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HomeMy WebLinkAbout0048 KATHERINE ROAD - Health '48 Katherine Road, Centerville A = 228 144 CRAIG R. SHORT, P. E. 235 Great Western Road P.O. Box 1044 Telephone(508)398-8311 South Dennis, MA 02660 Fax (508)398-3063 PROFESSIONAL CIVIL ENGINEER, SOIL EVALUATOR, SEPTIC INSPECTOR SEPTIC SYSTEM DESIGNS, COASTAL&BUILDING DESIGNS April 7, 2000 NOTIFICATION TO ABUTTERS OF: Applicant Gerald D'Ambrosio Certified Mail 42 Lawndale Road Return Receipt Requested Stoneham,MA 02180 Re: Septic System Upgrade @ 148 Katherine Road,Centerville Dear Abutter, Please be advised that an application for variances from the Regulations of the Massachusetts Department of Environmental Protection,Title 5, and/or the Town of Barnstable Regulations for Subsurface Disposal of Sewage,has been submitted to the Barnstable Health Department for approval. The following variances are requested: Tide 5 Regulation# 15.248 and Barnstable Board of Health Regulation Reserve S.A.S.New Systems shall include a Reserve S.A.S. Area— No S.A.S. Area Proposed Barnstable Board of Health Regulation Distance between Wetland& S.A.S.; 100' required—A 2l' Variance Requested Distance between Wetland&Septic Tank; 100' required—A 50' Variance Requested The application and plans are available for review at the Barnstable Health Department, 367 Main Street, Hyannis, MA 02601, Monday through Friday (excluding holidays) from 8:30 a.m. to 4:30 p.m. A Tentative hearing date is scheduled for April 24,2000 beginning at 10:30 AM. Please call Barnstable Health Department to confirm(508-790-6265) Sincerely, Craig R. Short, P.E. Cc: File Barnstable Board of Health Abutters I �t prr DATE: —�'Do O-� FEE: + HAFtNSCAHLE, • 9 MASS. T Town of Barnstable Ste. DATE: Board of Health 367 Main Street,Hyannis MA 02601 Office: 508-8624644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 148 Katherine Road, Centerville Assessor's Map and Parcel Number: 2 28/56 Size of Lot: 20,000. S.F. + r Wetlands Within 300 Ft. Yes XX Subdivision Name: LC 30469 1961 No Business Name: PROPERTY OWNER'S NAME CONTACT PERSON Name: Gerald D'Ambrosio Name: Craig R. Short, P.E. Address: 42 Lawndale Road, Stoneham, MA02180Address: P. 0. Box 1044, S. Dennis, MA02660 H 781-438-8448 Phone: W Rnn-496—o5n1 x 216 Phone: 508-398-8311 VARIANCE FROM REGULATION(List Res.) REASON FOR VARIANCE(May attach if more space needed) 15,248 - Reserve S.A.S. Will be closer to Wetland Dist. of S.A.S. to Wetland Less than 100' (21' variance requested Dist- of S.Tnnk & 'Pimi Chamber Less than 100' (50' variance requested) r'bf to Westland Checklist(to be completed by offrce staff-person receiving variance request application) our(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of floor plan submitted(e.g.house plans or restaurant kitchen plans) Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) Variance request application fee collected(on fee for lifeguard modification renewals,grease trap variance renewals(same ownedleasee only],outside ` dining variance renewals(same ownerAessee only),and`variances to repair failed sewage disposal systems(only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G. Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. Q:/wP/VARIREQ Zzo �`. #41 ng 53 MAP 228 779 :.... . . M1AP4 7 MAP 228 #9e 62 #8D 14106 15 54 51 MAP 228 #91 MAP m 7 ..... Ma m .-- 54 #T 0: 151 MAP218 #T30 194 ' #164 MAP ZZ8 58 s �,• #154 ' MAP/1 /5 I i 100 FT. BUFFER I , M MAP 2.2*8 PARCEL 56 sI SCALE: 1"=100 *NOTE mmbndit topog oo and **HOTS fie Paw lanes are only gnoic rep osoniatim DATA SOBRCM- Manimania(aa Hnode features)wave interpreted fim 1995 aerial OwwF s by The lanm vegafal'imwn mwdto m H tiorral of pope gIxeradmies loyme rmttmelaaatim4 and. w.Smd Qmpany. 1989 aerial pho4mp s byGEOD i Map Amaacy Staff at a Salle of do not reprwo adad rdationshipato 00d diodls farpomkL Kow—mriq tapo ov,and vegetatron were mapped to meet National Map A mmty Standards on the map. at o save of 1'=1 W. Pawl lines were d%Mmd from 2000 Town of Barnstable Assessors lumps. ...1gis)ctl\bamldgn\m258p56.dgn Mar.28,2000.14:3936 100 Ft. Abutters List - Map 228 Parcel 56 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requestor of this list is responsible for ensuring the correct notification of abutters. Owner and address data taken from November 1999 Assessor's database. Mappar Ownerl Owner2 Address City Stat Zip Country 228055 DOHERTY,JOHN&KATHERINE 42 WAREHOUSE RD HYANNIS MA 02601 USA 228056 DAMBROSIO,GERALD J DAMBROSIO,MADELINE R 42 LAWNDALE RD STONEHAM MA 02180 USA 228058 HURLEY,REGINA M 154 KATHERINE RD CENTERVILLE MA 02632 228073 KACZYK,JOSEPH F&THERESE M 169 KATHERINE RD CENTERVILLE MA 02632 USA 228081 CASEY,ROBERT F TR CASEY FAMILY TRUST 129 KATHERINE RD CENTERVILLE MA 02632 USA 228139002 WHITE,ALLEN J& RIEDELL,CARL S PO BOX 979 HYANNIS MA 02601 USA 228151 • DAVIS,GEORGE&ELIZABETH 91 JOAN ROAD CENTERVILLE MA 02632 USA 228152 CONNOLLY,WILLIAM J& CONNOLLY,PAULA 0 151 KATHERINE RD CENTERVILLE MA 02632 USA — 228194 BEANE,BARBARA A 164 KATHERINE ROAD CENTERVILLE MA 02632 USA j Tuesday,March 28,2000 Page I of I Fbid at line�overtop of envelope to, CRAIG R. SHORT, P.E.- "' C101 235 Great Western Road —P.O.Box 1044 South Dennis MA'02660 N - .. Z..:352 635 215 - . POSTAL SERV CF OU�y 00o18821-0$ - ,. . BARBARA SANE O ,°S4/�ero,�b�egs l / i 164 Kat ine Road /"%'4je -1, - r'r�fy MA 0 O glrP�ra�� Cary �a�o a ®sue ` { /1g Center le, O N° ��1/eeaVNog sa l Pcllor�nh� l � NOTI L Cy 'yet �'9ib vN� t 1,0a 1"01' e � SEND NOML qaa�; t, ( s—S� Z I d 1 .o. SENDER: I also wish to receive the follow- w o Complete items 1 and/or 2 for additional services. ing services(for an extra fee): w Complete items 3,4a,and 4b. ❑Print your name and address on the reverse of this form so that we can return this 0; card to you. • ❑ Addressee's Address . ❑Attach this form to the front of the mailpiece,or on the back if space does not a) permit. 2• ❑ Restricted Delivery 0) ❑Write"Return Receipt Requested"on the mailpiece below the article number. ❑The Return Receipt will show to whom the article was delivered and the date a p delivered. o ! I 4a.Article Number m 8ARB RA sa g Arvc Z- 350? &3 S a /-5 I C 164 Katherine Read 4b. Service Type d 0 C'E)1-TrR L))4,Cj Nf 1 0663-21 ❑ Registered ertified 0)1 w El Express Mail ❑Insured S H cr _ ❑Return Receipt for Merchandise ❑COD 7.Date of Delivery ! z iI I � M 5.Received By: (Print Name) 8.Addressee's Address(Only if requested and w fee is paid) cc _ESi a oatura_Ldddre esocrir_dncnt_1 t ; Hill it ; ;{ i it f •ffftt iffff ff ff { f t 4 i!t!! it i it 1 i 1 { ': i E i't E !!i it 's t i i ! { 102595-99-B-0223 Domestic Return Receipt I REQUEST FOR DETERMINATION OF APPLICABILITY ABUTTER NOTIFICATION LETTER DATE: 03 / 31 / 00 RE: Upcoming Barnstable Conservation Commission Public Hearing To Whom It May Concern, As an abutter,within 100 feet of a proposed project,please be advised that a Request for Determination of Applicability application has been filed with the Barnstable Conservation Commission. APPLICANT: Gprald D'Amh ro G i n PROJECT ADDRESS OR LOCATION: 148 Katherine Road Cummaquid AS MAP&PARCEL: MAP 228 PARCEL 56_ PROJECT DESCRIPTION: Upgrading of Septic System APPLICANT'S AGENT: Craig R. Short P.E. P. 0. Box 1044 South Dennis, MA 02660 PUBLIC HEARING: Barnstable Town Hall,Hyannis TENTATIVELY SCHEDULED FOR: Hearing Room-2nd floor Call 508-862-4093 to Confirm DATE: 04 / 25 / 00 Starting Tom. 6:30 PM NOTE. PIans-and application describing the proposed activity are on file with the Conservation' Commission (508) 862-4093 -abutle;3 - TOWN OF BARN TABLE �j 1 LOCATION SEWAGE # VILLAGE v ASSESSOR'S MAP & LOTAU--ye INSTALLER'S NAMiE&PHONE NO. 5�):h !'^ -c.✓�-mil SEPTIC TANK CAPACITY A72 0 (r6n'L Ah f N e Q COX LEACHING FACILITY: (type) z (size) r. NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: ,10 f 1'r AqI COMPLIANCE DATE: i Separation Distance Between the: J/5� Maximum Adjusted Groundwater Table and Bottom of Leaching Facility f Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) IV Feet Furnished by x90 d C4 +�/ 'D_ 7 r Z 1 No. Fee �'�. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: / Yes PUBLIC HEALTH DIVISION _TOWN OF BARNSTABLE., MASSACHUSETTS VVV r Q� 01ppYication for �Digogar 6pgtem Congtruction Permit Application for a Permit to Construct( )Repair( Apgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 4'9� � �,.-s��­q,_ 0 Owner's Name,Address andTeel.No. Assessor's Map/Parcel ` , �'� c Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. IN ecc-NA N A ? �A tip.�' !''4. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(0 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank d Zits Type of S.A.S. ,. .Fr_ 141—')nr Description of Soil Nature of Repairs or Alterations(Answer when applicable) ,A ILGa�. L�. 4 �`/� `i G�S,.S/, 0 0 0� Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been is d by this oazd eallh'� Signed Date Application Approved by Date (D•-1 C Application Disapproved for t e fo owing reasons Permit No. Date Issued ��j^ •� .,A...� . r .. .. r,y, Y..,.� T ra, .,.. �L':c+.rre � '!+"�i is - a` 1 (y Y s. No. / Fee _ � a ' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes ' '� WBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS • �® ZfppYication for Mi5poga1 *pztem Com5truction Permit Application for a Permit to Construct( )Repair( /U rade( )Abandon( *) ❑Complete System ❑Individual Components PP P 1� Pg P Location Address or Lot No. l.(� �('�rt�1^� (L Owner's Name,Address and Tel.No. Assessor's Map/Pazcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms�� Lot Size sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Tx 14ec-"(rr Description of Soil ti -' Nature of Repairs or Alterations(Answer when applicable) P G.u__ GCZpo 0 �S ,,. Cl /sin r c., L y. c.r T^ ► t-��c,i w c.rc,v� Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been is d by this oard-�a• Signed _ Date A li ao*E Approved by Date to-(f,-qC Application,Disapproved for tWe fo owing reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned( )by U� at c` C v�tctr ` has been constructed in accordance with the provisions of Title 5 and the fw Disposal System Construction Permit No. - dated Installer `� ��� M \Ic'Z��oDesigner n 4 The issuance s( ermi shal of be construed as a guarantee that the97v/ -will function 5Vdesn Date Inspector i No. �7 — � �� -------------------Fee ,�ll THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migogal *pztem f on!6truction 3permit Permission is hereby granted to Construct(S )Repair( Upgrade/( )Abandon( ) System located at L j c-y C and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date: /G - ��/ Approved by . TOWN OF BARN TABLE v `J LOCATION �- SEWAGE # �o / ` VILLAGE u\ \v ASSESSOR'S MAP & LOTAU--ff!!� INSTALLER'S NAME&PHONE NO. lv^ r�-✓�-t� SEPTIC TANK CAPACITY L (PmN, LEACHING FACILITY: (type) (size) NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: /O t r /f COMPLIANCE DATE: AQ brY 1219 Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility 6 D Feet Private Water Supply Well and Leaching Facility (If any wells exist ,�� II on site or within 200 feet of leaching facility) 1jo Feet Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) Furnished by n �rnA '�' T� S (w6 M , 0 laAv � (J6 cf� � � pCoc 3I t 14 1/6/99 NOTICE: This Form Is To Be Used For the Repair Of Failed Septic Systems Only. CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERMIT (WITHOUT DESIGNED PLANS) �—M-f L4ereby certify that the application for disposal works construction permit signed by me dated /O r concerning the property located at �(� �/�G% ,,�' �� meets all of the following criteria: • The failed system is connected to a residential dwelling only. There are no commercial or business uses associated with the dwelling. • The soil is classified as CLASS I and the percolation rate is less than or equal to 5 minutes per inch. • There are no wetlands within 100 feet of the proposed septic system • There are no private wells within 150 feet of the proposed septic system • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. • The bottom of the proposed leaching facility will not be located less than five feet above the maximum adjusted groundwater table elevation. [Adjust the groundwater table using the Frimptor method when applicable] • If the S.A.S. will be located with 250 feet of any vegetated wetlands, the bottom of the proposed leaching facility will not be located less than fourteen(14)feet above the maximum adjusted groundwater table elevation, Please complete the following: AED A) Top of Ground Surface Elevation(using GIS information) . D B) G.W.Elevation +the MAX.High G.W. Adjustment 7Cp = Olt DIFFERENCE BETWEEN A and B SIGNED : 9�— DATE: [Sketch proposed plan of system on back]. q:health folder.cert __...- ./�'�' � d' C� i ` � 9 Y PHOENIX ARCHITECTS PHOENIX ARCHITE(."18 WAET.E>EI� MASSACHU SEPI9 (veI) 24e-0988 PEM L SANDORSE, A.LA— PRINCIPAL NOTE: ALL DIMENSION TO BE FIELD VERIFIED & CHECKED. CONTRACTOR TO REPORT CHANGES AND OMISSIONS TO ARCHITECT. 2'-3" 3'-6" 2'-3" I I I© B TH KITCHEN © m DINING AREA BED1 " I P ElD --fit------J JI �LAV� of M�iSp` FAMILY ROOM --- — LIVING ROOM BED3 BED2 4 3 2 � EXISTING FIRST FLOOR PLAN No. Revision Assue Date SCALE: 1/4" PROPOSED FLOOR PLANS P.J.i��� SANDORSE RESIDENCE 48 KATHERINE RD. CENTERVILLE, MA 02632 a.o Nee. e»d 0.11.17 1 PHOENIX ARCHITECTS 1/4* - 1'-0" N SMOKE DETECTORS HARD WIRED © CO DETECTORS 0 HEAT DETECTORS PHOENIX ARCHITECTS PHOEMMU ARCHPfEM �. AAEUMD MASSACHTISEITB (781) 248-09138 PETSR L SANDDIM ALA— PRINCIPAL NOTE- ALL DIMENSION TO BE FIELD VERIFIED & CHECKED. CONTRACTOR TO REPORT CHANGES AND OMISSIONS TO ARCHITECT. 8'-0" 2'-3" 3'-6" 2'-3" It� I BA KITCHEN Rif DINING AREA O BED1 FAMILY ROOM 1 OCOf M�sp SFii . . i ) ------ LIVING ROOM BED 3 BED2 O 4 a PROPOSED FIRST FLOOR PLAIN Z SCALE: 114 No. Redelon/leeue Date PROPOSED neyS Mar m sae— SANDORSE RESIDENCE 48 KATHERINE RD. CENTERVILLE, MA 02632 D. 1 0.11.17 2 PHOENIX ARCHITECTS 1/4p - 1'-0- PHOENIX ARCHITECTS PHOStiIX ARCHMTS WAKMn= MASSACHUSLTM (781) 248-0988 PETER L SANDORSE, LLA— PRINCIPAL NOTE: ALL DIMENSION TO BE FIELD VERIFIED h CHECKED. CONTRACTOR TO REPORT CHANGES AND OMISSIONS TO ARCHITECT. DI I� ❑ \ i � 0 I KITCHE I BATH I LAUNDRY I I I I I I I I FAMILY ROOM I I I 8 a OiM sp I µ -- --0_—_------o-_-----_ -----_—_ I I I I I I I I I I I I I I I I I I I I I I UTILITY I I I I I I I I i 4 I i 3 I I 2 I I 1 No. Revision/Iesue Date EXISTING BASEMENT FLOOR PLAN SCALE: 1/4" = 1'-0" PROPOSED «Ad*— SANDORSE RESIDENCE 48 KATHERINE RD. CENTERMLLE, MA 02632 0.11.17 3 PHOENIX ARCHITECTS 1/4` = V-0- SMOKE DETECTORS HARD WIRED © CO DETECTORS �H HEAT DETECTORS PHOENIX ARCHITECTS PHOEM AMMEM WAX9FflID NASSACHUSET7S (781) 248-0988 PEM L SANDORSS, 6LA- PRINCIPAL NOTE: ALL DIMENSION TO BE FIELD VERIFIED & CHECKED. CONTRACTOR TO REPORT CHANGES AND OMISSIONS TO ARCHITECT. 15'-3" 5-10" 3'-6" 13'-6"EDGE OF EXISTING DOOR FT 9'-7" 3'-10" I I w I II I I KITC0IEN o El, ® V=(N p�r-�wltM/��``iM4-07/e -0 3 IOFI�I16BS.1 BBBE. �y1 obi BAD QI NB1gB5Bt Ar. I I °� I � I IRIS xY' WI®BD Y'-0YI!S SBD fRf ©� S OWL 54 7f 3' f-0 7/♦r r r DMHE STU PWAE M BASOM FAMILY ROOM lelBcn J-r I \ I I I I --- -- S I I OF MµsP I I I I I I I IISTORAGO I I II I II I II I II I I I I II I I --- - F-1 UTI UTILITYi/ STORAGI I I 4 3 I � 2 I II 1 � I No. Revlslon/Issue Date PROPOSED BASEMENT FLOOR PLAN SCALE: 1/4' = r-o PROPOSED SANDORSE RESIDENCE 48 KATHERINE RD. CENTERILLE, MA 02632 shd 0.11.17 4 PHOENIX ARCHITECTS 1/4' = 1'-0° a PHOENIX ARCHITECTS OEM AWME Px(781) 46-0988 � WAKEFiEW hWSACRUSETrS (�e><) zee—Dees PETER L SANDORM ALA— ;RII C-1P'AL E 3nnn n Tr n NOTE: ALL DIMENSION TO BE FIELD VERIFIED & TRACTOR TOC CONTRACTOR UU1II CHANGES AND OMISSIONS TO ARCHITECT. UU13on E nrl Fr7l] 0 - 00, ��� d�� ��� PROPOSED REAR ELEVATION ��•� ` SCALE. 1/4" = 1'-0" m N LD OF MFy4 4 nnnn ri n 3 2 No. Revision/Issue Date MFFIF p jo I PROPOSED ELEVATIONS IONS Nos mE M SANDORSE RESIDENCE 48 KATHERINE RD. EXISTING REAR ELEVATION CENTERVILLE, MA 02632 SCALE: 1/4" = 1'-0" 0.4 r.e. en.e 0.11.17 5 s� PHOENIX ARCHITECTS 1/4A = 1'-o° GENERAL FOUNDATIONS (cont.) - STRUCTURAL TIMBER CONSTRUCTION (cont.) f ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION BACKFILL UNDER ANY PORTION OF THE BUILDING SHALL BE COMPACTED IN 6" RAFTERS AND JOISTS OVER 8'-0" SHALL BE SUPPORTED ON METAL HANGERS. OF THE COMMONWEALTH OF MASSACHUSE17S BUILDING CODE (780CMR) AND LIFTS. THE CONTRACT DOCUMENTS. IN CASE OF A CONFLICT, THE MOST STRINGENT SILLS SHALL BE 2x4 OR 2x6. THEY SHALL BE ANCHORED WITH 1/2" REQUIREMENT SHALL GOVERN. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED UNDER DIAMETER BY 12" LONG ANCHOR BOLTS SPACED NOT MORE THAN 4'-0" O.C. SUPPORTED MEMBERS. AND AT EACH CORNER. PROVIDE 2" DIA. WASHERS UNDER EACH NUT. THE CONTRACTOR MUST HAVE THE EXPERTISE TO EXECUTE ALL WORK INDICATED ON THE DRAWINGS OR SHALL HIRE QUALIFIED HELP. BACKFILL NO EXTERIOR WALLS UNTIL PERMANENT LATERAL STRUCTURAL USE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS. PHOENIX THE CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS RELATED TO SUPPORT SYSTEM IS IN PLACE AND OF FULL STRENGTH. BEARING WALLS WILL BE 2x4 AT 16" O.C., UNLESS OTHERWISE NOTED. THIS PROJECT. BACKFILLING SHALL BE DONE SIMULTANEOUSLY ON BOTH SIDES OF THE A R C H I T E C T S BUILDING IN ORDER TO MINIMIZE UNBALANCED EARTH PRESSURES. BEARING PARTITIONS AND OUTSIDE STUD WALLS SHALL BE BRIDGED ONCE IN THE CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, MECHANICAL, PLUMBING THEIR STORY HEIGHT OR AT LEAST EVERY 6'-0". AND ELECTRICAL DRAWINGS FOR VERIFICATION OF LOCATION AND DIMENSIONS PHOENIX ARCHITECTS OF CHASES, INSERTS, OPENINGS, SLEEVES, WASHES, DRIPS, REVEALS, CONCRETE PLYWOOD SHALL BE NAILED WITH 8d COMMON OR 6d THREADED NAILS. WAFEFIELD MASSACHUSETTS DEPRESSIONS, AND OTHER PROJECT REQUIREMENTS. CONCRETE WORK SHALL CONFORM TO BUILDING CODE REQUIREMENTS FOR NAILS SHALL BE 6" O.C. AT ALL BEARING. (781) 248-0988 ALL REQUESTS FOR CHANGES FROM THE CLIENT, THE CONTRACTORS, ETC., OR REINFORCED CONCRETE (ACI 318) AND SPECIFICATIONS FOR STRUCTURAL ANY OTHER PARTY MUST BE MADE IN WRITING TO THE STRUCTURAL ENGINEER CONCRETE FOR BUILDINGS (ACI 301). STUDS SHALL BE NAILED TO THE SOLE PLATE WITH (3)10d OR (4) 8d TOE pFy�t L. 9ANDOFS$ ALA— PRINCIPAL OR ANY OTHER CHANGES TO DRAWINGS MADE ON THE SITE MUST BE NAILS. FOLLOWED UP IN WRITING TO THE STRUCTURAL ENGINEER. CONCRETE SHALL HAVE A 3000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 WHERE STRUCTURAL SHEATHING OVERLAPS SOLE PLATE NAIL SHEATHING TO THE USE OF EXPLOSIVES IS NOT PERMITTED WITHOUT THE WRITTEN DAYS. SOLE PLATE AT 8" MAX. O.C. NOTE: PERMISSION OF THE STRUCTURAL ENGINEER. CONCRETE TO BE EXPOSED TO THE WEATHER IN THE FINISHED PROJECT SHALL HAVE 6% ENTRAINED AIR. DOUBLE JOIST AT EACH SIDE OF FLOOR OPENINGS UP TO 2'-0" ALL DIMENSION TO BE FIELD THE CONTRACTOR SHALL NOTIFY THE ARCHITECT WHEN, IN THE COURSE OF VERIFIED h CHECKED. CONSTRUCTION OR DEMOLITION, CONDITIONS ARE UNCOVERED WHICH ARE EXERCISE CARE WHEN FIELD APPLYING FORM RELEASE AGENTS TO PREVENT LARGER OPENINGS SHALL BE CALLED TO THE ATTENTION OF THE STRUCTURAL CONTRACTOR TO REPORT UNANTICIPATED OR OTHERWISE APPEAR TO PRESENT A DANGEROUS CONDITION. COATING ADJACENT CONSTRUCTION JOINT SURFACES OR REINFORCING STEEL. ENGINEER. CHANGES AND OMISSIONS TO ARCHITECT. WHERE NEW WORK WILL BE ADJACENT TO OR FRAMING EXISTING ALL KEYS SHALL BE 2"x 4" (NOMINAL) UNLESS OTHERWISE NOTED. DOUBLE STUDS SHALL BE USED AT ALL WALL OPENING. CONSTRUCTION, VERIFY DIMENSIONS OF EXISTING CONSTRUCTION, PRIOR TO FABRICATION OF NEW MEMBERS. ALUMINUM CONDUIT SHALL NOT BE EMBEDDED IN OR PASS THROUGH HEADER SHALL BE SUPPORTED ON JAMB STUD AND BE SIZED TO SUPPORT PROVIDE ALL LABOR AND MATERIAL FOR ANY FRAMING REQUIRED TO CONNECT CONCRETE. LOAD IMPOSED. NEW FRAMING TO EXISTING CONSTRUCTION. WHEREVER IT IS NECESSARY TO JAMB STUD SHALL EXTEND IN ONE PIECE FROM HEADER TO SOLE PLATE. REMOVE EXISTING CONSTRUCTION IN ORDER TO CONSTRUCT NEW WORK, THE REINFORCEMENT AFFECTED AREA SHALL BE PATCHED AND REBUILT TO MATCH EXISTING ALL STUDS TO BE CONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF. ADJACENT WORK TO SATISFACTION OF THE ARCHITECT. DETAILING, FABRICATION, AND ERECTION OF REINFORCEMENT, UNLESS OTHERWISE NOTED, SHALL CONFORM TO ACI "BUILDING CODE REQUIREMENTS SOLE PLATES SHALL BE NAILED TO SUB—FLOOR AND JOISTS WITH 16d NAILS STRUCTURAL ALTERATION SHALL BE PRECEDED BY ADEQUATE SHORING AND AT EACH JOIST. BRACING. FOR REINFORCED CONCRETE (ACI 318)" AND ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315)". TOP PLATES FOR BEARING PARTITIONS SHALL BE TWO 2x4'S OR A SCREW—TYPE SHORING POSTS SHALL BE PROVIDED FOR EXISTING WORK EL REINFORCEMENT UNLESS OTHERWISE SHOWN SHALL CONFORM TO ASTM CONTINUOUS HEADER. PLATE MEMBERS OF PRINCIPAL PARTITIONS SHALL BE STEEL DURING THE REMOVAL OF EXISTING BEARING WALLS AND STRUCTURAL STE LAPPED OR ANCHORED TO EXTERIOR WALL FRAMING. SPLICES IN LOWER MEMBERS AND THE INSTALLATION OF NEW STRUCTURAL WORK. 615 GRADE 60. MEMBER OF TOP PLATE SHALL OCCUR OVER STUDS, NAIL PLATES TO STUDS TEMPORARY SHORES SHALL BE PLACED AS CLOSE AS PRACTICABLE TO THE THE CONCRETE PROTECTIVE COVERING FOR REINFORCEMENT SHALL BE IN WITH TWO 16d NAILS 24" O.C. EXISTING STRUCTURAL WORK BEING REMOVED. ACCORDANCE WITH THE LATEST ACI BUILDING CODE BUT SHALL NOT BE LESS TOP PLATES FOR NON—BEARING PARTITIONS MAY BE SINGLE AND WILL SPLICE THAN ONE INCH. ERR 99 HEADERS SHALL BE PLACED ACROSS TOP OF SHORING POSTS AND SHALL BE AT STUD CENTERLINES ONLY. L PLATE TO STUD WITH 16d NAILS. WHEN TOP PLATE SNUG TIGHT AGAINST UNDERSIDE OF STRUCTURE ABOVE. WHERE CONTINUOUS BARS ARE CALLED FOR, THEY SHALL BE RUN O PARALLEL TO CEILING OR FLOOR FRAMING, INSTALL 2x4 ACROSS ^ BLOCKING NOT MORE THAT 4" O.0 CONTINUOUSLY AROUND CORNERS AND LAPPED AT NECESSARY SPLICES OR ;. N ein S HOOKED AT DISCONTINUOUS ENDS. LAPS SHALL BE NOT LESS THAN 36 BAR c SHORING SHALL BEAR ON SLEEPERS TO PREVENT DAMAGE TO THE STRUCTURE DIAMETERS UNLESS NOTED GENERALLY, WHEN TOP PLATES ARE CUT FOR PIPING OR DUCTWORK, REINFORCE WITH . LAP TOP BARS AT MID—SPAN AND oFMrsP BELOW. STEEL STRAPS. BOTTOM BARS AT SUPPORTS. TEMPORARY SHORES SHALL BE INDIVIDUALLY DESIGNED, ERECTED, SUPPORTED, WHERE BEAMS AND GIRDERS OF NOMINAL 2" MEMBERS ARE SHOWN NAIL WITH BRACED AND MAINTAINED BY THE CONTRACTOR TO SAFELY SUPPORT ALL DEAD WHERE REINFORCEMENT IS CALLED FOR IN SECTION, REINFORCEMENT IS LOADS PRESENTLY CARRIED BY THE EXISTING STRUCTURAL WORK BEING CONSIDERED TYPICAL WHEREVER THE SECTION APPLIES. TWO ROWS OF 16D NAILS SPACED NOT MORE THAT 24" O.C. REMOVED AND ANY CONSTRUCTION LIVE LOADS. REINFORCEMENT COUPLER SPLICES SHALL BE MECHANICAL DEVICES CAPABLE ALL BEAMS MUST SPLICE ONLY OVER SUPPORTS UNLESS SPECIFICALLY NEW STRUCTURAL FRAMING SHALL BE COMPLETELY INSTALLED BEFORE OF TRANSMITTING THE ULTIMATE TENSILE AND COMPRESSIVE STRENGTH OF THE INSTRUCTED OTHERWISE BY STRUCTURAL ENGINEER. REMOVING ANY SHORES. BAR. FLOOR AND ROOF PLYWOOD WILL BE 5/8" THICK INSTALLED WITH GRAIN OF SHORES SHALL BE RELEASED GRADUALLY AND LEFT LOOSELY IN PLACE FOR INSTALLATION OF REINFORCEMENT SHALL BE COMPLETED AT LEAST 24 HOURS OUTER PLIES AT RIGHT ANGLES TO JOISTS AND BE STAGGERED SO THAT END AT LEAST 2 DAYS TO ALLOW FOR STRUCTURAL SHAKE OUT. PRIOR TO SCHEDULED CONCRETE PLACEMENT. NOTIFY THE ARCHITECT OR HIS JOINTS IN ADJACENT PANELS OCCUR OVER DIFFERENT JOISTS OR RAFTERS. DESIGNATE OF COMPLETION AT LEAST 24 HOURS PRIOR TO SCHEDULED COMPLETION OF PLACEMENT OF CONCRETE. PANEL EDGES SHOULD BE TONGUE—AND—GROOVE OR SUPPORTED BY 2" FOUNDATIONS LUMBER BLOCKING BETWEEN JOISTS. STAGGER PANEL ENDS DIRECTLY OVER FRAMING AND SPACE 1/16". FOOTINGS SHALL BE FOUNDED ON UNDISTURBED MATERIAL HAVING A MINIMUM STRUCTURAL TIMBER CONSTRUCTION 4 BEARING CAPACITY OF 2 TONS PER SQUARE FOOT OR ON GRAVEL FILL, SELECTED AND COMPACTED TO 95% OF ITS MAXIMUM PROCTOR DRY DENSITY TIMBER CONSTRUCTION SHALL CONFORM TO PART II "DESIGN SPECIFICATIONS" 3 IN 6" LIFTS. AS PUBLISHED IN THE 'TIMBER CONSTRUCTION MANUAL" (AITC) AND TO "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" (NDS), AMENDED 2 EXTERIOR CONSTRUCTION SHALL BE CARRIED DOWN BELOW FINISHED EXTERIOR TO DATE. I GRADE TO A MINIMUM DEPTH OF 4 FEET UNLESS OTHERWISE NOTED. TIMBER CONSTRUCTION SHALL CONFORM TO ARTICLE 21,' "BUILDING CODE No. Revision/Issue Date FOOTING EXCAVATIONS ARE TO BE FINISHED WITH A SMOOTH BUCKET OR BY PROVISIONS FOR ONE AND TWO FAMILY DWELLINGS" OF THE COMMONWEALTH HAND. OF MASSACHUSETTS STATE BUILDING CODE. NO EXCAVATION ADJACENT TO EXISTING FOUNDATION WILL ENCROACH A NEW TIMBER SHALL HAVE A 1100 PSI ALLOWABLE BENDING STRESS. THE PYRAMID STARTING AT THE PERIMETER OF THE EXISTING FOOTING WITH SLOPES MODULUS OF ELASTICITY SHALL BE A MINIMUM OF 1,400,000 PSI. OF ONE VERTICAL TO TWO HORIZONTAL UNLESS OTHERWISE NOTED. LAMINATED VENEER LUMBER BEAMS SHALL HAVE A MINIMUM ALLOWABLE NO FOUNDATION CONCRETE SHALL BE PLACED IN WATER OR ON FROZEN BENDING STRESS OF 2800 PSI AND A MINIMUM MODULUS OF ELASTICITY OF PROPOSED GROUND. 2,000,000 PSI :1 MAKE NO EXCAVATIONS TO THE FULL DEPTH INDICATED WHEN FREEZING NEW TIMBER FOR STRUCTURAL USE SHALL HAVE A MOISTURE CONTENT OF TEMPERATURE MAY BE EXPECTED, UNLESS THE FOUNDATIONS OR SLABS CAN 15%, nJ} ManmaAM— BE PLACED IMMEDIATELY AFTER THE EXCAVATION HAS BEEN COMPLETED. SANDORSE RESIDENCE PROTECT THE BOTTOM SO EXCAVATED FROM FROST IF PLACING OF CONCRETE TIMBER SHALL BE SO HANDLED AND COVERED AS TO PREVENT MARRING, AND IS DELAYED. SHOULD PROTECTION FAIL, REMOVE FROZEN MATERIALS AND MOISTURE ABSORPTION FROM SNOW OR RAIN. REPLACE WITH CONCRETE OR GRAVEL FILL, AS DIRECTED, AT NO COST TO THE OWNER. JOIST CONSTRUCTION SPANNING OVER 8' MUST HAVE CROSS BRIDGING AT NO 48 KATHERINE RD. FOOTINGS SHALL BE PROTECTED AGAINST FROST UNTIL PROJECT IS MORE THAN 8' O.C. CENTERMLLE, MA 02632 COMPLETED. NO JOIST SHALL BE NOTCHED OR DRILLED WITH HOLES WITHOUT THE SPECIFIC APPROVAL OF THE ENGINEER. D.4 ree. se.e 1 NO JOIST SHALL BE REPAIRED OR REINFORCED IN ANY WAY WITHOUT THE aee. SPECIFIC APPROVAL OF THE ENGINEER. 10.11.17 , sea. PHOENIX ARCHITECTS 1/4" = 1'-0° BENCHMARK 4' SCHEDULE 40 PVC PIPE _ TOP OF FOUNDATION 20 FT. MINIMUM MIN. PITCH 1 8• PER FT. CLEAN SAND a IL T L TEST � 9708 Z- LAYER OF DATE OF SOIL TEST ,3 � � CO ELEV. m boo-o 10 FT. MINIMUM 2' PRESSURE PIPE �a 1/8' TO 1/2- SOIL TEST DONE BY C.R. SHORT. P.E. (ASSUMED), 150 PSI MINIMUM ELEV. - MAAr ♦a/.G VENT WASHED STONE WITNESSED BY CONCRETE 9.GMie% COVERS OBSERVATION HOLE ELEV.- 9 g z 1 Cu. FT. OF PERCOLATION RATE '� 2" MIN./INCH AT '� Gt'INCHES CONCRETE el- 7e, ANCHOR DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 3 L 4• CAST IRON PIPE L oA M / Zc u -S u/T' (OR EQUAL MINIMUM 2.0. . . G„ ' PITCH 1/4 PER FT. LEVEL e al • LOAM y �G y2 3 .s ELEV. _ 7 � G ' SUMP ELEV. 98 20 sn•vr� �/G ' FLOW LINE S rA uD r4 21� i nJ/�.i7AA7Q 3L f< 9G r � - D I S TR I B U TI O N l 1 n 41)x ,4"' TRENCH FORMATION 5 WELL M Z q M Eb vnl 96,4 - •MIN. 9fj- 1 GAS 3/8' DRILL BOX ZONE a �' • .SA l./D 4A HOLE SOIL ABSORPTION i� INDEX •� 3/0c ELEV. 96./•t' ELEV. BAFFLE S g � To eE WATER TESTED ADJUST C,'7 . 0 3/4• To 1 1/2• SYSTEM (SAS) 1r CHECK WASHED STONE VALVE UQUID OUTLET (TO BE PLACED ON FIRM BASE) CT"'��C f \ USGS PROBABLE WATER TABLE ELEV. - •� 20DEPTH TEE . 4 T 14 INCHES 1500 GALLON PUMP "''��'�'�Z OBSERVED WATER BOT�TaM(F TEST HOLE ELEv. � �-� 3 8, 7 M WATER ENCOUNTERED AT _9• ELEV. a 6 T 24INHES SEPTIC TANK PUMP CHAMBER CALCULATIONS 7 FEET 29 INCHES CHAMBER 8 FEET 34 INCHES ELEV. AT INVERT INLET �3' a REQUIRED FLOW PER CYCLE .25 X '42 - //<2 CAL/CYCLE ELEV. AT ALARM ON VOLUME PER CYCLE 1/0 GAL/CYCLE / 7.48 GAL/CU. FT. - /1'7 CU. FT./CYCLE ELEV. AT PUMP ON VOLUME OF WATER IN PIPE 3.14 X 0.00694 X 9.S' FT. - I 77 r—CU. FT, DESIGN CALCUI.AnONS ELEV. AT PUMP OFF TOTAL MINIMUM VOLUME PER CYCLE CU. FT. NUNIBEROF BEDROOMS <}- SEWAGE DISPOSAL SYSTEM PROFILE BOTTOM OF INSIDE PUMP CHAMBER /•G DISCHARGE _lam_-r'CU. / 34.67 CU. FT./FT. - FT. (1000 G.S.T.) GARBAGE DISPOSALUNTT No NOT TO SCALE BOTTOM OF OUTSIDE PUMP CHAMBER ED STORAGE CAPACITY ' GAL/DAY / 7.48 GAL/CU. FT. / 34.67 CU. FT./FT. - �• 7 FT. 1. 7 REQU11tED PRo\n ED LEGEND: TOTALESTIMATE,DFLOw BUOYANCY CALCULATIONS: EXISTING SPOT ELEVATION OOxO (110GAL/BR/DAYX 4 BR) � GAL/DAY 1500 GALLON SEPTIC TANK 1000 GALLON PUMP CHAMBER PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS. REQUIRED SEPTIC TANK CAPACITY /,3b0 GAL " WEIGHT OF WATER DISPLACED WEIGHT OF WATER DISPLACED ALARM IS TO BE BOTH AUDIO AND VISUAL EXISTING CONTOUR ----00---- ACTUAL SIZE OF SEPTIC TANK 1300 GAT,, LES LBS. SEPTIC TANK AND PUMP CHAMBER ARE TO BE ASPHALT COATED FINAL SPOT ELEVATION WEIGHT OF TANK PER MANUFACTURER WEIGHT OF TANK PER MANUFACTURER AND HAVE 6 ML POLY ATTACHED. FINAL CONTOUR SOIL CLASSUWATION I WEIGHT OF WEIGHT OF SOIL TEST LOCATION DESICsNPERCOIATIONRATB < 5 M NJIN. UTILITY POLE -O- EFFLUENT LOADING RATE , - 0.74 GAIJDAYISF. f- %/GJc„y' EXCESS WEIGHT TO OFFSET FLOTATION EXCESS WEIGHT TO OFFSET FLOTATION CATCH BASIN TOWN WATER sW k® LEAC HI NGAREA //'A 4 9 Mu !L E C/•v•4 HUM 4 ac Y GAS LINE G • LEACHING CAPACITY AREA X B,A `�`f 3 GALIDAY ' s99A .7 TTTLE 5&TOWN B.O.H.REGULA71ON VARIANCE REQUIRED: RESERVE LEACHING CAPACITY NA GAL/DAY �p o 4 c 7' W,,r SEC•TION 15.248 RESERVE S.A-e 7•-c w•v -NEW SYSTEMS SHALL INCLUDE A RESER`0E S.A.S. AREA NOTES: ' NO S.A.S AREA PROPOSED 1. ALL WORKMANSHIP AMID MATERIALS SHALT.CONFORM TO D.EP.TM E 5. -� B.O.H.O REGULATION VARIANCES REQUIRED: \ SSE ~o rE AND TEE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL • / 3 S - G OF SEWAGE. DL'"TANCE BF-TWFiEN WETLAND$S.AS.; 100,REQUIRED. A , . — .— •-a — ��` '� A 2 i'V 1R IANCE REQUESTED 2. ALL COVERS TO SAWrARY UNITS SHALT.BE BROUGTT TO WiZHLN 6.OF C VEA/r `�;S __... _. \ F24SMM GLADE DOTANCE BETWEEN WETLAND SEPTIC TANK; 100'REQUIRED 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF SO'VARIANCE REQUESTED WITHSTANDING 9-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. 42-7'e'7 G e Fog�/�� 1 OF DRIVES OR PARKING AREAS.H-20 LOADING SHAY BE USED UNIDLR OR WTI'EL*Z 10 Fr.OF D:IVES OR I'A:LILT G R-A S. I � _ ZJ R v-.E'w,, ,, , �..� _� 'o 0 4. ANY MASONARY UNILTS USED TO BRING COVERS TO GRADE SHAT.L BE _ _ _ _ _ MORTARED IN PLACE. pox -`- NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITS DEEM' OR .41 / ( V C RAw� I 5.` ZONING REGULATIONS.OWNER/APPLICANT IS TO OBTAIN SUCH C Ift SP�f l�• 1 q9' , �� DETERMINATION FROM APPROPRIATE AUTaoRtIY. Q _ 6. UIIIlTIES SHOWN ARE APPROXIMATE ONLY,EXCAVATION CON'IRACrORIS ` 98 _ ( _ '"� TO CALL wDIG,SAFE"AT 1499-344-7233 AT LEAST 72 HOURS PRIOR TO ►'�, /Cpl OM Fu[ COMMENCIrtG WORK ON SITE gG O ( «p,?" 7. CoNTRACTOR IS TO VT3m GRADES AND ELEVA`rioNs As WELL AS ST1E A pump ` j O ,� o y G CONDITIONS PRIOR TO COMM�NC ING WORK ON SITE ANY VARLATTON IS TO _ L o T 3 3 BE BROUGHT TO THE ATTENTION OF THE DESIGN ENCRTMIMOMLAmy. 8. PARCEL IS IN FLOOD ZONE // coo / avQrQD a wEL L, J •,. /S / n/��. w i c c ,q.+.� c o�+ �+o< .t 9. LOT IS SHOWN ON ASSESSORS" 2 Z 8 AS PARCEL 5'G 10. EXbnWG SANRARY DISPOSAL SYSTEM TO BE PUMPED AND REMOVED 01L `. FILLED IN WITH SAPID. �"SEr�TiG 11. ALL UNSUITABLE MATERIAL SHAH`•BE REMOVED FROM UNIDEp.,AND FOR A' MINA AW OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSlEK ANDBE 9 \ . ^F-„�� �� 9 MM-KCED WIM SAND AS SPEaFIED IN 310 CUR 15.255:(3)CLE.1111 5) APPROVED: BOARD OF "FiEALTH 190, • �'� L� �i �� DATE AGENT 90�`� - w�.,, PROPOSED SEPTIC DESIGN � ,�`,�G ?�G 9/.�_' ' ` ^` 9 \ t 98 O-�s.•u 2 S tn, C,r G ll /9 Z J D s ,a Y 2 �'n !v s T « ft� / \ PROJECT LOCATION ��jl4�3 -kfl so H.� aS7"A,3 J fz-3.5• . pRoF s R. OR E' 308- P.O:BOX 1044 235 GREAT WEST ERN ROAD 398-8311 SOUTH DENNL4,MASS. 02660 wel F• ' cc ;`. � }2• - OATS 3�30/Qd scALE ) ,cgs`-,-^-•-ti a x, - I a CVS ' U c 14 3 � REVISED JOB NO. G . REVISED LOCATION MAP ( SHEET J OF 3�30 o d g 3! 01990 C.R. SHORT, P.E.