Loading...
Definitive Subdivision Planc a� V PLAN I _ NDEX A _ PLAN: SCALE.... SHEET No. w o SUBDIVISION LAYOUT PLAN i --40 1 .� TOPOGRAPHICAL PLAN GENERAL NOTES & STREET & UTILITIES PLAN 1 "=40'H 4'V #2 r - / r DETAIL PLAN N.T.S. #3 " , x 1. THE PROPERTY TO BE SUBDIVIDED IS LOTS 90 & 91 v. BRIDGE DETAIL PLAN 3/4 --1 #4 '� ON THE TOWN OF DARTMOUTH ASSESSORS MAP 28 ' y, CONTAINING 100,286 S . Ft. OR 2.30. ACRES. #� �► 7 q ZONING REQUIREMENTS. 2.) THE BENCHMARK USED FOR THE TOPOGRAPHY , DEPICTED ON THIS PLAN IS A HYDRANT/TOP OF ZONING IS SRB -- SINGLE RESIDENCE B _. 3 ._:SPINDLE BASED ON N.G.V.D. DATUM LOCATED ON THE �, , .. _ ,% ' , � oA° MINIMUM LOT FRONTAGE. 200.00' . EAST_, SIDE OF SLADES ; CORNER ROAD. �AOEs �oR��c� .� MINIMUM TOTAL AREA 80,000 sq. ft. 3.) WETLANDS DEPICTED ON THIS PLAN WERE DELINEATED l.ocv5 MINIMUM NON -WETLANDS AREA 52,000 sq. ft. BY THE TOWN OF DARTMOUTH CONSERVATION MAXIMUM � LOT COVERAGE ` 50� COMMISSION DATED '8/21 /95 & FIELD LOCATED BY SETBACK REQUIREMENTS: I certify that this plan was MINIMUM FRONT YARD Made in accordance with the . CORREIA S ENGINEERING, INC., 60.00 Rule s and Regutation of the MINIMUM SIDE YARD 20.00'- R gister^s t e ; 4.) LOT1: WILL BE SERVICED.BY A PRIVATE WELL AND LOCUS PLAN SCALE: N.T.S: , MINIMUM REAR YARD 20.00 ., A SUBSURFACE SEWERAGE: DISPOSAL SYSTEM. P -PARED 5,) THE PROPOSED STREET, "DESTRUCTION LANE", IS CLASSIFIED BY THE TOWN OF DARTMOUTH SUB- DIVISION REGULATIONS AS A PRIVATE LANE. b 6.) ALL CONSTRUCTION SHALL COMPLY WITH TOWN Dartmouth Planning Board OF DARTMOUTH CONSTRUCTION. SPECIFICATIONS. Plat #28 Lot93 Plat28 Approval under Subdivision Control Law 7.) THE RIGHT OF; WAY OF SLADES CORNER AND THE N F Lot #92 :BOUNDARIES -OF '-'DESTRUCTION BROOK ESTATE" SUBDIVISION HAS Adrian John Theresa Saint N/F n \ BEEN ESTABLISHED BY RECORD PLANS AND DEEDS,AND Rose Teachman o , A FIELD .'SURVEYOF "OCCUPATION LINES BY CORREIA'S APPROVED (date): ENGINEERING, INC. N 85'16'24" W ENDORSED date): `..� N85.4 „ N „ 5 8.) THE SITE IS PRIMARILY IN ZONE"C" AND ZONE"A"PER F.E.M.A. `gg:23 2 3s w 3o.4s, 02 w t .' R = 5. 165.77 �.5 h,, r- OF i FLOOD INSURANCE MAP, COMP,�UhITY-PANEL � " '250051 0021 D MAP REVISED: JULY 3 1985. p L = 0.8 e 5 S ram--; sic 67. ' ' "�� 5 54'40'55" W''" N 3531'53" W RosERr ✓`'iZ 39• 30.00' couTo 1 9.) AN AS -BUILT SET OF PLANS WILL BE PRO- \ aT 1 W32487 a� VIDED TO THE DEPARTMENT OF PUBLIC WORKS, Des Lang PUBLIC-40'►NIDT : �� �ro►s �.� 5� In preparing this la ,, „ SHOWING ALL ROADWORK AND THE LOCATION OF 85 6 40 E 41'�2„ ca/DH H) ROAD �,�S,o1,A«A,o P P 9 plan entitled Destruction Brook Estate ' s. o y a1.52 FND ELD '�,� ALL UNDER. GROUND UTILITIES. 44.00' -_� /H ) m and dated September 25, 1997. I hereby certify this plan and accompanying data, is true and correct 10. THE APPROVAL BY THE PLANNING BOARD IS ON THE 4' N 43.50'57" E �-- ` �- y q • y °s, R = 25 0 _ _ to the accuracy required b current rubs and , � � co .. Ri CONDITION THAT NO BUILDING OR STRUCTURE SHALL BE �1 w - , regulations governing the Subdivion of Land in u _ � � - L - 11. 7 � 33.04 I 1AI� g g g �1 ANY LOTS SHOVvT4 tITHOUT THE U' ry c' N 54 40 55 E' �G Tr f r+.�� �r 4� l BUILT OR PLACED UPON �� �; �" �, o - \ tl C�� -�rsar �f' 1 . CONSENT BY THE BOARD OF HEALTH o ° 28.39 r�: , at I _� _ b N �5'o3'r6" v , L' 81'32'39T" E I hereby ce ''`� that hr ;, r-' C, -r 23.23' / 40.00 current rules and regular d r�ry � 11.) A LETTER FROM THE REGISTERED LAND SURVEYOR the Subdivision o: Land r. - �' � w.-..:..n w .�.�_ t_,,...• .,__.. %IYILL BE PROVIDED -TO THE TOWN OF DARTMOUTH Plat 23 of Dart.moutl-1, `.�csscchusf t l I'.'__.�, Lot #20 eoRDER�N plan entitled "Destruction F' STATING THAT ALL MONUMENTS HAVE BEEN SET • o VEGETATE < I IN ACCORDANCE WITH .THE APPROVED PLANS. N/F � u'ETLANDS1 N dated September 25,199; it accompanying „ - Joseph & Mary L. Tavares at. #28are true and correct to the .-- c re uired I hereby by certify that the notice of approval • y _ q • of this Ian b the Dartmouth Planning Board i 2. a DENOTES CONCRETE BOUND TO BE ,SET. �. o �' Plot 88 by said 'rules and regulatia.} a, required P, Y g by the rules of the Bristol ; .;;. (S.D.) was received and recorded A STREET AND UTILITY PLAN 'OF THIS SUBDIVISION z �•' at this office, and -no appeal was received 13. IMPROVEMENTS IS ON FILE WITH THE , Roy & Susan Pinheiro Registry of Deeds. In afiur ,l drainage systems PP SHOWING REQUIRED I � , �, Y have been designed so th 7g properties during the twenty (20) days next after such DARTMOUTH PLANNING BOARD AND THE DARTMOUTH and ways will not be adve-_ ' Fried receipt of recording of said notice." DEPARTMENT OF PUBLIC WORKS. The presence or failure c r 1 , or filtration DATE: TOWN CLERK: systems as designed will r- ' ­cten life -14.) ANY -LOT WHICH DOES NOT HAVE A CELLAR DRAIN, MUST N 3 28.2s2" w �Y or pro rty. HAVE RESTRICTIONS PLACED ON THEM THAT ALL BASEMENTS L0T# 1 t �. Lti. 100,286 S.F. I c, _ N 03'53 2__ " i CRAWLSPACES OR OTHER HABITABLE AREAS FOR A RESIDENCE V.30 ACRES , Subject to a Performance Covenant dated: ARELOCATED' A MINIMUM OF 2' ABOVE GROUND WATER ELEVATION R.=200.ot') 22.0� /1� running with the land, AS DEFINED 1N ACCORDANCE WITH THE BOARD OF HEALTH REGULATIONS N �"� to be duly recorded with this plan by or for FOR SEPTIC SYSTEMS. THIS CONDITION SHALL APPEAR IN A COVENANT.;. Reg�stere Professional L• ate » I _ , ` N 44'35'18" �� '� -- for the owner of record. BETWEEN THE OWNER OF THE LAND AND THE PLANNING BOARD. `' r� 78• t Al i•:', R 4 °� N 73'27'30" W 41 378W �"Subject to a Restrictive Covenant dated: o v �9 '. running with the land, ' 1 r :�, ' to be duly recorded with this plan by or for <$ for the owner of record." �I l- 0\ j\ 1 `� -�' � UTW`. oo, t t .. L T6'� ji �vl - AnT . 1 cz_ 1665, IOw Lloat #23 J #20 - Owner: Michael J. Lopes 84_ fie, � 145 Fisher Road Joseph & Mary L.: Tavares s DH �� 16 6E £ (FND/HELD) Westport, MA. Applicants: Michael J. Lopes' & Diane ` Latulipp / 145 Fisher Road Westport, MA. Surveyor/Engineers:' Correia's Engineering, Inc, 8 Grinnell Street- South Dartmouth, MA. ' 02748 G o rr efm s EngineertngIn,c.SCALE �����,� ZZ I� in,2tive Subdivision,yout SHEET OF 8 Grinnell Street LAND SURj'EYINC �c�--for- -dux--PI 1 4 South 191 artmouth, AIA . CIVIL ENGINEERING Graphic Scale I 02748-2314 SUBDIVISIONS o Destruction Brook Estate 40 Tekrhane (508) 996--6052 SITE PLAINS Michael 1 y, T Tax (508) 979-5949 AS -BUILT PLANS I ::_ _ N� r _ Mi / G J . Lopes c ae l op a -� _-_ c.�. ��a� krvt,ih�_n1.., ��.,. � 11 /08/97 Profile, Roadway X Sectionn Notes F1LE# c Ilti > September 25, 199796-0099 a' Joseph. E. Correia III Pre&. & Joseph E. Correia IV YIP. - 1 inch. = 40 tt ' DATE: REVISION: BY: Dartmouth, Massachusetts (AP> SANDY LOAM (B) SANDY LOAM (Cl )COARSE LOAMY SAND (C2 )MEDIUM- SAND + k erg. i ENZI i Ld Detcl 6i U ! > M s I Existing anite ob stbg Brpok , C f 4 Profile for Destruction Lane i i 00 (� r. M t0 •d 0 In 1 � •- N c6 N o6 N N N ►o ,.� to 2+00 1 +00 Horizontal Scale: 1 " = 40' Vertical Scale: 1 " = 4' Correm s EngineeringInc. 8 :Grinnell Street LAND SURVEYING South Dartmouth, MA. cIvu ENGINEF,RINc 02748-23 f4 SUBDIVISIONS Telephone (508) 996-6052 SITE PLANS Fax (508) 979-5949 AS -BUILT PLANS j1 Joseph E. Correia III Pres. & Joseph E. Correia IV VIP. 0+00 DATMY ELEV 15.00 -ZONING REQUIREMENTS: ZONING IS SRB — SINGLE RESIDENCE B MINIMUM LOT FRONTAGE 200.00' MINIMUM TOTAL AREA 80,000 sq. ft. MINIMUM NON —WETLANDS AREA 52,000 sq. ft. MAXIMUM % LOT COVERAGE 50% SETBACK REQUIREMENTS: MINIMUM FRONT YARD 60.00' MINIMUM SIDE YARD . 20.00' MINIMUM REAR YARD 20.00' SCALE LEGEND: 100' BUFFER, FLOCDZONE BOUNDARY - - - - EXISTING CON TOURS • EDGE Or BORDER!`JG VEGETATED V ETLANDS (AS FLAGGED BY DART?.SOUTH CONSERVATION AGENT) DATED: 8/21/95 EXISTING SI-ONE WtrLL F-1 DENOTES CONCRE'TE POUND TO BE SET ' ROQERT o J. , COUTO '^ #32437 ���J`�fs9FC►STER�� Q��, �NAI lVR-S i rereby certify that l 1,cve read t►-r: current rules and re^:,'a`,ions aove�^ rca the Subdivision of Land ;n the Toy:^ of Dartmouth, Vcssach!,setts, and tl,14� plan entitled "Destruction C3-ook E�tcte' dated Septem5 ber 2, i a _7 incluc!i r(7;ryc r7Fa-lying rjre true and correct to the accurcr, rF ;.:'red by said rules and regulations and c�: re ;;tired by the rules of the P,Istol Count; Registry of Leeds. c(idition, system lave been designed F :) `.hot obu`.t pr-. )er`ies and ways v, l! not bF. the presence or fail;,,,- --f eny filtrotion systems. as designed not thrc, or prope-ty. Registered r%fessio^c' E ngineer IN FEET �— 11 08 97 Profile, Roadway X—Sectionn Notes 1 inch = 40 ft~ DATE: REVISION: i i BY ;c r, to F'Lrformanc,,� Covenant running with the land, to be duly recorded with this p!an by or for for the owner of record." "Subject to a Restrictive Covenant dated: running with the land, to be duly recorded with this plan by or for for the owner of record." A street and utilities plan of this subdivision showing required improvements is on file with the Dartmouth Planning Board and the Dartmouth Department of Public Works. In preparing this plan entitled "Destruction Brook . Estate" and dated September 25, 1997. 1 hereby certify this plan and accompanying data, .is true and correct to the accuracy required by current rules and regulations governing the Subdivion of Land in the Town of Dartmouth, Massachusetts and as required b h ru es gf-4he ,egisters��of Deeds. P.L.S. Owner: Michael J. Lopes 145 Fisher Road Westport, MA. Applicants: Michael J. Lopes & Diane Latulippe 145 Fisher Road Westport, MA. Surveyor/Engineers: Correia's Engineering, Inc. 8 Grinnell Street South Dartmouth, MA. 02748 Definitive Subdivision, Street (k utilities Plan, Destructioi,z Brook Estate Michael J. Lopes Septemb€'r 25, 1997 Dartmouth, Massachusetts FE T A I L Sccle: 1"=!'-! SI"ALE- Uzi No I* K 1* 2 'r V= ITAM MMY 4 FMT " EACH MTM FARR-- "allntr bC—N43 01 I-W 9 AXX- FLM M L""Pf PP'r'7 MTAT" Dartmouth Planning Board Approvul under Sti.bditision Cortlrol Law P P FR 0 VF D (d a f,l e): "'DOPS"' (dote): hereby by certify that the notice of cpprov,-fl of '.his ' r* kin by the Dartmouth P!crning Board was receives' and recorded at this office, Grid no appeal was received d:jrlilnq the twer-ity (20) days next after such r(-,celPt of recording of said notice." E TOWN L. ERK: Owner: Michael J. Lopes 145 Fisher Road Westport, MA. J. COUTO V32487 Applicants: Michael J. Lopes & Dicne LctullPpe 145 Fisher Road S- Westport, MA. Surveyor/Engineers: Correia's Engineering, Inc. 21 8 Grinnell Street South Dartmouth, MA., 02748 —T Definitive Subdivision, Detail Plan 3 4 Destruction Brook Estate Michael .1. Lopes nn Notes FILE # September - 25, 1997 ! ��: � BY: Dartmouth, Massachusetts GENERAL' DESIGN LOAD FOR BRIDGE " 4x12(Typ.) 1. DESIGN IS IN ACCORDANCE V'ATH, AND CONSTRUCTION SHALL HS20--`44 CONFORM TO REOUIREMENTI) OF THE," COMMONWEALTH OF TS 6x6x0.25 (Typ.) MASSACHUSETTS STATE BUILDING CODE", SIXTIi 'EDITION. (A3s) 2. INFORMATION REGARDING EXISTING CONSTRUCTION AND • - - - -0 - 5/8" fd' Dome Head Bolt (Typ.) AND CONDITIONS IS BASED ON FIELD INSPECTION, AND IS INCLUDED TO ASSIST THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONS1 1ITY FOR ITS ACCURACY OR _ 5/8" 9- Log Bat COMPLETENESS. (every 4th cross -member} 3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN ex%Typ.) UNANTICIPATED OR APPARENTLY DANGEROUS CONDITIONS ARE UNCOIRED DURING CONSTRUCTION. 5/8• jd Dome'Heod Bo!t(Tyh.) 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND E3 CONDITIONS ON THE J03. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE _ V -- - -- 3 16 4 PROCEEDING VATH THE PORTION OF THE WORK. 5. THE CONTRACTOR SHALL BRACE OR OTHERaJlSE SUPPORT F THE STRUCTURE AS REQUIRED TO MAINTAIN STRUCTURAL ' I A INTEGRITY AT ALL TIMES. I - W14x3o-L-2t'-$"' FOUNDATIONS (A36) Typ. 1. FOUNDATIONS HAVE BEEN DESIGNED BASED UPON A 7yp. �" PRESUMPTIVE BEARNG CAPACITY OF 2 KSF, THE 3/16 5 Min,(Typ.) CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF UNSUITABLE BEARING MATERIALS EXIST. 3, 3• 3• 3. 2. UNSUITABLE BEARING MATERIALS, SUCH AS MISCELLANEOUS FILL AND ORGANIC SOILS MAY EXIST IN AREAS OF NEW C sx8.2-13'-10" FOUNDATIONS. EXISTING UNSUITABLE MATERIALS SHALL BE T 7yp. (A36) Typ. EXCAVATED AND SHALL BE FOLLOWED BY PLACEMENT OF Section C-C C 3/is s t;6' 5 for end beoms} COMPACTED GRAVEL FILL AS SPECIFIED. 3. µt1IERE ROCK IS ENCOUNTERED,' IT SHALL BE EXCAVATED Bridge X-Section TO 1'-0" BELOW BOTTO'13 OF FOOTINGS AND SLABS AND REPLACED 1M,TH- A 1'-0" LAYER OF COMPACTED CRUSHED STONE. 4. NO FOLJNDAT10N CONCRETE SHALL BE PLACED IN WATER OR ON FROZEN SOIL. 5, BACKFILL UNDER ANY PORTION OF THE STRUCTURE SHALL BE COMPACTED IN 6" LIFTS, 6. BACKFILL SHALL BE PLACED AND COMPACTED SIMULTANEOUSLY ON BOTH SIDES OF FOUNDATION WALLS WHEREVER POSSIBLE 1N 6" LIFTS. 7. COMPACT SOIL TO 96'. OF MAX. DRY DENSITY UNDER FOOTINGS AND TO 95% Or MAX. DRY DENSITY BENEATH SLABS. 8. CONTRACTOR SHALL`MA!*4TAIN CONTINUOUS CONTROL OF -" SURFACE AND SUBSURFACE WATER DURING CONSTRUCTION SO THAT WORK IS DONE UNDER DRY CONDITIONS ON UNDISTURBED SUBGRADE MATERIAL OR COMPACTED FILL, AS APPLICABLE. 17 STRUCTURAL LUMBER: 1. ALL DIMENSION LUMBER SHALL BE SOUTHERN PINE. MAXIMUM 195 MOISTURE - _- CONTENT WITH THE FOLLO4 °NG MINIMUM GRADES AND PROPERTIES. - - o. POST AND BEAMS (DENSE SELECT STRUCTURAL) 1/2� (Typ.) Fc 1,650 PSI (SINGLE MEMBER USE) E 1,600 PSI b. PLANKS (NO. ) Fb 1,650 PSI (SINGLE MEMBER USE) E = 1,600 PSI 2. ALL BOLTED CONNECTIONS THROUGH LUMBER SHALL BE MADE WrTH A307 Co OR BETTER GRADE BOLTS OR LAG SCREWS. AS INDICATED. 'n -- --- - - 3. ALL FASTENERS, HANGERS' AND CONNECTORS SHALL BE HOTDIPPED GALVANIZED. 4. REFER TO DETAILS AND f _ANS FOR SIZE AND LOCATION OF LUMBER. 5. ALL LUMBER SHALL ESE F' S�'J4F TnEATI:"C TO a MINIUUM COINICENTRA.I ON OF 0.4f CCA CONCRETE-1. CONCRETE WORK SHALL C���:r V �1 ., .Tn �. LAmST EDITION'S OF "BUILDING CODE REQUIR7" 4ENTS FOR REINFOFCED CONCRETE"(ACI 318). 2. CONCRETE SHALL BE PPPORTION, MIXED AND PLACED UNDER THE SUPERVISIC': OF THE APPROVED TESTING AGENCY. 3. CONCRETE SHALL HAVE 'A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4,C00 PS' 4. CONCRETE MATERIALS CEMENT: ASTM C15C T`fPE I or It b. AGGREGATE: ASTM C33, MAX SIZE OF COARSE AGGREGATE 1 1/2" c. WATER: POTABLE(VIATER-CEMENT RATIO SHALL NOT EXCEED 0.50 PY WEIGHT) -- _ - d. WATER REDUCING AN- PLAST'CSNG ADMIXTURES: ASTM C494, TYPE A AND SHALL CONTAIN NO &41-ORIDE CO)JDOUND. e. AIR ENTRAINING AGES:': ASP) C260 3-6% f. SLUMP: 2"-4" Section B-B BASIC MIX PROPORTIONS SHALL BE ESTABLISHED BY CONTRACTOR BY MEANS OF PRIOF LABORATORY TESTS MA77 WITH THE CONSTITUENTS TO BE USED IN THE WORK. (Partial Plan View) 5. CONCRETE SHALL BE C'.;°CD FOR A. MINIMUM OF SEVEN DAYS BEFORE ANY LOADS A` APPLIED THERETO. 6. ALL CONCRETE SHALL E^ PLACED !N THE DRY.7. CONCRETE SHALL BE P,_ACFD WTHOUT HORIZONTAL CONSTRUCTION JOINTS EXCEPT WHERE SHOWN OR NOTED. S. PROTECT CONCRETE v = AGAINST INdJURY FROM HEAT, COLD AND DEFACEMENT OF -*'4Y NATURE DURING CONSTRUCTION. 9. THROUGH -WALL TIES S•*fLL BE SNAP TIES. TIE HOLES ON BOTH FACES OF WALL SHALL BE PLUGGED V,1TH NON -SHRINK EPDXY GROUT, 10. ALL ANCHOR BOLTS TG BE INSTALLED BY GENERAL CONTRACTOR, AND SHALL BE HOT DIPPED GALVANIZ D. EPDXY GROUT. 40, GUARD RAIL ('orrem EngineeringInc. 8 Crinnell Street LANs SURVEYING South Dartmouth, MA. CIVIL ENGINEERING 02748-2314 SUBDIVISIONS ' Telephone (508) 996-6052 SITE PUNS Fax (508) 979-5949 AS BUILT PLANS Joseph E. Correia III Pres. Joseph. E.', Correia IV YIP. EL=25.67 -23'-2" EL=36.9 GUARD RAIL-� unwn . BOTTOM OF BROOK EL=25.0� 7'f 7'± 20' Bridge Profile 1„ = 4' Revision: 1 F' E=24.30t""jj/t\ t �F /400 Prof: , Rocdway X-Sectionn Notes 1/2• 0 A^.c (Tyn � � � I I 4- 10" �� 1 (Typ.) - _ 1A. �. F F � i or olts � I 7 2 C If � i / V-3" 3' 3' 1 3' I 3• 1,_3. Section D-D E REINFORCING STEEL: 1. REINFORCING STEEL SHALL BE GRADED 60 NEW BILLET STEEL CONFORMING TO ASTM A615. 2. DETAILING, FABRICATION AND ERECTION OF REINFORCEMENT Dartmouth Planning Board SHALL CONFORM TO LATEST EDITIONS OF "BUILDING CODE REOUIRMENTS FOR REINFORCED CONCRETE" (ACI ?8) AND Approval under Subdivisio"n Control flaw "MANUEL OF STANDARD PRACTICE FOR DETAILING -PE iNFORCED CONCRETE STRUCTURES" (Act 315). 3. MINIMUM LAP OF REINFORCING BARS SHALL BE 40 D!kVETERS, UNLESS sHowly OTHERWISE. APPROVED (date: 4. MINIMUM COVER OF CONCRETE SHALL BE 3" AT ROT T CM OF FOOTINGS AND 2" FOR OTHER REINFORCEMENT. RE1NFOPCEPE'NT SHALL BE CONTINUOUS .THROUGH CONSTRUCTION JOINTS. ENDORSED (date): 5. INSTALLATION OF REINFORCEMENT SHALL BE COI.WLETFD AT LEAST 24 HOURS PRIOR TO SCHEDULED CONCRETE PLACEMENT. UNLESS OTHERWISE APPROVED BY ENGINEER. 6. WHERE CONTINUOUS REINFORCEI`JENT IS CALLED FOR IT SHALL BE EXTENDED CONTINUOUS AROUND CORNERS AND LAPPED AT NECESSARY SPLICES OR HOOKED AT DISCONT NUCUS ENDS. LAPS SHALL NOT BE CLASS B TENSION LAP SPLICES UNLESS NOTED OTHERWISE. 7. WHERE REINFORCEMENT IS REOUIRED IN SECTION, REINFORCEMENT IS CONSIDERED TYPICAL WHEREVER THE SECTION APPLIES. I hereby by certify that the notice of approval 8. DOWELS SHALL MATCH BAR SIZE AND NUMBER, U'N'L�SS NOTED of this plan by the Dartmouth Planning Board OTHERWISE. was received and recorded 9. REINFORSEMENT SHALL NOT BE TACK WELDED OR HEATED pp FOR ANY REASON. at this office, and no appeal was received - during the twenty (20) days next after such STRUCTURAL STEEL: receipt of recording of said notice," 1. ALL WELDS USING E70XX ELECTRODES. 2. ALL STRUCTURAL STEEL SHALL BE IN ACCCRDA.NCE V,"TH ASTM A36. DATE: TOWN CLERK: 3. ALL STRUCTURAL STEEL SHALL BE PAINTED W"TH ONE COAT OF METAL PRIMER AND ONE COAT OF PAINT AS, f M %11.1JM. Applicants: Michael J. Lopes & Diane Latulippe, 145 Fisher Road Westport, MA. Owner: h.Aichael J. Lopes 45 F►sher Road Surveyor/Engineers: Correia's Engineering, Inc. 'Westport, MA. 8 Grinnell Street South Dartmouth, MA 02748 145 Fisher Road Westport, MA. Owner: h.Aichael J. Lopes 45 F►sher Road Surveyor/Engineers: Correia's Engineering, Inc. 'Westport, MA. 8 Grinnell Street South Dartmouth, MA 02748 GENERAL NOTES 1.) THE PROPERTY TO BE SUBDIVIDED IS LOT'S 90 & 91 ON THE TOWN OF DARTMOUTH ASSESSORS MAP#28 CONTAINING 100,286 Sq. Ft. OR 2.30 ACRES. 2.) THE BENCHMARK USED FOR THE TOPOGRAPHY DEPICTED ON THIS PLAN IS A HYDRANT/TOP OF SPINDLE BASED ON N.G.V.D. DATUM LOCATED ON THE EAST SIDE OF SLADES CORNER ROAD. 3.) WETLANDS DEPICTED ON THIS PLAN WERE DELINEATED BY THE TOWN OF DARTMOUTH CONSERVATION COMMISSION DATED 8/21 /95 & FIELD LOCATED BY CORREIA'S ENGINEERING, INC., 4.) LOT #1 WILL BE SERVICED BY A PRIVATE WELL AND A SUBSURFACE SEWERAGE DISPOSAL SYSTEM. 5.) THE PROPOSED STREET, "DESTRUCTION LANE", IS CLASSIFIED BY THE TOWN OF DARTMOUTH SUB— DIVISION REGULATIONS AS A PRIVATE LANE. 6.) ALL CONSTRUCTION SHALL COMPLY WITH TOWN OF DARTMOUTH CONSTRUCTION SPECIFICATIONS. 7.) THE RIGHT OF WAY OF SLADES CORNER AND THE BOUNDARIES OF "DESTRUCTION BROOK ESTATE" SUBDIVISION HAS BEEN ESTABLISHED BY RECORD PLANS AND DEEDS, AND A FIELD SURVEY OF OCCUPATION LINES BY CORREIA'S ENGINEERING, INC. 8.) THE SITE IS PRIMARILY IN ZONE"C" AND ZONE"A"PER F.E.M.A. FLOOD INSURANCE MAP, COMMUNITY —PANEL #250051 0021 D ; MAP REVISED: JULY 3, 1985. 9.) LOT 1 IS THE ONLY LOT CREATED BY THE PLAN WITH FRONTAGE ON DESTRUCTION LANE, ANY OTHER LOTS WITH FRONTAGE ON DESTRUCTION LANE SHALL BE SUBJECT TO FURTHER APPROVAL BY THE PLANNING BOARD. cy v rol X a WOODCOCK RD w P BLADES G LOCUS O LOCUS PLAN SCALE: N.T.S. Plat #28 Lot #93 N/F obert C. Gonsalves 10.) THERE SHALL BE NO EXTENSION OF DESTRUCTION LANE WITHOUT THE PLANNING BOARD'S APPROVAL. o 11.) AN AS —BUILT SET OF PLANS WILL BE PRO— r, VIDED TO THE DEPARTMENT OF PUBLIC WORKS, SHOWING ALL ROADWORK AND THE LOCATION OF Plat # 0 ALL UNDER GROUND UTILITIES. Lot N/F 12.) THE APPROVAL BY THE PLANNING BOARD IS ON THE Joseph & Mary L. Tavares CONDITION THAT NO BUILDING OR STRUCTURE SHALL BE BUILT OR PLACED UPON ANY LOTS SHOWN WITHOUT THE iL CONSENT BY THE BOARD OF HEALTH. 13.) A LETTER FROM THE REGISTERED LAND SURVEYOR WILL BE PROVIDED TO THE TOWN OF DARTMOUTH STATING THAT ALL MONUMENTS HAVE BEEN SET IN ACCORDANCE WITH THE APPROVED PLANS. 14.) o DENOTES CONCRETE BOUND TO BE SET. 15.) A STREET AND UTILITY PLAN OF THIS SUBDIVISION SHOWING REQUIRED IMPROVEMENTS IS ON FILE WITH THE DARTMOUTH PLANNING BOARD AND THE DARTMOUTH DEPARTMENT OF PUBLIC WORKS. 16.) ANY LOT WHICH DOES NOT HAVE A CELLAR DRAIN, MUST HAVE RESTRICTIONS PLACED ON THEM THAT ALL BASEMENTS, CRAWLSPACES OR OTHER HABITABLE AREAS FOR A RESIDENCE ARE LOCATED A MINIMUM OF 2' ABOVE GROUND WATER ELEVATION AS DEFINED IN ACCORDANCE WITH THE BOARD OF HEALTH REGULATIONS FOR SEPTIC SYSTEMS. THIS CONDITION SHALL APPEAR IN A COVENANT BETWEEN THE OWNER OF THE LAND AND THE PLANNING BOARD. Correm's EngineeringInc. 8 Grinnell Street LAND SURVEYING South Dartmouth, MA. CML ENGINEERING 02748-2314 SUBDIVISIONS Telephone (508) 996-6052 SITE PLANS Fax (508) 979-5949 AS -BUILT PLANS Joseph E. Correia 111 Pres. & Joseph E. Correia IV VP. PLAN INDEX PLAN: SCALE: SHEET No. SUBDIVISION LAYOUT PLAN 1"=40' #1 TOPOGRAPHICAL PLAN & STREET & UTILITIES PLAN 1 "=40'H/4'V #2 DETAIL PLAN N.T.S. #3 BRIDGE DETAIL PLAN 3/4"=1' #4 ZONING REQUIREMENTS: ZONING IS SRB — SINGLE RESIDENCE B MINIMUM LOT FRONTAGE 200.00' MINIMUM TOTAL AREA 80,000 sq. ft. MINIMUM NON —WETLANDS AREA 52,000 sq. ft. MAXIMUM % LOT COVERAGE 50% - I certify that this plan was SETBACK REQUIREMENTS: made in accordance with the MINIMUM FRONT YARD 60.00' Rules and Regulations of the MINIMUM SIDE YARD 20.00' Registers f�D.eed MINIMUM REAR YARD 20.00 �- PR PARED BY Q____, Plat #28 9a�, Lot #92 N/F Harry E. & Andrea M. �� 0 Teachman k' N 85'42'3R" ut Plat #23 "` 07 Lot #20 Joseph & P Mary L. Tavares SCALE Graphic Scale IN FEET ) I inch = 40 M N 30.46'02" W N 35'31'53" W 30.00' \ �DBLIC _40 82•4 22CBH'WID7H) ROAD N 43'50'57" E 33.04' 2'39" E 12/29/97 160 11 /08/97 DATE: Plat #28 Lot #88 Roy & Susan Pinheiro DH (FND/HELD) "I hereby certify that this plan is in compliance with the Town of Dartmouth Zoning By —Law requirements of Sec.19.4 ` " 8 9� ILIDIO M. 6AHEIRA P.E. Date Prof r tonal Seal "I hereby certify that I have read the current Subdivision Regulations for the Town of Dartmouth, Massachusetts, or d the plan entitled "Destruction Brook Estate" dated September 25,1997 including occerr^cnying data are true and correct to the accurac, required by said Subdivision Regulations and as reu.i-ed by the Rules of the Bristol County (S.D.) Registry of Deeds. In addition, all draina-e systems have been designed so that abutting Grope -ties and ways will not be adversely affected. The presence or failure of any Detent'on o- Filtration Systems as designed will not threaten, life or property." g 98 Dartmouth Planning Board Approved under Subdivision Control Law APPROVED (date): ENDORSED (date): "I hereby by certify that the notice of approval of this plan by the Dartmouth Planning Board was received and recorded at this office, and no appeal was received during the twenty (20) days next after such receipt of recording of said notice." Town Clerk, Dartmouth, MA Date tc3 a Performance Covenant dated: running with the land, to be duly recorded with this plan by or for for the owner of record." "Subject to a Restrictive Covenant dated: running with the land, to be duly recorded with this plan by or for the owner of record." "In preparing this plan entitled "Destruction Brook Estate" and dated September 25, 1997. 1 hereby certify that the above named plan and accompanying data is true and correct to the accuracy required by the current Subdivision Regulations for the Town of Dartmouth, Massachusetts, and as required by the Ruleso!,, � Bristol County (S.D.) Registry of Deeds." +=a` i� 4`32 487 v ROBERT Jr COUTO P.L.S. Date Professional Seal ILIDIO AZINHEIRA P.E.Date rrofe-sional,,Seal Owner: Michael J. Lopes 145 Fisher Road k Westport, MA. r. Applicants: Michael J. Lopes & Diane Latulipp 145 Fisher Road 'R Westport, MA. Surveyor/Engineers: Correia Engineering, Inc. Per Planning Board Profile, Roadway X—Sectionn Notes REVISION: 8 Grinnell Street South Dartmouth, MA. 02748 Overall Layout & Index Plan SHEET of Definitive Subdivision 1 4 R.C.A. Destruction Brook .Estate R.0 Michael J. Lopes FILE# 'A' September 25, 1997 96-0099 BY: Dartmouth, Massachusetts TP #1 SOIL LOG TP #2 0,, ELEV.= 27not1 O g„ 2 4" 42" 65" 72 " 26.9 26.2 24.9 23.4 21.6 120 1 .1 16.9 PERCOLATION RATES: 3min./in. PERCOLATION RATES: 3min./in. MANGANESE STAINS ©36" EL= 24.1 MANGANESE STAINS @34" EL= 24.1 PERCOLATION TEST TAKEN: 07/31 /97 CORREIA'S ENGINEERING INC. SOIL EVALUATOR: RICHARD C. ALVES JR INSPECTOR: SUE GRIFFIN ATTENTION: The work proposed on this plan will be allowed by an Order of Conditions and a Permit issued by the Dartmouth Conservation Commission which includes strict conditions and requirements. No work is to proceed until the contractor has reviewed and agreed to abide by all conditions therein by notation on said plan. Note: The amount of fill needed within Zone A is 5,060 cubic feet. Therefore the total volume of compensatory storage is 5,070 cubic feet. (Ap) SANDY LOAM (B) SANDY LOAM (C1 )COARSE LOAMY SAND (C2)MEDIUM— SAND 7 26.4 9„ 25.1 24" 23.6 42" 21.7 6419 21.1 120" NOTE: Driveway is to be constructed as part of the proposed roadway, the turnaround located in the location of the proposed garage shall be installed as shown. 1. The total area of the Riparian Zone is 89,780 Sq. Ft. 2. The total area of work within the Riparian Zone is 11,792 Sq. Ft. 3. 1 1,792Sq. Ft./89,780 Sq. Ft. =13.1 % is less than 20%. PVI STA = 1+54.15 PVI ELEV = 28.96 50.00' VC DATUM ELEV. 15.00 IL \ ,` c \ / iL 39L 4-46 f� - o •o 50, ro nd 5 j 4 0 `\ BM/TOP OF SPINDLE ELEV. = 43.29 \\ O PO`e #40" 15 0 �\ See Detail"A" o0 o pop�,�40B/14 36 V. �40 WIDTH gar .•- �— ROAD AIL u N g•• •1 i4 BORDERING •'•,� VEG •,; WE • iL LOT# t Z ' 1001286 S.F. . \ 2.30 ACRES (FR.=200.01') T ed °�Se i 'i \ , A ' ZONING REQUIREMENTS: ZONING IS SRB - SINGLE RESIDENCE B MINIMUM LOT FRONTAGE 200.00' MINIMUM TOTAL AREA 80,000 sq. ft. MINIMUM NON —WETLANDS AREA 52,000 sq. ft. MAXIMUM % LOT COVERAGE 50% SETBACK REQUIREMENTS: MINIMUM FRONT YARD 60.00' MINIMUM SIDE YARD 20.00' MINIMUM REAR YARD 20.00' 2+00 1+00 0+00 Horizontal Scale: 1 " = 40' Vertical Scale: 1 " = 4' SCALE Correia s Engineering Inc. 8 Grinnell Street LAND SURVEYING �/' Graphic Scale South Dartmouth, MA. CIVIL ENGINEERING +a 0 so 40 so 02748-2314 SUBDI17SIONS Telephane (508) 996-6052 SITE PLANS _- - Fax (508) 979-5949 AS —BUILT PLANS ( IN FEET ) 1 inch = 40 ft. Joseph E. Correia 111 Pres. & Joseph E. Correia IV VP. o c 00 kistit) 9 #76 i ci I certify that this plan was made in accordance with the, Rules and egulation of the 'egisters " ems. PREPARED BY Dartmouth Planning Board Approved under Subdivision Control Law APPROVED (date): ENDORSED (date): "I hereby by certify that the notice of approval of this plan by the Dartmouth Planning Board was received and recorded at this office, and no appeal wati received during the twenty (20) days next after such 0 receipt of recording of said notice." Town Clerk, Dartmouth, MA Date Subject to a Performance Covenant dated: running with the land, to be duly recorded with this plan by or for for the owner of record." "Subject to a Restrictive Covenant dated: running with the land, to be duly recorded with this plan by or for "I hereby certify that this plan is in for the owner of record." compliance with the Town of Dartmouth wi Zoning By —Low requirements of Sec.19.410" A street and utilities plan of this subdivision showing required improvements is on file with the Dartmouth Planning Board and the Dartmouth p?� Department of Public Works. IDIO M. A,719HFIRA P.E. ate Pro`essio a Seal ■N / "In preparing this plan entitled "Destruction Brook Estate" "I hereby certify that I have read the and doted September 25, 1997. 1 hereby certify that current Subdivision Regulations for the the above named plan and accompanying data is true LEGEND: Town of Dartmouth, Massachusetts, and the Ian entitled "Destruction Brook Estate" and correct to the accuracy required by the current p Subdivision Regulations for the Town of Dartm4 th, dated September 25,1997 including accompanying Massachusetts, and as required by the Ruh 100' BUFFER data are true and correct to the accuracy required Bristol County (S.D.) Registry of Deeds." o��-W — .—........ FLOODZONE BOUNDARY by said Subdivision Regulations and as requred o� ROCERT J��r ---------------------- EXISTING CONTOURS J. by the Rules of the Bristol County (S.D.) couro Registry of Deeds. In addition, all drainage systems #s24a7 o4 — • • — •� • • — EDGE OF BORDERING VEGETATED WETLANDS have been designed so that abutting properties AS FLAGGED BY DARTMOUTH CONSERVATION AGENT and ways will not be adverse) affected. s' ( ) y y , fir_ - - ,.� t. y, � � � �NAt WO DATED: 8/21/95 The presence or failure of any Detention or Filtration ROB RT J.: OUTO .L.S. Date Professional Seal EXISTING STONE WALL Systems as designed will not threaten life r property." Owner: Michael J. Lopes DENOTES CONCRETE BOUND TO BE SET 145 Fisher Road 8 �$ Westport, MA. ILIDIO M INHEIRA P.E. ote Professional Seal Applicants: Michael J. Lopes & Diane Latulippe 145 Fisher Road Westport, MA. Surveyor/Engineers: Correia Engineering, Inc. 8 Grinnell Street South Dartmouth, MA. 02748 Street Utilities Plan SHEET OF Definitive Subdivision, 2 4 �aa 12 29 97 Per Planning Board R.C.A. Destruction Brook Estate ING iric: 11 08 97 Profile Roadway X—Sectionn Notes R.C.A. Michael J. Lopes # / y September 25, 1997 9s 0099 DATE: REVISION: BY: Dartmouth, Massachusetts TYPICAL X—SECTION OF DESTRUCTION LANE N.T.S. NOTES: TWO TREES NEED TO BE PLACED ON EACH SIDE OF ROAD NEAR SLADES CORNER ROAD. ALSO, ANY CONCRETE ABUTMENTS NEED TO PLANT ENGLISH IVY THREE FEET APART ON CENTER AT BASE. PROVIDE GRAVEL/LOAM SHOULDERS BETWEEN THE BRIDGE/CAUSEWAY AND SLADES CORNER ROAD AS SHOWN. PROVIDE A PAVED APRON BETWEEN THE PROPERTY LINE AND SLADES CORNER ROAD. A PAINTED WHITE LINE TO BE PROVIDED TO DEFINE THE CURVE (EDGE) OF SLADES CORNER ROAD AS SHOWN. ZONING REQUIREMENTS: ZONING IS SRB — SINGLE RESIDENCE B MINIMUM LOT FRONTAGE 200.00' MINIMUM TOTAL AREA 80,000 sq. ft. MINIMUM NON --WETLANDS AREA 52,000 sq. ft. MAXIMUM % LOT COVERAGE 50% SETBACK REQUIREMENTS: MINIMUM FRONT YARD 60.00' MINIMUM SIDE YARD 20.00' MINIMUM REAR YARD 20.00' Correia's Engineering Inc. 8 Grinnell Street LAND SURVEYING South Dartmouth, 1fA. CIVIL F,NGINFERINC 02748-2314 SUBDIVISIONS ' > Telephone (508) 996-6052 SITE PLANS Fax (508) 979-5949 AS -BUILT PLANS Joseph E. Correia III Pees. Joseph. E. Correia, IV VP. I' xV x A4R'!4' Ta aS PRO" SlL.TA7M «MTROL HAYBALE & SILTATION CONTROL BARRIER N TS o \ \ \ 0 32 rIAM 4 , o n I \A AA, C� _ d Wets nds•. etote / Bordering' /�+1 o�Y / r"°Ve L� a ' �•� �I(N E plc d on St fisting I,A4 Barn / To be Raze r c Ne i • <\ OZ,. ° 4" P T BF� car Prop dbL ° Gu .Rail P D UNDER OADWAY 41. / / /�� 15.17' • t+ Proposed Stone '� �' � 'vtiIofl (Grading Only) v�. � c m >, C c v E O 0 a O`o E LOT#1 ° 953510 S.F. 2.19 ACRES a (FR. = 200. 0 1 ) o DETAIL"A SHOWING FRONTAGE DIVS. Scale: 1 "=10' SCALE: AS SHO TAN 1 2/29/97 i 1 /08/97 DATE: ` Stree Sign \ \ 36 / A P rb.Ro d � 34 EvergxQn aco i / /o �F �\ houlder i e�Prn'� Pro ose shoulder `� �Proposed ;roe el /Loa / P V Evergreen s oho o 32 d)L_ A \ 30 NOTE: WRAP ENGLISH IVY TREES ( 1" CAL-) N1TH BURLAP OR ASPHALTIC KRINKLE KRAFT TREE VNRAP EVERGREEN - 10. GROUND LINE TO BE AS p. EXISTED AT NURSERY {� a �a Q -1 GUYS OF 10 GAUGE V,?r 120" AROUND TREE O a W-il)i TURNBUCKLE 4' SOIL SAUCER 45* 2.5" 10 CEDAR STAKE 7' EXPOSED - 2 PER TREE 2" MULCH BACKFILL W/3:1 TOPSOIL: PEAT MOSS WATER EACH LAYER UNTIL SETTLED 2'X 2" X 2" STAKE LOOSEN SUBSOIL FLUSH WITH GROUND 12" MIN MIN TWICE BALL DI A. EVERGREEN TURN BACK BURLAP FROM TOP OF BALL STREET TREES OF NUSERY STOCK CONFORMING TO THE STANDARDS OF THE AMERICAN ASSOCATION OF NURSERYMEN, OF A SPECIES APPROVED BY THE BOARD SHALL BE PLANTED. STREET TREES SHALL BE LOCATED OUTSIDE THE RIGHT-OF-WAY AT THE DISCRETION OF THE BOARD WITHIN THE UNPAVED PORTION OF THE RIGHT-OF-WAY APPROXIMATELY AT FORTY FOOT (40') INTERVALS; SHALL BE ST LEAST TWELVE (C) IN HEIGHT: TWO INCHES (2") IN CALIPER MEASURED FOUR FEET (4') ABOVE THE APPROVED GRADE: AND NOT CLOSER THAN FIVE FEET (5') NOR MORE THAN TWENTY FEET (20') FRON SAID RIGHT-OF-WAY LINE. TREE PLANTING DETAILS AIA �RoGLr; r v"• cou () V• b J.. NY - NOT TO SCALE Dartmouth Planning Board Approved under Subdivision Control Law AP,PR0VFD (date): ENDORSED (date): "I hereby by certify that the notice of approval of this plan by the Dartmouth Planning Board was received and recorded at this office, and no appeal was received during the twenty (20) days next after such receipt of recording of said notice." Town Clerk, Dartmouth, MA Date "Subject to a Performance Covenant dated: running with the land, to be duly recorded with this plan by or for for the owner of record." "Subject to a Restrictive Covenant dated: running . with the land, to be duly recorded with this plan by or for the owner of record." Owner: Michael J. Lopes 145 Fisher Road Westport, MA. Applicants: Michael J. Lopes & Diane Latulippe 145 Fisher Road Westport, MA. Surveyor/Engineers: Correia's Engineering, Inc. 8 Grinnell Street South Dartmouth, MA. 02748 Detail plan SHEET OF Definitive Subdivision 3 4 Per Planning Board R.C.A R.C.A. A. Michael J. Lopes Destruction Brook Estate Profile, Roadway X Sectionn Notes September 25, 1997 96-00FILE99 REVISION: BY: Dartmouth, Massachusetts Section C-C C TS 6x6x0.25" (Ty?.) __--- 3 IGly LOAD FOR BRIDGEGENERAL 1. DESIGN IS IN ACCORDA1YCE WITH, AND CONSTRUCTION SHALL ?IS BRIDGE IS SUFFICIENT TO HOLD A 64,000 POUND CONFORM TO REQUIRE -1 OF THE "COMMONWEALTH OF :,-.rI!GLE IN ACCORDANCE NTH CO,�MON4'�"�ALTH OF MASSACHUSETTS STATE BUILDING CODE", SIXTH EDITION. T' ' 1 a 2. INFORMAT10N REGARDING EXISTING CONSTRUCTION AND YASSACHUSETTS HS20-44 HIGHWAY BRIDGE REOUIREMENTS. AND CONDITIONS IS BPS'---D ON FIELD INSPECTION, AND IS •}- 5/8" p(Dame Head Bolt (Tya.) THE BRIDGE SHALL ALSO BE POSTED FOR ITS MAXIMUM WEIGHT INCLUDED TO ASSIST THE CONTRACTOR. THE ENGINEER LN!T OF 44,000 POUNDS. ASSUMES NO RESPONSIP11TY FOR ITS ACCURACY OR 5/8" 01 Lag BoltX COMPLETENESS. {every 4th cross member) �� h 3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN 8x8(Typ.) UNANTICIPATED OR APPARENTLY DANGEROUS CONDITIONS ARE UNCOVERED DURING CONSTRUCTION. ILIDIO M. ' INH I A P.E. iiOF S ION AL SEAL 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND 5/8" jd Dome Head Bolt(Typ,) B CONDITIONS ON THE JOB. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE PORTION OF THE WORK. 5. THE CONTRACTOR SHALL BRACE OR OTHERWISE SUPPORT THE STRUCTURE AS REQUIRED TO MAINTAIN STRUCTURAL A A INTEGRITY AT ALL TIMES. FOUNDATIONS W14x30-L= 21'-8"' (A36) Typ. 1. FOUNDATIONS HAVE BEEN DESIGNED BASED UPON A 1" PRESUMPTIVE BEARING CAPACITY OF 2 KSF, THE M!n.(Typ.) CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY - IF UNSUITABLE BEARING MATERIALS EXIST. 2. UNSUITABLE BEARING MATERIALS, SUCH AS MISCELLANEOUS 3' 3' 3 3' FILL AND ORGANIC SOILS MAY EXIST IN AREAS OF NEW C 6x8.2-13'-10" FOUNDATIONS. EXISTING UNSUITABLE MATERIALS SHALL BE Tyr,. (A36) Typ. EXCAVATED AND SHALL BE FOLLOWED BY PLACEMENT OF Typ. 3 16 3" for end beams) COMPACTED GRAVEL FILL AS SPECIFIED. 16" 5•' 3. WHERE ROCK IS ENCOUti'TEREp, IT SHALL BE EXCAVATED Bridge X -Section To 1'-0" BELOW BOTTC'aS OF FOOTINGS AND SLABS AND REPLACED WITH A V-0-LAYER OF COMPACTED CRUSHED STONE. 4. NO FOUNDATION CONCRETE SHALL BE PLACED IN WATER OR ON FROZEN SOIL. 5. BACKFILL UNDER ANY PORTION OF THE STRUCTURE SHALL BE COMPACTED IN 6" LIFTS. 6. BACKFILL SHALL BE PLACED AND COMPACTED SIMULTANEOUSLY ON BOTH SIDES OF FC_NDATION WALLS V,"EREVER POSSIBLE IN 6" LIFTS. 7. COMPACT SOIL TO 98% 0-- MAX. DRY DENSITY UNDER FOOTINGS AND TO 95% OF MAX. DRY DENSITY BENEATH SLABS. 8. CONTRACTOR SHALL MA" STAIN CONTINUOUS CONTROL OF _"____= SURFACE AND SUBSURFACE WATER DURING CONSTRUCTION SO THAT WORK IS DONE U'+DER DRY CONDITIONS ON UNDISTURBED SUBGRADE MATERIAL 07 COMPACTED FILL, AS APPLICABLE. STRUCTURAL LUMBER: 1. ALL DIMENSION LUMBER SHALL BE SOUTHERN PINE. MAXIMUM 195 MOISTURE CONTENT WITH THE FOLLC'rNG MINIMUM GRADES AND PROPERTIES. o. POST AND BEAMS (DENSE SELECT STRUCTURAL) Fc = 1,650 PSI (SINGLE MEMBER USE) `-- E = 1,600 PSI 1 b. PLANKS (NO. ) T Fb = 1,650 PSI (SINGLE MEMBER USE) E = 1,600 PSI 2. ALL BOLTED CONNECTIONS THROUGH LUMBER SHALL BE MADE WITH A307 OR BETTER GRADE BOLTS OR LAG SCREWS. AS INDICATED. 3. ALL FASTENERS, HANGERS AND CONNECTORS SHALL BE HOTDIPPED GALVANIZED. 4. REFER TO DETAILS AND PLANS FOR SIZE AND LOCATION OF LUMBER. 5. ALL LUMBER SHALL BE F=ESSURE TREATED TO A MINIMUM CONCENTRATION Section E-E End Guard Rail Post (Typ. 3/4"x8'x12" Plate (A36) Typ. FE OF 0.4# CCA 112' 0 Anc (Typ-) CONCRETE: 1. CONCRETE WORK SHALL CCN"ORM TO LATEST EDITIONS OF "BUILDING CODE REQU!REMENTS FOR REINFORCED CONCRETE"(ACI 318). 2. CONCRETE SHALL BE P=OPORTON, MIXED AND PLACED UNDER THE SUPERVIS10'+ OF THE APPROVED TESTING AGENCY. --- - 3. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4,000 PS'. 4. CONCRETE MATERIALS --- o. CEMENT: ASTM C150 TYPE I or II b. AGGREGATE: ASTM C33, MAX SIZE OF COARSE AGGREGATE 1 1/2" c. WATER: POTABLE(WAT--R-CEMENT RATIO SHALL NOT EXCEED 0.50 BY WEIGHT) d. WATER REDUCING AND PLASTICISING ADMIXTURES: ASTM C494, TYPE A AND SHALL CONTAIN NO C14LORIDE COMPOUND. e. AIR ENTRAINING AGENT. ASTM C260 3-6% f. SLUMP: 2"-4" Section B-B BASIC MIX PROPORTIONS SHALL BE ESTABLISHED BY CONTRACTOR BY MEANS OF PRIOR LABORATORY TESTS MADE WITH THE CONSTITUENTS TO BE USED IN THE WORK. (Partial Plan View) 5. CONCRETE SHALL Br CURED FOR A MINIMUM OF SEVEN DAYS BEFORE ANY LOADS ARE APPLIED THERETO. 6. ALL CONCRETE SHA! L BE PLACED IN THE DRY. 7. CONCRETE SHALL BI PLACED WITHOUT HORIZONTAL CONSTRUCTION JOINTS EXCEPT WHE RE SHOWN OR NOTED. 8. PROTECT CONCRETE WORK AGAINST INJURY FROM HEAT, COLD AND DEFACEMENT OF At;Y NATURE DURING CONSTRUCTION. 9. THROUGH -WALL TIES SHALL BE SNAP TIES. TIE HOLES ON BOTH FACES OF WALL SHALL BE PLUGGED WITH NON -SHRINK EPDXY GROUT. 10. ALL ANCHOR BOLTS TO EE INSTALLED BY GENERAL CONTRACTOR, AND SHALL BE HOT DIPPED GALVANIZED. EPDXY GROUT. I n' IL 3' MIN. I t 40' C o rr e ia's Engine ering Inc. 8 Grinnell Street LAND SURVEYING d r South Dartmouth, MA. CIVIL ENGINEERING 02748-2314 SUBDIVISIONS Telephone 996-6052 SITE PLANS Fax (508) 979-5949 AS -BUILT PLANS Joseph E. Correia III Pros. Joseph. E. Correia, IV VP. GUARD RAIL L 8" X 8' PT POST 23'-2" EL=36.9 GUARD RAIL _ / - - - f NISI GR U N _ -- \ sENISH IV VGLISH IVY.. EXIST ", GROL' c� EXPECTED FLOOD ELEV = 30- ,mow ,M- m. � if /� 4' M I N . m d IN. AVE. FLOW LINE EL=27.0t s , DESTRUCTION EL= 24.30 BROOK t EL=25.67 BOTTOM OF BROOK EL=25.0f 7't 7'f 6't 20' Bridge Profile 1 of = 4' 8" X 8" ' MIN. ROS.- Z' C�;UTO I p� j,�332:22 Revision: 12/29/97 Per Plc,)ning Board 11 /08/97 Profile, Roadvrcy X-Sectionn Notes Section F-F 2" -'I '- 15/16" 0 Slotted Hole Section G-G 8" 12" D 200 D ° 7/8" Anchor Solt (Typ.) 3" ° n _ ° 12" m 4 0 4 m ° 3,000 PSI °' n ° b - ° e ° #5'8 0 12" (T)p.) 12" • • 4 • 2'-6" 5's (Typ.) Ea.. Way Abutment X-Section q q 4" 10" 1" T 10" 4" IT or Bolts � 7/8" C` °^chor --,Its Tvp.)_ �M @1 �//Iz /z 1 3/8'-N V-3" i l 3/8' (Typ.) i 3 3' ! S 3' V-3" 1 0 E Dartmouth Planning Board Approved under Subdivision Control Law APPROVED (date): ENDORSED (date): "I hereby by certify that the notice of approval of this plan by the Dartmouth Planning Board was received and recorded at this office, and no appeal was received during the twenty (20) days next after such receipt of recording of said notice." Town Clerk, Dartmouth, MA Date Applicants: Michael J. Lopes & Diane Latulippl 145 Fisher Road Westport, MA. Owner: N"chael J. Lopes Surveyor/Engineers: Correia's Engineering, Inc. 145 Fisher Road 8 Grinnell Street '.','estport, MA. South Dartmouth, MA.- 02748 SCALE: Bridge Detail Plan SHEET OF Definitive Subdivision 4 4 3/4 � > Destruction Brook Estate = Michael J. Lopes FILE# R.C.A. September 25, 1997 96-0099 R.C.A. Dartmouth, Massachusetts REINFORCING STEEL: 1. REINFORCING STEEL SHALL BE GRADED 60 N_%': BILLET STEEL CONFORMING TO ASTM A615. 2. DETAILING, FABRICATION AND ERECTION OF REI";c-ORC_MENT SHALL CONFORM TO LATEST EDITIONS OF "E"J'LDIN- CODE REQUIRMENTS FOR REINFORCED CONCRETE" (ACI 3•8) AND "MANUEL OF STANDARD PRACTICE FOR DETA'LING PEINFORCED CONCRETE STRUCTURES" (ACI 315). 3. MINIMUM LAP OF REINFORCING BARS SHALL BE 40 C'A'.4ETERS, UNLESS SHOWN OTIIERWti"SE. 4. MINIMUM COVER OF CONCRETE SHALL BE 3" AT BOTTOM OF FOOTINGS AND 2" FOR OTHER REINFORCEMENT. REI!rG'CRCEN_NT SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS. 5. INSTALLATION OF REINFORCEMENT SHALL BE CO'APLETED AT LEAST 24 HOURS PRIOR TO SCHEDULED CONCRETE PLACEMENT. UNLESS OTHERWSE APPROVED BY ENGINEER. 6. WHERE CONTINUOUS REINFORCEMENT IS CALLED FOR IT SHALL BE EXTENDED CONTINUOUS AROUND CORNERS AND LAPPED AT NECESSARY SPLICES OR HOOKED AT USCON'T'NUOUS ENDS. LAPS SHALL NOT BE CLASS B TENSION LAP SPLICES UNLESS NOTED OTHERWISE. 7. WHERE REINFORCEMENT IS REQUIRED IN SECTION, F:iN7ORCEMENT IS CONSIDERED TYPICAL WHEREVER THE S= CT'ON APaLIES. 8. DOWELS SHALL MATCH BAR SIZE AND NUI.tGER, UNLESS NOTED OTHERWISE. 9. REINFORCEMENT SHALL NOT BE TACK W:LDED OR F-EtTED FOR ANY REASON. STRUCTURAL STEEL: 1. ALL WELDS USING E70XX ELECTRODES. 2. ALL STRUCTURAL STEEL SHALL BE IN ACCC::�DANCE WTH ASTM A36. 3. ALL STRUCTURAL STEEL SHALL BE PAINTED WITH C'�E COAT OF METAL PRIMER AND ONE COAT OF PAINT AS A MIN")UM.