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Notice of Intent0 �� o� �to �n 0 a, m a E a 1= 0 0 E Y SUBJECT TO A PERFORMANCE COVENANT DATED: RUNNING WITH THE LAND, TO BE DULY ?ECORDED WITH THIS PLAN BY OR FOR THE OWNER OF RECORD. "ENDORSEMENT SHALL NOT BE CONSTRUED AS AN APPROVAL OR ENDORSEMENT OF ZONING REQUIREMENTS." DARTMOUTH PLANNING BOARD a z APPROVED UNDER THE SUBDIVISION CONTROL LAW t �a APPROVED: I cm a 0 ENDORSED: � M o r � o N O N a M o � o �. Q v ci 0 0 a a 1 ASSESSORS NOTE. - THE NAMES AND ADDRESSES SHOWN HEREON I�U?E OBTAINED FROM THE LOCAL ASSESSORS DEPARTMENT CURRENT TAX LIST AND DOES NOT GUARANTEE OR CERTIFY TO THE TITLE OF EITHER THE LOCUS OR ABUTTING PROPERTIES. MASS. GENERAL LAW 36 SEC11ON 13A I CERTIFY THAT THIS PLAN CONFORMS WITH THE RULES AND REGULATION'S OF THE REGISTERS OF DEEDS. THIS SURVEY AND PLAN WERE PREPARED IN ACCORDKNCE WITH THE PROCEDURAL AND TECHNICAL STANDARDS FOR THE PRACTICE OF LAND SURVEY`1� Y' THIN THE COMMONWEALTH OF MASSACHUSETTS. DATE REGISJERED PROFESSI94AL LAND SUP.VcYOR '� VFll LD�r LOCUS REAP (NOT TO SCALE) 1, CLERK Or THE TOWN OF DAR1)-l(YJTH, HEREBY CERTIFY THAT THE NO110E OF APPROVAL OF TH'S PLAN BY THE DARTMOUTH PLA.NNI.NG BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE, AND NO NOTICE OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE_ DATE TOWN CLERK IN PREPARING THE PLAN ENTITLED "ROADWAY — A, DEFINITIVE SUBDIVISION PLAN OF LAND IN DARTMOUTH, MASSACHUSETTS" AND DATED JUNE 26, 2002, I HEREBY CERTIFY THAT THE ABOVE NAMED PLAN AND ACCOMPANYING DATA IS TRUE AND CORRECT TO THE ACCURACY REQUIRED BY THE CURRENT SUBDIVISION REGULATIT6 FOR THE TO`YN OF DARTMOUTH, MASSACHUSETTS, AND AS P.EQUIRED BY THE RULES OF THE BRISTOL COUNTY (S.D.) REGSTRY OF DEEDS. a10`JAL REGISTERED LAND SURVEYOR ATE CF p^ RI CHARD A. MUNROE No. 30754 Acrstv°/ IL A FOR REGISTRY USE ONLY RECORD OWNER: GREATER NEW BEDFORD INDUSTRIAL FOUNDATION 227 UNION STREET, RM-607 NEW BEDFORD, MA. 02740 APPLICANT: TOWN OF DARTMOUTH (BOARD OF SELECTMEN TOWN HALL I400 SLOCUM ROAD DARTMOUTH, MA. 02714 'PLAN SET CONTENTS:, �I COVER SHEET................................1 OF 8 , PLAN SHEET INDEX ..................... 2 OF-8,,. LOTTING PLANS ................... 3 & 4 OF 8^ GRADING PLAN ........................... 5 OF 4 PLAN AND PROFILE ..................... 6 OF 8 CONSTRUCTION DETAILS ...... 7 & 8 OF 8 DEC U 3 2002 I HEREBY, CERTIFY THAT I HAVE READ THE CURRENT SUBDIVISION REGULATIONS FOR THE TOWN OF DARTMOUTH, MASSACHIUSETTS AND THE PLAN ENTITLED "JOHN VERTENTE BLVD. EX T, DEFINITIVE SUBDIVISION PLAN OF LAND IN DARTMOUTH, MASSACHUSETTS" AND DATED JUNE 26, 2002 INCLUDING; ACCOMPANYING DATA ARE TRUE AND CORRECT TO ACCURACY REQUIRED BY SAID SUBDIVISION REGULATIONS AND AS REQUIRED BY THE RULES OF THE BRISTOL COUNTY (S.D.) REGISTRY, OF DEEDS. IN ADDITION, ALL DRAINAGE SYSTEMS HAVE BEEN DESIGNED SO THAT ABUTTING PROPERTIES AND WAYS WILL NOT BE AVERSELY AFFECTED. THE PRESENCE OR FAILURE OF ANY DETENTION OR FILTRATION SYSTEMS AS DESIGNED WILL NOT THREATENI LIFE OR PROPERTY. �d d2� Pf<u7st'OW REGIS ERED NGINEER DATE GEORGE E. BLOCK, JR. o. 33439- tibbEtts EnginEEring c�:orp 716 COUNTY STREET TAUNTON, MA 62780 tel. (508) 822-6934 - fax (50) 880E 7811 EMAIL: civil @ Vbbetts"ireerin'l.00m civil engineeriing land survey,n transportatiI g on environmental permifti ng testing & construction servic°es. i �A Q7-31{2 SEWER PUMP STATION JM Rev. Dat- Desaipllan By RICHARD, A. MUNROE No. 30754 i Project Location Roadway „N' Dartmouth, Ma. (edstol County) Prepared For Town of Dartmouth Drawing Title b COPYRIGHT O 2'01 TIBBETTS ENGINEERING COFI P NO PART OF THIS DRAWING MAY BE REPRODUCED, TRANSMITTED, 05 STORED BY ANY MEANS, WHA'-- SOEVER, WITHOU THE EXPRESSED WRITTEN CONSENT OF TV-ETTS ENGINEERING CORP. WITH THE EXCEP11ON `PF ANY REGULATORY AUTHORITY' WHICH MAY REPRODUCE IT IN CONJUNCTION WITH l THE PERFORMAN l OF OFFICIAL BUSINESS UNDER ITS JURISDICTION. - Drown by: J D D D`g" w- JDD�RJR Drawing Number Reviewer! by: RJR/GEB Approved by: GEB/RAM O Project No: 1os.r; 2.o40 Date: 07--45-2002 o E 0 0 a FL FOR REGISTRY USE ONLY / 0 `A C� ka- sEE�— DETAIL 'A' N /F GREATEP `: EVE BEDFORD INDUSTRIAL FG:JNDATION r.�ftmw.4.22Z UNION STPEET, RM 607 A. ' , AR��� ��rs '��� ' � `'3 (ip ` o �AYDCi �`� T zs r. 10 r., r`� r`r9r`re F�C0jo 0 N/F gNpRo� C ope / s _ �4 9R; a 2�5 s>� ' DETAIL V NU Its: 1. FIELD SURVEY WAS PERFORMED BETWEEN MARCH AND APRIL OF 2002. 2. OWNERS AND ABUTTERS INFORMATION WAS OBTAINED FROM THE TOWN OF DARTMOUTH, TOWN OF FREETOWN AND CITY OF NEW BEDFORD TAX ASSESSORS RECORDS IN FEBRUARY OF 2002. 3. WETLAND * DELINEATION PERFORMED BY SABATIA INC. OF POCASSET, MASSACHUSETTS IN MARCH OF 1998. 4. WETLAND FLAG LOCATIONS SHOWN ARE THE RESULT OF A SURVEY PERFORMED BY N. DOUGLAS SCHNEIDER & ASSOCIATES IN MARCH OF 1998. 5. THE APPROXIMATE EDGE OF WETLANDS SHOWN ON THIS PLAN IS BASED ON A PLAN ENTITLED "WETLAND DELINEATION PLAN OF LAND IN DARTMOUTH, MASSACHUSETTS SURVEYED FOR GREATER NEW BEDFORD INDUSTRIAL FOUNDATION" DATED FEBRUARY 29, 1996 AND PREPARED BY TIBBETTS ENGINEERING CORP. I, CLERK OF THE TOWN OF DARTMOUTH, HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY THE DARTMOUTH PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE, AND NO NOTICE OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. DATE TOVtNi CLERK Graphic Scale 1 inch = 120 feet 0 120 240 360 N /F G.E.C. DURHAM INDUSTRIES, INC. 255 SAMUEL BARNETT BLVD. NORTH DARTMOUTH, MA. 02747 ,PLAN SET CONTENTS: COVER SHEET................................1 OF 8 PLAN SHEET INDEX ..................... 2 OF S LOTTING PLANS ................... 3 & 4 OF 8 GRADING PLAN ........................... 5 OF 8 PLAN AND PROFILE ..................... 6 OF 8 CONSTRUCTION DETAILS ...... 7 & 8 OF 8 qhN/F GREATER NEW BEDFORD INDUSTRIAL FOUNDATION 227 UNION STREET, ROOM 607 NEW BEDFORD, MA. 02740 DEED 1670 / PAGE 938 ASSESSORS NOTE: THE NAMES AND ADDRESSES SHOWN HEREON WE'RE OBTAINED FROM THE LOCAL ASSESSORS DEPARTMENT CURRENT TAX LIST AND DOES NOT GUARANTEE OR CERTIFY TO THE_ TITLE OF EITHER THE LOCUS OR ABUTTING PROPERTIES. MASS. GENERAL. LAW 36 ' SECTION 13A I CERTIFY THAT THIS PLAN CONFORMS WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS. THIS SURVEY AND PLAN WERE PREPARED IN ACCORD�WE WITH THE PROCEDURAL AND TECHNICAL STANDARDS FOR THE PRACTICE OF LAAND SURVEYING WITHIN THE COMMONWEALTH OF. MASSACHUSETTS. 01. A PROFESSIONAL LAND SURVEYOR 11 l SUBJECT TO A PERFORMANCE COVENANT DATED: RUNNING WITH THE LAND, TO BE DULY RECORDED WITH THIS PLAN BY OR FOR THE OWNER OF RECORD. "ENDORSEMENT SHALL NOT BE CONSTRUED AS AN APPROVAL OR ENDORSEMENT OF ZONING REQUIREMENTS." tibbdts EngmEring corp 716 COUNTY STREET TAUNTOI�J, MA 02780 tel. (508) 822-6934 - fax (54'8) 880-7811 EMAIL: civil @ tibbettseng`rimm g.m it en irleerin civil g � g land surveying transpci nation environmental per�rniiting testing & construction so 3rvlces I FLAN BOOK 97 AND PAGE ZO PLAN REFERENCED. PLAN BK 97 PAGE 20 PLAN BK 100 PAGE 53 PLAN BK 100 PAGE 102 PLAN BK 109 PAGE 89 PLAN BK 109 PAGE 15S PLAN BK 120 PAGE 93' PLAN BK 140 PAGE 99� PLAN BK 148 PAGE 66 L.C. PLAN 35891 A L.C. PLAN 20571 C . LEGEND a SB STONE BOUND DH DRILL HOLE a CONCRETE BOUND TO.BE SET AC ACRES Sr SQUARE FEET NSF NOW OR FORMERLY 1 - 43 WETLAND FLAG W/N JMBER /-- ASSESSORS MAP N MBER A V ASSESSORS LOT NUIABER I DARTMOUTH PLANNING I BOARD APPROVED UNDER THE SUBDIVISION CONTROL LAW APPROVED: ENDORSED: A7-31-02 SEWER PUMP STPITION JM Rev: Date Description ' BY PM Locatlon Roadway V Dartmouth, Ma. Bristol Countl prepared For Town of DartmOuth Drawing Title s� 0". ter; a .s COPYRIGHT © 2001 TIBBETTS ENGNEERING CORP NO PART OF THIS DRAWING MAY Bf = REPRODUCED, TR,&NSMITTED, OR STORED BY ANY MEANS, WHAT--- SOr,VER, WITHOUT THE EXPRESSED[WRITTEN COtiSENT OF TIBBETTS ENGINEERING CORP. WITH .THC EXCEPTION OF ANY REGULATdRY AUTHORITY WH� H MAY REPRODUCE 0N,11UNCTION NTH 6l�S NESS UNDER THL PERFORMANCE 0F OFFIG AL ITS JURISDICTION. Din by. JDD �''gn by: JDD/RJR Drawing Number br- RJR/GEB "Oved by- GEB/RAM Prr� ko: I of 10952.040 �`'�' 07--05-2002 v N/F GREATUR NEW BEDFORD INDUSTRIAL FOUNIDATiO 27 UNION STREET, RM 6 VIEW BEDFORD, ORD, MA. 02774 AND COURT PLATS 358 411 T..Ao .� ca /04 o�- O 1"66 .c s �2 G SEE DETAIL 'C' "N 6.29'27"E 31.0 4' T �T DSO . 7_�149 . T 48 1,40 I, 3g � Il30 7�?B S� �l . 2j86 1�?g 7�2S (700.9 OUTS TAAF 84 LOT -T3 _U _Vk_ ;u LANDING 0 "'EMAIN 0 X 'c AREA 36, vr7e% Ac,, ni a rn -n �rn � - r Z � 50 N60p0. Iry n\ Co / ry � � �15 � 1� T,13 ',jo � r4 hg ills - 1�?j 8-10.20 8 2 40,01 CA Y4pDF/F ��� �R� �� 8 07,4 NC r. I, CLERK OF THE TOWN OF DARTMOUTH, H�RrBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY THE DARTMOUTH PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE, AND NO NOTICE OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. Graphic S a!40 1 inch = 80 file' 80 160 240 Ait T 0V►'N LE CRK 1 ASSESSORS NOTE: THE NAMES AND ADDRESSES SHOWN HEREON WERE OBTAINED FROM M THE LOCAL ASSESSORS DEPARTMEN- .T CURRENT TAX LIST AND DOES NOT GUARANTEE OR CERTIFY T O THE TITLE OF EITHER THE LOCUS OR ABUTTING PROPERTIES. MASS. GENERAL LAW 36 SECT'ON 13A I CERTIFY THAT THIS PLAN CONFORMS WITH THI` RULES AND REGULATIONS OF THE REGISTERS OF DEEDS. WERE PREPARED IN A �CORDANCE WITH THE PROCEDURAL THIS SURVEY AND PLAN AND TECHNICAL STANDAR DS FOR THE PRACTICE OF LAND SURVEYING WITHIN THE COMMONWEALTH OF MASSACHUSETTS. r f� 00?� PROFESSIONAL LAND SURVEYOR ED 9) 40 n SWIS N /F ATER NEW BEDFORD STRIAL FOUNDATION EON STREET, ROOM 607 BEDFORD, MA. 02740 COURT PLAN 20571 C DETAIL 'C SUBJECT TO A PERFORMANCE COVENANT DATED: RUNNING WITH THE LAND, TO BE DULY RECORDED WITH THIS PLAN BY OR FOR THE OWNER OF RECORD. "ENDORSEMENT SHALL NOT BE CONSTRUED AS AN APPROVAL OR ENDORSEMENT OF ZONING REQUIREMENTS." DARTMOUTH PLANNING tibbEttS Engin&ping core i COUNTY STREET TAUMI QN, MA 02780 tel. (508) 822-6934 - fax (508)884-7811 EMAIL: avll a� fibbetts��igine�ing.c�n civil en �fneerin land s, irveying transportation -environmental pm.rm tting testing & construction services i ERRING SYSTEM BASE[) UPON PLAN BOOK 97 AND PAGE 20 .I PLAN REFERENCEiS PLAN BK 97 PAGE 26 PLAN BK 100 PAGE ' 53 PLAN BK 100 PAGE 105 PLAN BK 109 -PAGE 89 PLAN BK 109 PAGE 1 f�i9. PLAN BK 120 PAGE 9'3 PLAN BK 140 PAGE 9,9 PLAN BK 148 PAGE 66 L.C. PLAN 35891 A L.C. PLAN 20571 C LEGEND [a S? STONE BOUND D:I DRILL HOLE .I CONCRETE BOUND-0 BE SET c A� ACRES SQUARE FEET �/F NOW OR FORMERLY qF. #3 WETLAND FLAG W/I4UMBER. f-- ASSESSORS MAP UMBER 739 539A ASSESSORS LOT N JMBER N WETLAND-. RESOURCE AREA STONE WALL 1 7-31-0=SEWVVER �►TATIONL13y Rev.Date Desaipti+m O RICHARD A. MUNROE. No. 30754 Projecf Location Roadway DartMOU-thil. . (Bristol Co u nty) Prepared For Town of Dar VnOuth Drawing We APPROVED UNDER THE SUBDIVISION CONTROL LAW COPYRIGHT Q 2001 TIBBETTS ENGINEERING CORP APPROVED: NO PART OF THIS DRAWING, MAY BE REPRODUCED, TRANSMITTED, OR STORED BY J ANY MEANS, WHAT�- SOEVER, WITHOUT THE S ENDORSED: EXPRE`.iED WRITTEN WITH CONSENT 'OF TIBBETTS ENGINEERING CORP.R THE- EXCEPTION OF ANY REGLI LATORY AUTHORITY WITH WHICH MAY REPRODUCE IT IN CONJUNCTION THE PERFORMANCE OF OFFICIAL BUSINESS UNDER ITS JURISDICTION. Drown by: J D D 'gn by: JDD/RJR Drawing Number Reviewed by RJR/GEB Appmved by; GEB/RAM 45. 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NUMBER 0F PARKING SPACES 401200 S.F. = 45 oI A A►TiA1r cruF'nl 11 F NOTE: THE LANDSCAPED ISLANDS ON THE WEST SIDE OF THE PARKING LOT SHALL EACH HAVE 10 (cGJ) SEAGREEN JUNIPER AND THE LANDSCAPED JUNIPER AND ISLANDS NS�SIDE PARKING LOT SHALL EACH HAVE 5 (JS) SARGENT (BT) DWARF JAPANESE CRIM:.ON PYGMY BARBERRY. HEAVY DUTY PAVEMENT (SEE DETAIL SHEET 5) 0 0 a EXISTING "FLEX I" BUILDING 0 1 i ' 1 1 i � I 1 l 1 0 --484.W TO SAMUEL BARNET BLVD. R4 DETENTION BASIN N w IJ /1- . PROP. GUARDRAIL ON TOP OF RETAINING WALL AND IN OTHER LOCATIONS AS SHOWN PROP. GUARDRAIL ---------------------------------------------------------------------------------------------------------------------------------------- END OF PROP. PAVEMENT :. _ .. FILE: WLW/7020103 SITE PLAN 1 DRAWING TITLE SCALE; SITE LAYOUT AND LANDSCAPING PLAN 1" = 30' OF CLIENT SBB REALTY LLC DATE: DATE: 12/13/02 9 ROCRRTS y� 5 DOVER STREET, NEW BEDFORD, MA 02740 DRAWN BY: G) NoCI L y PROJECT _ L PROPOSED MULTI TENANT INDUSTRIAL BUILDING LDI N G RMF/WLW DESIGNED BY: .o�O'9F� ISTEQ`�4 Fs SAMUEL BARNET BOULEVARD, DARTMOUTH, MASSACHUSETIS RMF a' • C/V7L ENGINEERING P.O. BOX 1088 CHECKED BY: SHEET NO. 2 • LAND SUPVEY/NG � 350 BEDFORO Sr � LAKEVILLE, MA 027' RJR APPROVED BY: 1 PROJECT 1� 0. • EN�/RONMENTAL APP. PRIME ENGINEERING I N EERI N TEL: 508.947, 005? FAX.• 508.947.20C•� RJR 17020103 REV. OATS DESCRIPTION BY ASSESSMENT FOREBAY 6' WIDE LOAM AND SEE 3 BERM TOP OF DIKE ELEV BASIN SLOPES 1� CRUSHED STONE . D SPILLWAY ELEVATION FILTRATION BERM CONCRETE HEADWALL OR FLARED END i.LAM (3/4►► TO 1 1/2" ``' SLOPE OFD DETENTION BASIN "WASHED STONE) 6" IN FLO o , 22 4RIPRAP (400-500 POUND ROCK) ° • D °oo0. o INLET (FOR INVERT 3 3 SEE PLAN) EXISTI 1� ° ' 12" COMPACTED CRUSHED STONE 1 f GROUN BEDDING MATERIAL \PLACED STONE N FABRIC TO BE 160N MIRAMAT BY0' UNDER INLET MIRAFI OR APPROVED EQUAL, FOREBAY DETAIL NOT TO SCALE -4" DEEP CATCH BASIN FRAME AND GRATE TO BE E.J. LeBARON NO. LK 110 FRAME TO BE SET IN FULL BED OF MORTAR DIRECTLY ON TOP OF CONCRETE SLAB 3" DIA° . ;..:. ��� 8" REINFORCED CONCRETE TOP SLAB (H20 LOADING) «: OUTSIDE OF PIPE+ 2 CLEARANCE 8" MIN, V' MASSACHUSETTS DEPARTMENT OF c�`'� PUBLIC WORKS CATCH BASIN HOOD MORTAR ALL JOINTS 0. ''!; • •' 8" MIN. 48 1 "+ DIAMETER �. CLASS "A" OR "D" CEMENTCONCRETE N �PRECAST SECTIONAL COMPACTED BACKFILL OR UNDISTURBED SECTION A -A NOTES: EARTH 1, MAf►SACHUSETTS STANDARD CATCH BASIN HOOD SHALL BE INSTALLED ON OUTLET PIPE, TYPICAL FLAT TOP CATCH BASIN NOT TO SCALE TOP OF FENCE IN BASIN VINYL COATEt (BLACK) 1 "xl" WIRE M1=SH "X2" LOCUST POST 2' O.C. ATTACH FENCE Ti POSTS WITH WIRE TIES EACH POST) DEBRIS FI (SEE GRADING AN =NCE AT DETENTION BASIN D DRAINAGE PLAN FOR LOCA110 NOT TO SCALE RlPRAP___ SLOPE AT r� TOP OF DIKI 1, THE BOTTOM OF BASIN 1 & 2 WILL RECEIVE 6 INCHES 0= LOAM AND AND SHALL BE SEEDED WITH NEE WETLAND SEED MIX, 2. ALL BASIN SIDE SLOPES WILL BE LOAMED AND SEEDED. --Vt EP HOLE / PIPE OUTLET TOP FACE OF BASIN CATCH BASIN PLAN VIEW Is1 CATCH BASIN FRAME AND GRATE TO BE E.J. LeBARON NO. LK 110 OR APPROVED EQUAL ,,---•FRAME TO BE SET IN FULL '� BED OF MORTAR BRICKS MAY BE USED FOR GRADE ��� '•• a ADJUSTMENT, 2 ' 5"MIN, ZO o ., DIAMETER �_ v ':' 8" MIN. '' �` 48" + S' DIAMETER ' , V z N O :h OUTSIDE OF PIPE + 2 CLEARANCE w V) -- CL o �rr ' • a •'' ?'' MIN. 0.12 SQ. IN. STEEL PER VERTICAL 0 " •� FOOT, PLACED ACCORDING TO AASHTO 'r DESIGNATION M199 V) of MASSACHUSETTS DEPARTMENT OF W y;':; PUBLIC WORKS CATCH BASIN HOOD i as , a e ••----- COMPACTED BACKFILL OR UNDISTURBED �• .�°e _—�°-.. ° EARTH SECTION A -A NOTES; 1. BRICKS MAY BE USED BETWEEN 70P COURSE AND FRAME FOR GRADE ADJUSTMENT. N \ FRAME SHALL BE SET IN FULL BED OF MORTAR. J 2. MASSACHUSETTS STANDARD CATCH BASIN HOOD SHALL BE INSTALLED ON OUTLET PIPE AS REQUIRED, CONCRETE BLOCK CATCH BASIN CROSS SECTION D PROFILE OF SPILLWAY NOTTO SCALE ORIFICE HOLE GRATE SHALL BE FASTENED TO SHROUD ' WITH BOLTS AND NOT WELDED TO ALLOW EASY REMOVAL AND REPLACEMENT 1 /4" STAINLESS STEEL SHROUD OPEN AT BOTTOM AND GRATED ON TOP .1 DATE r PROPOSED BUILDING OWN SPOUT RIM-115.20 12" HDPE ON NORTH SIDE OF BLDG. 12" DUCTILE IRON ON SOUTH SIDE OF BLDG. 4" TOPSOIL Al PVC VENT S r-- E'WIDE AT BASE NOT TO SCALE PROPOSED GRADE INVERT IN=112,20' o FILTER FABRC 12" HDPE OVER FLOW ON NORTH SIDE OF BLDG. ONLY z 72" 3/4 to 1 1 /} IN CRUSHED STONE INV-112.50 :� a o •."" b e. a :°d • e INV TO INFILTRATOR=112.00 CULTEC, INC,, MODEL: RECHARGER 180 BOTTOM EL=110,50 INFILTRATION ?,HAMBER INFILTRATION SYSTEM (EACH INFILTRATOR SYSTEM SHALL BE 6' WIDE BY 66' LONG) OUTLET PIPE (SIZE PER DESIGN PLAN) OUTLET CULVERT 24"Lx24"W0/8"THICK STAINLESS STEEL PLATE WITH ORIFICE HOLE AS PER DESIGN PLAN INSTAI-L GW-2 SERIES, ITEM GW-75A-2 (OR APPROVED EQUAL) BY MCNICHOLS STAINLESS STEEL GRATE ON TOP J)F SHR&D (TO BE BOLTED AND NOT WELDED) 1 /1" STAINLESS STEEL SHROUD OPEN ,---'AT BOTTOM AND GRATED ON TOP (SP,;OWN AS TRANSPARENT IN T1!)S DRAWING FOR CLARITY 0; DETAIL) "', 1 /4"DIA. STAINLESS STEEL It -AG BOLT & WASHEr' (TYP) ORIFICE HOLE AND PIPE INVERT TO BE SET AS INDICATED ON SITE PLAN ORIFICE PLATE 1/4" STAINLESS STEEL SHROUD OPEN AT BOTTOM AND GRATED ON TOP 0 NORMAL WATER LEVEL ORIFICE HOLE v I HEADWALL PLAW VIEW DESCRIPTION 15" HDPE � MICRO POOL / ^-ORIFICE PLATE / BOTTOM IS OPCN 1/4" STAINLESS STEEL SHROUD OPEN AT TOP AND BOTTOM SIDE �10 EADWALL WITH ORIFICE PLATE NOT TO SCALE FLEX 11 FILE: WLW/7020103! SITE PLAN 1 DRAWING TITLE SCALE: ! Za3-OZ DETAIL "A" all OF 71DATE: CUNT FIOBERTM. yGn S B B REALTY, LLC 12/13/02 FORBES 5 DOVER STREET, NEW BEDFORD, MA 02740 DRAWN BY: CIVIL Na 39702 PROJECT RMF/WLW A�� �c41STEP�O PROPOSED MULTI —TENANT INDUSTRIAL BUILDING DESIGNED BY:s SAMUEL BARNET BOULEVARD, DARTMOUTH, MASSACHUSETTS RMF • Cl VIL ENGINEERING P.O. BOX 1068 CHECKED BY: SHEET NO. ' LAND SUI?�EYING - ,350 BEDFORD ST, 734 RJR I • ENVIRONMENTAL TEL:LAK08 4 0�. 0 APPROVED BY: PROJECT NO. BY APP. ASSESSMENT PRli�i'iE ENGINEERING FAX.' 508.947.2 04 RJR � 7020103 INC j i EROSION & SEDIMENT CONTROL NOTES 1. Erosion and sediment control measures will be installed prior to stump removal and construction. Gravel construction entrance will be installed before construction traffic Into and out of project area begins, Stabilization of all regraded and soil stockpile areas will be Initiated and maintained during all phases of construction. 2. All erosion and sediment control measures will be constructed in accordance with Town of Dartmouth regulations. All erosion control measures are to be maintained and upgraded as required to achieve proper sediment control during construction, A staked haybale dam shall be installed down gradient of all drainage outfolls, 3. Additional control measures will be installed during the construction period, if deemed necessary by the Owner or Agents of the Owner. 4. Catch basins will be protected with haybole filters throughout the construction period until all disturbed areas are thoroughly stabilized. Filter fabric should be installed under grate opening until pavement is in place and ground surface is stabilized. 5. Seeding mixture for finished grassed areas . will be as follows: Kentucky Blue Grass 45% Creeping Red Fescue 45% Perennial Ryegrass 10% Seed to be applied at a rate of 4 Ibs,/1000 sq. ft. Fertilizer sliall be applied at a rate of 2 Ibs./1000 sq. ft.. Planting seasons pholl be April 1 to June 1 and August 15 to September 15. After September 15, areas will be stabilized with haybale check, filter fabric, or woodchip mulch, as required, to control erosion, for areas to have specific landscape coverage other than seeding or sodding, see landscape development plan. 6. Areas to be left bare before finished grading and seeding is achieved, shall receive a temporary seeding of Perennial Ryegrass applied to a rate of 2 Ibs./1,000 sq. ft. at a depth of 1/2 Inch. Limestone (equivalent to be 50 percent calcium plus magnesium oxide) shall be applied as seedbed preparation at a rate of 90 Ibs./1,000 sq. ft. Planting seasons shall be March 1 to June 15 and August 1 to October 1. Where grass predominates, fertilize according to a soil test at a minimum application rate of 1 lb, of nitrogen per 1,000 sq. ft. Areas to be left bare before finish grading and seeding outside of planting seasons shall receive an air—dried wood chip mulch, free of course matter, treated with 12, lbs. nitrogen per ton, applied at a rate of 185-275 Ibs./1,000 sq, ft, 7. The Contractor sholl establish an erosion control line (haybole check or filter fabric) about ten (10') feet from toe to slope of proposed fill areas prior to beginning fill Installation. Stabilization of slopes in fill areas (using mulch or grass) shall be initiated within thirty (30) days of commencement of fill installation, di 1-1/2" BITUMINOUS CONCRETE, SURFACE COURSE 2-1/2" BITUMINOUS CONCRETE BINDER COURSE 12" BINDING GRAVEL SUBGRADE PLACED IN 6" LAYERS AND THOROUGHLY COMPACTED 8. Stabilization of slopes in cut areas (using mulch or grass) and the installation of control line (haybole check or filter fabric) at the toe of slope shall be Initiated within thirty (30) days of commencement of cut. 9► Sediment removed from control structures will disposed in a manner which is consistent - with the intent of the plan. All haybales or slit fence retaining sediment over 1/2 their height shall have the sediment removed and ail damaged erosion controls removed and replaced. 10. Contractor will be assigned the responsibility for implementing this Erosion and Sediment Control Plan. This responsibility Includes the Installation and maintenance of control measures, Informing all parties engaged on the construction site of the requirements and objectives of the plan, and notifying the proper Town agency of any transfer of this responsibility. The owner shall be responsible for conveying a copy of the Erosion and Sediment control Plan if the title to the land Is transferred, 11. The Contractor shall secure the services of Prime Engineering, Inc., who shall verify in the field that the controls required by this plan are properly installed, shall make inspection of such facilities not less frequently than bi—weekly and within forty—eight (48) hours of any significant rainfall, and shall, by written report, inform the Owner or his agent not less frequently than bi—weekly and the Dartmouth Conservation Commission not less frequently than monthly of observations, maintenance, and corrective activities undertaken, 12, Stockpiles of soil shall be surrounded by a sediment barrier. Soil stockpiles to be left bare for more than fifteen (15) days shall be stabilized with temporary vegetation or mulch. If soil stockpiles are to remain for more than sixty (60) days, filter fabric shall be used in place of hayboles. Side slopes shall not exceed 2:1► 13. The Contractor shall be responsible to control dust and wind erosion throughout the life of his Contract. Dust control shall Include, but is not limited to sprinkling of water on exposed soils and haul roads. Contractor shall control dust to prevent a hazard to traffic on adjacent roadways. 14► If final grading is to be delayed for more than thirty (30) days after land disturbances cease, temporary vegetation or mulch shall be used to stabilize soils, 15. Hayboles shall be used only as a temporary measure. Where control measures will be required for longer than sixty (60) days, filter fabric shall be used. 16. Where dewatering is necessary, there shall not be a discharge directly Into wetlands or watercourses. Proper methods and devices shall be utilized to the extent permitted by law, such as pumping water into a temporary sedimentation bowl, providing surge protection at the inlet and the outlet of pumps, or floating the intake of the pump, or other methods to minimize and retain the suspended solids, If a pumping operation is causing turbidity problems, said operation shall cease until such time as feasible means of controlling turbidity area determined and implemented, HANDICAP PARKING SIGN (TYP) 5' ABOVE GROUND 4" 3' WIDE GEOFAB SILT FENCE FABRIC OR APPROVED EQUAL `CV a 6,' Es -1 "x1 "x3' PINE STAKE HAYBALES PLACED ALONG DOWN SiDE OF SILT FENCE FOR SUPPORT 1"ANY BEANPOLE STAKE WETLANDES ]__�GROUNDIINE EMBED HA11'''BALE MIN, OF 4" INTO SOIL SEDIME TYPE i BIT, CONC. TO BE PLACED INTEGRAL WiTH THE TOP COURSE OF PAVEMENT 12" tTR_Wnl" IPING rl§PYED Z HANDICAP INSiGN,jA WILL ggE PLACE iN VE `ENT R OF EACH HA��DSPA E . s'—o" HANDICAP ,PARKING SPACE 10'-0" 9'--0'' MINIMUM MINIMUM PAVEMENT MARKING END STANDARD SPACE SPACE HANDICAP VAN ACCESSIBLE SPACE PARKING STALL LAYOUT TYPICAL PAVEMENT MARKINGS ALL PAVEMENT MARKINGS OTHER THAN THOSE SHOWN ON SHEET NO. 5 SHALL BE REFLECTORIZED TRAFFIC PAINT, WIDTH AS NOTED. HEAVY DUTY PAVEMENT RIPE d �I rn STANDARD DUTY PAVEMENT --1/2" BITUMINOUS CONCRETE SURFACE COURSE 1-1/2" BITUMINOUS CONCRETE O BINDER COURSE c6) 10" GRAVEL SUBGRADE PLACED D O O0 O IN 5" LAYERS AND THOROUGHLY O g� Sao MO..�� � ,, oq co w m �Ln CJ 1 /16" TOLERANCE ONTROL BAR\nr\�.]E ^ ►t . +a ... ..... _--_ CAPE COD BERM EREE��UOVMAG FINISH GRADE CEMENT CONCRETE G.1 W o! o: W W cn a. W —UNDISTURBED OR COMPACTED SUBGRADE ANITE CURB ► CEMENT CONCRETE----\ 6,0 6.0' F 4,000 PSI) WITH WWF 6x6 W2,91W2.9 ROOM FINISH '' O t1 .00 N 0 O.OQ 0� R I o 000o OOU 000 000 •.',r. t' .' o C� 6 o p OQgj�Q °F0, °o °° o O°Oo°o°O�0QT00 °�nd(A�4 Oor1 04 0*0 2) GRAVEL SUBBASE PLACED M 4*­1"' LAYERS AND 1HORIXIGHLY COMPACTED CONCRETE-VALK R�=15/16 R=15/16 55' 55;• N (am) I 12 GAUGE(TY,'P) I 55' 1 TYP) R=15/16 i _ ►► ,!, � 25 I ►► 2-15 16" 3-1/4 1"'1/$ 3-1/ 4" 2-15 16" 12-1/ SECTION THRU RAIL AT, SPLICE 1/16" TOLERANCE 12-1/2" 2" 4-1 4"4-1 4" 2" 'SPLICE (TYP) JOINT 8—r—i L WASHER L--RAiL BOLT (ONE I PER POST) WOOD_FA_CALE..DEJAL RAIL SPLICE BRACKET BOLTS — 2 PER POST 5/8" DiIQ,, 1-1/2 LONG BOLTS HEX HEAD), NUTS AND BOLTS TO BE GALVANIZED G CONCRETE WALK (WITH THICKENED EDGE AT PARKING LOT OR ACCESS DRIVE) 5/16" 1 4" SPLICE BOLT 3/16" RAIL BOLT R 'n \\\\\ 5/8" r 2-1 2" 3/8 "R (TYP) RAIL BOLT SLOT 29/64" R SPLICE BOLT SLOT ,�L SHOULDER 7/8" 1-1 4 MIN, CHAMFER 1-1/4. ONE SIDE 5/8" N. HEN HEAD i M11\0 :15/8'► 15/16" DIA, x 1 /16" DEEP RECESS ONE SIDE RAIL AND SPLICE BOLTS & NUTS A N 3/161' THICKNESS cV o n VA L* .— HOLE RAIL WASHER TO BE 3" PLAC[D BETWEEN RAIL AND FAIL BOLT (TYP) RAIL, WASHER BITUMINOUS CONCRETE PAVEMENT, FLEX 11 FILE: 7020103 SITE aLAN 1 FT DRAWING TITLE TD. ; DETAIL "B" NDf�I'' cuENT SBB REALTY, LLC 2 13 02 �ROBERT' cy� 5 DOVER STREET NEW BEDFO / FORBES R D, M A 02 740 D�AwN BY, CiVIL I PROJECT No. 3979," PROPOSED MULTi—TENANT INDUSTRIAL BUILDING .S Rc/wLw Ago 9�Q�STEa p. GNED BY, S � SAMUEL BARNET BOULEVARD, DARTMOUTH, MASSACHUSETTS RJR • C1 & ENGINEERING A0. BOX 1088 ic-,.'ECKED BY: SHEET NO. ' LAND SURVEYING 350 BEDFORD ST, RJR • ENVIRONMENTALMc LAKEVfLCE, MA 02734 A�'ROVED BY, PROJECT NO. m a❑f .. EV, DATE DESCRIPTION BY APP, �� E E N G I N E E RI TEL, 508.947.0050 ASSESSMENT G FAX., 508.947.2004 RJR 70d.0101 LOAM AND SEED PAVEMENT SHEETING REQUIRED FOR FINISH GRADE SEE GRADING TRENCHES OVER 5 DEEP I I N) ( 1-1 /2" BITUMINOUS CONCRETE PLAN) PLAN) TOP COURSE 1-1 2" BITUMINOUS CONCRETE 00 BINDER COURSE DEPTH VARIES 12 GRAVEL BASE PLACED N COVER IN 6" LAYER AND THOROUGHLY 5 MIN, 12" MIN, IN AREAS COMPACTED IN ACCORDAfE WITH DPW S CIFICATI Q° OF PAVEMENT PATCH 6" MIN,• ' BACKFILL TO BE PLACED IN 12" 12 MI LAYERS AND THOROUGHLY COMPACTED. STONES TO BE NO LARGER THAN 6 y IN DIAMETER. 000 COMPACTED GRAVEL BEDDING CONTAINING STONES NO LARGER � THAN 1 DIA. 6" MIN. COMPACTED OR UNDISTURBED ROCK EARTH SUBGRADE TRENCH WIDTH = PIPE DIA. PLUS 12" SEWER TRENCH DETAIL NOT TO SCALE [ND OR CORNER POST (2-1/2" DIA, POST) 1 /8"X1" STEEL TENSION BAR CONCRETE FOOTING 5 + - 8" PVC SEWER 10' (MAX.) SPRING TENSION WIRE FINISH GRADE (SEE GRADING V z 12" SEE GRADING AND UTILITY PLAN FOR PIPE DIA. 8" MIN. TONE UNPAVED I PAVEMENT �� 011 t. . SOON. E CRUSHED S -- GEARTH 4'-0" SINGLE LEAF GATE �-- GATE POST / /, __ 1 /1)" nl A DncTI u u BLACK VINYL COATED CHAIN LINK FENCE DETAIL NOT TO SCALE THREADED METAL END CAP MARKED "SEWER" SET 1„ ABOVE GRADE IN FLOWER BED OR SET FLUSH IN LAWN AREAS. —T1" (IN FLOWER BEDS) FINISH GRADE 8" PVC RISER TEE / WYE CONNECTION 8" PVC SERVICE CONNECTION /-SLOPE=1 /4" PER FOOT SEWER SERVICE CLEANOUT (GRAVIT NOT TO SCALE PAVEMENT AND SUBBASE -.-COMMON BACKFILL TO BE PLACED IN 12" LAYERS AND THOROUGHLY COMPACTED. STONES TO BE NO LARGER THAN 6" IN DIAMETER. -- COMPACTED GRAVEL BEDDING TO BE PAACED IN 6 LAYERS AND THOROUGHLY COMPACTED. STONES TO BE NO LARGER THAN 1" DIA. 1 :1 1, 1 • 1,�• 1 kill •• 1 ,• WATER MAIN TRENCH DETAIL NOT TO SCALE GATE LATCH AND LOCK OUTLET CULVERT FLOW FOR PIPE SIZE AND SLOPE SEE GRADING AND DRAINAGE PLAN) SHRUB PLANTING I _ TREE PLANTING HOSE CHAFFING GUARD AT FIRST BRANCH TRUNK WI•?APPING MATERIAL GUY WIRES, 3 PER TREE TURNBUCKLES ON ALL GUYS TRUNK FLARE JUNCTION. PLANT 1"-2" ABOVE FLAG EXISTING GRADE 2" TO 4" LAYER OF BARK MULCH, KEEP AWAY FROM TRUNK �EXISTING GRADE e �co �° Poo �---BURY' DEADMAN BELOW GRADE �0' BACKFILL. WITH TOPSOIL BURLAP, ROPE AND WIRE I FROM HG)LE CUT AWAY FROM "NIBBLE ROOTBALL SHOULD SIT DIRECTLY BALL �� ON UNDISTURBED SOIL WIDTH OF HOLE TO BE 3 TIMES AS WIDE AS ROOTBALL WITH SLOPED SIDES B&B TREE AND SHRUB PLANTING DETAIL 10 -� 10,_671 00 Zo ^I CONCRETE HEADWALL BASIN OUTLET 8' WIDE MICRO -POOL — 24" DIA. COVERS PLAN VIEW PERMANENT �- LITTER FENCE SEE GRADING AND DRAINAGE PLAN FOR INV. 8 TO 12" CliUSHED ROCK SET ON COMPACT BEDDING 0 POOL AT BASIN OU NOT TO SCALE 12" HDPE INLET ----�- R �M SET TANK ON 6" CiF CRUSHED STONE OR APPROVfED LEVEL BASE 15" HDPE TEE ROOTS AT OUTER EDGE OF ROOTBALL SHOULD BE LOOSENED TO ENSURE GOOD BACK -FILL TO \ ROOT CONTACT. 2" TO 4" LAYER OF MULCH. DO NOT BUR OR TRUNK. EXISTING GRADE co 3ACKFILL WITH TOPSOIL FROM HOLE BURLAP, ROPE AND WIRE I CUT AWAY FROM "VISIBLE ROOTBALL SHOULD SIT BALL" ON UNDISTURBED SOIL WIDTH OF HOLE TO BE 3 TIMES AS WDE AS ROOTBALL r ra1H SLOPED SIDES CONTAINER GROWN SHRUB AND TREE PLANTING DETAIL I N r- MANHOLE COVERS TO BE N EENAH TYPE R-17155 OR APPROVED EQUAL WITH 1 IN HOLES FRAME TO BE SET IN FULL utu OF MORTAR it BRICKS MAY BE USED FOR GRADE _ ADJUSTMENT. �QQ��QQO �QQO�QQO ����QQO�Q �44 a4 Q4 Q4 a4 44 " CROSS SECTION 1,500 GALLON PRECAST COIL WATER SEPARATOR IN LOADING DOCK AREA NOT TO SCP'yE DESCRIPTION 12" HDPE O,,lTLET TO BASIN 17 . c0 I ll� ►IRECTLY FLEX 11 FILE: 7020103 MITE PLAN DRAWING TITLE SCALE: �OZ DETAIL "C"� OF CLIENT I EALTY LLC DA 2 13 02 �� ROo'FBEs ' yN SBBR // 5 DOVER STREET, NEW BEDFORD, MA 02740 DRAWN BY: ,9Na' CIVIL PROJECT PROPOSED MULTI —TENANT INDUSTRIAL BUILDING cRc/wLw Fati•,��`���� ^, DESIGNED BY: sS/ �• �G SAMUEL BARNET BOULEVARD, DARTMOUTH, MASSACHUSETT) RJR , • C/WL ENGINEERING P. D. BOX 1088 CHECKED BY: SHEET N0. 350 BEDFORD S *LAND SURVEYING T. `. LAKEWILLE, MA 027. 1 RJR • ENVIRONMENTAL TEL: 508.947.0w APPROVED BY: PROJECT N ). BY APP. ASSESSMENT PRIME ENGINEERING FAX 508.947.200; RJR 17020101 W Z r0 Z ~ 0 W ti Z H L f �tia0 N N m cjCjN W Q 0) q, ® ®...) �tiW°b� cn LLWaNN w � } � � r• FFz--Xaoo V cf) OF- dz �o 5 V= 0 Om�v- 0 0 W zv%v i O Q W Ut, U r-ai-LL �C F-vf-F-U I I BRALEY ROAD 1 q0 ELVO' LL _ .) z o on � Or N j d' m c g t II c` CJ W t O W W spy`` �''.• cn c o �' (n m _--+/,' cn ? 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F- \zz 00 V) 1) U Q e W S w 0 M F- w w U) M • • J cn F- ~ w O LL' Z V) UJI F- W 0 w Ld c� z to' w 0 Z U 0 N 0 OMa'13Nuveianvivs PROPOSED SECONDARY SPLICE BOX/HANDHOLE (TYI El 84/8-2 N /F GEC DURHAM INDUSTRIES - PROPOSED STREET LIGHT & BASE (TYP.) M. 8 N 8 3 I u, CB W/DH (FND.) THE ACUSHNET COMPANY ' r 1 f • . I y \ 135/37 �� N /F GREATER NEW BEDFORD INDUST�IAL FOUNDATION (5—STAR SURGICAL) (o 0 \w c z m i ' I Z I , 83/1 o � O Q 135/38 N /F / SAMUEL BARNET BOULEVARD CORP.. Z I >A cO V 0 135/37 N /F j GREATER NEW BEDFORD INDUSTRIAL FOUNDATION I { I { I I II I m j I I I II I i I I i IT L i I II ! l DITCH=_=ra=�= 1i01 T -- --� — — _ ._—�.— T - -_ - - - T — -- T — T------- T T -- T I ---+---- T - i I BOULEVARD I� II I DITCH ! I I I ! I ALL UTILITIES SHOWN THUS j ARE BASED ONI , PROPOSED j ! LOCATIONS SHQ)WN ON CONSTRUCTION PLANS (TYPICAL) Q CONSERVATION NOTES: VMS 1. ALL STRUCTURE AND TRENCH EXCAVATIONS SHALL BE BACKFILLED IMMIEDIATELY WITH FINISHED GRADES AT LEAST 4" BELOW ADJACENT GRADES TO CONFINE ANY RUNOFF FROM LEAVING THE TRENCH/EXCAVATION. ANY o Q DISTURBED AREAS SHALL HAVE STRAW MULCH PLACED AS DIRECTED BY THE ENGINEER AND/OR TOWN z\ OI CONSERVATION AGENTS. 0 2. ALL AREAS DISTURBED BY CONSTRUCTION WITHOUT PROPOSED STRUCT;UES/FEATURES SHALL HAVE 4" OF LOAM -o PLACED AND GRASS SEEDED WITH MULCH COVER UNTIL ESTABLISHED. s oN sw�7 3. THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES FROM ON SS'TE CONSTRUCTION ACTIVITIES AND REMOVE ANY SEDIMENT OR DEBRIS DEPOSITED THEREON IMMEDIATELY. 135/27, 36 & 38 N /F GREATER NEW BEDFORD- INDUSTRIAL FOUNDATION Bvw1 s ,, I►, PROPOSED STREET evw,s ILPROPOSED I LIGHT & BASE (TYP.) APPROX/MA TE WF7LAND L PROPOSED SECONDARY i �I � � � ` SPLICE BOX/HANDHOLE (TYP.) Ilk DITCH _ _ --- -- -- - --- �� T --_ __-- T ' T ' T • —�_ t SAMUEL B NET ( PUBLIC — 100' WIDE) BOULEVARD _ _ ___ c c S `' B W . __...._^� - ___ _ . _.._. -- -- --- ---\ --__ _._ ;�V - --- - - - -- - - - --- - ----------- ___—_ -- �,v - -- ---- ti;; _ j DH FND/ (FND.) PROPOSED CONDUIT -� 6." I.P. GAS ''' ' — ��� f ��`' DUCT (TYP.) / I R1 DITCH\ _ — CB W0 DH (FND.) ry 1 c. 133/47 JOHNSON & JOHNSON PROFESSIONAL, INC. \ CB W/D H (FND.) \� ----- _- _--- .. ,�, o art' ----------- V'------- Vd \ 40 iL GRAPHICS SCALE IL 160 IL � i O I { I{ I 11� I 135/46 N /F TRONICS INC. 133/37 N /F BOURG INC. GENERAL NOTES: SEE DETAIL SHEET L-3, SHEET 3 OF 3. EL "s®IA��FIGINEERING 6®., INC. :ONSULTING ENGINEERS ; COUNTY ROAD 1.0. BOX 1178 1ATTAPOISETT, MA 02739 EL: (508) 758-2749 'AX: (508) 758-2849 ;HE CROCKER BUILDING i COURT STREET SUITE 107 ;AUNTON, MA 02780 EL: (508) 824-9279 AX: (508) 824-9276 ,Zevisions - I I I FOR CON COMM FILING t 200211 RMF R�•• Description Date I Appvd date 10/15/02 kale 1 "=40' prawn By RMS Designed By RMF Chec'<ed By RMF issued For REQUEST FOR - DETERMINATION v Z Q Q � J _. Y ❑ o Q M z m ~ = �,_ W z W —J m W 00 U ♦ 0 LI._ O W ❑ M Z) W m 0 :2 Q W m U) z 'drawing Title SITE PLAN S?Ir ect No. Sheet 306 2 OF: sheet No. L-2 12" TYP. (MIN.) NOTE: 1. CONTRACTOR LE FOR T REQUIREMENTS OF SPECIFIC TOWN/CITY PERMITS. ABUTTING EDGES OF EXISTING PAVEMENT TO BE COATED WITH RS-1 ASPHALT PAINT, SEAM TO BE COATED AFTER FINISH ROLLING. SAME THICKNESS AS EXISTING 1" SAW CUT TYP. (MI;V.) NEW PAVEMENT PAVT. COMPACTED BACKFILL \; GRAVEL ` REPLACE WITH SAME THICKNESS OF EXISTING .. MATERIAL. IN NO CASE LESS THAN 6" CRUSHED STONE OR 12" OF COMPACT CRUSHED GRAVEL. TYPICAL TRENCH/EXCAVATION AT NOT TO SCALE WARNING TAPE - BURIED ELECTRIC LINE SIZE - 3" WIDE COLOR - RED LEGEND - "CAUTION -BURIED ELECTRIC LINE BELOW" CATALOG NO. - ALLEN ALARMALINE TERRA TAPE 051315 STOCK NO. - 07-75-692 NOTE: TO BE INSTALLED DIRECTLY OVER DUCT LINE, 6 INCHES BELOW FINISHED GRADE. NOTES: 1. DUCT TO BE BACKFILLED WITH 6" COVER OF EARTH, FREE. OF ROCKS, (LARGER THAN 3" IN ANY DIMENSION). 2. ALL DUCTS TO COMPLY WITH UDS NE-1 AS REQUIRED BY THE COMPANY OR WIRING INSPECTOR. 3. MINIMUM 210# TENSILE STRENGTH PULL LINES TO BE INSTALLED IN ALL DUCTS BY DEVELOPER. GREENLEE CATALOG #430. PART #5021481.0 IS RECOMMENDED. _*",�Y\��_ P_ rnnru t�D A MC' WARNING ' ',ENCH S�C_QN �N�CAB_ SECONDARY SYSTEM NOT TO SCALE 15" NOT TO SCALE NOTES: 1. SPLICE BOX COMPLETE WITH COVER AND STAINLESS PENTA HEAD BOLTS (2). 2. DIMENS'ONS ARE APPROXIMATE AND ACTUAL APPEARANCE MAY D'i FER FROM THAT SHOWN HERE. 3. CO`rR MUST INDICATE "ELECTRIC". 4. ALL SY,7:EPS SHALL COMPLY WITH THE LATEST NSTAR ELECTRIC COMPANY SPECIFICATIONS. SUPPLIER & CATALOG ## H'GHLItiE PRODUCTS - HL-43AE FARGO MFG. (BROOKS) - B-125A-G PENN-CELL - PE-20-HDX-5PL SPECIFIC MARKINGS COLOR - GREEN STOCK CODE - 07-32-560 M. M. DUCT RUN UNDERGROUND TO BE CONTINUOUS TO SOURCE HANDHOLE, PAD, ETC. SCH 40 PVC STREETLIGHT NOT TO SCALE HIGH PRESSURE SODIUM LUMINAIRE: 100 WATT 120V REACTOR BALLAST INCLUDING PHOTO- ELECTRIC CONTROL, AND ACRYLIC REFRACTOR. TYPE -II DIST., NORMAL POWER FACTOR. AMERICAN ELECTRIC 113-57012-6 OR CROUSE HINES OVC1OSR22E4 OR GE M2RR10S1N2AMS2 OR APPROVED EQUAL. 30' ROUND TAPERED ALUMINUM STREETLIGHTING POLE, WITH ONE 6' TAPERED ELIPTICAL ALUMINUM BRACKET (2" NPS SLIPFITTER), AND ALUMINUM BREAKAWAY BASE WITH ALUMINUM DOOR AND SATIN GROUND FINISH. INCLUDES POLE CAP WITH STAINLESS STEEL HARDWARE. HAPCO #23-585, P&K, UNION METALS OR APPROVED EQUAL. NOTES: 1. STANDARD STREETLIGHT CONFIGURATIONS ARE SUBJECT TO CHANGE. BE SURE TO CONSULT N-STAR PRIOR TO PURCHASING STREET LIGHTING EQUIPMENT. 2. CONTRACTOR SUPPLIES STREETLIGHT WIRE TO BASE CONNECTION. 66" REQUIRED 3/4"x10' GROUND ROD AIRED 3/4"x10' GROUND ROD WITHIN AREA OF POLE INTERIOR NOTM_ 1. UNIT SHALL CONFORM TO N-STAR "GBASE55". 2. CONCRETE #4000 P.S.I. 3. 4 EA. 1 "x48" GALV. ANCHOR BOLTS, 2-1/4" EXPOSED. 4. CONDUITS IN BASE SIZED AND PLACED AS SHOWN _ ON DRAWING AND 1 SPARE 1-1/2- AS DIRECTED BY UTILITY PURVEYOR. 5. POLE MANUFACTURER TO SUPPLY BOLT CIRCLE TEMPLATE FOR BASE. 6. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL. 66" LIGHT BASE NOT TO SCALE CEMENT CONCRETE 2500 P.S.I. MIN. A 4" UNDISTURBED MATERIAL 2'MIN. 2'MIN. POLYTHYLENE SHEET ,., , " PLACED BETWEEN PIPE AND CRADLE. A ELEVATION SECTION A -A NOTE: CONCRETE CRADLE SHALL BE PLACED AT ALL PIPE CROSSINGS WHERE THERE IS LESS THAN 6" VERTICAL CLEARANCE BETW_EN OUTSIDE DIAMETERS. CONCRETE CRADLE NOT TO SCALE GENE IAL NOTES: LIMIT OF EXCAVATION UNDISTURBED MATERIAL EXISTING UTILITY PIPE 1. THE: LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY CONSTRUCTION. UNDERGROUND UTILITIES SHOWN ARE FROM FIELD OBSERVATIONS AND RECORFO INFORMATION AND ARE NOT WARRANTED TO BE CORRECT OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND PROTECT ALL UTILITIES IN THE FIELD WHETHER OR NOT SHOWN ON THESE PLANS. NOTIFY, THE APPROPRIATE UTIUTY COMPANY OR AUTHORITY TO VERIFY ACTUAL DEPTH AND LOCATION OF ALL UNDER�OROUND UTILITIES. 2. THE: CONTRACTOR SHALL OBTAIN ALL ELECTRICAL/BUILDING PERMITS, AND COORDINATE HIS CONSTRUCTION ACTIVI-DES WITH NSTAR ELECTRIC COMPANY. 3. NS it AR ELECTRIC COMPANY SHALL PULL ACTUAL CONDUCTORS AND MAKE FINAL CONNECTIONS (BY OTHERS). 4. ALL. SWEEPS SHALL COMPLY WITH THE LATEST NSTAR ELECTRIC COMPANY SPECIFICATIONS. 5. THr CONTRACTOR SHALL CONTACT "DIG SAFE" AT 1-800-322-4844, 72 HOURS PRIOR TO ANY EXCAVATION AND/CAR SUBSURFACE TESTING TO INFORM THE UTILITY COMPANIES OF ANY EXCAVATION. 6. WHt:.NEVER EXISTING STRUCTURES ARE ENCOUNTERED, THE CONTRACTOR SHALL REPAIR ANY DAMAGED STRUCTURES OR REPLACE ANY REMOVED STRUCTURES, AND MAKE ANY IMPROVEMENTS ABOVE OR BELOW GRADE TO A 'CONDITION BETTER THAN OR EQUAL TO PRE-EXISTING CONDITIONS. 7. THF:Z CONTRACTOR SHAD- BE RESPONSIBLE FOR THE DISPOSAL OF ALL WASTE MATERIAL AT AN APPROVED LOCATION. BURIAL OF WASTE MATERIAL ON SITE WILL NOT PERMITTED. 8. ALIL AREAS DISTURBED BY CONSTRUCTION WITHOUT PROPOSED STRUCTUES/FEATURES SHALL HAVE 4" OF LOAM PLACED AND GRASS SEEDED UNTIL ESTABLISHED. 9. THIE CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES FROM ON SITE CONSTRUCTION ACTIVITIES AND REMO'VE ANY SEDIMENT OR DEBRIS DEPOSITED THEREON IMMEDIATELY. 10. Ti0-1E OWNER AND THE PROJECT ENGINEER SHALL APPROVE ALL FIELD CHANGES IN THE WORK PRIOR TO IMPLE*MENTATION. NO FIELD CHANGES SHALL BE MADE IN ANY SPECIFIED SITE WORK OR ANY MATERIALS FOR WHICH SHOP DRAWINGS HAVE BEEN SUBMITTED AND APPROVED WITHOUT PRIOR CONSULTATION OF THE OWNER AND THE FIROJECT ENGINEER. ANY CHANGES SO MADE WITHOUT THE CONSENT OF THE OWNER AND THE PROJECT ENGINEER SHALL, IF DEEMED UNACCEPTABLE BY EITHER PARTY, BE PROMPTLY REMOVED FROM THE WORK AT NO EXPENSE TO THE OWNER OF THE PROJECT. 11. IT,- WILL BE THE CONTRACTOR'S RESPONS1131LITY TO MAKE HIS/HER OWN DETERMINATION OF SUBSURFACE CONCimONS, INCLUDING THE LOCATION OF ROCK AND THE ACTUAL LOCATION OF UTILITIES OR OTHER FEATURES MICH MAY AFFECT HIS/HER WORK. 12. AiNY WORK OR MATERIALS NOT MEETING THE APPROVED STANDARDS AND SPECIFICATIONS OF THE MUNICIPAL D.P.W1. AND THE MASSACHUSETTS HIGHWAY DEPARTMENT SHALL BE IMMEDIATELY REMOVED AND REPLACED AT THE FULL. RESPONSIBILITY AND COST/EXPENSE TO THE CONTRACTOR. 13. AkLL OPEN EXCAVATIONS SHALL BE ADEQUATELY SAFEGUARDED IN STRICT ACCORDANCE WITH OSHA GUIDELINES AND 'TO THE SATISFACTION OF THE LOCAL POLICE DEPARTMENT. PROVISIONS FOR TEMPORARY BARRICADES, CAUTnON SIGNS, LIGHTS AND OTHER MEANS TO PREVENT ACCIDENTS AND DAMAGE TO PROPERTY ARE THE RESP4ONSIBIUTY OF THE CONTRACTOR, THE CONTRACTOR SHALL PROVIDE SUITABLE AND SAFE BRIDGES AND OTHER CROSSINGS FOR ACCOMMODATING TRAVEL BY PEDESTRIANS AND WORKMEN. NO EXCAVATIONS SHALL REMAIN OPEN; OVERNIGHT. 14. L` UST CONTROL MUST BE MAINTAINED AT ALL TIMES TIMES DURING CONSTRUCTION. CALCIUM CHLORIDE IS PROI41BITED FROM USE. 15. FOR OTHER GENERAL NOTES REFER TO SPECIFIC PLANS AND DETAILS. ELD ®NCCINEER16%aG Ca., INC. CONSULTING ENGINEERS 19 COUNTY ROAD P.O. BOX 1178 MATTAPOISETT, MA 02739 TEL: (508) 758-2749 FAX: (508) 758-2849 THE CROCKER BUILDING 4 COURT STREET SUITE 107 TAUNTON, MA 02780 TEL: (508) 824-9279 FAX: (508) 824-9276 0 w Z Q < ...� w J V D Z 0 �z W ry 0 Q W m Cn J 0 W CL Z) 0/ : LJ_ Q �.. C!) W U Q Q O Q a. o U W Z W cn z 0 mz Q 0 u- 0 W :2Cof- Z ID drawing Title DETA,L SHEEN Project No. S`ieet 306 3 OF 3 Sheet No. ® �I tibbEttS EnginEEring corp 1 716 COUNTY STR =ET TAUNTON, MA 02780 tel. (508) 82' -6934 - fax (508) 880-7811 EMAIL: cis it @ tibbettsengineedng.com v Z 114 / ]�S)/ v OINV l M J0 T) Xo dd ;r i 1 / � / Y' N >>E0 �12 Graphic Scale 1 inch = 40 feet O 40 80 120 / �p6 �6— i II / c,wil engineering land surveying transportation environmental permitting testing & construction services I LEGE('! D ps SEW[-R MANHOLE ® DRAIN MANHOLE © © CATCH BASIN HYDRANT WG WATi=R GATE CSO CUR STOP GG GAS GATE UTILITY POLE -u GUYPOLE 75.22x EXIT TING SPOT ELE V --75— — EXISTING CONTOUR P-75 PRGSED CONTOUR TE&C UNC��ERGROUND TEL, ELE�, & CABLE UNC1ERGROUND SEWER — — w — — w — — UN[�)ERGROUND WATER — — D — — D — — UN[�)ERGROUND DRAIN — — G — — G — — UNDERGROUND GAS —OHw — OHw— OVERHEAD WIRES x x FE�I CE LINE i AAs Shown :or Approval JD Rev. Date I Description By 1 P`�N OF I�WS��'�i GEORGEf\ E 1 s BLOCK, JR. No. 33439—C Project Location Roadway "A' ®artmotlithiilia. r ' (Bristol I0.%.ounty) Prepared For Town of Dartmouth Drawing Title Pre-Conruction I Conditions COPYRIGHT © 2001 TIBBE:TTS ENGINEERING COP NO PART OF THIS DRAWIPIG MAY BE REPRODUCE TRANSMITTED, OR STORE[, BY ANY MEANS, WHAT SOEVER, WITHOUT THE EPRESSED WRITTEN CONSENT OF TIBBETTS ENGINEERING CORP. WITH THE EXCEPTION OF ANY REGULATORY AUTHORITI WHICH MAY REPRODUCE IT IN CONJUNCTION WITF THE PERFORMANCE OF 6-FICIAL BUSINESS UNDE ITS JURISDICTION. Drawn by: J D D i Design by: JDD/RJR Drawing Number Reviewed by: RJR/GEB Approved by: GEB/RAM Project No: 0f 10952.040 07-05-2002 F 5 - ON -JIS)/ / °' °ca r S� - / N��1 M �0 /XO�ddv CO / 1::10 / Cl) All I IQ - SOP qp '•• � l Tq• 1 yY�• '�<< / )0 20'4. 1 ST p / / i M / J2,r: 72 /NV IV, J 2.90 / r \�` 00 T\ 08 � / �' -mac, F`� Op• �t8 �08.3 / � / STq C B 4 i / M' • � \ yob �£`�\ I \ J2., / J12 �9, 16P S / P / T p R \ \,, S � .� pR0 J08 / / '� g�6RC� o Cqp pL) 4 \ �,. 14�c (2) ,R/ S. Mh ER E Cps / ov - p �'``�` `,�; ��' VC �\ 00 J3, -/ 114' 12 Z 0S. cn coROpOs �S 3+ f , _-- T / / 2 J S '' / 7' 0 J 0 0 ; RRD E� 2 � ,,�\ / �\\ ��,K ,�, � � 4 ., /N` JQ1.0 S Gq T 9'k4 \ / d T` 1 0 / up E� STEE . s / / J0�' 82 / cONC. 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Date Descdptic'n By / GEORGE 'J E. 105 BLOCK, JR. plop _ 0 �- �' No. 33439-C R� Tq. �Mh �Oo, ' Oa 06 `Si � — / ` . '�t �I slEv� 0, 50. 7 Graphic Scale 1 inch = 40 feet 0 40 80 120 ls�� lN, J•2s. Rr 0 �02 J2 /NOS 4)� 2i RT 104 JRop 0 / �R0,00 q M SED E RO.,%- �c�Ek 0�C , SKEET , / / /AII OSeD oETq/T'Qq T10 Np�RC C ON TR f R`00 SKEET )Ch ( � a o Cb co E y / p I Sp OpOSE � �. �99 0NCY / I / )roject Location roadway "A' Darimout, (Bristol County) / / Prepared For Town of Dartmouth Drawing Title rn 000 0 0 g6� Post-Constructio 1r Conditions LID CIO / g6 CDPYRIGHT © 2001 TIBBETTS ENGINEERING CORE NO PART OF THIS DRAWING MAY 13E REPRODUCED /. TRINSMITTED, OR STORED BY ANY MEANS, WHAT- t SC`_VER, WITHOUT THE EXPRESSED WRITTEN _ CONSENT OF TIBBETTS ENGINEERI� G CORP. WITH TH EXCEPTION OF ANY REGULATORY AUTHORITY / W; `'CH MAY REPRODUCE IT IN CONJUNCTION WITH s T:- PERFORMANCE OF OFFICIAL EUSINESS UNDER / IT5 JURISDICTION. ` pr.•wn by- J D D trf JDD/RJR DraVing Number R: iewed by: / \ / RJR/GEB �Z6/ gn�roved by: GEB/RAM / P 'lect No: i of 10952.040 07-05-2002 SCALFm: 1" = b0' CONSULTING ENGINEERS FIGURE 2 POST -CONSTRUCTION DRAINAGE PLAN HORACIO'S WELDING and SHEET M7=TAL DECEMBER 181 200 2 3 vm /m AL Arty. =irr.w `� ♦ �\ \ �� t-50 TOTAL: 5.47 AC. UPLAND: 4.9f AC. \ \ f-� \ \ \ AL l \ / 10, - 1 A4 f t \ ♦ \ ` / �- t ♦ \ \ � \ � � \ `�' � \ // \ '�` .mac. 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