D ,� y'L ..-,CHAMBER Y-�f /- r-.^ "t CB-12 '��^;ry V�v^,^�-,r`�r"'ti':� • ��'j t CkjiNG CHAMB i i%i. I68'1f I=66.30 OU �: / Scale 1n 0� Dote /�� R=66.2- i-`'�r. �•, t r ,f .r• 1/W/02 -! CHING CHAMB ^�• t R=67.0 _ -66.5 6•DIA .® I=s37 OUT) �.' •:;\• t I=64.00 BLDG) _ -- -_ _--- _! '' _ ' • A Project Title :f I=6280 BI DG G "" - •j I=58.00 BOTTOM f 'L C ✓ . ( •1� �� - 1J • - _ ) 1 ..... RETAIL C } i ► __. - Cotuit LanclinQ (� ,. ,��y/�✓; 3 I=56.80 BOTTOM I ^\• t•'' ...... ...... ::�. .. ( MAINTAIN AND PROTECTij 1{ +'� b ZI 1' \~ N , - - - - - - - - - - •: , . ...... ,, EXISTING UTILITY i WM,wvnsrt+i .��,: % .� "v:'A'ri a `12"D i�Cfl _ ," .• r :% ) t f} ✓ \. T - - - _ f`^ t CONNECTIONS • - -'--- : '•-•-•- -_- ._f ,! ; r; -- --'- _ _ Wastewater Collection & i , �. `_.�; ,: ; ------ ---- ) Y Y` l •••'• _ , v:srv..nnv ' i 1 10• DEFP r;'�__ _ r t 1 �. /' .J-- v�LJ �.4 A e ` h A_}.. .rl - /� 1 �.!` -' �: -- i - -,j� r v t ! ; + , '�. ,. - . _ . . . _ . . . �' v t..n� 4 _--,-1 l��' CUT'AND CAP•• •' - - `,v:vw.a•.a:r, .• I f ; -. I Q 000� �^ _�`-�. - . _ . . . - . A _h_j - . . . - . . -oNkd- -� - - !Y'1'"`. 1 1 ��. ' •• d;1'`• ... '' t !' ' a �� 7' ,(r6,LEACHING CHAMBERS y - !t _'- - _�.i t -EXIST( AS LINE''1^r'�' .f •! , - -- •• •• i 7 :I R'=71.0 8'DIA -)- •` _ �. . - _ -�`. (I f r .r ` -� :r I = 64.0 Treatment Fac�ty W .. �-•� .-,_ I, J,�,����./ _ ."�,_-�. ...:^ .ia.s. 1 •"__.s.-- •.�..� { .+ jl. ,fl K:..�� \ §. -- •- -uw ,�,J.�•._. �t�,',....1 "...J�._J�ti'"'. _ _____ ........ _ -`�---�..... -��=�-...- .,.- L'+'LAGPULE a-'< � � �lr� I = 54.0 BOTTOM _ �� _.. - ..__. ,"", . , -� -n l� --_ _ . , " '+_,•_ , i it !� ` tr`Nr'Mss" \� Barnstable Massachusetts _ - - - _-. . - - _ -'•- - _ ,_ -_. .--.- t� _ __. ._ Issued for _....._.._....._.._.. ...... - --- -" -'- _- _ . _ -__ r-� atlon Revisions {J-•- � MAINTAIN- ND ROTEC7 " J _ •_---- ` � _� � �' COI]�1gUr • -- --�` - - - �. ROUTE H 1 f (STING-WATER SERVICE_ UIVE __- AS--- - - �:;�; _, _ __ - g STORMCEPTORr11NIT - LL� �}. .a. _•r .vi a�.r. ..�» j_ .-. }� [ t-T ' ^'t'-�'�V ^,r•.r"•t.-`.�'-, r• -._ _- ..._ .-__-- .._,_. •<•• _ . ^. ' • .-_.--,_------ .-".r'� '1i. :L_ � mot,'.'.'^,�-`) Yet'` ' •i,i _ ALMOtII"I�� ROAD) ---_ - --•----_ SC-5 ,r. j _�•^• t ,^-_Y'R.^..'Y_'': _....___ •t i/ }•� ^ /"•t S ..._,-._ - _ t : (^, Y"Y`"�r R 64 70 �, GA1 t 04 v�';'`?�-� ^ - I=64.45 MinGAS Y� 24� _,.,p r , { , r ! , { /) Drawing Title U _...._ i is>'�.._.,:.: Cam.. ••_...__r1 •--STUB.,-,- .- .._- t •-1-.. , Utih I t ties an APPROXIMATE LIMIT OF WORK ''�'- " TO BE PERFORMED UNDER A / :; -- �•--- -' . /' APPROXIMATE LIMIT OF WORK r " '•'HYD SEPARATE OFF-SITE ,/ TO BE PERFORMED UNDER A r IMPROVEMENTS CONTRACT ,: SEPARATE OFF-SITE '<:, f% IMPROVEMENTS CONTRACT Drawing Number I t % 40 0 40 W 80 t i/ y SCALE IN FEET :% �• o R GC-5 i i sue' •°( I t+�� j � �.r�' `."'-~---__-� _.__� x` RY fCl �' i _t ;.r f ,f( ' --- No 27JS7 s Sheen of 1 t , jj i' ;r !.:� ; f ;j , �/ - %�•> .:�j o CfSTEIt�• 5 9 t r j It %� / rj �� Project Number 05162 \05162XcadMWastewaWAZenon 2\05162ut-dwg I i j At NOTES: �, \t 1. THE SCOPE OF WORK TO BE PERFORMED UNDER THE ;r wE�ppRpk� 15,000 GALLON WASTEWATER TREATMENT FACILITY CONTRACT INCLUDES VanasSe Hangen BruStlin, Inc. q tiEq� Mq TE C ANOXIC TANK _ ALL WORK WITHIN THE APPROXIMATE LIMIT OF WORK-, Q(% �pRp pC `� 11 4"x29'-10""x9" 3 3/4"DEEP !' EXCEPT: r` Transportation Po 11,000 GALLON ( ` - LANDSCAPING ' Land Development \ ! ER pRp TeC710AI �oN pF EQUALIZATION TANK TE�ri o�sr TWO REQUIRED - BIKE PATH Environmental Services � ON DI , R�cr •�, 1 - 2" PVC COND. 5 �\ STR% VENT RISER (11'-4"x22'-2"x9 =3 3/4"DEEP) - PARKING FIELD CURBING / (SUCROSE) r - UTILITY SERVICES (2" WATER, 4 SEWER /GAS, 101 Walnut Street,P.O.Box 9151 ' f ELECTRIC/TELEPHONE ETC. TO WITHIN 10' OF BUILDING) ' Watertown,Massachusetts 02471 ` SMH-B \\ � 15,000 GALLON ' i 617 9241770•FAX 617 924 2286 R=65.7 t ` r AERATION TANK I=s1.o (sM►+-z) TWREQUIRED2. THE WASTEWATER TREATMENT FACILITY/ CONTRACTOR AND i 1=609 ou �"� REQUIRED ! -� VENT RISER TWO(11' "x29'-10"x9'-3 3/4"DEEP) i THE SITE CONTRACTOR SHALL COORDINATE THEIR WORK TO ACHIEVE AN OVERALL EARTHWORK BALANCE FOR THE 4" EPDXY COATED SS AIR PIPE ' 2 - 2" PVC CONDUITS FOR SITE AND COMPLETE ALL WORK IN CONSIDERATION OF THE SUCROSE TUBING AND ,` OVERALL PROJECT. I SMH-A \ ��j c� �` VENT ` pH SENSOR WIRING Jrr r 3 _ R=64.5 f \ , o 661 "� \ , 3. AIR PIPE EXTERIOR TO THE BUILDING TO BE 316 ; • _ - I=61.4 (SMH-�) �, ' x �. RISER I=61.3 coup ,� Z ; VENT To RooF STAINLESS STEEL NTH EPDXY COATING FOR COMPRESSED \ 6� ♦ AIR DELIVERY SYSTEM. ., - ♦ : 1 67.1 MIT OF WORK \ \• { 2„S (rn, ) `�. TYPICAL ,� I I 8 _ 4" DIP TOP ' 67.2 ' AND BOTT ��^ x 66.6 . ` x � - r 67.4 S� 4,� 1 66. \ 67.5 ;, 6" WOOD FENCE 66.5 �- x ;o S 68 STOCKADE !r \ a? iCNB M 4„S A �•. CE x5" CONC. PAI `, ` \ �tn� 2 �e0• �, IA`'a , �. (GENERATOR) t , (DIP)` 66.4 DISCONNECT 66. D P S w r I 1 SWITCH 66.4 ni I ) ♦ a� �' , �� �� UGE,T �� I - - _ _ r' PEDESTAL 4-4"S ' 63.9 .® - _-__:; - 66 (DIP) 6 0 3 t SMH-14 i iI 3- 6 0 `r pR0 x n e ' l R=64,4 - ` e/� ®� ��� SLAP .�'� ' ` F FlC SS eC /�4.91 ( `� `\\ 1' 1 54 80 SMH 13 i F R * �� ` E �' '%%,.. 4" PVC 1=54 70( } qCk� • S 4'F L ♦64. SDR35 63.7 S M w �R3 • � ,�� " -4-FM r S ♦ a: �� DIP � �s � �` � -�.. - , \` 6 9 65 O 4' _ F 1 STANDARD i �p f' VALVE i DUTY 11,000 GALLON ' =60. 64.3 PAVEMENT - 1 � i ! , Q CHAMBER � �M SETTLING TANK RECIRC. 66 (11 4"x22'-2"x9"-A3 3/4"DEEP) J �� ,•' �' �I ' I ' � DISCO NEC F N 63.75 63.75 ' NZ I=62.50 �1�-. _M • P DTC TAL i ,I i ! ; t� it VENT RISER _'� - - - ------ 6 ` � . 3.5 ♦ 63.5 63.5 ' ' Ilk' r 4 UGE T -VALVE CHAMBER �� % i � �J .� G co ♦ COUPLINGS ARE POINT -� R cSS o Q �r DOSING O 6' ` J , / ` 2 2 ' 0 � 2"PVC FOR 3 8"H ' OF CONTACT - SITE \ r � TUBING FOR Na0 PUMP STATION CLEANOUT SEE SHEET GC-9L41v :0 WWTP CONTRACTORS G '� , --is- 63. O 0 ♦ i� 0 � 0r• � r. se _ ® a � � >• r■ � • INCLUDED IN I=59.5 THIS C NTRACT �� • ` DISCONNECT SWITCH ti x �} �� ,� / �- j `, ■ �� PEDESTAL ; 63.1 �� \ ■ �� \ `� LIFT STATION ` ■ \ i I=54.30 SMH-14 - y,5� SEE SHE C-8 LQ FIELD- TO LEACH FIELD ■ \ , F 4, -TO LEACH ELD - \ I ANIL C S h + •(. HORIZONTAL ., . ti 10 0 10 20 4 0 4 8 VERTICAL SCALE IN FEET ' i 75 J NOTE: SLOPE CONTINUOUSLY DOWNWARD TOWARD TANKS 75 Q CV Z Q N Z N Y - c6 Y 6 Y 0 06 4" 4' ACCESS - - x Q o Q o 1t°I--Q Q a� H �CH� �--- TREA-TIVFEN'T-PCA EXtsTIN Z I- I- o TRUC-TU �D_E EX[STIN 4�r4=aeeEss-a ,�,,�•� GRADE 7 H 'O Q 1ri 1n RA•VI -t`L-4W FRDtv4-. 4 x 4 FINISHED GRADE PERMEATE P13 P 70 GC S-S-k+ATG Pt1W -'B1t-M 4ERS}-- PROPOSE 70 RIM=65.5f -EW ��� " VENT 6" 4 VENT MAN�tOtE-RISE - - - - I ACCESS7ttXr "-�- -1- _ - I " Wri�CIVIf1tE-RISE VALVE M- OCE-R7SE� - RIM=6' .20 ---- VENT L S 1R_eo - �64.0 - - E - F.F.-65.0 65 65 1 j PARKING LOT SLIDERAILS 2"p C FM SCH80) I=64.05 - "�� 1 i No. Revision Dote ppvd. -.y fi3'0 Designed by Drawn by Checked by I=63.80 = i INSULpr-FE T=62 5 II=62.25 INSU A 6" F'VC I= .55 _ CAD checked by Approved by !S=0=Oa - ► i �It 2"PVC FM SCH80 . (SLOPE BACK I 5-0.02 Scale 1"=10' Date lrl5/02 F-�- _ ,02 8 - 0.005 FOOTING r 6060 ' w I=61.40 SLID RAeK� 60 60 " Nth - I=61.3 `. ' Project Title • • 11 000 G ALLON w PVC ( ETTLING-rAN - - - . o TYPICAL I=so.so _ COtust Lan g Q = 6-8� N Wastewater Collection & I - �(.rYa � EL=53.5 Treatment F .. _ _ ac . - = ty BOTTOM = 55.25 I 56.5 55 55 i " INLET I=54. ,0 - 6"Q Bamst ble, Massachusetts 8 6-5- EL=53. !0 ONT'Nuos�Y cjpWARo- tEaCFtl�t FtEt _ . I I _ TtAP EI= - Issued for �_ . < I i52 5- H.W. "PVC i 0 LE UTIU z z - _ • ACH - ��- -NFI�B-- A r.,. a _,..� .. - , a .: . � � • . � N-�:-B- � IZI�r- �€-►�`� °N Configuration Revisions I 0 0 12" ICK €QUAUZ-AM0 ' NU MLMUK �- CG (SEE SHEET G.C-9 c i cv B-SLAA B€P OFF 48.2 M-ANHOLE-F-0 DE-TAtt 50 50 11,000 GAL ' -� S > I �14U LOW=, 47.95 W UbCkIA Drawing rtie j �llMP;4.6.85 � Treatment Facility LIFTSTATION 1 1 E SHEET GC-8 E SHE - 45 Plan and Profile 45 SE 0 DOSING PUMP STATION DING-LY�ICA � '� OR-DETAIL) 11 II z z Drawing Number 40 GIC-6 PROFILE �• SCALE: 1" = 10'-0" HORIZ. R 1" = 4"-0" VERT. fRA S .H Sheet of 6 9 FG� TERE '� Project Number 05162 cad\I&WastewakAZenon 2\05162-P1an Pro dwg Z • Vanasse Hangen Brusthn, Inc. U Transportation }— Land Development Q Environmental Services I 101 Walnut Street,P.O.Box 9151 Watertown,Massachusetts 02471 617 9241770•FAX 617 924 2286 UJI M N� O 1 - =�O O off?. 2m = �O INO = O mN0 NNO L�iNO WO W.m No o4� Um u�o tom^ornm �nvo N oom {I om S o0 1 of(c)ci ui o.Iri rn z I of ui ri Ki ` v a�a rn as o m to =m m m m m rD c.r v 4 I of Is)ri aiEn min U N N N y N U U U .�N N U N U N N U U `/ U X II U U 'h. =n mm n mm . W Cn C/f D:.».... . _ EXISTING GRADE I � ' PROPOSED GRADE i 72 72 I PROPOSED GRADE � 72 I EXISTING GRADE i --- 68 68 68 g 8"P C "PVC 8" VC.. F C — 8"PVC E 414/Af 2 W U -- 64 64 — 64 0 12"W 8" 0 6"W . — 60 60 60 W Z 2 U __.. 56 56 56 Q 52 52 52 DATUM ELEP 50.00 DATUM ELEV 50.00 no rn m v (o •r 0 0 0 0 n ao o n o 0 o CD 1. aE n rn (D ao (D 0 0 0 0 o In ao d o In v o o rn 0) to In o 0 O o c© o o In ao a o In n o 0 o a) rn rn 471 O ,= r N N N O a0 a0 t` (6 (D O (6 to to O rn rn of O Chi C4 C4 CS (D co to n h n n n t\ n n (o to O (o m to to to to to to cD tD n n n n n n n +50 2+00 1+50 1 00 0+50 0+2 + 00 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 HORIZONTAL 40 0 40 80 4 0 4 8 VERTICAL 4 1 d 1 r SCALE IN FEET Ld J.�f I- S �O N NO Q y0 N®m tlON� , oo o00o N oo oo c000 O Ip d'LL7M 02 OtA OmOD C-4 dOr 0)oO �ICT fCZWNn -�OMOND j m Imnl°)nm =m":itoo =m umilmnum'�Imn _a UJa =m�� =m m�m� oii uiriai N N N N II N N N N N II U U N U N N U U N N N N N =m mmm N o:..... N ae......... N D:..... N U!a l N ac i i -----------------------------T 72 _ .._ _ I 1 t I I I I I 4— I 72 I I I 1 No. Revision Dote Appvd. l PROPOSED GRADE Designed by Drown by Checked by EXISTING!GRADE 68 _ ._ — CAD checked by Approved by I 3 _ 68 f I Score AS Noted Date 1/25/02 { ----- _ —_ __ _ i i—_----- 1 ——f-- ---_ — _ Project Title IN, I { __ - Cotuit Landin 64 — --- —._ _ r.�= AS o� � 8"PVC_.._ —--- 64 I j I s Wastewater Collection & —— 1 � — —— � ( � "Pvc 5—D0 E 8"p W a Treatment Facility r--T _ 2 —------ At 60 6"W — —__ 60 Barnstable, Massachusetts z Issued for "Pvc _ - — Configuration Revisions ' LV� 8"W 0 U 8"PVC Q 56 8"PVC Drawing Title Sewer Profiles 52 - _ - -._ --_ __ -- - ----- -- -- -- ----- --.. __ 52 DATUM ELEV 50.00 to (D 00 to n O ao N a0 00 O N N O O N aD O N O to ,r- cD O O O O O O O M (o n cD O d M r a0 N O N n tD t` N O ON- M N rn N n O In M O .t r n O aD D! � O M d O O O O O O O O sf Oa O M O .- IM IA t10 O a0 a0 O I� n t6 Id r7 P7 N C4 r r a- N C4 f7 IM r) M) CV CV M d d IA di I() II) I() Ui 1!I Ui (o (D (D h n ^ a0 (D t0 O (p (D (OD n tD tD to O t0 O to to tD (D tD tD tD to O O tD tD (O tD tD (O (D tD (D (D 0 tD (D (D to tD (D to (D to t0 tD (D Drawing Number 11+00 10+50 10+00 9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 0 G*C-7 o � A F MCI -+ CH H� Sheet of .27997 7 9 Gw► fCISTER� �NAI E� Project Number L T7 ,� 05162 \\mawalcIU&05162\cad\1d�WastewateA&non-2\5162FOf dwg MANHOLE RIS ER SER W/ HEAVY DUTY FRAME do COVER COVER TO READ"SEWEIr (TYP.) SEAL AROUND PIPE W/NON-SHRINK GROUT OR 6" OUTLET PROVIDE FLEXIBLE BOOT 30" DIA 6" IN 0 ALL PIPE CONNECTIONS. ACCESS • 30" DIA. NOTES: t� N oD ACCESS 73/4 i. ALL SECTIONS SHALL BE DESIGNED FOR 3- • 1 f I I HS-20 LOADING. m 48" DIIV� MANHOLE 1 L 48' DIA_ MANHOLE - i A� I `� 2 COPOLYMER MANHOLE STEPS SHALL BE 6_ N o FINISH ALTERNATE TOP SLAB Vanasse Han�ren B�-ustlin Inc. INSTALLED AT 12' O_C. FOR THE FULL (STEEL REINFORCED FOR HS-20 LOADING) Hang en TOP SLAB DEPTH OF THE STRUCTURE. i (1�•) a GRADE (STEEL REINFORCED FOR HS-20 LOADING) I _, 30 DIA. I s" Transportation 3. ALL EXTERIOR SURFACES SHALL BE GIVEN c ACCESS PAVED AREA LANDSCAPED AREA FINISH TWO COATS OF BITUMINOUS WATER- Land BAFFLE (typ.j Land Development GRADE PROOFING MATERIAL SEE NOTE 5 Environmental.Services COMPACTED 8" 30" DIA 8" co GRANULAR FILL COMMON FILL/ ACCESS ` 4.JOINT SEALANT BETWEEN PRECAST SECTIONS 61 - ORDINARY BORROW SHALL BE PREFORMED BUTYL RUBBER. o ti° .o oho°0°°` .`� c0 °-`$P°°8 o:8g�o off°o$ S• SEE :. _ o a 101 Walnut Street,P.O.Box 9151 00. Z°° - Watertown,Massachusetts 02471 NOTE -------- 5_ STANDARD SEWER MANHOLE FRAME AND v o:J ' ------ COVER SHALL 8E SET IN FULL MORTAR w W d ------- BED. ADJUST TO GRADE WITH CLAY BRICK 12" COMPACTED GRAVEL w rn _J rn � STEPS 617 9241770•FAX 617 924 2286 1 / / / COMPACTED SUBGRADE SEE NOTE 2 w �' �' �\Q 1 \ �\ AND MORTAR (2 BRICK COURSES TYPICALLY, v z 0 45' WYE iT o o • o z tW- 5 BRICK COURSES MAXIMUM SCCttO� view W O w~ j \/ DEPTH AND SURFACE o ) v to /� r,- Z m SEAL UNUSED KNOCKOUTS / TREATMENT VARIES ~ z a 22'-2" * \\j •" . / IY w w rW/NON-SHRINK GROUT a ,\ ° • J. ° \\ W cn F-to • 21"-2' / USE DROP MANHOLE tb o°b • v W -�a. STEPS, SEE INLET 48' DIA. MANHOLE MIN. j�\ • o \ DEPTH VARIES w Z a NOTE 2 , •- �� WHEN THIS DIMENSION NOTES: O W $ X O / \ O v EMCIVABLE CAP I E CEEDED Zn 1. ALL SECTIONS SHALL BE DESIGNED FOR \/ e o \\ ------ zz 0 •, ARCH INVERT TO BE CONSTRUCTED 6" INLET 6" OUTLET r- O WITH CLAY BRICKS LAID AS >/�\ ° WARNING TAPE r----- r-------I - _ 45' ELL/BEND _. HS-20 LOADING. '` •O tb \ (WATER ONLY) C3 W •. o � o b ° v- I I I I in ON STRETCHERS AND ON EDGE 2. COPOLYMER INSTALLED AT MANHOLE SHALL FULL ' \� z a 48" DIA. MANHOLE m ON EDGE \\ .o a° o g o .\� w O ww I I W Q LIGHTWEIGHT CONCRETE - a DEPTH OF THE STRUCTURE in a o •N cobbb • ~ • + SEE NOTE 4 ( f O m OR PLOWABLE FILL CAST- SHELF TO BE BRICK LAID FLAT 00 ;\ o�0 0 C 90 \ COMPACTED w Q �� ` I I IN-PLACE ENCASEMENT .• . AT A SLOPE OF 1"/FOOT W w ; o, \ BACKFlLL to ----------------- I I o � 3. ALL EXTERIOR SURFACES SHALL BE GIVEN a as $ q' •�' \ - XIBLE WATERTIGHT :, SEE NOTE 4 TWO COATS OF BITUMINOUS WATERPROOFING o GASKET OR SLEEVE 8" KNOCKOUT I ( ( o_ ` o \\ AND TAMPED HAUNCHING • MATERIAL a_o =- -0_-= 0 / z (�) L-----J L-----J ? FLEXIBLE WATERTIGHT v / Yb°p o•0 0 ��j° , COMPACTED BEDDING v OUTLET 4 GASKET OR SLEEVE (TYP.) 4. JOINT SEALANT BETWEEN PRECAST SECTIONS ;AQz ~��/�//. /✓i ��,< ,t✓�\ t:W A 4" VENT TOR PIM ve 4" VENT TO ROOF z 6" MIN. O * ie SHALL BE BUTYL RUBBER. 1 OUTLET z w DIA. 0 _ 5. SEWER MANHOLE FRAME AND COVER ; __ VARIES 1.PROVIDE OVER EACH OPENING A 30' DIA. CAST IRON FRAME & COVER SHALL BE SET IN FULL MORTAR BED. m 18" COMPACTED o�' 12" z w 90 ELL/BEND ; ADJUST TO GRADE WITH CLAY BRICK AND (�) SUBGRADE Mm ,•''�` �_• • - RAISED TO FINISHED GRADE.MATH 48" DIA. MANHOLE RISER SECTIONS. O ' 2 ALL TEES SHALL BE SCHD 40 PVC. O O MORTAR (2 BRICK COURSES TYPICALLY, • •• ° 3.FILL WITH WATER BEFORE REMOVAL OF DEWATERING MEASURES. m 12" •: - ` 12" 5 BRICK COURSES MAXIMUM) o 0 0�.'�� a� "od,° o& 8 ° 4.PROVIDE ANTI-FLOTATION COLLAR AS REQUIRED. TYP. •• TYP. o `'0O1- o Oo o o C 000Q�08, - 5.CONCRETE SHALL BE A MINIMUM COMPRESSIVE STRENGTH OF °CA o°o O° o O o 0 O o o ° ° • O \/i�/\ / m 5000 PSI, TYPE 11 CEMENT O o° ° O o° o°° cG o oo° ° c a tb g ° °° o O 8�° /i, // /, �\ �• ��`���� 6.STEEL REINFORCEMENT- ASTM A-615 (fit. 60. " O O� p 0•$•C2 o SHELF TO BE BRICK ARCH INVERT TO BE CONSTRUCTED °000 o• oo°o . ° ° ° 00o m • o • m e LAID FLAT AT A WITH CLAY BRICK LAID AS 7.SEAL CONSTRUCTION JOINTS W/ 1" DIA. BUM RUBBER OR EQUIVALENT. SLOPE OF 1"/FOOT STRETCHERS AND ON EDGE B.SEE PLAN FOR INLET, OUTLET AND VENT ORIENTATION. BRICK CHIP AND MORTAR 12' COMPACTED BRICK CHIP AND 9.SEAL UNUSED KNOCKOUTS W/ NON-SHRINK CEMENT GROUT. 112" COI-1 OR CEMENT CONCRETE FILL GRAVEL MORTAR OR CEMENT 10.TANK SHALL BE DESIGNED FOR HS-20 INCLUDING LOADING DUE TO RISERS AND SOIL COVER. CONCRETE FILL 11.DIMENSIONS GIVEN FOR GENERAL INFORMATION ONLY. ACTUAL DIMENSIONS COMPACTED COMPACTED SUBGRADE MAY VARY. SEE SHOP DRAWINGS FOR FINAL DIMENSIONS. SUBGRADE R(Mb=LWT BX10-11 Utility Trench 3/99 Sanitary Sewer Manhole(SAM 3199 11,000 CvAon Settling Tank FFatterior Drop Sewer Manhole Type B (DSMI 3/99 N.T.S. LD-300 N.T.S. LD 900 N.T.S. N.T.S. LD-204 LARGE SINGLE DOOR ENCLOSURES 41"X25"X16" NEMA 4)C PAD MOUNTED NOTES: ITEMS IN ENCLOSURE: 1. BASE SECTION SHALL BE MONOLITHIC. C01111ROL JUNCTION BOX 2 ALL SECTIONS AND TOP SLAB SHALL BE DESIGNED FOR HS-20 • LOADING. REMOTE LOCATION OF • HEATER • POWER DISCONNECT SWITCH 3, CONCRETE SHALL BE A MINIMUM COMPRESSIVE STRENGTH 5000 CONTROL PANEL (IN BLDG) • POWER CABLE • LILG CONTROLS PSI, TYPE II CEMENT. JUCTION BOX 4. MANHOLE STEPS SHALL BE INSTALLED AT 12" O.C. FOR THE FULL LARGE SINGLE DOOR GRLTIDING DEPTH OF THE STRUCTURE- ENCLOSURE 5. ALL EXTERIOR SURFACES SHALL BE GIVEN TWO COATS OF CONDUIT SCHEDULE VENT PIPE BITUMINOUS WATERPROOFING MATERIAL (SEE DETAIL) 2-3' PVC CONDUIT(CONTROL) 6. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE BUM 2-4" PVC CONDUIT(POWER) RUBBER. � 48" DIA MANHOLE MI-FLOTATION CONCRETE SLAB 1-3" PVC coNoulr(uGHnNG) RISER (TYP) AS REQUIRED CLOSE CONDUIT WITH 7. PUMPS OFF FLOATS TO BE SET 127(MIN.) OFF CHAMBER BOTTOM TO INV. ELEV. CONDUIT SEAL WATER TIGHT LOCKING PROVIDE CONTINUOUS SUBMERSION OF PUMP. OUT=58.0 4 X 4 ACCESS COVER 8 ALARM ANNUCIATION SHALL BE LOCATED IN THE FACILITY. (H-20 LOADING) RIM ELEV SEE GRADING PLAN CONCRETE PAD 9. DISCHARGE PIPE FROM PUMP TO FORCE MAIN TO BE 2" FLANGED INV. &25-ELEV (SEE NOTES) DUCTILE IRON. 1T-0" IN=58. W INLET X -2-EXPLOSION PROOF 6" OU 100 WATT LIGHTS 16'-0" � _-- - --- -- --� -' THREADED SEALED CAP FINISH GRADE t0. LOCATE ALL WIRING AND FLOAT ASSEMBLY TO PROVIDE CLEAR -4 11 ° 10 FINISHED GRADE LOAM ACCESS TO PUMPS AND RAIL SYSTEM. 6" INLET TERNA ALTERNATE 6. O1111ET + ° c �+ � PITCH TO DRAIN AWAY r1�) ATE oUTLET_�I I a N - 11. 8" DIAMETER ANULAR RING TO BE FREE OF GROUT. FLOC L FLOW e v 12 3UMP: BARNES XSGV PHASE 460 VOLT POWER BIBLE GRINDER 8" MIN. IDH=20.5 GPM=76 TO DISCONNECT SWITCH LIGHTING FLOAT STAINLESS CONDUITSTm. 11 1 I N -i it TREATMENT BUILDING _ 1 11 I I 1 l ; W j z RACK -�� " SLIDE RAIL ����-"'��� i� - �♦ ��\�-�'�il _I 1 � � eo �_ ZFZ_ STy3t."».t"SS STEEL \ 1 d Q REiNUFTI'G CHAIN F-ORCED CONGRETE v � W r•- WATERPROOF CABLE 8VLE1'' PIPE.FROM SMH 14 1 `� z 45' PVC BEND NO CABLE SPLK�S I I 8" PVC (SDR35) INLET 1 1 I � 1 � �• WYE INSIDE PUMP STATIO+F ►�� ° INV.-54.30 STAINLESS STEEL WATER TIGHT LOCKING ------ ��-- --- SUPPORT PIPE FORCF� AIN SCH N 4 X V ACCESS COVER D I41aN'INV.=623 r L T o FLOATS TO BE ATTACIHM FLOAT SNATCHES , (H-20 LOADING) WITH. ; . . .: 30" DIA. OPENING 'ts°• v• ';woo+o FLAW WITH POLYPROPYLENE SAD AINLESS STEEL C~ / (TYP) SEE NOTE 1. �/V/\ /\� /V/V/V� /V/V/V�V�• /V�V// 4" SDR35 PVC INLET INV.- 5640 DRESSER COUPLING 1 ' " $sua � 6" \.�\.� 7-9\r\\i\\��\% 6 //�\ PVC (SDR35) ) ct ' CHEt3C VALVE \� 12'COMPACTED GRAVEL BMW 8' SDR35 PVC INLET INV.= 54.30 2- Z PVC (SCH 80) HIGH WATER ALARM ' Qom? . ._ I LAG PUMP ON EL. 75 > 2" PVC.(SCH80) TO SETTLING TANK Plan View COMPACTED SUBGRADE INVERT (SEE PLANS) FORCE MAINS LEAD PUMP ON EL_--5&05 DUPLEX PUMPSSection c %° BARNES BAFEZ 2X2 'tom y1CW FLOAT SWRICHES . BREAKAWAY FITTING NOTES- O,� LEAD PUMP OFF EL=49.85 O ALL PUMPS OFF/LAW WATER ALARM EL-=49.6 r a o ` r 1. ALL SECTIONS TO BE DESIGNED HS-20 LOADING. ' 12" BOTTOM EL=4d7Wf► � "MI � \� 4- PVC (SDR35) INLET 2 PROVIDE EACH OPENING WITH A 30" DIA CAST IRON FRAME&COVER 12" o 0 0 v PIPE FROM BLDG RAISED TO FINISHED GRADE WITH 48" DIA MANHOLE RISER SECTIONS. a. CONCRETE FILL �NV.-59.55 3. ALL TEES SHALL BE PVC. t2- 12 /2 PLAN VIEW 4 FILL WITH WATER BEFORE REMOVAL OF DEWATERING MEASURES. 5. ANTI-FLOTATION CALCULATIONS Tf:, BE SUBMITTED BY ENGINEER. • \ \ \ \ \ 12" CRUSHED STONE N.T.S. 4,WO Gallon Precast Concrete Grease Trap Cleanout-Landscape Area 8/99 Lift Station{LS-1) 12/99 4000pcgt A N.T.S. N.T.S. LD_302 N.T.S. Los23 6' j a- 4N5 PPORTS EACH DIFFUSER ROW • a a 2"X2"X1/4" STAINLESS STEEL • ANGLE. SWING CHECK HILT] HIT-HY150 INJECTION ADHESIVE VALVE (�• ANCHOR 1/2" DIA. X 3-1/2- EMBED(TYP.) t" ° - STAINLESS STEEL • ((TYP•) ppvd- GATE VALVE No. Revision Dote U-BOLTS & NUTS 3{ ua4i-n^ BRACKET ® 4-O" O.C. •a ( . Designed by Drawn by Checked by {TYP.) • 1a CAD checked by Approved by scale AS Noted Date 1/2S/02 r x 4" DIP RISER & VENT SCH 80 PVC d TO ANOXIC TA I 2" PVC CORD FOR PAINTED BLACK Project Tine TEE ( 3 8" TUBING '-o"(TYP.) • SUMP o / (NaOH)( ) MATH BUG SCREEN I . 2 3/4'MIN DUL HOfLZ OtUit LLi,ilW 41" w u \ 3" DIA RAIL POST INTO•I UM 1HR W/1SD INTO IMO FASTENER - N. Wastewater Collection & _ • 4 d ; (I IIII • • • • • •� d • W • • N _ 2,�- �X 21/4 LG T�I�I Treatment Fac�l�ty Y +ATER ACCESS COVER ,o " Z H 20 LOADING VERTICAL PIPE AND 3/8" a ( ) (TYP) � N I ACH Taro TYP. 3 TYP I 4 tW C" °'��"�''°� Barnstable Massachusetts TUBING COMPRESSION � ca - j m g-o'ac.TYP. � FITTING FOR NaOH t M=s4:5ot t N 13/16"X 2 5/8'PICKETS Issued for (2-71013 FI FINISHED GRADE a" FASTENED 1D ttA9 W/ WATER TIGHT LOCKING w PITCH TO DRAIN AWAY LOAM AND SEED m t ( I w J 4'X4 ACCESS COVER N �10 RAIL.t--MOLE Configuration Revisions W4" PVC (H20 LOADING) . �� 8'MIN ° /. \\\\. \ / \� o o \ REINFORCED CONCRETE :. AROUND COMPPOST(TYPCTED .) ADJUST TO LEVEL I I N o CONCRETE BACFlLL \ `" ° (3AO0 PSI MIN.) °e o o, 6" o• Drawing Title I I GRADE ( I U DRESSER COLIPUNG TYPICAL - ON FORCE MAIN PIPING ° `MANHOLE STEPS AT 12' O.C -RAN� 4" DUCTILE SWING CHECK VALVE \• I 1/2" DIM. STAINLESS STEEL I I 6'MIN. e •a • NOTES- HIL11 ANCHOR BOLT & NUTS I I v FLANGED C DUCTILE IRON GATE VALVE \ \ \ \ \ \ \ \ \ \ \ \ \ 13/16" HOLES / g CorINECroR FENCING MATERIAL SHALL BE NORTHERN WHITE CEDAR, TYP. (3) PLACES WITCH FIGURE 800 PVC / \ EV INV ELEV= soo \ \/\/\/\ , /�/ SHOWN TO THE DIMENSIONS SHOWN ON THE DRAWING, • I I CONCRETE FLOOR I I I I I \� INV 0.0 �5 PITCH G TANKS CONNECT TO SYSTEM CO INTS 2. ALL FENCE POSTS SHALL BE TREATED WITH "CCA" ON ALL Details CARPENTER AND PETERSON. INC / To p,NpwC Arro WHERE REQUIRED SIDES FOR A DIMENSION OF 3'-0" FROM BUTT OF POST. I I I I WITCH FIGURE 49 BRACKET SUMP � ( � \� PIPE 4. a o 3. POSTS SHALL MAINTAIN A DEPTH OF 2'-10" IN GROUND AND Li 6" MIN SUMPN v> � FORCE MAINS SHALL BE RACKED TO ACCOMODATE ANY CHANGES IN GRADE a I 12" •� •• MIN DRESSER COUPLING TYPICAL 4. LINE OF FENCE TOP AND BOTTOM SHALL BE INSTALLED STRAIGHT 5 CU. FT. - _ ON FORCE MAIN PIPING AND TRUE ALL POSTS AND FACING BOARDS OR SLATS SHALL Drawing Number GRAVEL 12- ^'- ' �SUMP / � .. BE INSTALLED PARALLEL AND PLUMB. ALL RAILS SHALL BE / INSTALLED PARALLEL AND TRUE \ / 12' COMPACTED 5. ALL GATE HARDWARE SHALL BE DOUBLE DIP HOT GALVANIZED. GRAVEL BORROW THE CONTRACTOR SHALL SUBMIT GATE AND FENCE SHOP DRAWINGS U-C-8 i TO THE ENGINEER FOR REVIEW.` C BRYA 1 Typical Diffuser Support �/17/01 Typical Pipe Bracket For Concrete Wall 8/01 VALVE CLAMBER(RECIRCULATION) Vent Pipe Detail 6' Single Sided Stockade Fence 8�99 � �7 H 997 7 Sheet B of 9 fCtSTE4E� ��� v N.T.S. Diffuser Support N.T.S. wall Bracket I N.T.S. REV N.T.S. N.T.S. � 0 LD-470 AAl ECG` ; Project Number 05162 105162\cad11d1WastewatmkZenon-2105162detdwg III LARGE SINGLE DOOR ENCLOSURES 41"X25"X16" NEMA 4X PAD MOUNTED ITEMS IN ENCLOSURE- Vanasse 13'angen Brustlin, Inc. • CONTROL JUNCTION BOX NOTES: • HEATER • POWER DISCONNECT SWITCH TPOti� 1. BASE SECTION SHALL BE MONOLITHIC • POWER CABLE • LIGHTING CONTROLS Land Development 2 ALL SECTIONS AND TOP SLAB SHALL BE JUCTION BOX Environmental Services DESIGNED FOR HS-20 LOADING. • GROUNDING 3. CONCRETE SHALL BE A MINIMUM COMPRESSIVE STRENGTH 5000 PSI. 101 Walnut Street,P.O.Box 9151 TYPE U CEMENT. Watertown,Massachusetts OU71 4• 2'0�FOR THE FULL STEPS SHALL B E INSTALLED AT DEPTH OF S _ WATER TIGHT LOCKING 617 9241770•FAX 617 924 2286 STRUCTURE i 4 X V ACCESS COVER WATER TIGHT LOCKING CONDUIT TO TREATMENT BUILDING (H20 LOADING) / 5. ALL EXTERIOR SURFACES SHALL BE GIVEN FLOAT SWITpiES 4 X 4 ACCESS COVER TWO COATS OF BITUMINOUS WATERPROOFING (H-20 LOADING) MATERIAL 6 BE BUTYL RUBBER. SEALANTJOINT BETWEEN PRECAST SECTIONS � -l LARGE SINGLE DOOR ENCLOSURES SHALL / L-J 41"X25"X16" NEMA 4X PAD MOUNTED 7. PUMPS OFF FLOATS TO O SET ON(MIN.) OFF i FORCE�N CHAMBER BOTTOM TO PROVIDE CONTINUOUS SUBMERSION OF PUMP. 6" NLET I / ___ 6' FORCE MAIN AREAS ITEMS IN ENCLOSURE: 8. ALARM ANNUCIA11ON SHALL BE LOCATED --- C --1 _ �► • CONTROL JUNCTION BOX TO DISCONNECT SWITCH IN BUILDING AT MONITORED SECURITY AREA = 4' DRAIN FROM I I& TREATMENT BUILDING CONDUIT SCHEDULE --_ � VALVE PIT • HEATER POWER DISCONNECT SWITCH ---_ 9. DISCHARGE PIPE.FROM PUMP TO FORCE MAIN � TO BE 6' DIP PRESSURE PIPE 2--3" PVC CONDUIT(CONTROL) O • POWER CABLE • LIGHTING CONTROLS 2-4" PVC CONDUIT(POWER) 10. LOCATE ALL WIRING AND FLOAT ASSEMBLY TO ' O � ---- - I _ • JUCTION BOX • GROUNDING 1-3" PVC CONDUIT(LIGHTING) PROVIDE CLEAR ACCESS TO PUMPS AND 1 ^ ) --- C 11" 16" 16" CLOSE CONDUIT WITH RAIL SYSTEM. `tom 6 F�2CE MAIN CONDUIT SEALFORCE N 11. 8' DIAMETER ANULAR RING TO BE FREE OF GROUT. \ I TO LEACH PRESSURE I � AREAS 12 PUMP: FLYGHT C-3102-433 3 PHASE 460 VOLT / 10' GUAGE�') FLOAT SWITCH POWER TDH-20.9 GPM-420 L---- - ---- 6"SOM INLET I gm I REMOTE LOCATION OF a` i 8' I •� CONTROL PANEL (IN BLDG) -- i FLOW ` I gm DOOR PUMP STATION PLAN VALVE CHAMBER PLAN I� ENCLOSURE 4' VENT PIPE N.T.S. -- --- NOTES: (SEE DETAIL) N.T.S. REMOTE LOCATION OF CONDUIT SCHEDULE CONTROL PAN°'(IN BLDG) 1_ ALL SECTIONS AND TOP SLAB SHALL BE DESIGNED 2 3" PVC CONDUIT(CONTROL) FOR HS-20 LOADING. LARGE SINGLE DOOR 2-4 PVC CONDUIT POWER) WATER 71G3fT LOCKING ENCLOSURE 1-3• PVC CONDUIT(LIGHTING) 4 X 4 ACCESS COVER 2- CONCRETE SHALL BE COMPRESSIVE STRENGTH CLOSE CONDUIT WITH (H-20 LOADING) RIM ELEV SEE GRADING PLAN DRESSER COUPLING TYPICAL Ph& y� 5000 PSI, TYPE II CEMENT. CONDUIT SEAL ON FORCE MAIN PIPING 4"VENT WATER TIGHT LOCKING RIM -646 ATER TIGHT LOCKING (SEEDETAL) 4' X 4' ACCESS COVER 4 X 4 ACCESS COVER (H-20 LOADING) RIM ELET/SEE GRADING PLAN 3. ALL EXTERIOR SURFACES SHALL BE GIVEN TWO (''��iEsj° 2-EXPLOSION PRooF (H-20 LOADING) COATS OF BITUMINOUS WATERPROOFING MATERIAL. 100 WATT LIGHTS Q PITC2i TO DRAIN SEWER MANHOLE RISER : R1M=64 60 6" TYPICAL-SEE CRA[11NG PLAN 10 FINISHED GRADE LOAM 4_ JOINT SEALANT BETWEEN PRECAST SECTIONS - FINISHED GRADE (SEE NDya) 10 DRAIN SHALL BE BUM RUBBER. - _ GRADE TO DRAIN PITCH TO DRAIN AWAY FINISHED GRADE _ Z _ i .. T ,�, �� ><C�! B "T . -: 5. WATER TIGHT SEWER MANHOLE FRAME AND COVER ' • " FIMSHED GRADE . 8�MIN. SHALL BE SET IN FULL MORTAR BED. ADJUST TO O - - ---- • Ir MIN. " ' ° ° o TWO(2) EXPLOSION PROOF 100W LIGHTS TWO(2)EK PROOF LIGHTS M a r a LIGHTING CONDUIT z (goo wATr nGH7S) GRADE WITH CLAY BRICK AND MORTAR (2 BRICK REINFORCED CONCRETE • .'. � WATERPROOF CABLE INLET FLOAT No CABLE spaces COURSES TYPICALLY, 5 BRICK COURSES RACK STAINLESS STEEL SLIDE ^ RAIL SYSTEM INSIDE PUMP STATION -STAINLESS STEEL MAXIMUM). V STAINLESS STEEL _ ______ °0,0 SJDE RAIL SYSTEM - FLANGED 6• DUCTILE IRON PLUG VALVE DE RAIL STEEL 6_ ALL PUMPS OFF FLOAT TO BE SET A MINIMUM WATERPROOF CABLE INLET UF71NG CHAIN Z-�� LMANHOLE STEPS AT 12" O.C. a REINFORCED CONCRETE 6'MIN. FLANGED 6' DUCTILE IRON SWING CHECK VALVE LIFTING CHAIN OF 12" OFF THE CHAMBER BOTTOM TO PROVIDE No PUMP'STATION 9Y VC saRKi)FORCEMAIN TS PLICES 4'X4' OPENING IN INSIDE PUMP STATION FLANGED PIPE , PRECAST TOP SLAB CONTINUOUS SUBMERSION OF PUMP. 6 DIP FORCE MAIN 2- PRESSURE v •Z:I:V FLEXIBLE CONNECTOR ( TRACTOR) R° caNcaETE 7_ ALARM ANNUCIATION SHALL BE LOCATED IN THE 6" SCH PVC �MPINV.-60.of INV.=533 GUAGES (TYP.) a ( ) r PVC ELEV= 53.5 �'�' - FACILITY. TSCHEDULE 80 PIPE STAINLESS S1T11 INV ELEV CppTRNUOWS F4 SUPPORT PIPE - 53.5 P11W UP TO INLET INV...'Me 8_ FACILITY WILL BE EQUIPPED WITH EMERGENCYSEWIER MANIFOLD FLOATS TO B TT FLOW E ATTACHED COUPLING GENERATORS. THEREFORE THE STORAGE TANK WITH STAINLESS STEEL CLAMP ' PIPE'" PRESSURE PIPE COUPLING STAINLESS STEEL. WITH POLYPROPYLENE SADDLE SUPPORT PIPE CHECK VALVEIF o (BY WW1P CONTRACTOR) EDOES NOT HAVE AN MERGENCY STORAGE. HIGH 24 HOUR s P r L�6'_DIPJ AriED �> - HIGH WATER ALARM dt 4" PVC DRAIN (SCH 40) 4 DRAIN (TO PC) 12 4' LENGTH OF 6" PVC (SDR21) M niaTO BE ATTACHEDAMP r ( �' LAG PUMP ON EL=525 ' INV.=526 '° e s MIN. 9. CONTRACTOR TO VERIFY GROUNDWATER ELEVATION DIP INV= 528 ` u • I a ` a r e> PRESSURE PIPE FORCEMAIN WITH POLYPROPYLENE SADDLE LEAD PUMP ON EL=51.8 FURNISH AND INSTALL BY FIELD TEST PRIOR TO INSTALLATION. NOTIFY 12- RESTRAINED DRESSER COUPLING IaGHwATEx ALARM EL-s�So- ENGINEER IF RESULTS ARE DIFFERENT. 4" FLAP VALVE DUPLEX PUMPS FLOAT SWITCHES INCREASER _ LAG PUMP OFF EL-56.so 10. LEAD PUMP ACTIVATION WILL BE BY TIMER, WITH LEAP PUMP OFF EL-4g2 SLIDE RAIL BRACKET AND 12' COMPACTED N LEAD PUMP ALTERNATING. DISCHARGE FLANGE GRAVEL BORROW PIPE SUPPORT AS REDUIRED ALL PUMPS OFF OW WATER ALARM EL-47.95 LEAD PUMP ON EL-55.05 11. SEE PAN AND PROFILE FOR 4" PIPES (5 TOTAL) BOTTOM EL=46.85 S MIN. LEAS PUMP OFF/ 12" &TERN O �.:$480 FOR FOR CONNECTING TANKS �r CONCRETE FILL WETL MODEL 2613 ALL PUMPS A � REMOVAL sYSToa 12- PUMP: WEIL MODEL 1607 SUBMERSIBLE 3 PHASE Low WATERR ALARM EL-54 55- ^ 12" 1r eoTFOM EL-53.55 460 VOLT POWER TDH=7.15 TO 9.85 GPM=20 i IAN . .• ti (30 MAX) 12` CRUSHED STONE �. as a 0 00 a o a a 0 •a •0 0 • 9 0 a0 0 0 0 c OONCREIE RLL o$ 0� 0 0 0 0 0 0 0 0 0 cP •p. 0 0 Oo $ a"q..0 Cb 0 Oo 0 ab 0 �-r it CRUSHED STONE ROTONDO LWT MO- 11 r section VW' W In-Tank Pump Station and Valve Chamber(2- 11,000 Gallon EquIization Tanks/Dosing Chambers) 8/99 Dosing Pump Station N.T.S. REV LD-224 N.T.S. M. ` f'' 1 FILTER FABRIC PROPOSED GRADE VARIES 62.0 TO 65.0 1 ( EXTEND 3" BEYOND WASHED STONE VARIES STONE ALL AROUND TOP OF STONE = 60.58 Iz 1 SEE TYPICAL 3" VENT 21k PERF. 1 1< ' PAVEMENT SECTION /8" TO /z" (M 1 21fi"x21f2" ELBOW FULL LENGTH) PVC (SCH40) LATERAL 3"TRIPLE WASHED PEASTONE W ;o INV. = 59.0 1 N s so BOTTOM OF STONE 58.0 16 WASHED 1 STONE IPLE i or 2 21 fi"PVC (SCH40) RISE N % MAINFOLD CAPH I H 7V STONE (TYP.) ♦ 9jti INV. = 56.5 A 1 F-- 3" TEE ----------- --- -- ' ------------ ---- ---i w (20 "ER BED) - F RCE MAR _ SLOPE BACK TO 1 ----------__------ � M VC SCH 40 f" _----------- ----- a i PUMP CHAMBER ' -------------------1 MANIFOLD INV=56.5 (TYPICAL) I= _----------- --- -- .r~. ------------------ - 0 1.5' 3' 3' 3' 3' 3' 3' 3' 3' 3' 3' 3' 3' 3• 3• 3• 3' 3' 3• 3' 1 5' No. Revision Date Appvd. L==----------- ---- 0 1 1 -----------------_=J C3 L -- ------------------ I LL_ ' ' -------'---------- ---4 W 60' Designed by Drawn by Checked by _-_ ----------- ----- Z ------------ ----- -- --.--- g 1 1 ------------ ® � -----� CAD checked by Approved by r-=------_-�__ _______-- -_ ---__� SECTION A- A Sale ,� -- W -_------ ----- As Noted Dote 1M/02 V~H r __----- -- -- ------------� 0 ---_ --� Project Title r_=----------- ----- 90' ELBOW INV=56.5 (TYP -----------_ o `� -----� 72_-2_h" LATERAL I- -- Comit LancunQ' ---- - ----- 6"X8" INCREASER (Tl'P.) � ------------------ a e �__-----S=0-���--- ---�- � -----------------_ Wastewater Collection & 0 ------------- --- - z ------------------ r_=_-___--_-_- - --_ � _-______--_______=_1 EERY LENGTH ROW) Treatment Faculty � ------------ ----- � ° ° Barnstable, Massachusetts 6" VENT (TYP) A 0 0 3" PVC (SCH40), (SLOTTED - ASTM PROPOSED GRADE (VARIES 62.0 TO 65.0) D-2729 - 2000 PSI) 6" Issued for x6"x3" TEE (TYP.) ---------------- I I I I STONE 6" PVC (SCH40) 3" PVC (SCH40) VENT (TYP.) (FULL LENGTH VENT SHOWN - SEE PLAN FOR 6" VENTS) COnfigwaflon Revisions VENT MANIFOLD VENT INVERT = 60.21 00 1/4" HOLE 1/4 " PERF. AT 4' O.C. (18 REQUIRED) I 1 " RFORATED 0 0 ® LATERAL ALTERNATING AT 5&7 O'CLOCK POSITIONS LATERAL o o CAP SOFFIT LATERAL I I CAP I=59.0 _-o-- -- O I I ( 0 0 ---- -- 214- LATERAL (TYP.) Drawing Title I60'x72' I ' 60'x72 I CAP (TYP.) 6" SOLID PVC (SCH41) ii3"x21/i" REDUCER RESERVE I I RESERVE I VENT MANIFOLD I I I I 8"x8"0" TEE LEACHING AREA LEACHING AREA I I I "X6"X3" PVC (SCH40) TEE I=56.5 Details 6" VENT TO SURFACE END OF FIELD SEE VENT PIPE DETAIL VENT & END CAP I------------- -----I I------------------I DETAIL 72, Drawing Number SECTION B-B A s\ G.C_9 F NCIS -1 c9a YNCH �� N 0 27997� Sheet of fC 9 9 FieldLeachinFieldd Disribution Leaching Field Distribution ISTfRE��"+o SSIr�HAL E�6 Project Number N.T.S. N.T.S. ��� 05162 105162\cadlld\WastewatcA&non 2\05162deLawg } i a E--14 GA. WELDED P.M. 3 —14 GA. WELDED P.M. FRAME GROUT SOLID 14 GA. WELDED P.M./ A-'\ FRAME GROUT SOLID \ TYPICAL FRAME GROUT SOLID / TYPICAL \ \ TYPICAL / (2) 16 Ga. INSULATED (R-1 MIN.) 16 Ga. INSULATED (R-1 MIND HOLLOW METAL DOORS HOLLOW METAL DOOR \ DOOR SIZE: 3'-0' X T-O" X 1 3/4' DOOR SIZE. 3'-0' X 1'-0" X 1 3/4' 16 Ga. HOLLOW METAL DOOR v DOOR SIZE: 3'-O' X 6'-8" X 13/4' 24'-O' PROVIDE HARDWARE AS LISTED / � w \ / I - SCHLAGE #B660 DEADBOLT LOCK W/ / / 14'-C 1'-6• OG (1-PIN KEYED W/ INTERIOR THUMBTURN) / PROVIDE HARDWARE AS LISTED 1 - HAGER CAST DOOR PULL ltlN 1 - BEST CYLINDER LOCK - (l-PIN KEYED EACH FACE) / PROVIDE HARDWARE AS LISTED MOUNT AT INTERIOR I - BEST CYLINDER LOCK - (1-PIN KEYED EACH FACE) 8- 5'-4' 3'-0' C-2' B• I'-C 4'-4' P-8' 8" TYp. ENTRY DOORS 1 EACH - SCHLAGE HEAD t FOOT FLUSH ENTRY DOOR I I/2 PAIR HAGER BUTTS - FBBIl9 x 1 1/2' x 4 I/2' x NRP x U526D LAVATORY I I/2 PAIR HAGER BUTTS - FBBI19 x 4 I/2 x BOLTS AT INACTIVE LEAF F.O. *4 DOOR: O I - HAGER u835P CONT. ASTRAGAL AT DOORS: O I LCN CLOSER - 4111 X CUSHION STOP x AL. DOOR: O 4 i/2" x NRP x US26D ACTIVE LEAF 1 THRESHOLD - REESE 45413A I THRESH 36 X 30'OLD - REESE 45413A FURR OUT WALL 4' PROVIDE R-il OA LOUVER F.G. GATT INSUL. 3 PAIR HAGER BUTTS - FBBI19 x 1 SWEEP - REESE tt101AC 4 I/2" x 4 I/2' x NRP x U526D 2'-0' 2 - GLYNN-JOHNSON - 10H SERIES HOLD I SET WEATHERSTRIP - REESE tt169A m OPEN/STOP SEE HI t A BELOW FOR HEAD/JAMB DETAILS ` `o V 14 GA. WELDED P.M. I THRESHOLD - REESE #5413A FRAME GROUT SOLID PROVIDE 7-0' WIDE X BLOWER ROOM I SWEEP - REESE 1t101AC TYPICAL C-O' HIGH GSUX 7 THICKSOUN O t' D DOUBLE GLAZED WINDOW PANELS (TYPJ ,t SET WEATHERSTRIP - REESE u169A iv GRAB BARS it vSEE HI t JI BELOW FOR HEAD/JAMB DETAIL$ O A-� ® 24' X 24' :o le 16 Ga. INSULATED (R-1 MIN.) B F.D, l-V9") LOUVER HOLLOW METAL DOOR • DOOR SIZE: 3'-C X 1'-0" X 1 3/4' m v ° ° LAY. V,C.T. FLOORING / 4 1'X2' VIEW WINDOW, 45• xx DOOR AIDRAME TYPES PROVIDE HARDWARE A9 LISTED A_2 DOUBLE GLAZED EYE O ! SCALE: 1/4"-1'-0' 1 - BEST CYLINDER LOCK - (1-PIN KEYED EACH FACE) WASH BLOWER RM. 4 1/2' x NRP x US26D ELEC. PANEL i O 2 1 1/2 PAIR HAGER BUTTS - FBBIl9 x 4 1/2' x m 1 DOOR: 1 - LCN CLOSER - 4111 X CUSHION STOP x AL. THRESHOLD - REESE xS413A Q. 2'-O' 3'-4- T-C �i Q M.O. I SWEEP - REESE te101AC :�. I SET WEATHERSTRIP - REESE 4169A I n M.O. Y-6' HIGH GUARDRAI r SEE DETAIL I/4' x 2' x 8" LONG ADJ. BENT STEEL D Q 5 3/4' STRAP ANCHORS, MIN. OF 2 EA. JAMB. = PERMEATE PUMP;;, A_� STAGGERED SEE PIPING DWGS. � 115/t6' 115/I6" aoca - u�► _ PRESSED METAL FRAME ; - " FILL FRAME SOLID W/ ': HANDRAIL TYP. C.M.U. TYPICAL N GROUT _ TYP. •'''':` � � - MEMBRANE p�IP � s• C.M.U. TYP. r CAULK BOTH SIDES CAULK BOTH SIDES " ' - BACKPULSE TYPICAL TYPICAL ` m r p _ CHAMBER TANK V TANK l — _ >.• I CMU- TYPICAL �D �0 r f2) 4 x 3 I/2 x 5/I6 I � STEEL ANGLES IRON i DUCTILE _ •v- o: Q IPIIPE THROUGH - - - MASONRY ANCHORS OPENING ttYP.4I - 1 • PRESSED METAL FRAME 3 EACH JAMB BACKPULSE PIIMPI O (5EE PIPING OtlGSI it CB x 11.5 STL. CHANNEL FRAME, --1 (4 HEAD) FILL W/ GROUT GROUT SOLID. TYP. I I IS/16' 1 15/IC --- 5 3/4• 3/4' DIA. STEEL ROD BURGLARooN BARS O 6. O.C. EACH WAY Hl HEAD DETAIL, TYI''. .Ji EXTERIOR JAMS, TYPO �z VEHT JAMBMEAD 2 3 SCALE: 1 1/2' - I'-O• AEI SCALE: 1 1/2" - 1'-O' AEI SCALE. 1 I/2"=I'-O' 6' 8' 10'-2' g• 3',-2' 8• 1 { 4 ROOF CURB SUPPLIED BY A-� NORTH w C HVAC CONTR.; INSTALLED BY ROOFING CONTR. RUBBER OR URETHANE ROD STOCK ADHERED IN PLACE I=L00R PLAN A `SURE-SEAL' ,BONDING ADHESIVE SCALE: I/4' - I'-O- 'ELASTOFORM' FLASHING W/ LAP SPLICE �) I "SURE-SEAL' SPLICING CEMENT SURE-SEAL INSEAM SEALANT I (1/2' FROM FLANGE) 3' MIN 'SURE-SEAL' LAP SEALANT j ( ASPHALT ROOF SHINGLES 00 V L3/4- OX PLYWOOD • , j SHEATHING W/ 15 lb. rT� FELT -BLDG. PAPER F+�1 0 o�/ -WO FRAMING AS REQ'D.. CURB OPN'G. SEE STRUCT. DWGS.. NOTE: w EXACT SIZE OF ALL ROOF OPENINGS FOR FANS WOODS. ETC. MUST BE VERIFIED W/ WVAC CONTR. - SEE STRLCT. OWG'S 1 1/4' O.O. PTO. GALV. STEEL PIPE RAIL t POSTS WELD ALL JOINTS It GRIND SMOOTH TYP. rA""'N ALUM• cuRs rLASHIHG ACORN NUT 1/4' � BOLT s lqA- CARL13LE DETAIL NO. U-5-D SCALE: 1 1/2•-I'-0- 2'-0' O.C. O I BAR FRAME STEEL I' x 1/8' STEEL 4 WELDED TO PIPE TO FME STRAP BOLTED F� FRAME EXPANDED METAL MESH (PAINT) ..... ............................................................................. .. .... ............................................................................. FOR MOUNTING ........................... ............................... ' HEIGHTS OF (r ....... ' ct ALL FIXTURES ,,,,,,,,,,,,,,,,,,A.PHALT ROOF SHINGLES � SEEDETAIL A_' :.............................................................................. 06 PIN. CLG. ..... ....................................................................... EL. +l3'-0' SET RAIL SUPPORTS ..................................................................... .. SEE CURBED OPENING. F.R.P. OVER IN POR-ROK j I/2' M.R. GYP. � (SEE NOTE BELOW) A ..... . A—I WALL BOARD W/ 3' x 3' x 1/4• STEEL ZO x 20 . W LONG PIPE SLEEVE FULL WEIGH PLATE WELDED TO EXHAUST 2'x3' MIRROR IN BOTTOM /4' I.D. SLEEVE ..... ................ .......................................... w S.S. FRAME PER CODES AS t- _ ShOP.E................... .. _ _ — -1 EF-3 SLOPE _ t= .. ..... ..... ... . I I ...........................................11.x 1!. ... .� I EF-I I -� t' z EXHAUT Ef-2 10 x 10 W WRAP TRAP t TOILET TISSUE "" _I L_ J H.W. LINES W/ DISP.. TYP. I ( EXHAUST dl PIPE INSUL. m II I ............................................ H -, iI ................................................ FIN. FLOOR - II II :........................................... OL EL. 65-O' REVISIONS ..... ...................................... ` /� \/ II II ..... ..... ---._- .r I/li/02 2.70- CONT. RIDGE VENT CUPOLA -O 4 5 I u e ....... ,. B INTERIOR ELEV. Z SCALE: I,4• -O• rD"*+NGUARDRAIL DETAIL ................................ .... 6 �7 I SLOPE � AEI SCALE: 3' I'-O' .-SLOPE. ......................... 1 i..... ......... . .... .. .. .. cr ............. ........................... ..... DRAWN BY: B.W.M./MB a- ................................................... CHECKED BY: D.A.C. c3l O DATE DRAWL 1/3/01 ................................................. .. Q MIRROR ................................................... .. DATE ISSUED: 9/4/O) ......................... ..... SCALE: AS NOTED ............................................................... 0 ASPHALT ROOF SHINGLES -• '--�•""" ............................................................ ••••• JOB NUMBER' B41g Q 12" 54' a SIDE _........................................................... ..... Oi 6• 42' • REAR GRAB BAR ' RCHIT T.T. DISP. GENERAL MOTES � . er SEE STRUCTURAL DRAWINGS FOR SIZE .AND TYPE i OPENINGS AS WELL AS THEIR LOCATION 0. OF ALL STEEL FRAMES REQUIRED FOR ROOF MAX. NOTE' 0 ,A cr VERIFY ALL MOUNTING HEIGHTS WITH ALL FLUE WOOD t FAN SIZES INDICATED ARE APPLICABLE BUILDING CODES ROUGH OPENINGS THRU ROOF. VERIFY SIZE AND 1 p LOCATIONS WITH HVAC CONTRACTOR. EN EER'S SEA ARE NOT SHOWN FOR PLUMBING CONTRACTOR) CONTRACTOR) { C MOUi�ITii�IG DETAILS FOR NUMBER AND LOCATIONS SEE PLUMBING H DRAWINGS. SEE DETAIL THIS SHEET FOR FLASHING a .I SCALE: 1/4'-1'-0' CONDUIT AND PIPE OPENINGS ARE SHOWN ON'PLUMBING. 2 ROOD i'LA1� • HVAC. AND ELECT. DRAWINGS. SEE DETAIL THIS SHEET FOR FLASHING. O ' aID �I SCALE: Val' I'-O' EXACT SIZE FOR ALL ROOF OPENINGS FOR FANS. 4 L" I W HOODS. ETC. IS TO BE VERIFIED W/ HVAC CONTR. 0 SHEET NUMBER NAGA1a I I L it a w 0 Q I v PRE—MANUFACTURED CUPOLA EQUAL TO STANDARD MODEL #42—C W/ 4151—H WEATHERVANE BY WEBB CO. AS DIST. CONT. RIDGE VENT BY THE BROCKWAY SMITH CO., ANDOVER, MA TOP OF RIDGE EL. +84'-4 1/2' tl till fill tjtj HLI Ll CONT. RIDGE VENT EXHAUST DUCTS. SEE ASPHALT SHINGLES OVER 3/4' MECH. DWGS. CDX PLYWOOD SHEATHING TITI—tiTIJUJI 1111 fill lit' _3 12 ASPHALT SHINGLES OVER 3/4' y IIH flu If" If" 11 CDX PLYWOOD SHEATHING IX8/IX4 WOOD RAKE TRIM. PAINTED. TYP. IX4/IX3 WOOD FASCIA TRIM TOP OF MASONRY TOP OF MASONRY EL. +li'—(Y EL. +1C—O' CLAPBOARD SIDING ON METAL FURRING E—CLAPBOARD SIDING IXI2 WOOD HEAD TRIM—� ON METAL FURRING IXG CORNER TRIM., PAINTED IXL CORNER TRIM, PAINTED- 0 \ 0 \ eLn FINISH FLOOR FINISH FLOOR . EL. +i6'—O' EL. +66'-0• IT IXi DOOR TRIM, PAINTED rl-,N\ SOUTH ELEVATION 2 EAST ELEVATION H SCALE: I/4'-I'-0' SCALE: I/4'-I'-0' z W O O 0 w � N 0 � V PRE—MANUFACTURED CUPOLA. TYP. 5 CONT. RIDGE VENT _3 TOP OF RIDGE EL. +84'—i 1/2' CONT. RIDGE VENT EXHAUST DUCTS ASPHALT SHINGLES OVER 3/4' SEE MECH. DWGv.—� CDX PLYWOOD SHEATHING EXHAUST DUCTS TYP. SEE MECH. DWGS. TFI Irl 11_FFj IA I IA 12 w µ,;. a a A a ASPHALT SHINGLES OVER 3/4' F _ l W z CDX PLYWOOD SHEATHING RI Ill <IX8/IX4 WOOD RAKE TRIM, _ toPAINTED. TYP. IXL/IX3 WOOD FASCIA TRIM m 'O REVISIONS TOP OF MASONRY TOP OF MASONRY EL. +19-0' EL. +10-0' €� � 1 8/IS/OI � I/li✓OZ O CO—AXIAL EAMEICH.WALL FLUE O �`.> _ _. _.2 _._ 3 1/2S/02 Ln CO—AXIAL WALL FLUE 000r SEE MECH. DWGS. LOUVERED INTAKE VENT IXI2 WOOD HEAD TRIM LU PAINTED: TYP.WOOD TRIM CLAPBOARD SIDING S ttI ON METAL FURRING vCLAPBOARD SIDING v ON METAL FURRINGco \ l i \ ' IXi CORNER TRIM. PAINTED IX(, CORNER TRIM. PAINTED DRAWN BY, B.W.M./MB c CHECKED BYs D.A.C. DATE DRAWN, 1/3/0I 9 ZVI . • / D: 9/4/DATE ISSUE G OI FINISH FLOOR FINISH FLOOR v Alk FINISH FLOOR ' 43 EL. +46'—O' EL. +46'—O' " ' .. SCALES AS NOTED Q Q LIX4 DOOR TRIM. PAINTED JOB NUMBERS 98419 Cl ARCHITE T SE : o NORT ELEVATIO1� a 3 H WEST ELEVATION SCALE: 1/4'70' t2 SCALEs 1/4 =I O 4 n cr NGINEER'S SEALV S i!ll— (L in r LU p SHEET NUMBER F- O JGA=2 IL i � I I ICI I I 00 z A� pp v I �y !I TOP OF RIDGE TOP OF RIDGE EL. +84'-6 I/2' EL, +84'-6 1/2' ALL WOOD FRAMING, BLOCKING, ALL WOOD FRAMING, BLOCKING, 'tCy PLYWOOD. ETC. SHALL BE FIRE '"( PLYWOOD, ETC. SHALL BE FIRE c, RETARDANT TREATED, TYP. RETARDANT TREATED, TYP. 1 ' 12 2po v `" TOP OF MASONRY I T OOP+OF MASONRY " I LPT' , WOOD TRUSSES, I/2" M.R. G.W.B. EL. +'16'-O' I 1 1/2 M.R. G.W.B. P.T. WOOD TRUSSES, I SEE STRUCT. DWGS. SEE STRUCT. DWGS. (USE S.S. CONK. PLATES) I I I I (USE S.S. CONN. PLATES) I 5 1 r4 SIM. i I I I 4 SIM. I I A I BLOWER ROOM I I A-3 I BLOWER ROOM I I I I 3'-6 HIGH GUARDRAIL I 6"L I 3'- HIGH GUARDRAIL C.M.U. WALLS, SEE SECTIONS SEE DETAI I D C.M.U. WALLS. SEE SECTIONS I I SEE DETAIL D II I i A-I I I CONC. FLOOR SLAB, SOUK W X 6ATI H X 2" THK. SOUND INSULATING X 20 I I CONC. FLOOR SLAB, I 2'-O' W X 6'-O" H X 2" THK. SEE STRUCT. DWGS. I I SOUND INSULATING PANELS SEE STRUCT. DWGS. FIN S14 FLOOR FINISH FLOOR I „ I OR EL. +iS'-O 41 EL. +65'-0• I e v. CONCRETE TANK WALLS. CONC. FOUNDATION WALL, SEE STRUCT. DWGS. ° CONC. FOUNDATION WALL, SEE STRUCT.RUCT. DWGSETE TANK ALLS, , SEE STRUCT. DWGS. MEMBRANE SEE STRUCT. DWGS. DIP CHAMBER TANK e e CONT. P.V.C. WATERSTOP, TYP. CONT, P.V.C. WATERSTOP, .TYP. ICI •.� BOT. OF TANK a BOT. OF TANK EL +531-cy SECTION - i BUILDING SECTION 2 BUILDING C SCALE: 1/4"-I'-O" Otto SCALE: I/4'-1'-O' EM4 12 z � z PREMANUFACTUREO P.T. WOOD TRUSSES _ PREMANUFACTURED P.T. WOOD TRUSSES O s 2'-0" O.C. W/ S.S. FASTENERS 2'-0" O.G. W/ S.S. FASTENERS ASPHALT SHINGLES OVER 3/4" —ASPHALT SHINGLES OVER 3/4" C�JX PLYWOOD SHEATHING COX PLYWOOD SHEATHING (2) 2X8 WOOD SILL PLATES W/ (2) 2X8 WOOD SILL PLATES W/ �T.l � .� IT Y ANCHOR BOLTS s 4'-O' O.C.. R-30 F.G. BATT 114SUL.ATION R-30 F.G. BATT INSULATION TYPICAANCHOR-BOLTS NOR BOLTS s 4'-O' O.C., N TYPICAL 6 MIL POLY VAPOR BARRIER G MIL POLY VAPOR BARRIE-R IXIVIX3PAINTED. WOOD FASCIA TRIM. IX6/IX3 WOOD FASCIA TRIM, V _ - PAINTED. TYP. - •• PAINTED, TYP. -• z W CONT. METAL 1�•� DRIP EDGE DRIP METAL DRIP EDGE t TOP OF MASONRY V EL. +10-0' 5/8' 'DENS-GLASS GOLD' SOFFIT BD. L5/8' 'DENS-GLASS GOLD' - - CEILING ON IX3 FURRING ° r-4" O.C. SOFFIT BD. CLG. ON 1X3 �—5/8' 'DENS-GLASS GOLD' 5/8" 'DENS-GLASS GOLD' WOOD FURRING 1'-4. O.C. SOFFIT BOARD W/ SOFFIT BOARD W/ 13' CONT. VENT STRIP 7V CONT. VENT STRIP IX6 WOOD TRIM, PAINTED IX6 WOOD TRIM. PAINTED 8" PLAIN FACE C.M.U. 8' PLAIN FACE C.M.U. ' BOND BEAM, SEE • - - BOND BEAM. SEE - I- STRUCT. OWGS. STRUCT. DWGS. - PRE-PRIMED WOOD TOP OF RIDGE CLAPBOARDS OVER "DUPONT' TYVeK BLDG. WRAP ON '1/8' f 1 EL. +84'-i 1/2' (PROVIDE RALTERNATE TO.C. V ALL WOOD FRAMING. BLOCKING. SUBSTITUTE "HARDIPLANK' BY I PRE-PRIMED WOOD _ ' PLYWOOD. ETC. SHALL BE FIRE JAMES HARDIE BLDG. PRODUCTS SEAL INTERIOR FACE OF MASONRY. TYP. - CLAPBOARDS OVER "DUPONT" RETARDANT TREATED. TYP. - IN LIEU OF WOOD CLAPBOARDS) TYVEK..BLDG. WRAP ON 1/8' 12 - METAL FURRING S 2'-0' O.C. (PROV DE RNATE TO 8' PLAIN FACE C.M.U. WITH JAMESI HARD EEBLDG, PRODUCTS OC rA "KORFIL INSULATION I SUBSTITUTE (HARDIPLANK' BY N w IN LIEU OF WOOD CLAPBOARDS) N EXTERIOR INTERIOR U INTERIOR EXTERIOR Y U V 8' PLAIN FACE C.M.U. WITH p •� ~ I 'KORFIL' INSULATION pi m p U � I DUR-O-WAL MASONRY � W TOP OF MASONRY I I m HORIZ. WALL REINF. EVERY i j OTHER C.M.U. COURSE FULL W. EL. +�6'-O' I I HVACp�P,LATFORM I - H - HT.. SEE STRUCT. DWGS, U y - P.T. ul E STRUCT. DWGS. AT(I-4'O.C.L STUDS z • I- FUSE S.S. CONK. PLATES) U FOR STRUCT. RTC EEINF.FILL U � --------------- - i 5 SIM. O SEAry. INTERIOR FACE CORES SOLID W/ GROUT cti �' u! AND REMOVE CELL INSUL. U OF MASONRY. TYP. s REINFORCING 1- z ul i o OUR-O-WAL MASONRY A_3 I I OTHER C M U.COURSE FULL 5'-q. LAVATORY I I HT.. SEE STRUCT. DWGS. t e/15/oREViSIONS OPENING 3'-6 HIGH GUARDRAIL W/ WEEP HOLES • I FOR MEMBRANE SEE DETAIL THRU-WALL FLASHING REMOVAL ]� C.M.U. WALLS. SEE SECTIONS s 2'-8" O.C. 2 1/16/02 FOR EE STRUCT. REINF•FILL RPG.W OVER In' CORES SOLID W/ GROUT 3 1/25/02 CONC. FLOOR SLAB. AND REMOVE CELL INSUL.. PURR OUT WALL 4' s REINFORCING ,4 . SEE STRUCT. DWGS. I PROVIDE R-11 F.G. � I BATT INSULATION . THRU-WALL FLASHING FINISH FLOOR W/ WEEP HOLES w EL. +65'-O* 1' I s I I N , 2'-8' O.C. IIII=I I I �.• / .. 1 I-IIII- co LI I _ DRAWN BYr B.W.M./MB i ` I ( ' 1/2'.-HIGH 'R' .RIGID INSUL. I 1 co,E 9RC FOUNDATION WG .WALL. co I I I' I— CHECKED BYs D.A.C. FIN. GRADE. SEE SITE DWGS. FINISH AS SCHEDULED OVER CONC. FLOOR I DATE DRAWN: 't/3/01 SLAB. SEE STRUCT. DWGS. 1/2' NIGH 'R' ,. i v ' RIGID 1KSUL. I I I I FINISH FLOOR SEE SITE DWGS. FOR 13 • :I . GRADE DETAILS DATE ISSUED: 9/4/0I EL. +LS'-O' •I I .. '• •• - SCALE: A8 NOTED Q ( e' o JOB NUMBER: 98419 ARCHI ECT' E Q IIII II Ic L MIL POLY _ , 6 MIL POLY u ; �I II VAPOR BARRIERT I�I1�I i VAPOR BARRIER IIII��11' SEE STRUCT.FDWG9 TYP.' I���IIII o: SEE PSTRUCT.FDWG TYP.. n LJ I- — — — — — I ' 1 1/2' RIGID POLYSTYRENE YTOP RENE 1 I( INSUL.1/ " RIGID TO RTOOP AM o (P1 , y _ o KSU . COT CO Nh _ r OF FOOTING •• •1. OF FOOTING 5 0. CONC. FOUNDATION CONC. FOUNDATION WALL SEE STRUCT. P • �, WALL SEE STRUCT. p DWGS. DWGS. a. ENGINEER'SJAL _ 3 BUILDING SECTION _ WALL SECTION 5 WALL SECTION �� SCALE: 1/4"-1'-0" SCALE: 3/4'-1'-0' �� SCALE: 3/4*-1*-0" „ . W 4.. a ch W - SHEET R I,-, � - --�- 8� --- NUMBER F A=3 DOWELS TO MATCH VERT WALL REINF. „ VERT WALL REINF. SEE SECTION 1 THIS DWG. TOW EL 68'-0" 24-0 CONT. BOND BEAM WITH 2-#6 CONT. 8" CMU 7 0 ' S-1 BOF EL 62'-6" in - -7 WIRE SCREEN DAM AT CORES #4012 To I TOW EL 76'-8" NOT TO BE GROUTED 6" SOG SEE PLAN TOW EL 68'-0" 1 FOR REINF a ti7 . GRADE (VARIES) _ _._....._ ..__ _._.-------- ----------- GRADE _.. - /z oG _ .Y -.- •__-_ TOW EL 65� 0".-• I _ _ TYPICAL VERTICAL WALL REINF. - --- --- 2-6 » _ ' 2 8 CMU - #7®32 i .: i of ADDITIONAL BAR EACH SIDE OF o I . ! ! . I TOW EL 68'-0" S-1 , 8„ 8„ 3 0 TOC EL 3 -0 'TOC EL: 8" CMU ALL OPENINGS, EXTEND 32 BEYOND UON 12 2-0 _ 6" 6'-0" v ' » r� ( ( 3 4 CONT " 65-6 ;65-6 , ,1 � . ; � a •:. I I I ; -J #9GA LADDER TYPE JOINT REINF. C� 16"O.C. • L I _ ' •' /t:• — a r TOW EL 68'-0" <; BOF EL 60'-6" i I - - - J Y`. / . I TYPICAL THICKENED SLAB SECTION I TOW EL 64 4 BOF EL 6 5 GROUT SOLID AT REINFORCED CORES SECTION 2 FOR INFORMATION NOT - - - 8 CMU - - - � . � �..� � INDICATES THICKENED� I L :. I S-1 � SHOWN HERE SEE ' � I ••--••-':. -T - S— SECTION 3 THIS DWG. SLAB BELOW. SEE o I 6 SOG w/ #4 s SECTION 2 THIS DWG. I I BOF EL 60'-6" ° 7 � I ,• ( TOW EL 64'-4" ®12" oc EW CTR N I TOC EL 65'-0" I i > a » » I a � a jai 5-8 ��E 7-0 -I EQUIP PAD. I z �., C o 1 I = .. SEE SECTION 6 i " c M n^ U 8 CMU WALL c �s ON THIS DWG. TYP. 6 s ®12 oc EW CTRcq ' I o TOC EL J ( i� „ , I » I 1 #7 s VERT ® 32 oc SEE SECTION 1 # " Q ¢ o a I N 65-6 -- - ( THIS DWG. TYP ALL TANK WALLS I- -- -r— E a oan c TOW EL 68'-0" � x • r.-"-�,.� I # 6®12 DOWELS 3¢tO'o cc " ,- KNOCK-OUT INSPECTION PANEL E I - 13 3 I I » I I TOW EL 68'-0" _ - - TOW EL 65-0 I I TOW EL VARIES e,� Z o w g• I I SEE PLAN 6" CONC SLAB. SEE „ WATERSTOP S N 2�� 3 1'-3" THK MAT FDN �•I I. I < W OmFti 3 _ - - � „ G PLAN FOR REINF & EL .A � o C I REINF w/ #6 s 012 _1 I I »� ( I » N _ - - o.c. EW T&B. I' I 5-6 _I I 11JS" _ 6 k`; w _ BOTT EL 51'-9" I I GRADE' (VARIES} c ` { TOC EL :. IY i.. `o `° EL 53'-0" 4 7 el a -- - - -- - - --- - --- - -_ -- - - - - -= - - J .. 4-4"0 PIPES EQUALLY SPACED. COMPACTED COARSE �` € „ WATERSTOP INVERT EL = +59'-0". SEE 4 " GRAINED SOIL 1 -0 3 COVER (�--� _ - 1 -0 TOW EL 68 0 TYPICAL PERIMETER WALL UTILITY S_1 „ RIGID INSULATION BLOCKOUT DETAIL THIS SHEET. #5 s 012 EW CTR------ BOF EL 60'-6" 3 W ES: S-1 $" CONCRETE 1'-3" THK MAT FDN GROUT CORES FULL. HEIGHT WITH A HIGH SLUMP GROUT. WHEN THE GROUT REACHES THE REINF w/ #6's ®12"oc WALL SLEEVE AND LINK-SEAL® 2"x2" CONT. BLOCKOUT AROUND PERIMETER CONSISTANCY OF STIFF MORTAR VIBRATE TO A DEPTH OF AT LEAST 1/2 THE POUR HEIGHT. FOUNDATION WALL _ of BY E.J. PRESCOTT OR APPROVED OF DIP TANK TO RECIEVE 2" ALUMINUM ALL GROUTING OPERATIONS REQUIRE FULL TIME INSPECTION BY A QUALIFIED TESTING AGENCY. EW TOP & BOTT n EQUAL. TYPICAL ALL TANK WALL PLANK GRATING BY OHIO GRATINGS INC. PENETRATIONS. FOR LOCATIONS, SIZE, OR APPROVED EQUAL FOR ADDITIONAL (3)#5's CONT. MASONRY WORK SHALL BE IN ACCORDANCE WITHACI 318 AND ACI 530, BUILDING CODE 6" 8" 6" AND INVERT ELEVATIONS OF ADD'L INFORMATION SEE ARCH AND MECH DRAWINGS. REQUIREMENTS FOR MASONRY STRUCTURES. BLOCK: ASTM C90, TYPE 1, GRADE N-1 MORTAR: 1'-8„ NOTE: CONSTRUCT TANK BEFORE BUILDING FOUNDATIONS. [� THE CONTRACTOR HAS THE OPTION OF HAVING THE � O PIPING SEE ARCH., ELEC., MECH., ASTM C270, TYPE M OR S. TANKS MADE OF PRECAST CONSTRUCTION. THE DESIGN AND AND PLUMBING DRAWINGS. FABRICATION OF THE TANK ARE THE SOLE RESPONSIBILITY n/ OF THE CONTRACTOR. TYPICAL 8" MASONRY WALL SECTION NOTE: BEARING STRATA SHALL BE MEDIUM TO DENSE INSITU W M GRANULAR MATERIAL OR COMPACTED GRAVEL FILL A M•�1 NOTES: -{- Q FOR SIZE AND LOCATION OF MASONRY OPENINGS SEE ARCH DRAWINGS. S E C I I ON SECTION 3 SECTION 4 FOR LOCATION AND DIMENSIONS OF INTERIOR NON-LOAD BEARING CMU S- SCALE: ki"=1'-0' S- SCALE: Y"=1'-0' S- O WALLS SEE ARCH DRAWINGS. Qr FOR LOCATIONS OF DRAINS, BLOCKOUTS, DEPRESSIONS AND EMBEDDED ITEMS SEE ARCH, ELECT, AND MECH. DRAWINGS. FOR GUARD RAIL DETAILS SEE ARCH DRAWINGS. O N w� H N FOUNDATION AND SLAB PLAN 1/4 = 1 -0 8" CMU WALL W W H GRADE VARIES) SEE SECTION 1 THIS DWG. . " EL 65'-0" #4's ®18" MAX 3/4 CHAMFER, M �'�+ rrFM•�� U ALL AROUND (TYP) TYPICAL ° 6 CONC SLAB. SEE V ROUGHEN SURFACE OF SLAB #7 s VERT ® 32 oc < 1 1/2" CL TREAT AS CONSTRUCTION JOINT PLAN FOR REINF & EL. PADS OVER 12" HIGH _I6» #4012" EW <H TOW EL 64'-4" �l>> Y ��` �I CTR PADS UP TO 12" HIGH " ' ELEV VARIES. SEE 8 CONCRETE 2 ELEV VARIES. SEE PLAN Z FOUNDATION WALL G. I I I F.:.:.;....: co #5's ®12 .EW CTR r ( L; I .._ ~ E �V ; : : •• _ COMPACTED COARSE < 6" SLAB w/ f� :,._L;':,....'::L;;;�I <_. - - GRAINED SOIL #4's ®12" EW CTR �6 - RIGID INSULATION 2" oc MAX#4 TIES ®1 A , t NOTES: 1.) SEE ARCH, MECH, PLUMB & ELECT DRAWINGS FOR F-1 11-•-�� 6-#5's CONT. 2'-6" 8" 6" F� SIZE, LOCATION & ELEV WHEN NOT SHOWN ON PLAN. #5's x3'-2" L� 3'-8" 012" TOP NOTE: FOR INFORMATION NOT SHOWN HERE 2.) ANCHOR BOLTS, WHERE REQ'D, SHALL BE SIZED AND Q O SEE SECTION 3 ON THIS DRAWING. LOCATED ACCORDING TO MANUFACTURER'S REQUIREMENTS. U NOTE: BEARING STRATA SHALL BE MEDIUM TO DENSE INSITU TYPICAL SLAB AT DOORWAY DETAIL TYPICAL EQUIPMENT PAD DETAIL GRANULAR MATERIAL OR COMPACTED GRAVEL FILL SECTION 5 SECTION 6 SECTION 7 COO SCALE: 1"=1'-0' S_ S- SCALE: X"=i'-O' S_1 " ADDL #6 EF (TYP.) CONCRETE FOUNDATION WALL 4 0 IT'D) SEE PLAN .& SECTIONS FOR SIZES AND REINFORCING. c REVISIONS <' .0 CORNER BARS 3'-8" HORIZONTAL WALL BLOCKOUT ' REINFORCMENT "'`1 `�' 24" TYP. MATCH HORIZ. oo » ° ' REINFORCING 1 12 G s N •' J 2 SPREAD WALL DOWELS s ;rHORIZ. REINF. 1 FOR REINF. SEE AND REINFORCING 4 TYPICAL FOUNDATION SEE SECTIONS — 12" AROUND OPENING (TYP.) • •. � � WALL SECTION TYP. WALL FOOTING NOTE: SEE FOUNDATION PLAN FOR LOCATIONS SHOWN "S" NOTE: SEE ARCH, MECH, PLUMBING, & ELECT DWGS FOR SIZE & LOCATION . Y, . E mymW. Nm TYPICAL CORNER REINF. TYPICAL STEPPED FOOTING PERIMETER WALL UTILITY BLOCKOUTS c DAIS leaea. ovaVO2 CONCRETE FOUNDATION WALL scA ft uare� 1'-0" TYP. SEE PLAN & SECTIONS FOR , I � SIZES AND REINFORCING. Ateaar�cra SM 2-#6 ;. ►y.A.n, , a MAX. WALL ti t �w �C. EftA' n a. D STIRRUPS • . •' OPENING UP TO 4'-0" 8" NONE ° 4'-O" TO 6'-O" 16" #308 o o , $o 6'-0" TO 8'-0" 24" #308 / N. SIZE AND NUMBER OF CORNER BARS TO MATCH HORIZ. REINF. 8'-0" TO 10'-O" 32" #4016 "�f:� , 4 HORIZONTAL WALL REINF. 2-#6 '" emu. t SEE SECTIONS OF Mq�sq� `a y� A.KENNETH u+ AL 6Y �- TYPICAL REINF. AT WALL INTERSECTION CMU LINTEL SCHEDULE ,fiN0.277 y • fi,l4 II aNees Ilwbek III C a 00 PRE-ENGINEERED WOOD CAST-IN-PLACE CONCRETE ADMIXTURES " SIMPSON ANCHOR y w TRUSS ®2-0 oc USE WATER-REDUCING ADMIXTURE OR MID-RANGE MODEL NO.: HGA10 GENERAL WATER-REDUCING ADMIXTURE IN CONCRETE AS REQUIRED oC 24'-0" 1/2"0 ANCHOR BOLTS FOR PLACEMENT AND WORKABILITY. USE AIR-ENTRAINING O @4'-0" oc TYP-7 CAST-IN-PLACE CONCRETE INCLUDES THE FOLLOWING: ADMIXTURE IN EXPOSED CONCRETE WELLS UNLESS OTHERWISE C FOUNDATIONS AND FOOTINGS, SLABS-ON-GRADE, AND GROUTS. INDICATED. ADD AIR-ENTRAINING ADMIXTURE AT MANUFACTURER'S PRESCRIBED RATE TO RESULT IN CONCRETE SEE ARCH, MECH, CIVIL, AND ELECT. DRAWINGS FOR MISCELLANEOUS AT POINT OF PLACEMENT HAVING TOTAL AIR CONTENT WITH A CONCRETE. TOLERANCE OF PLUS OR MINUS 1-1/2 PERCENT OF ACI 8" CMU WALL BELOW 8" CMU WALL RECOMMENDATIONS. USE ADMIXTURES FOR WATER REDUCTION :.! .. . ;C .. : '`,. ;',, :�; f A., r SEE DWG G.S-1 AND \ SUBMITTALS 2' AND SET ACCELERATING OR RETARDING IN STRICT Q .. SECTION 1 THIS DWG. COMPLIANCE WITH MANUFACTURER'S DIRECTIONS. M ,. 2-2x8 SILL PLATE SHOP DRAWINGS FOR DETAILING, FABRICATING, BENDING, AND PLACING CONCRETE REINFORCEMENT SHALL COMPLY WITH ACI 315 "MANUAL OF CONCRETE MIXING �- (FOR ADDITIONAL INFO c� SEE ARCH} STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE bn STRUCTURES". READY-MIXED CONCRETE: COMPLY WITH REQUIREMENTS OF PRE-ENGINEERED WOOD TRUSSES ''"" � �. QUALITY ASSURANCE ASTM C94. ®2-0 oc. SEE ARCH FORM 8" CMU WALL BELOW 2-2x8 SILL PLATE CODES AND STANDARDS: COMPLY WITH PROVISIONS OF THE SEE DWG G.S-1 AND FOLLOWING CODES, SPECIFICATIONS AND STANDARDS, EXCEPT WHERE CHAMFER EXPOSED CORNERS AND EDGES, USING WOOD OR SECTION 3 THIS DWG. MORE STRINGENT REQUIREMENTS ARE SHOWN OR SPECIFIED: METAL CHAMFER STRIPS FABRICATED TO PRODUCE UNIFORM SMOOTH LINES AND TIGHT EDGE JOINTS. AMERICAN CONCRETE INSTITUTE (ACI) 301, "SPECIFICATIONS FOR '.; STRUCTURAL CONCRETE FOR BUILDINGS. PLACING REINFORCEMENT m I aN�co 3 DOOR OPENING BELOW SECTION ACI 31$, "BUILDING CODE REQUIREMENTS FOR REINFORCED COMPLY WITH THE CONCRETE REINFORCING STEEL INSTrfUTE'S rn n r- o rn' " CONCRETE." RECOMMENDED PRACTICE FOR "PLACING REINFORCING BARS," o N N S-2 I SCALE: 1 =1 -0 S—2 FOR DETAILS AND METHODS OF REINFORCEMENT PLACEMENT Q a f I ' RIDGE CONCRETE REINFORCING STEEL INSTITUTE (CRSI) "MANUAL OF. AND SUPPORTS AND AS SPECIFIED. CLEAN REINFORCEMENT r n^ o " OF LOOSE RUST AND MILL SCALE EARTH ICE, t � c STANDARD PRACTICE. AND OTHER 3 a m z o co MATERIALS THAT REDUCE OR DESTROY BOND WITH CONCRETE. N I MATERIALS AND INSTALLED WORK MAY REQUIRE TESTING AT ANY TIME PLACE REINFORCEMENT TO MAINTAIN MINIMUM COVERAGES. AS F"" 0 01•a DURING PROGRESS OF WORK. INDICATED FOR CONCRETE PROTECTION. �/ 0 a- m W � ma� a� v � BLOCK UP AFTER BEAM IS PERIMETER INSULATION JOINTS o m° u°. 3 POSITIONED. PRE-MANUFACTURED CUPOLA S8x23 " STIFF PLATE ES POLYSTYRENE BOARD, ASTM 578 TYPE IV, i 0 PSI COMPRESSIVE CONSTRUCTION JOINTS: LOCATE AND INSTALL CONSTRUCTION (SEE ARCH) STRENGTH, 2 1/2% MAXIMUM WATER ABSORPTION. JOINTS SO THEY DO' NOT IMPAIR STRENGTH OR APPEARANCE S8x23 HOIST BEAM BELOW EIIIIIIIIIIIIIII OF THE STRUCTURE. PROVIDE KEYWAYS AT LEAST 1-1/2 > TOP OF MASONRY f REINFORCING INCHES DEEP IN CONSTRUCTION JOINTS IN WALLS AND SLABS EL = +76'-8" AND BETWEEN WALLS AND FOOTINGS. REINFORCING BARS: ASTM A615 GRADE 60, DEFORMED. ISOLATION JOINTS IN SLABS-ON-GRADE: CONSTRUCT EQUAL f+ SUPPORTS FOR REINFORCEMENT: BOLSTERS, CHAIRS, AND OTHER ISOLATION JOINTS IN SLABS-ON-GRADE AT POINTS OF ;! ` . ; DEVICES FOR SPACING, SUPPORTING; AND FASTENING REINFORCING CONTACT BETWEEN SLABS-ON-GRADE AND VERTICAL '.< SURFACES OF FOUNDATION WALLS. ?2:) " �,'', 1 CL BARS IN PLACE. i ✓ " S-2 y CL I CONCRETE MATERIALS ALL JOINTS IN TANKS SHALL HAVE WATERSTOPS. BEARING PLATE /, ;::, ;` }' Y2"x3"x0'-8" <;; I I PORTLAND CEMENT: ASTM C150, TYPE I OR TYPE II. CONCRETE PLACEMENT ON NON—SHRINK GROUT , NORMAL—WEIGHT AGGREGATES: ASTM C33 COMPLY WITH ACI 304, "GUIDE FOR MEASURING, MIXING, " TRANSPORTING, AND PLACING CONCRETE. A WATER: POTABLE. �1 S-2 ` , . M ti COLD—WEATHER PLACEMENT: COMPLY WITH PROVISIONS OF �y - 6's CONT ADMIXTURES GENERAL: PROVIDE CONCRETE ADMIXTURES THAT ACI 306. 2 o 0 d• # CONTAIN NOT MORE THAN 0.1 PERCENT CHLORIDE IONS. HOT-WEATHER PLACEMENT: WHEN HOT WEATHER l'' AIR-ENTRAINING ADMIXTURE: ASTM C260, CERTIFIED BY CONDITIONS EXIST THAT WOULD IMPARE QUALITY AND NOTE: SEE MECH AND ARCH DRAWINGS FOR I I MANUFACTURER TO BE COMPATIBLE WITH OTHER REQUIRED STRENGTH OF CONCRETE, PLACE CONCRETE COMPLYING WITH LOCATION AND SIZE OF ROOF PENETRATIONS '. IT4 ADMIXTURES. ADD AIR ENTRAINING AGENT TO CONCRETE AS REQUIRED ACI 305. 1 W ROOF FRAMING PLAN BOND BM 4'-0" LG IN ACI 301, TABLE 3.4.1 FOR ALL CONCRETE EXPOSED TO WEATHER. CTRD UNDER BEAM FINISHING FORMED SURFACES 1/4" = 1'-0" 8" CMU WALL I ( WATER-REDUCING ADMIXTURE: ASTM C494, TYPE A. SMOOTH-FORMED FINISHED: PROVIDE A SMOOTH-FORM FINISH W o WATER-BASED ACRYLIC MEMBRANE CURING COMPOUND: ASTM C309, ON CONCRETE SURFACES EXPOSED TO VIEW OR TO BE TYPE 1, CLASS B. PROVIDE MATERIAL THAT HAS A MAXIMUM VOLATILE COVERED WITH A COATING MATERIAL APPLIED DIRECTLY TO ORGANIC COMPOUND (VOC) RATING OF 350 G/L. CONCRETE, OR A COVERING MATERIAL APPLIED DIRECTLY TO CONCRETE, SUCH AS WATERPROOFING, DAMPROOFING, VENEER 2�"0 ANCHOR BOLTS FILL 3 CURING, SEALING AND HARDENING COMPOUND: FOR STEEL PLASTER, PAINTING, OR ANOTHER SIMILAR SYSTEM. THIS IS COURSES OF CMU CELLS w/ TROWELED SLABS, INTERIOR OR EXTERIOR APPLICATION, EXPOSED AN AS-CAST CONCRETE SURFACE OBTAINED WITH SELECTED 'NON-SHRINK GROUT AFTER FINAL CONSTRUCTION. EPDXY ANCHORING GROUT FOR SETTING FORM-FACING MATERIAL, ARRANGED IN AN ORDERLY AND REINFORCING BARS AND ANCHOR BOLTS. ALL HEADED BOLTS AND SYMMETRICAL MANNER WITH A MINIMUM OF SEAMS. REPAIR DEFORMED BARS SHALL BE SET A MINIMUM OF 12 BAR DIAMETERS AND PATCH DEFECTIVE AREAS WITH FINS AND OTHER SECTION ( 2'� UNLESS OTHERWISE NOTED. PROJECTIONS COMPLETLY REMOVED AND SMOOTHED. f-j oO l! CJ_2 NON-SHRINK CEMENTITIOUS GROUT: FOR STRUCTURAL GROUTING; .OF MONOLITHIC SLAB FINISHES N � COLUMN BASE. SLAB ON GRADE SEMI-RIGID EPDXY JOINT FILLER. SHORE HARDNESS A80, D50. SCRATCH FINISH: APPLY SCRATCH FINISH TO MONOLITHIC &.4 SLAB SURFACES TO RECEIVE CONCRETE FLOOR TOPPING OR 54 PROPORTIONING AND DESIGNING MIXES MORTAR SETTING BEDS FOR TILE, PORTLAND CEMENT W L� PROVIDE SOLID WOOD TERRAZZO, AND OTHER BONDED APPLIED CEMENTITIOUS H BLOCKING w/ 1/2"0 SUBMIT WRITTEN REPORTS FOR EACH PROPOSED MIX FOR EACH FINISH FLOORING MATERIAL o ANCHOR BOLTS 0 4'-0" o.c. CLASS OF CONCRETE AT LEAST 15 DAYS PRIOR TO START OF V�'4RK. U FLOAT .FINISH: APPLY FLOAT FINISH TO MONOLITHIC SLAB �i � �" 1.5 x SNOW = 37.5 PSF DESIGN MIXES TO PROVIDE NORMAL WEIGHT CONCRETE AS FOLLOWS: SURFACES TO RECEIVE TROWEL FINISH AND OTHER FINISHES rT1 LIVE LOAD CASE 3: 4000 PSI, AIR-ENTRAINED, CONCRETE FOR GENERAL USE. AS SPECIFIED. p Z 1.5 x SNOW = 37.5 PSF - SLUMP LIMITS: PROPORTION AND DESIGN MIXES TO RESULT IN TROWEL FINISH: APPLY A TROWEL FINISH TO MONOUTHIC CONCRETE SLUMP AT POINT OF PLACEMENT OF NOT LESS THAN 1 SLAB SURFACES EXPOSED TO VIEW AND SLAB SURFACES TO LIVE LOAD CASE 2: \�BOTT CHORD OF TRUSS INCH AND NOT MORE THAN 3 INCHES. BE COVERED WITH RESILIENT FLOORING, CERAMIC OR QUARRY NOTCH CMU WALL AS REQ'D O - TILE, PAINT OR ANOTHER THIN FILM-FINISH COATING SYSTEM. SNOW = 25 PSF FOR CONT. BOTT CHORD. BEYOND. AFTER FLOATING, BEGIN FIRST TROWEL-FINISH OPERATION LIVE LOAD CASE 1: EL = +76' 11"f USING A. POWER-DRIVEN TROWEL BEGIN FINAL TROWELING .44 VERT. WALL REINF. WHEN SURFACE PRODUCES A RINGING SOUND AS TROWEL IS SEE DWG. G.S-1 CONT. BOND BEAM w/ MOVED OVER SURFACE. CONSOLIDATE CONCRETE SURFACE a 2-#6's CONT. BY FINAL HAND-TROWELING OPERATION, FREE OF TROWEL 8" CMU WALL MARKS, UNIFORM IN TEXTURE AND APPEARANCE, AND FINISH SURFACES TO TOLERANCES OF F(F) 35 (FLOOR FLATNESS) AND F(L) 25 (FLOOR LEVELNESS) MEASURED ACCORDING TO Q ASTM E1155 (ASTM El155M). GRIND SMOOTH ANY SURFACE o A DEFECTS THAT WOULD TELEGRAPH THROUGH APPLIED FLOOR y O I SECTION 3 COVERING SYSTEM. S—2 NONSLIP BROOM FINISH: APPLY A NONSLIP BROOM FINISH �✓ TO EXTERIOR CONCRETE PLATFORMS, STEPS, AND RAMPS, TOP CHORD DEAD LOAD= 10 PSF AND ELSEWHERE AS INDICATED. BOT CHORD DEAD LOAD= 10 PSF CONCRETE CURING AND PROTECTION CURE CONCRETE IN ACCORDANCE WITH ACI 301 AND AS NOTE. THE TRUSS MANUFACTURER SHALL BE RESPONSIBLE OTHERWISE SPECIFIED. FOR THE DESIGN OF THE TRUSS AND SHALL SUPPLY STAMPED DRAWINGS FOR RECORD. CONCRETE SURFACE REPAIRS PATCHING DEFECTIVE AREAS: REPAIR AND PATCH DEFECTIVE AREAS WITH CEMENT MORTAR IMMEDIATELY AFTER REMOVING FORMS, WHEN ACCEPTABLE TO ARCHITECT. MIX DRY-PACK MORTAR, CONSISTING OF ONE PART PORTLAND CEMENT TO 2 1/2 PARTS FINE AGGREGATE PASSING A NO. 16 MESH TRUSS LOAD DIAGRAM SIEVE, USING ONLY ENOUGH WATER AS REQUIRED FOR REVISIONS HANDLING AND PLACING. CUT OUT HONEYCOMBS, POCKETS, VOIDS OVER 1/4 INCH IN ANY DIMENSION, AND HOLES LEFT BY TIE RODS AND BOLTS DOWN TO SOLID CONCRETE, BUT IN 2 NO CASE TO A DEPTH LESS THAN 1 INCH. MAKE EDGES OF CUTS PERPENDICULAR TO THE SURFACE. . THOROUGHLY s CLEAN, DAMPEN WITH WATER, AND BRUSH-COAT THE AREA TO BE PATCHED WITH BONDING AGENT. PLACE PATCHING 4 MORTAR BEFORE BONDING AGENT DRIES. FOR SURFACES EXPOSED TO VIEW, BLEND WHITE PORTLAND CEMENT AND STANDARD PORTLAND CEMENT SO THAT, WHEN DRY, PATCHING MORTAR WILL MATCH SURROUNDING COLOR. PROVIDE TEST AREAS AT INCONSPICUOUS LOCATIONS TO VERIFY MIXTURE AND COLOR MATCH BEFORE PROCEEDING WITH PATCHING. COMPACT MORTAR IN PLACE AND STRIKE-OFF SLIGHTLY DRAW We 11m HIGHER THAN SURROUNDING SURFACE. cloaa s sir. VA oA*e awe ouavw OATS . aiwos b h seAca As sma �` JO6 M/!!Rr Mw0 � ERE A,ER No. tri '.> I OFF 0 N . �.� es VAL A.K=�NE R A +_ NO.27761 i sire N/ !I G*S�2 _.l C7 M PLUMBING NOTES LEGENDale 0 RIPTIOIrI 1. THE WORK COVERED BY THIS CONTRACT SHALL INCLUDE UNLESS 12. R+ SYMBOL AB REV. DESC PIPING . SPECIFIED OTHERWISE, THE FURNISHING OF ALL LABOR,INCLUDE, � TOOLS, RIGGING, HOISTING, STAGING AND MATERIALS AND THE (A) SANITARY SYSTEMS PIPING BELOW THE SLAB SHALL BE COATED, S/W SANITARY SOIL AND/OR WASTE PIPE PERFORMANCE OF ALL OPERATIONS NECESSARY FOR PROPER AND SERVICE WEIGHT; CAST IRON PIPE WITH HUB JOINTS HAVING SCHEDULE COMPLETE EXECUTION OF THE WORK -IN ACCORDANCE WITH THIS RESILIENT RUBBER GASKETS. PIPING ABOVE GROUND SHALL BE S/W SANITARY SOIL AND/OR WASTE PIPE ( BURIED ) DRAWING, SUBJECT TO THE TERMS AND CONDITIONS OF THIS OF SERVICE-WEIGHT CAST IRON PIPE WITH MASSACHUSETTS CONTRACT. APPROVED "NO-HUB" FITTINGS. VENT PIPING ABOVE GRADE, TWO — — -- V. VENT PIPE I INCHES (2") AND SMALLER, MAY BE TYPE "M" COPPER TUBING FIXTURE S./W. V. C.W. H.W. DESCRIPTION 2. ALL WORK SHALL BE INSTALLED IN A FIRST-CLASS MANNER CONSISTENT WITH SWEATED JOINTS OR SCHEDULE 40 GALVANIZED STEEL PIPE V. VENT PIPE ( BURIED ) WITH THE BEST CURRENT PRACTICES. ITEMS NOT SHOWN ON THIS WITH THREADED JOINTS. E; —— DRAWING. BUT WHICH ARE NECESSARY TO MAKE A COMPLETE PLUMBING COLD WATER PIPE SYSTEM INSTALLATION, SHALL BE:FURNISHED AND INSTALLED AS PART (B) ALL DOMESTIC WATER PIPING ABOVE THE SLAB SHALL BE TYPE .. WATER CLOSET KOHLER MODEL No. K-3427U FLOOR-MOUNTED, TANK TYPE OF THE WORK UNDER THIS CONTRACT. ALL LAYOUTS ARE DIAGRAMMATIC "L" HARD DRAWN COPPER TUBING. TUBING AND FITTINGS SHALL -- HOT WATER PIPE 4" 2" 1/2" - VITREOUS CHINA WATER CLOSET WITH ELONGATED BOWL AND INSULATED AND FINAL ARRANGEMENT SHALL SUIT FIELD CONDITIONS. BE JOINED WITH. LEAD-FREE SOLDER AND A NONCORROSIVE FLUX. H•W TANK. UNIT TO" HAVE MODEL K-4666-C .SOLID PLASTIC SEAT WATER PIPING BELOW THE SLAB SHALL BE TYPE K SOFT TEMPER WITH COVER AND K-7637 ANGLE STOPS. 3. ALL WORK SHALL BE INSTALLED IN CONFORMANCE TO THE'GOVERNING COPPER TUBING WITH COMPRESSION FITTINGS. G G GAS PIPE " CODES, REGULATIONS AND ORDINANCES. THESE REQUIREMENTS-ARE LAVATORY -KOHLER MODEL K-12634 MOE"vNINGSIDE" VITREOUS CHINA, CONCEALED MINIMUM CRITERIA AND NO REDUCTIONS IN STANDARDS CALLED FOR ON (C) GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE, CONFORMING 0— UP PIPING RISE OR UP L2 2" 2" 1/2" 1/2" FAUCET WITH HIOME PLATED ANGARM CARRIER LAVATORY AND ILDE STOP$/SUPPUES AND OFFSETWING, ME/PI�TRAP THE DRAWING. PERMITTED BY CODE, WILL BE ALLOWED. OBTAIN AND WITH ASTM STANDARD A.53-F. PAY FOR ALL INSPECTIONS, LICENSES, PERMITS AND APPROVALS C DP/DN PIPING DROP OR DOWN INSULATE SUPPLIES & WASTE W/ HANDI-LAIC-GUARD MODEL #102. REQUIRED BY GOVERNING AUTHORITIES AND INSTALL ALL WORK IN 13. VALVES EMERGENCY EYEWASH/TEMPERING VALVE ENCON MODEL 01035402 W/ MODEL COMPLIANCE THEREOF. PIPING TEE LOOKING DOWN - - 3/4" 3/4" 01052382 TREADLE KIT AND LAWLER MODEL 911E/F-84908 - PROVIDE CHECK (A) SHUT-OFF VALVES IN INTERIOR DOMESTIC WATER SYSTEMS SHALL VALVES & SHUT-OFF VALVES IN HOT & COLD WATER SUPPLIES. 4. ALL MATERIALS AND WORKMANSHIP SHALL CARRY THE STANDARD BE PROVIDED ON CONNECTIONS TO EACH :GROUP OF FIXTURES AND WARRANTY AGAINST ALL DEFECTS'FOR A PERIOD OF NOT .LESS THAN ONE FIXTURES FED SEPARATELY FROM PIPING MAINS. VALVES SHALL F�C.O. FLUSH FLOOR CLEANOUT (J.R. SMITH FIG. 4023) = YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK. ANY FAULT DUE BE OF THE BALL TYPE WITH SOLDER ENDS. 1. THE COLOR OF ALL FIXTURES JS TO BE WHITE. TO DEFECTIVE MATERIALS, EQUIPMENT,'OR WORKMANSHIP WHICH''MAY G.C.O. GROUND CLEANOUT 2. P-2 FIXTURE TO HAVE SYMMONS NO. 4-10 MIXING VALVE ON HOT WATER SUPPLY (SEr AT 11(r) DEVELOP WITHIN THAT PERIOD SHALL 13E MADE GOOD, FORTHWITH, BY (B) GAS VALVES SHALL BE FURNISHED AND INSTALLED AT CONNECTIONS AND AT THE EXPENSE OF THE PLUMBING CONTRACTOR, INCLUDING ANY TO EACH APPLIANCE AND AT EACH RISER..- GAS COCKS SHALL BE O-I D.C.O. DANDY CLEANOUT DAMAGE DONE TO AREAS, MATERIALS, AND OTHER SYSTEMS RESULTING BRASS BODY TEE-HANDLE TYPE WITH BOSTON KEY. FROM THIS FAILURE. SHUT-OFF` VALVE (APOLLO SERIES 70-200) 14. HANGERS 5. THE PLUMBING CONTRACTOR SHALL CONFER WITH ALL OTHER S&w CONTRACTORS AS TO THE LOCATION OF THEIR WORK BEFORE BEGINNING (A) VERTICAL PIPE SHALL BE SUPPORTED BY .SPLIT-RING TYPE S.&W. STOP AND WASTE VALVE (APOLLO 95-204-01} THE INSTALLATION OF THE PLUMBING SYSTEM. HE SHALL ANSTALL ALL CLAMPS. HANGERS ON HORIZONTAL PIPING SHALL BE OF THE WORK 'IN SUCH A MANNER AS TO AVOID INTERFERENCE WITH ALL OTHER CLEVIS TYPE, HAVING THE FOLLOWING SPACING: _ GAS COCK TRADES, DRAIN SCHEDULE (1) CAST IRON PIPE - HANG" AT HUBS FOR ONE FOOT (5') P.T. P-TRAP 6. THIS CONTRACTOR SHALL STUDY ALL RELATED ARCHITECTURAL, LENGTHS; ONE (1) HANGER AT HUB AND ONE (1) AT MID- STRUCTURAL, ELECTRICAL AND UTILITY DRAWINGS, AS WELL'AS THE POINT FOR TEN FOOT (10') LENGTHS.; — - --)I H.B. HOSE BIBB (CHICAGO MODEL 998) SPECIFICATIONS AND ALL OTHER AVAILABLE INFORMATION PRIOR TO DESCRIPTION / SUBMITTING HIS BID PRICE. THE BIDDERS SHALL ALSO FULLY INFORM (2) COPPER TUBING AND STEEL PIPE - 6'-0" O.C. FOR 1-1/4- TYPE LOCATION MANUFACTURER FIG. NO. AND R• 0'- " O.C.OFOR - " THEMSELVES. ALL SMALLER; 1 0 R 1 1 2 AND LARGER. EM ELVES-� OF A LOCAL AND STATE CODE REQUIREMENTS. / W.H. WALL HYDRANT (J.R. SMITH FIG. 5609-QT) W/ SEDIMENT BUCKET DRAINS TO 7. THE PLUMBING CONTRACTOR SHftLL VISIT THE SITE AND SHALL VERIFY 15. DOMESTIC WATER PIPING ABOVE THE SLAB SHALL BE INSULATED WITH " " - ❑ F.D. FLOOR DRAIN (SEE SCHEDULE - THIS DWG) A ALL JR SMITH 2330 HAVE TRAP PRIMER CONNECTION LOCATIONS FOR CONNECTIONS Td SERVICES. ANY CONFLIdt BETWEEN HEAVY-DENSITY FIBERGLASS INSULATION, ONE INCH (I-) THICK, WITH THE DRAWINGS AND FIELD CONDITIONS SHALL BE BROUGHT TO THE A VAPOR BARRIER JACKET HAVING A SELF-SEALING LAP. ALL WATER ATTENTION OF THE ARCHITECT BEFORE THIS CONTRACTOR SUBMITS HIS PIPING BELOW THE SLAB SHALL BE COVERED WITH 1/2" THICK, CLOSED TRAP PRIMER (PRECISION PLB'G OREGON NO. 1) PRICE FOR THE WORK. CELL NEOPRENE INSULATION. '8. SUBMIT SHOP DRAWINGS OF ALL 'EQUIPMENT AND MATERIALS TO BE tPyy T.P.W. TRAP PRIMER WATER PIPE 16. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL BE FURNISHED AND INCORPORATED IN THE WORK. THIS CONTRACTOR SHALL ASSUME ALL INSTALLED COMPLETE WITH.:ALL SUPPORTS, TRAPS, CONNECTIONS, W,&T. WASTE & TRAP COSTS •FOR ANY ADDITIONAL CORRECTIONS. SUPPORTS OR CONSTRUCTION FITTINGS, AND ANY INCIDENTALS REQUIRED TO MAKE A COMPLETE REQUIRED FOR MATERIALS WHICH ARE SUBSTITUTED FOR THOSE SPECIFIED. INSTALLATION. V.T.R. VENT THRU ROOF 9. ALL MATERIALS. PIPING, FITTINGS, FIXTURES, ETC. SHALL.BE 17. ALL PLUMBING SYSTEM WORK SHALL BE TESTED AS DIRECTED BY THE F:I� (NV. INVERT PROPERLY PROTECTED TO PREVENT OBSTRUCTIONS AND/OR DAMAGE. LOCAL PLUMBING INSPECTOR AND ALL DEFECTS .SHALL BE REPAIRED TO HIS SATISFACTION AT NO COST TO THE OWNER. P.C. PLUMBING CONTRACTOR TEMP. & PRESS. SHUT-OFF VALVE (TYPICAL) 10. CUTTING AND PATCHING OF MASONRY; CONCRETE, OR OTHER PARTS OF RELIEF VALVE THE STRUCTURE SHALL BE PERFORMED BY THE GENERAL CONTRACTOR. + VACUUM RELIEF G.C. GENERAL CONTRACTOR FULL SIZE NON-FERROUS 11. ACCESS PANELS SHALL BE FURNISHED BY THIS CONTACTOR AND E.C. ELECTRICAL CONTRACTOR DISCHARGE PIPE 3/4" C.W. SUPPLY INSTALLED BY THE GENERAL CONTRACTOR. 3/4" H.W. SUPPLY TO FIXTURES O H:V.A.C, HEATING,.;VENTILATING AND WALL AIR CONDITIONING CONTRACTOR A. AIR GAP FITTING TO BE ArF.F. ABOVE FINISHED FLOOR EQUAL TO J.R. SMITH UNION (TYPICAL) FIG. 3950 1VALVE'.W. TEMPERED WATER DRAIN ELECTRIC HOT WATER 4" HIGH DRAIN PAN A.F.G. ABOVE FINISHED GRADE HEATER HUBBEL EU40 4.5 KW, 480 V., 1 PHASE PLATFORM Q C.F.H. CUBIC FEET PER HOUR OVER TOILET ROOM PROVIDE PIPE SUPPORTS FOR GAS LINE AS DETAILED 1-1/2- 5 N 0" I INTERVALS S DRAWING AT EXTEND PIPE DOWN COORDINAlt LOCATION OF • TO 6" A.F.F. PIPING WITH MAKE-UP AIR UNIT BY H&V CONT'R 104 2"V-DN 914 2 ELEC. HOT WATER HEATER DETAIL CONNECT UP AI 1- DP 00 4'V-DN TO MAKEUP AIR 1-1/2"W&T TO 1/2"Clh'-DROP DROP 4"GAS IN CONNECT � �"V w UNIT ABOVE TOIL 2"W-DN & 2N F.D."A" BUILDING AND 4".VALVED GAS TO NOT TO SCALE ROOM (125 CFH) 1/2"CW-DP 4"S-DN: . RUNOUT AT 8" EMERGENCY GENERATOR ABOVE GRADE TO BY OTHERS) 4" TANK VENT = GENERATOR 4" �2200 CFH) CGS w .�1• E..1 , O 10'-0" 1 �- \ G ELEC. H.W. HEATER ON a 4 F.D."A" �r F.C.O. 3" PLATFORM ABOVE V BY G.C. BY P.C. I 4 4" TOILET ROOM - SEE THREADED ROD I �2 DETAIL THIS DWG. » 4 GAS PIPE I" THICK PRESSURE TREATED 4"W&T 3/4 HW-DP ( II .,; WOODSTRIP BETWEEN PIPE (TYPICAL) ° II ° 3/4"CW-DP I _ O " & BLOCK 4"V-UP II 4'V-uuP r Q 1 GALVANIZED STEEL • 1'O 4'V.T.R. V FIELD VERIFY ADJUSTABLE CLEVIS TO 4'V.T.R. 3 » 2 STRAP- SECURE TO b a `�-2 � LAV� _ W GALVANIZED HANGER BLOWER ROOM F- 4- .P� I- - DISTANCE 04 BLOCK / ALV II F.D. I _ SCREWS PIPE o `�3 r 1»2' I 2'V2-DN-DP " �� n " — i 3/4 ♦ r- ±�_ TRAP PRIMER WITH 4` 10 x10 x1-1/2 6 x6 x6 PRESSURE TREATED CONNECT G 2'V-DW "" TP1�V I PIPE DISTRIBUTION UNIT PROTECTION WOOD BLOCK — 3/4"GAS To " \ I AND FOUR (4) 1/2"CPW UNIT HEATER " I DOWN TO FLOOR DRAINS BOARD GRADE / 1/ HB A.F.F.) ' (75 C.F.H.) / V PROVIDE 12".'LONG SHIELD FOR �/ PROCESS ROOM I " NOTE ALL PIPES ANQ ALL SHIELDS TO BE 16 GA. GALVANIZED STEEL FIBERGLASS INSULATION 4 F.D."A SUPPORTS SHALL, BE PROVIDED ON EXTERIOR GENERATOR GAS PIPING PER SPECIFICATION FINISH AM65.0.. I� AT 5'-0" INTERVALS & AT EACH TAKE-OFF OR CHANGE IN DIRECTION. ELEVATION 65.00' 1-1/4- 2"V-DN cti INV. 62.00' EMERGENCY GAS 4". SHUT-OFF VALVE G GAS METER & GAS P I E HANG E�R DETAIL `� 1 SERVICE BY LOCAL GAS PIPING SUPPORT DETAIL � F.C. CGAS CO.O-ORD - P.C. TO NOT TO SCALE CONNECT 4"UNES L ;. ® CO-ORDINATE;:( COST NOT TO SCALE To EQUAL! �( 4 ;: 1 "30 TO BE BACKCHARGED TANK I L / G.C.O. TO OWNER. ) �- (TOTAL LOAD 2400 C.F.H.) ME RAZE 'a NON-FREEZE • ' 4" �' GN BA=f2IL TANK WALL HYDRANT :. MOUNT 24"A.F'.G. 10'-0" 3/4-CW-DROP BY G.C. BY P.C. 4" IvI810N8 WATER METER , & 12PBP I MISGUND mVJb/02 SEE DETAIL THIS DWG s 1-1/4- WATER SERVIC 1-1/4" c 8 i TO 6"A.F.F. (BY G.C.) a I :. 3 c 4 REDUCED PRESSURE BACKFL.bW TO FIXTURES & EQUIPMENT PREVENTER ASSEMBLY — 1--.1/4" SIZE s —� COMPLETE WITH GATE VALES"dc CU �1-1/4" TEST COCKS- WATTS NO. 909 �+ SUPPORT ASSEMBLY W/L BRACKET 1" WATER METER TO BE I LAGGED TO WALL W/PIPE CLAMPS r oww FURNISHED & INSTALLED BY P.C. FINISHED GRADE J.R. SMIT� 4258 CLEANOUT METER TO CONFORM TO ALL. op-Am my' • W'�'4' HOUSING W/TAPER THREAD LOCAL REQUIREMENTS ( DIAL PRESURE GAUGE c 0 aY' jBx• 0' TO 150' W SNUBBER CLEANOUT BODY-VANDAL REDUCING UNION I I & STOP r _ 'A PAIN 00Aww musvmz PROOF SCREWS-WORD ( TYPICAL ) 1 FLOOR PLAN "CLEANOUT" IN COVER , /2" TEST VALVE $ OV21/m2 2062 SHUT OFF VALVE �—1 _ P ac.,4LBs v4.1 FEB 024"x24" SQUARE CONCRETE " " ::.o:c:• •:r o..:.; - - BY G.C.) ( TYPICAL ) SCALE: 1/4 PAD (8 THICK) ( A- 1 BY P.C. AIR CAP FUNNEL JOB Nummm a CAST IRON RISER BY G.C. HERSEY #65657 - A1�CN1 b 1 CU. FT. POURED CONCRETE CAULK 1-1/4" SUPPORT - (BY G.C.) -tt4" DOMESTIC 8 FULL SIZE VENT DUN � R �.. BY G CERVICE- R� ( ) CONCRETE PAD CAST IRON LONG SWEEP BY G.C. Ao.4 c> •� . d (90') BEND � ^.i�uF:.i7 �.., ZH OF b GROUND CLEANOUT DETAIL �� s9o �, WAYNE A. tiN NOT TO SCALE WATER METER DETAIL g GRIFFITH NOT TO SCALE No. 35519 ' sww Nummm • a c� DIFFUSER GRILLE & LOUVER SC H ED'U LE a MAKE—Ufa AIR & UNIT HEATER SCHEDULE TYPE MANUFACTURER MODEL NO. MOUNTING NECK PANEL RANGE FUNCTION REMARKS SIZE SIZE S „ " " „ " ITEM AREA MANUFACTURER MODEL NO. INPUTBTU CFM HP VOLTS PH HZ REMARKS LEGEND 1 TUTTLE & BAILEY. . A64 SIDEWALL 24 x18 26 x20 1000 SUPPLY. No• SERVED OUTPUT R " " " RETURN/ TREATMENT TUTTLE & BAILEY .. CRE-500 CEILING 18 x18 20 x20 2250 MUA-1 REZNOR SCE--�125 125,000 97,500 1000 .75 480 3 60 EXHAUST' ROOM R, TUTTLE & BAILEY CRE-500 CEILING 12"x12" 14'04" 925 RETURN/ UH-1 TREATMENT REZNOR SFT�--75 75,000 60,000 980 .33 120 1 60 FM FIELD MEASURE R TUTTLE & BAILEY CRE-500 CEILING 8"x8" 10"x10'' 100 RETURN/ CR CEILING REGISTER EXHAUST 1" UC UNDERCUT DOOR BY GEN'L. CONTR. A. WALL " " ( ) 1 RUSKIN ELF6375X MOUNTED 24 x24 - 1000 INTAKE WITH INSECT SCREEN ~- SUPPLY DUCT UP RUSKIN ELF6375X WALL MOUNTED 36"x30" - 2360 INTAKE WITH INSECT SCREEN RETURN DUCT UP 16x8 DUCTWORK (FIRST NO. DENOTES WIDTH) FAN SCHEDULE VD VOLUME DAMPER :. ITEM AREA S.p. TEMPERATURE ADJUSTMENT CONTROL ... .N0. SERVED MANUFACTURER MODEL NO. CFM INCH RPM HP VOLtS PH HZ REMARKS BLOWER SSC SOLID STATE CONTROL SWITCH BASEBOARD HEATER SCHEDULE EF-1 ROOM GREENHECK CUBE-200-3 2250 0.375 630 1/3 120 1 60 SEE NOTE #1 TREATMENT G.C. GENERAL CONTRACTOR EP-2 GREENHECK CUBE-120-4 9125 0.375 1040 1/4 120 • •• 1 60 SEE NOTE #1 ITEM AREASERVED MANUFACTURER MODEL N0. LENGTH HEATING BTUH KW VOLTS PH HZ REMARKS ROOM A.F.F. ABOVE FINISHED FLOOR &-3 TOILET GREENHECK CUE-95-C SEE NOTES #1 & #2 TOILET Q-MARK CBD-2574 4'-0" 3413 1.0 277 1 60 ROOM 100 0:125 860 1/8 120 1 60 OBD OPPOSED BLADE DAMPER BB 1 ROOM NOTIS: 1. PROVIDE DISCONNECTS .AND GRAVITY BACKDRAFT DAMPERS WITH ALL EXHAUST FANS. 2. PROVIDE SOLID STATE CONTROLLER. M 3`6" x 30" OUTDOOR AIR LOUVER AT 2 —0 AFFy 00 �. / CO—AXIAL WALL FLEX.IDLE CONNECTOR (TYPICAL) ,., 36" x 12" DUCT CFM 36" x .30" MOTOR FLUE 18"x18" �1 HVAC SPECIFICATIONS CROP TO 12" A.F.F. OPE�tATED DAMPER I 24" x 24" MOTOR - - I OPERATED DAMPER �i 1. THE WORK COVERED BY THIS CONTRACT SHALL INCLUDE, UNLESS -- SPECIFIED OTHERWISE, THE FURNISHING OF ALL LABOR, EQUIPMENT, A TOOLS,.RIGGING, HOISTING, STAGING AND .MATERIALS AND THE — �..,,L 0 PERFORMANCE OF ALL OPEF�ATION NECESSARY FOR PROPER AND 1 COMPLETE EXECUTION OF THE WORK IN ACCORDANCE WITH!THESE l' 1000 SPECIFICATIONS AND THE DRAWINGS, SUBJECT TO THE TERMS AND 6" DIA. FLUES CFM CONDITIONS OF THIS CONTRACT: 2. ALL WORK SHALL BE INSTXLLED IN, A.,FIRST—CLASS MANNER• CONSISTENT ` L A V. WITH THE..,BEST CURRENT PRACTICES. ITEMS NOT SHOWN ON THIS DRAWING, BUT WHICH ARE NECESSARY,TO MAKE A COMPLETE HVAC REVERSE ACTING BB00 SYSTEM,,INSTAL.LATION, SHALL.BE FURNISHED AND INSTALLED AS PART THERMOSTAT R t i OF THE WORK UNDER THIS CONTRACT. ALL LAYOUTS ARE DIAGRAMMATIC N AND FINAL ARRANGEMENT SHALL SUIT FIELD CONDITIONS. R e 3. ALL WORK SHALL BE INSTALLED IN CONFORMANCE TO THE GOVERNING e -100 �"� [.a CODES, 2EGU.LATIONS AND ORDINANCF,,S. THESE REQUIREMENTS 2250 CFM �1 MINIMUM CRITERIA AND NO REDUCTIONS IN STANDARDS CALLED FOR ON O O CFM THE DRAWING, PERMITTED BY CODE, WILL BE ALLOWED. OBTAIN•AND ^ 0 PAY FOR 'ALL INSPECTIONS, LICENSES, PERMITS AND APPROVALS / S. T �y ' O REQUIRED BY GOVERNING AUTHORITIES AND INSTALL ALL WORK'IN LAN T COMPLIANCE,THEREOF. ,w., •• 4. ALL MATERIALS AND WORKMANSHIP SALL CARRY THE STANDARD BLOWER ROOM DUCT TO RUN r R s WARRANTY AGAINST ALL DEFECTS .*FOR' A PERIOD OF NOT LESS THAN ONE THRU TRUSSES 00 / T � YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK. ANY FAULT DUE TO DEFECTIVE MATERIALS, EQUIPMENT,"'OR WORKMANSHIP WHICH MAY x DEVELOP WITHIN THAT PERIOD SHALL BE MADE GOOD, FORTHWITH, BY X AND AT VIE EXPENSE OF THE HVAC CONTRACTOR, INCLUDING'ANY i MUA �O DAMAGE DONE TO AREAS, MATERIALS, AND OTHER SYSTEMS RESULTING N 18 x1� 1 FROM THIS 'FAILURE. �. .— H EF .\ •1,... 5. THE HVAC., CONTRACTOR SHALL CONFER WITH ALL OTHER �"' f � � � � • 04 CONTRACTORS AS TO 'Tt.2 `LOCATION OF THEIR WORK BEFORE BEGINNING -- 3 THE INSTALLATION OF THE HVAC SYSTEM. HE SHALL INSTALL ALL WORK IN"SUCH A MANNER AS TO AVOID INTERFERENCE WITH ALL OTHER TRADES: , 10" X 4" 6. THIS CONTRACTOR SHALL STUDY ALL .'RELATED ARCHITECTURAL, �.'� � � 10"x10" EXHAUST DUCT RISE � ' STRUCTU,�, ELECTRICAL AND PLUMBING DRAWWGS, AS WELL AS THE �' SPECIFICATIONS AND ALL OTHER AVAILABLE INFORMATION PRIOR„TO ti SUBMITTING;HIS BID PRICE. THE 'BIDDERS SHALL ALSO FULLY INFORM 1 HAVING A 4" DEEP SUMP � MODE 1 MODE 2 THEMSELVES•,OF ALL LOCAL AND STATE CODE REQUIREMENT'S. 2 OF � & ALL WELDED JOINTS CO-AXIAL WALL FLUE SWITCH W/HUMIDISTAT V CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY PENETRATION AT 1 AND OVERRIDE 7. THE HVAC EXISTING.CONDITIONS. ANY CONFLICTS BETWEEN THE DRAWINGS 10'-0" AFF N AND FIELD CONDITIONS SHALL BE-BROUGHT TO THE ATTENTION•OF THE ARCHITECT BEFORE THIS CONTRACTOR SUBMITS HIS PRICE c FOR THE WORK. x DUCT TO RUN 20"x20" EXHAUST DUCT RISE 14"x14" EXHAUST DUCT RISE THRU TRUSSES HAVING A 4" DEEP SUMP 8. SUBMIT-SHOP DRAWINGS OF ALL EQUIPMENT AND MATERIALS TO BE HAVING A 4" DEEP SUMP & ALL WELDED JOINTS INCORPORATED IN THE WORK. THIS CONTRACTOR SHALL ASSUME ALL & ALL WELDED JOINTS COSTS FOR ANY ADDITIONAL CORRECTIONS, SUPPORTS OR CONSTRUCTION REQUIRED FOR MATERIALS WHICH ARE SUBSTITUTED FOR THOSE . PROCESS ROOM SPECIFIED. R e IA � F � 9. ALL HVAC EQUIPMENT SHALL BE PROPERLY PROTECTED TO PREVENT AND/OR DAMAGE. . :. .:.. 925 L J IOBSTRUCIIONS / CFM 10. CUTTING AND PATCHING OF MASONRY, CONCRETE, OR OTHER .PARTS OF THE STRUCTURE SHALL BE PERFORMED BY THE GENERAL CONTRACTOR. 11. SHEETMETAL: f�VISIGNB A. ALL SHEETMETAL WORK SHALL BE ERECTED IN A FIRST CLASS AND a°. a l�to WORKMANLIKE MANNER IN ACCORDANCE WITH "SHEETME'TAt--CONSTRUCTION FOR VENTILATING AND AIR CONDITIONING SYSTEMS" AS PUQWSHED BY I I I I e' GA THE 'SHEETMETAL AND AIR CONDITIONING CONTRACTORS NATIONAL 3sa N< ASSOCIATION, INC. (SMACNA). a NK s B. ALL DUCTWORK SHALL BE BEST BLOOM GALVANIZED STEEL OF GAUGES AS RECOMMENDED BY SMACNA: e 12. PROVIDE:A,COMPL.ETE ELECTRIC TEMPERATURE CONTROL SYSTEM TOft OPERATE ALL DAMPERS, FANS, UNIT HEATER, AND MAKE—UP AIR UNIT. 24" x 24" MOTOR tx II SYSTEMS ,SHALL OPERATE AS FOLLOWS: I ° y w ,.� ' d • OPERATED DAMPER A. TREATMENT ROOM — IN MODE #1 THE MAKE—UP AIR UNIT SHALL BE 9 ENERGIZED AND BE ABLE TO SATISFY ITS RESPECTIVE THERMOSTAT. ° C+WCK�= uu a (SET AT 55') IN THIS MODE EF-2 SHALL ALSO BE ENERGIZED. IN e : MODE #$ EF 2 SHALL BE ENERGIZED AND THE 0. A. DAMPER, A ogre oR�uu� �otnvm2 AT THE WALL LOUVE^, SHALL BE OPENED. HUMIDISTAT SHALL AUTOMATICALLY e. e Ate i � m�v� OVERRIbE MANUAL CONTROL FOR MODE #2 OPERATION e TANK d w 2 '.,? MODE #1 - IS THE WINTER MODE..MODE #2 IS THE SUMMER MODE. ° • e e. ° e • • •' _ °'• a CFM B. THE UNIT HEATER SHALL OPERATE WITH IT'S RESPECTIVE THERMOSTAT e d °. a , ' e •: ° " e d J09 hAER: (SET AT 50') AA AMN C. EXHAUST FAN EF-3 SHALL BE EkRGIZED WITH THE LIGHT SWITCH OF ti THE TOILET ROOM. 24" x 24" OUTDOOR AIR s o � ,r D. EXHAUST FAN EF-1, WITH IT'S OA. DAMPER, SHALL OPERATE ON A LOUVER AT 5 —0 AFF �F.A 3 REVEIM—ACTING THERMOSTAT TO BE ENERGIZED WHEN THE SPACE TEMPERATURE EXCEEDS W. � � a?; NOR i'r-{ ' OF gss9cy � WAYNE A. N 1 FLOOR PLAN o GRIFFITH SCALE: I/2" = 1'-®" No. 35519 A - n. M�l bF�T 1 �R 00 rn Lo n � O �- O 0^0 Z r7 _ J t Gr, X C r •'� tf���j 7M1 Q n O `TNi+ (gyp N Z-71 rn H 00 Q( u 0) oo w f CONN. VALVES TYPICAL 2' PVC SLEEVES FOR f / .x'. %j / f _ c cu « N PUMP CABLES & FLOAT CABLES SUPPLIED WITH (fp' _ _ d wmN j r �� ! W r{o to PUMPS �-� �. f,. a + mm /j - ;'t / I 6#12 & 1#12G ziod i / 1' PVC TO ZCP oa°a o�c TYP. �_ j WP c o s a Wouaae� GF I p .01 & I 8#12 l'2G ' .f LTS �/'VCf�. ♦ �% �.r I � S� / l 1/2' PV ' OR I f C ��i / / ZCP - SEE RISER FLOATS T /ZCP !f S� ' ' �`l / 'I SEE RISER ` DIAGRAM ,.� -` -----� I `/I /! _ ` � � ZENON CONTROL i DIAGRAM % '- ( I 11 �f�; PANEL i fif 1 �� ��\ /,l LS-9, 11 TELE - _ "Ik \\ �� �/ �` �! DENMARK 6#10 & 1#1SG '�� ! ' / T l ��10 TO ZCP & �, SEE SITE ELEC. 2#10 LS-7 �``�> PLAN FOR SIZES \�\ \�\ --1-1/2' PVC 1�' � LS-11 PAD WITH GENERATOR . SEE BUILDING PLANS r r• — / 1 ]y \� \ �1 �--I % 1-1' PVC W/ 6#14 TO ATS PROVIDE 3 POLE DISC. SW. \•. � ! �}' FOR EACH PUMP AND TERMINAL �`\�` , �` 6#10 & 1#10G - START WIRING STRIP FOR FLOAT CONTROLS. `\ t �� j �� I 1 1 PVC TO ATS FOR �S�1H-9 ± PROVIDE WP DUPLEX GFI \`\ \`\ t �, �1 ! 1 1/2 C BATTERY' CHARGER WIRING s RECEPTACLE IN CABINET & �`�� `\ 2#10 & 1# OG LS-7\�'� � . \f TO ZCP ! f FDR PMPAEVES i 4#10 & 1#10G LS-10, 12, 14 , . A SWITCH FOR LIGHTS. �`\\` �`\,�� 6#10 &�1#1OG �� if 8#14 & 1#12Gi' f j P�i / FOR BLOCK HEATER I'C TO ZCP/ 2 C SLEEVE' 1 PVC \` \ TD2 CPVC / FOR FLOATS f �� FOR FLOAT CABL ► ! O`. 8#14 & 1#12G ,� i i 1 1/2 PVC *i FURNISH AND INSTALL PRECAST �� M FOR FLOATS VAULT PER COMM ELECTRIC STANDARD w '` �` \\\\► �,_,, ?�,.�- TO ZCP % -- NE-15B & NE-10 FOR COVERS. _ i i'• ------ r t E� - 12' X 18' 'X 6' -'-—————————————— WP JB FOR SPLICES PROVIDE TERMINAL 'BLOCKS G WP JB 6'X6'X6' PVC NO SPLICES PROVIDE 3 POLE DISC. SW.' 2' PVC SLEEVES. FOR �/•L FOR EACH PUMP AND TERMINAL PUMP CABLES & FLOAT OO STRIP FOR FLOAT CONTROLS. CABLES SUPPLIED WITH PROVIDE WP DUPLEX GF I PUMPS RECEPTACLE IN CABINET & SWITCH FOR LIGHTS. ,' V Z SEPTIC SYSTEM SITE' PLAN- Q . V HANG ON 1#8 WALL ABV. PANELS 3#6-1' T . . 4#1-1 1/2' 30KVA 4820 30 TO 120/208V - .. OUTSIDE ON PAD LOCATE IN o IN WP ENCLOSURE BLDG. ENCLOSURE TO BE WALK-IN taY�tONS TYPE W/ LTG. & RECEPTACLE BY UNIT MANUFACTURER 3#1 & 1#6 GND. t RE156M0.V25/02 1-1/2'C. . 3#10 225A 3P HS LS •2#10 LS-10, 12 ATS 7-20A 1P 30A 1P s 100A 3P CONTROL ,.. w ',: 4 J 1-20A 2P MCB PANEL PROVIDE FEED TO � � y •� 2-20A 3P EF-3 23-20A 1P BY ZENDN ALL SOLDNQID s 1-50A 3P J 1 30A 1P VALVES & CONTROLS. CONN. LTG. & 1-100A 3P LS-13 6 SPACES SEE ZENON DWG. RECEPTACLE 12-1P S. D. E-001,5 002 & 003 e EF-2 277/480V 3# 4W J w METER SOCKET ' PIZ"BY: im PE R UTI LITY * ILITY ' O BLDG STE EL, WATER 277/480V �_ LAB SERV. &' GROUND ROD 3# 4w LS-13 DCWECKM ATE D 1#4-3/4' BLOCK HEATER ' 200A MCB 7JAW PROVIDE 277/480V 120/208V 200A 3P WAM M W/ MANUAL 200A 3P 6414 CONTROL 30 4W 30 4W DATE ISGUEDs 0004AM SN LINE C. B. 1' PVC sca.Ef t,2m• I .. 200A FUSES BYPASS ' 600V RT PROVIDE WIRING doawteae 9 J AS REQ. FOR ;A* BATTERY CHARGER jai TO UTIL, TRANSFORMER 277/�80V 3o�G4W J 1' PVC 4#3/0 & 4#3/D- 1#6G-2 1/2 NAT. GAS J • tom L4#310 & 1#6G • 2-1/2' PVC . NEER*SEAL ' �` I RISER DIAGRAM .- � CE NOT TO SCALE t rn4RE , y S 4EET NUMEMR GOE f co i r7 L�.I J v Q W X 8!_OV'i-R F0011rt O t= B B ' B I C i LIGHTING FIXTURE SCHEDULEOF ELECTRICAL SYMBOLS YP MANUF CATALOG # NO, LAMPS VOLTS MOUNT DESCRIPTION o0 i i I LS-1 ' i 0A CEILING FIXTURE OUTLET (LETTER DESIGNATES FIXTURE TYPE) 0 A SIMKAR OV450-22-32-B11M-277 4 F32T8SP41 277 SURFACE M 4' __....._.._....... E WALL FIXTURE OUTLET (LETTER DESIGNATES FIXTURE TYPE) Q bn B SIMKAR OV45O-232-B11M-277 2 F32T8SP41 277 SURFACE FLU❑RESCENT FIXTURE (LETTER DESIGNATES FIXTURE TYPE) {HS-1 X X oo w t t ZENON ELEC CTRL PNL i E — — � EXLT LIGHT — F32T8SP41 0 2 SURFACE SY95O 232 B11 12 120 SU E _ C SIMKAR tl � fS_2 UC CLOCK OUTLET HUBBELL #5253 HS-2 A A D _ D D STONCO LPSC50MAL/P15OM 1 50 MH/ED17 277 10'-0' A. F. F. W/ PHOTO CELL SPECIAL OUTLET AS NOTED >� DUPLEX CONVENIENCE OUTLET HUBBELL #5362 OR AS NOTED PROCESS Rr '1t ~Yi E CHLORIDE 4X6L25 : W/ UNIT 277 WALL MNT. 8' -0' A. F. F. .. X ISOLATED GROUND OUTLET HUBBELL #IG 5362 a ao SINGLE CONVENIENCE OUTLET (TL INDICATES TWIST LUCK) HUBBELL #5351 ; tmN '•Y� F CHLORIDE' GM1 W/ UNIT 120 <+.d ° i HS-5 ' __-__._ �__- HUBBELL #HBLSG63H SAFETY RECEPTACLE _ �� i _ `� �N vv ' -----� �` G HUBBELL HLE-B-F-26-1-X3-0 2 13WPL 120 CLG EXP. PROOF O JUNCTION BOX a c_ CiOW dY C_ aoaaox W NiOCt� LINE OF c o c a HOIST BEAM ! ( i ; y :$..._ .____ � I - X CHLORIDE N2HL1R-W W/ UNIT ® FLOOR OUTLET HUBBELL #B2527 W/COVER #S2725 OR AS NOTED 277 . OVER DOOR P JUNCTION BOX AND 3/4'C WITH PULL STRING TO ABOVE CEILING TELEPHONE OUTLET S SINGLE POLE SWITCH HUBBELL #HBL1221 S2 DOUBLE POLE SWITCH HUBBELL #HBL1222 S3 THREE WAY SWITCH HUBBELL #HBL1223. S4 FOUR WAY SWITCH HUBBELL #HBL1224 LIGHTING PLAN SP SWITCH & PILOT LIGHT (SO) OCCUPANCY SENSOR (SENSORSWITCH CAT#WSD-PDT-W) SO OCCUPANCY SENSOR (SENSORSWITCH CAT#CMR-9) Q LIGHTING OR POWER PANEL V MOTOR OUTLET (NUMBER INDICATES HORSEPOWER) A TO UTILITY TRANSFORMER ® ELECTRIC BASEBOARD HEATER ECT SEE RISER DIAGRAM --r --• ..., , . . -_ , ,; I :_.._..__ ...._.,.._ :_...__. ._._.__. .._._.. ;;•' _{ - -- ' �� { DAMPER MOTOR ? 48' t:2C MOTOR STARTERGF: �AVATQRY200A 3P i `- L�VPTC�'Y ' DISCONNECT SWITCH <UF INDICATES UNFUSED, RT INDICATES RAINTIGHT)cotlHS-3 FUSE 200AH► T RT 4#16 ARROW & HART #7810 SERVICE SWITCHOR AS NOTED HT- 0A 277/480V WP PER LOCAL 1 3C- 3P ; !8' 3� 4W 7JAW , ` _MHL FIRE DEPARTMENT F F i 48'. OF �OOV ! WP METER SOCKET ; { SPEED CONTROL SWITCH O { LS-2 - - _ 04 GFI_ HLC�!^.�:-: itJ?7!:" , `; - ! r S BLOWER ROOM �T THERMOSTAT „ VY>:F F:•^�t=: �% it f - HL s'�'� 1 4#14 - �y TOILET ROOM O.'`t% ' . ��-�- i f GQ 1 / I HL HL HL HL c PUSH BUTTON & PILOT LIGHT r Z.i''�;.— c: ..T? �ti h2#12 & 1#1E: : - eC 4:FrL =!,L ! ' s _ 1/ '� _ 4#14 ' LS T HS ! HS-20A 2P PUSH BUTTONFT F+1 TRANSFORMER DIGITAL COMMUNICATOR' DC D 48' t; ,•' _:_ ..�....... .� FIRE ALARM , GFI ,.. -= - CONTROL PANEL EDWARDS CHIME #C21O 00 48' 48" --- r%;;v{:c`; . DIGITAL DIALER A' F HL N w WP BELL GF I _ -- LS-18 HORN W -J LS-6 w ® ® BATTERY OPERATED EMERGENCY LIGHTING _ _ 0 REMOTE EMERGENCY LIGHT HEAD FIRE ALARM RISER DIAGRAM MT @HEIGHT � � - - - WIRE IN OR ON CEILING AND WALL .. r� - - - - - - ------ --- . _ ----, V OF CRANE RAIL i : 3#12 & 1#12G i ' 3/4'C - HS ---- 2OA 3P ; WIRE IN DR BELOW SLAB r F� 3OA 3P, t ELECTRICAL CONTRACTOR UFRT r E C. A 6O0V WP. WEATHERPROOF M"♦ /�-�. t ! ' ® PLUGMOLD CAT. #20G612 (W I REMOLD) OR AS NOTED A • • , CONNECT HOIST LS-- ' PROVIDE STRAIN RM RELIEF ON CORD _ 48' _._�..__._.__-__._._.._-_-•__-_. .-.- ----•._._ ! F <TOP DFAMANUALUSTATIONI�HALL)BEL48H AFF) SURFACE FIRE ALARM MASTER BO - SURFACE MOUNTED, AL ENERGY TYPE ? --- -- - - '--- - --- ------- - -- -' - --._.._. ___--- - - --__ ____-'--'-- --- __- - - E HORN & STROBE UNIT (F) FLUSH CS) SURFAC ~ S WP HL (MOUNT 80' AFF UNLESS OTHERWISE NOTED) STROBE HL HORN & STROBE UNIT FLUSH MOUNTED IN CEILING ®FC O POWER PLAN - FIRE ALARM PLAN SMOKE DETECTOR FIXED TEMPERTURE HEAT DETECTOR •F INDICATES TEMPERTURE SETTING FS SPRINKLER RISER WATER FLOW SWITCH n TS SPRINKLER SHUT OFF VALVE TAMPER SWITCH 3P OF PS LOW PRESSURE SWITCH 6O0V �3#8 & 1#1OGF60A 8 & 1#1OG1.:( WATER PROOF STROBE LIGHT 3/4' TO ZCP4' TO ZCP N® REMOTE ANNUNCIATOR PANEL - _._ ... I ` G' FACP FIRE ALARM CONTROLPANEL _ I TT DUCT SMOKE DETECTOR REMOTE RESET/TEST SWITCH I _ 4 �� ri LAVA . t { _1 { ut DUCT TYPE SMOKE DETECTOR � MUA OKE i BLOWER t LAVATORY LS—$� f DH DOOR HOLDER RE ? - i i VISIONS 30A 3P ANSUL SYSTEM i OF 600V R REMOTE L. E. D. INDICATOR ,:, Z = REISSUED mt/28/m2 �.• U ED MONITOR MODULE CONTROL MODULE 4 J .I �. .; I{ !{ ! ZENCN cLEC CTRL Pk;. f ZENON E{fC CTt7L P+; H A AN • i• , ,, T � � i �' TD12S&20#13P �,,` El REFRIGERATION F 'r- i .. ZCP ! �n CC` ;ZCrih� \� `-' `�� _ `� 1 DEF REFRIGERATION DEFROST 6 j ABV i i 1 PANEL J LS-13 ,4. `' - Fl REFRIGERATION CASE LIGHTS d FEB22 I 4#12 & 1#12G i ! 3/4'C CONN. LS-15 . ? CDNN. SODIUM HYDRDX. PUMP D RAM gT ate -i--� PERMEATE ZCP .` '-� ?PCCFSS ROOD n i I !., CL REFRIGERATION CASE CANOPY LI � SOL. VALVES � : . CNECiCED sY. LI?� ,—6#12 & 1#12G-1' :,C DATE DRAUM ZCP J ; ! PROVIDE SERVICE SWITCH :' { REFRIGERATION CAS NTI-CDND. HEATERS 6#12 & 1#12G , f j i CH E A ,Date fssuec: mWm4�t 3/4'C TO ZCP J i SOLENOID VALVE ZCP w—ma- SUCTIONWp i CDNN. SUCROSE PUMP ' ! _- - 'i j SOLENOID BGALE= •AS wOtE?D N �J - - - - '� i U L I N:;� ._. .___... ... __ ._.... . .. . S LIQ ID E OL LINE SOLEND I D a �►~ �, i ; 3OA 3P UFRT + . i Ei i ® DEFROST TERMINATION THERMOSTAT -4#12 & 1#12G-3/4 C ; 6O0V (2) TO ZCPpERi ^p� i 2 t t ? -. , ! ? � •- { S© HEATER SAFETY 'THERMOSTAT + i i i AlA 'AlA' INDICATES REFRIGERATION SYSTEM DESIGNATION CDNN. BACKPULSE 'A' INDICATES EMS CASE PROBE LETTER o N•f+ ? SOL. VALVES _ ; i ± ; 1 DM - —+►R TO REFRIGERATION COMPRESSOR ROOM EQUIPMENT q v t i r i i r f ... • . I ' i —�EMR TO ENERGY MANAGEMENT ROOM ? _ 4#12 & 1#12G-3/4 C - -- _--: . TO ZCP I ; ; '_;�:._..._..._ ... :} •-"'y i i ! - J'- _ . . T/SI , THERMOSTAT W/PILOT OPERATOR VALUE 1- ! El RELAY AS NOTED e�se OF CONN. WP SERV I CE SWS. REC I RC. PUMPS CONNECT BACKPULSE . 4 WREN PUMPS o I PMENT POWER PLAN HVAC PLAN R r � EQUIPMENT ass A S/ MA ,its suet w-mR G.E�2 _._.... ............_..._ ._......— ._..._.._.._..... .__.._. . ........._..._..........._.._..... _... . .__..... _._ .... _.._...... ._._........_.._.... _.._.. _..__--............ _ I I I I ! I I I III Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 101 Walnut Street,P.O.Box 9151 Watertown,Massachusetts 024.71 617 9241770•FAX 617 924 2286 'A .00 221-81, AERATION PIPE TO ANOXIC AND AERATION CHAMBERS 14"-6- 7"-6" p VALVE TYP 7 i LAVATORY I I IF.F. 65,-0- 00 C O � NOTE: " BLOWER ROOM 1. PROCESS EQUIPMENT SUPPLIED BY ZENON ENVIRONMETAL INC. AS PER DRAWING SET F.F. 65 —0 DATED JAN. 07, 2001. CONTRACTOR TO PROVIDE ALL PIPING MATERIAL AND l EYEWASH 3" DOOR FURNISH INSTALLATION PER ZENON REQUIREMENTS. I I, 2. PROVIDE GRATE OVER DIP TANK PER STRUCTURAL DRAWINGS. DIP TANK SHOWN WITH kn i I t ZENON ELEC CTRL PNL MEMBRANE CASSETTE IN CLEANING POSITION FOR CLARITY. I " i I ; S-6" DOOR 3. PIPE SUPPORTS, HANGERS, BRACKETS AND ASSOCIATED HARDWARE SHALL BE CONSTRUCTED i OF 316 STAINLESS STEEL WHEN INSTALLED WITHIN THE PERMEATE AND DIP TANKS. PIPE SUPPORT 2 4BRACKETS ALL WALLS AS REQUIRED TYPICAL 00 i 0 PROCESS BLDG. NaOH STORAGE DRUM N ALL FLOORS ATE F.F. 65"-0"' AND PAD PUMP SKIDD NaOH PUMP TYP FLOW M ETER 5 DISCHARGE 6"PVC IP TANK FILL PIPE _ PVC SCH 40 FOR SUCROSE TUBING r3' D ' AND VALVE (TO ANOXIC TANK) 2" HANDRAIL � DROP BELOW FOOTING SUCROSE PUMP bi ■ ■� �:■ -■ ■ .A ■L�'■■�"■� -: ye '; 2„ HANDRAIL - `.. REMOVABLE SUCROSE MIXING TANK AND MIXER 2"" HANDRAIL - : 1 4 SUCROSE TANK FILL VALVEt° 3aA 4-4" DUCTILE IRON �.I. I Q FROM PERMEATE PIPE . , - SEWER PIPES > ' BACK PULSE FILL VALVE - • L. - ( ( o FROM PERMEATE PIPE _ _ m _ " . 2......... !L. w II I o I I t1, r � ( zw I Eff _ III z �'♦ -- L( Q N i TUBING d ■ f .I Q m Id 2"" HANDRAIL � I BACKPULSE - 1 I I REMOVABLE ( TANK 6 III 2 HANDRAIL N a -44 e. it RECIRCULATION BACKPULSE FOUNDATION WALL PUMPS PUMPS No. Revision Date ppvd. Z 8" WIDE TYPICAL 10"-2" 8„ S-2" DIP TANK SHOWN Designed by Drawn by Checked by 15"-4"" WITH MEMBRANE CAD checked by Approved by 2-4" DUCTILE IRON Scale „_1, Date =5102 PIPE FORCE MAIN 2" PVC SCH 40 DROP IN SLAB Project Title (RECIRC. TO FLOOR TO ELEV.=60.0 AND Cotuit Landing ANOXIC CHAMBER) CONDUIT TO RECIRCULATION TYPICAL VALVE PIT Wastewater Collection 8L Treatment Facil ity Barnstable, Massachusetts Issued for Configuration Revisions Drawing Title Process Building Layout and Piping Plan Drawing Number F c F C Z- 1 v NCH rn� . 27991 / Sheet of ,ems STaG�����Q f �0 i 4 �AL t*' (� Project Number 05162 1051621cad\IaWwwwawr7enon 2\Zenon-1-17-M.dwg !I E f I_LI II IIL I I it pq Vanasse Hangen Brustlin, Inc. Transportation I Land Development Environmental Services 101 Walnut St=t,F.O.Box 9151 Watertown,Massachusetts 02471 617 9241770•FAX 617 924 2286 N 29'-10" N j I 4" DIA OPENING INTERMITTENT COARSE WITH LINK SEAL BUBBLE AIR DIFFUSER CONNECTOR 4" AIR PIPE (DOWNPIPE) _ TYPICAL io S • 0 O O O O O O O O O O O .0 30' O.C. •.S 2" VC CO ND. ND. • WITH 3/8" SUCROSE • TUBING v A Av PRE-CAST RISER (5X5) 3" i d, / ( 6" VENT 10" DIA. OPENING WITH LINK SEAL CONNECTOR 2" PVC CONDUIT FOR 6" DIA. OPENING WITH 24" DIA COVER POWER AND CONTROL LINK SEAL CONNECTOR TYP. SEWER MANHOLE WIRING FOR VALVE a,• FRAME & COVER POWER AND CONTROL WIRING • MOTOR CONTROLLED BUTTERFLY VALVE a TEE (TYP.) NOTES: � A1. PIPE SUPPORTS, HANGERS, BRACKETS AND ASSOCIATED HARDWARE TO • a v a' •� . - ,a , q •• • a• - BE CONSTRUCTED OF 316 STAINLESS STEEL. d v -4v• a - ,e A. ,a e •v. a .a ,d 1" 2'—s" 2. DIFFUSERS SUPPLIED BY ZENON. INSTALLATION AND CONNECTION 8" DIA. OPENING 6" DIA. OPENING WITH TO AIR SUPPLY PIPE BY WWTP CONTRACTOR. WITH LINK SEAL Ix TYP. a LINK SEAL CONNECTOR CONNECTOR a TYPICAL i Q P1an View 15,000 GALLON PRE-CAST TANK p4 ROTONDO MODEL LWT8x 10-15 72 72 T_r O 7 70 SEWER MANHOLE APPROXIMATE PROFflSEDc . FRAME AND COVER GRADE OVER TANK 2" PVC COND. APPROXIMATE PROPOSED 5• RIM=68.0't WITH 3/8" SUCROSE TUBING GRADE OVER TANK 30" DIA. OPENING ONE EXPLOSION PROOF 10OW LIGHT 68 SEWER MANHOLE (SEE ELECTRICAL DRAWINGS) 68 FRAME-AND-COVER AND ONE ELECTRICAL VOLT GFl RECEPTACLE 32" ID PRECAST CONCRETE 30" DIA. OPENING v SEWER MANHOLE STEPS SEWER MANHOLE STEPS � � GRADE RING 24" DIA. COVER _ae' •• Np 12" O G v AIR PIPE MOUNTING BRACKET 4" AIR PIPE (HEADER) TO REMAIN IN PLACE MOTOR CONTROLLED COVER TO MOUNT TO TOP SLAB CEILING REMAIN IN PLACE � BUTTERFLY VALVE LINK SEAL 5 FEET O.C. TYPICAL SEAL OPENING TYPICAL 66 4_AIR�IP 66 SEAL COVER WITH 1" DIA. _ AIR PIPE �BQTYCT20BBER�01 TYPSEALANT (TYP.) 2" PVC COND. ,a:. •,'. .. . 4 .-° . . ° v - d•. •.-ed • e' a • . p .• .dam . . WITH 4" SUCROSE TUBING .r a• ,d , ' .. ° .• _. . e •a ' a 3" FM --► RECIRCULATION 6 —, r, 6" VENT 2 - 2" FM 64 - O O E 4"DIP _ Y�� 64 < -- -WATER-t-EVEt- ATER-LEVEL f i D I OPENING CORE 5/8" DIA. HOLE AND I=64.05 6" VENT i'Ii 1 (' INSTALL 3 8 TUBING INTO TANK. I=63.8 8" L)IA i , CLAMP 3/""TUBING ON TO SECURE. I OPENING (TYP I I I e SEAL WITH FLEXIBLE SEALANT. 62 _ _ i _ I i 62 1" DIA. AIR I t I I I PIPE, TYPICAL 1 I IJ 0- I I i PIPE SUPPORT 3 "� ♦ o I I 24 O.C. TYPICAL. �d• J m 60 60 • ( No. Revision Date ppvd. AIR PIPE SUPPORT r J 24" O.C. -e AIR DIFFUSER PIPE SUPPORT I Designed by Drawn by Checked by I � TYPICAL u u J 24 O.C. TYPICAL >; CAD checked by Approved by d °. 58 1• M v' S8 score 1/2«=1'-0" Date 01175/02 INTERMITTENT COARSE 4" DIP TEE .v — V NJ 1 '17 1 3 Project Title i i `• °.r° BUBBLE AIR DIFFUSER TYPICAL � � C ��,y�N�r it . Ad •• e ; otzut b -_ d • - - . . . ; .44. . t . • . . • . - - .. • • - :° - - • .' •s- = . = - - . - . •. `° Wastewater Collection & a v • A d° d v d • v° ''d' a '�• .a J. . '�• •v .d s 56 56 Treatment Facility ADJACENT TANK Barnstable, Massachusetts Issued for 54 54 Confgaradon Revisions Drawing Title Anoxic Tank Cross Section. A-A Detail Plan Cross Section B-B Drawing Number i G*Z-2 � y�p R GN7 i F1�tN S 2 0 2 4 'NCH ti Sheet of . 279997 ! 2 4 at�M•p 41 SCALE IN FEET f��sr�nE �,�/ �'� �kAL ESL Project Number • ;► 05162 \05162\m"cl\Wastewater&non2\05162PLOTa.dwg � i I __ IIL III lil II ,I pq Vanasse Hangen Brustlin, Inc. i Transportation Land Development Environmental Services i 101 Walnut Street,P.O.Box 9151 Watertown,Massachusetts MA71 617 9241770•FAX 617 924 2286 29'-10" a 1, 2•-6" TYP. 8" DIA. OPENING WITH v. -A .v•• •a •♦'• • . • d v' - . ' A a a .- • • � . ' :d- • v = ° ♦ - LINK SEAL CONNECTOR, 'a: .♦ -•<. 4 •v .v a' a v: .`' TYPICAL FINE BUBBLE AIR 4" AIR PIPE Ic 10" DIA. OPENING WITH • DIFFUSER, TYPICAL HEADER, TYPICAL TEE (TYP') LINK SEAL CONNECTOR, .• TYPICAL 6" VENT Y • 3/4" PVC SCH80 COND. FOR pH SENSOR WIRING i A A .-- I \ \ 4" AIR PIPE DROP Y! SEWER MANHOLE + MANUAL CONTROL BUTTERFLY VALVE • I FRAME & COVER L __7 _4 fl J - a 24" DIA COVER I 2'-6" O.C. rn'- 2'-6" O.C. I 2' O.r' 1 TYP. � l TYP' I NOTES: 1. PIPE SUPPORTS, HANGERS, BRACKETS AND ASSOCIATED HARDWARE TO a BE CONSTRUCTED OF 316 STAINLESS STEEL. .Jv . .•a• '♦9• • .6 •'d - a •. - •v - ♦. a •v a •• v - - - a ••a a •y .a = ♦d• d I ♦ v ° a. 2. DIFFUSERS SUPPLIED BY ZENON. INSTALLATION AND CONNECTION 0 8" DIA. OPENING WITH LINK SEAL CONNECTOR, TO AIR SUPPLY PIPE BY WWTP CONTRACTOR. W FLUSH WITH SIDE WALL �r 1' TYPICAL 13. a TYP. 1 .r a i Plan View PIPI 15,,000 GALLON PRE-CAST TANK pq ROTONDO MODEL LWT8x 10-15 72 72 70 70 s SEWER MANHOLE APPROXIMATE PROPOSED FRAME AND COVER GRADE OVER TANK APPROXIMATE PROPOSED 5' I GRADE OVER TANK 30" DIA. OPENING 3/4" PVC SCH80 CONDUIT , - - , SEWER MANHOLE FOR NH SENSOR WIRING 68 FRAME AND COVER 68 } n 32" ID PRECAST CONCRETE 30" DIA. OPENING v ONE EXPLOSION PROOF 10OW LIGHT ,, � GRADE RING ' • AND ONE 110 VOLT GFl RECEPTACLE P 24" DIA. COVER SEWER MANHOLE STEPS (SEE ELECTRICAL DRAWINGS) v 12" O.C. 24" DIA. COVER ♦ TO REMAIN IN PLACE MANUAL 66 :. TO REMAIN IN PLACE �EWER__MANHOLE_S�P� BUTTERFLY VALVE 66 . - •-SEAL-COVER- 7"-DI_ . d v TYP. d• • BUTYL RUBBER JOINT ' SEALANT (TYP.) ,♦ AIR PIPE ° ♦ : - v, a �. d 'v v 3/4" PVC SCH80 COND. v• ' • • N 6" VENT '•, •, a - • w . 64 IF 4 - 4" DIP _O 6" VENT d--.- d-nIP 64 (( ) ) (( )) a_WATER LEVEL v 3/4" THREADED COUPLING _WATER LEVEL V -�J-- FOR pH SENSOR (SENSOR = • SUPPUED BY ZENON) I=63.8 ,d M I=63.55 62 PIPE SUPPORT A. ` 62 PIPE SUPPORT r7 d 24" O.C. 60 I 60 H H -1, •I No. Revision Date Appvd. Car , J Designed by Drawn by Checked by v ' ' Y 4" AIR PIPE HEADER a•• 4" AIR PIPE CAD checked by Approved b 58 Scale lw=1'-0" Date 01/25/02 PIPE SUPPORT ♦ a' Project Title 6" 24" O.C. N •° Cotuit Landing M 3" v .a- • .. . _ _ .. . . •. 56.55 Wastewater Collection & 56 v.. .d a ♦ .. y v,. v - d v v°• '° ea. . ti ! v v p !a , •-:s—, --tea—,a• —;-,---�• =•--tee,--•-a v d ' —• 'a � � � a f ♦ e 56 FINE BUBBLE 1 Treatment Facility DIFFUSER SUPPORT, 5' O.C. AIR DIFFUSER HEADER AIR PIPE - Barnstable, Massachusetts Issued for 54 _ 54 Configuration Revisions Drawing Title Aeration Tank #1 Cross Section A-A Cross Section B-B Detail Plan Drawing Number A OZ-3 F ,CIS cis NCH 2 0 2 4 21 Sheet of SCALE IN FEET mmomw 3 4 Project Number 05162 i i \05162kadll&WastewaterlZenon2105162PLOTa.dwg i III l Vanasse Hangen Brustlin, Inc. TranspoLand Development Environmental Services 101 Walnut Street,P.O.Box 9151 Watertown,Massachusetts W471 8" DIA. OPENING WITH 617 924 1770•FAX 617 924 2286 LINK SEAL CONNECTOR. TYPICAL 29'-10" a� 0 III 1' 13'! TYP• A Aid' a FINE BUBBLE AIR 4" AIR•PIPE • 10 DIA. OPENING WITH DIFFUSER. TYPICAL TIEE (TYP-) HEADER, TYPICAL LINK SEAL CONNECTOR, wTYPICAL 6" VENT 3/4" PVC SCH80 COND. e FOR pH SENSOR WIRING A L---i // I 4" AIR PIPE DROP I SEWER MANHOLE I I FRAME COVER MANUAL CONTROL BUTTERFLY VALVE I I & L._ v'I 24" DIA COVER I 2'-6" O.C. TYP. 2*-6' O.C. 2' O.C. TYP. TYP. ' NOTES: II ` v • 1. PIPE SUPPORTS, HANGERS, BRACKETS AND ASSOCIATED HARDWARE TO _ BE CONSTRUCTED OF 316 STAINLESS STEEL. ' ,. Q •e , a •a v �• 2. DIFFUSERS SUPPLIED BY ZENON. INSTALLATION AND CONNECTION LINK SEALL CONNECTOR,0 DIA. WITH W TO AIR SUPPLY PIPE BY WWTP CONTRACTOR. LINK FLUSH WITH SIDE WALL 1• TYPICAL 19. a TYP. Q I Plan View 15,000 GALLON P1� -CAST TANK p4 ROTONDO MODEL LWT8x 10-15 72 72 70 70 SEWER MANHOLE APPROXIMATE PROPOSED FRAME AND COVER GRADE OVER TANK APPROXIMATE PROPOSED 5 OF 68 GRADE OVER TANK 30" DIA. OPENING 3/4" PVC SCH80 COND. 68 EWER-MAN.IiOLE � I. FRAME AND COVER 32" ID PRECAST CONCRETE 30" DIA. OPENING ONE E PLOSION PROOF 10OW LIGHT GRADE RING .i a AND ONE 110 VOLT GFI RECEPTACLE 24" DIA. COVER AJ v SEWER MANHOLE STEPS (SEE ELECTRICAL DRAWINGS) 66 _ 12" O.C. _ _ MANUAL _ 66 _ 24;DLA. COVER TO REMAIN IN PLACE _ Ad TO REMAIN IN PLACE BUTTERFLY VALVE-- _ ' • EAL COVER WITH 1" DIA. 3 SEWER MANHOLE STEPS qTYP BUM RUBBER JOINT �• s v ' SEALANT (TYP.) AIR PIPE ' ' 'a •Q a ;• a av •.a av '• - - 4� • v• 3/4" PVC SCH80 COND. ` .. , ., - ° 64 _ .v 6" VENT ..A •.. . 64 • 0 0 4 — 4 IP ^ — O O O O 6" VENT _(v) 4 — 4" DIP �—WATER LEVEL FOR THREADED H SENSOR COUPLING WATER LEVEL .a SUPPLIED BY ZENON) 62 I=63.55 a • I=63.10 62 PIPE SUPPORT — "— d• 24" O.C. a ,v PIPE SUPPORT a. t 24" O.C. 1 -- No. Revision Date ppvd. � Q • • Designed by Drawn by Checked by J i CAD checked by Approved by 58 4" AIP PIPE HEADER scale IMI=1'-0n Date 01n5l02 —_ _ _ __ _. ___�^— — -. _.�___._ _—__.__—._.___._—..------...__�._.._._.._-•_-� _.__ _... __..____ —�. __ _— .�. _ — . 4�A1�2 PIPE__ _ __ 58 _.—.._._ —._.-_------ ...-•--.--.-- Project Title ., 6" N Cotuit Landing iv a M Wastewater Collection & 56 3" — • 56.10 56 - a - -- . . --- • - _ . ; , ;a; . _ �.� . __ - . - - - Treatment Facility A . A: .e d o . - v • , : - .� e d v •v ' v • .. .- . av 1► ••.4 •. s .d' v a °: :4 .d v' . a 0 v- a a s . d . FINE BUBBLE HEADER A6t PIPE Barnstable Massachusetts DIFFUSER SUPPORT, 5' O.C. AIR DIFFUSER � Issued for 54 _..__.._ 54 Configuration Revisions Drawing Title Aeration Tank #2 Cross Section A-A Detail Plan Cross Section B-B Drawing Number i r •��� tt+ Asti G*Z-4 A CIS 2 O 2 4 &3 27997Hs Sheet of ,. 4 4 f�'STER����'i`` O SCALE IN FEET NAL E�" Project Number 05162 \05162\card\Wastewater7xnon2\05162PLOTa.dwg I I i e e AM Issued for: Groundwater Discharge Permit cotult juandin 9 Date. issued: Jury 24, Zoos izee�evelo m e et ancl Ex a�.si��n 4 Latest Issue,: September 11 , 2 0 0 1 KUUte 2Z5 (Falmouth Ro ad)` Barnstable MarstO116 M116l ) , IV. assachusetts No. Drawing Title Latest Issue GeC-1 Title Sheet 09/04101 Store No . 066 G40C-2 Legend and General Notes 09/04/01 G-C-3 Existing Conditions Plan 07/24101 G*C-4 Grading and Drainage Plat: 09104/01Pond saxrrsras G*C-5 Utilities Plan 09/04101 Vanasse Hangen Brustfin, Inc. GC-6 Treatment Facility Plan and Profile 09104101 � Transportation GX-7 Sewer Profiles 09/04101 = i WASTEWATERENT �� Land Development i Environmental Services G*C-8 Details 09/04/01 site G*C-9 Details 09/04/01 - 101 Wallrut Street, P.O. Box 9151 Waterto::�, Massachusetts 02272 6?7 924 1770o FAX 617 924 228 6 I G.A-I Floor Plan, Roof Plan and Details 09/04/01 �� G.A-2 "Elevations 09/04/01 Locus Map t 1L Feet Owner: G.A-3 Building Sections 09/04/01 C ape Co $u=.i ":enter, LLC y c/o East:- : r; Development, LT.-,' � � � - � � � �c��,�:�� 120 Pre,_1.j_1'�,.6nfta1 Way, Suite 300 G.E-1 Lighting Plan 09/04/01 Woburn, YIassachusetts 01801 G,E-2 Power Plan 09/04/01 Structural Engineer: Applicant.* G.E-3 Symbols, Schedules and Notes 09/04/01 Erdman Anthony & Associates, Inc. The Stop & Shop Supermarket.. Companies GoE-4 I3VAC, Electric and Fire Alarm 09104/01 1 Faneuil Hall Place 1385 Hancock Street Boston, MA Quincy, Massachusetts 02169 617-742-7799 617-770-7193 FAX 61-7-770-6222 G,S-1 , Foundation Plan, Sections and Details 07/30/01 CD G*S-2 * Roof Plan, Details and General Notes 07/30/01 Mechanical Engineer: Cape Cahrit Center, LLC Griffith and Vary, Inc. c/o Eastern Development, LLC � 12 Kendrick Road 120 .Presidential Way, Suite 300ca G*M-1 Floor Plan - HVAC 09/11/Ol Wareham, MA 02571 Wobtim, Massachusetts 01801 g� � � G.P-1 Floor Plan - Plumbing 09/11/Ol 508-295-0050 FAX 508-295-000' 781-938-5602 � b GY-2 Legend, Schedule and Details 09/11/01Engineer.-­ LandryArcl iitect: �Electrical � z y Engineering Advantage,, Inc. Design Group 2 Park Street 389 Main Street,, Second Floor � G-2-1 Floor Plan 09/04/01 Salem, New Hampshire 03079 Boston, Massachusetts 02122 42 G,Z-2 .Process Piping Plan 09104/01 617-288-3969 FAX 617-825-8922 603-890-6414 • FAX 603-894-4358 � � Q G,Z-3' Tank Sections 09/04/Ol �" b\ Wastewater Process Design: . = i G-Z-4 Tank Sections 09/04/01 "` ` qp� z w � � Zenon Envnromental, Ync. � � G*Z-5 Walkway Plan 09/04/Ol 3239 Dundas Street West �o 46-4 G.Z_6 Details 09/04/Oi Oakville, Ontario L6M4B2 ' " 905 465-3030 • FAX 905 465-3050 " I f f I { Vanasse Hanger Brustfin, Inc. Transportation Land Development Environmental Services LEGEND ABBFEVIA►nONS GENERAL NOTES 101 Walnut Street,P.O.Box 9151 EXEf PROP pQ,r PRO? CAI. Watertown,Massachusetts 02471 '--` 27.21 TC PROP PROPOSi=D 1. EXISTING CONDITIONS INFORMATION: 617 924 1770 FAX 617 9242286 PROPERTY LINE 277.15 BCX 27.15 BC TOP & BOTTOM ELEVATION A. BASE PLAN - THE PROPER 1 27.21 TC 27.21 TC MIN MINIMUM PROPERTY LINES SHOWN WERE DETERMINED BY AN ACTUAL FIELD SURVEY CONDUCTED PROJECT LIMIT LINE X27.15 SC- x27.15 BC TOP & BOTTOM ELEVATION BY VANASSE HANGEN BRUSTLIN, INC., AND FROM PLANS OF RECORD. THE TOPOGRAPHY AND PHYSICAL 21.25 21.25 MAX MAXIMUM FEATURES ARE BASED ON AN ACTUAL FIELD SURVEY PERFORMED ON THE GROUND BY VANASSE HANGEN - - - - - - - -- RIGHT-OF-WAY/PROPERTY LINE —fix 2125 �X 2-1.25 SPOT ELEVATION w/LEADER RET RETAIN BRUSTLIN, INC., DURING MAY OF 1997. A TOPOGRAPHIC SURVEY OF ROUTE 28 (FALMOUTH ROAD) WAS - - - EASEMENT x/- x` SPOT ELEVATION w/LEADER PREPARED BY WELCH ASSOCIATES LAND SURVEYORS, INC. THE EXISTING CONDITIONS PLAN PRESENTED _ REM REMOVE IN THIS SET OF DRAWINGS AND PREPARED BY VHB HAS BEEN REVISED TO SHOW THE GAS LINES ANDWill BUILDING SETBACK 21'25 21 X 25 SPOT ELEVATION UNDERGROUND TELEPHONE LINE OF THE WELCH SURVEY. REMOD REMODEL BASELINE 10+00 $ASELINE BORING LOCATION z `f ABAN ABANDON B. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN I `25 ® TEST PIT LOCATION INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVES. THE CONTRACTOR SHALL VERIFY AND/OR-- CONSTRUCTION LAYOUT ADJ ADJUST - DETERMINE THE EXACT LOCATION S ZE, AND ELEVATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. -' -'- ------- ZONING WINE ® TEST - l EXIST EXISTING THE OWNER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES OR INTERFERENCES WITH THE PROPOSED . . 1 . . . . TOWN LINE 13 '° BENCH MARK WORK BEFORE CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY "DIG--SAFE- (1-•888-344-7233) AT LEAST i R&R REMOVE AND RESET 72 HOURS BEFORE EXCAVATING. 1 D 12 GRAVEL ROAD c D DRAINAGE LINE R&S REMOVE AND STACK C. TOPOGRAPHY - ELEVATIONS BASED ON THE TOWN OF BARNSTABLE DATUM. EOP EDGE OF PAVEMENT aD —OD OVERFLOW DRAIN FDN FOUNDATION Rc BC ELEV ELEVATION 2. UTILITIES: - - BITUMINOUS CURB 6"RD s"RD ROOF DRAIN CCB CCB CAPE COD BERM �' 1 "` 1� SEWER LINE BS BOTTOM OF SLOPE A. PROPOSED RIM ELEVATIONS ARE APPROXIMATE SET CATCH BASIN RIM GRADES IN ACCORDANCE. WITH GRADING PCC PCC OHW = OHW. PRECAST CONC. CURB ----• . . — ' OVERHEAD WIRE TS TOP OF SLOPE PLAN CONCEPT_. ALL PROPOSED DRAIN MANHOLES, SEWER MANHOLES, GAS GATES, WATER GATES, ETC., ARE TO _ - -- - vcc vcc BE ADJUSTED AS NECESSARY TO BE FLUSH WITH FINISHED PAVEMENT GRADES. ADJUST ELEVATIONS OF EXISTING _ VERI: GRAN. CURB ���� s"� WATER LINE VGC VERTICAL GRANITE CURB MANHOLES, GATES, ETC-, WHICH ARE TO REMAIN TO BE FLUSH WITH FINISHED PAVEMENT GRADES. SGE _ SGE SLOPED GRAN. EDGING 47FP. 4"FP FIRE PROTECTION LINE SGE SLOPED GRANITE EDGING B. THE LOCATION, SIZE, DEPTH, AND SPECIFlCA110NS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY LIMIT OF CURB TYPE "0 3"G GAS LINE MCC MONOLITHIC CONCRETE CURB SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY, THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC, FIRE ALARM, ETC.). FINAL DESIGN ----- SAWCUT USE USE UNDERGROUND ELECTRIC CC CONCRETE CURB LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. MATS MATCHLINE T T TELEPHONE LINE CCB CAPE COD BERM SEE SHEEP 2 OF 2 FA FA BC BITUMINOUS CURB C. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, sz sw1 FIRE ALARM ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT`DELAY BY THE SOLID WHITE LINE SYL SYL CATv— —CATV— CABLE TV PCC PRECAST CONCRETE CURB CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR SOLID YELLOW LINE N1C NOT IN CONTRACT THE RESOLUTION OF THE CONFLICT. BYLSYL 8YL NPV NO PIPES VISIBLE-- BROKEN WHITE LINE C6 CATCH BASIN D. UTILITY MATERIALS: WATER LINES SHALL BE CONSTRUCTED OF CEMENT LINED DUCTILE IRON PIPE, s` $�L �- BROKEN YELLOW LINE 10DC3 DOUBLE CATCH BASIN SANITARY SEWER LINES SHALL BE POLYVINYL CHLORIDE (PVC) SEWER PIPE. SWc H NTS NOT TO SCALE L swcH! SOLID WHITE CHANNEUZING LINE ®G1 GUTTER INLET TYP TYPICAL E_ SEE ARCHITECTURAL PLANS FOR U11UTY CONNECTIONS ADJACENT TO THE BUILDINGS. sYCHL SYCHL SOLID YELLOW CHANNELIZING LINE D DRAIN MANHOLE APPROX APPROXIMATE DYE oYL DOUBLE YELLOW LINE = =TD= TRENCH DRAIN 3. GENERAL NOTES: sL SL ACR ACCESIBLE CURB RAMP STOP LINE �. PLUG/STUB FES FLARED END SECTION A. CONTRACTOR TO REMOVE ALL EXISTING MANMADE SURFACE FEATURES WITHIN THE LIMIT OF WORK INC!UDGNG FEE v� FES® FLARED END SECTION BUILDING, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY POLES, SIGNS, ETC. UNLESS J T T T STEEL GUARD RAIL LA LANDSCAPED AREA INDICATED OTHERWISE ON THE DRAWINGS. REMOVE ALL EXISTING UTILITIES, FOUNDA11ONS AND UNSUITABLE HEADWALL MATERIAL WITHIN THE PROPOSED BUILDING FOOTPRINT (AND 10-FEET BEYOND PER DRAWINGS 172-1 WOAD GUARD RAIL GREASE TRAP AND SPECIFICATIONS). © . ............. . -------------- PATH' l' CQS CONTROL STRUCTURE ��+. UTHM B. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY'. ALL CONSTRUCTION . TREE LINE CI"i' CHANGE IN TYPE ACTIVITY SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. d ® SEWER MANHOLE F&G FRAME AND GRATE C. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION NOTIFICATIONS -x--�-x- -x-X-X- CHAIN LINK FENCE AND APPLY FOR AND OBTAIN ALL NECESSARY PERMITS, PAY ALL FEES AND POST ALL BANDS ASSOCIATED ---�-- --a- - ��- WOOD FENCE WATER MANHOLE F&C FRAME AND COVER WITH THE WORK INDICATED ON THE DRAWINGS. WG STONE WALL WATER GATE RCP REINFORCED CONCRETE PIPE RETAINING WALL SV � T Sv TAPPING SLEEVE & VALVE VCP VITRIFIED CLAY PIPE .. .. HAY BALES PVC POLYVINYLCHLORIDE PIPE PRESSURE REDUCER ACCMP ASPHALT COATED CORRUGATED METAL PIPE ---- ---- ¢ MINOR CONTOUR `'' '�' SIAMESE CONNECTION HYD HYD CIP CAST IRON PIPE - -2'�--- 20 MAJOR CONTOUR FIRE HYDRANT'W"M wM DIP DUCTILE IRON PIPE T`— —TS— TOP of SLOPE c o WATER METER - { P; PIV HYD HYDRANT # Uri Bs BS BOTTOM of SLOPE = °' POST INDICATOR VALVE PIV PAST INDICATOR VALVE I.,�f . WELL CAP CORRUGATED ALUMINUM PIPE BUILDING - r-, G 0 GAS GATE INV INVERT ELEVATION Eli WEN BUILDING ENTRANCE ;�;: GM - E n GAS METER PWW PAVED WATER WAY �LD LOADING DOCK v UP UTILITY POLE BOLLARD 1 0 ELECTRIC MANHOLE TSV TAPPING SLEEVE, VALVE AND BOX DD DUMPSTER PAD 0 F ELECTRIC BOX COND EN. CONDUIT ch' SIGN ELECTRIC METER MW MONITORING WELL DOUBLE SIGN ' LIGHT POLE P: PM PARKING METER FLOOD LIGHT SINGLE LUMINAIRE 1© PARKING COUNT , DOUBIF LUMINAIRE C10 COMPACT PARKING STALLS TRIPLE LUMINAIRE CROSSWALK ■ „ QUAD LUMINAIRE ' DEP TEAM COMMENTS 4 11 01 1 CONC. PAVEMENT WALL PACK N o. Revision Date ppvd. ` NORMAL PAVEMENT Designed by Drown by Checked by TELEPHONE MANHOLE HEAVY DUTY PAVEMENT CAD checked by Reproved by HANDICAP RAMP �° o TRAFFIC SIGNAL Scale Dote F 1 R SIGNAL BOX 7/24/01 HANDICAP PARKING cLcP FACP Project Title � � FIRE ALARM CONTROL PANEL VAN-ACCESSIBLE HANDICAP PARKING Cotuit Landing I VAN n FIRE ALARM BOX s Wastewater Collection & Detail no. I'I TRANSFORMER PAD A� ARCH. DETAIL (SEE .7y. Sheet no. ARCH. DRAWINGS) 0 Treatment Facility MANHOLE Batbstable, Massachusetts E I UTILITY POLE Issued for m- GUY POLE � HAND HOLE Groundwater Discharge Permit _._. PB PULL BOX 3 l Drawing Title Legend and General Dotes Drawing Number G.C-2 Ncf; H Sheet of 2 Project Number 05162 1..\OS162.1...\'Wastewatr-Zenonc0516? r.dwg 9 � . . . 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SC-5` -- -, `� r Groundwater Discharge- __ -- __�__- - -• __ �_.._- __�.__�' ~�; 'ti .. w_ __ R-74.Q ' I `�-� - arge Permit ._ - _ \ -- \ _-tY i -,'' % I/"'- - +- -�_.__.-.-_.-.-.._..-.-_._. . •�!"_,r•. -- ..-_._.. 4 I'I QO �- _ _'.�.+4_ I - _ _ - 3 .r r I _ ._ .-. `.,-'ram '/-._ \- r` • - , 1. __•, '\ ,. r 1^, ``\ ---z _ ,r - =>=, �, 1., _. -, '`1. t -r J` is - - .:a,:-. - .-- -'+, • % . . _ ,. _ _ •--_� tr - --_\ 1 - J' J` -- _ _.. ._.._. - CONSTRUCTION EXIT 1. . r �' -- \' I 'i 1%2. .i f :•. ` I !' \ ,1 11 �' y�� _..-..--_. _ z, J= r--=="-----_ _ . -, Drowi.t- title :ZZ 'f - - ! --- I \,�\ •`, t ;: J,1I , ,• •,,. --- - _ _ _- - ...±_.._._-.__j-' k`--=-,— CJra(..«,ing and r APPROXIMATE LIMIT OF :WORK / `: }}/ ' tI f - ,.�`�F -' -- --_ i TO B P !/ I `\ d ` , Er � r/r t' t: - '`" `u=a: - E PERFORMED UNDER A _ i F` 3: --, _1 ---- - SPA - I' I., r �'' -„�_'` E RAT F i I�ral�age Plate E OF SITE APPR %OXIMATE : `I - -- OXlMATE LIMIT ORK j' / ' IMPROVEMENTS CONTRACT %` OF W - L ;; ;-'`l_, rj. ;1 /` �_ _ - - _ - 1 TO BE PERFORMED UNDER A -' I`4 /< 5 tI ,; ,,' ~� -'"- , ( rJ _ /7 f' ;r. ____ __ r� SEPARATE OFF-SITE ,`-' >� i i ;' ` �I ff IMPROVEMENTS CONTRACT _ `;,: `t;` y' " ' i',�' ' _ 40 40 • 80 / -r/_-r,-- I i .. 8� ,1 r, _ ti . �;a + i It !�1 - +I t I, /t .I r...� <�` \\ -'' Drawing Number . , �� SCALE IN FEET ;.! r/ [; '\ I'`� f,` t ' I >` . .1 . L ! �;z ;1,1, .,f;, - . I ­,- I ': :::-­=----­z;;z:==::=­� . I G 0 U,4 . . ��;, :. ;, I I 1. 1---- . I I ; i j ': i� : r I " . i I , :,• -v- •,, ii tl I1. . . !' s-'�r•'/'. .i' O _i I 11 I ,'/ �' j ? '✓' \ .2799t Sheet of 1 r,/' , ¢ ! /'- : t l ` i , 11 ,✓,. 'r' �'' i'a+.fit E ;. % � 'i_- '1, t✓•A` I i /-. Project Number . ,_ f ill r1 05162 1 - . I . 05162\..\Wastewater-7enon105162gd.dw., ' - - _ . . . REMOVE EXISTING 10" PLUG AND ��i `" r'l., / t {� . -,- -- � / /-- % �� r/ CONNECT EXISTING 10" WATER I _ MAIN TO N W TER MA►N /J f / , 1`r -��� _ i , J� L1_I t , .` \ I�_ r / 12"X8"'X12" TEE /� (,,, `'- % ? J 2 - 12" GV v f- I . %� .�� % L' 1, , 11 . 7 ,' 17 1 �\ < / / 11 . I ' 7 /QC , �._,wr-- , =___` G ��Y `-'``� `,,, � LtL- `".�.-;. kt k--1 �`J`1` - Transportation / . .1v�J�� ----- • - i - Land Development it d (Environmental Services j f INCLUDED IN THIS CONTRAC +/ 1, " I«fit Gh8 - 1 J"GA5 101 walnut street,P.O.Box 9151 f .� wG--- W12"W -. _ --I wG 12 w ,� tom. / Watertown,Massachusetts 02471 - _ �. iz wG > > -`1 " ' - 617 924 1770-FAX 617 924 2286 . f --,v ry UGT v 1 `,G = i a r . . . I � I I-- 12"X10" INCREASER j//////� �- f 1 - 12" GV ON - j � INCLUDED ­IN:IN THIS CONTRACT CENTERVILLE-OSTERVILLE SiDE : - `` REMOVE EXISTING 8" PLUG AND . E4 sz 1. `•----.t I �`Cr-kt �'rjt�JL CONNECT EXISTING 8" WATER _ r EC., J \ _ t v ` 1 �t 1 fF��•0 �0,` 40 / ` � MAiN TO NEW 12"" WATER MAIN f I . . / - - - rC pp crC, / ►r . 1 / - TfO� �`cT�rI�T . \ I I I . . . . . j : f i�4s.3o RDM as S�p��� I=57.70 CB-19) APROXIMATE LIMIT OF WORK TO BE PERFORMED - - I=57.70 OUT) UNDER A SEPARATE WASTEWATER TREATMENT j DMH-24 1 � FACILITY CONTRACT R 61.8 ``, j I=57.10 BLDG) ----------"--------- ---- - -•----------- (SEE DRAWING G.C-6) L ( I=56.90 DMH- ) _ ` I i=56.90 (OUT} - -- - ------ -- - -- - -- - - - - LS-1 I . _ `'r _ = R=641 1 . 2 2" Pvc ) ZENON WASTEWATER f I MAINTAIN AND ,O _I. _ RC£ MAWS I-5_40 sMH-14 ATER J EXISTING WATER AND CT ` i -� ,50 _ 12_W - _ GAS SERVICES (TYP.) �'IV _ _ - TREATMENT FACILITY I . _ 1. _22,000 GAL E4UALIZATiON UNDERGROUND TREATMENT TANK t0. • � -�� _ `.�30- _ _ - "-12"D ''-_TANK & PUMP STATION SHAtiOw 10 LEACHING CHAMBERS . _ D MW_1 F ` GENERATOR AND ENCLOSURE CB-21 . R=66.0± 8'DiA. _ _ --- - 6- - _ VAULT SHALLOW R=68.5 I= 51_ --- 01 -_ - _ TRANSFORMER PAD ALLO - 3o BDTTO r, I=65.50{pUT) I- 5i.30 BOTTbM I % i 72-0 _ e� PRESSURE DOSING SMH-8 CB-20 1 (`I h' U�� � STATION WITH PUMPS R=67.3 R=68.5 DMH-33 DMH-34 `l`N�J `` I. /N� , R 65.8 I=5.9100 SMH--7) I=56.00 OU 1 R=68 8 R=679 J.�u�����_1 I=57.50 UGE/T, ` V DCB-28 ` f I=6520 (CB-21 I=6380 DMH-33 ��" LD ® _ = R=62.9 I=56.40�SSMH-8} i=649oC C20 I=6370 0 P o DMH-30 - - _ 6 F=5b.3o(OUT) a _ ---Ot�W--'• - _ x v U, ,'$ 4_ T I=5920 OU I I-6470;(011. -„ C,; CH BAStt' U� W,RiStR• � � / ` 11,000 GAL - �r s M R=5o.9 LD SETTLING 6"PVC S ( I z=48.8a DMH-29 TANK D 6• DMH-36 MAINTAIN AND PROTECT a�EXlSTNR HYDRANT �o't�Do���t - u r.y_ GNA BER �,Z� JP ,�. it..f i3p8ri PROTECT '�{ EXISTING LEACH( G qI=48.70 OU - EXISTING GREASE TRAP I - RIM = 64.8 ?, / l / l ` h / R=65 5 INSTA .�U !-_ �---- _---�t F4Ciif 1C I f r- yQ LL 12"-45' BEND , a } _� t -1 TO,BE-M'AINTAINE� � f / ,_ t //// f DMH-29 SHALLOW - . I=s6.50(ouT) J--� -._^,a a -- '� _ �_`Q - t r \ f / 7 ` titG AND CONNECT TO t _ J� ��^'` % ` f DCB-i9 C _ e>` VALVE MANHOLE W-2 Bp,t� ///� r_ R=56.8 _ SMH-14 SMH-14 N EXISTING WATER LINE _ i �� _ --` --12' _:;. c �; I� �, ��i- � � l . / R-so.s 8-S - J- - - - - - _ 13EMOVE & RELOCATE r K t *r ' 4, `�� I=50.10 DMH-28 I=58.70(OUT} R=64.4 -8 S o £XiSl1LVG HYDRANT �1�� - ._12=D ^� '` "� _� _--!- -"^`j, "o,� { I � l / ,� I=50.00 (OUT) i=54.80(SMH-13) -1 A t' -•-•--"65*F-_4 5"=`s2 h ,- l= e t // r/ / r I=54.70 OU DMH-37 i 2-2" PVC � i2"W F �~ _--- -- r - - �" _`,-a-=C� - 7� to - t�. 4 12" PIPE l jf k 1 //- / R=b42 ;? �;at r2 S �__ • r ca, V I t ! t tt II I=56.80 DMH-37 ) FORCE MAINS �YD }J -'� �� - `!- �-���- - f �---6"S^"E °g'` - 5 l 31 \" ; k `�l L (TYP.) . ,f` I o ���LD/N� ��� I=56.50(OUT) 12" LVL HDPEA��L_ �-� --� �---- R=ec.g}�` F �'. 511_Cry 8'S "____--- GASAS METER t w / �'' `�+ .,' `.q q�;G \, S c_' RELOCATE t l r~ ! t ��f--f- -_`�- '`�,_.-- - r =SMH=7��, l ! ;� �_ -- �..C_ i t G�` _n.. 4 a ti l HYDRANT _ STORMCEPTOR UNIT n ��_` -,; R i ` �--8 S A �5^ s_ O^ ! i/ �• /t ^it; '" I I PROPOSED STOP SHOP I �- t ! a��__--� _ _" ���. �'" ,, ,` _ `� s o- , '. c . n N 1 ""- �"G) "��' -�` _ �^ � -2`A` iN. II ASE AE ,: //I j;J!///�// C� a1 � t `, t, _ '`ice ., i2"D ! i -_� t I ,1> 1 ,I. .1, ! 1, / ' I 1r G..- f l : � RC6 4 0 t l 1 i 1 i i I- P. 1 ! Sy1H-8 _ ur' I_ l i;"�'fl// ; �� JS /i' >� S V�ER�AR� 1 I I I i I I L 1-h' 1 I t ` -r- ' � t �� I=58.QO I I HYt" f ! F ! 1 f t I,1 I 1 ! I I I rir ,;��•,;:r :�//%%" � F '�; .r,~ r � 1 ,� I=61.75 DMH-35 '! 1 1I E I I 1 I 1 I s 1 I tINF1LiRATION BASINI 1- / �""�,, r: ; r = - -5 `6 r . ,. : ` 1 Fy !` `t 1 Q 1 11 I i I I 1 i 1 i I 1 I I I i I I I i I 1 1 ( p I!I I25$ CULT)=C UNITS I t i i I: i / �;:,frilf!!L''c fF= 9.4I R=69.1 Kt r S=- )'lir �2 1.000 GAi-- - �-�. 1i FFE = 65.0 DMH-37A to I 1 i I t _. , IN ' 1 I t I I I� UNITS WIDE I i I I 1 I t ® _3-"r.^ ! . • ;'il1iJ/ii,. 'Ir v7, , SMH �• �vG' �J -'I i ' 1 I-6t 50 our) G+ / `�" FF=69-59 SPR, 9 �c GRcASE i, . r R=643-✓-_. .O ta0 DMH-14 1 I 1 E Ilr1I117�UMTS ILO,N-C'rILi�1"r ,i 1 i /' / I/ s- a 0 t , I=63.70 BLDG I--6,S. S FC' r ^S ` `' :12 D -� I=60.00 RD �p ! I I ! 1 �. I i r I / / c� FF= J`•." f. (� c1.�,{!' I 1 I t- J J, � I=63.70 BLDG � � � ! -- R-62S I,.:t -i j SMH-fi I=58.10 OUT) 9 F i Di�H`=35 t- I=57.50 (BLDG) I I I=58.70 DCB-28 I I I 1 11 I i 1 1 j c 1". SET° l DCB-8 1 1 i I t I i! -1 ! i 5MH-7 I R=S3.0 1 r 69- HYD WG". S - 1 I=58.40 DCB-16 I I I 1 i _- l R=632 1 i 1 I , ) /// MAINTAIN AN I I=5800 SMH=5 SMH-4 . / - � !/ I=62-60 (DCB- t ; I=5720 (OUT) 1 I ! 1 l 1 1 1 11 i t 1 1 ,' R=69.2 MAINTAIN AND A t // i'� t. 1 car__ i t I=59.t0 (DCB-8) 1 I 1 I f i I I t I=59.50 (OUT) I I I I i I I t )-% I RE ONNECT f I=57.70(SMH-6 PROTECT EXISTIN(;� ( I= � �G ) PROTECT EXISTING R=68.2 Fiy �o ,c� ='":�' �•z }! j I=6270(DMH- / j;f 'f _ I=61.00 1 I=5840 (OUT} t a�I 1 lif 1 1 I t I I 'i.-' / GA LINE ���� / I=6450 --- SEWER CONNECTEON �g�7S0 pU SEWER CONNECTIONS I=59.10 SMH-3) 9 = ���� �: i i I i! � I:=6200 (OUT) /�' �_ I !i i I I I I I 1 "D 12»D T__ I t DMH-15 I I i I 1 1 t I ,- ; I CF-N `•_� J I=57-50 zOUT}) ; n1; }F=69.54 .r,,//,�I, .� f F=6230 BLDG) ¢`� _ `�. �% a �; G / HYD INFILTRATION BASIN I DCB-i6 , -.s_._ I 1 R-626 I 1 I DL I=59.00 OUT) 1 �srALtOw // /; WG R=623 I 1 I I I=5830 -17 I i 1 1 I!I i. 11 62 FF=69. =69�g ;. �'' ' r•;_<'r f�� SMH-3 S J'SMH-3 ' t l-_ „o DCB-22 �/� �/ 225 CULTEC_UN>T�-- 1 t I I I � 1 1 i i 1 I I FF=69- r /.• /f r 6 I 1 I I=58.60 (OUT) 1 1 f 1 I >s. ( I I I=57.80, i)AIH-1 t t ! 1' / % / /rr` _ --t 1 R=fi6.1 """�` j vie_; Ij. ';r _,1-5-UNiTS WIDE f 1 I 1 t 1 1 I 1 I 1 1 �= I=57 '` t / ; f - t 9 7,� r ) ;;ti R=653 I i tD 1 1 T 1 1 t I ,/ /`r -=--` t I=61.50 SMH-2 00 ^L u' C ` t s F=6280 r `i /' _t , e t DCB-17 tIiI n 1I irII � ,, . J% ___ I i F _ piS; a gym, { 15 UNITS LONG i i 1 I _ /STORM TOR UNIT _--- T SEP pC I',-�- �'"' / / --- 1 1 ! .( I t r^r v+ /; �L7- - t t t s I=61.00(i3LCG TAt•, S' ,Rr,,li AUTO / f� 1 I I R=623 I I I I I go I I p -16 .1 1 !• 1 . a ��,r/ fr t� ) r / I r : Ira..- / /, I. p �---�� I=61.00 1 I t ig 1 L, , , T � SC-1 � F -69,6?1 F" �� I�60.90 jL1 R � % ' lc � ''� / OUTLET CONTROL m 1• I=58.60 0 t 1 _ I y I, I r , / QO / f�/: JO' `RECONN�4 , / x I I 1 i I I i I 1 1 t r I-57.30 DM - 11 °.1 1 ' 4 /! R=66.5 r;f///J ' '/'1;`., �j' < _11 .r T 5t.0 I �.- �J` :,: ECT BUILDING •'l. STRUCTURE !•- i 1 1 i ! I j ( H' 1 ) , / I'=58 60 H-6 - r I` /.1----"` ( r I t I I I[-i rr,I I ,. , r (DM ) -r i `. s- `, c`i SEWER TO SMH-3 i �, _ t DMH-28 / 1 4. 1 I=57.30 DMH-i )1 F I I I ;, 1 ; /1 I,=58.35 OIIn __`�Q-_" i � 9 f i :1 �"'r 1� I. 1 R=592 1 1 1 Y 1 I i ,1 f! - V� \ / g - J $ r L% 1 1=57.10.� l' 1 1 I > %,I/ `.,! r` . RETAIL A / --� ' '° �' / -t f / ; SHALLOW /. MAINTAIN AND PROTECT t f' /f I I=50.80 (FES-2 �° 4"D 4 t I 1 1 1 L 1 I•ri I I,` i 1 1 1 ' 1 i � 5� f!/s �' :<a { OFF trxiP L':;'_.. SKI -r- ! !/ ' > '` t 8"F cn i "D 1� ; '- ;ems EXISi1�tG��/ATER. GAS AND - „� , f'\ ' j t :t DCB6.6 �/�//�fl��' F_5400 t2 OU `J - �� v W v - t �, psi CABLE CONNECTIONS ti.�=� I=641 OU I=56.00WEIR �,%-�, -� �i r*� 4a0 t % R=681 ` 9 R 5 6= L ; v�Ytitiv I % i t ti A. _ _ }� _ rl � 30- LVL 1 t I=59.30(DMH-5) I l- 5;.,' 4' 1 S HDPE /-Lam: f-!�I.-53-t10�OUT) ,-�c* -. ', I �'1. DCB-26 DMH-18 - " 2`#.D 1 -�--24'D I-59.30 OU - `\ -- t I L _.,L >' r , „ . R,a5t.3 R=64.3 DMH-17 2¢"p �n ,i 0 LVL < ® r _ _ 1 c,n_ 1 N CONNECT EXIS7ItVG' ROOF DRAIN FES-27 I=57J (OUT} I I=60.00 IRO R=624 uo • / DMII=7 3 i ` RECONNECT �] j i r:r.. .. , . . L 16"D_I. G 1 / t� R=bS_6 t , �� = ,/ TO LEACHING' CF4MBEf2 WITH I=51.2 DMH-28 4- G I=60.00 (RD I=56.50(SC-2) / , I l GAS LINE r H _�� - 1;, "- t - pi DMH-25 I=56.5a DMH-19 / 1=5785 SC-1) t � t @ -_ _�� + U- U1 HD OWER-AS NECESSARY ` 1 Z ( - I=55.50(OUT} >✓ 2 D WG MW-5 � f ! I=55 60 DMH-2 I-56 50 (OUT) D 0 n,., © ®. «�' F 9S `\ r t, )r o- / I=56.50 TO PRL}0{DEOF COVER). V ( Z \ .r FF`s .`{` a ''-i F' r, F� , 1 ® T I=55.60 ( SMH-13 1 f ,1 r ,� , -) 1 ,, �, c- �� �\ 1 ' t I` T E R=64.0 -=-_---- _ mil!* i :t HYD DMH-5 � ti l'/ i. 4 S lii� L .i i 1aJ7-�� _ __" `` TRANSFORMER PAD v - - "� \ __-___- 4 n R=66.2 ! .i . 1 , j - I N V- = 54.00 n 6- I=57.40 SMH-12 - --._. __-=-='--� ---- -- 1 • - ,f K n III'~ ,' U.� P R 0 f E� /t1 f- in I=56.60 (BLDG) 1 ) - _�__- -, I f --- � -. D ( �--- t.., f ��,�-,4 \ `-�'�r DMH-26 O - � I=61.8 CB-7 p.\ rs"I E J-c f�a � f .�&. f .t' R=61.0 I=56.00 (GT-1} r7 �--' , STORMCFPTDR-t1NTT� 1 1 p DMH-13 ---- l N I=Ss_80 D DCB-5 Y r , / , 12" I=55.90 (oUT} _ GTT-1 ---_-_ I=59.8D ( (o-� `- �`1' /��` ram,: ,` f Rye ti Z=61.00 -_60�x72- i Ra625 1S DEEP t R=66.7 �: ' \ t - --- . t�L: �- _ LI=63.00 (OUT) ��_, : :t SC--2 STDRMWATER i " i? �. �-� ,i: k,r�I' y-�I- �` - .' I=57.00 I=55.30(DMH-25 60'x72-- ,� �`�"" 1 H � Ei � r It3 �l 6 S I=60.00 s . LEACHING � � } I=59_t0 DCB-t � y� � v ��� �� STORMCEPTOR UNIT � I=57.10 OCB-26 -- a - R=b2-J �2� -a^ ! I=59.20 DCB- CHENG�CHAMBER y. �j'� I=55.60�DMH-39 GT-1 I SMH 13 F-FIFE I=56.95(DMH-i6) I 12"D I=5820 DMH 1 LEACHtN R=67.2 ,'.6' DIA DMH-4 ~ '� -=� i '_' = ---�� �./�� SC-3 I2400 (, I=56.60 6"DI R=63.8, 63.6 - _A- I=56.70 OUT) ~- I=57.70 OUT) -FIELD= 1 f ' �� R-61.6 t ) -- • = -=- ( n I=6330 BLDG09 I=55.20 OUT} I=56.45 (BLDG) 6"GIN I=58.60 1-�- , - j 2 D t -�== I=57 30 (30TTOM I `1®�� I=5460 (OMH 26 �" I=6i.00 , Fr=-_=SHAiLOW '+- HALOW ) � I=62.60 DCB-5 I=56.20 (OUT} �` ✓,^� ! i I=5435 (OUT)% LD LD - - DCB-18 rt 4" VENT EN 1 f '� �. _=_ DCB-15 CB-25 _==-'�: ; n ��© n I=6270 CB-6) n DCB-2 ,�'�v.: 5MH-1 i ( , t �cy,� r�- ' NOTES: TO ROOF-� .( --- R=61.9 4 R-627 - --- lr a N �y I=60.80 DMH-3 R=67.6 r;< 1 R=71.St ? �-�' �? _ i- = R=60.6 lr `"` i F--- I=59.40 {OUT) {{ Q I=59.40 (OUT] _ I' N I=60.30 OUT) �� I=64.00 OU J5.3'A I ti', ® ".•.SMH-2 `- ` 11 _ 1. PUMP AND FILL EXISTING SEPTIC TANKS_ FES-22 t I=56_sD( / ------- 1 --- - _ _VENT t E- ( n' a5.00 1 r' ) t"4 R=70.6 I=66.30 r EX) / --- - -- - - ' r' - I=6525 SMH-1 I 66 25;�OU.T}- -^-�� %it r' 2. VERIFY EXISTING BUILDING SEWER INVERTS _ _ --©--- tX) -- - --- - 8» 4-1 ,1 t1�.8o' r-f .' ,. - IF TO NEW SEWER IN T I=50.0 (DMH-21 ® � $" y ) - n 1_ r ` ; DMH-19_'-` _-1#1,_k`✓, a '�� VENT i ,1 � "- r I=65.20 oU _L� , ! ' PRIOR S ALLA-noN. tom, - iv ` ' R=64.3. ' / rl� i---- SH - ! I--- ----- < i � CB-7 0 _ i 'r� tr �: 3 1\`" INSTALL DMH-39 I'- I=so.Da RD) �; / - DMH-12 I W W R=s5.7 N DMH-3 n DMH-2 ; ' = ,4, j�-INSTALL - - sMH-2 ;` --- --=:_ I ? STUB R=60.7 `. _ i I=57.50--�BLDG) �� ^i I DCB 14 T1__1_ R=625 'I "�r� I=6200 OU �.- R-6ZT R=680 1,, =!'�?OSSi3� ;i 1. �. �I� 1;"� ,, I ` . ram.. R=61.9 ��VJ ( ( ?�. t?iJ:rt:?!'::`• r ' a r8" STUB 8 S `` 1=56.80 �10)CB_ CB-3 ) r r~ '_ I=56.50 DMH-18 r i - (DCB-1 t _ _ �A- .t t ;i -_•'__ `�.Y I=59.10 _J I=63.70 4 I=63__6 DCB-2 ,„, i- � SMH-1: _ I=56.50 DMH=20 / 1 I=59.44 (OUT) l =A r;;, ® ❑ r' i i I:, r 1-56.50 1 _ \ I-57.70 - 12"D I=59.20 (DCB-1 _- I-61.OD H-2 ._ Cr'tt;; - _ I=63_70 B-3 u%'x _1\ i s ,' - ~v"`-"- ?1 i - cN ::� =•: 1=59.10 CH-t 72' ;1[ Q - " I UT - > t �_ `f,":. I; ;1 I-56.40 OUT} EX x.�y I I I D 1 60 x `�; t Q.. =61.00 0 } •-`� u=I=6230 (DMH-t F ,, �: IR ! ## o f`DI' `15 D f 12 D f J- ~\ B I=6L80 ou , �- is - ( in 2 I=58.70 RESERVE t (OUT) i MAIN IN AN PROTECT 1 ! _ I_ -I=58.00. 60'x72' I � I� ; O r j f ,n� `- .iU ` - - `�_ z^ I RESERVE ` ISHALOW LEACHING AREA '� (� z C$-6 �' ;°~ ! ! .i 1 , ® �(; EXTS G WA R AND r; ,: I °0 _. i w I I a 1 ; � R=66.7 DCB-33 . y J 1t GAS ERVICE (TYP.) �' I. #:- j I n =~ - -' '"I 61.00 �`i LEACHING AREA i DCB-10 M }.� r� I=63.90 I-6300 . -+s? o DMH=1 I I. $ `;' 5 it - _. - - t I I 27 I r t7 OU FIE-_. . . t f 1<t '. 1 1 G ' ' 1 i j DMH-38A - , ; - R=69.1 f` t, h Y- -' ¢ 1 I=bK rr ri I O I=59.40 (OUT) 4.OQ_• I 6290 DCB-1 , ! 'ti EX SMH '} c`� i M R=60.6 Q ---- - • -----. - ; �1 1 Je r ' ' r N¢1: < t INSTALL I I=57.40 BLDG Y O CAI tJ n •>. =6290 ` i j ��LUG a ,� -J { EXlS71NG BASINS TO r I, oUr) ; '( If I R=71.Ot II r- r�Y -�- ❑ IR _ BE REMOVED TYP 'f !'`' ' /1 "r'� I j I I=66.SOt } f :i P I=57.30 DMH-3I � 6 6'•- 1t O 'R Y'...Pw LCCF+}?vtvS � �' 1' r't' ti"r I=S6.50 �8"OUT} { i : t • 1=5730 (OUT} ) ', s--30„D cO _.-30"D OI 1 !! tiWGI i ® OF S�!riT%RY F;Ir 1 --� S�f. ~! i' _ ',.- � � 1-, . -, ; , a I 1 - r - I 4L \� © , E1 tTY.iC�L) tti . I�F �" ;: # _ L i s ; OUTLET CONTROL . �..� 1 1, C±m �%�ti ©;;. .Cif M iN fA[ EXISTING ri i -71.88 j. i t s +e �.`` DM623 1 '�`�12"D 8»W SMH-LTA 8»W 3 8"W I r 1'I t i ' I ` : i rS 1 I. M I13 NDT'AI AND PROTECT t r ` STRUCTURE o_ DMH-11 8"W F ` tr - L EM 5MH-12 15"D 6"W TYP s , t, i , ' �, `j DMH-20 - - -=�L - R=66.6 - - (. ) _- SMH-ii CONNECT I UIIQ[NG (,, - ;. I=5260(DMIi-20 ; 6"S - -� - -__. ._._ - - - 6-S- - - cv , ft TI HT::T NK AT is t - - I=5250 OU _ R=645 I=60.60 13) _ - - -- - -- -- - -- - _-- - -6"S- - - - - - - -- - - - SM i � � SEWER TO SMH-1 t` __ TIGHT TANK ( T) y I=61.80 �DCMB­ H-1 �-12"D WG ,j j H'- D I`.V, O t` D C NERS I 1�--�'`S=`= 'r t yp I=60.50 (WEIR) H I=59.50 OU i=64.OD BLDG �' , . I - I=60.OD (RD) 1 CB-13 r i ',' -, DMH--33 I=56.50 (DMH-t9 R=652 1 IN o d Q� L; t J \ < t � i R=624 I=5560 (0 HY H - I=57.90 G WG ( I=61.50 (OUT) : D _.. i I: r _% (CB-27} �'" •`a PROPOSED z SMH-1 i t t` R t j,, I=57.90(OUT) 8 W 1 '�`L _`-„-t`j - '�� �' St1ALLOW i w R=66 5 SMH-10 ,r-_ • _ A�L rali,; ( ) G MW-3 Z. = ._; ' e RETAIL D f I=6280 SMH-i0 R=69.1 t .,; , A,,, "W TYP ', ~• %r • SMH-1 ,,_mac. _ - 4 DCB-9r - I"=6290 BLDG ., 0 I :to-t:,•� ,.: i X _ WG INSTALL R=64.8 rv._ 67:8 ✓• " O R=65.5'! - I=S3.50 (BLJ)G D I=SS.00 (BLDG) _ M _r� i' _ram I-64.00, ( � W (OUT) - .aIi � f ND 8" STU$ I=S9.00(sMH-ilA ( } ( I=64.90 OU ;cam ,� _ 8"X8"X8" _` >, - 1 ;^ _ DMH-20A I=6380 OUT I i I=6270 OUiALO Ci•^ y Pf� C ( .':' i R=63.1 I=5B-90 IOU : DMH-10 SMH-11A � = 67.7 e IN CB-4 �� z 6"X8" REDO ER n 11!I '"t r; UTILITY CONNECTIONS - ' � - .;• %�' � DEP TEAM COMMENTS 9 04 Dt �' rl ON$ ==: , , ; I/ Revision I Date Appvd. ' It R=69.0 cr " il // l mot•- 12"XS"X12 TEE r R=67.3 R=67.0 ..3� .,, CB-24 t t' �,. /•- 1 %%1 , l 1 - 8" GV I=60.00 (4 ; � � n.;t, , ------ - ( I L I.=66_SO {OUT} /' / Designed I=60.00 RDD�, r E C`- , �;f� I=6370 CB-12) I=60.90 (SMH-11 G r.:V-_. _ sHALLow R=6a.9 ;f ii �; t by. Drawn by Checked h 2 - ,2" Gv cB-v cICCtE - --- - _ :__ ,L. , t�.:c. -- I=54.60 DMH 20 6250-'DCB:-9 LDS 80 OU t� C$-23 '-` - s � 1 `., R=624 - - D- ( T) s �` " r r� { y t I=5450 (Dl1T) - I=6201?- DUIj H i _� jl rt�� ''tr;. I=6S.30 B / ! I 11 I_. (L .,.,,' Z=58.70(OUT) SHELTER - _ SHALLOW _ - _ --•-- "-`-- i __ - % '- - \ I=6500 U `.�,' -' % r _ _ j } �; CAD checked by Approved by I f - - - `� R=688 V �/ _ '�- 'T _ t� - / I=6fi.30 (OUT)I �_ `-:1�. L .�. _�.''�jr1_ y 1/`t'Y'S DEEP�r„"tr,:-�, 1 �-1.= CB-12 r�-��Y r�� BMW-4 �v U' 6' DEEP ; - i=68 1f �'� - t % r _ r _ f �/� Scale I iy LEACHING CHAMBER - �``R=6fi:7-.. ', t1_- CHING CFIA �' ,, I j I \' f t' ,: n ,. Date W ~�­` R=6S.5 6' DIA. .d I=64.2 (OUT) - '- f I=64.00 8 6 .Di1C -- -_- -- - I�` %i' lt�� t' r rt E j l 1 =44 7/2��1 = r n ; n I=62&t(BLDG) _ 7- I=5B_00(BOTTOM) - __-��- f ,i RC Al C 2"W 'r; ', j- I V J V �) - ? �- Project Titie `;,� ��' I-56.80(BOTTOM}1, t -_ �+ _ "''-_ -•-_-- RETAIL C I�' FF 72:66 _ ti �i � % ' ��� gLanding Z 1 r. ` i cv '� f ------------ ._ •---•--- _ MAINTAIN AND PROTECT,' i - W \ - --�__ i _ t ii =71.8� -- } ®LIA�1. I 1. -%' - ��-- = - - - EXISTING UTILITY ft �7Vs,�•s,,, -- 72.73 'I ?-t;,.7E � t? � t _r p- , 18638 i I ==� ---•.--- - CONNECTIONS I i' "'-' /,."_-,i.' i ° `' �- '. -. ,, . 1 �.SOW ,-, ,�:.,.r:- .,_.• _ _ r.:Jry- --- -- - - �.__ - _ -_- _ ,_ ' ' - _i�j..�'U'�r,•_.� ,�.._ l' `�rZ1 ---, r•ti,�'�'^.- - --•�"� `h V f ` ( " ! !. I; =-^ --�� %- .i. Ater j� �-s�•'( �T L`; - . _. - _. - ... - __�. .fv--. ._ -v,>• - _ �� r r. -�i-. ..COT`A` P �` �� ----�' ; E I 10'DEEf� = r.: V�e\.ri�®� VG.. i ,_.i• � - ...__ ,-�"_ -_.,.. - �7• _ ---• .. . '..=.^--�� _ ,'� 1,•- D'CA .•rir._.., `'`''_l"- V,..':`•P•vJ'.•i Ij I t t 1,+ i� :• - f_� W i ��1. U�v ---rJNld'- ._. _ _ .- _ .. _ --- "_�- - L _ AS LiNE' :^t= `� _ i - ----- --•---' I 5- ri i ot1 J t` `` 6.LEACHING CHAMBERS �, J - ' ` �.-•�� _v1 , ;. 1• �t Lam'✓'�J�./\-- ''1\ -_ .._ ,_. - - ' --.-=--�.'.- - - " .'_-- - `�____ i •r -- •- •- - t • 4 ` �� R=7t.0 8"D1A �� � V f t _. .-. • t, V.`' t . -'� ? 1. - - -- -- -..___ - --- ;' - i _ -- - �1�_-� ..._ Q t it' : ' 3 'w �ti"I= 64.0 (13LDG) ( 1 'y Treatment [Rti!1 H _,•, ivii'. -%�t�r i`� t _-- ty -- F -1 4 jw _ _ r_t G;�t} •-•^_---,,_ _ I I .,. j� »��\._ I= 54 0 (BOTTOM}L r t-- 1. ✓• r_ f t is -._ _ stabl _. ---_,-=-tee, -- .. 1.... _ ___ -- ...-. - - -7 d far v v:- - _ ~-- --_ yam//_- *, t •: 4 �. -- .-. , ssue : -- - - _. _ - -.__.. Y`. �� f sac use s _`;, s ;--ter•-,. ,� I INI . CLUDED IN THIS CONTRACT Iii __ G ---- __..._ _____ _-. - -- ---- -= •�- -- _� _ -� _ `- . 1 ----py�!� ` � ------ = .:_.__ .. ,^ y~` _ _- ��,., �` =,�,� - GroundwaterDischargePermit I i Q kp) SC^5 -. _. r _.._.. _-....__ _ _ ---_ < .-' __ . - - --- _ TER - `_ ,� INCLUDED IN --� -__ - . - -- -- __ s = as°�� . `- - ,t-• '-,, �- _.• ; CE WA WATER-f� - � - __ -_ THIS CON ``TRACT �' --„ ;_._ I fi4 T} U _ .. ___- .__-_----- - - - ___ ___ TRACT ,tte 1 "x � � ; INCLUDED 1N THIS GON�' c^V.wG. __ ___" 2 12"X12" TEE - t� ;• • f _- -- ' " `-_==- z�� Drawing T i2" PLUG - .' K' I� t% �I r • ; = _.. _,... . -- -�- - I �:u EMOVE 6" STUB, : / INSTALL 8"x6"i2EDUCER ; ;; =_ - f -CT �'1 __.__ APPROXIMATE LIMIT OF :WORK ,I AND 8"-GATE;VALVE ------ -�. L �z r` _� _�._._.._-_ -- Utilities an TO BE PERFORMED UNDER A / `� - SEPARATE OFF-SITE !' t s- _-__ 11.1 APPROXIMATE LIMIT OF WORK �` A '- ' -- _ _ /- iMPROVEMENTS CONTRACT / 1 TO 8E PERFORMED UNDER A 1 `ti '' �Ir -` , I . 't f SEPARATE OFF-SITE i,";fit % ;' fl IMPROVEMENTS CONTRACT ' i� - . i � '' 1'fr 40 1 �1 I 1-1 w:%'j•,/ �� rt �;( ` i If i Drawing Number 0 40 80 f - t i rat Ir 't . IC 11 ( ; ;F:7�.. _ -I--- � SCALE iI ! N FEET i 1.!", , '' I' .. :` I, J I : � Ii .. � I; �1 4 {{' �, I ; 11 I il. 1: 11t,F fi i [l G.C-5 p 1 ,I r * ..........., `11 '�,_ __ I . 1 I ! ?�"_ t 11I . _1 ��-; ii i I _ I S -�-_.Iz_`�__�� -- f U f'Io !i . t � . Fr 1 V, ti ;r :E_ jr Ip 1 / r1 LY H -a i t` tom`; ,, ii' ;!� (; { f'I r' J '�r"/.-' _i!i� A .279g,�,{S Sheet of i - i 'i i' 1, i{ 1 ii ��- F0 TTE�RIEW EQ -► , rf. " j !j �;' j ;' ij rt J` f a -_,. �Sl�}AL E�T'��� . .Z . s` I i ,T1 j "i 'Jr/_-�-. � Project Number i I - - . , 05162\...Wastewater ZenoIz145162utdwg _.il --_�- ,. -- � _ _ - i - f e NOTES: APROXIMATE LIMIT OF WORK TO BE t 1 . THE SCOPE OF WORK TO BE PERFORMED/UNDER THE E PERFORMED UNDER A SEPARATE WASTEWATER TREATMENT FACILITY CONTRACT INCLUDES s Vanas'seHangenBrust n, Inc. � PROT �ocq Ti \ WASTEWATER TREATMENT FACILITY ALL WORK WITHIN THE APPROXIMATE LIMIT EXCEPT: Transportation \CTj�N �N �F � ` � � � - � - �, CT1OA \rR7CT CONTRACT LANDSCAPING LandDevelopnaent t ��SrRrCr, \ ~ � f - BIKE PATH Environmental services � `� - PARKING FIELD CURBING - 1oi� \ �� �� � Walnut Street,P.O.Box 9151 .� INGROUND 1 - UTILITY SERVICES (2 WATER, 4 SEWER, GAS, r Watertown,Massachusetts02471 t 66 TREATMENT TANK ELECTRIC/TELEPHONE ETZ TO WITHIN 10' - OF BUILDING) b1792i77o•FAX 6i792a22sb 6 2 2 P VC 1 2 4'x4' ACCESS HAT H \ CE MAINS ,� 2. THE WASTEWATER z • , � ZEN ON WASTEWATER E TREATMENT FACILITY CONTRACTOR AND . THE SITE CONTRACTOR SHALL COORDINATE THEIR WORK � TREATMENT FACILITY TO ACHIEVE AN OVERALL EARTHWORK BALANCE FOR THE - • _ 6 22,000 GALEQUALI ATION ' �' 67 vG �� SITE AND COMPLETE ALL WORK IN CONSIDERATION OF THE . �4 • - =-_: =`= TANK & PUMP STA ION T� � 68 OVERALL PROJECT. 6 7 -: ; ,�;'s • . - �. 6 WOOD FENCE 6. = - %. - , GC ERATOR AND ENCLOSURE Q 4.. VENT `` \ % _ TO ROOF = _=. 4S ,�- VAULT SMH-9 • ' R= 65.8 , TRANSFORMER PAD E .. �• U GE/T _ � ._. 1 �: _S _ - . • '-- _ �,� � �>�. .• : � . . . - . . .. I - 56.40 (SMH-$) ___•.- = _•_..: ~ Y - DOSING G I 56.30 '(OUT) � � PRESSURE DOS � PUMP CHAMBER , SM:H-14 64S R=`64.4 I = 54.80 (SMH 13) x i �T INV.-60 00 �` b I = 54.70 (OUT) 64.2 8 69 0 _ • = I - _ r •'o x64.3 •' �6 65 11 000 GALLON SETTLING TANK - - 4.3 _-Q .. , I N }, yr0 6 BCBITIMINOUS 63.964.5itWG O t. VALVE MANHOLE CONCRETE 1 , PAVEMENT 8S 8S - 36"' FRAME AND 1 6' DOUBLE COVER �' - 12 W LS 1 \2 - 2" P VC , R= 64.1 FORCE MAINS I =55.40 (SMH-9) TO LEACH _. I = 54.30 (SMH-14) z � � FIELD `` 1 -� -� � sn► rc--1��-<' ram: 1$, ` j HORIZONTAL 10 0 10 20 VERTICAL I SEaLE-IN-,FEE- i I I 1 I I f I t { ' ' i 9 ' E1L7 ✓ „Jv L CC; rl`��_r,,' 75 I { 75 I + E E { i i ZENON TREATMENT PLANT !STRUCTURE PROPOSED i I FINISHED GRADE 70 ' `• ; I EFFLUENT 70 FLOWMETER 4" x ',4" 47 VENT ! I � � 4' x 41, � ( ► ( I I i � VALVE STELA I ACCESS HATCH ! ' ` ACCESS HATCH: + &HANDLE ` ELEV.67.5 I E1 Ey.67.5 i I RIM=64.1 t 4' VENT j RIM=65.1 t; I 1 ACCESS HATCH I TO ROOF i I 4" VENT 4" VENT RIM 64.5f x i F I TO ROOF I i-7 ' 65 I - s4s� - - - - - ---- - I RIM $3 8 I i EL 64.5 I- = 64•S 64.D ELEV.64.5 ? 65 (n ; � i � t y � DEP/TEAM COMMENTS ( 9/04/01 i 2" PVC FM -Q 62-25 6" PVC ffffY ELEv 22S _ n Date d. i i ( { + ! No. Revision ppv i 62.0 S=0.02 _ Q Y { { W I (if' I ; I ! i I Designed by Drawn by Checked by I ! : � ~ Z z m �- ; 6" PVC I i I `• CAD checked by Approved by I I Q Q < Q i I > i f 601 ; v- - `u F- ' r-' 3 - Q W I I --� 1 - - I=60.0 j I Scale 11,000 GALLON w � I I x a a i = U .Q I I I -S = 0:02 � i I ' 60 1„=10, Date 7I24I01 SETTLING TANK c� jto r O j O U W �`� ' ' ! H.W. I=57.0 ' I=57.5 I Project Title I I 2-2" PVC Q N �" ; 3 U Q 2-!6-DI ' I i I LLLJ anding Ldg 22,000 GALLON 7- o o I xo i PRESSURE DOSE ON TO LEACHING FIELD -�- I 1 _ b EQUALIZATION TANK - '�' ' w i + ° - Q [ Q Q w _ PUMP CHAMBER I _ Wastewater Collection & 8" INLETS I=55.40 BOTTOM - 55.75 o & PUMP STATION I ° o I I I 4"PVC DRN I t I O I J �ELEV.=5b•0 8- 'INLETS I=54.30 Q 4Low VALVE _ + ; i 55 �'reat�ment i LEA CH I>�1"G-FI FIELD- 0 I z z SUMP = 52.80 ; MANHOLE! Barn Massachusetts _ stable, o i D.I. I t (SLOPE BACK TO 4 i 00 ! t i i \ Issued for III) N to7 I BOTTOM SUMP = 51.00 ELEv.s2.o ' PUMP CHAMBER Groundwater I ? I N I ( j GRAVEL jBEDDING (TYP.) ! I I ! I r discharge Permit 5 °0 -- _ A R RNA W SUMP = 48.6 > I Z W i S ELEV.-51.33 ELEV:=51.5 ELEV=51.33 3 SUCTION f I O RECIRCULATION (iYP.) Drawing Title i LIFT STATION 1 N ° INGROUND TREATMENT' TANK Treatment Facility JI Plan and Prue Op 1 40 1 Drewin9 Number PROFILE F - SCALE: 1" = 10'-0" HORIZ. G,C-6 1" = 4'-0" VERT. � Aro a9g�� y f Sheet o; E 6 _... c 'AL. {7� Project Number 05162 f cacMcl\Wastewater 7,enon\05Tb2'-prof.dwg I I Vaaznasse Haangen Brustiin, .Inc. c'r- _�',- _ c� `j i TiallSpOitatEOII �_ �9= �a a U,J= _ _�" ",- Land Development �� ::E ::E =E ��O �- tI 0. r —M (nm0 u7m0 v�im0 - NO � x= x,0 . . WMII -11 �Ca ve7 �M)Oaa ^N��[O 005 OON13 d O_00 WO S c'no�u�i S�u'�a u`oi S m�i m�i of m ui� o�co"00 ao of cS rn �'"�n O rn �Cn. co N N Ft Co so S�1 0 00 0 0 _ Envimnmental Services S �n co.n 2 ao Ica m 1n 2 m,n =�co ro.0 1 0,ti� m co 11 11 II II 11 It R R R R IE11 R 11 11 11 R 11 "" � �� (n ., 101 walnut Street,P.O.Box 9151 N ac�.«_.... UT�........... � R R R n � R R n R S r ro m 5�co� ��ca i — i ► I ` b atertown,Massachusetts 02471 / , ! 7 9241770 FAX 617 924 2286 72 I I r \ I ( I ! 1 FS'RNGfR�D ! -' ——— — ———11'-"- — — — — f — — PROPOSED GRADE RETAIL B 2"W o 68 'r r 6 s, 64 - 1 "D 64 Ilk :J 60 0 8"PVC �'-) GR SE TRAP INLET 60 � - 4" S SERVICE . 1 56 56 52 I 52 DATUM EZEV 50.00 t0 In O O oa M C4 v I- co O O O1 O O O O d• O O O O O 0 0 0 ro r` r7 L", o 0 0 0 0 0 o w rn rn o 0 0 0 o rn' ton o 0 o a CD o 0 1 i o°'o � uC°i � o 0 0 ri oo to 1p to to o O ai co W ai to Di oD 00 01 w rn 03 00 00 h to rp ui co to to 00 of ai Di cD O to cD O c0 O cD t� r� 1� c0 c0 c0 c0 c0 c0 O _ co cD w co �D to w c� co w cD ca r0 ID M 0 � � ^ 0 j ro I 11+00 10+50 10+00 9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+-00 3+50 3+00 2+50 2+00 1+50 1+00 0�-SO 0+00 I I HORIZONTAL 40 0 40 80 4 0 4 g VERTICAL I� SCALE 1N FEET kx� O Rn m C7 O S S C� 1 , i t ... -. b" W 'cam•' i rn 10 cn N No �cO o S - f? � 7l a �. 00 oo t2 o00o N oo ¢ cn0 cnmm� m=o O v�orn morn oo _ m�,i n 8 11 tt,n n Sm���� _��� _�cocoa rp Nciri�i O.-orn 11 11 I! 11 n Il II li S m co to co so 1 of�ci.r cn� Cn� R u R n � r1 n tt cn M -T i I 2 ' s i ! f•f � � ! � , � ! i j f o I i I I � f PROPOSED GRADE L C ! ! ETAI EXISTING 68 GRADE '•. i I i ! I i V.=68.1 _- -�f�� 68 I 1i1 64 _ __ _ _._____ _.___-_._ _..__� __ ___ — --.- _ 1 �r�, 64 1 i DEP T A E M COMMENTS 9 11 l . c 01 "PVC No. I Revision I Date v 5-D PP d. Designed by Drawn by Checked by 6"P C 2 W 0 CAD checked.by Approved by 60 _ "PVC 6"W 60 Scale As Noted Date -2N01 Project Title i Cotuit Landing - a- LVL 8=w- - L Q 6" i 56 - 87PV� 56 Wastewater Collection & Treatment Facility f Barnstable, Massachusetts 52 — Issued for 52 Groundwater Discharge Permit DATUM EZEV 50.00 co co OD cD I- O a0 cV aD aD O N T to O N nD O N c0 (0 e- � O O O a O p I O r0 N O N I� O Iq r J O d tl O 00 O Il 0! 1A 17 O O O 0 N O d 0! C� sf M a0 N N [� c0 1� N 1_ n 0 LO 17 r'j N N N N rM to t j to [V N ro .4' � O t7 O � n tt')s! to to to 1L7 ll] 1A t0 OD O d aD O CD c0 CL3 c0 cU t0 c0 c0 cD O [D EED EO 00 co to co toto � Drawing Title t0 t0 t0 tQ c0 c0 c0 cfl c0 c0 cD c0 cD CD cD c0 co c0 c0 c.0 CD O c0 c0 00 c0 c0 co c0 to O n ;� n 11+00 10+50 10+00 9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50' 4+00 3+50 3+00 2+50 2+00 1+50 1+00 . . 0+50 0+00 Sewer Pro es i Drawing Number G.C-7 F lea, r j 7 Sheet of 7 Project Number l 05162 cadUdlWastewatCT Zenon105162- rof dw P g I 30" DIA. ACCESS � i 4$` D{A_ MANHOLE i I RNISH GRADE ALTERNATE TOP SLAB(STEEL REINFORCED FOR HS-20 LOADING) VIdnasse Hang'en BrustLlnj Inc. 8- 1 30- DIA f 8` ACCESS '1 -'l Transpoltation Land Development SEE NOTE 5 Environmental Services s•-D'(TYP-) 00 a Cu 101 Walnut Street,P.O.Box 9151 sA3u/w/sn ALUMINUM FASTFND2 W �' -.4 . Watertown,Massachusetts 024.71 THRU Posy INTD TENON. CL c" "' STEPS 617 1770 FAX 617 924 2286 4-ri� U WFR45' WYESEENOTE221/8 WIDE is 2 t/4'LONG TFNDN USE DROP MANHOLE EACH.om TYP_ INLET `• 48` DIA. MANHOLE (MEN.) 4 1/r fL DLL CEDAR POST WHEN THIS DIMENSION NOTES: m g-u oc TYP REMOVABLE CAP IS EXCEEDED z I. ALL SECTIONS SHALL BE DESIGNED FOR N i Farm T2D5 w/13/a' fl Cr 45' ELL/BEND t' ..; .,, WITH CLAYBR BRICKS LAID AARCH.INVERT TO BE STRL'LT17D HS-20 LOADING. ALUMINUM FASTENERS(2-TDP O W s &BOMM RAIL,I-UMDLE RAIL) N W _ STRETCHERS AND ON EDGE. 2. COPOLYMER MANHOLE STEPS SHALL BE i /-1" BITUMINOUS SURFACE COURSE % ° \/\%i\\i\�\ \���\ \ \ram/\/\\ o \\\/\ \�\\� `�\\j \j\\`��`` m ¢ ON EDGE r _G/ LIGHTWEIGHT CONCRETE "•' INSTALL® AT 12" O.C. FOR THE FULL ''� OR PLOWABLE FILL CAST- ° L� SHELF TO BE BRICK DEPTH OF THE STRUCTURE - BITUMINOUS BINDER LAID FLAT E �:•_�- 2 B B ER COURSE • ' :.:�o:•• it EN-PLACE ENCASEMENT AT A SLOPE OF 1"/FOOT 'p :oOp o 0.. o•' p O 9:: ♦'//\' \� AROUNDCOM POSTTM GRAVEL \ \� I / ;• v i 3_ ALL EXTERIOR SURFACES SHALL BE GIVEN . A•:Q.'�_ p O. �•, ... o.. SEE NOTE 4 TWO COATS OF BITUMINOUS WATERPROOFING ' MATERIAL 0 4.O•o p O o c c.10 8` COMPACTED GRAVEL BASE COURSE �' / \� �'\ °- - 6" °°" :' Z FLEXIBLE WATERTIGHT O a. . C O . o'•°o \\�\ '�//\��� . .� =� +� - .� GASKET OR SLEEVE (TYP_) 4. JOINT SEALANT BETWEEN PRECAST SECTIONS ° p• gj Q a Z 6` MIN. SHALL BE BUTYL RUBBER. 0 0. Og0 O :000 0.0 O: Q O U N o•. oa •..o :3 OUTLET / / / NOTES: N 90- ELL/BEND 5. SEWER MANHOLE FRAME AND COVER 1. ALL FENCING MATERIAL SHALL BE NORTHERN WHITE CEDAR, o :<" SHALL BE SET IN FULL MORTAR BED. ADJUST TO GRADE W1TH CLAY BRICK AND SHOWN TO THE DIMENSIONS SHOWN ON THE DRAWING, o N y = '' ` MORTAR (2 BRICK COURSES TYPICALLY, m 12" ;.- ::x, . - ;""L 12- 5 BRICK COURSES MAXIMUM) COMPACTED SUBGRADE 2. ALL FENCE POSTS SHALL BE TREATED WITH "CCA" ON ALL ` - ° < SIDES FOR A DIMENSION OF 3-0* FROM BUTT OF POST_ m' _:•'•!_r s °`-' rn'• Oo�0Qje0o: :r.o 0o Oo no Q� ° °O 8 O, 3. POSTS SHALL MAINTAIN A DEPTH OF 2'-10' IN GROUND AND o . � STANDARD DUTY FLEXIBLE PAVEMENT SHALL BE RACKED TO ACCOMODATE ANY CHANGES IN GRADE 00 O moo°O�o�o O p,r�e o Do O ps GQ g m ep O� vo 4: LINE OF FENCE TOP AND BOTTOM SHALL BE INSTALLED STRAIGHT ��j ' - AND TRUE' ALL POSTS AND FACING BOARDS OR SLATS SHALL BE INSTALLED PARALLEL AND PLUMB. ALL RAILS SHALL BE TBRICK CHIP AND MORTAR - .. 12" COMPACTED OR CEMENT CONCRETE FILL INSTALLED PARALLEL AND TRUE. GRAVEL COMPACTED S. ALL GATE HARDWARE SHALL BE DOUBLE DIP HOT GALVANIZED. SUBGRADE THE CONTRACTOR SHALL. SUBMIT GATE AND FENCE SHOP DRAWINGS TO THE ENGINEER FOR REVIEW. llitulninous Concrete Pavement Sections 3/99 6' Single Sided Stockade Pence 8/99 Exterior Drop Sewer Manhole Type B (DSMR) 3/99 N.T.S. REV LD-430 N.T.S. LD 47fl T.S. Lo.20a MANHOLE RISER W/ SEAL AROUND PIPE HEAVY DUTY FRAME&COVER W/NON-SHRINK GROUT OR COVER TO READ"SEWER- (TYP_) ®ALL PROVIDE FLEXIBLE BONS NOTES: 30' DIA. ACCESS 2 - 2" INLETS 6' OUTLET 1_ BASE SECTION SHALL BE MONOLITHIC_ INV_=62.50 INV.=6225 NOTES; DETAILS FOR REFERENCE ONLY - 7- ALL SECTIONS AND TOP SLAB SHALL BE DESIGNED FOR HS-20 _ j TO BE CONSTRUCTED UNDER LOADING. r T "''' r + 1. ALL SECTIONS SHALL BE DESIGNNED FOR 7s�4 i T- 1 1 HS-20 LOADING. 3- SEPARATE E WASTEWATER 3. CONCRETE SHALL BE A MINIMUM COMPRESSIVE STRENGTH 5000 i 48" DiA. MANHOLE I - PSI, TYPE H CEMENT. 2.COPOLYMER MANHOLE STEPS SHALL BE �1 TREATMENT FACILITY CONTRACT 4. MANHOLE STEPS SHALL BE INSTALLED AT 12` O.C` FOR THE FULL. ALTERNATE TOP SI AB INSTALLED AT 12" O_C. FOR THE FULL DEPTH OF THE STRUCTURE. DEPTH OF THE STRUCTURE N N o iv (STEEL REINFORCED FOR HS-20 LOADING) a 1 6` TEES ^ S. ALL EXTERIOR SURFACES SHALL BE GIVEN TWO COATS OF 3.ALL EXTERIOR SURFACES SHALL BE GIVEN ;o_I �- J CONDUIT SCHEDULE BITUMINOUS WATERPROOFING MATERIAL PAVED AREA LANDSCAPED AREA FiNISH TWO COATS OF BITUMINOUS WATER- ^ <o t-2- NDUITT(TE]...) I GAS BAFFLE 2-2- PVC CONDUIT(CONTROL) 6_ JOIN SEALANT BETWEEN PRECAST SECTIONS SHALL BE BUTYL GRADE _ _ PROOFING MATERIAL ( ') WATtR TIGHT LOCKING 8" 30 DiA. , 8 2-4" PVC CONDUIT(POWER) 4• X 4 ACCESS COVER COMPACTED COMMON FILL ACCESS 4.JOINT SEALANT BETWEEN PRECAST SECTIONS ► :n, - : - •--.. .- _ .. t-3- PVC CONDUIT(LIGHTING) GRANULAR FILL / CLOSE CONDUIT WITH (N-20 LOADING) RIM REV SEE GRADING PLAN 7. PUMPS OFF FLOATS TO BE SET 12"(MiN-) OFF CHAMBER BOTTOM TO ORDINARY BORROW SHALL BE PREFORMED BUM RUBBER. qo 'oiR�oQ0op8:g ca. 8cp og D�Qd�o �a 8w.� cnNnulr SEAL PROVIDE CONTINUOUS SUBMERSION OF PUMP. SEE J� ooa '- ' NOTE 5 _-_____ 5_STANDARD SEWER MANHOLE FRAME AND 0 2-EXPLOSION PROOF 8_ ALARM ANNUCIAMON SHALL BE LOCATED IN THE FACILITY_ Y ``> COVER SHALL BE SET IN FULL MORTAR 100 WATT LIGHTS DISCHARGE PIPE FROM PUMP TO FORCE MAIN TO BE 6' FLANGED 1 `z� --- ` BED. ADJUST TO GRADE WITH CLAY BRICK ..-y5 7-ti` s -� LOAM DUCTILE IRON. w 1 \/ /�!!�\//`/ ! AND MORTAR 2 BRICK COURSES TYPICALLY, 12" COMPACTED GAVEL \/jQ /\/ Z a 7COMPACTED SUBGRADE 6 PITCH TO DRAIN AWAY \ .`\ O I- 5 BRICK COURSES MAXIMUM) 10- 'LOCATE ALL WIRING AND FLOAT ASSEMBLY TO PROVIDE CLEAR o o 'p CL$ C1 DEPTH AND SURFACE U- Q m 1 ACCESS TO PUMPS AND RAIL SYSTEM. . \ TREATMENT VARIES U Section Y.'iV // z I<J +I In r r ' ° 1t_ W DIAMETER ANULAR RING TO BE FREE OF GROUT. o 4. ° \ wN ". ` - --- - -_ 8" MIN. �b ooa , w z ¢F STEPS, SEE :.,. . P�l esN[UMiNUSS 1RINKKNROU�TTSDEPTH VARIES o 0 24_g-O V FLOAT �. LIGHTING CONDUIT � \\ \ V - -------------- 23-8" TO TREATMENT RACK >_ STAINLESS STEEL BUILDING SLIDE RAIL / a o �:. STAINLESS STEEL o - o � WARNING TAPE off/ o 0 0, o \ (WATER ONLY) " W INLET .o \ p _ - NO CABLE SPLICES 8' PVC INLET zlC3 48 DIA_ MANHOLE WATERPROOF CABLE UFI NG CHAIN FLOAT SWITCHES 74 •o 0 L.; '% 2-2 INLETta ----- --- _- INSIDE PUMP STATION e INV 55 M D i I PIPE FROM 5MH a ,� r -T T- 6' OUTLET DE U N e _ `n a cV ; y° cv�= U SEE NOTE 4 I I I I 4 • a_` S •\ COMPACTED W N J' STAINLESS STEEL WATER TIGHT LOCKING U W \� o:: d:' \' BACKFILL ----------- SUPPORT PIPE 4 X 4 ACCESS COVER ¢¢ g' \/ FLEXIBLE WATERTIGHT i :' _ (H-20 LOADING) Q W \\ .::9a FLOATS TO BE ATTACHED o _ Cp \< �� o-Q y/ _.�.,-:. �.;:-:•: \� �' GASKET OR SLEEVE � � AIL e` � p ;,. WITH STAINLESS STEEL CLAMP I Q �a \ °; \\ HAND TAMPED HAUNCHING I C. POLYPROPYLENE4 / \ t I WITH SADDLE / - FORCE MAIN INV.=60_O 2` PVC SCH 80 13b _..a.�:-•o \\/ COMPACTED BEDDING O o OUTLET i Ld p KNOCKOUT I I I I 8' SDR35 PVC INLET INV.- 5540 .a / \ o rn Q ;��:•-'z.x:== _� DIA (�) L------•-E L--- --1 r 8` SDR35 PVC INLET INV_= 5430 a FLANGED PIPE } cc 18 Z W c � HiGH WATER ALARM & �� ! COMPACTED QV) 12 `;G y,; >_ VARIES 4" VENT TO R I IL �� vj 4 VENT TO ROOF LAG PUMP ON EL-53.75 .a 2 -2" PVC TYP( ) E MAINS ew N LEAD PUMP ON EL=53.05 REINFORCED CONCRETE t �Q TORSEf SETTLING TANK SUBGRADE m '. ;j ti 1`r: -. OTES: o : ' 1.PROVIDE OVER EACH OPENING A 26` DIA_ CAST IRON FRAME & COVER �;:'. g :: •o RAISED TO FINISHED GRADE WITH 48" DIA. MANHOLE RISER SECTIONS. . ffi / DUPLEX PUMPS INCREASER '�' k I P p It�✓° �E E ' Q.¢:;.o_.. a°:..:.. :J•-.'•••a.:'._. a"` t v-•CP s-r Pro• o •°'"' ° ' - : 4 "•''': .0- OpA 2 ALL TEES SHALL BE SCHD 40 PVC FLOAT SWITCHES 3.FILL WITH WATER BEFORE REMOVAL OF DEWATERING MEASURES. _ •_ LEAD PUMP OFF EL=4915 4 PROVIDE ANTi-FLOTATION COLLAR AS REQUIRED. ALL.PUMPS OFF/LOW WATER ALARM EL=48.9 ++ SHELF TO BE BRICK ARCH INVERT TO BE CONSTRUCTED o :• .• t2' ` i� Ej LAID FLAT AT A WITH CLAY BRICK LAID AS 5.CONCRETE-5,000 P_S_L MINIMUM STRENGTH 0 28 DAYS BOTTOM EL-47.9 :o• JJJ 8'MIrhJ i2 a"•`: a 6-STEEL REINFORCEMENT - ASTM A-615 GR. 60. ' � v •.a: I•. CONCRETE FILL 8' PVC INLET SLOPE OF 1"/FOQ7 STRETCHERS AND ON EDGE 7•SEAL CONSTRUCTION JOINTS W/1` DIA BUM RUBBER OR EQUIVALENT_ PIPE FROM SMH 9 72' 72- 12r I ( INV•=54.30 12" COMPACTED BRICK CHIP AND 8•SEE PLAN FOR INLET, OUTLET AND VENT ORIENTATION. PLAN VIEtiY GRAVEL MORTAR OR CEMENT 9.SEAL UNUSED KNOCKOUTS W/NON-SHRINK CEMENT GROUT. "/i•" ( CONCRETE FILL •�� ,•�~ N.T.S. COMPACTED SUBGRADE- 10.TANK SHALL BE DESIGNED FOR HS--20 INCLUDING LOADING 12" CRUSHED STONE DUE TO RISERS AND SOIL COVER. 11_DIMENSIONS GIVEN FOR GENERAL INFORMATION ONLY. ACTUAL DIMENSIONS MAY VARY. SEE SHOP DRAWINGS FOR FINAL DIMENSIONS. U61ity'drench 3/sa Sanitary Sewer Manhole(Sly} 3199 11,000 GaIlon Settling Tank lift Station"--I) . 12/99 N T_S. REV LD_300 N.T.S. LD-20G N.T.S. N.T.S. w�99 23 I • CONDUIT . FLOAT SWITCH I W SDR35 INLET NOTES: A DEP/TEAM COMMENTS 9 1 t fl1' i No. Revision Date Appvd. `� 1. BASE SECTION SHALL BE MONOLITHIC. • o I I I 9 Y Drawn by Checked b - FLOW �• Designed b Y 2_ ALL SECTIONS AND TOP SLAB SHAH SIGNED `! FOR HS-20 LOADING_ CAD checked by. Approved by 4T DIA MANHOLE ANTi-FLOTATION CONCRETE SLAB Scale Dote RISER (TYP) AS REQUIRED 3. CONCRETE SHALL BE COMPRESSIVE STRENGTH I INv EI.Ev. As Noted, 7/?A•101 6" RISER & VENT'SCH 40 PVC. OUT=56:LO 4000 PSI, TYPE II CEMENT_ Project Tide INV. ELEV_ 4. MANHOLE STEPS SHALL BE INSTALLED AT 12' O.C. CO1}„.�4 Landing PAINTED BLACK Ltl L WITH BUG SCREEN 17-0` IN=56.4 FOR THE FULL DEPTH OF THE STRUCTURE. 16-0 6' INLET --- -- --- --- - - 6- OUTLE+' PRIM Yew .►VEST TO ROOF 5. ALL EXTERIOR SURFACES SHALL BE GIVEN -TWO Wastewater �o���t1o� QT 6" INLET I i � ALTERNATE ALTERNATE n 6` OUTLET 9 .4 4 o COATS OF BITUMINOUS WATERPROOFING MATERIAL Cx. I t��tNLET OUTLET-fit i FLOW� 0.� v � 6_ JOINT SEALANT BETWEEN PRECAST SECTIONS Treatment �'aC��j VENT - FLOW TWO(2)EXP.PROOF LIGHTS WATER IlWa LOCKING SHALL BE BUM RUBBER. 'J a X•4 ACCESS COVER -"'-- --m.- (100 WATT LIGHTS) (H-20 LOADING) Bamnstable Massachusetts 3• TYP � y �l� c � I � RIM ELEv SEE GRADL4G PLAN �DRAIN SHALL BE SET IN FULL MORTAR BED. ADJUST TO • ( ) 1 1 I I ► 1 i o � PrrcN To DRAIN 7_ WATER TIGHT SEWER MANHOLE FRAME AND COVER > Issued for :a. N Q =• �:\�:\\:/\�!\\/�/j�\1,�'•Y FLOAT \ �� GRADE WITH CLAY BRICK AND MORTAR (2 BRICK BST COURSES TYPICALLY,.5 BRICK COURSES LOAM AND SEED `�__ i�•' ��\\� __- I v - --' a MAXIMUM). Groundwater Discharge Pergnit i i I 1 1 FINISHED GRADE REINFORCED CONCRETE a o I I i ��, > ! I a a wATFxaRooF c w 8. ALL PUMPS OFF FLOAT TO BE SET•A MINIMUM '_ '=-*' _ - ,` \ I MIN- ' T'""-62 ° n NO CABLE SPED LETE'LRw sTEa OF 7" OFF THE CHAMBER BOTTOM TO PROVIDE -= `_ 1---------fir' '------- ---t ----� FLOW ••••�► �Q INSIDE PUMP GONTINUOU 0 LIMP. ' - = CONCRETE BACKFlLL _ a sranoN STAINLESS STEEL S SUBMERSION F P (3,000 PSI MIN.) _� Lr-nNc CHAIN :ti a p•' 'ra :O p,tJ._ .o .. ° STAWLESS STf2 2-PVC aQ 30 DIA OPENING A01ft"0 y`Q °o a. -^ '` = :,•... - R'- ;^X = t7 �P FORM�+AIN scHmulE eo FtiPs 9. ALARM ANNUCIATION SHALL BE LOCATED IN THEDrawing Tftle (TYP) SEE NDTE 1_ Q^' +R' ..lJ:%'0' °?c`• s' :R'(7�: ':Q, 'b•bed d, ' O' FLOATS INV-60.0 FACILITY. CY•• •:' 'o TO BE ATTACHED _ WITH STWN•ESS STEQ_CLAMP //\�/`� 6 /�>� 6' .�`\ \ 7-9"��\�\ 6" \ /�\ WITH POLYPROPYLENE SADDLE - 4 //��� , ./ 10. FACILITY WILL BE EQUIPPED WITH EMERGENCY . •e,. . . -\\i\\•�\.� I o LAG PUMP ON a� 1Z COMPACTED GRAvr'L BMMW ! HIOiWATIIt ALARM F1.-59.55 DRESSER coupuNGS GENERATORS. THEREFORE THE STORAGE TANK Phu View COMPACTED suacRADE o (m') DOES NOT HAVE AN ADDITIONAL 24 HOUR � J FLANGED PIPE EMERGENCY STORAGE_ Dets I n CONNECT TO SYSTEM COMPONENTS LEAD PUMP ON E-=52ss 11. CONTRACTOR TO VERIFY.GROUNDWATER ELEVATION I WHERE REQUIRED Section yzew BY FIELD TEST PRIOR TO INSTALLATION. NOTIFY I NOTES- LEAD PUMP OFF E =5225 I DUPLEX PUMPS ENGINEER IF RESULTS ARE DIFFERENT i 1_ ALL SECTIONS TO BE DESIGNED HS-20 LOADING. ! 12 LEAD PUMP ACTIVATION WILL BE BY TIMER, WITH ALL PUMPS OFF(EMERGENCY)EL-5 r� _ LEAD PUMP ALTERNATING- , 2 PROVIDE EACH OPENING WITH A 30" DIA. CAST IRON FRAME&COVER LOW waTET1 ALARM EL_4sz.o s• RAISED TO FINISHED GRADE WITH 48' DIA. MANHOLE RISER SECTIONS. MIN BOTTOM°-=5i•o %• Drawing Number 3. ALL TEES SHALL BE PVC. ° . o CONCRETE FiLL 0 00 000 0 0 0 0 0 00 00 0 00 0 CO0 00 0 0 0 0 0 o It 00 Co a o o 00 o Oo o o 4 FILL WITH WATER BEFORE REMOVAL OF DEWATERING MEASURES. 8 & �� � cD � 8 8) cy ca S G-C-8 5. ANT!-FLOTAT]ON CALCUEATiONS TO BE SUBMITTED BY ENGINEER. _ Is";dOn View 12' CRUSHED sTDNE �+`A G 4,000 Gallcr>Ir Precast Concrete Crease trap II-Tank Pump Station and Valve Chamber (22,000 Gallon Equalization Tank and Dosing Chamber) g Sheet °f Vent Wipe Detail REV. N.T.S. Project Number 4000Pc-r a $/99 b N.T_S. N.T.S. REV LD_774 ` f F 1��� NRl �� ! 05162 I I \Wastewater-Zenon\05162det.dwg I 1 Vanassc H angcn Brustlin, Inc. Transportation Land Development Environmental Services NOT>=s. l0i Walnut Street,P.O.Box 9i51 I. BASE SECTION SHALL BE MONOLITHIC 36' DIA_ FRAME AND DOUBLE COVER W1 Walnut Massachusetts x 91 1 ! WATER TIGHT LOCKING LEBARON LE385 �� FLOAT SWITCHES / CONDUIT TO TREATMENT BUILDING 617 924 1770 FAX 617 924 2286 2 ALL SECTIONS AND TOP SLAB SHALL BE 4" X 4 ACCESS COVER DESIGNED FOR HS-20 LOADING. (H 20 LOADING) 3 CONCRETE SHALL BE A MINIMUM COMPRESSI II EVE STRENGTH 5000 PSI.TYP 4.MANHOLE STEPS SHALL BE.INSTALLED AT \� L— I FORCE LEACHMAIN C,12' Q- FOR THE FULL DEPTH OF THE '� — I STRUCTURE 6" ►NLET' —— 6' FORCE MAIN AREAS - 5 ALL EXTERIOR SURFACES SHALL BE GIVEN 4" DRAIN FROM TWO COATS OF BITUMINOUS WATERPROOFING MATERIAL VALVE PIT — _ ———— � � 6 JOINT SEALANT BETWEEN PRECAST SECTIONS GATE VALVE' v SHALL BE BUTYL..RUBBER. ,o ___O C ----CHAMBER • 7_ PUMPS OFF FLOATS TO BE SET 12"(MIN_) OFF 6" FO� RCE MAIN � FORCE MAIN SUBMERSION OF PUMP PROVIDE CONTINUOUS ,\ — I I PRESSURE TO LEACH — 8. ALARM ANNUCIATIO SHALL BE LOCATED / 1O_ GAUGE(TYP.) I AREAS IN BUILDING AT MONITORED SECURITY AREA L———— ——— — 9. DISCHARGE PIPE FROM PUMP TO FORCE MAIN \ —TO BE 4 DIP PRESSURE PIPE \ / 10.LOCATE ALL WIRING AND FLOAT ASSEMBLY TO 6' PROVIDE CLEAR ACCESS TO PUMPS AND r // RAIL SYSTEM. 11_ W DIAMETER ANULAR RING*10 BE FREE OF GROUT FUME STATION PLAN VALVE CHAMBER PLAN - TABLE OF DIMENSIONS N.T.S. N.T.S. BENDS B C D E F BENDS 8 C D E F 6" 111/4' 8" 15" 12" 24" 12" 6" 45' 8. 30" 12" 24' 14" CONDUIT SCHEDULE 6" 221/2- - 19 - - 13" 6- 90- - 30 - - 27" 1-2" CONDUIT(EEL) WATER TIGHT LOCKING 8" 111/4' - 20 - - 32 8 45' - M. - 24" 2-3- PVC CONDUIT(CONTROL) V X 4 ACCESS COVER 8" 221/2' - 22" - - 17' 8" 90' - 313 - - 36" 2-4 PVC CONDUIT(POWER) (H-20 LOADING) RIM ELEV SEE GRADING PLAN DRESSER COUPLING TYPICAL 1-3" PVC CONDUIT(LIGHTING) ON FORCE MAIN PIPING 12" 111/4' - 30" " 15" l2" 45' - 40 - - 40" CLOSE CONDUIT WITH RIM — 65.0� 32" 2-21/2' - 35" - - 25" 12" 90' - 60" - - 52" CONDUIT SEAL 2—EXPLOSION PROOF RIM=64.5d_ �/ 100 WATT LIGHTS 30" DIA BENDS \�\ FINISHED GRADE E I ACCESS PITCH TO DRAIN AWAY LOAM 1 ✓ '- \ 1 � GRADE TO DRAIN n_ ------ yi ///��i\✓/�/C✓\ — — ---- 8" MIN Q_�:.�� n�. r:4 a:�' ,•:0 -MIN. TWO (2) EXPLOSION PROOF 100W LIGHTS \\! LIGHTING CONDUIT =. '� UNDISTURBED FLOAT > RACK STAINLESS STEEL SLIDE REINFORCED CONCRETE SOIL TO TREATMENT RAIL SYSTEM .y': PLAN SECTION 1-1 BULLRING -4 STAINLESS STEEL — LIFTING CHAIN v — �/ ——— — ,—FLANGED 6" DUCTILE IRON PLUG VALVE WATERPROOF CABLE INLET ,'� r a,' 6-MIN, MANHOLE STEPS AT 1Z' NO CABLE SPLICES REINFORCED CONCRETE o ElANGED 6" DUX:T1fF IRON SWING CHECK VALVE TABLE OF DIMENSIONS INSIDE PUMP STATION FLANGED PIPE TEES G H L J TEES G H I J " DIP FORCE MAIN p9v FLEXIBLE CONNECTOR 1—W SCH 40 PVC INLET INV.=60.0 2— PRESSURE k ( ) 6" DI FORCEMAIN 6"x 6"x 6" 12" 24" 24' 18" 127x 12"x 6" 12" 24" 24" 18" INV_=56.7 GUAGES(TYP_) INV ELEV= 57.0 STAINLESS STEEL INV ELEV CONTINUOUS 8"X 8 X 6" - " " 12 X 12"X $ - " - 24 � SUPPORT PIPE 8 x 8 x 8" - - 24" 12 x 12 x 12" 36 - 36" FLOATS TO BE ATTACHED '- 56.9 — pLIC14 UP To BY SITE 4" PVC DRAIN SEWER MANIFOLD CONTRACTOR TEES WITH STAINLESS STEEL CLAMP INV.-54.5 WITH POLYPROPYLENE SADDLE =a PIPE 4- PRESSURE PIPE COUPLING T' -£ SUPPORT o \\� HIGH WATER ALARM 4- 4" DRAIN (TO PC) 6" MIN ? 12" 4 LENGTH OF 6' DIP \• \ LAG PUMP ON EL=54 25 INV= 547 a �,%e o ,;;? PRESSURE PIPE FORCEMAIN 'IM_. : '► .. MIN. FURNISH AND INSTALL 2 2 LEAD PUMP O t7..=53.55 ..►••.. G \�� H //t '' RESTRAINED DRESSER COUPLING 12" DUPLEX PUMPS _ — 4" FLAP VALVE 6" PIPING. VALVES AND FITTINGS INCREASER (TRANSITION DI TO C900) \/ /c ✓/,✓ FLOAT SWITCHES UNDISTURBED LEAD PUMP OFF EL-=`La'95 12' COMPACTED SOIL ALL PUMPS OFF/LOW WATER ALARM EL=48.7 GRAVEL BORROW 12- PLAN S CTION 2-2 sorroM EL=4zs s.MIN. NOTES: 12 r _ - FILL 1 -'. '�'�• •�� CONCRETE Fl 1. PROVIDE BLOCKS FOR TAPPING SLEEVES, DEAD ENDS, GATE VALVES, 12 AND VERTICAL BENDS (SAME SIZE AS REQUIRED FOR TEES). 111 PROVIDE ANCHOR RODS AT VERTICAL BENDS AND GATE VALVES. tz" cRusrlm sroNE 2. CONCRETE SHALL NOT BE PLACED AGAINST PIPE BEYOND FITTING. Station Section Valve Chamber Section 3_ CONCRETE SHALL BE 3000 PSI-TYPE I Pmmp Concrete Thrust Block 3/99 Pressure Dosing Station N.T_S. LD_260 N.T.S. P � �• 'ter `' \. %� t :3�.�J��`-.-:{ U tS�` SEE PRESSURE DOSING DETAIL FOR LIMIT OF WORK 9 BY SITE CONTRACTOR FILTER FABRIC � PROPOSED GRADE VARIES 62.5 TO 65.0 EXTEND 3" BEYOND VARIES STONE ALL AROUND 2" RIGID BOARD INSULATION (TYP.) WASHED STONE >< TOP OF STONE 61.58 SEE TYPICAL 2/2" PERF. 1z THRUST BLOCK (TYP.) AT PAVEMENT SECTION 3" VENT 1 3"��" TO 1/2" ALL CHANGES OF DIRECTION 21h"x21fz" ELBOW------, (FULL LENGTH) PVC LATERAL MUIRTTWIMILAA �o ' sy _ - INV. = 60.0 `� =T TRIPLE WASHED PEASTONE f ' BOTTOM OF STONE 59.0 �16- WASHED47TO1STOTRIPLE NE N2 X, 2'A"PVC RISER -L i ♦0,p0 3" VENT LINE (TYP.) MANNFOLD CAP 72' STONE (TYP.) Ito A (FULL LENGTH VENT EVERY i ♦�9ti 3RD ROW - 6' LONG VENT INV. = 57.5 A i ALL OTHER ROWS) — c3' TEE —_—_` _—_—__ _ —_——_—_ _ ————— _—_—_—_ _, L 0 BE CE MA SLOPE BACK TO —— ———_ _ ——— z — (2 F R 1 $" VC SCH 40 x w ER D) I=------- -_._. ---- I PUMP CHAMBER ----------- --- MANIFOLD 6" VENT --- _ _ _ -g� _ ___ T LL OLD INV=57.5 (TYPICAL) MANIFOLD I ---= —---=- = = i ~ __.____ -� s" VENT o 1.5' 3' 3' 3' 3' 3' 3' 3' 3' 3' 3• 3. 3" 3' 3' 3' 3" 3" 3" 3" ------ ----- ---------�- o i ----------- --- MANIFOLD w ( I �>FL. 1 - -_—_-_—-_—_ -—_-_—_ -_ -—-- T W 60' DEP TEAM COMMENTS 9 1i 01 t ------- _------_-----_---- ---_--_ —'--i ' Y—^_—— ———————— = —_�a No. Revision Date Appvd Lil "'——————� `—— ———'— f M �1 �-- " ————_-_ _—_ ¢}-_—_—_— — -� S -- Designed by Drawn by Checked b _-_--_ = =_ _===T-�/ _ _I� _—-—-_-_-- -W y_ E C T! 0 N A A y >— L ----------- -- �, —————— QO ----- I CAD checked by Approved by TT _______ __ _ _ ___________ A VENT IN o j --—- - -—-— -—- 6 90 ELBOW INV=35 (TYP) }'''I -—-—-—-—-—-o M-— ' Scot Noted Date _ — `O - __-__ - __ _72"-2t/z" LATERAL--,- _-_----_— 6 r ---------------- ISLAND ----- --_-------- Q 24/D1 — _ _ N As 7/ I ____ B "XS" INCREASER (TYP.) I — —--—————— __ -t B I .—...".---S=0.000 -- — — — i i --------�.--- ---- J Project Title r�--— -—-—-—-— —__-—- 8"X8" TEE (TYP.) o" --_---_____ , , f ---- .r=_—�__-- L Cotl�]Lt L�C�lI1�g I _--------- —-—- ----------- 1 FULL LENGTH •- - ------ -r- -— -—- - —-—- ,`, /: 'f =-_ -—-—-—_ —--_ -• (EVERY THIRD ROW) Wastewater •s ewater Collection — 0 0 �+ I 0 0 3" PVC (SLOTTED - ASTM PROPOSED GRADE (VARIES 62.5 TO 65) Treatment Facility A PLACE 8'x8'x2"' RIGID L,' 1 VENT [N D-2729 - 2000 PSI INSULATION BOARD ISLAND ) ' OVER RISER ------ ----------ND- 6"x6"x3" TEE (TYP.) B amstable, Massachusetts ———————————————— _ I i I STONE 6- PVC VENT 3" PVC VENT (TYP.) (FULL LENGTH VENT SHOWN - SEE PLAN FOR 6' VENTS) Issued for I I I I p MANIFOLD VENT INVERT = 61.21 0 0 � D_ ® LATERAL_ 1/4 " PERF. AT 4" O.G. (18 REQUIRED Groundwater Discharge Permit I I I I 21/2" PERFORATED ° 0 s CAP SOFFIT ALTERNATING AT 5&7 O'CLOCK POSITIONS I ( I LATERAL 0 0 f LATERAL I I I 0 0 —_. ._Lv I=60.0 ——— —-- CAP ——o———o—— —— 0 0 0 0 21fi LATERAL (TYP.) 60'x72' i 60'x72' I CAP (TYP.) I 6" SOLID PVC Drawing Title RESERVE ] RESERVE I VENT MANIFOLD 3"x21/z" REDUCER LEACHING AREA ( LEACHING AREA I 8"x8"x3" TEE 6"X3" PVC TEE I=57.5 I i I 1 6" VENT END OF FIELD I ! j TO SURFACE Details iC�.$1 I I VENT & E I I I I N D CAP 72- { ------------I DETAIL - � Drawing Number is SECTION B-- B G.C-9 I Dear Field DisrjIbution t0 O CIS Sheet of �,eaChiut,Field d Distribution �, 14 Z9 , N.T.S. N.T.S. ai `�� t ` 9 - �1 ' Project Number ` 05162 \Wastewater-Z,=c N0516 g 2det.dw„ 1 i I I 14 GA. WELDED P.M. 14 GA. WELDED P.M. FRAME GROUT 50LID E--14 GA, WELDED P.M. FRAME GROUT SOLID TYPICAL FRAME GROUT SOLID TYPICAL TYPICAL (2) U. Ga. INSULATED (R-I MIN.) U. Ga. INSULATED (R-1 MIN.) �) HOLLOW METAL DOORS HOLLOW METAL ODOR DOOR SIZE: V-O' X T-O' X 1 3/4" DOOR SIZE: 3'-0' X T-O" X 1 3/4" 14 Ga. HOLLOW METAL DOOR v DOOR SIZE: 3'-0' X C-8" X 1 3/4" PROVIDE HARDWARE AS LISTED - SCHLAGE 915"0 DEADBOLT LOCK W/ ('I-PIN KEYED W/ INTERIOR THUMBTURN) PROVIDE HARDWARE AS LISTED Ix it 1 - HAGER CAST DOOR PULL tt'IN I - BEST CYLINDER LOCK - (1-PIN KEYED EACH FACE) PROVIDE HARDWARE AS LISTED 52'-8' C f MOUNT AT INTERIOR I - BEST CYLINDER LOCK - (1-PIN KEYED EACH FACE) s ENTRY DOORS I EACH - SC:HLAGE HEAD t FOOT FLUSH ENTRY DOOR 4 I1/2'PAIR INRPHAGER x U5266DUTTS - FBBI39 x 9 12' x LAVATORY 1 1/2•PAIR HAGER BUTTS - PBB119 x 4 1/2" x 25,_4. 2'_0. 25'-4" BOLTS AT INACTIVE LEAF 4 1/2 x NRP x US26D F.O. 'C! DOOR: O I - HAGER #835P CONT. ASTRAGAL AT DOORS: O V I - LCN CLOSER - 4UI X CUSHION STOP x AL. DOOR: O I THRESHOLD - REESE ttS4�3A ACTIVE LEAF 24' X 18" LOUVERED f THRESHOLD - REESE ttS4l3A AIR INTAKE VENT 3 PAIR HAGER BUTTS - FBB119 x I SWEEP - REESE #IOIAC 07 A 4 I/2' x 4 I/2" x NRP x U526D I SET WEATHERSTRIP - REESE tt�69A 2'_O. 666666662= 2 - GLYNN-JOHNSON - 'IOH SERIES HOLD -------___-t Q OPEN/STOP SEE HI t JI BELOW FOR HEAD/JAMB DETAILS - 12' C.M.U. . 14 GA. WELDED P.M. THRESHOLD - REESE tt5413A FRAME GROUT SOLID O WALL LIMITS O CONCRETE I SWEEP - REESE tt'IDIAC � TYPICAL T I - WALL BE OW 3'-IV HIGH HANDRAIL ' p - - — — — — — — — — — - - — ALL AROUND. TYP. ! SET WEATHERSTRIP - REESE tt169A DOUBLE GLAZED WINDOW /� - - - ` — — — — — — — — — — — — SEE HI t Jf BELOW FOR HEAD/JAMB DETAILS - - - - IT - 14 Ga. INSULATED (R-I MIN.) /^`` HOLLOW METAL DOOR • DOOR SIZE: 3'-6' X T-O' X 1 3/4' I / I i ;n SHIPS LADDER p RECIRCULATION J I ON IL TREADS p PUMPS. SEE PIPING 1 ! I LLM.U. P 1 DRAWINGS / DOOR AND FRAME TYPES • PROVIDE HARDWARE AS LISTED v '('_O. I SCALE: 1/4"-1'-0" 1 - BEST CYLINDER LOCK - (I-PIN KEYED EACH FACE) r SUMP PIT. SEE PIPING.DWGS. SLOWER RM. 1 1/2 PAIR HAGER BUTTS - FBBI19 x 4 V2" x — v . 4 1/2" x NRP x US26D :V .. DOOR: O 1 - LCN CLOSER - 4111 X CUSHION STOP x AL. THRESHOLD - REESE XS4l3A �W,F DIP I Ww TANK I SWEEP - REESE ttIOIAC I O SET WEATHERSTRIP - REESE 4169A 0> 6'-O' 10'-O' 10'-O" 3• 41_0. t• " X9 �< I/4" x 2'.,x 8' LONG ADJ. BENT STEEL - Z!- WQC ;�°c U� tt STRAP ANCHORS. MIN. OF 2 EA. JAMB. NQ O . . W dW _W I " 1 THRU WALL FLASHING STAGGERED AERATION AERATION , � 4-O 2* AERATION W/ WEEPS a 2'-B" O.C. i N `JX V .. x� lDL= z'L Q P o d =O TANK I TANK 2 = _ GROUT CELL SOLID . : ; -Z �V _WV i O ` d FGALV. STEEL GRATE ILO D u: i C.M.U., TYPICAL RE-BAR EACH r PLATFORM W/ 3'-b" GALV. I 4ng fY ! ' O �7 W tr p-�_� JAMB, TYP. J 1 STL RAILING, SEE SITE DWGS. A-p 1 ullz L STL. LINTELS, SEE I a STRUCT. DWGS. C.M.U. WALL, TYPICAL � C.M.U. WALL. TYP., :'• i V WO v QrL 0 P FINISHES VARY (3) ANCHORS, TYP., fL SEALANT EACH SIDE t EACH JAMB -�- P m� wW X9 P PRESSED METAL (WELDED) r' fLN FRAME. GROUT SOLID. TYP. CONT. SEALANT EACH SIDE. TYP. C4< °D to LADDER O c p 2" m 2' PRESSED METAL FRAME, Cl2 x 20.1 STL. CHANNEL FRAME. p O - 2O`-�" STAIR GROUT SOLID. TYP. LADDER GROUT SOLID 12,-8 CONTAINMENT 15/Ib" t t5/16" 3/4` DIA. STEEL ROD BURGLAR 1'-4' 2'-3" l'-I' 9/ STAIR ts CONTAI E� 3OTANK L• 8'-2" 3/4" BARS a C O.C. EACH WAY - M.O.- WALL DETAIL T rm *� HEAD . Y , JI EXTERIOR JAMB, TYPO �2 VENT JAMBMEAD a � 9 �. �(L cr)Z M.O. PUMP STATION p ILE CONTROL PANEL i 2'X2' VIEW WINDOW. �^ � �_, SCALE. 1 1/2" 1'-0" /f, �I . - 1'-7 , DOUBLE GLAZED !"t SCALE; 1 1/2 1 O A SCALE: 1 I/2"=1'-0. ; 2' DEEP PIPE 45'-O' Qw 3`�' 8' C.M.U. !"t TROUGH W/ GRATE C`n WALL 4O ' OVERHEAD Y.C.T. FLOORING � 1'X2' VIEW WIDOW 0 i DOUBLE GLAZED i EYE WASH LAV. fi L3C X 30" LOUVERED O O 0 B • � � AIR INTAKE VENTv. � F- F.D. f-I/4•)® ' 24" X 24" P WATER NEATER GRAB BARS Q INTAKE VENT BLOWER ROOM " " p no INTAKE VENT -� ROOF CURB SUPPLIED BY � � L�J WALL � N HVAC CONTR.: INSTALLED r O O BY ROOFING CONTR. O R-11 F.G. BATT ' RUBBER OR URETHANE ROD STOCK INSULATION i ADHERED IN PLACEL 1 PROVIDE 2'-0' WIDE X b-O' HIGH X 2' THICK 2 A 'SURE-SEAL' BONDING ADHESIVE SOUND INSULATING �_b. 41-4" 1-8' "ELASTOFORM" FLASHING W/ LAP SPLICE - NOTE: PANELS (SPACE AT PURR OUT WALL 4 'SURE-SEAL' SPLICING CEMENT MAXIMUM INTERMEDIATE VERTICAL GALV. #9 EXPANDED METAL 4'-O" O.C.. TYP.) tO 'SURE-SEAL' INSEAM SEALANT RAIL SPACING NOT TO EXCEED 5'-0" $ MESH SCREENING s ALL (1/2" FROM FLANGE) 1 1/4' O.D. GALV. STL. PIPE A_3 RAIL OPENINGS. SEE DETAIL E z 'SURE-SEAL" LAP SEALANT RAIL: t POSTS - TYP. 3 A-1 �3 i11N ASPHALT ROOF SHINGLES 7 24'-8" 6'-4' 21'-8• %21_11 M.O. w L3/4* COX PLYWOOD ` 0 SHEATHING W/ 15 lb. 'T NORTH FELT BLDG. PAPER ! WOOD FRAMING AS REQ`D.. ri BLOC► PLAN ON CURB OPN'G. SEE STRUCT. DWGS. O SCALE: I/4" I'-O' NOTE: - w EXACT SIZE OF ALL ROOD OPENINGS FOR FANS. HOODS, ETC. \6 g MUST BE VERIFIED W/ HVAC CONTR. - SEE STRUCT. DWG'S 4 0 0 0 0 . 11 0 0 0 0 � tA *� ALUM. CURB rLASHING - ................. .....•....................................................................... • LADDER W/ "SAFE T METAL CO." ..... ......................................................................................... r I CARLISLE DETAIL NO. U-S-D SCALE: 1 1/2"-I'-O" ` AND ASHOP FABRICATED SADDER j/^ O..... .......................................:................................•............... AA 1+ 1 W/ 1 1/4" O.D. HANDRAILS TO :.......... a 4 CLEAR TOP OF GUARDRAIL. .........................................................................I................FABRICATOR SHALL SUBMIT SHOP �•�" DRAWINGS PRIOR TO FABRICATION. ..............................................................I........................... .................................................................................. / ll(J 8" D. X 2'-O" W. STL GRATE ..... ...........................................................::.................. r y_ g TREAD EQ. TO MOD. NO. � �•, • ! V4" O.D. STL. PIPE HANDRAIL ..... ...............................................................:..............� SC-1 BY SAFE T METAL CO. WELDED TO CHANNEL STRINGER ASPHALT ROOF SHINGLES F c Q MCIOx8.4 STL. CHANNEL ..... .............................................. i STRINGER FORMOUNTING ` ..... ...................................................................... HEIGHTS OF r ALL FIXTURES C SEEDETAIL A-I ......................................... ............................... - ......................................... .............................. • FIN. cLG. � . .. ...... ....... . .. .... ........................... I EF-3I I ..... ........ ..... ......... ..................... �.............................. ..... i-F.R.P. /R P. VER - �. ..... .............. ...............SLO..................... 220' X 20' EXHAUST DUCT SLOPE M.R. GYP. ............. ....•.••,,,,•• CURBED OPENING. ............... SEE DTL.. WALL BOARD. ............................................................... A FULL HEIGHT r"� p :.. ..................................................... GRAB BARS AS ! ..... ..............................I....................... r- - i EF-4 i PER CODES � � � 2 x3 MIRROR IN 5.5. FRAME ' ILu I EF-1 I i EF-21 CURBED OPENING, t....................... ..............I........ SEE OTL. - ~ w TOILET TISSUE DISP.. TYP. ...........................I....................... L_ - L - A , t- Q . ........................ 20" X 20' EXHAUST DUCT A-I " w ............................... 2D" X 20" EXHAUST DUCT 10 X 10" EXHAUST DUCT _ —WRAP TRAP t ..... .............................................. N O (14 FIN. FLOOR _ PIPE INSUL.W/ I EL. +64'-b' REVISIONS p 8/15/01 fY C) fY Q ! 2 e 3 CONT. RIDGE VENT cn �W 2'-O" PREMANUFACTURED ` zd , CUPOLA, TYP. ................ . ......................... �I.'0,. 4 rB Ii�TEfi�IOR ELEV. �� .................................... ............I.... ......... 5 SCALE: 1/4'•1'-0" us I m iCLIP ANGLE TO ............................................................................ 1 c0 FLOOR SLAB I i..... DRAWN BY: B.W.M. cr f i cr ...... � 1 LADDER/GUARDRAIL DETAIL CHECKED BY: D.A.C. A ... i Qr SCALE: I/2"-1'-O" ;...... MIRROR ��� DATE DRAWN: l/3/OI SLOPE ;..... DATE ISSUED: 9/1/0I i I Q 12" 54" a SIDE ........................ SL'OPE...................................... ......... . SCALE: AS NOTED b` 42" s REAR :................... JOB NUMBER: 9819 �..... _ u: GRAB BAR """ CHITE T'S.9E ASPHALT ROOF SHINGLES ---- .............................................................. .................... ._.. - Q w 1 1/4' D.D. PIPE GENERAL .......................... .................................................................. Div U AR < T.T. DISP. , Z a- oe RAIL AND POSTS ACORN NUT NOTES .. ..... . .... ..... . ............ ................... = cv •� r I/4' � BOLT s I .............. .. .. . ............ ............. ..... ... ..... ... � ' J 2'-O' O.C. ..... .... . . ;.. 4 � ^ it. SEE STRUCTURAL DRAWINGS FOR SIZE AND TYPE o I" x I/8" STEEL OF ALL STEEL FRAMES REQUIRED FOR ROOF . ... ..... ` 1p 3'-O" BAR FRAME (PAINT) I` x I/e' STEEL OPENINGS AS WELL AS THEIR LOCATION ..... ...... . ....... ...... ..... ........... . .............. . .. ......... . ... . .... NOTE: WELDED TO PIPE BAR STRAP BOLTED (L MAX. FRAME TO FRAME ...... VERIFY ALL MOUNTING HEIGHTS WITH ALL FLUE HOOD t FAN SIZES INDICATED ARE i APPLICABLE BUILDING CODES EXPANDED METAL ROUGH OPENINGS THRU ROOF. VERIFY SIZE AND .. ......... ............ ..................... ... . . c<i MESH (PAINT) LOCATIONS WITH HVAC CONTRACTOR. — ------..-_ _ - -__ _ .. ........ . .. .. .. .. NGINEER'S SEAL � � PLUMBING VENTS (BY PLUMBING CONTRACTOR) ~ rC**'� MOUNTING DETAILS ARE NOT SHOWN FOR CLARITY. DETAIL FOR NUMBER AND # CATIONSO SEE PLUMBING O DRAWINGS.- SEE DETAIL .THIS SHEET FOR FLASHING CL .� SCALE: 1/4"-l'--O" .�� SCALE: 3" = 1'-0" p CONDUIT A DNELEIPE OPENINGS CT. DRAWINGS.ARE SHOWN SEE DETAILOTHSLSHEET, 2 �00F PLAN FOR FLASHING. SCALE: 1/4' = 1'-0" EXACT SIZE FOR ALL ROOF OPENINGS FOR FANS. W HOODS. ETC. 15 TO BE VERIFIED W/ HVAC CONTR. Q . 0 . F- SHEET NUMBER O J tI f _ g a w ' 4 PREMANUFACTURED CUPOLA EQUAL TO STANDARD MODEL #42-C W/ U151-H WEATHERVANE BY WEBB CO. AS DIST. CONT. RIDGE VENT BY THE BROCKWAY SMITH CO.. ANDOVER. MA TOP OF RIDGE EL. +92'-2" CONT. RIDGE VENT ASPHALT SHINGLES OVER 3/4" EXHAUST DUCTS. SEE CDX PLYWOOD SHEATHING MECH. DWGS. E ASPHALT SHINGLES OVER 3/4" CDX PLYWOOD SHEATHING 12 LI Liu Li A-3 PAINTEDWOODD RAKE TRIM, IX6/IX3 WOOD FASCIA TRIM A LT IT I TOP OF MASONRY EL. +80'-6' TOP OF MASONRY I INTAKE VENT W/ 'IX6 WD. TRIM. PAINTED. TYP. iv FLUE OPENING a 10'-6" A.F.F., SEE MECHANICAL DWGS, (3) TYP. CLAPBOARD SIDING ON METAL FURRING F-=1XI2 WOOD HEAD TRIM CLAPBOARD SIDING ON METAL FURRING IX12 WOOD HEAD TRIM IX6 CORNER TRIM. PAINTED / \ O \ FINISH FLOOR EL. +44'—G FINISH FLOOR EL. +H'-6" NEW IX6 DOOR TRIM, PAINTED IX6 DOOR TRIM. PAINTED LOUVERED INTAKE VENT W/ IX6 WOOD TRIM, PAINTED, TYP. �\ O rl'I SOUTH E1.E�/�►TIOAt 2 EAST ELEY�4T101\l "-Z SCALE: i/4"-I'-O' �� SCALE: 1/4"-1'-0' 0 w � N W � V - PREMANUFACTURED CUPOLA, TYP. EXHAUST DUCT, SEE CONT. RIDGE VENT Lam,-' J MECH, DWGS. TOP OF RIDGE n• EL. +92'-2' _ r r�Z71 CONT. RIDGE VENT Y EXHAUST DUCTS. SEE MECH. DWGS. GA EXHAUST DUCTS, SEE rtr' MECH. DWGS. ; E: 12 �-IX12 WOOD HEAD TRIM --a ASPHALT SHINGLES OVER 3/4' 7 CDX PLYWOOD SHEATHING cope, E ASPHALT SHINGLES OVER 3/4" CDX PLYWOOD SHEATHING FALSE DOOR W/ IX6 WOOD � e lf If if TRIM, PAINTED A-3 11 PAINTED. TYF)� RAKE TRIM. ti t IX6/IX3 WOOD FASCIA TRIM ' - TOP OF MASONRY EL. +80'-6` 1 i I I ' TOP OF MASONRY - - EL. +80'-6` w i J I F- w v - F (z w i Im INTAKE VENT W/ IX6 WD. N �o TRIM, PAINTED, TYP. - REVISIONS - FLUE OPENING s 10'-6" A.F.F.. SEE o O 1 8/15/OI - MECHANICAL DWGS., (3) TYP. - - 6 w Ln - - - 2 N CLAPBOARD SIDING - --- — - -^ -_ - - - -- 3 C ON METAL FURRING -_ �- _ - -�i - ON METAL FURRING - �-�--- IX12 WOOD HEAD TRIM 4 O ---- CLAPBOARD SIDING _ Ir IX6 CORNER TRIM, PAINTED LL LOUVERED INTAKE VENT W/ DRAWN BY: B.W.M. J IX6 WOOD TRIM, PAINTED.oe , TYP. CHECKED BY: D.A.C. f Q LOUVERED INTAKE VENT W/ \ DATE DRAWN: l/3/OI O D O IX6 WOOD TRIM, PAINTED, TYP. i - -- -- FINISH FLOOR FINISH FLOOIR �� -"-' __.. � DATE ISSUED: 4/4/OI U FINISH FLOOR Q EL. +41'-6' -_- -- - Q SCALE: AS NOTED JOB NUMBER R Ig LL IX6 DOOR TRIM. PAINTED ARCHITECT'S EAL M �� E NORTH ELEVATION _2 WEST ELEVATION � SCALE: i/4"=i'-O" o '- SCALE: 1/4"=1'-O' Ty SSPv � 0 1= NGINEER'5 SE F- O 0 t ui Q o - O SHEET NUMBER E GAm2 E - `1t I w TOP OF: RIDGE TOP OF RIDGE EL. +92-2 EL. +92'-2' x w 12 12 c� I ' 'oop ♦ ` F TOP OF MASONRY Et. +80'- TOP OF MASONRY t' I I I - EL. +80"-i' I I I I P.T. WOOD TRUSSES, SEE STRUCT. DWGS. I I I P.T. WOOD TRUSSES, SEE 5TRUCT. DWGS. I (USE S:S. CONN. PLATES) _ (USE S.S. CONN. PLATES) ' i I i I I I I I PLYWOOD" FRAMING. BLOCKING. C. SHALL BE FIRE - I I RETARDANT TREATED. TYP. I 2XIO WOOD JOISTS a 1'-4' O.C. I I I W/ 3/4' CDX PLYWOOD AND ALL WOOD FRAMING, BLOCKING, R-30 F.G. BATT INSULATION PLYWOOD, ETC. SHALL BE FIRE RETARDANT TREATED, TYP. I I FINISH CEILING I I I C.M.U. WALLS, SEE SECTIONS EL. +12'-i' ' � SIM. I I I/2' M.R. G.W.B. i A-3 BLOWER ROOM GALV. STEEL LADDER _ / I 2'-O" WIDE X 6'-0" HIGH..X 2" I METAL GRATE OVER 3'-C HIGH GAURDRAIL I ,4 I AND PLATFORM. SEE �.. �.�.. THICK SOUND O.0 INSULATING PANELS I PIPE TROUGH / I A-3 I SITE DRAWINGS 3'-C HIGH GAURDRAIL AT C.M.U. WALLS. SEE SECTIONS I I i CONC. FLOOR SLAB, I SHIPS LADDER I I CONC. FLOOR SLAB, G LADDER i SEE STRUCT. DWGS. a SHIPS°• FINISH FLOOR o:,'. I I SEE STRUCT. DWGS. DOWN , FINISH FLOOR I I M I DOWN Et. +c4'—c I : . . .: : INFLUENT ANOXIC TANK .` EL. +64'—c• q AERATION TANK I I / o6 — — — — — / ° CONCRETE TANK WALLS, ' CONC. FOUNDATION WALL, SEE STRUCT. DWGS. °' ' < CONCRETE TANK WALLS, s ' P• SEE STRUCT. DWGS. 00 CONC. FOUNDATION WALL. .v SEE STRUCT. DWGS. %' o•, SEE STRUCT. DWGS. ;,.. CONT. P.V.C. WATERSTOP, TYP. Q65) - CONT. P.V.C. WATERSTOP. TYP" { 1 SOT. OF TANK BOT OF TANK 1. ' s o: , o EL. +5!'-D' s. ... °.• . . ..A � IF BUILDING -SECTION 12 2 BUILDINGSECTION EM4 SCALE: I/q"-I'-O' SCALE: 1/q'-1'-0" z v� o W PREMANUFACTURED P.T. WOOD TRUSSES PREMANUFACTURED P.T. WOOD TRUSSES O •� e 2'-0' O.C. W/ S.S. FASTENERS e 2'-0"'O.C. W/ S.S. FASTENERS ASPHALT SHINGLES OVER 3/4' ASPHALT SHINGLES OVER 3/4" CDX PLYWOOD SHEAT{+ING CDX PLYWOOD SHEATHING (2) 2XI2 WOOD SILL PLATES W/ (2) 2X8 WOOD SILL PLATES W/ 1/2' ANCHOR BOLTS * 4'-0" O.C.. R-30 F.G. BATT INSULATION STAGGERED R-30 F.G. GATT INSULATION 1/2 'ANCHOR BOLTS s 4 O. O.C., W � 00 w 6 v MIL POLL" VAPOR BARRIER 6 MIL POLY VAPOR BARRIE STAGGERED R N PAINT WOOD FASCIA TRIM, PAINTED, TYP. PAINTED, TYP.FA IX6/IX3 WOOD FASCIA TRIM, TOP OF RIDGE DR PTEDGEAL Icy EL. +92'-2' Y YYYYYDRIP CONTEDGE Yyyyyy AL TOP OF MASONRY EL. +80'-,V V V 5/8" 'DENS-GLASS GOLD' SOFFIT BD. L 5/8' 'DENS-GLASS GOLD' CEILING ON IX3 FURRING s 1'-q' O.G. SOFFIT BD. CLG. ON IX3 �-- 5/8' 'DENS-GLASS GOLD' � Q 5/8" GOLD' SOFFIT BOARD W/ ^ 12 SOFFIT T BOARD W W// WOOD FURRING I' q" O.C.3" CONT. VENT STRIP 3" CONT, VENT STRIP • \—IX(.IX WOOD TRIM, PAINTED 7 6 WOOD TRIM, PAINTED 12' PLAIN FACE C.M.U. WELD (N PLACE RAIL 12' PLAIN FACE G.M.U. BOND BEAM, SEE POST TO POCKET BOND BEAM, SEE STRUCT. DWGS. I I 5TRUCT. DWGS. E PRE-PRIMED WOOD CLAPBOARDS OVER "DUPONT' TYVEK BLDG. WRAP ON 1/8' 6" DEEP STEEL RAIL POST POCKET AND METAL FURRING a 2'-0" O.C. BRACKET, TYP.. EXP. (PROVIDE ALTERNATE TO SU55TITUTE "HARDIPLANK" BY / BOLT TO CONC. WALL IN LIEU WOOD CLAPBOARDS)� JAMES HA BLDG. PRODUCTS TOP OF MASONRY G 12• PLAIN FACE C.M.U. WITH KORFIL' INSULATION I OFAMASONRY.T TYP. lu DORI0 WALLMA ONREVER PRE-PRIMED WOOD N LP.T. WOOD TRUSSES, SEE STRUCT. DWGS, I CLAPBOARDS OVER "OUPONT" I OTHER C.M.U. COURSE FULL p (USE S.S. CONN. PLATES) I I TYVEK BLDG. WRAP ON 1/8 I METAL FURRING a 2'-0" O.C. HT., SEE STRUCT. DWGS. UI (PROVIDE ALTERNATE TO V SUBSTITUTE' 'HARDIPLANK" BY } DST DETAIL I JAMES HARDIE BLDG. PRODUCTS I IN LIEU OF WOOD CLAPBOARDS)—� I I I W I Q SEAL INTERIOR FACE OF MASONRY, TYP. SCALE: I I/2" I'-Ow SEE STRUCT. DWGS. W w 12' PLAIN FACE C.M.U. WITH FOR VERT. REINF. FILL W I KORFIL INSULATION AND REMOVE EL O CORES SOLID W/ GROUT � 2XIO WOOD JOISTS S 1'-4" O.C. I U REINFORCING L INSUL. Z W/ 3/4' CDX PLYWOOD AND 5 I s R-30 F.G. BATT INSULATION U I 0 A-3 FINISH CEILING I I I p w i O GALV. STEEL LADDER AND I � tq f t� I EL, +l2'-i' I �PLATFORM, SEE SITE DWGS. . � � P EXTERIOR I INTERIOR t- !Z q SIM, 1/2" M.R. G.W.B. oWc INTERIOR EXTERIOR 110 A-3 LAVATORY / I o 0 DUR-O-WAL MASONRY I REVISIONS e/15/Ot 3'-V HIGH GAURDRAIL T HORIZ. WALL REINF. EVERY � I PURR OUT WALL q" '--EF.R.P. OVER I/2" , � OTHER C.M.U. COURSE FULL Ij HT., SEE STRUCT. DWGS. M.R. G.W.B. C.M.U. WALLS, SEE SECTIONS - �1 1 I 1 1/4' O.D. STEEL PIPE I 2 jj ` SEED TAILTS, TYP. 3 9 R-11 F.G. BATT INSULATION I CONC. FLOOR SLAB. I !I EI SHIPS �I I t3 )c SEE STRUCT. DWGS. �I. LADDER 1y SEE STRUCT.- REINF.FILL I q t I DOWN !' 4 I CORES SOLID W/ GROUT A-I FINISH FLOOR I i THRU-WALL FLASHING �7 I �1� AND REMOVE CELL INSUL. I �� I Q' EL. +i4'-G a v.. . .'• t l REINFORCING-- f ; 5 " -r 1 `�` -?-1 � I ( W/ WEEP HOLES % !' .'' / I ( ( I 2'-8 O.C. 13 j �J .'v I CONCRETE TANK WALL. a; CONCRETE TANK WALLS, e. DIP TANK Ir �( SEE STRUCT. DWGS. ` ( / �� \� N FOUNDATION SEE 5TRUCT. DWGS. r '� " DRAWN BY: \ CHECKED BY: D.A.C. CONC. OUND TION WALL, G D G !; , ;,. ,! � i / i I i B.W.M. SEE STRUCT. DWGS. THRU-WALL FLASHING I j i [�\� ,X, ,A; --- W/ WEEP HOLES I %� \j x I ; DATE DRAWN: 1/3/01 a 2'-8" O.C. ! :{ \�` I I I f j I n 1 t U 1/2' HIGH 'R' RIGID INSUL. I rk 7 ' ! ! I. p• I DATE 155UED: 9/4/0I Q ° li FINISH AS SCHEDULED v ; ! Kx� ! I I ;n• - _ SCALE: ASNOTED �; OVER CONC. FLOOR x• i t- i` SLAB. SEE 5TRUCT. DWGS. i I 1/2' HIGH 'R' JOB NUMBER: 9810 Q 1��1{ • -.` FIN. GRADE, SEE- SITE DWGS. I - I � I I � •I . — ! p , RIGID INSUL. LL FINISH FLOOR ARCHITECT'S �I d. EL. +64'-t I !t p, y '. s STEEL STAIR W/ , a ? E tee, NO-SLIP FIN., TYP. - " "o S %T Q BOT. OF DIP TANK ! 11 0 �! lio': r ,'tE z EL. +53'-i' __ - SEE SITE DWG S FOR �� l y Z o t 'c' —_`__ ��I 1 - I. GRADE DETAIL Q`� Q ' ., ,. I -- ; CONT. P.V.C. WATER5TOP. TYP. 6 MIL POLY F I p p' :� . � ' III—I� VAPOR BARRIER Ik MIL.• ! i! I DOWN I -I VAPOR BARRIER BOT. OF STAIRS p. (III=II{l. COMPACTED FILL TYP. Ilf=l o.•:' : EL. +51'-0' A II{I SEE 5TRUCT. QWGS. 0 I - __ _ --_ _--� 'A-3 I�III II COMPACTED FILL. TYP.. U' . ° ' SEE STRUCT. DWGS. co ' I'. S ; P ' ,'o` I I/2" RIGID POLYSTYRENE a ! •I�I I T ¢•S INSUL. CONT TO TOP I Q 1 1/2' RIGID STYROFOAM SUMP PIT OF FOOTING GINEER'S SEAL cv 36" DEEP X SO" DIA. i .• • . OF FOOTING ! ': INSUL. CONT TO TOP _ uj BOT. OF SUMP PIT .' _ s I0' CONC. FOUNDATION 33UILL�Ii�C� SECTION EL. +48'-O• ' ; —.—_ °.: :. b,;--:• WALL. SEE STRUCT. o'' CONC. FOUNDATION r a: DWGS. j { I WALL SEE STRUCT. DWGS. SCALE: 1/4"-1'-O" O co r4 WALL SECTION rs WALL SECTION H 3 SCALE: 3/4"-1'-0" Y"7 SCALE: 3/1'-1'-0' a 0 F- SHEET NUMBER O GA=3 bn Q .x _,- tf') tM �! O 0) S 00 Z r. M LLJ J Q Q O O ,c:'.O - N j 11 0 Z � v - N_ O +1bN I >6' co in .. .. a4.aNc ijn^ - N '7� rY C VA ! IVEi t I { DA -- i A A Q1A A A j • i I CONN ' - - J —) SUMP ` i �■�■r>� PUMP 1 1 k ! -A • ',-. - `..f' � —' ( "mil, h RECIRCULATION PUMPS SUMP PIT, SEE F+1 r . PIPING DWGS. NL a a �3 E O A A q A A E INFLUENT - AERATION AERATION MEMBRANE t .DIP TANK 2 � � � • ANOXIC TANK TANK 1 CHAMBER TANK ' C'3 00 b U W b b X m b b O :2 z = I Z Q "IT q A �- r A AEmlm40C - i . . I HS-5 3 a }l} 4 3 b ' F: I 1 t T _ OL NL i I I METER 1 i Ss b I Li f j is PUMP :2 sa n . 1 Al \, Jo METER TANK { : I I - 6#12 1 I If�vISloNs 1 I �---- S3 HS-1 t I i �� i F St 3 I. 4 f I _ C TO EF-4 DRAM 15Y; i 7� i i �� SEE E-4 �! n j-1 i' f C46CKED SYs LAF L$ 1 II DATE DIZAUK OW04/0I i t { U:'"Jui ? ', , DATE ISWEDs 09/�4/01 {; ! I I 5LOWEfz (ROOM HS LSSCALEs CONTROLS I t {{ ( 1 HS-7 (I t t o i �08 nr�E� 9841G X AI�C 4JTE *SEAL. HS-5 ;I I EWsbeEWS SEAL t 1; 4 1 i -3 - .. G*E-1 t .... -._-._ CO to n � _ 0 z M o W J Q 0 1- 00 i!1 — 4 Z o Q to OD M 1W- C Cu .• , O •y**a-N .. 2 3 6:MNW 36' X 18' LOUVERED z�, AI INTAKE- R TAK _ � - L e wp 3c i HOMERUN II\1 I + HIGH SLAB -----------=---------------------------------- 48. 48' { i LS-8-- - 48 I WP t WP i i 1 a VP I 1 a 6#12 & 1#12G 1' PVC 1 ! 1 t i 1 I i I i 30A 3P UFRT 600V - LOCATE AT CRANE 1 i r CONNECT. 1 1 i 1 i 1 1 COORD W/ SUPPLIER. i 1 WPT—LS-3 3#12 & i#12G 1 J Ij 20A 3P S 1 1 i 1 CONN---� j 3/4' -} SUMP I i t PUMP f � 1 + 1 1—+ f I 1 ! i � c i S i 1 RECIRCULATION O . PUMPS ; 1 SUMP PIT, SEE 1 1ul PIPING DWGS. , 1 1 M 1 , Z [,_, 1 t � 1 48' I I 48't WP i t WP t t I f t w 1 1 i DIP i 1 � i 1 i TANK i t*i � INFLUENT , ! }.its t� A�RATIOIt I ANOXIC MEMBRANE ANOXIC TANK AERATION � { C� E� 36' X IS' LOUVERED 1 TANK 1 TANK 2 CHAMBER CHAMBER 1 AIR INTAKE t i � _ i 36' X 18' LOUVERED � I 1 SERVICE SWITCH 1 AIR INTAKE O � l 1 e MP 1 i 1 i (TYPICAL) 1 � � � � •I � 1 Z =- ` 1 a - TD TRANSFORMER - i 6#12 AND 1 12G . , z 1 SWITCH 1' PV r J J > t' PVC 1 1 i C�INTROLS j SEE RISER ,,,� t+- 10#14 & 1#12G � � � DIAGRAM ; 1' PVC + .CP' 11 i ! CP' CONTROLS I ' { + 1 " "'�'' ' '" f 6#10 & 1#10G -1 1/2 �1 6#10 & 1#IOG ; I .I TO GRINDER PUMPS _ 1 I � �� , � ! 'cP4 TO TRANSFORMERI IN TANK - J •CP' 1 PVC I •�` S WP V 10#14 & 1#1OG -1 1/2' � - I 1 48- TO FLOAT AND ALARM + t; CONTROLS ,r PERMEATE PUMPS i J J J WP i t �— 1' PVC 2#12 & 1#12G- c 10#12 & 'CP' 3/4' PVC r/ _�•.. 1 ; 1#12G r 1 '�' ;'� "`�\ :� �-•-� } � t a MIXER LS-3 +� j tUV CONTRPANELDLI r J " `'' � ` 4#12 & 1#12G t _ 1• PVC-�lii f-- c r _ 300 GAL. J 3/4'PVC 1 f METER S �-� ' PUMP CONTROLS 1 TANK + � �. , 48 LS-4 \ ` + + E ' �; 1' PVC 3 ti ' + . H r �`�L.%' � �� f � i CONTROLS � t ! 1 -� 3#8 &P C 0G 3#8 &P 0G / i METER TANKS 1 �._ _ cP 1 i -� 6#10 & 1#10G- ��r J 'CP' 1 1 1/2' PVC TO REvl81oN8 4#12 & 1#12G-� i ± i.' ; ! 6#10 AND 1#lOG _ _ DOSING PUMP i �- 3/4' PVC " 1' PVC J _ CHAMBER CP, 'CP' CP ' 2 . 10#14 & 1#IOG- 47 1 1 1/2' TO CON ROLS s S L.S-I9 CONNECT IN CHAMBER EYE WASH 36' X 36' LOUVERED i ! '` '• x i' 3 t! ` '` e AIR INTAKE I i i ti` t LA V. r: •;Y` —.$ +; i _ v--`w.i i, yi 17— }gypA����Vy IL `. 11Ji LS-2I HEATNECT TRACE -. } DATE t�wuw m9/m trmi i PATE*&JEDs m9/ID4/mi CONNECT /f ' {1 ■.' ,( }� WATER HEATER SCALE: to t-m �r �� ` i LS-5 ++ tEt� 984>G I 48• �' CONTROLS 'cP LS-2 I `` 1 2#12-20A 2P i f ! ! ,' �"OB Ls-�, 9ARCtt �8 BLOWER ROOM S-2 Hs LS IN HS I T r r t , Yy , . fGFI —_„! ,148 48 8 i. is i y...t. ._ :.,- _.r WP Wp WP 30A 2P I 11 GFI GFI f Al 600V 6#10 & 1#10G - 1 1/2, PVC—�1 TO GRINDER PUMPS ,Lb 8#14 & 1#12G - 1' PVC FLOATS TO LS-1 LIFT STATION t i Ewx*eE '8 SEAL �tH OF&4, � ssgcti W NCE G 0 R• R H o �tsre s+�T Esc � 00 0) to M 0 a, 0) _ 00 Z ^ 1 W UP PER LOCAL 4#16 Q FIRE D of F F F 1`' O S 11 BLOWER ROOM 0 4#14 TOILET ROOM �` d 10. -p � HL HL HL HL , HL HL c 4#14 1 2 4 b 9 N 0) 00 FIRE ALARM DIGITAL COMMUNICATOR Z ri CONTROL PANEL T DIGITAL DIALER v M Li LS 18 =IRE ALARM RISER DIAGRAM cu a tmn QyU. 36' X 18' LOUVERED gxZe•_o.n ti AIR INTAKE -d _ �M�X jIt-it T T R , 2#14-1/2' 0 STARTER 2# /2 UH HL I 14 1 ' 1 (� -- El , UH t RECIRCULATION PUMPS O [rrTHT�� w • I i j a �J I I 30A 3P ? INFLUENT ; AERATION 600V AERATION ANOXIC MEMBRANE o l Dlt a ANOXIC TANK ; TANK 1 TO STARTER TANK 2 CHAMBER CHAMBER TANK AT HS 00 EF-2 U1-4 EF-1 14 36 X 18' LOUVERED 130A 3P EF`4 /� I AIr INTAKE UFRT 1 r t O I rP 1 TO STARTER { WP I Vr ' AT HS TO TOIL T I Emom4 �✓ 36' X 36' LOUVERED TO STARTER I� LIGHT AIR INTAKE iI AT H$ i ! SEE E- j i I 4 C) EMM04 1.4 _ 3 r I TO ST TER O uH � 3 t ; �,�, f LS- 7 AT S F HL I LS- # } pq Emw4 UH (6 DI METER `L�%— �'�; r �r f s L F E PUMP ' L:J HS- j 20A 3P. i , ' --- C1`�j METER TANK E k ' t ? 2#14-1/2' ----------------------- � - � L- � � i 2#14 TO REVISIONS I i STARTERS j LS-16 . I HL I -r r� I AT HS 1 1p H T MUAs,�r- - ------------- -------- 2 i Lit i �: ; i ;- 04. H -2 4 ----� I I MUA I b 36' X 36' LOUVERED6 AIR INTAKE t 2#14-1/2' i --------------------------+ tl I i ; $ DRAM BY- , ' t I i i, �j ti• t i O-EOMD$Yz LAP r �!} 20A 3P 9 DATE MAM. msrmsim� I :• ' `! i I DATE ISSUED: 0�/04/ml LA V. l !�. scAi_E: la•.r.,� ! R CONTROLS L'. ;� ' i �f I 10 ! JOB NU BR W4rx BLOWER ROOM T HS LS }I I : _� ,�_ F �. -ti •�' �^ `�� I ! `1 / i i ARCFIITEGT'$SE,4(. i EWala ER'S SEAL 1 In. Sf-EET l�t'83ER _ GOE-4 • t J . _ _ . . ~ i . - I I . I I � � . . . I . . � I I . I . . . . . � . pp . m . . . 5 -9 Ir O I a . v . . . . 12" CMU WALL. . SEE SECTION , . BOF EL 60 -0 TOW EL 67 -10 8" OR 6" CMU y "A . THIS DWG. . CONT. BOND BEAM T_I' 6" CONC SLAB. SEE P4 LOF L r -------- - -- --- - --- -- -- -- - - - - - - ----- --- ----------- -- ---- ----- - 2-#6 C ... PLAN FOR REINF & E . . .. �"" WITH ONT. #4®12 e .< . .o .. ° " d° < ,d .w .<. d' ' s < d 4 _ w� < d GRADE i I- 2 V.-I ` - ------- --- - » 24'-1" » I » WIRE SCREEN DAM AT CORES - ' . - r 19 -3 3 . I 2-8 TOW EL 80 -6 z ��$ !!=1 fili 1I I I �.I - I` . . , 1- -- ---- --- - --. - --="� ---------- ---- - - -- --- -- -- - - - --- - -- -- -� I' NOT TO BE GROUTED o'• • � _.II=111 ` , ! I { • " N I . I • • o • o 4 o • o . `III�il;,llf;ll±� -1�€t) <� M G I "' I _4 • <° . . a .< . d d . d . .4 c 6': t . .1 d I I i v #7's VERT ® 32"oc .I I i! .I'1 1 1= i a < Ti ,-- . e .< < • ( I TOW EL 6T-1Q" O • < ° . t - TYPICAL VERTICAL WALL REINF. . . o G • < a, WW I IF 1 3 _ < » ° I I I o�4. COMPACTED COARSE F I 1 - . I �=l I � . • < I . i . I TOC EL 2 6 d " # 12,r 2'-0" - - GRAINED SOIL „ t f » I I 12 CMU = 7®32 . I ( a a » - BASE OF BRIDGE CRANE TOW EL 64-6. cV 53-0 x3-0 DEEP 3-#4 CANT < TOW EL 64-6 ABOVE (BY OTHERS) SUMP PIT f I I I a ADDITIONAL BAR .EACH SIDE OF r �� RIGID. INSULATION . I d i w/ 4-3/4 �x8 LONG AB S 5 -6 #4 s ®12 EF, EW . I i . I 1._O,f w/ 3" HOOK TYP TOW EL 64'-6" S5 . ' ;l, ALL OPENINGS, EXTEND 32" BEYOND UON 12 CONCRETE TOW EL 67 -6 ( 1 <• I " � . I I I � t I. I I # R FOUNDATION WALL o `. . . d . a i. _ ' d e .. d d3a .� 1 I < i D . C� 1 s + DROP 9GA LADDER TYPE JOINT EINF "0 C. . . 4. I I ° d " I (3)#5's CONT. _ . I w I 4'-0" I m 6'-0" w 10'-O" ° 10'-0" 3'-6" 4'-O" .< 4'-0 t'--2r • I FLL W CON 6" 1 r On 6» I < ` EL 53'-6' 2'-0". iq . . . .. _i ° I I -rs) `:. ._ . `' I . s -o , -0 1 -o , -0 S-1 1 -0 1 -0 1r_On <_/�,_o I I I TYPICAL THICKENED SLAB SECTION . . I < I - I O TOW EL � I I < I GROUT SOLID AT REINFORCED CORES . . TOW EL „ NOTE: BEARING STRATA SHALL BE MEDIUM TO DENSE INSITU . . I I � I ' . . 6T-6" 67-6 3 DROP °: I. < .d• I I I GRANULAR MATERIAL OR COMPACTED GRAVEL FILL ,< TOW EL 67'-10"- I I N I , TOP OF MAT WEIR SEE SECTION 9 °Q J i ° I . EL 51' 0" �< -1 THIS . S DWG P I cv r »TOW n ,w I I TO EL . . TOW EL 1,I-6„ 64-6 I I 1 -Q SECTION ('2 d I I ." '_ " HORIZ WALL REINF. 6T-6p » SECTION 3 .. 67 6 . . _ - M I o ( I 1. . HORIZ WALL I � . . �u . I BOF EL 60 0 I I I » ,. _TOW EL _ I . . r _ pa 8 x8 DEEP :4Q _ . . . . . SIZE AND NUMBER OF N REINF. o M TOW EL 64,-6' M . I. I . I NOTCH 1N 4 o CORNER BARS TO MATCH 1 67 -6 OC Ey I . I I . . DETAIL A I 'A. I BOF ELI • . WALL TYP I 5-6/ to I . „ ° „ M HORIZ REINF. TYP ® ALL �• < 3'-8" TOW EL 64'-6" � I ih 60'-0" I d R 1'-0" 1 �I WALL INTER SECTIONS TYP ( �TOW EL 63'-10" S-1 d ­ >104 < G I < I °° KNOCK-OUT INSPECTION PANEL 15" #4 TYP CONC WALL • • I I < .p, I. d d `': , <. • - - , e ° , a A. < `---= '-0" 1 I ' I o TOW EL VARIES � EL FL FOR REINF SEE r 3 I _j „ � <. ( L- - - - - - - - - 7V-3' - - - - --„--- -,- n ,-" „-Co-- = - i- -_I I j I I SEE PLAN . SECTION 6 THIS DWG TOW EL 63 -1 O - - 3 -7 4-6 2-0 2-0 I CORNER BARS TO I p; 1. <,T", t .I I 3'-0" 4 /. MATCH HORIZ REINF I I_ » ° , .. 1 . `THK MAT FDN „ fi To EL TYP ® ALL CORNERS :< I TOW EL 64-6J • DEEP FOR DIM s OF COVER SHELF . M I I I I. S-1 REINF w/ #6's �12" I I o / I 67 -6 9,_O» Fo4a-2" I I co SEE MANUFACTURER WATERSTOP N a . I - ° ° oc EW T&B. BOT EL - 2I • „ <� » I I . 1� T I C1 OC EL .. � I I k a #4012 L " � � ��. ° :. TOW EL 64-6 - 1 . . _ . 49 -9 64'-2" I FIJ I I o 1 1 3 THK MAT FDN 1...jii.�d I 5f RE 6, ® " . N . - » in _6/ EQUIP PAD. LEI 8" �. 8 CMU - SEE SECTION 8 I I INF #0 s 12 oc 6" 6" I. I / . / ./ . 6 o ON THIS DWG. TYP. I .' w v . 6" 8" 6" P & BOTT 2' 6"� 1 +: I / _ . .7 INDICATES THICKENED. TOC EL.` o TOC EL I I 6" SOG w/ #4's I Iri. j I - EL 51'-0" ' co » i , » „ S-1 SLAB BELOW. SEE - - •A < . ?� . o I 165 -0 - 65-0 t�12 oc EW CTR I. CA TRENCH DETAIL SECTION 2 THIS DWG. : 1 8" CMU l d a I . �. ' ( • e o i Q < !2-0 � � � _ TOC EL 64'-6" BO EL 60'-0" I • I EMM4 ,�/ /•/ / TOW EL 763'-10" TOW EL 64'-6" 2 I I 1/4x1" STOP WELDED TO L " < o �T�� W l 0 3'-0" 1'-6 3'-0" 1 » �) I I I S-� I I NOTE: GROUT CORES FULL HEIGHT WITH A HIGH SLUMP GROUT. WHEN THE GROUT 1/4" CHECKERED PLATE- 4 n ;� - W _ I ­ . . �F--I�-�I 1OW Et 64-6 TOC EL I LN -- - - --- --- - -- --- - -- -- - -- - _ , - - - ---- ------J I REACHES THE CONSISTANCY OF STIFF MORTAR VIBRATE TO A DEPTH OF 2, 4„ & •Q 1'+1 ° < . A., . . . ..- --. �• < t . I AT LEAST 1/2 THE POUR HEIGHT. ALL GROUTING OPERATIONS REQUIRE < ' • . I FULL TIME INSPECTION BY A QUALIFIED TESTING AGENCY 4 A L1 . I --•---- -- - - -- -- - ------ --------- --- _ _ ------ - ----- - --- -- - - -- - ----- --- 2 4< O 6'-0" 22'-0" + . . . �. ".// L3X3X1/4 w/. �; u . .- 3 ' 1O - _ 1 .. 2» Iyl 1/8X1 STRAP ANCHOR ® 12" . • . . ,, • . 1 . .. _ - s-1 TYPICAL MASONRY WALL SECTION n . .. . .. #6 s C06 oc- . . .. .. . .. . 1. . . . 52' 8" p 3'-0" 1. TY ' . I . . . ALKF HA RAIL, EDG Z FOR CATW ND I . . � . � . AND STAIR IN ORMATION S DRAWINGS. O . . TON . �� ' w � . . . SECTION 4 Emm, „ , FOUNDATION ���D SLAB PLAN S-1 . 4< 00 1/4" 1'-O„ S-1 SCALE: Yz =1 -. S-� C.J. N . W � Tow EL s7,-s» . . . . - . . . &.4 1 (::): . . . . . . . . . . - Z . - �_ " 3 8 . .. - . . 4 3'-0" TOW EL 67'-6" � z . 6" SOG SEE PLAN �E F-� FOR REINF . `r � << TOW EL 64-6 3 -0 #4's ®18" MAX 3/4 CHAMFER, TOP OF WEIR EL 4 TYP - ® z . • • • TYPICAL ROUGHEN SURFACE OF SLAB » . „ ALL AROUND (TYP} n VARIES SEE G.Z DWG'S . -0 5-0 1 -3 1. 1/2 CL TREAT AS CONSTRUCTION JOINT 2_#6 H &m4 : . . < < #4®12 PADS OVER 12" HIGH 6'" #3®12 EW • MAX. WALL to • • 6" � < 4" ELEV VARIES. SEE LA � CTR PADS UP TO .12" HIGH �---A . OPENING D STIRRUPS . G <4 . ELEV VARIES. SEE PLAN UP TO 4 T '-O" 8" NONE . A a. <. < 11 t v . 4 #4 C4NT 1 6" • ELEVATION VIEW o 4'-O" TO 6'-O" 16" #3@8 F-I L < a d � » X . � • . _ TYP 3 " � " � �• a\ :. a• •° � 4 45' CHAMFER - R 6;-0� TO 8' '0"" 24» #3®811 . i4 . 6 3-0 6" - - 8-0 TO 10 -0 32 #4C�➢16 . " � " #4 TIES'@ 12" oc MAX 2- 6 �T � `) 1 1/2 COVER (TYP) -a #6s @12 oc 4" # 44 . . . 1 ) ,. .ME CH, PLUMB & ELECT DRAWINGS FOR . 4» . . . . NOTES: SEE ARCH . � . . SIZE, LOCATION & ELEV WHEN NOT SHOWN ON PLAN. EIIIIIIIIIII114 . #6's C�12"oc EW EF •, . .' . • . . . . TOP`OF WEIR EL . TYP ALL 12" TANK WALLS °!'1 2.) ANCHOR .BOLTS, WHERE REQ'D, SHALL BE SIZED AND VARIES SEE G.Z DWG s CMU LINTEL SCHEDULE . . � . lcn . < #6C�12" DOWELS �, . . LOCATED ACCORDING TO MANUFACTURER'S REQUIREMENTS. 12" . .. . . . ifl . . . • / I1.. . . . . . . #6'S ®6"oc TYPICAL DEPRESSED SLAB DETAIL . . . . . #6's C�D12"oc J " 4 . . - - . . SECTION A-A . . . .. . -, . . S. ECTION 7 .. SEC (ON 8 SECTION 9 . . . : . WATERSTOP -� �� a HORIZ�EF"oc . • . 6 s=� . . S-� S-1 . I , . .. . . F . . I . I .. I . � . . I .I b . � .. . . . 1. - I - � .L_ . 1. . . _L . . . . . co I r • co EL 51'-O" - . . . . . < off . REVISIONS . . . . � ::L .� . 4' - � I . I I . . � I . . � . . � I . . . aa ., - . ,a I . . . t '. 9. • • � • . .• • < • •Q .. . v 4 . . . . 12" 12" �._ s . .. . 3" COVER WATERSTOP . . . . . I I I_ 4 . 9 -3 THK MAT FDN lr ,.r . r• . REINF w/ #6's 012"oc '•b.� , s. .' I EW TOP & BOTT . . . . . . . ,° . I . .,,. SECTION 6 V _ � . . _ " . . r SCALE: ki =1 -0 S- ' . r �om er. Moe . ' . d 7•. cHEpc�er. VA .. . 2-0 . . I . . . ­ . .r cwte lae�e. . EL 64'-6" .. D '`' ec�ue. as Moan . . . .. . G < . . . . ,toe Mum,` m . I . n 4 . d TOW EL 63';10" . ARCSITaars MAL . .1 . . . 4 . . . 4 , .. 6". SLAB w/ . . . : #4's ®12" EW CTR . . . . . . - .. . . BIGRfRB El•JIL A t ys NOTE: FOR INFORMATION NOT SHOWN HERE ..���tN �� .s . SEE SECTION 3 ON THIS DRAWING. . - A AT DOORWAY DETAIL �: > TYPICAL SLAB �" 9 .27781 .. . rrFa SECTION _ . . - - . . . _. __ . .. SCALE: 1"=1'-0' ��J_i . . T . . .. I . . . . . 1 . . . I . r � . . - BFI.k Mllf!!tR. 1. . � . I . . . . . I . I - . I . I � . • . . .. . .1 . . � � . . . I 11 I � � . I . � � .. . . �. I& I . � . � . I . . I . I . . . I . . . I I . . . I . . 1 . � . . ­ 1 I .. . . � . . . � I � . . . I .� . . . . .. � . . . . � . . . � ­ . . .. I ­ . I 1 . I . . . . . I . . . . ..I . . . • . I I . . . .. . . . . I . I I I I . . 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I. ..1..­I I...I.-...../I�II..­..I.......�..._�.II.I.�.1...�.I.� ......�...-/.I--.......I.......1...I..._­.I..�.......... ..I.�-/......1.I.1�...-..-.I..I I.�.I..�..I.I..-���.�­.I�....�......I-.....I..�.I.-1I.II....�1...I.I.�I... ......I.�......�.....�........I�1I�1.-.....�.I............I..1..II..I..,...II�.I........I I�.�I..�I.I."......."I......I.�.I,.III...�.1...�..II I.....:I I... .....II�.......I I..�.�S.T.... ....TI.Y.....I..�.P..I...1..II I.�I.�...�.....II... .1 �........�II.... II........�.�.I��I.I 1..� .......�....I.........II I I.II..I..I1I:.�...1 I..� .I..�...I.�I­......1.1.�...........I�. I..��1.....I.....� ......I.....�.III I.�..I. ..I..I ...I.1 ....I...I...I�.I......I.....I..I�LI..I.... II..OI.1...�...I N.....�...I ..I.I 4.J.� ...O.I....-....-..I....N.NI I.... .�I :I.I-1.....�..'.I....�I I.....'.I...I OIIA,...... C.�..I.N.....I I.A�,Y.IT........�..��E.I� ..I I.�T..,.A1...I I��I....L..�..I.L. ..I I..... .I�...I.........I c�I.. I..I I..I TI I�..I 1.1�.....-�.�...I.�I.�.I..--�..�..I.....I �.-­.II. ..........II.I....-..I.�.I..I.:.. ....I.I I...II�I�....I....�..I....-I...� ..I.....I.I.....I.1I�.. I�I.I I....I.I..II...I .�.I..... 1 .I II. ,.-..�:�.....1.-._,-I.. A.I..4.I..I.I.x...-I U4A ..�.-.)g4.1I �.11� w..-...�..=I.� ,I<..�E%b -^.0.W..A�w&..w&4&... �&EE. .<%.A ...<I I. L-M�I)...I .)..0N..... .:...4 .... . .. PRE-ENGINEERED WOOD . ROOF TRUSSES @2'-0" oc CRANE BASE SEE ARCH . CRANE RUNWAY BELOW BELOW TYP . . ADMIXTURES I���..I. . PRE-ENGINEERED WOOD CAST-IN-PLACE CONCRETE SIMPSON ANCHOR a+ . - TRUSS. ®2'-O" oc MODEL NO.: HGA10 USE WATER-REDUCING ADMIXTURE OR MID-RANGE ..., ia�c.- ..I0 . GENERA!, WATER-REDUCING ADMIXTURE IN CONCRETE, AS REQUIRED, . . pd 1/2"O ANCHOR BOLTS FOR PLACEMENT AND WORKABILITY. USE AIR-ENTRAINING . . . C�4'-0" oc TYP CAST-IN-PLACE CONCRETE. INCLUDES THE FOLLOWING: ADMIXTURE IN EXPOSED CONCRETE WELLS UNLESS OTHERWISE • f 7 FOUNDATIONS AND FOOTINGS, SLABS-ON-GRADE, AND GROUTS. INDICATED. ADD AIR-ENTRAINING ADMIXTURE AT MANUFACTURER'S PRESCRIBED RATE TO RESULT IN CONCRETE .. . ,'`C X � SEE ARCH, MECH, CIVIL, AND ELECT. DRAWINGS FOR MISCELLANEOUS . AT POINT.OF PLACEMENT HAVING TOTAL AIR CONTENT WITH A. c� . CONCRETE. TOLERANCE .OF 'PLUS OR MINUS .1-1/2 PERCENT OF ACI . 12" CMU WALL- RECOMMENDATIONS. . USE ADMIXTURES FOR WATER REDUCTION • \ - SUBMITTALS AND SET ACCELERATING OR RETARDING IN STRICT Q .. I .. ` Y SHOP DRAWINGS FO DETAILING F BRICATING B D G N C G COMPLIANCE WITH MANUFACTURER'S DIRECTIONS. R A ENIN , ADPLAIN 2-2x6 SILL PLATE CONCRETE REINFORCEMENT SHALL COMPLY WITH ACI 315 "MANUAL OF CONCRETE MIXING . . I STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE 1 STRUCTURES". READY-MIXED CONCRETE:. COMPLY WITH REQUIREMENTS OF : .. 4. . ASTM C9 . . Y . - QUALITY ASSURANCE • FORMS. 12" CMU WALL BELOW 2-2x6 SILL PLATE CODES AND STANDARDS: COMPLY WITH PROVISIONS OF THE . PRE-ENGINEERED WOOD TRUSSES SEE DWG G.S-1 j FOLLOWING CODES, SPECIFICATIONS AND STANDARDS, EXCEPT WHERE CHAMFER EXPOSED CORNERS AND EDGES, USING WOOD OR . . . @2'-0" oc. SEE ARCH MORE STRINGENT REQUIREMENTS ARE SHOWN OR SPECIFIED: METAL CHAMFER STRIPS FABRICATED TO PRODUCE UNIFORM . SMOOTH LINES AND TIGHT EDGE JOINTS. I " . . .. INDICATES ROOF PENETRATION AMERICAN CONCRETE INSTITUTE (ACI) 301, "SPECIFICATIONS FOR . TYP UCTURAL C E FOR BUILDINGS." PLACING REINFORCEMENT STR ONCRET . . . R SECTION ETE „FINE TOTE"31�"BUILDING. CODE REQUIREMENTS 'FOR REINFORCED COMPLY,,WITH THE CONC ORC NG STEEL INSTI 'S ACI R i _ NCR CO RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS, . r---7 SCALE: 1"=1'-0' -2 FOR DETAILS AND METHODS OF REINFORCEMENT PLACEMENT . . F___„ i�\ / , CONCRETE REINFORCING STEEL INSTITUTE (CRSI) "MANUAL OF AND SUPPORTS AND AS SPECIFIED. CLEAN REINFORCEMENT I ` ' t I /X\ ' F STANDARD PRACTICE." OF LOOSE RUST AND MILL SCALE, EARTH, ICE, AND OTHER MATERIALS THAT REDUCE OR DESTROY BOND WITH CONCRETE. \i I/ \1 x :. t �"\ I. V___N Lam: ``__� MATERIALS AND INSTALLED WORK MAY' REQUIRE TESTING AT ANY TIME PLACE REINFORCEMENT TO MAINTAIN MINIMUM COVERAGES AS . DUR PROGR OF RK. 1 0 CRETE EC . 1NG ESS WO NDICATED F R CON PROT T10N . PERIMETER INSULATION JOINTS RIDGE . I'M .�I .�. : _ ARD, ASTM 578 TYPE IV, 10 PSI' COMPRESSIVE . .. _. . . . . .. . . _ . . . . . . . . .. .. . . . . . . . . ENE BO REYN TH, 2 1/2� MAXIMUM WATER ABSORPTION: . . L JOINTS SO THEY DO NOT IMPAIR STRENGTH OR APPEARANCE . . . 1DYOP R OPENING BELOW OF. THE STRUCTURE. PROVIDE KEYWAYS AT LEAST 1-1/2 . . REINFORCING INCHES DEEP IN CONSTRUCTION JOINTS IN WALLS AND SLABS . AN B EN LS FOO ETWE WAL AND TINGS. . REINFORCING BARS: ASTM A615 GRADE 60, DEFORMED. . . . ISOLATION JOINTS IN SLABS-ON-GRADE: CONSTRUCT . .. SUPPORTS FOR REINFORCEMENT: BOLSTERS, CHAIRS, AND OTHER. ISOLATION JOINTS IN SLABS-ON -GRADE AT POINTS OF . . . - DEVICES FOR SPACING, SUPPORTING,- AN FASTENING REINFORCING CONTACT BETWEEN SLABS-ON-GRADE AND VERTICAL . _ BARS IN PLACE. SURFACES OF FOUNDATION WALLS. CONCRETE MATERIALS ALL JOINTS IN TANKS SHALL HAVE WATERSTOPS. . I< <x. . . . . . . PORTLAND CEMENT: ASTM 150, TYPE I OR TYPE If. CONCRETE PLACEMENT . NORMAL-WEIGHT AGGREGATES: ASTM C33 COMPLY WITH ACI .304, "GUIDE FOR MEASURING, MIXING, n . . . . . . . TRANSPORTING, AND PLACING CONCRETE." Q A . .. WATER: POTABLE. . . . COLD-WEATHER PLACEMENT: COMPLY.WITH PROVISIONS OF . . ADMIXTURES, GENERAL: PROVIDE CONCRETE ADMIXTURES THAT ACI 306. . CONTAIN NOT MORE THAN 0.1 PERCENT CHLORIDE IONS. O . < HOT-WEATHER PLACEMENT: WHEN HOT WEATHER . AIR-ENTRAINING ADMIXTURE: ASTM. C260, CERTIFIED BY CONDITIONS EXIST THAT WOULD IMPARE QUALITY AND z . . MANUFACTURER TO BE COMPATIBLE WITH OTHER REQUIRED STRENGTH OF CONCRETE, PLACE CONCRETE COMPLYING WITH ADMIXTURES. ADD AIR ENTRAINING AGENT TO CONCRETE AS REQUIRED ACI 305. . IN ACI 301, TABLE 3.4.1 FOR ALL CONCRETE EXPOSED TO WEATHER. . } ., FINISHING FORMED SURFACES WATER-REDUCING.ADMIXTURE: ASTM C494, TYPE A. . \ SMOOTH-FORMED FINISHED: PROVIDE A SMOOTH-FORM. FINISH . - R ON CONCRETE SURFACES EXPOSED TO VIEW OR TO BE 1 E 1, CLASS B. PROVIDE MATERIAL THAT HAS A MAXIMUM VOLATILE' COVERED WITH A COATING MATERIAL APPLIED DIRECTLY TO . RETE, OR A COVERING MATERIAL APPLIED DIRECTLY TO . . S-2 . . . � L . CONCRETE, SUCH AS WATERPROOFING, DAMPROOFING, VENEER . . . RING, SEALING AND HARDENING COMPOUND: FOR 'STEEL PLASTER, PAINTING, OR ANOTHER SIMILAR SYSTEM. THIS IS . 52'-8" : CU . . TROWELED SLABS, INTERIOR OR EXTERIOR APPUCATION, EXPOSED AN AS-CAST CONCRETE SURFACE OBTAINED WITH SELECTED 0 .. . AFTER FINAL CONSTRUCTION. EPDXY ANCHORING GROUT FOR SETTING FORM-FACING MATERIAL, ARRANGED IN AN ORDERLY AND rT R �-i . . . CTE AR REINFORCING BARS AND ANCHOR BOLTS. ALL HEADED BOLTS AND SYMMETRICAL MA H A MINIMUM OF SEAMS. REPAIR .Q u . . . DEFORMED BARS SHALL BE. SET A MINIMUM OF 12 BAR DIAMETERS AND PATCH DEFE ,. EAS WITH FINS AND OTHER UNLESS OTHERWISE NOTED. PROJECTIONS COMPCETLY REMOVED AND SMOOTHED. IROOF -FRAMING PLAN NON-SHRINK CEMENTITIOUS GROUT: FOR STRUCTURAL GROUTING OF MONOLITHIC SLAB FINISHES �• N COLUMN BASE. SLAB ON GRADE SEMI-RIGID EPDXY JOINT FILLER. . " " SHORE HARDNESS A80, D50. - SCRATCH FINISH: APPLY SCRATCH FINISH TO MONOLITHIC & 0.4 1/4 = 1 -O SLAB SURFACES TO RECEIVE CONCRETE FLOOR TOPPING OR . .. PROPORTIONING AND DESIGNING MIXES MORTAR SETTING BEDS FOR TILE, PORTLAND CEMENT . . TERRAZZO, AND OTHER BONDED APPLIED CEMENTITIOUS . H . . SUBMIT WRITTEN REPORTS FOR EACH PROPOSED MIX FOR EACH FINISH FLOORING MATERIAL I O .. CLASS OF CONCRETE AT LEAST 15 DAYS PRIOR TO START OF WORK. T � . FLOAT FINISH: APPLY FLOAT FINISH TO MONOLITHIC SLAB E--i V . DESIGN MIXES TO PROVIDE NORMAL WEIGHT CONCRETE AS FOLLOWS: SURFACES TO RECEIVE TROWEL FINISH AND OTHER FINISHES . 1.5xSNOW= 37.5 PSF Z LIVE LOAD CASE 3: 4000 PSI, AIR-ENTRAINED, CONCRETE FOR GENERAL USE. AS SPECIFIED. Q . 1.5xSNOW= 37.5 PSF . SLUMP LIMITS: PROPORTION AND DESIGN MIXES TO RESULT IN TROWEL FINISH: APPLY A TROWEL FINISH TO MONOLITHIC A CONCRETE SLUMP AT POINT OF PLACEMENT OF NOT LESS THAN 1 SLAB SURFACES EXPOSED TO VIEW AND SLAB SURFACES TO ^ �-i . LIVE LOAD CASE 2: INCH AND NOT MORE THAN 3 INCHES. BE COVERED WITH RESILIENT FLOORING, CERAMIC. OR QUARRY z . TILE, PAINT OR ANOTHER THIN FILM-FINISH COATING SYSTEM. z SNOW= 25 PSF AFTER FLOATING, BEGIN FIRST TROWEL-FINISH OPERATION LIVE LOAD CASE 1: USING A POWER-DRIVEN TROWEL BEGIN FINAL TROWELING 1 . WHEN SURFACE PRODUCES A RINGING SOUND AS TROWEL IS i� � . MOVED OVER SURFACE. CONSOLIDATE CONCRETE SURFACE BY FINAL HAND-TROWELING OPERATION, FREE OF TROWEL F1 MARKS, UNIFORM IN TEXTURE AND APPEARANCE, AND FINISH �T �•q . SURFACES TO TOLERANCES OF F(F) 35 (FLOOR FLATNESS) 1-�-1 - AND F(L) 25 (FLOOR LEVELNESS) MEASURED ACCORDING TOE ; O . ASTM E1155 (ASTM E1155M). GRIND SMOOTH ANY SURFACE I . DEFECTS THAT WOULD TELEGRAPH THROUGH APPLIED FLOOR t, I O . COVERING SYSTEM. r, ' r ti . i: `./ NONSLIP BROOM. FINISH: APPLY A NONSLIP BROOM FINISH t " CT J . . . . TO EXTERIOR CONCRETE PLATFORMS, STEPS, AND RAMPS, 0 i TOP CHORD DEAD. LOAD= 10 PSF : AND ELSEWHERE AS INDICATED. - - :3+Y .. . BOT CHORD DEAD LOAD= 10 PSF . . . . :_.� !_ ., I . CONCRETE CURING AND PROTECTION �? . . CURE CONCRETE IN ACCORDANCE WITH ACI 301 AND AS . + . . NOTES: 1.) THE TRUSS MANUFACTURER, CHOSEN BY THE CONTRACTOR,. SHALL OT �,� HERWISE SPECIFIED . . BE RESPONSIBLE FOR THE DESIGN OF THE TRUSS AND SHAH AIRS. CONCRETE SURFACE REP = " i SUPPLY STAMPED DRAWINGS FOR :RECORD. . . . . . PATCHING DEFECTIVE AREAS: REPAIR AND PATCH DEFECTIVE �f ' . . 2. THE TRUSS SHALL BE.PRESSURE TREATED TIMBER WITH STAINLESS STEEL GUSSET PLATES. AREAS WITH CEMENT MORTAR IMMEDIATELY AFTER REMOVING . I . FORMS, WHEN ACCEPTABLE TO ARCHITECT. MIX DRY--PACK IIIII f : . MORTAR,.CONSISTING OF ONE PART PORT CEMENT TO I. .. .. 2 1/2 PARTS FINE AGGREGATE PASSING A NO. 16 MESH - I v.. . . SIEVE, .USING ONLY ENOUGH WATER AS REQUIRED FOR I . . HANDLING AND PLACING. CUT OUT HONEYCOMBS, POCKETS, . REVISIONS AND HOLES LEFT . TRUSS LOAD DIAGRAM VOID SE ORO S 1A D I BOLTS W DTO-SOLIID CONCRETE, BUT IN I . . . . .. . 1/8" = 1'-O" . . NO CASE TO A DEPTH .LESS THAN 1 INCH. MAKE EDGES. OF ' . . . . CUTS PERPENDICULAR TO THE SURFACE. THOROUGHLY.. a . . CLEAN, DAMPEN WITH WATER, AND BRUSH-COAT THE. AREA i . TO BE PATCHED WITH BODING AGENT. PLACE PATCHING . MORTAR BEFORE BONDING AGENT DRIES. FOR SURFACES 5 l . - EXPOSED TO. VIEW, BLEND WHITE PORT A CEMENT AND i . . STANDARD PORTLAND CEMENT SO THAT, WHEN DRY, PATCHING e - I . . . MORTAR WILL MATCH SURROUNDING COLOR. PROVIDE TEST t . . i . AREAS AT INCONSPICUOUS LOCATIONS TO VERIFY MIXTURE . AND COLOR. 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SERVED MANUFACTURER INPUT OUTPUT CFM HP VOLTS PH HZ REMARKS eR I TUTTLE & BAILEY CRE-500 CEILING 18"x18" 20"x2O" 2250 RETURN/ MUA-1 TREATMENT REZNOR SCE-i50 150,000 120,000 1250 .75 EXHAUST ROOM 480 3 60 R " " �, " RETURN/ TREATMENT FM FIELD MEASURE a 2 TUTTLE & BAILEY CRE-500 CEILING 18 x18 20 x20 2300-2500 EXHAUST MUA-2 ROOM REZNOR SCE-150 150,000 120,000 1250 .75 480 3 60 RL; RETURN CR CEILING REGISTER 3 TUTTLE & BAILEY CRE-500 CEILING 8"x8" 10"x10" 100 EXHAUST UH-1 TR TREATMENT REZNOR SFT-75 75,000 60,000 980 .33 120 1 60 A TREATMENT 1�.—UC UNDERCUT DOOR (BY GEN'L. CONTR.) RUSKIN ELF6375X MOUNTED 24"x18" - 720 INTAKE WITH INSECT SCREEN UH-2 ROOM REZNOR SFT-75 75,000 60,000 980 .33 120 1 60 B TREATMENT ® SUPPLY DUCT UP RUSKIN ELF6375X MOUNTED 36"x30 - 2360 INTAKE WITH INSECT SCREEN UH-3 REZNOR SFT-75 75,000 60,000 980 .33 120 1 60 ROOM WALLTREATMENT RETURN DUCT UP a RUSKIN ELF6375X MOUNTED 24"x24" - 1250 INTAKE WITH INSECT SCREEN UH-4 ROOM REZNOR SFT-75 75,000 60,000 980 .33 120 1 60 16x8 DUCTWORK (FIRST NO. DENOTES WIDTH) I i FAN SCHEDULE VD VOLUME DAMPER f TO TEMPERATURE ADJUSTMENT CONTROL i ITEM SERVED MANUFACTURER MODEL N0. CFM I AREA NCy RPM HP VOLTS PH HZ REMARKS BASEBOARD HEATER SCHEDULE EF-1 BLOWER GREENHECK CUBE-200-3 2250 0.375 630 1/3 120 1 60 SEE NOTE #1 SSC SOLID STATE CONTROL SWITCH ROOM TREATMENT G.C. GENERAL CONTRACTOR ITEM AREA MANUFACTURER MODEL NO. LENGTH HEATING BTUH pH HZ REMARKS EF-2 ROOM GREENHECK CUBE-200-5 2300 0.50 690 1/2 480 3 60 SEE NOTE #1 I SERVED KW VOLTS A.F.F. ABOVE FINISHED FLOOR TREATMENT TOILET ,� EF-3 ROOM GREENHECK CUBE-200-5 2350 0.50 690 1/2 480 3 60 SEE NOTE #1 BB-1 ROOM Q--MARK CBD-2574 4 -0 3413 1,0 277 1 60 OBD OPPOSED BLADE DAMPER EF-4 TOILET GREENHECK CUBE-95-C ROOM 100 0.125 860 1/8 120 1 60 NOTE: PROVIDE DISCONNECTS AND GRAVITY BACKDRAFT DAMPERS WITH ALL EXHAUST FANS. 2 ' 1 720 24" x 18" OUTDOOR AIR CFM LOUVER AT 3 -0 AFF I I I 1 I I I CO-AXIAL WALL F UE T PENETRATION AT I 24" x 18" MOTOR OPERATED T 10'-6" AFF I DAMPER (TYPICAL) I THERMOSTAT WITH I THERMOSTAT HERM SSA WITH INSULATED BACK HVAC NOTES o o — - -- - — — — — — — ° ° tx X/ 1. THE WORK COVERED BY THIS CONTRACT SHALL INCLUDE, UNLESS _ UH w/ SPECIFIED OTHERWISE, THE FURNISHING OF ALL LABOR, EQUIPMENT, TOOLS, RIGGING, HOISTING, STAGING AND MATERIALS AND THE PERFORMANCE OF ALL OPERATIONS NECESSARY FOR PROPER AND COMPLETE EXECUTION OF THE WORK IN ACCORDANCE WITH THESE SPECIFICATIONS AND THE DRAWINGS, SUBJECT TO THE TERMS AND , S zz � 0 CONDITIONS OF THIS CONTRACT. I 2. ALL WORK SHALL BE INSTALLED IN A FIRST-CLASS MANNER CONSISTENT � CO-X IAL WALL �LUE WITH THE BEST CURRENT PRACTICES. ITEMS NOT SHOWN ON THIS DRAWING, BUT WHICH ARE NECESSARY TO MAKE A COMPLETE WAC I \ PENETRATION AT SYSTEM INSTALLATION, SHALL BE FURNISHED AND INSTALLED AS PART 10'-6" OF J I U OF THE WORK UNDER THIS CONTRACT. ALL LAYOUTS ARE DIAGRAMMATIC AND FINAL ARRANGEMENT SHALL SUIT FIELD CONDITIONS. �_.� 41114 R - 3. ALL WORK SHALL BE INSTALLED IN CONFORMANCE TO THE GOVERNING CI CODES, REGULATIONS AND ORDINANCES. THESE REQUIREMENTS ARE I �� MINIMUM CRITERIA AND NO REDUCTIONS IN STANDARDS CALLED FOR ON ( / \ I cull �7 \� THE DRAWING, PERMITTED BY CODE, WILL BE ALLOWED. OBTAIN AND PAY FOR ALL INSPECTIONS, LICENSES, PERMITS AND APPROVALS REQUIRED BY GOVERNING AUTHORITIES AND INSTALL ALL WORK IN EF COMPLIANCE THEREOF. ( �S i � 4. ALL MATERIALS AND WORKMANSHIP SHALL CARRY THE STANDARD I t t WARRANTY AGAINST ALL DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK. ANY FAULT DUEDIP TO DEFECTIVE MATERIALS, EQUIPMENT, OR WORKMANSHIP WHICH MAY 20"x2O" EXHAUST DUCT RISE TAN DEVELOP WITHIN THAT PERIOD SHALL BE MADE GOOD FORTHWITH BY HAVING A 4 DEEP SUMP I (�J f 04 AND AT THE EXPENSE OF THE HVAC CONTRACTOR, INCLUDING ANY i DAt&,GE DONE TO AREAS, MATERIALS, AND OTHER SYSTEMS RESULTING & ALL WELDED JOINTS R FROM THIS FAILURE. i 2 MEMBRANE I E I V I B R A I V � O INFLUENT � I f - 0 5. THE HVAC CONTRACTOR SHALL CONFER WITH ALL OTHER 2350 CHAMBER " „ V 10 x10 EXHAUST Dt�CT RISE �: -- CONTRACTORS AS TO THE LOCATION OF THEIR WORK BEFORE BEGINNING I O I TAN 20" X 18" -i CFM HAVING A 4" DEE SUM THE INSTALLATION OF THE HVAC SYSTEM. HE SHALL INSTALL ALL / A E R AT O I V 0 WORK IN SUCH A MANNER AS TO AVOID INTERFERENCE WITH ALL OTHER •--�� / EF & ALL WELDED J INTS `" r j TRADES. I \ Il / 24" x 18" MOTOR OPERATE I DUCT TO RUN / \ EF ( - 6. THIS CONTRACTOR SHALL STUDY ALL RELATED ARCHITECTURAL., DAMPER (TYPICAL) / TAN K 1 THRU TRUSSES / � �� STRUCTURAL, ELECTRICAL AND PLUMBING DRAWINGS, AS WELL AS THE SPECIFICATIONS AND ALL OTHER AVAILABLE INFORMATION PRIOR TO ---�----_ SUBMITTING HIS BID PRICE. THE BIDDERS SHALL ALSO FULLY INFORM " t f / I / 24" x 18" OUTDOOR AIR THEMSELVES OF ALL LOCAL AND STATE CODE REQUIREMENTS. 24 x 18 OUTDOOR AIR / �\ LOUVER AT 3'-� AFF LOUVER AT 3 -0 AFF I \ oe 7. THE HVAC CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY 20N20" XHA;US DUCT RISE •._..,� 20"x2O" EXHAUST DUCT RISE EXISTING CONDITIONS. ANY CONFLICTS BETWEEN THE DRAWINGS HAVING A 4" PEEP SUMP " �.�_.... \ 24" x 18" MOTOR OP RATED AND FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF p \ HAVING A 4 DEEP SUMP THE ARCHITECT BEFORE THIS CONTRACTOR SUBMITS HIS PRICE & ALL WELDED JOINTS ALL WELDED JOINTS F00 D L) FOR THE WORK. I \ I 8. SUBMIT SHOP DRAWINGS OF ALL EQUIPMENT AND MATERIALS TO BE 1 I x Li A i I INCORPORATED IN THE WORK. THIS CONTRACTOR SHALL ASSUME ALL DUCT TO RUN o COSTS FOR ANY ADDITIONAL CORRECTIONS, SUPPORTS OR CONSTRUCTION THIR TRUSSES x��l DUCT TO RUN N _ 720 REQUIRED FOR MATERIALS WHICH ARE SUBSTITUTED FOR THOSE . 720 I THRU TRUSSES SPECIFIED. CFM N 1 CFM 8 f 21 C 1 9. ALL HVAC EQUIPMENT OAXIALIWALL FLUE SHALL BE PROPERLY PROTECTED TO PREVENT AERATIO ANO � IC PE JON AT 6RAT OBSTRUCTIONS AND/OR DAMAGE. I 10. CUTTING AND PATCHING OF MASONRY, CONCRETE, OR OTHER PARTS OF I TAN K 2 TAN THE STRUCTURE SHALL BE PERFORMED BY THE GENERAL CONTRACTOR. -- ' ORE) I T A I �I 11. SHEETMETAL: CO-AXIAL WALL FLUE I 2 PENETRATION AT UH A. ALL SHEETMETAL WORK SHALL BE ERECTED IN A FIRST CLASS AND 10'-6'..' AFF I CFM I WORKMANLIKE MANNER IN ACCORDANCE WITH "SHEETMETAL CONSTRUCTION _ _ I UH FOR VENTILATING AND AIR CONDITIONING SYSTEMS" AS PUBLISHED BY - 2 --- THE SHEETMETAL AND AIR CONDITIONING CONTRACTORS NATIONAL -- ASSOCIATION, INC. (SMACNA). B. ALL DUCTWORK SHALL BE BEST BLOOM GALVANIZED STEEL OF GAUGES 6" DIA. FLUES / $ CO- IAL WALL AS RECOMMENDED BY SMACNA. CO-- IAL WALL I FL FLU REtirIsloNs 12. PROVIDE A COMPLETE ELECTRIC TEMPERATURE CONTROL SYSTEM TO I O a0 OPERATE ALL DAMPERS, FANS, UNIT HEATERS, AND MAKE-UP AIR UNITS. io 18" X )4" i t SYSTEMS SHALL OPERATE AS FOLLOWS: 18" X 14" �] ` E TO RUN I A. TREATMENT ROOM - IN MODE 1 BOTH MAKE-UP AIR UNITS SHALL BE I x T RU TRUSSES 2 ENERGIZED AND BE ABLE TO SATISFY THEIR RESPECTIVE THERMOSTATS. ° ° o ° I ° 3 (SET AT 55') IN THIS MODE EF-2 SHALL ALSO BE ENERGIZED. IN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' �` - - - - - - - - - - - - - - — — — — — — — — — — - - - - - - - - - - - - - - - - 4 MODE #2 EF-3 SHALL BE ENERGIZED AND ALL THREE(3) DAMPERS, 6" x 12" DUCT ° ° ° AT THE WALL LOUVERS, SHALL BE OPENED. HUMIDISTAT SHALL AUTOMATICALLY DROP TO 12" A.F.F. [SimI 5 OVERRIDE MANUAL CONTROL FOR MODE #2 OPERATION �) MODE 1 / MODE 2 1250 WITCH W/HUMIDISTAT 6t DIA. FLUES S g B. ALL UNIT HEATERS SHALL OPERATE WITH THEIR RESPECTIVE THERMOSTATS 36" x 30" MOTOR I e CFM q OVERRIDE (SET AT 50') OPERATED DAMPER H T ' C. EXHAUST FAN EF-4 SHALL BE ENERGIZED WITH THE LIGHT SWITCH OF S DRAWN BY: W.J.A. THE TOILET ROOM. I r .� i � CHECKED BY: J.E.Z D. EXHAUST FAN EF-1, WITH IT'S O.A. DAMPER, SHALL OPERATE ON A 36" x 30" OUTDOOR AIR REVERSE-ACTING THERMOSTAT TO BE ENERGIZED WHEN THE SPACE LOUVER AT 2'-0" AFF I -� T x 1250 1" UC T DATE DRAWN: 09/11/01 TEMPERATURE EXCEEDS 80'. R o CFM I DATE ISSUED: 09/11/01 Idl REVERSE A NG I SCALE: 1/2•-1'-0" e R HERMOSTAT BB `/ / JOB NUMBER: 9841G CFM O I j OPERATED" DAM OR ARCHITECT'S SEAL 2360 I/ \ � ( o R PER CFM 100 24" x 24" MOTOR CFM OPERATED DAMPER 0" X 4" �--- MU B O T T --�1250 C 1, R ROOM � o G 1250 CFM , — CFM T ENGINEER'S SEAL 24" x 24" INTAKE ILA ;y OF, PLENUM 4FLEXIBLE CONNECTOR (TYPICAL) 2 18" X 14" I rP flAn� ss �1 0 r ArJ;a 24" x 24" INTAKE WAYNE A. v, " � GRIFFITH 18 X 1401I PLENUM I 0 No. 3-514 FLOOR PL" - PLC RIG SCALE:1/2"=1'-O" SHEET NU G 'o 2 M I N I l � I I I I I I I I I I I I CONNECT PROVIDE PIPE SUPPORTS l 3 4"GAS TO FOR GAS LINE AS DETAILED NIT HEATER I ON DRAWING G.P-2 AT U ' (75 C.F.H.) I � 5 -0 INTERVALS CONNECT // I SECURE VENT PIPES BY OTHERS 2"PUMP DISCHARGE < \ 3/4-GAS TO / I „ - TO TOP OF WALL " - W/ DUAL CHECK \ 7IT HEATER CONNECT / I 2 V DN ( ) ° ° 2 V DN VALVES � 4" VALVED GAS TO ° I ° U EMERGENCY GENERATOR A - - - - - - - - - - - - - - - - - -- - -- - - - - - - - _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ — _ _ _ — _ _ _ — _ _ _ _ _ _ _ _ _ _ — _ — _ — _ - - - _ _ _ _ _ _ _ _ _ _ __ _ _ BY OTHERS) ° o — ° ° — 2200 CFH) TRUN PIPING ABOVE CL'G l /4" 4" RU / 1 II ► _04 IDROP 4- 2^ 1) f I BUIILDINGGAS ANDN 3/4 i I2» U]� (� I RUNOUT AT 8 SUMP PUMP IN \ / ABOVE GRADE 0 FIN. FLOOR ELEe/ I PIT I SEE �� l �" GENERATOR / �3 DETAIL DINGNV.P49.45 ( ) INV. 60.35 I 4"W&T " / 51.00 I „ „ \\ D.C.O. F.C.O. 2 / F.D. A ' (TOPICAL)- / 1/2" 1/2" ,. TPW i \1 J F.D."A" TPW • TPW (-TPw • TPW III I 1/2.. F.C.O. _ INV. 49.75 " F „ / „ F.C.O. i 4" INV. 50.00' I FIELD VERIFY t PIPE DROP (TYP.) I 1 DISTANCE 3 l �3" TRAP PRIMER WITH//X\ 71 BUTION UNIT AND TWO (PIPE I 3) 1/2"TPW ' I DOWN TO FLOOR DRAININITS t- 4"V-UP I I � I - TO 4 V.T R. ` INFLUENT I 1 ' 12" � �7 I ANOXIC TAN I ' MEMBRA�I DIP I � z TAN K W „ _ CHAMBER I 4" 1/2" 4 V UP TO 4"V.T.R. 4„ 1 4 .---' -` -4--p I L----- - --- ---- -- -----r'~-. TPw�- CONNECT 4"VENT / I I AERATION I AERATION I F.D."A" J 2 V-DN TO EQUALIZATION „ TAN K 1 TAN K 2 4" T e N TANK 4"V-DN / I I 4"V-UP I i / I TO 4 V.T.R. ] I � � AID IC I ' 4" __-- - - ' _ 1 z W -- " , i >< >< 10'-0" � I 3/4" (75) 4 I TA BY G.C. BY P.C. 1 I I 1 I I V 1 2"HB 18" A.F.F. I 3/4" I CONNECT INSTALL FLOOR / ( ) I 3/4-GAS TO DRAIN AT BOTTO I INSTALL HEAT CABLE ON H.W. PIPE %: UNDER INSULATION - CABLE TO BE EQUAL ao 0 UNIT HEATER OF TROUGH (62. ) TO "WARM TRACE" AS MANUFACTURED BY NON-FREEZE I (75 C.F.H.) THERMON SET TO MAINTAIN 720' WATER I I „ Y o MOUNT WALL F24RA.F.G.ANT1 /� 4 � ILI 3/4"CW-DROP I I 1 I " F.D."A 1 3/4-GAS TO I 1/2" ��,,,,, 1 I(150) 4" UNIT HEATER I 0 x x x x FA4 (75 C.F.H.) I1" INV. 61.03'/r = 1-1/2" (325) -5 0 3 4" i-1/2^ 3 4 -1/2" (325) 1F.D."A"�4"W&T (TYPICAL) I " I S&w NON-FREEZE �= F 0 _' G G-j b �-- G I I (2350) WALL HYDRANT ; -�� - - --4„- - - - „ � " " MOUNT 24"A.F.G. » „ » I I ^ „ F.D."A" � 1/8 /FT " " 1 8 /FT 4„ I 1/8 /FT " 1/8-/FT " 1/8 /FT �-4 3/4 F.C.O. 4 4 3/4 1 4 1 4 4 r ( ° ' ° II 11 ° ° _ ( 11 0 0 - - - - - - - _ _ - _ - _ _ _ - - - - - - - - - - f,-- -,�-►--- = �;>-�-i ---_- -_----�.--- - 1 I. - - - - - - - =1 - - 1� - - - - - - - - - - - - - - - - - - - - - - F.C.O. _ B ° ° ^� _ 2 �� TPW 3 r �I f ( "J" 3 o I o I F.D."A" II �I " 1-1/4"GA TO -- -J 1� 3 11 I 3 3 UNIT (BY V.A.C. I 3 4"CW-DROP - - - - 2„ RUN 3/4"WATER TO �..�.... .-- -►--------------�-- ----►- 2 13-------�- ------t�------I (175 C.F.H. 2 500 3/4" / " "f ( ) EYEWASH UNDER SLAB I �� I �� 1/2"HB (18" A.F.F.) 1 r„ -DN II �" -DN ( ( - G I G " 1 11 1 1 " 3/4" I I i I 1-1/2" (325) I „ I I) 1_1 " PRIMER WITH 4 I �" 4 PIPEPRIMER WITH 3 4" I II 3 APIPE ND FOUR I(4) /2 TPW PIPE DISTRIBUTION UNIT i II P-5 TEMPERING 11„4 (1 1 1)vr-2" " - - - - - - - - I EMERGENCY GAS AND THREE (3) 1/2"TPW ( 3 2" VALVE - SEE SPEC 2^ 1/2" DOWN TO FLOOR DRAINS ��SHUT-OFF VALVE W DOWN TO FLOOR DRAINS I ( �) ( FIN. FLOOR ELEV, I I I 1 "� TPW P-4 BLENDING- 1 I 11 64.50' I I II /2 1 �j� I UNIT - SEE SPEC I i » 1 W i +3/4- II 1 -TPW // 1/2" TPW 1/2" I TPW I 13/4-+ GAS METER & GAS n » SERVICE BY LOCAL 1-1/4„HW-DROP - I " 1/2 I f I _ I 1 3>� 1-1/4 TW-DROP 'L4 2 V-DN GAS CO. P.C. TO REVISIONS INSTALL WATER II 1 1-1/4"CW-DROP l I CO-ORDINATE ( COST 1 I „ " PIPING EXPOSED / -1 TO BE BACKCHARGED I F.D. A 1-1/4-GAS NECT AT CEILING I 1» II 1" I I'I 1„ F.D."A" " �� I - - - - - - - - I ' TO OWNER. ) 2 T _ 1-1/4 - - _ _,�, _ _ _ _ 1� _ �, _ I (TOTAL LOAD 2850 C.F.H.) I UNIT (BY H.V. .C.) -�- -"'�— _ -+d-- 1/4" " F.D."A� I 3 O ( O (175 C.F.H.) I `- - - -•,!�--- 1/4 - » - - " 3/4" ( °1-A--�- -» - - -•f- -- " " 1 4 I 1 1 I T3/4 �� ( 2 3/4 1-1/2 4 3 4 „ 4 4" " F.C.O. I " / 3/4 F.C.O. 4 2 I,I - 74-I1 2„ 4" 1/8" I _ - 30 / � ► Pam. s 1 I I 11 2" 11 1 " 1 2" I 1- -�-- -�---i ,. 1/2"CW-DROP BLOWER I ROOM i „ II I I I I'1 3" 11- / "V S& I 4 S-DN 4 3"V-DN 7 4"V-DN I 2 V-DN 111 1 1 4 1 3" 1 2"V-DN 2" DRAWN BY: W.J.A. Idb­ 1i (1 I CHECKED BY. J.E.Z. DUAL-TEMP HOSE BIBB - DAZE DRAWN: 09/11/01 II i I CHICAGO NO. 835 (18"A.F.F. I DATE ISSUED: 09/11/a „ WATER METER & RPBP / " SCALE: Ite-l'-Oft 11 ( I 1/2"CW-DROP 3 4 CW-DROP II I I 1�2 HW-DROP SEE DETAIL DWG G.P-2 INS(. 62.00' JOB NUMBER: 984IG II 2 W&T TO ELECTRIC WATER NON-FREEZE _ 1/2 W DROP 3"W-DN & 2"V 1-1/2"WATER SERVICE HEATER - SEE WALL HYDRANT » I1 l ( 1/2"CW-DROP TO 6"A.F.F. (BY G.C.) DETAIL DWG G.P-2 MOUNT 24"A.F.G. 1-1/�2 N 2 ARCHITECT'S SEAL 2"WI-DN & 2"V 14v-N DROP 1/2"IPW-DROP f o v 4„ 11 o a I I —V rm I I m C3 i I cS CONNECT 4"VENT m ( I m TO SETTLING TANK FLUOR PLAN - PLUMBING ENGINEER'S SEAL SCALE:1/2"=1'-0" a�P��N OF Mgss9 WAYNE A. z GRIFFI I H ct " No. 35519 ` SHEET N ER F - O NA i UN Nwo I�1 THREADED ROD LEGEND HANGER ADJUSTABLE CLEVIS PIPE SYMBOL ABBREV. DESCRIPTION N — — S/W SANITARY SOIL AND/OR WASTE PIPE � I — I S/W SANITARY SOIL AND/OR WASTE PIPE ( BURIED a FIXTURE SCHEDULE V. VENT PIPE �i p PROVIDE 12" LONG SHIELD FOR F ALL PIPES AND ALL SHIELDS TO =____= V. VENT PIPE ( BURIED ) BE 16 GA. GALVANIZED STEEL 4FIBERGLASS INSULATION FIXTURE S./W. V. C.W. H.W. DESCRIPTION PER SPECIFICATION - C.W. COLD WATER PIPE WATER CLOSET- KOHLER MODEL No. K-3427U FLOOR-MOUNTED, TANK TYPE '` H.W. HOT WATER PIPE Pal 4" 2" 1/2" - VITREOUS CHINA WATER CLOSET WITH ELONGATED BOWL AND INSULATED G G GAS PIPE TANK. UNIT TO HAVE MODEL K-4666-C SOLID PLASTIC SEAT WITH COVER AND K-7637 ANGLE STOPS. 0 UP PIPING RISE OR UP LAVATORY -KOHLER MODEL K-12634 "MORNINGSIDE" VITREOUS CHINA, CONCEALED PIPE HANGER DETAIL -P-2 2" 2" 1/2" 1/2" ARM CARRIER LAVATORY AND PROVIDE CHICAGO 785-665 FAUCET WITH CHROME-PLATED ANGLE STOPS/SUPPLIES AND OFFSET DRAIN WE/P-TRAP RING G DP/DN PIPING DROP OR DOWN NOT TO SCALE INSULATE SUPPLIES & WASTE W/ HANDI-LAV-GUARD MODEL #102. PIPING TEE LOOKING DOWN SERVICE SINK- KOHLER MODEL K-6652 SERVICE SINK W/ ENAMELED TRAP ,P-3 3" 2" 1/2" 1/2" WITH STRAINER AND STAINLESS STEEL RIM GUARDS. ) F.C.O. FLUSH FLOOR CLEANOUT (J.R. SMITH FIG. 4023) PROVIDE CHICAGO 835 FAUCET. - - r 1- " EMERGENCY SHOWER/BLENDING UNIT - ENCON MODEL 01050275 W/ MODEL D.C.O. DANDY CLEANOUT P-4 4 37111000 - VALVE CABINET MOUNTED ON WALL - PROVIDE CHECK VALVES & Z REDUCED PRESSURE BACKFLOW SHUT-OFF VALVES IN HOT &172- COLD WATER SUPPLIES. SHUT-OFF VALVE (APOLLO SERIES 70-200) TO FIXTURES & EQUIPMENT PREVENTER ASSEMBLY - 1-1/2" SIZE EMERGENCY EYEWASH/TEMPERING VALVE - ENCON MODEL 01035402 W/ MODEL --ls S.&W. STOP AND WASTE VALVE (APOLLO 95-204-01) COMPLETE WITH GATE VALES do TEST COCKS— WATTS NO. 909 P - - - 3/4" 01052382 TREADLE KIT AND LAWLER MODEL 911E/F-84908 - PROVIDE CHECK SUPPORT ASSEMBLY w/L BRACKET VALVES & SHUT-OFF VALVES IN HOT & COLD WATER SUPPLIES. 2 -- GAS COCK 1-1/4" WATER METER TO BE I LAGGED TO WALL W/PIPE CLAMPS FURNISHED & INSTALLED BY P.C. NOTES: L P.T. P—TRAP METER TO CONFORM TO ALL 1. THE COLOR OF ALL FIXTURES IS TO BE WHITE. LOCAL REQUIREMENTS DIAL PRESURE GAUGE DI TO 150' SNUBBER 2• 2---2 FIXTURE TO HAVE SYMMONS NO. 4-10 MIXING VALVE ON HOT WATER SUPPLY (SET AT 110-) —'�i H.B. HOSE BIBS (CHICAGO MODEL 998) REDUCING UNION I I( & STOP TYPICAL ) W.N. WALL HYDRANT (J.R. SMITH FIG. 5609-QT) SHUT—OFF VALVE 1/2" EST VALVE ❑ F.O. FLOOR DRAIN (SEE SCHEDULE - THIS DWG ( TYPICAL ) 1-1/2" BY P.C. I I AIR CAP FUNNEL E TRAP PRIMER BY G.C. ,:>� , HERSEY65657 1-1/2" DOMESTIC s" FINISHED FLOOR DRAIN SCHEDULE TPW T.P.W. TRAP PRIMER WATER PIPE WATER SERVICE— FULL SIZE VENT DRAIN W.&T. WASTE & TRAP ( BY G.C.) CONCRETE PAD BY G.C. TYPE LOCATION MANUFACTURER FIG. NO. DESCRIPTION V.T.R. VENT THRU ROOF W/ SEDIMENT BUCKET — DRAINS TO INV. INVERT "A" TREATMENT PLANT JR SMITH 2330 HAVE TRAP PRIMER CONNECTION P.C. PLUMBING CONTRACTOR 0 G.C. GENERAL CONTRACTOR E.C. ELECTRICAL CONTRACTOR WATER METER DETAIL E--� H.V.A.C. HEATING, VENTILATING AND NOT TO SCALE AIR CONDITIONING CONTRACTOR 0 A.F.F. ABOVE FINISHED FLOOR 0 T.W. TEMPERED WATER A.F.G. ABOVE FINISHED GRADE j I, C.F.H. CUBIC FEET PER HOUR Ey 2" PUMP DISCHARGE — TO BE TYPE "M" COPPER — SEE 0 DRAWING G.P-1 FOR CONTINUATION N �► WIRING (BY E.C.) SOLID METAL CHECK VALVE •) i COVER & FRAME vj ^ ( BY P.C. _) W , 0 SHUT—OFF VALVE (TYP.) FINISH FLOOR (51.00') U _ : • _ � PLUMBING NOTES _ � A INLET PIPEMR ' R�1 �.. nyy ' ° INV. 49.45' cI � V • 1. THE WORK COVERED BY THIS CONTRACT SHALL INCLUDE, UNLESS 12. PIPING SPECIFIED OTHERWISE, THE FURNISHING OF ALL LABOR EQUIPMENT 24" DIAMETER FIBERGLASS 3' SUBMERSIBLE SUMP TOOLS, RIGGING, HOISTING, STAGING AND MATERIALS AND THE (A) SANITARY SYSTEMS PIPING BELOW THE SLAB SHALL BE COATED, i r �..�BASIN —6" DEEP BY P.C. PUMP - EQUAL TO PERFORMANCE OF ALL OPERATIONS NECESSARY FOR PROPER AND SERVICE WEIGHT, CAST IRON PIPE WITH HUB JOINTS HAVING ' BARNES MODEL SEV-511F BY P.C. COMPLETE EXECUTION OF THE WORK IN ACCORDANCE WITH THESE RESILIENT RUBBER GASKETS. PIPING ABOVE GROUND SHALL BE ' Q ( ) DRAWINGS SUBJECT TO THE TERMS AND CONDITIONS OF THIS OF SERVICE-WEIGHT CAST IRON PIPE WITH MASSACHUSETTS . PIT (BY G.C.) =a' ' �� NATURAL EARTH CONTRACT. APPROVED "NO-HUB" FITTINGS. VENT PIPING ABOVE GRADE, TWO ! INCHES (2-) AND SMALLER, MAY BE TYPE "M" COPPER TUBING• ' °..'.' • °•. :' . — 2. ALL WORK SHALL BE INSTALLED IN A FIRST-CLASS MANNER CONSISTENT WITH SWEATED JOINTS OR SCHEDULE 40 GALVANIZED STEEL PIPE `t WITH THE BEST CURRENT PRACTICES. ITEMS NOT SHOWN ON THESE WITH THREADED JOINTS. DRAWINGS, BUT WHICH ARE NECESSARY TO MAKE A COMPLETE PLUMBING SYSTEM INSTALLATION, SHALL BE FURNISHED AND INSTALLED AS PART �T F+�1� 0 w�(8) ALL DOMESTIC WATER PIPING ABOVE THE SLAB SHALL BE TYPE r OF THE WORK UNDER THIS CONTRACT. ALL LAYOUTS ARE DIAGRAMMATIC "L" HARD DRAWN COPPER TUBING. TUBING AND FITTINGS SHALL AND FINAL ARRANGEMENT SHALL SUIT FIELD CONDITIONS. BE JOINED WITH LEAD-FREE SOLDER AND A NON-CORROSIVE FLUX. WATER PIPING BELOW THE SLAB SHALL BE TYPE "K" SOFT TEMPER SUMP PUMP DETAIL 3. ALL WORK SHALL BE INSTALLED IN CONFORMANCE TO THE GOVERNING COPPER TUBING WITH COMPRESSION FITTINGS. CODES, REGULATIONS AND ORDINANCES. THESE REQUIREMENTS ARE NOT TO SCALE MINIMUM CRITERIA AND NO REDUCTIONS IN STANDARDS CALLED FOR ON (C) GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE, CONFORMING THE DRAWINGS, PERMITTED BY CODE, WILL BE ALLOWED. OBTAIN AND WITH ASTM STANDARD A.53-F. col) PAY FOR ALL. INSPECTIONS, LICENSES, PERMITS AND APPROVALS REQUIRED BY GOVERNING AUTHORITIES AND INSTALL ALL WORK IN 13. VALVES COMPLIANCE THEREOF. (A) SHUT-OFF VALVES IN INTERIOR DOMESTIC WATER SYSTEMS SHALL 4. ALL MATERIALS AND WORKMANSHIP SHALL CARRY THE STANDARD BE PROVIDED ON CONNECTIONS TO EACH GROUP OF FIXTURES AND WARRANTY AGAINST ALL DEFECTS FOR A PERIOD OF NOT LESS THAN ONE FIXTURES FED SEPARATELY FROM PIPING MAINS. VALVES SHALL YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK. ANY FAULT DUE BE OF THE BALL TYPE WITH SOLDER ENDS. TO DEFECTIVE MATERIALS, EQUIPMENT, OR WORKMANSHIP WHICH MAY W TEMPERING VALVE(SYMMONS THERMIXER DEVELOP WITHIN THAT PERIOD SHALL BE MADE GOOD FORTHWITH BY (8) GAS VALVES SHALL BE FURNISHED AND INSTALLED AT CONNECTIONS z 1-1/4" AND AT THE EXPENSE OF THE PLUMBING CONTRACTOR, INCLUDING ANY TO EACH APPLIANCE AND AT EACH RISER. GAS COCKS SHALL BE MODEL NO. 5-130—CKX-SW) NON DAMAGE DONE TO AREAS, MATERIALS, AND OTHER SYSTEMS RESULTING BRASS BODY TEE—HANDLE TYPE WITH BOSTON KEY. THERMOMETER 1-1/4" FROM THIS FAILURE. 14. HANGERS REVISIONS i i 5. THE PLUMBING CONTRACTOR SHALL CONFER WITH ALL OTHER 1 CONTRACTORS AS TO THE LOCATION OF THEIR WORK BEFORE BEGINNING (A) VERTICAL PIPE SHALL BE SUPPORTED BY SPLIT-RING TYPE THE INSTALLATION OF THE PLUMBING SYSTEM. HE SHALL INSTALL ALL CLAMPS. HANGERS ON HORIZONTAL PIPING SHALL BE OF THE 2 WORK IN SUrH A MANNER AS TO AVOID INTERFERENCE WITH ALL OTHER CLEVIS TYPE, HAVING THE FOLLOWING SPACING: 3 SHOCK ABSORBER SHUT—OFF VALVE (TYP.) TRADES. i (1) CAST IRON PIPE — 5'-0- AT HUBS FOR FIVE FOOT (5') 4 I (J.R. SMITH #5010) l 6. THIS CONTRACTOR SHALL STUDY ALL RELATED ARCHITECTURAL, LENGTHS; ONE (1) HANGER AT HUB AND ONE (1) AT MID— STRUCTURAL., ELECTRICAL AND UTILITY DRAWINGS,' AS WELL AS THE POINT FOR TEN FOOT (10') LENGTHS. s SPECIFICATIONS AND ALL OTHER AVAILABLE INFORMATION PRIOR TO 6 SUBMITTING HIS BID PRICE. THE BIDDERS SHALL ALSO FULLY INFORM (2) COPPER TUBING AND STEEL PIPE - 6'-0" O.C. FOR 1-1/4" THEMSELVES OF ALL LOCAL AND STATE CODE REQUIREMENTS. AND SMALLER; 10'-0" O.C. FOR 1-1/2" AND LARGER. 7 GAS PIPE 1" THICK PRESSURE TREATED TEMP. & PRESS. VACUUM RELIEF WOODSTRIP BETWEEN PIPE RELIEF VALVE 7. THE PLUMBING CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY 15. DOMESTIC WATER PIPING ABOVE THE SLAB SHALL BE INSULATED WITH DRAWN BY W.J.A. I LOCATIONS FOR CONNECTIONS TO SERVICES. ANY CONFLICTS BETWEEN HEAVY—DENSITY FIBERGLASS INSULATION ONE INCH (1") THICK WITH CHECKED BY: J.E.Z. 1" GALVANIZED STEEL & BLOCK THE DRAWINGS AND FIELD CONDITIONS SHALL BE BROUGHT TO THE A VAPOR BARRIER JACKET HAVING ASELF—SEALING LAP. ALL WATER STRAP— SECURE TO UNION (TYPICAL) ATTENTION OF THE ARCHITECT BEFORE THIS CONTRACTOR SUBMITS HIS PIPING BELOW THE SLAB SHALL BE COVERED WITH 1/2" THICK, CLOSED DATE DRAWN: 09/11/01 PRICE FOR THE WORK. BLOCK W/ GALVANIZED ELECTRIC D.W.H. CELL NEOPRENE INSULATION. DATE ISSUED: os/»/o1 II SCREWS 8. SUBMIT SHOP DRAWINGS OF ALL EQUIPMENT AND MATERIALS TO BE 16. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL BE FURNISHED AND NONE HUBBELL INSTALLED COMPLETE WITH ALL SUPPORTS, TRAPS, CONNECTIONS, j FULL SIZE INCORPORATED IN THE WORK. THIS CONTRACTOR SHALL ASSUME ALL MODEL E50-6.OSL 10"x10"x1-1 2" 6"x6"x6" PRESSURE TREATED DISCHARGE COSTS FOR ANY ADDITIONAL CORRECTIONS, SUPPORTS OR CONSTRUCTION FITTINGS, AND ANY INCIDENTALS REQUIRED TO MAKE A COMPLETE JOB NUMBER: 9841G J FOR 480V., 1 PHASE I REQUIRED FOR MATERIALS WHICH ARE SUBSTITUTED FOR THOSE SPECIFIED. PROTECTION ( WOOD BLOCK INSTALLATION. BOARD GRADE 4" HIGH x TANK O.D. L ARCHITECTS SEA +4" SQUARE CONC. 9. ALL MATERIALS, PIPING, FITTINGS, FIXTURES, ETC. SHALL BE 17. ALL PLUMBING SYSTEM WORK SHALL BE TESTED AS DIRECTED BY THE , PAD (BY G.C.) PROPERLY PROTECTED TO PREVENT OBSTRUCTIONS AND/OR DAMAGE. LOCAL PLUMBING INSPECTOR AND ALL DEFECTS SHALL BE REPAIRED TO HIS SATISFACTION AT NO COST TO THE OWNER. NOTE: DISCHARGE PIPE TO RUN TO 6 10. CUTTING AND PATCHING OF MASONRY, CONCRETE, OR OTHER PARTS OF SUPPORTS SHALL BE PROVIDED ON EXTERIOR GENERATOR GAS PIPING ABOVE FLOOR TANK DRAIN THE STRUCTURE SHALL BE PERFORMED BY THE GENERAL CONTRACTOR. j AT 5'-0" INTERVALS & AT EACH TAKE-OFF OR CHANGE IN DIRECTION. 11. ACCESS PANELS SHALL BE FURNISHED BY THIS CONTACTOR AND FLOOR INSTALLED BY THE GENERAL CONTRACTOR. I i ENGINEER'S SEAL f GAS PIPING SUPPORT DETAIL NOT TO SCALE HOT WATER HEATER DETAIL WAYNEA �m NOT TO SCALE v GRIFFITH No. 35519 SHEET NUABER O's rrm v 4 Vanasse Han en Brustlin, Inc. Transportation T.W.=51.0 x Land Development - Environmental Services V. 101 Walnut street,P.O.Box 9151 Watertown,Massachusetts 02471 617 9241770•FAX 617 924 2286 N N M' N tV C9 C9 )t-1452.---8„ 50'--8.. BASE OF BRIDGE CRANE F.F.=64.5x ABOVE (SEE STRUCTURAL i 3 & SPECIFICATIONS.) C\, 1 0 4'-0" HAND RAIL (TYP) ALL AROUND S EE ARCH PL ANS) , , : , - • 0 0 DTA. 53.Ox X3•_O.,DEEP 1 � DESIGN NOTES_ SUMP PIT �� �\ TANK WALL THICKNESS SHOWN ARE APPROXIMATE SHIPS LADDER B.F.=51.0 I S P FINAL THICKNESS TO BE DETERMINED BY STRUCTURAL. PER SECTION D x t PUMP 8""X8"" PIPE o 0' 2"-2", NOTCH (TYP) ON DWG. G.A-1 1 RECIRCULATIOI�'\ IN WALL PUMPS � __—' 2 ' 2 r - - r. . . TW .. 3 .DROP 0 • x E SECTION 5 ON DWG G ZCHAIN RAIL —4 , r c SE S TI0 _ I Iti - P-- 1. 0�: 1 6 —0 I 0 10.-0„ �. — — :.0 1 ' , ,Iyp : o 12 27 9' DEEP In T.W.=67.83 a ' ' I `�; T.W.=675 3 r i — � — l) B_F_=53.5 I Lam. I ROP T Utr:i I J ; _ 64 5 '•', I 1 y FLOW I _ ;- -INFLUENT ' _ � ��� I ^ ' — � 0" 3/16" STEEL CHAIN WITH LATCH SLIP I k I I � � Ir' r _ HOOK ONE END OF EACH SECTION_ J _ _ _ I _ Ai O SIC TA ,� I _ .f" Cam;I — ! , . I � � J PROVIDE WELDED LOOP ON POSTS FOR CHAIN y I ; 1 . FASTENING. i "`�—� LIQUID EL 64—9 - ( �� 'a- w L.=64'-10"t i d LIQUID EL.=64--fi _I I i B.E:=51.0 ��,j - -1 s ; ►I I TYPICAL LOUVER - _. . `� ITA's' NK f=�— � ~� , `'i �-��-- �—� I i PER ARCH. & MECH_ PLANS o INTERMITTENT .-= —- 1 —FIRE r` A;r- r I i 1iV�_ i s ti — _.: Z u �-'' UQUID EL=64'-3 f iI I I I _ CIQ COARSE r BUBBLE :,; ; .1 _ i ; ; I.W.=67.83 BUBBLE -- -- ,: `,; � `: . r�""� � �:� r- � ; a = i 5 TYP `-" r`► r ! �{ INTERMITTENT - — — MIXING ._ . : . , �� , �i�. , _ : ;. ,,, ;-' i COARSE :� I.�� COARSE x _ � x I � � 65 5 3 o I �� � t c, _ BUBBLE BUBBLE ,� nni- ___—_, .� 4 ,I I ; F.F.=64.5 ( =1F' : _-... ._ ' I — MI'XING — MIXING x � r . . - i o LF U :: :Pi in, I F 67.50. 8"X8" PIPE EYE WASH ,' 4 , 3 r, PERMEATE PUMPS N 0.; NOTCH (TYP) I " STATION`.,, l{ <. IN WALL LADDER '— STAIRS o ®ll ® x I LADDER 4 2'X2' 4 2 � o STAIRS VIEW WINDOW pH CONTROLLER � I ;n BACKPULSE SODIUM HYDROXIDE ° 'L- �- 3 � 300 GAL. ° ° CONTAINER >� ,;, a ° � TANK ° a SODIUM c� HYDROXIDE PUMP x 65.Sx 3 rn F ><! s4.17 2 1 "X2" HIGH VIEW WINDOW 3 r `� 2 T.W.=64.5 3 C NTAINMENT BASIN 3 1 DEP AM COMMENTS 9 04 01 C I 4"" DEEP TYP. - No. Revision Date vd. 00 I I PP Designed by Drawn by Checked by UV CONTROL PANEL _ _ LOUVER I w UV UNIT _ 4 —6.. _ AIR i Q a�� BACKPULSE PUMPS -� CAD checked by approved by i 8 BLOCK I— .. d- Scale n_ a rr Dote INTAKE I —' c� 65.0 65.0 Q o 31 DIA. SUGAR MIX TANK . W/MIXER I I 7�24/01 I o x x _ o OVERHEAD SHOWER z m 64.5 � z r-.F.=a4.5x AND METERING PUMP & EYE WASH Project Title o x o z o o Cotuit Landing 1 L.AVATORW I , i x � ,� Dt-14WALL STORAGE UNIT 2 o Wastewater Collection & � CO o o l SERVI CE SINK : o _ - _ _ _ _ _ _ _ _ _ _ '�'reat�,erzt Facility BLO ER ROOMWATER HEATER ,_ Barnstalble, Massachusetts I-- O Issued for SOUND PANELS CONTROLS OO TEST1NG `� • PER ARCH. DWG. G_A-1 •• � - - •,a . ` � I a a WORK BENCH —� (groundwater Discharge Permit I I - 1 Drawing Title GRAB BAR . ELECTRIC & CONTROL PANELS • (SEE ELECTRIC PLANS) 7'-6"' ' Process Floor Plan. I 8'—2'. " I , NOTE. I Drawing Number F 1 . Q REFER TO FINISH SCHEDULE ON G-Z--3 G*Z- I o ` rXCH ee�t,, I l c 1S � 1 '��C V Sheet of s f�r4al L Project Number 1 05162 I 4 � \U' lawal(Md\Q5162\cadlld\wastewater-won\05162plot-dw i N Drc-14 � d' DC"5- In ,I Va passe Hanger Brustlin, Inc. Transportation Land Development Environmental Services 101 wain L I ? I ut Street,P.O.Box 9151 ! Watertown,Massachusetts M471 { ————————-J 617 924 1770 FAX 617 924 2246 3 BACKCHECK VALVE ' - & GATE VALVE 1 a ° ° a _ __.. . 3 SCH80 PVC -No CROSS CONNECTION o , ' • i (i� � :. � ��---� +� tip--- - �3�l`t PV-C— �� =- =' - �•_DISGHA GE ��• DIA { 1 X3'-G 'DEEP �I fi r 3 SCH 0 PVC r SUMP P!T � `� � � I2 SCH80 PVC t. - i tii ') S r�I P � ? � t � � � � � I { CROSS CONNECTION - i j �r t ! ^ n r`--II TO INFLUENTi PUMP ii SUMP PIPE DISCHARGE TANK TO INFLUENT TANK 8 X8 PiPE � ? � h � � � � Rr CIRCULATION\ ✓I I NOTCH (TYP) n l {{ „ PUMPS ` --`'F_D. ( ? IN WALL a ,t 4` SCH80 PVC RECIRCULATION --�- t, t it S: , { SUMP �— -a-- 4.SCH80 PVC RECIRCULATION DISCHARGE 2 3 4 ! ! ? PUMP - -- - 0 :'--o--� PER PLUMBING PLANS P I .1 �. I . I I . LUG TYP ; G.Z-6 VALVE U i E U FL,-- U U U () { ( ; �� t - 4"SCH 40 I { AIR ? ' 8"X8" PIPAIM NOTCH (Typ) ES I I ' Isla �• fi I I E., i ' I4 TANK I B.F.=53.5 i ( ? � n ;� 2" SCH80 PVC 2 '� ? �� - ^_ PERMEATE TO DIP TANK FILL •• I ? ( 10 Di A. - f { i I 2„SCH8a PVC ::, �,` ;�"`� � , j .;._� > t`-f{ i -T t � � 2"PVC I f I ' eERMEA r -,�� �� � i Cn Q { I , - _----------- ,� R: , ;, 5-� . t �\- - -� I I ` `,� ..�_.. r� ( SUCTION I `r- -� 2` - I l o 1 ? SCH 80 - ---------- ., :? i �: ,__ i k;; !, `gyp A :�,�}�} , `{!i- , , ! r w L� :t�� - +7S /� /yam ! -- `,�.>, tl :� •J { '. .:y^� j ♦ .l v� 1! ` r t + fit] i [ f). 11i �1 :t _ t' i 2 a- ".! �3 ��! r--•y-.•ti�•'�--�:.{ �...� � I"'� � c �� �,� , � `2 ` ` ll � 1;'`a�,/ 1 1 ".._.•jr c i s PIPES �—-�I—_----------- !__ , • -�, �_ �� ;z I ' -, E`1 1 a _ FLOW `� F.D_ 4"PVC = o ? ?'•- t i i i. }`t-i-rr i J -r"z. 1 -� :1 ^y r t-'--^'� i•� 3.�,•' "t^� f t # I �--- 0 - - i I . f i L- �:�:�a ,.. :; a E l_sr �{N. , f �.; o E { : r —# { b +�' '�4 � 1< r� 1-::i, 3.:ii � � ; 1,;� '.� ^�: ;� `\ u � � . �� _ Q. TANK { I I ._f~ r4 n . i-- FROM _ , w J I ! i 33" SLEEVES W.L=6A-1u"_ ^ � L+t"`t_.i{G .�^ -� {GU �L u �,� 3 try I L; 0 r cL 10 DIA. Li !{ \C 4 � 1/ ! Ij ## ' _ = 1 I I I { _ r k iT _ t L 4 t� 1= r ? L r ( G_•7—`", a 4'�G O I ` �-R I��I T,�I�. , - _ �.) - t I N1 } L t 8 E- -Al , I ' - '` `� !1 6 SQUARE OPENING FOR J _ - --, l i; I i Ll.1 l I - -, 'I• ( 4" DIA. QUICK DISCONNECT TX- ;` E � _-� ( j �--- CONNECT I.� 6"DIA. - ,,->- `DIA. ? r` gcF `; ! HOSE SLUDGE DISPOSAL MOTOR , 7 -,-= I `Lt -, Ulf G/�T� `� 1,,S� i, ( , 3 0 . ! { CONTROL ' G.ZO-6 W/GATE ? C 4"`DR�4IN_ N—DER : 4 ; ='- E i > —VALVE � �` } - c { ! , �_ ��� RL SLE I VALVE _ _ ` { ? ? _ ! EL:4.OR T SUMP I F ( rr B ELt �ti f 2"SCH80 PVCBUTTERFLY Jl ! t t _i I ' — — by �'Ir ( --=j. , ! ' 1 VALVE a - _ �- -- I MANUAL �t -' n, s ` _c f ; " ; , �,BACKRIJ-LSE ! i j , t { BUT_TERFLY C) MOTOR } SUGAR CONTROL ! . ` cL °- { 4 SCH ..O - VALV (TYP) NAOH TUBIN SUGAR ? � i { TUBING BUTTERFL AIR SUPPLY II TUBING ( ' J ! ., �s .; AT- r! '�''� 8 X8" PiPE � , i I• Y L. 4 ••i NOTCH (TYP) - —'r -�— 2" SCH80 PVC IN WALL GRATE & PIPE :< ,-==•r` i �r a ._ -: 4 PERMEATE i TROUGH �- ;i is ' '� ,° ! ! BACK-PULSE F. �, ,� KOBOLD �,, BOTTOM 62.5 " ` ' r' G.Z-6 i = ,-., ;�-=; �� c� AIRLINE - r- � ,Rik4 i i I t 1 --ter ,t 2 j ) F G.Z-6 - ! % IlErW ;it,;rIIND��iitC.O. I" i' �- !`! I ri ;�_L!t ? ( / r E i ! � �. ; I �� � � � � r t��nl r, C� �� SWITCH — f � �s `� (� ` �� � � ;,� FOR t f t' ,° .. . el A: K: U f _ i N \.:.�T ��,�L' tt �����i i . ,i [' �..1 i_ %` + EFFLUENT FLOW I r I � f 4 !f GA . '� ° f ; Sri o 0 1` # Lvi� l i.I"J= ^'� f/, N METER �' ? ;, ° i / , /,. i t �j `I�f 1 r I ANK ` I I ` ° o E( ` 3 T FJ Gl U C 7 fi0 trM t i r + i •• i !t +I :, f i.r ? / 1 =� L�.� 4 •-� i 1 i ''t 1 D_ _ ' ! /1 — -- Y / ? ` - - + { `•` ? i ICI �.' tit}`-t--� — — — — ---- -- --•-- - DER F ii i I i UN FLOOR i = � 2 2 r _ i 6""PVC SDR35 �.`+An"I�, 3 !' ! } DISCHARGE { ;: i t �,.. / �--� , f ,mil , -'� — — 3 \ �' ;` EFP TYP. i TO DOSING + j ! ;—� ( i '' f' / •- CHAMBER { ( ? x! ? 1 rI ; ? AIR j UV IC0N-I R01 P�F•\�L_i ;` i/ / 3 SCH80 PVC DRAIN = 3/8" SUGAR _ BACKPULSE SUCTION i {�i I i�•i 3 / � � f �P i E �I L � iV� i t BA CI `'-t VALVE - TUBING 2"" SCH80 PVC -----,i I I �.! ' / A. L+t=�/�. I�V i I 'A!V S•'� 4 i 1 1\ _ IF. ( ! ' Di A. K k t .: i E BACKP,ULSE S.UCTiONti ter` iF j i ., ' t i .., '* 6"PVC SGH40 T- > !C- 1 rll _ .EI(� f „- 1 1 EFFLUENT >- t ' . TO DOSING 2 ...... 3 CHAMBER { ;� i r f N t i ( (UNDER SLAB) c� �.• - :, ? �-. it i ' r �-i—,-+ r-� `, vt_ t t-1 "t CON —� i I ! + i - '`i- I ;' , 1 ;'» 1 1 i i 1 F ? j•—SCIUN!I `.�f�-`:t`?rLz) t ' { I { :.,�li.., � I `; i , t _J lit { i � j i � i '� j'�` {, fI I i � � DEP/TEAM COMMENTS 9 04 01 _.s _.t..�.; _ — } ' - '# 1 I 'l i + ? f ( i �i_ 1 1 I f I No. Revision Date 0./0 ZK 5EN1L_,; i i —' i i 1 - I' ; i it i + Designed by Drawn by Check y ed b CAD checked by Approved by IF i i ( Scale a n 1/2 =1 -0 Dote 7/24/01 s { Project Title Cott Landing j Wastewater Collection. & N f ( Treatment Facility Barnstable, Massachusetts Issued for NOTE: Groundwater]Discharge Permit - + • 1 . PIPING SCHEMATICS HEREON SHOW GENERAL CONFIGURATION AND LOCATIONS OF PIPE SYSTEMS CONNECTING PROCESS ELEMENTS. REFER TO ZENON PROCESS DESIGN MANUAL Drawing Title FOR ELEMENTS OF PIPE SYSTEM SUCH AS GATE VALVES, PLUG VALVES, SOLENOID VALVES, COUPLING, UNIONS, TEES, WYES, ELBOWS, PRESSURE SENSORS, AND OTHER PIPING ELEMENTS REQUIRED , TO MAKE A COMPLETE INSTALLATION. Process Piping Plan 2. Q REFER TO FiNISH SCHEDULE ON G_Z-3 I f Drawing Number ! I ; OF s mUZ-2 RCN t o.278e,of a sheet ar ISTfe ° �i1 2 i I Project Humber j EJ / 05162 i I, l\Mawaldtld105162\c a&dlw,,stewater-zenon105162plot dwg - i II I I • i Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 101 Walnut Street,P.O.Box 9151 Watertown,Massachusetts 02471 617 924 1770•FAX 617 924 2286 ' J I SEE WEIR DETAIL 70 70 2 TOP OF WALLS I INV.ELEV.=66.0 I ,. 2-3"" SLEEVES TYP_ 2-2 SCH. 80 ... 68 �Vo STAINLESS STEEL - I . ..ELEV.67.5 .. _ 68 . 2 . 2 4p. COPOLYMER MANHOLE ° a� ' ` ' ° ' HAND j a a: STEPS AT TOP OF a ° ° RAIL 66 a - 66 I 2 a 4 TO WALK WAY. ° a E 64_8 64.75 4 : e d' 64.5 6 j a• a ' 4. ELEV.64.5 a••: d �: 64.25e e . ° w. 4. e < •e; I _ 64.0 �•' .w ELEV.64.5 .. aQ 4""(TYP_) FROM WALL — Q .: e. °: 4•. . A. < 64 .. °� . a a " . : 'a TO BACK OF FLANGE 4'. d ° 64 a 4. .° .e: .• e .p• a. 4 4 'a• n •G ! e a CAST IRON WALL SLEEVE 62.5± t • ,• A•• El ° 1 4 d ELEV.62.25 ;. WEIR 4• .n a e: a A" ELEV_64.35 w r- 62 �, z = WEIR a 62 1 a-a.e Al 'a ELEV_64.60 .p .4 All a WEIR y.• < o• I N W [ij a FROM cL -5. a ' a _ ELEV. Q . EQ_ PUMPS °• • e —r� �� . -< (— .• . _a• ". r, , A _ ' : : _— • a.. • 1 II j •"J LL� d `•i- - a4 < ° a• f=: i- r-•. `�l if i-1t�� :l �. .a ^_— .- ; -•'v r 11J t t .t i _} s 1 ❑ :- %.t rr= i ! �Ca .�:1 C tS .ti ^j`a i i •:= S. r `S- f.-ram 3 !"k. -:i .��y. ��.i'L o-_. 7•.. ti °.S •� �' iL F� .r .fi.�:. i• .yi ryt tl' .7 a. 'r:.'•U: ;: yf i /i1 �t:�' i;_ _ p •a' C i'�i tJ Cjr-'^l�i�.'}—_i •, 7^r •3j .'t i� e. .8 :I � �^' <:- f- ,—_r:- . .. -v^'-` .. �.s_r. •1 i. 6 0 Clr m�'? <. v ?A IV ai .. 'T i <' ✓-Yr`.v - 6 0 j Q `t ci% :J StG a i3 `�j tl fi3 • _ a t 4 ` r ^,,i i t- j 1--z1 • 1:11 •l. t. r ry'^__ a e• t .1 e: t za a. 1 .°: e•.i •.i._ 'A-4 .. �t n :-:\ Fj: U 1 n�..t �- e7 t'.T� #j !� .�-. .o. i.* r_! LL" `t9 y4. r ,; .-r._t 3 t 1 ;3+'' - L'J 1t1 t 3 _ y r' aL -_ a n a - -4, e 1 1 • a 1+ li •11;Ci LTI d a- ' t 4'. tli_�.=C},'�.`�,. Q •' •a Q S..yyt7 i �6T'—C'i '� f `•—v e a yw.` i�i•—v,r e +l:i j •CL 4'—L •°a a j W. a ,( r• r'•• r� .< 58 2-2—DiA_ .t .-511.0 -:�:_E - :��_:; t I SCH 80 e PIPE ° < . =�� 4 ' 4 ,e I j 4 RETURN o 58 ° o ` t SUPPORT ° A. 4 RETURN -. d• `; , '� INFLUENT e: .` : RECIRCULATION 4" RETURN :.' < ° - MEMBRANE ; —, i �.ad I (TYP.) RECIRCULATION . °a e 4 RETURN RECIRCULATI N:. CASSETTES ' . RECIRCULATION : r Y, 56 L r. d F I 56 i q < .. 4.. SUCTION a• �_ELEV_=56.0ELEV_=56.0 ELEV.=55.75 RECIRCULATION I "• a <° . ELEV.=55.5 a < t e4 ELEV.=55.25 ° 54 - a �. 54 .a •d ° 5.0 1 . • ' : . ... < 4," SUCTION < ., f4•' ff 4. ., a .a s j ..`d end `_ 4ff SUCTION 4 SUCTION p'' : 4 SUCTION 4 SUCTION :e , > RECIRCULATION RECIRCULATION RECIRCULATION RECIRCULATION :° - RECIRCULATION <: r. t ' .. P : � � .°•: a 'a - ° e a d• < 14 . ELEV.=53.5 52 flC 5 TYP_ :d FLOOR BEYOND I ELEV_=53.83 t a a _ a . _ e . _ ELEV.51 .0 — —I < • aa. d' d: .• .a •• A _ od < :d < .da nd ,, .. < a°,a a .� a'. a-' - d a • • ae •a- Q •. •• �: < .. < ° G a •° Al 4 •.n w a < sd - - •3' _ .. d• a P• 9 4 A AI d' •a .a .. < _ d ..a• - _ F• dQ a °•' < Z4: _ <a .a: d .< Al j -50 i ELEV.=51 .33 ELEV.-=51 .33 ELEV.=51 .33 i 48 ' 48 i r. _ • FINISH SCHEDULE(NUMBER SHOWN IN } /& DEP/TEAK: COMMENTS 9 04 01 I No. Revision Date ppvd. Designed by Drawn by Checked by t ALL REFERENCES ARE TO TNEMEC .COMPANY, INC. CAD checked by Approved by COATING SYSTEMS. sale 112^=1'-0^ Date 7l24�01 Project Title E i PRIMER FINISH TOTAL THICKNESS Cotult La NUMBER SURFACE PREPARATION GENERAL Wastewater Collection & SERIES THICKNESS(MILS) SERIES THICKNESS(MILS) MILS COLOR USE DESCRIPTION 'I'�C�.ta�e�t �'�.C�$�T 1 EPDXY BRUSH—OFF—BLAST 69 Hi—BUILD 6 MIL 69 HI—BUILD 6 MIL 12 MIL EN13 TERRACOTTA TANK WALLS—INTERIOR Pamstable, Massachusetts EXPDXOLiNE EXPDXOLINE CLAY WAI-`RBORNE ACRYLIC 113 & 114 H_B. 113 & 114 H.B. YB31 TWINE BUILDING WALLS—INTERIOR 155uea for } 2 EPDXY CLEAN AND DRY TNEME—TUFCOAT 4 MIL TNEME—TUFCOAT 4 MIL 8 MIL (LT. BROWN) TANK WALLS—EXTERIOR AND TOP Groundwater Discharge Permit 3 EPDXY SHOT BLAST 201 6 MIL 280 TNEME—GLAZE 6 MIL & 8 MIL 20 MIL (GRAY} BUILDING FLOORS (HIGH SOLIDS) EPDXOLINE TWO COATS TWO COATS EQUIPMENT PADS 69 HI—BUILD 69 HI—BUILD SC01 ` 4 EPDXY SSPC—SP6 69 HI—BUILD 4 MIL 69EPDXOLINE 4 MIL 8 MIL SAFETY YELLOW TANK HANDRAILS/LADDER/PIPE RACK Drawing Title 5 EPDXY SSPC—SP10 69 HI—XO BUILD 4 MIL 69 HI—BUILD4 MIL 8 MIL (GRAY) INTERIOR TANK PROCESS PIPING EPDXOL)NE - EPDXOLINE 6 EPDXY SCARIFY 69 HI—BUILD 2 MIL 69 HI—BUILD 2 MIL 4 MIL (GRAY) 2'" PVC INFLUENT Tank Sections EPDXOLINE EPDXOLINE 69 HI—BUILD 69 HI—BUILD I 7 EPDXY SCARIFY 69 HI—BUILD 2 MIL 69 HI—BUILD 2 MIL 4 MIL (BROWN) RECIRCULATION LINES—PVC NE 69 HI—BUILD 69 HI—BUILD I 8 EPDXY SCARIFY EPDXOLINE 2 MIL EPDXOLINE 2 MIL 4 MIL (RED) PVC—PERMEATE Drawing Number 9 EPDXY SCARIFY 69 HI—BUILD 2 MIL 69 HI—BUILD 2 MIL 4 MIL (RED W/BROWN BAND BACKWASH PIPINGG* P' ! EPDXOUNE EPDXOLINE AT 30 O.C. �j — t 10 EPDXY PER MANUFACTURER 69 XO HI—BUILD 4 MIL 69 XO HI—BUILD 4 MIL 8 MIL (GREEN) COMPRESSED AIR—BLACK IRON .Q�� ��, ( / cs NCH a. cn Sheet of EPDXOLINE , z7�g�ggi 3 n 'VAL �`�C.� Project Number ' 05162 1lMawald11d145162\cadlld�waste'water-wonV5162plotdwg I 78 78 78 78 I 7s 7s I 76 Vnnasse Hangen B'rustlan, Inc. 76 f ! Transportation ' I Land Development f 74 74 ' Environmental Services 74 : i 74 i 101 Walnut street,P.O.Box 9151 � SOUND INSULATED CEILING CHAINRAIL AT MEMBRANE & DIP TANK i Watertow n,Massachusetts 02471 I I --------8=tN•SUI=A•TE 72 72 f17 9241770•FAX 617 924 2286 72 BLOCK �1 VER IRO O 70 I 7Q SEE ARCH. PLANS 70 70 300 GALLON BACKPULSE TANK r------ - � 68 68 .� i 6 68 I ® T.C_=67.5 ® =• _ HAND 4" AIR HAND RAI • •- " t L . RAIL `- L-66 66 FP-E-FLAG E 6 66 FLOOR 64'-9 0"t GRATE „" Q T.C.=64.5 ". r��� �\ n T.C.=64.5 - •:- -�-- i Lo"� i all <;.. till 141 — T F.F.=64:5 `1 `� = .._ j _ • 64 64 64 i PITCH TO DRAIN SUMP -- ,: :,.: BACKPULSE PUMPS s4 4" DIA. BLACK IRON Y' DISCHARGE AIR PIPE DRAIN -'" _.. _. . PIPE I VALVE I I 2" PERMEATE ¢� 62 62 ' LINE " TAIRS °' 62 a °. . 62 i . . ' 2" BACKPULSE GUIDE 1 ! PIPE TROUGH _ _• - -,. • °� 1 RAILS R . a. .• a _. 60 60 NA TUB 60 STAIRS = ��F � ° " • 60 OH TUBING "'� �' ti�t a ' `�� 3/8" DIA. 64'-0" ! n rt SUGAR TUBING _ -s1.0 I 58 (, Y . 58 58 58 • W.I_.=ss'-0" • _ 2" SUMP ~ e =�10 — DISCHARGE j`.. '` PIPE 56 56 56 56 l I E EE E E CAST IRON • _= A E S S S II ! 4" DISCHARGE /ff - ,. FLANGED ECIRCULATTIO ` p. WA�SI=EEVE-S---YP,1 AL 54 54 54 ALL RECIRCULATION 4" 54 4" SUCTION �'• DISCHARG RECIRCULATION :a PIPING _ j - I 52 52 52 ,�: RECIRCULATION - - 4•: a- a PUMPS _ ._. i 'a 4' '4+ { 7 i•'t -•A .Lam Sa 50 50 50 l I 4"'SUC110N 36"DEEPX30"'DiA. Z G_z-s i I 48 48 SUMP PUMP (BEYOND) 48 48 : n I Sc_GTIOI t 2 VE— it 3 ,8..=1 -0.. GZ-i 46 46 S r I In":I 5 5 76 Vr R T: 3 j"8 i I BUILDING WALi 74 74 { I 72 72 -72 ' t f ' �� � � SEE ARCH. PLANS t. i 70 70 70 t i STAIRS BEYOND STAIRS BEYOND i I 70 � f 1/4"TUBING t tl E SODIUM 4"�1iR PIPE _ PUMP II + HYDROXIDE PUMP I' 68 68 - i �-- rt 68 68 ~ -- ! t I T.C.=67.5 TUBING T.C.=67.5 HAND I SUGAR MIXER HAND i - RAIL RAIL NAOH I _ 66 66 66 DRt1 i + ,. - fib 4'-9� I MIXING o _ WEIR EL. 6 T_C_=64.5 I B-F=64.50 TANK WEIR EL 64-6 T_C_=64.5 , I v p 17 1 i a• :a• - 64 64 a. - • I E _b I � 64 64- ;. I I a I I B.F.=64.17 r _� I SUMP t PERMEATE r = 2" PERMEATE n DISCHARGE 2 LINE I( . LINE a I r. '. PIPE < a `-' —__ a` _-_____ __ —_ _— _—_` 2" BACKPULSE _ E I _ __ __ _ ___ d. 62 62 I _ -___ _ _ -__ _ _ _ _ -- _--_. - -____ _ _ ___.__ _. __.�. ' 2 BACKPULSE - - 62 ".� 2"SUMP 4: _ a•••.• I .� •a: ' DISCHARGE W I I PIPE G NAOH TUBING NAOH TUBING 10-DIA 1.0�.D1.A�_ STAIRS ` — - 60 60-_ _ -- -- _____ __ I( _ _ STAIRS —._.___ 60 .. 3-8"-DIA: - - ---_ __- -- - r 3/8-DIA_ I I -60 SUGAR TUBING II SUGAR TUBING ^eea z�—. as• r i � DEP/TEAM COMMENTS 9 04 01 No. f Revision I Date Appvd. �-" c; 58 58 _ " ~~ `- Z 58 Designed by Drawn by Checked by 58 W._.= —`�" y p l =tea" a: ! CAD checked by Approved by Scale Date 7124101 56 56 Project Title 4` AIR PIPE n = I 56 COMA Landing II 4" AIR PIPE 4" DISCHARGE _ ' 4" DISCHARGE--//e.:. __I I RECIRCULATION I ,-. 54 54— ^t -I I- R€GIR.CULA7I0^! ' 54 Wastewater Collection & 54_ 6..•G;4TE"VAL`VE—� i /CTE�TA .cY 4"" SUCTION R':' 4" SUCTION I FINE BUBBLE RECIRCULATION l RECIRCULATION Treatment Facility t DIFFUSERS _. 52 52 — i _ _ Barnstable Massachusetts 52 — - -- 4 t_ - _ _ 52 issued for 101 B_F.=51.0 B_F.=51.0 E B.F_=51 a 0 a . -•• •.• B.F.=51.0 4. Groundwater Discharge Permit • •i _ •G •i .•• 'n .. V .. - -.p -•+. t• •4•. a R •4 _ .. _.... .._ ._._ - -—_ —_._ i 50 50 -_.-_ _... { � 50 50 Drawing Title 48' 48 48 -- - 48 t•�, :'k 4 Tank Sections :;ice.. f O O Drawing Number Of k-J*Zi®1 �� RYNYt 4 ca Sheet of A 6 F"{ST Project Number 05162 11Mawald\id1051621cadUd1wastewater-zenon105162p1flt dwg,, -^ Vanasse Hangers Brusdin, Inc. Transportation LandDevelopment l Environmental Services 101 Walnut Street,P.O.Box 9151 Watertown,Massachusetts 02471 617 9241770 FAX 617 924 2286 I L----------' /> i I I � • t O O I f O O 1111 X3"—a„DEEP SUMP PIT SL -1P PUMP � m 8_X8" PIPE RECIPCULATIO1�1\ f� I NOTCH (TYP) I PUMPS � ` I N WALL I i® 1 i I e t 1 • R s-! CD i .� I i Dt 1 P 1 :\ . •LE— i I Ali �fi `I M 3 �✓ 9' DLL? C. 30" 3 { ! zt i r7 I - X ;� �•r j:--rc, r --^-��--r�tLc^�:� .mac.., � �, r � !I ' '-•.n_� _ .:-� �=•x:.c-=•.: ^•� '-r• i , M-' =-•�=a � � n�`t^-• [ 1 t _x ;:''+ E ' _fj^ ;C\ :r: ' _\ .'i sf i ti,:ts E! y la f i _nu - of•K'• i - ' — a ! - yrl } ac:-•._a i .•r I l s (' i + it - I } �'rf.�: i_.=1u :� 1 ! Z j u .I e, •'��' r:i ,. 1'_ i.i r `•.. a ',•1.•: �%�LII `c! `'E i, r `.`' ' :y?. tray�• �•••-�}-! � ( .� i .-zy... � :l"" f`: 1r=�E' f. •� ' ..r='3--.'fit•';= •Y`� yl' i "•" i �-• �`+�'S-i ,! ��� �� r I I ( r I __I �.l�i✓ s:.'1 ,_I f. ,,,.1 _ .� I ^;�'�•+ - - -- �s 1 I g , i I ; tr i { ! _ ; {�, !� _ •' t ; fy I r 30"" t I .t_ 1! i ft: �� •i+ ! ! -i^�,�_'!^�T In QUID =' ._. E••� ! 1+� - ! f'- r, ! ; �' ----v •V _ H, L InQUIV _L. 64 F-; } j t,•-.! (�'.�.rt+s_l EL_=n'i' -C !� c� r`i l•:r V'it r�. RENTi '•1�1�� f i•L�il .yF G.Z-6= �l ! — V t, I -•�f'__.I:".c`:'•^y''_^�,. If ' i , rL. y 1 ;-.^��•^~.._ - � I '-� I--. � � r; :-'t: i r_•:'�s �: i v 4 r •.,_���L_„--,�•_.' 3 ( 7 i :--lv' i r I ! I �'..%�:-'LI_ J�N is. t ` N �._..•\1Vi. ` -i- -- `• f" i _ VED FUNEn NJ -r(D '00, U�: ^% 71 M;XIIVG ! ' r—= i ? ' u E } ! I >< 8"X8`" PIPE i 1�:� ! ^ C li .s tl J J NOTCH TYP) ii 5T -`'J Vt IN WALL +/� it t L i' ;,I I i .•\ i;cr, ,a rc 7 1 0 1 I I l -y l.�:, `! i1 i ; t;.r r�r't`IT_`r%=-i •'``„ ��.'._/ ! �' j i y ! �--! / \ G.Z-6 1 . ._'!".'a . l :!o:.✓ '!;: s'�:�. �, f /f' I,'! � i{ ;f !'� i `yV• .%i � � r`'ti`l.J;`��iif S �F,17 ;� ;;!•� J i r; so i i 1r •: t �f r t :l �r + i, i i y - v i i \,� 0 0 !s iV: i i t ii ii `'` r✓�-� —_-! L' ;t>\/X Gi v,- `�c j1,j `; j ^'• - , --p - J` 1 i 1 ! �'/mil~ I I f , \\ ''�' *. i f ! f /J s j•. �. r j — , i-- — DEP/TEAM COMMENTS 9 04/01 No. Revision Date Appvd. t f [ w�i i TR ,! '`. ti i -•l .. I _ .. _ .., .. ... .. _ .. .. - .. .. _ n ._ .. .... i 1 � . t Designed by Drown by Checked by C r,.C P,41 J iJ !' I �r ; ,t UNIT „ ( t CAD checked by Approved by 1 t i ' i! V I f U �.i �i t {lIrr � JiJri�;> t f S Scale 1�2 -� -� f (�� ! ��I i ' I -. )e �-"•! ;� "S !� It 1^ MIX ii \Ff/ :{j i?1��"f-� 1 _ n f n Date 7111?I01 . , Din. \ t r,I r� 'it ;fi - . QV R: I�r. ; r�L:O\;t!h-, ! � -` ! Project trite I -�; �.l L: .i iy. try J: 'v'',r�{Y + " •C ! ����••��■t -, ! I �\ L' lVif T-^�r;.ri- r'' iwi CotK�t 11and � H. Wastewater Collection &Lj j k f Treatment __ e Fac�ty UN K f ! y t �t I i ( f r "` } ` r ti•^r �: f; { { EI ffi r i t 41 ( I\lj)l t i I i Rs����.�'a 7 Massachusetts a ass ituse is A, ''El `..' ! ' i ^i: ' ! -`• ! i*:I r•. i { ~� ' t ;, "i�l Issued1J u1JJEa7�.�ible [WJac ll , t'\I�!-- !.J .V ! f ! t ti.. r i 1 i•/ i i I i ! V 77� J i -. ► �-- - i ,_ Groundwater Discharge Permit Drawing Title , ! l± ` Walkway Plan f Drcwina Number I OF � U.Z-5 t9 FR ,13 `� Ly. H f y. Sheet of 4 x 27 t 5 �A FGt G��a d Project Number 05162 \WawatdWO5162\cacMdlwastewater-zenon\05162piot i 0 0 0 3—$ r` O 3•-0" 0 p 00 0 0 Q O ° aoo ° p 0 0 000 00 0 Vanasse Hangen Brusid n, Inc. O O O 0 O O O O p TOP OF CONCR WEIR CAST IRON COVER 0 0 0 0 b 0 ° O ° ° 0 ELEV. VARIES T'ransportatiou O O 00 0 0 p SEE 4" baud Development . o 00 0 () 0 p O 000 0 O (TYP. Environmental services O 1/2" DIA. HOLES 0 O O O 101 Walnut-Street,P.O.Box 9151 3 ROWS _ Watertown,Massachusetts 02471 s" 617 9241770 FAX 617 924 2286 • ELEVATION VIEW 8 45' CHAMFER VENT O O FLANGE - ELEVATION VIEW DISCHARGE ELEVATION VIEW EL 67'-6 FLANGE 4" 4 4" _ :. - - ' o 0� •— a $" _ ••a�-� a a . ► 45'CHAMFER o v a O O a d° e a a s e•• a a cd ' a c a :ada ..a a _ 4 d A o -a' a. a .a •d. O CAST IRON FRAME 0 4" TO SUMP DRAW O ELEVATION VIEW 1 SECTION VIEW WEIR ELEV. VARIES --�-- 4" TO SUMP DRAIN 72" -SECTION SECTION A—A 7/17/01 BARNES COVER MODEL 305 Trough Detail 7/17/01 Moor DrAn Detail 7/17/01 ( Weir Detail 7/17/01 7 Pipe NotchlnWall PLAN VIEW W/ONE DISCHARGE FLANGE N.T.S. N.T.S. N.T.S. RI i CHAIN RAIL AT M 2"X2"X1/4" TANK(SEE BRANE 2"X2"X1/4" TUBING PLUG VALVE 2"-6" PLAN FOR LOCATION 2•—g" TUBING 2"-6" SEE SECTION 5 ON 2—6" FRAME & COVER A DWG. G_Z-4) 2"SCH80 TO EFFLUENT DISCONNECT UNIONS TO ELEC. D TANK & CONTROL SPACE SPACE— PANEL , ' 4. O.C. 4. O.C. SPACE 4" O.C_ ELEC_ & FLOAT P WALKWAY GRATE tD 29-1/2" 1/4" GROMETS 'a WALKWAY GRATE p. 2"X2"X1/4" 2"X2"Xl/4" 1/4" : • STRUCTURAL TUBING TUBING STRUCTURAL TUBING \\ CONTINUOUS ACROSS • \\ — 1/4-X4" / BUTTERFLY VALVE a. a. INFLUENT TANK 1 4"X4" I KICK PLATE KICK PLATE • D p .D -- arc•_.•- -- l" GRATE _ _D TO JTOWA 1/4"X4" Zg ,L) TWO SECTIONS OF GRATES 1/4" KICK PLATE ALARM a 1 fl•a 1 KICK PLATE EACH 14-1 2" WIDE WITH HIGH WATE POWER CORD : -a' . �� r LENGTHS TO MATCH AT a CROSS MEMBERS LOAD ON 2" SCH80 PVC b RATED TO 100 POUNDS D CONTINUOUS °C.I. TO •D ¢ p D O (O �, PER. SQ. FOOT PVC ADAPTER P ' 14� ACROSS ANOXIC �- AERATION TANK TANK a D ' 1/2" HILR ANCHORS(TYP.) 64'-3" p ' 'p , , 64'-10"t 12" - a a 3"X6"X1/2" PLATES 2" C.I. F D " FLOOR EL 54-6" D• '' BACKCHECK 64'-0" 64'-9" 64' , • D VALVE BARNES SUBMERSIBLE g —' , D' C° — NON CLOG PUMP INFLUENT TANK n ' NOTE_ MODEL SEV511VF AERATION TANK GRATES To BE HEAVY DUTY OFF 1750 RPM ANOXIC TANK A' MEMBRANE CHAMBER ; ALUMINUM PLANK BY OHIO ;� ( 1PH.110V.0.5HP GRATES, INC. SURFACE TO a p x BE PUNCHED 3" LONG ' BARNES FIBERGLASS 1/2" DIA_ HILTI �: BY 5/$" WIDE RECTANGULAR FLOAT CONTROL BASIN NO.094614 ANCHORSEI a U "1 . OPENINGS IN UPSET PATTERN (OGI) W/BALLAST SUPPORT I 12" FLANGE AND 12" PiM 2'-6" DIA. 12" SECTION VIEW i Walk Detail At Membrane Chamber 6/012 0Walkway Detail At went Wank 7/01 2 'P4�•alkway Detail.fit Air Pipe ®Walkway Grate Detail 7/17/01 Os�p Pump Detail 7/17/01 O 6/012 N.T.S. REV' N.T.S. REV N.T.S. REV N.T.S. N.T.S. EQUAL SPACE LAST TWO AT END POSTS 4-MAX ——— — — ——— — — — ———— — —— —————— ——— �-1 ❑ I I --- 1191, I I NOTE: I ! 1 I 11 1 1 11 4 SUPPORTS EACH DIFFUSER ROW ( I I I 2"X CAL HORIZONTAL AI ND I I : 1 1 1 I 27X2"X1/4" STAINLESS STEEL I I I VERTICAL ANGLE. H1L71 HIT-HY150 INJECTION ADHESIVE FLUSH END CAPS/ I 1 3/16 �/ 1 1 1 1 { I KNEE BRACE ANCHOR 1/2" DIA. X 3-1/2" EMBED(TYP.) 1" FLUSH WELD I 1 FLUSH l I I I I I AT EVERY OTHER a DEP/TEAM COMMENTS oT o, I i I l 1 t ( VERT. POST & �--_ STAINLESS STEEL t t TYP. ALL CONNECTIONS I I No_' Revision Date IAppvd. _..— , � I CORNER POSTS . U—BOLTS & NUTS --- ------- -- ------- ---- • ON SIDE OF PROCESS Designed by Crown by Checked by (TYP)ET ® 4-0"' O.C. T --------- - ------ -- - TANKS CAD checked by Approved by X 1 Ii I 1 1 1 \ Scale As Noted Date 7/24/Ol 2"x2"x1/4" TUBING I i 1 I 3/16" I I 11 \ \ Project Title I TYPICAL N 1 1 4"Xl/4" PLATE EACH SIDE I I \ \ 1 1 1 11 OF WALKWAY 11 \ \ oILEtXt Landing 4"XII 4 PLATE I I I 11 \ \ ALUMRNIUM c°EXTE NAL — I I / " !� � I 1 12" 1 1 \\\\ • II I1I1 -=-=-- - ---------=---- --- Q ---__ _ . - Wastewater �olleCft FIT ----- Treatment Faces 1 I I I v 1 I .4"AIIR' PIPE': c— 1-y a Bamsrable, Massachusetts 4"X1/4" PLATE EACH SIDE I I 11 v cL u PTI rR OF WALKWAY I I ( I ¢ I I I GRATING I ( 1 I E- cat ° 1 i tDl N ZQ Issued for I I I ! 2".BACKPULSE -- ; I I I I 4" PVC 11 11 = 11 1l D D. ate— Groundwater Discharge Permit ¢ 1 I I ( 2" PERMEATE i I I — o p D ' PROCESS ! W Z I i f I uNE N •3/E' DIA_ TANKS I ! ADJUST TO LEVEL I I 'V GRADE 12" `n U I I NOTES: I I I IIf A GpR T�JBING d 1 I 1 I I - TYP_ I I 1. SHOP PRODUCE STRAIGHT SECTIONS ! I I I Drawing Title t 1 I i/2" DIA_ STAINLESS STEEL I 1 I I 2. FIELD WELD AT CORNERS I 1 . 4 D SEE STRUCTURAL 1 ( HILTI ANCHOR BOLT & NUTS I I __ 3. GRIND SMOOTH ALL WELDS NAOH TUBING N I 1 — �— , . ° o FOR WALL THICKNESS ELEV_51_0 I I I 1 I 13/16" HOLES 4. SHOP PRIME COAT , 1 j I tr e Ji WITCH FIGURE 800 PVC I I 5. FIELD (YELLOW)iN� FINISH COAT ° , I ' ( CONCRETE-FLOOR ! i�? CARPENTER ANDPERSON. INC ( I I i ( ( p 1/2" H1LT1 SS LAG BOLTS ��t `S i ( I I WITCH FIGURE 49 BRACKET I I 11 ! 1 a WITH LEAD SHIELD 11 I I l ! I I 5" x 2 x 3/16" i I I I I ! ° ANCHORS (TYP.) I I ! I ALUMINIUM CHANNEL I I I I I I _ p ° EMBED.D D ; D: °. MANUFACTURER'S 6005 T5 RECOMMENDATION EL.64' 6" i a :•D D P - Jill } a Q p c(I I{ a [III v D - a• D a o _ Up •° DA 11 Its a. D: ? p Drawing Number _ p, p -° p " D• G.Z`6 ! FACE VIEW SECTION VIEW IraCH .27 9'e1� u,� / Sheet of e Support Ladder Stair Detail Typical Wipe Bracket For Concrete Wad sot �`� � . �`a Q,�' 6 Typical Diffuser S tap 7/17/01 s/01 / Pipe Rack At Walkway Detail N.T.S. a REV 6/012 � 't?h�TcRho N.T.S. Diffuser Support N.T.S. ladder—detail N.T.S. Wall Bracket -A'1�7_T S. `-_I`_�/ Project Number i Y Y 05162 1 \Wastewater-Zenon\05162det.dw6 I' r Big Dippee Point Source Automatic IF Grease Removal Systems W-200-IS Specifications' MOTORMMER 14"CLEARANCE REQUIRED FOR ENCLOSURE STRAINER BASKET&LID REMOVAL 24.5" --------------- - e - INLET OUTLET -- 19.5 GC-6 14.75" ; GREASE 8.76' 10.5" oLLECTO 10.51, 2"PIPE --- 6 QUART --- - INLET/OUTLET CAPACITY 22.5" T 17.5"— SIDE VIEW END VIEW - 25.5" FEATURES: Fully automatic self cleaning cycle. Removes col- INLET OUTLET lected grease& oils from tank without any operator assistance. Comes complete with 24-hour timer, 24.5" •Constructed of corrosion resistant materials suitable for installation in virtually any location. Attractive sanitary Stainless Steel exterior. •Integrated Motor/Grease Outlet/HeaterRid enables a U-------------- fast,do-it-yourself unit operation reversal. TOP VIEW •Easy lift grease collector simplifies grease collection container emptying. •Compact footprint. TECHNICAL DATA Materials: Exterior:304 Stainless Steel,Bright Finish Interior:Rotationally Molded Polyethylene Electrical: 115 VAC,60 Hz,350 Watts(3 Amps) Maximum Inlet Flow Rate: 20 GPM Number of Skimming Wheels: 1 Skimming Rate: 35 Pounds Per Hour 090 Grease Retention Capacity: 40+Pounds Internal Solids Strainer Capacity: 1.16 Gallons 02004 Thermaco, Inca•All rights reserved -Patented/Patents Pending -Specifications subject to change without notice 7/04 Thermaco, Inc. -PO Box 2543 -Asheboro,NO 27204-2548 -Phone:(336)629-4651 -Online:www.big-dipper.com 1 Pin ninnsmr5 Pnint Rniirr-im Atrfnmrntir_ Grease Removal Systems W-200-IS Specifications INSTALLATION INFORMATION DO . . . Allow a minimum of 14"clearance for Suggested Minimum Footprint Dimensions removal of unit lid. READ instruction manual included with ----- system before doing anything. 4„ 22.5" _ 6„ 6- Install unit allowing for the minimum clearances shown. 'I 8 75" Make sure the height above the Internal Strainer Access Cover is enough to remove the strainer. ---------- INLET OUTLET Make piping connections with rubber "No Hub"connectors. 8.75" Keep outlet piping as straight as pos- sible.Use only"sweep"connections. Install vent on outlet piping. 7" p p 9. GC-6 GREASE Fill the tank with water before energiz- 4„ COLLECTOR ing the power to the motor and heater. ------------------- Set Prog rammable Ti me Controller f or proper operating times. DON'T . . Note: Install"P"trap on outlet connection Reduce pipe size on outlet piping. Installations must comply with of tank. (Note:the unit already has all applicable local, state, and an internal gas trap). national codes for your area. i Job Specification: Grease and oils separator(s)shall be Thermaco Big Dipper automatic grease/oil recovery system(s)as manufac- tured by Thermaco, Inc.,Asheboro,North Carolina as noted on plans. Separator Specifications: Furnish and install_Thermaco Big Dipper Model No.W-200-IS, bright finish type 304 stainless steel exterior, rotationally molded polyethylene interior automatic self-cleaning grease and oil recovery separator(s)for floor mounted or partially recessed installation,rated at 20 gallons per minute peak flow,40 pounds of grease capacity and includ- ing as an integral part of the unit, 1 rotating gear hydrophobic wheel assembly for automatic grease/oil removal,an integral flow control device, self-regulating enclosed electric immersion heater, a vessel vent, an integral gas trap, an integral programmable 24-hour multi-event time control,a field reversible motor location,a field reversible grease/ oil sump outlet, quick release stainless steel lid clamps, a gasketted and fully removable 304 stainless steel lid, a hinged lift-out strainer basket access,an internal stainless steel strainer basket for collection of coarse solids,and a separate grease and oils collection container. Electric assembly shall be tested to comply with pertinent sections of the Standards for Safety ANSI/UL 73 and/or ANSI/UL 1004, Electric motor shall be equipped with thermal overload protection with automatically resettable switch. ©2004 Thermaco, Inc. -All rights reserved-Patented/Patents Pending -Specifications subject to change without notice FiTo_41 Thermaco,Inc. -PO Box 2548 -Asheboro,NC 27204-2548 -Phone:(336)629-4651 -Online:www.big-dipper.com H2