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BP-92923❑ Phased Approval (R106.3.3) — - $25.00 APPLICATION FEIE IS NON 16E•FUND"LE & NON-THANSF DARTMOUTH BUILDING DEPARTMENT 400 Slocum Road Dartmouth, MA 02747 Phone: 508-910-1820 Fax: 508-910-1838 DATE R1ECI APPLICATION TO CONSTRUCT, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING of Health: Signature: Commission: Signature: D.P.W.: Signature: Fire Chief: Signature: Date: Date: Other: Signature: Brief description of work beingperfonned. fLe- Date: ejrtst�l\Is1��;� ��t�wi a4 TJS,f,:.Oe,1)4ts $�CTION�, SIT-WNPbkmAnbN „r , „s 1.1 Property Address: G M t S katR T . •, 1.2 Assessors Map & Lot Number: Contact Person: 4v%j^eiv LtMti Map Lot Phone Number: .5-6 Y ? lfrj- 1,4 yater Supply (MGL c40 s54): 1.5 Sewage Disposal System: unicipal ❑ Municipal C Private Well KOn Site Disposal System 1.3 Historical District ❑ Yes Vflo Year Built ❑ Altering more than 25% per side of building Has application been submitted to the Historic Commission? es ❑ NE,, Date: tr' 13(i H Jz- 9 5 &Po� jRevised 5 /13 SITE PLAN ENERGY REPORT RESIDENTIAL " SECTION2=PROPERTY,OWIJER5HIPIAL00RIZERAGEIVT, 2.1 Owner R.cord: Name (print) Contact Address Phone Number 2.2 Authorized Agent: //� // /']'✓I �d'tu hIwAS //�� �y C t— 3 /)ftJ�= JJ/tt.1 �pr/)wt(st:��, ,�i Y�tg�7lr Name (print) Contact Address Phone Number SECTION 3 ;CONSTRUCTION °SERVICES', . 3.1 Licensed Construction Supervisor/Specialty License: License Number: �f f i e-1 6 L 14 Company Name/Contractor Name: P✓y+ 4 �G�r } ric. £O r.a 1 �A I) )—f t--y* � Address: Ou,:S t-dni kf,,jLOl>yV Expiration Date: 6 f ( zD ) 6 Signature: Telephone: J-b J, `f ff )/J'1 3.2 Homeowner Exemption - One & Two Family Only Section 110.R5.1.3.1 Exception: FOR HOMEOWNERS WH TEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT Exception: Any Homeowner performing work for which a BB. in Permis required shall be exempt from the provisions of this section; provides thatif a Homeowner engages a person(s) for hire to do such work, that such Homeown hall act as supervisor. For the purposes of this section only, a'Homeowner" Is defined as follows, Person(s) w ns�i a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached or detache ct res accessory to such use and/or farm structures: A person who constructs more than one home in a two-year period shalt not be considered a Homeowner. If you are applying under this section si ow: Signature: f. SIECTfON,-UVORKCRS CSi1�?EtYSATtCSN #FiSURANCE l4EFIQAVt7<;(MGLiG525) ..,,:' . _ Worker's Compensation Insurance Affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached: Yes ❑ No `�, j'SECTION_bESCE21pT.1ONC3FFR'O@i�SEQWORKjCtiecka�tl_jap(slicahlej *at ❑ Deck ❑ Pool Repairs XAlteration ❑ Chimney/Fireplace ❑ Woodstove/Pellet Stove ❑ New Construction* ❑ Accessory Bldg. KAddition Roofing/Siding ❑ Replacement window/door (Energy report required) (Shed/Garage) (Energy report required) No. of windows_ Doors ❑ DEMOLITION (specify): e) (3fit�^5 Location of debris removal (per MGL C.40 Sec 54): �umpster on sippte�� ❑ Dumpster On Street Facility Name: �-4 r- 015 IV 12-J 6A 4:�6rk P-)q� Location: *If new construction, please complete the following: Single Family: No. of Bedrooms No. of Baths Two Family: No of Bedrooms Unit 1 No. of Baths Unit 1 No of Bedrooms Unit 2 No. of Baths Unit 2 ❑ Furnace (hot air) - fuel gas (natural or propane), fuel oil, electricity, other (specify): ❑ Boiler (heating) - fuel gas (natural or propane), fuel oil, electricity, other (specify): ❑ HVAC (combined unit) - primary fuel, natural gas, propane, electricity, other (specify): ❑ Air conditioning - (separate unit) ❑ None of the above to be provided ❑ Hat Water: Gas Electric Fuel Oil Other s .' SECTION 6 = E_5TIMATEO OiJSTiiUCT10N COST Item Estimated Cost ($) to be completed by permit applicant 1. Building (1 6 a 2. Electrical D 3. Plumbing LB e b 4. Mechanical (HVAC) G 6 0 5. Total =(1+2+3+4) jrb606 gECTION 7k OWNER:Af1THOTt�2ATlON ti (to 6e aompletedwen ouvnet'sagent or•contractor'appiie's#ti�iiuPitlmg permltj (Please Print) / h ^c L f -Yn I, , as Owner of the subject property hereby authorize ' 0. to act on my behalf, in all matters relative to work authorized by this building permit application. Signature Owner / Date of - ` SECTlON7B-OWN8WAUTHOIRER,Al( ItNT'pECLAAAATION as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the p ' ;ind enaIties of Signature o Owner/Authorized Agent Date * ;SECTION 8 `QFfiCE/1tdSPECTOF2`S MOTES /365- '7S Less Application Fee: $25.00 Remaining Balance: $ Total Permit Fee: $ Other $ Amount $ J I Gross Area - New Construction total sq. ft. 3y 1 Gross Area - Alteration total sq, ft. �G So e«Sit A'rrj Permitlssuedto: njl• r \AkskciCe— (2a(Ai16�n 6J `d oMl c; nvlef• cr„nsA(ur-- +tz--W 1400 Snur(r faonA +—rllu Avicy ;Xer Head A}b.n P c A\n-r p1r, ,c P(nu�cjr�• �finr alirt«d 5'1wc}uSc w.11 tV%Au c L4 \nrh(nn"W \ \na1T r N POCC L�'xcx U Y1�1 N�0. re4�T�4 m u S��T CA��\�TCT J\CC t \�Q�1 8ej Ke r W,�\� �Ao � nR, ►-tGss�.dl.�sr�s gam,\aAK>" coa c - Y6LVe- ��(S�w �IS�or�< �1aw2 sc2d-At;, I L e zs Fr ✓f,) &;,-im �f 1r37 sq fI- (fi �� �t(11ta1 d?'md 5-r 3J )4d SZ,S i si Cl 1137 S� 1 elnk"Ayy zhd �1 ►\a7 e�%cloSra re(A Z7rj st 1 } ?J 1650 �itrr 14c= `�i0 ay& 3ti(1 Ft S.y Z• (1J 65- erdl I Wf 6c. I, 3 fy 0im1 _ 20ig 0 15 PN 1= 43 49.2' PLAT 11 EXISTING 20' WIDE LOT 19 ACCESS EASEMENT, {SEE — NOTE) Welm o PLAT 11 cl "If BENCHMARK 11 LOT 20 SEE DEED BK. 12924, PG. 205 FOR REPLACEMENT ACCESS EASEMENT AGREEMENT. BENCHMARKS: (NAVD88) 1. CHISEL SQUARE SET IN HIGH POINT OF LEDGE LOCATED 35't NORTH OF SHED. ELEVATION = 29.90 2. CHISEL QUARE SET IN SOUTH EAST CORNER OF CONCRETE APRON OF THE GARAGE. ELEVATION = 32.53 Q p t NCRIE G COONCRETE PLAT 11 FOUNDATION LOT 18 AS -BUILT TOF=31.6 SITE LOCUS o SCALE: 1 "=2000' 4 —270.1 p�stt o F ws. J or�E 4 w� MARK A. 23.10N0. 4124e 151.66' n n <psOAES510'A 216,44' �/ l� , ,!/ A�'� SurNE� 17�l S PLAT 11 LOT 17 MARK A BOUCHER, P.LS. MA REG. NO. 41246 DATE FOUNDATION AS —BUILT PLAN PLAT 11, LOT 18 60 MISHAUM POINT ROAD, DARTMOUTH, MA SCALE: 1"=50' DATE: NOVEMBER 12, 2019 PREPARED FOR ALICE FLINT PREPARED BY BOUCHER & ASSOCIATES, INC. LAND SURVEYORS AND CONSULTANTS 999 MAIN ROAD, UNIT J2, WESTPORT, MASSACHUSETTS 02790 TEL 508-636-5905 FILE: 3330-01-FNDN-ASBLT.dwg o PLAT 11 SITE \ N r BENCHMARK #1 LOT 20 Uf o 'c U'l 384.24 ' M 43.2' 0 EXISTING PLAT 11 CONCRETE LOT 18 FOUNDATION CIV AS —BUILT to 1492' TOF=31.6 SITE LOCUS SCALE: 1 "=2000' C TOF-M.2 ETtSN OF MA49 70.1' O G J o MARK A. M sr o BOUCHEFl GE 1 [� NO.41249 PLAT 11 E>nsnNc 20' w�OE 67 9' � _ ._ — — — -- — — � � A � ACCESS EASEMENT oo � — _ — 23 10' < 9pfESS101� LOT 19 (SEE NOTE) 1 BENCHMARK 2 — — — — _ �— — — —� ��sus 1°P 91R44' — - 51,66' PLAT 11 LOT 17 NOTE - SEE DEED 8K. 12924, PG. 205 FOR REPLACEMENT ACCESS EASEMENT AGREEMENT. BENCHMARKS: (NAVD88) 1. CHISEL SQUARE SET IN HIGH POINT OF LEDGE LOCATED 35't NORTH OF SHED. ELEVATION = 29.90 2. CHISEL QUARE SET IN SOUTH EAST CORNER OF CONCRETE APRON OF THE GARAGE. ELEVATION = 32.53 MARK A. BOUCHER, MA RED. NO. 41246 DATE FOUNDATION AS -BUILT PLAN PLAT 11, LOT 18 60 MISHAUM POINT ROAD, DARTMOUTH, MA SCALE: 1 "=50' DATE: NOVEMBER 12, 2019 PREPARED FOR ALICE FLINT PREPARED BY BOUCHER & ASSOCIATES, INC. LAND SURVEYORS AND CONSULTANTS 999 MAIN ROAD, UNIT 12, WESTPORT, MASSACHUSETTS 02790 508-636-5905 FILE: 3330-01—FNDN—ASBLT.dwg LITTLE RIVER ROAD DARTMOUTH SITE 0 0 SITE LOCUS SCALE: 1 °=2000' I t DH/FD I S' 0 29.6 BENCHMARKS: (NAVD88) 1. CHISEL SQUARE SET IN HIGH POINT OF LEDGE .LOCATED 35't NORTH OF SHED. ELEVATION = 29.90 2. CHISEL QUARE SET IN SOUTH EAST CORNER OF CONCRETE APRON OF THE GARAGE. ELEVATION = 32.53 20 0 10 20 40 LA SCALE IN FEET LEGEND -�- PROPERTY LINE 0 0 o SEPTIC TANK C3 DISTRIBUTION BOX - - - 26 - - -.'EXISTING CONTOUR 28 PROPOSED CONTOUR +28.5 PROPOSED SPOT ELEVATION ® TEST PIT RESERVE AREA Nl APPROXIMATE LOCATION OF WATER LINE STONE WALL PROPOSED DWELLING TOP OF FOUNDATION ELEVATION - 31.3 FINISH GRADE OVER FINISH GRADE ELEVATION _ FINISH GRADE AT 4' SOLID WALL HOUSE = 30.5 TANK = 30.1 =28.5-27.9 PVC PIPE FIRST TWO FEET TO BE (310 CMR 15.240 (9)) A LAID LEVEL (MINIMUM) SCOPE j2X (MINIMUM) 1� ���TOPSOIL AND SUBSOIL BACKFILL--� 5' MIN " WASHED PEASTONE 28.40 26.2 CAP ALL ENDS 1,500 GAL 27.85 H-20 -3/4 SHED 2 6" I OF PERF. PIPES 28.REINFORCED 26.7Q , . • : , _ 16.4 BOTTOM OF BED = 25.7 SEPTIC TANK 26.53 I BOTTOM OF LEACHMC FACILITY CLEAN CLEAN LENGTH OF BED �' FEET COARSE * A COARSE i LEVEL STABLE SAND SAND , _ BASE L - - - - - BOTTOM OF EXCAVATION ELEVATION_ 19.5 r - - - - - - J HIGH WATER TABLE ELEVATION = 21.7 *6 MIN. INTO SANDY LOAM LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY SOIL ABSORPTION SYSTEM NOTES: (C) SOIL HORIZON COMPACTED AND ONTO WHICH SIX (6) INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN SETTLING (310 CMR 15.228 (1)) 1. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED (310 CMR 15.221) 2. ALL SOIL ABSORPTION SYSTEMS SHALL HAVE A MINIMUM OF ONE INSPECTION PORT CONSISTING OF A PERFORATED FOUR INCH PIPE PLACED VERTICALLY DOWN INTO SEPTIC SYSTEM PROFILE THE STONE THE PIPE SHALL BE CAPPEDTHE LWITH AURING SCREW TYPER�NANDILACCESEELOW THE STONE. ACCESSIBLE TO NOT TO SCALE WITHIN THREE INCHES OF FINISH GRADE (310 CMR 15.240). NOTES: 1. THERE ARE NO WETLANDS WITHIN 100 FEET OF THE LOT, REFERENCE THE WETLAND SITE INSPECTION BY MARC GARRETT, CONSERVATION AGENT; DATED 9/19/18. 2. THE ARE NO WELLS WITHIN 200' OTHER THAN THOSE SHOWN. 3. CONTRACTOR SHALL COMPACT THE EARTH AND PLACE A PATIO BLOCK BENEATH ANY ELBOWS TO SUPPORT THE SEWER PIPE 4. IF THE RESERVE AREA IS TO BE USED IN THE FUTURE, THEN A PUMP CHAMBER WILL BE REQUIRED. ALTERNATIVELY, ADDITIONAL SOIL INVESTIGATIONS COULD BE PERFORMED AT THE LOW (EASTERLY) END OF THE LOT. a /AY/ EXISTING TO BE RrO H.H. � \ J \ \ O T.RSR S=0.02�-FINISH1GORADE TOP OF MIN. PE4STONE=26.9 _ 6" MIN, 3,1 O O 5, OVERDIG BOTTOM OF LEACHING 40 MIL H.D.P.E. IMPERVIOUS BARRIER BED=25.7 5 FOOT WIDE ROLL M OF CONTACT. WESTPORT WIN WATER WORKS CO. BOTTOM I 833 STATE ROAD, WESTPORT, MA (508) 646-1222 EXCAVATION OF _ J (OR APPROVED COMPARABLE SUBSTITUTE). �k IN ACCORDANCE WITH MDEF POLICY/SOP/GUIDELINE #8RP/DWM/WPeP/G02-1 DATED 3/1/02 (www.state.rna.us/dep/brp/wwm/t5pubs.htm) IMPERVIOUS BARRIER WITH SIDE SLOPE (NOT TO SCALE) DH/FD PLAT 11 LOT 17 1 r� �1 I 0 1 �1 1 I J� I 1 1 � SEPTIC SYSTEM COMPONENTS SEPTIC TANK: USE A 1,500 GAL. TANK AS MANUFACTURED BY BRISTOL COUNTY PRECAST, INC., WESTPORT, MA OR APPROVED COMPARABLE SUBSTITUTE. DISTRIBUTION BOX: USE A 5 OUTLET H-20 DISTRIBUTION BOX AS MANUFACTURED BY BRISTOL COUNTY PRECAST, INC., WESTPORT, MA OR APPROVED COMPARABLE SUBSTITUTE. FINISH GRADE a i f=t I IzU = I -I I �I Il%III-11 I--i I AL I -I Fl 1 4 1: PROVIDE A RISER aj2 INLET TO WITHIN 6' OF GRADE {3�10 CMR 15.232(3 f SET ON LEVEL„STABLE BASE (6" 6 H-COMPACTED GRAVEL �. , ! OR COMPARABLE) ti DISTRIBUTION BOX DETAIL NOT TO SCALE THERE SHALL BE AN AIR SPACE CAST IRON OR CONCRETE COVER SHALL BE BROUGHT TO GRADE OF AT LEAST 3' BETWEEN THE WITH CONCRETE RISER OVER THE OUTLET TEE FILTER TOPS OF THE TEES AND THE (310 CMR 15.227 (7)) AND TO WITHIN 6-INCHES OF GRADE BOTTOM OF THE COVERS. OVER THE OTHER TWO COVERS (310 CMR 15.228 (2)), 6" MAX. 4" PI INLET 4" PVC OUTLET TEST PIT DATA DATE OF TEST.- 9119118 DATE OF SOIL EVALUATION: 9119118 INSPECTOR COURTNEY COHEN, DBOH AGENT PERFORMED BY. ALAN• J. HEUREUX, P.E. Q" TEST PIT 11 26.8 0" TEST PIT 12 24.6 0" TEST PIT #3 26.8 0" TEST PIT 14 �� A SANDY LOAM ]0 YR 3/2 CRUMBB A SANDY LOAM 10 YR 3/2 A SANDY LOAM 10YR/2 A SANDY LOAM 10 YR 3/2 B 12 25.8 12° CRUMB 23.6 11" B 25.9 12 CRUM B SANDY LOAM B B B 10 YR 514 38 FRIABLE 2 z 6 SANDY LOAM SANDY LOAM SANDY LOAM 10 YR 514 10 YR 514 10 YR 514 C1 VERY FINE FRIABLE FRIABLE FRIABLE SANDY LOAM 10 YR 6/3 38" 21.4 37" 23.7 38" 44" 23.1 C C C C2 SANDY LOAM SANDY LOAM SANDY LOAM 10 YR 5/3 SANDY YR LOAM 10 YR 5/3 10 YR 513 VERY FIRM FIRM FIRM VERY FIRM FRACTURED EDGE 0 MOTTLES ®38" MOTTLES ® 38" YR 612 MOTTLES ® 37" YR 10 612 MOTTLES ® 38" 10 YR 612 10 YR 10 YR 612 10 YR 516 10 YR 516 10 YR 516 108" V7 8 110" 15.4 108" 17.8 116" WATER TABLE: 38 WATER TABLE. 38 WATER TABLE, • 37 WATER TABLE.• 38" 46 BOTTOM OF PERC HOLE.- BOTTOM OF PERC HOLE. PERC. RATE: 11 MIN/1N PERC. RATE.• 22 MIN/IN Ml I -I III I I i I E I El I -I I, I I I,; I I I El I I I I III I -I I Iall- I I I= I I El I -I I El �EdI1 ;Ili-���-I VARIES I I_17 BACKFILLJ � 72' MIN. _I I =I I BACKFILL� TOP OF PEASTONf= 26.92 1/8'-1/2" WASHED PEASTONE 1/8'-1/2" WASHED PEASTONE 2"� a" o o° oo� o o�� o� o o1 0°03 oa 3/4"-i 1/2' 1/2 3/4"-J iON 6' poa po po po p��-3/4"-1 w STONE WASHED ONWASHED STONE v°Do°op�WASHED °o<o DQo 000 oo°oo ono oo0v°o°o°o o0 00�oo°oo D°o o�000 0 Oo o° OeOo °Oo ° 0 Oo� o° 0 00 O° Oo0° 0 0 0 0 0 0 Oa Oo 0 � 3 E J F 6' 4' ON SIDE 4' ON SLOE 6 6' IN BETWEEN DISTRIBUTION LINES M.) SECTION A -A THROUGH LEACHING BED LEACHING BED NOT TO SCALE BOARD OF HEALTH STAMPS: ENGINEERS AS -BUILT PLAN & CERTIFICATION STATEMENT REQUIREDTHE APPROVAL BY THIS OFFIC DOES NOT GUARANTEE THE 130ARD OF HEALTH EFFECTIVENESS OFANY INSTALLA '10P iNSPECTIOA REQUIRED DARTMOUTH BOARD OF HEALTI I WHEN EXCAVATED CONST eoARprlpr�aMPs:ETED WITHIN THREE (3) YEARS OF THE DATE OF APPROVAL GENERAL NOTES APPROVED BYT004 OF DARTF'.`OUTH 1.) HIS SYSTEM SHALL BE INSPECTED WHEN THE LEACHING AREA IS 9.) GROUT SHALL BE USED AT ALL POINTS WHERE PIPES ENTER OR BOARD OF HEALTH THIS SYSTEM IS NOT DESIGI ED FULLY EXCAVATED, WHEN ALL COMPONENTS ARE IN PLACE AND AGAIN EXIT ALL CONCRETE STRUCTURES TO PROVIDE A WATERTIGHT SEAL. AFTER FINAL COVER TO GRADE IS COMPLETE. THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALTH AND HE ENGINEER A 10.) ALL SHIPLAP JOINTS IN THE SEPTIC TANK SHALL BE SEALED WITH FOR GARBAGE GRINDER MINIMUM OF 24 HOURS IN ADVANCE OF ANY REQUIRED INSPECTIONS. NEOPRENE GASKETS OR ASPHALT CEMENT. DATE: I WHIRLPOOL,, OTHER OF DOUBLE ALL BASE RETOTE FOR NE 3/4LTOCHING 1 1/2 INCHES EN DIAMETER ANS SHALL D 310 MRALL P15.2511 (5)C PIPE USED SHALL EXCEPT NLETEAND OUTLET3034-73 TE S WHICHR35 ANDSHALL BE AGENT: lr %fit, HIGH WASTE DEVICE > SHALL BE FREE OF IRON, FINES AND DUST IN PLACE (310 CMR SCHEDULE 40 PVC. *-=-----�..... 15.247 (1) (2). 12.) SOME MANHOLE LOCATIONS SHOWN ON THE PRECAST CONCRETE STAMP OF P.f. 3.) ELEVATIONS FOR HE SYSTEM ARE BASED ON THE DATUM SHOWN. STRUCTURES MAY NOT BE STANDARD LOCATIONS AND MUST BE SPECIALLY ORDERED AS SUCH FROM HE SUPPLIER. BE4THE COOPERAT D�OVECRO HE LIMITS OF THE SEWAGE DI POSSHALL NOT ALLOW ANY HEAVYQALI PMENT SYSTEM 0 13.) HE CONTRACTOR SHALL EXCAVATE ALL UNSUITABLE MATERIAL IN DURING CONSTRUCTION OF HE SYSTEM. THE LEACHING AREA SHOWN ON HE PLAN AND BACKFILL WITH CLEAN I GRAVEL OR COARSE SAND (310 CMR 15.255 (3)). ALA !HEUREUX, P.E. DA 111 1P `y 5.)) NO FIELD MODIFICATIONS SHALL BE MADE TO THE SYSTEM V WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER AND THE 14.) A CERTIFICATE OF COMPLIANCE AS REQUIRED BY TITLE V. 310 CMR TOWN BOARD OF HEALTH. 15.021, MUST BE OBTAINED BY HE CONTRACTOR UPON COMPLETION OF THIS PLAN SHALL NOT BE VALID UNLESS THE SIGNATURE OF Cc HE WORK. IF N "AS -BUILT' PLAN IS REQUIRED DUE TO HE THE ABOVE NAMED PERSON IS AN ORIGINAL SIGNATURE AND G 6.) UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS SHALL BE CONTRACTOR DEVIATING FROM THESE PLANS, THE COST OF STUD THE PROFESSIONAL SEAL APPEARS IN RED INK. INSTALLED IN ACCORDANCE WITH HE CURRENT EDITION OF TITLE V OF "AS -BUILT" PLAN SHALL BE PAID FOR BY HE CONTRACTOR. HE STATE ENVIRONMENTAL CODE AND APPLICABLE TOWN REGULATIONS. ) THE 7.) AT ALL POINTS OF INTERSECTION OF WATER LINES AND SEWER ACTUAL LOCATIONOFANYALL EXISTINGEUTILITIES LSHOWN ONFORI RING T'iIS �. SUBSURFACE SEWAGE DISPOSAL SYSTEM LINES, MECHANICAL JOINT CAST IRON PIPE SHALL BE INSTALLED FOR BOTH LINES FOR 10' ON EITHER SIDE OF THE INTERSECTION POINT. 16.) THIS SEPTIC SYSTEM IS NOT DESIGNED FOR HE USE OF A SITE LOCATION: 60 MISHAUM POINT RD. DARTMOUTH MA 8. HE PRECAST CONCRETE SEPTIC SYSTEM COMPONENTS SHALL BE GARBAGE DISPOSAL UNIT. M URACTURED BY BRISTOL COUNTY PRECAST, INC., WESTPORT, MA OR 17.) IT IS RECOMMENDED THAT THE SEPTIC TANK BE PUMPED OUT AT ALICE FLINT AN APPROVED COMPARABLE SUBSTITUTE. LEAST ONCE EVERY THREE YEARS. APPLICANT: 22 MACKINTOSH LANE LINCOLN MA, 01773 NO. DATE REVISION BY PLAT: 11 LOT: 18 SYSTEM DESIGN DATA 1, 4118119 TEST PIT DATA AJH DATE: 0310112019 SCALE: 1 "=20' DESIGN CAPACITY.• 5 BEDROOMS 0 110 GAL/DAY= 550 GAL/DAY • • SEPTIC SYSTEM DESIGN PERCOLATION RATE.- 22 MIN/IN H e u re u x Engineering, LLC LEACHING BED DESIGN CALCULATIONS: T.M.G. 1 OF 1 25 HIGH STREET 43' LONG x 32' WIDE x 0.4 GPD/SF = 550 GPp DRAWN BY SHEET. DARTMOUTH, MASSACHUSETTS 02748 (CAPACITY) it3" 1,500 GALLON PRECAST TANK 6 10" 14" MIN. w z � J 00 I � PROVIDE GAS BAFFLE (310 CMR 15.227 (4)) DESIGNED BY.,A.J.H. DRAWING NO.: SSDS.dwg SURPFY REF, 3330-01 JOB NO.: -- BFILC COPY FLINT RESIDENCE ADDITIONS AND RENOVATIONS 60 Mishaum Point Road, Dartmouth, MA Flint ?` Residence Additions - and Renovations - ® - ® _ - _ - yl�- - �. 60 Mishaum Point Road Dartmouth, � _. Massachusets _ ® ® �i p Index to Drawings } n , nna shaeT Sp-1 Sfa Plan EMI � AD1009asemen; andFlo Daaolllan Plans PRIDE emol don Plana ADici Secontl Floor endnd RoD - - - - A1.0 Basemen) Play A1.1 Fir Floor Ppav D6King Schmid Kearns ARCHITECTS+PIANNERS A,.2 Saeond FICO! Plan Plan ASIA Suite 200B 31 Sonf 12 Northantl East Elevadcns AAF1 Nodh erd Wesi Elevations R.rd,. G1141re wncord MADna2 'Al / r { A4.t BOIIWn9 Seelbns A4.211.11 Secibns ASA WHYI and Door Schedules tea IT11ret BY,,, dd-nr <d MP 0274e PLoAs'V0 S 100 Stmclural Holes EI Fdundadon Plan Sd01 Flrsl Flom F.nnIH, Plan S 202 Sal Floor Framing Plan Mnw.a:Exv Qom } "b R / /{ PERMIT SET 5203 AT1c RoorFremng Plan S 204 Roof Freming Plan S 30o Foundadon Secibns and Details PERMIT 201T 20 utle 2019 June ^ 0 ^Oil 9 p 1 G G 1 J Et 0 Basemen) Forldcai Plan Owi.1P E1, FirCtIrldo-S,C.Dd J Firs, E12 Secontl Floor Elear cal Plan 4d. ---.-�- {. •.E.�.. .••• GONER-1LR0TES L ALL AryR¢ SHALL CONFORM To STATE AND LOCAL CLOEs AND DEEP REWNENENTS aCr.{.aJ1 THE LOCAL FIRE OEFARiNENI -' h �-- !l l.J ..f No. Dete Rwlston Nv /lira. MEIULFwIA r" -a +«fnrlf!p �E..+...we 3, Thi GENERAL 91AL BEEP ,PE Pe WIERPIY LlEAN OF ALL FF �. a -_ ��H.A.+nsC cif-!rA I = -. _ ONUlATCONTRACTOR K GA [fBWi ANAL POM uF Al ,NE END OF EAp yrpRM CAx. MwrJ•a`M Mom'-mil+w f+r+, T.As... /!,✓ „u M �+ wE.ar S ALL 110Ra SHALL OR Y IN A yYBE hS9RE NANNEA. ES ON 2INa EWIPMEN, N COMPLY VIM 0.VC BE INSiPllf] ALCCPCMG N WANT I.'R,FE+S.ECOMMENDATCP NI: INLUS,RY STANDARDS f.^^w+'"^..ISC"M^.^+L""7 III '.t!"9 CC-131MmM vo Date I..DrJm eY a- DHE coumAna+(r) sxau ruwAruc xlMsv W1lx AND vwor EnrnnG w�.'I ccxornaus. C'!C"E'_d Y^i °',.'°'�^^. ill"r°'.'Ci e;'!fll;}L� YY C 7 CR^'A3rimi'rlt IOr U'h!''1 r'" 1 tale i THE NN,RACTCR(S) SHALL PAY FOR ALL i6 AND PUNI,S f+- M^rlr-!rl cm�n^^.J�^t - rc'�. RerneC/ror e,�r Title Sheet L THE Sol sxnE ORu' SAMPLES AFn/DR ulvHffAc,VRERs DATA OF ANY J DEMS REWEEIEO DY OIVNER OR MTNIECE ]. RON NEPAL IngV I'll THE CONTRACICR SHALL EI 1XM THE p!-cc" z er c-:.^_-^_ e'f!:-i.. '!!l be rhl r.-:�-A� ;E c' COPY OR ARCHITECT ONES EXTEND OF THE OE11Cu➢C{ PRIER TO THE �E.� ��I� ' mMMENCPENT OF "' SPECIAL NNLDERAR'; CHI RE 00 4 •v ay+p.-� �\ AREAS q9, SCH:GNEC FOR MWrICAHRMyS y.r�a�� 10 PINRCD AND DETAILS ��t+t�/ >I Naralus IND cEIA¢i SHALL WATCH EXISTING rOIFA DwfRA'Y ENDED t� 2'�: �p 1 R MALT, 2D Jcna. 20,9 Srale Pe HI G s� - IIIIIAR"{/ EaT / I All All 11 dnb Nc. oteaa ao Dzwn BY BNL ---- - - - - - - - - Ir—1 I I ,I I I I I I I i Flint Residence Additions and Renovations 60 Mishaum Point Road Dartmouth, Massachusetts IF II I I I I L GPNFA.41.DEbID 1' � . J -, IL 1. 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DO NOT WSW'EWTND TRACT, wAs UNLESS avEN PETMSA]N Be O"S' y DBE ing Schmid Kearns z 1NARWUS MArtau6 MUST BE IDENIRED AND ABATED PRIOR TO ANY DEVWBGV ARrc GENERAL WN11C111 ID GGRCIVAIE I CW B11 DEYWng1 wGFN IYUM DB4mMCS AID aPECRCADa¢ OF ALL WALES. RerIn GELD COMILOO PMDR 10 C_AGLIRCM. e. Au SMIGNRAI MEOM AFFECTED BY UNILIPON TO RE REN1RED BUYS SSEFLOENRY St"ORRD PRIfR TO DUOUBTA t,ARCH ITEM t PIAN N EMS 5 UNLESS NOTED DMERfA$ ALL FACTIONS LE ME E11rnnL DALHN.(INGLLOINL FlMWES) DAMAGE BY DEMounCI1. ASBIEIL AS BY NSTALLOON 6 NEW CWSINUCPCN, MILL SE REPNPED 11 A MWGMSM TO THEIR SWL IGNITION.WTCN EIISINL SLIFFACES AK My BE PROPER WB'.TRARS 1O RECEIVE IN MILES. 6. REMAA ALL INS SB G£ SUNG AND MGLIING M MS7CTC IMYJBE AND ENTIRE GARAGE. Suue2WB IS Monument SPwre Comnrd MAo]]aE 9IR.ITIIIN 1. REMOVE FIRST RWB RAVING GO P6MEC HWY - 190fImStreP 5—F OaM1ImNM1 SELECI'RE DENIOIT ON NOTES MA I'T49 G. 13DBAY, mr BtIt". PARPPd15 A EM)c ALL FARDR05 M THEIR EN➢RFT1(MERE NGGTED B. REMOVE ALL ASSDLTAIED STUDS. T,`O S AND HNISHES. PERNSIT SAT DA:;- AND RAVES A RENU1£ ALL MTSRM WCRS ANDRE MGM *7U A MIC47ED HARBORS AND STD FOR PoiEND0. REUSE 20 June 2019 n A EVIRING IIGUMWOU TM.OMIR RAIL RRMAIC NACRES AND CgMCFS IO REMLM ON ALL NRLL2 AMC BE PRo'ECRD CANING DEAW➢GUY ANC NON LGNSIRO4B EYGEFT ABOUTC" AND D WN WLI MTI CL-]IT PBI W. 10 PE4DVAL Cf ANY MlL'MXM AND DEMIYJPOV. B. SALVAGE M0 STATE MR POTENTIAL REUSE Nt %GM PANEIING AND NOG RMEER RANG MEMBERS FMQ ME BRUJI SEED MDRgI FINIS S A CN SURFACES MOMS SM MAN. CPA4ULLY REMOT. All EXISTING TINGLES, PREPARE SURFACES TO ROUTE NEM Poi141ED 9 PL A PWRGI ALL FLOORING NO REMAIN TIPC'JLYICUI. CINMDIWTE SONEDUIE X INDIA, *1 IDENPFCATICN Ci H43AMNG:S NAIERIALS AD VERIFY NIIH OWNER. B. PAU DPWC£> ,RSIUT, AS REWIRED AN, VA" ADNCENT STEPMS A ALL EIISHNG MECHAMGL EIECT,YGL AND PLUVROIG SYSTEM' UM BE McXI UC1 u �11e Ro......� Second Floor and Roof osntocmoN iHGEND Demolition Plans = LBSPNG(U,STIIC' N ED BE REMOVED 1=3 EusmlG e)NSrucnnN To REVAM Bate zO,ti,rR, zms SCEIc na-Am D. p I Jnb No. mesa if{i orR'LLBY SNL FIRST FLOOR PLAN PUN N.. WIA LEGRND [� US= cW6 KnW TO REWw NEv MT,"CnoN EC N:E IC adNk Flint Residence Additions and Renovations 60 Mishaum Point Road Dartmouth, Massachusetts Schmid Kearns ,it, zaoe m me,u—nt SR,.re Cenwrd ntAO]]43 9]5.3]373W .t Elm S4eef so.m oanm,o:m ma onm sce sss oam mvx.tlstrR��m PERMIT SET 20June2019 First Floor Plan �A1.1 25=4' 9'-f u'-m' xrs1CRC xME 112- 3 -9' Y-11' 16'-2' 1 2 U ml o� xz I O - sro94u O J " I O O I sTPRau - Flint Residence N� �H INmL 0 C.O-EM © _ BATHROOM 20J �: I I ` Additions I II�� � e S10A. -5tt9. - - - and Renovations L 11v� 60 Mishaum Point Road Ili 99 70 PASSAG[- IxA z06 .2 m n Dartmouth, Massachusetts BEDROOM-2 0 sos HALLWAY- 263 , SM STCR I I I �4THRIXl ___________ STUDY _�III Q BEDROOM-4CM)2CB w _ _S"_ L 11 STCA_ac_E �I I II 'S D6� ing5cmiKearns tdLA4PLANNERS SH SA'20P9; O UO O © © O 3omo��memsw•r. Cm[oNMACl)43 9]63)1 ]sW IZ-C 3BO EIm S[ree[ so�m oanmo,[e 1 Bf)RDDM- I MA 03] 8 SG.990G40 1 I PERAUT SET I I I I I I p O I I 20 J.,9 2019 O O Na Da[e R=' By SECOND FLOOR AL2 1/f=I'-0 PLAN waAcr.>•c2ND [� GISFNC CCNSTAL'6➢ON N REV M NEW CONSGCCxCN - - - - 60. Dug L�ieH N By TRIe Second Floor Plan JaTe 9 Juna2o19 A l . 2 Scale ....-"' .Inb No- Ot A60 $awn&y 6VL I I ] !al nal al CmIP SHIHL ING Flint Residence ff➢RN 911N0.E MXIVG Additions and Renovations 60 Mishaum Point Road `�pdp a""C4E Dartmouth, H�rNc I Massachusetts DSK ing Schmid Kearns ARCHITECTS ♦ PIANNERS sine zcoe 3n Monumem Spuare C'aaMl 11 O116I 9I8I]0n son Elm Sb pm M oamm�mn CEDn srNGf sos szs�oan RCO NG www.E,4apmm PERMITSET 20 June 2019 i Nn. Dale R,,E,. By ROOF FLANNo . Dare I Iyned to Br Rr. I/r-aP� rme R KM Roof Plan Date 20Ame,2C15 Scale JoaN 01864 Drawn By 9NL TI1i^h 0.Tn. S CONO nWR .. wino wnc "E KNEED AT IRMCAPM nW 32i Flv, FLwx NUHTH ELEVAM'N u1 1q'm'-o. �1\ WEST E-EVATION Flint Residence Additions and Renovations 60 Mishaum Point Road Dartmouth, Massachusetts ping Schmid Kearns ANCHITEQS ♦ PMNNERS 1.1... N Manumentsquam Centord,.g OIIE3 111.11,11. 2. -1m Stteef 1g8 SC9.S990<W .�....e.w:pElm PERMIT SET 18Junc2O19 North and West Elevations -0' A3.2 A�a o,� By BNL =R NNNMJE RO. NO �6 �6 2.I0 e1fi 0.G 40C 2 a 10 B Ifi 0.0 /iRt PJiRPS _ FAf1EA5 J♦ _ Y mN 9112 AA 25 a 16 RC 'ID RWR ,COND F-NN 11 Flint N SIDING 113 - CEBL99@:Qf 1 SIDING i _ ® �- __ 9�.♦: �., Residence WEN e Additions FIRST RWR - - ❑ - tIR$IL(A".F _ _ R: .25 -- - - -L 325 and Renovations FIRST RN)R vIIRSI'LOA - } 9 vz < ze • 10' o.c. 60 Mishaum Point Road Dartmouth, Massachusetts I' [[NiRER 4AB El BN QNPACIf0. BASc �, CROSS SECTION r �1 CROSS SECTION DISK ing Schmid Kearns ARCHITECTS a PLANNERS SWIeEWB CEDAR 9114IXE 2 ' 10 a 16' O.L. 30 Monumen[sware ACCFlN6 AAf IFRS Gncord. MA 01742 12 91931.750a 66 2 a 10 0I6' 0 L 1W [Im street Ruvas Bmomn MA0 MAOE74iCB AIDC AmC _. - SBH 999. PiG8 — --- PERMIT SET 181.2019 sC" ROW Iz 9 1/z aN zO a 16' B.c WONB RBOP. O 0 — 91/2 AB 20 a 16• nC :EI0 SNIFGE .. �'�T �� _.. SIpNz - ®lY-IIFW� . ��rppp f4Jl� b W - SE1 Ell '^ R'ffi5 _ 91/2 Afi A016'0.[. ELTD {1R'T iLW0. nI71' .PSIS {IASi RO[R _ - I�I o 60. DJrc Revlvon Fly Fl 91/2 Afi N e W C.0 i-I 31/2 NAM. SR :a'JNN ,i No Dare E44ue]W 8_ti C MNL S 4 e Cc4CPEC SLAB ON CMI, A= BASE ON CJIIPACPJ PA54 Iltle -------- Building Sections �B1 CROSS SECTION CRO55 SECTION Aa1 1/r=r-o' Aal 1/a'=r_D' Date zO June. 2019 S'J�4.1 Job . 01864 j, 1,A�1'-0• Nc Drawn Sy BNB .. ,. .,7 MSICPL IttNSf 2 a 10016.0L PPi1EA$ EtIS11VC NOW 4E h 4IDL _ All _-. RODS s xmNO vtWA 'I Flint 0 Residence :1 El FIR�, Additions gg fIP.$1 F.Lv4 �� , - � _: i1 ❑ ::.:: :::: --. ` � � and Renovations 9112 A✓ 20 a 1E CC. 60 Mishaum Point Road _ Dartmouth, Massachusetts ON CdPA= B£E 1� LMl4ciE 418 B0.4JfN1 n roaclruolwaL sEcrlold A42 1/ 1Nl I 1)614 ing Schmid Kearns ARCHITEQS a PIANNERS Suite 200e 30Monumem54-flare ConmN, Mn01]a2 97&371.1500 23]FIm SPeet $a'vtF �artmoutM1 M40EI49 SOfi 999 fA40 wrm.tlekap.mm PERMIT SET 18 June 2019 N, NI, Revlston 6v N0. I Da1a IssuM t0 Rv litk Building Sections Date 2DJune.2019 fcalc 1;4"=1'-P A4.2 Job No. 018sa Drnwn By euJ Flint ® Residence - `-- -- I Additions # + and Renovations B0.5EVENi Boz o , I 60 Mishaum Point Road Dartmouth, Massachusetts 1 I BASEMENT E01 +.-----__ 1 0 I DSKJ,Ing Schmid Kearns ABCHITEUS. PL NNERS — — — -_+ WB G]]Lt V,MA 01742 9]0.3]1 ]sW HIB.37175 CFO 71' soxm Garzwa„tn m 5.00'119 999.W<V PFUHT SET 20 June 2019 GRRYLND FAULT NG. Here Re.'tsmn BYWALL ANGROE Q BASnJIENT ELECTRICAL PLAN p,µ ACR3x CYILrNU AA1Basement - - - - 6a Dam I,uul ro Br Till, INCH. NO UELEUFC� Electrical Plan D03e 20June,2019 Scale „A.-1-0. Job No. 01Ew E 1. Drawn By BN.am ELECTRICAL FIXTURE LEGEND GEBLWPIICx x _ Er smlP uclrneson<ry ON Flx-uxe EsssGrvaLWaxGa � EurpuErsrwaLpnrmauurEo cx 0.MIv[wF1' ®�x sFN1 e HONER VNaE9R16wRCx. � W'JCi1r FU. ME �,. ...E Gcouxc XrEmugE. PJIOgNr MOVx"E➢IIRNr BLONLEFI%]uxE O°• = OWNJGHr EInVRE• ®w - =-E.rEgIG _ Ow E Nrq[x,Nc ICY NET LOCAipxS�V ELECTRICAL LEGEND � srm�Ea OEGcw�rl0n SYMBOL OEGGRMIOA' � THREE WP�IGMGWIiCXw EAPUiEE � C>ki PE RECEPTACLE wIrx COEVEP PIA]E. 0]XExw:sE. {^° �LF%WEOrHEx=x��EWREr GLE POLE GIL..ERUE snrwwm+wreq PurE 4` corvreu•ancx cnBLE rv+nG coMPNrEnxErnogX:xalars awLEsswrEo orXBRWrsE. THREE WAY OWNER JGx�wxCx WIM COVEa II-E. L� ypBEY LOCPi ON�nm1D NELESSED P.IG sWRE } Yr N+LON]FOL SWITCHES BY FAN MWLFgLNgERa, � WPLLMW NIEOiELEPXONE:Ktt. VdUFY M,uMINGYEIGHr. } Yz O } 7 ¢ saE ER P°.re. saurEmxeo o r"-"--t GooRxsL PusxBunoN c.MxEcrro ro tnwu rownu in RecEsseG WnLL GoogcHluE. xurorvE ustarvH lGxJME) STRUCTURAL GENERAL NOTES 1. WORKITIRK SEAR SNVL K C[019M/.Im MM ME RSIGX PLANS BF IS, MBME(S 4 aA.. ARO 51MJL .. m ME PRNECF SPECIFI4FM,, INGIRD. WE FEMS N0 GM 1. SEAND4PD5: A 1XE ,SAL RSJENRLL CPJE FEN ME AND MO-FAM, MLLMR (I RC -BOSS) f. . MN BIOS SGCIIR ERS A. IOCHO WLF. NHRI F1xIKN. P£SGEHIVL N%UYE AMENOYENIS 0 KI 9UItllNG GORE REQUIREMENTS NR "FORM COKRTE- I. 31.-Gs) C. WE TUKR mN51MI . 1M UN- 4M EGPION.' AIETIIVJI Ep I PARR A40LMT"` D. THE IMMMA DERCI SPfRGTOH FOR NG00 Cg611LC11M. IAl6T 6TM E ME ARIY/JI BRTRRE OF . GENEROGYM SE6 GmSiRATM WMW.' Ftl1R,- EplgJ I. WNCERS FOx R TO CONFORM TO M� NA4YNVSETR SAGE Kaor 1ML BVLDIXG Co AM A°TYl9lF PMdIR ANDI. S WIRES AKEMCE CF SPEOND REMS MOM THY pUMNS D56 NOT MANED TNT ME Co. R RE1EY➢e FRCS WE BIAMpT CO. IEDUMENENTS 1 THE CpIMALTDR SIWL M.H% RYE51p5 AND COMPONR m M RELD III TO CNAM'HO WTR ANY DStl ORGY "ITHE I WHAT R SNCNM ON WE CMMND AHO KT1LL RAID mNET]NS RULL K REPORTED JACK( TO THE MOIFEW N WRRIXD PORE PROMISING MM ANT ... 4. OPEM. TIIMI:11 THE FRAMING MT EWNMDO* MAY NOT BE SOW, Gx WESF AMINES WE MOSUL 0.YRRAMOR LWL WIRY SEE AND LMNMN OF OPERANDS. ANY OBMTOx FROM ME OPEXNR SHPXI ON THE S UCTLEAL BRINGS WALL BE MO.IGM TO ME NAMIER'S INM6VdE RRMpII FOR REVEW. S. NOTE ME ENGINEER OF ANY WCXNEC,ML YWIRCAMN M gMEN51pN BMXG6 THAT NAY AFFECT THE WIXIRNRL FERRIL S. DENGJ WRXGA, LIVE LDVA: RDO: - GROUND SAW LIAR SO Ri REEF RUDER: - R®EENIW_ AO RS MP!XG IAFAS:. REF ATC 61CIOGL 30 PSf T. B9B1 LATRAL UMDS, . IDSD. - „ONE - ; IXPoSRff - C AU SREO (MRTWTEX Na MEN S µE FCLOAK ASIA4D SAL NV NC,ES ONE WEEW USED fGR WE FCBMIOM :T IMI, OF .1 1m ME SBL BFANMi UPACM .I FERRI - unwGi FRII. IN EKTOR: 0.45 - WNRIN SUBGMK WOUIIS ISO 14 0. LEDGE ..IF. NAE SEEN OPRETMO AT ME LOGTCN OF ME PROPOSE) FaxDMON. F LOSE 6 PICWA'ERED OLWNG IXGVATOx MR ME MUVwTIq{ ME CONTRACTOR SMALL WMEN THE EM INFIEN STRUCTURAL STEEL NOTES 1. STRUCTURAL STEEL ROLLED SHAPES SW1 BE NEW STEEL CONTINUING TO ME EDLLO M AM DESIGNATIONS, UNLESS OTHERWISE SIEGNE), ASHY ADS GES MANNRS PLATES AND MIRC FRAMNG MAMBAS. (MTYMUY Y. STRENOM'Da.. FDO. ARM ME2 M M12 WIDE P-AH E BEAN SHAPES (NNMJY Y. BTRENBIM FY-m,MJO AM). AM ADIS BCTS USED FOR CNNECTNG SIRUCT IRA STEEL MEMBERS AM NSS4 CA. S ANCHOR WEI STWMT. GALVANIZER (IXCEPT WHERE NOISES) AM F1554 CR 1M ANCHOR MTS SIRAOHL GALVAMRD (AFIRE NO1FD) AM ANDY we UG AAEK AND BOLTS CONNECT IC WOOD) MEMBERS AM AMC DR.-B. SWARE NBUV.R SEGTIMS NINNSM Y. STRENGTH FY-... PS). AM FSm GR.'S' M M.'C RWHO MBE SCTWS (MINIMUM YIELD SMENGM PY-4;Gq RISC. 3SMUCTMAL STEEL DETALLS AND CONNECTIONS SHALL CCSMM TO ME STANDARDS OF ME CURRENT AIW S EO DARCI S FOR W DEB, lMFI,ATON AND EMCTM OF STRUCTURAL STEEL FOR EUKENCS 5. FM HIGH STRENGTH B0.TS HASERD WASHERS WALL WE MOVIES AGAINST ME ELEMENT (READ M NUT) KING TURNED. A MELDING RHALL CONFORM TD ME CLRRENT STANDARD OF ME AMERICAN NEIDING SOMETY (AM.S) SHOP AND .. WENS STALL BE NAGE BY CENTERED WIRERS S WRCIRmES FOR FIELD AND SHOP VgpNG EHA . CONFIRM TO AM A] (CLASS 70), WELDS NOT SHOWN 9NALL K AM MINIMUM. B. BELONG SMVCMRA MEMBERS. WHOSE NOT DETAILED ON INS MAWNGI. R PRO EIMC. T. STEEL SHALL RAW TWO WAYS OF INSTH HUSMW PRIER PAINT TOUGH UP WEL11 WE ATCHEE OR SCRAPES IN PLANT AFTER OEM' N. EADRICATM SR11 COOPERATE PRIMER CW'AMUTY WM ME AMN!TECT FOR N_LD µPUCATON OF PHSH PAINTS S TWGA CUTTING M HIM BURNING R NOT ALLOWED. B. EUBEmm AAYNGR MILES AMD MERMATEG HAGS . SHALL K ROT-OPPED GAV.Ax= 10, WEST DWENSGNR OF NWENT FAME N FIELD PRIOR TO PACIFICATOR CONCRETE NOTES fFOUNDATION ANO SLABS ON GRADE) 1. CONCRETF MATERIALS SHN1 BE PLANT MI. ANTI APPROPRIATE ADOmVIS TO AGNEW SUMMENT PLOW EP MAYORAL, M. SNAu INCLUDE TIT£ 1 OR Z PORTLAND CEMENT. SANG AND GRAVEL AGGREGATES CONCRETE WNPRFSI£ STRFNOW. (Pc)IN D. DAYS. MNEN TESTER IN ACC( .. MTN THE LATEST A. SIB SMALL BE AS FOLLOWS CONONTE YORE - J.. PSI 2 ME HAWUM AGGREGATE an SHALL BE Y.' WURGE, I THE MAIAIUM CORCIEIE SLUMP AT THE OF FERAL DEPORT SMALL K 0. BORIPOR WHADER GONCWEE VMAu BE AIR FNTRAMm TD SM (1•% IX). PER ACL REC0.MMEND TONS oYPI-JONO AND THE CURRENT AMEWGµC OF CONCRETE INSTEMPE SPEORGATONE ATS AND BROWNIESAL TWO OF . SST IN ACWROµCT_ mT1 WE 5. REWORDING ST:E SNALL BE NEW 060RMPI BARS, LgIMM,4G TO ARTY MIS GRACE WE. EKCEPT MERE NOTED. BUSIED BARS MLL BE WMEDIATELY REJECTED AND REWIRED TO BE RETRACED AT NO AODITCNAL COST. B. DETAUNG OF CONGRETE REINFORCdNT AND ACRORCEPS SHALL BE N ACCORDANCE WITH AM MJSICATON IS AND gAWENT IRS MIlDFICATCNS. 1111 PRIMA. T. UNIES SWERMY SHOWN ON WE DRANNOS. REINFORCING STEEL SHALL BE PLACED TO PRONCE ME FOLDING MIMMUM CONCRETE FOYER FORNED SEES CP SABS NAILS AND PEOT.. 3' SLABS_3' BELOW TM SURFACE AND MOW BOTIW SURFACE CAST AGAINST EARTH S' R EDNFOi LNG BARS MAY NOT S KL M. N.^flHMONS BARS SHALL BE [CID PENT IN ACCORDANCE TO ME PROPER RADA ESTAHIAIm BY WE AM UNDER NO ORGVMSTACES SHALL E BE APPLIED TO M.E BARB TO OBTAIN HANDS. 11 FORMS MALL BE MUST PRIOR TO THEIR ERECTION . PETROLEUM BASED FORM ORS SHALL NOT BE USED IN ORDER TO AWD ANY MATERAL CWPATBILTY PR09UEMS MM WATERPROOFING SYSTEMS ON CMICNETE SURFACES REWMASNO BARS WHICH ARE COAIE'J WM PORN OIL OR AY OTHER BPM BREAKING MATERIAL HILL BE REACTED AND MILL REWIRE REPLACEMENT AT NO AOO:TMIAL COST TO ME OTHER. 11. ADMT W W WATER TO CONCRETE MISS AT ME STE 15 NOT ALLOWED. SUCH CONCRETE SNAIL BE MNEGIATELY REJECTS^, AND SNNL BE REPLACED WM NEW CONFORMING PRmUCT AT NO METWAL COST. 1i CMIDEFTE ENAL BE READY -NOTED AT PLANT CNKYING MM ASHY CW4 AND AM OSHA i 11 CHAIR BARE µB NNE TONG MR SECURE PLACEMENT AND POSITIONING OF REINFORCING STED. MUST S PROMCEO. IN NO MADE SHALL BRICK, BLOM. WOOD. Ci OTHER NON -CONFORMING ESL SUPPORTS BE USED. NAMML'N EPACNG M MEN SORM UPPT ARS SHALL PE le H EACH DIRECTON. CHARS BAR SUPPORTS AND TE WEE SHALL BE NW-CCRROSK PRCWCTS. NOT GIP GALVANIZER STAINIEA STEEL PLAEM COATED -TIP. W OTHER CONTRIVING MATERIALS 1S PROVIDE A VAMxE BARRIO CI NEW, OP EARRING BASEMENT ROM. USE •STMO MAP 15 NR MEET VAPOR BARBER' CE EQUIVALENT, UNLESS NOTES OTIMMEE WOOD FRAMING NOTES - 1. RRAMIW LUSHER W WL CMEM4 TD WE U16T EMRM C TE - INTORL DFSFN SaCRU}pM FOR WW1 mNS@LCDOM. AND SJPREM RT 'EE51CN VALES MR WDW Cg6TRMMIICN'. LATEST ERTMN. YANUN WEPTURE CONRM SHALL BE 1K 2 PREESURE TREARD WCW MEMBERS L= MR NKEMGT JANICE CONCRETE M WSORY (SRLS ryAl6. ETC.) 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E-1.4EBM STEEL -TAKES AND POSi4 a SAUCE RM EN G.. ! LAMER) EC - SW PS. E- 1.OI PS E C EERPI -FLOOR JosTs s BEANS (L,) EB - BBm AR, E - 2CE6 PB -POETS Co.) M - I. ARE. E-1.K5 PS -FLY JJ15T5 (M) FB - 36m PS. [ - I.TES PS roTRGJ VALUES ADJJSTP,D ONLY BY OR)^KSIW VANS NOT M. BEER) 5. MTMS M W.1 .1. SUCH A HwuG, B'... BRma4 RRES BPNx4 EIC a. I. TO WE I"RT mITM IF THE NAIICNA vESIGx SHORAN LON. THE TMHw mNWRLCDM MAMA. ME Y.VOO FRAAm mxS ... MWUA4 AND MGxITECMR, MMxxS srAMRD BY RMSEY E GgRA T. USE Cg9F MAKERS AND MORRIS AT FLOOR OPERMOR WHERE BEAD ME NOT KSGIWTED. B. IS FITLY .. YRAL .RTEC . W SMPS:N. M ECML). JMSL M SEAR MwKRS WHEN Jo. M BFAMR FPIYE MO OmK JIRR M KIS MIS S TO AG FO FRAMPLAN R CONMGFCR ORES. E ANA PARTNERS, .AND CprtECNxS WOSED TO TE WTAMER SOUL K xvr-DIP MLVAIEEO. mxNECtdR AND FAIENEA WHIM ARS USED MM PMS.UM TCAIED WOOD STWL K AS NM M 316 MINIMS STEEL 10 KW MWMR SIWL K STORED N A DR UICAMR. 11. m xo GK SMALL JDISM. W HA S. SN05 W ANY NXM FMMMv LEYSA K M. NOmm. ME1ER M ITHRMSE MOM KNO TR ME W6TIM ANHwA M ME "FLOURS, EXGNTS, 1. W ACONTRACS SHOWN M ME DRAHIXMUST E TEMPpURY STRUCTURAL SUPPORT M SHERRI, A REWIRED. TO NSTALL FOUNDATIONS AND TRAMNG WGRR 3 NEW STRUCTURAL BUNS AND JOISTS SNAll BE PLACED M SUCH! A MANNER TO TRANSFER ALL EASPIRG LOADS TO ME PGWM MOATS VILE BEANS TEMPORARY JACKING AND WRONG O ME MORTENG STRUCTURE IS REWIRED. TO REJEW ALL LKETND APPLIED LOADS UNTL NEW FOUNDATIONS AND CONNECTORS HAVE SEEN WNPLETELY PLACED AND SELLPED. JACKS MAY NOT BE RELIEKD. NEW SNORES REMOVED, UNTIL ALL NEW CONSMUCTCN WORK IS CRMPLETE MER-CY MµSERRING ANPUED LOAB TO NEW SMUCNRA. ELEMENT. 1 FIR PURPOREB M TEMPORARY SI AFPMOF SM2N5 T HMG $Y5PLACED VPEARTHS GRADE AND SGLS MIM A YAUM SOIL BEARING GAPAOT' M SWEET SMALL K ASAINE0. PERMIT SET S 100 B � YH6F,5 WH CI9)iTDi (D W � 8# Ob'----------- __----------- -- --- - — — -- - — r----- - - -------- O-- s-soo I I , b Eo Eo � I � I ___________ _ __ _________. 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MP Ol]px 9T8 3I3 t500 290 Fm Street ruId CeGmDULN 1"0 SOP. 9930p40 w...ea,NLem PER➢TT SET 20June2019 First Floor Electrical Plan 2n June. 2019 E1.1 V. 0196f �\ SECOND FLOOR ELECTRICAL PLAN e etz qa-r-o aea N wr, ELECTRICAL FIXTURE LEGEND o¢cw°no. SYMBeLGEscwnrory CEEG'ET SMIP LIGHTING, 3wlxry IN FC me \� /K5, uLttOSETs1FioECm Grz1VEwrvIC GHTHSA E„ iL .O'F>Nw� LIN GNi �GF TF ING FAwLIGHTFu JRE. wn""N'v�ES1 -NG _. Srmw. .-4_ 'NR- °A .0 INGINOANT ®u .._- yvMWHTF — lL Om NNIAGFmm% R FOEWw Flint Residence Additions and Renovations 60 Mishaum Point Road Dartmouth, Massachusetts ring Schmid Kearns ARCHITE05 t PMNERS sere xoEe 30.V.onumndS uem Concord,MA017Q 979371.7300 200 Elm i"W soGeh Genmomh VAana9 51. m".1 —mdnm. PERMIT SET 2011.e 2019 Second Floor Electrical Plan Date 2CJune,2018 Joe uo. mesa F 2 DFawn By EML