Loading...
DARTMOUTH SPORTS DOME PLANIkARTMOUTH SPORTS DOME 1 I PLAN INDEX y t`` LEGEND ------------ DRAWING TITLE DRAWING No. EXISTING SYMBOL PRWOSED _ I OVERALL SITE PLAN 1 � `� —12rz - CONTOURS SITE GRADING DETAILS 2 �a IR ��`,`n ;II .T x 0x5 SPOT GRADES i L 1 , !y BOUNDMONUMENTS CJ PARKING LOT LAYOUT 3 o7i - - - STONEWALLS DRAINAGE & UTILITIES 4 WE TLANDS LINE SEPTIC SYSTEM SITE PLAN S AaUIFeRUNE r_'= v 100'BUFFER ZONE LINE � SEPTIC SYSTEM DETAILS 6_7 _ EASEMENTLINE I ANDSCAPING PLAN 8 'Y�, 7 MANHOLE ROAD PLAN & PROFILE 9 �� _= CATCH BASIN P _I FIRE HYDRANT�- CONSTRUCTION DETAILS 10-11 GATE VALVE IV LOCUS MAP SCALE: 1" = 2,083' SOURCE: U.S.G.S. FALL RIVER EAST QUADRANGLE OWNER: APPLICANT: ENGINEER / SURVEYOR: RICHARD O. HAWES REVOCABLE TRUST DARTMOUTH SPORTS DOME L.L.P. FERREIRA ENGINEERING INC. 38 MILL ROAD PETERJ.. HAWES B JOHN E. WILLIAMS, PARTNERS SUITE 2S ACUSHNEI: MA. 02743 124 HAWTHORN STREET 46 FOSTER STREET NEW BEDFORQ, MA 02740 NEW BEDFORD, MA 02740 11�\ II iNNE ll H R, 11' ER Ps.- ellllOA E GINEEM G1 INCSUITE 2S 46 FOSTER STREET NEW B ED FORD, M[ASSAC1H[US1EI TS 02740 TEL. (508) 992-0020 FAX (508) 992.3374 J/N SE 495Z I FILECOPY DATE: yEPT. 12, 1997 12/1 STANLEY M. e GOLDS KENNETTH R. FERRETE A ENGINEERING, INC. 46 FOSTER STREET NEW BEDFORD, MASSACHUSETTS, 02740 TEL. (508) 992.0020 FAX (508) 992-3374 n/f CONRAIL ERE _IL a` FFP ER IP DATE: JUNE 1, 1997 SCALE: V=N' JOB NUMBER BE 4952 FIELDWORK BY: RAM /eCiM ➢ESIGNED BY: .YrN Wn NOe DRAWN BY: KFN WAINOZ CHECKED BY: OWNER: RICHARD G. RAWES REVOCABLE TRUST 3BMHLxoALy OVERALLSTTEPLAN DRAWING b ICE OF INTENTFI{JN6 9-12-97 ACIIBHNET, MqA 0274.{' NUMBER rVISI° N`" DARTMOUTH SPORTS DOME r rxrs � .mod 6-1 -97 APPLICANT: DARTMOUTH SPORTS DOME L.L.P. DESCRIPIION DATE PETER I. HAWES & TOHN E. WILLIAMS, PARTNERS OLD REED ROAD o. QO. go i60. 24O. 124 HAW1'HOkN STREET N. DARTMOUTH, MA 02747 NEW BEDFOW-3, MA 02740 BENCHMARK:=� s" .4 _ NAIL IN IO" PINE $ ^ 0 d w^' " \A' ELEVAI 109.30 w�\( gyp` 11 IN ry � � � / I/ l i ♦ \ I I 1 /,vi . ORTENBON POND 1 \ \\ \ DARTMOUTH IN DOME — 1 1 I A\ �� � � V ! 1 �� tl — - \ / '------ I / 't ^ u r A ff NO RI \ / _ _—__—_ I GOA IN _ SPORTS DOME,.'/ / / I .�UPPDRT/ g I ♦ I! i i l ;I o loe_ - _ _ _ - 1 �) BUILBING / —Vol n 1 1 d 1 \ \ I I v I ' PONA /' POND � 1 i I• I 1 11 II I I V '1._ A 1 /2 S � �• I 4 I i i '� ' / �O � O �_ ' i i r S %I�� •o I PROPOSF� ; S LEACHIN v 1 , t AREA \ r - _ �� • .1 (see sheep 5_v IN _ 1 v A •1 °a :yAIN90 AI 1 I I I IIN, All, _ ° a ff I `--� •.� . \ IN $ s ,a, •°� m m ° 4 DATE: )iJN)E I, 1997 OWNER: RICHARDG iiAWES REV NAIL IN 24" PINE ELEVATION• 91.04 WEftANDS UNE AS DELINEATED BY 'WETLANDS CONSULTING SERVICE" AS OF JANUARY 21,1997. KENNETH R. FERREI A ENGINEERING, INC. \�� D ocABLE TRUST SITE GRADING DETAILS DRAWING r 'J`I" SCALE: I^ = 50, 38 MILT. ROA aFFP` JOB NUMBER: BE 495Z c N°T7(£ eF IweET PLL1NG 5-Iz- ACOSHNET, A,{A 02743 NIJMgER 46 FOSTER STREET FIELDWORK BY: RAM �P_ APPLICANT: DARTMOUTH SPORTS DOME L.L.P. TTEW &EDFORD, MASSACHUSETTS, 02740 �— a ro oesa/� �H4 ax zea d 6-lz9z DARTMOUTH SPORTS DOME /7 - (// `�` DESIGNED BY: I c" Wa Nnn M. No. DESCRIPTION DATE PETER r. HAWES & iOHN E. WILLIAMS, PARTNERS OLD REED ROAD G TEL. (508)992-0020 FAX (508)992-3374 wa-�.+r / l W DRAWN CHECKED B: v ., ., u 124 NEW R THORN MA 0274 N. DARTMOUTH, MA 02747 CE�CKED BY.- a' 2s 50' loo� 15O' NEW BEDFORD, MA 02790 KENNETH R.4F R EIR ENGISTRET ERING, INC. NEW BEDFORD, MASSACHUSETTS, 02740 TEL. (508) 992-0021) FAX (508) 992.3374 DATE: JUNE 1, 1997 SCALE: V=30' JOB NUMBER: BE 4952 FIES.DWORK BY! CAM �yGM DESIGNED BY: KEN N/abVOR DRAWN BY: K WAfmo4 CHECKED BY: a IARKING CALCULATIONS IAS BEEN CALCULATED UPON THE OCCUPANCY RATINGS S DOME AND IT'S SUPPORT BUILDING. ONE SPACE PER U USED TO DETERMINE THE REQUIRED PARKING SPACES. )ME OCCUPANCY 300 163 43 9G SPACES: OR 116 SPACES CAPACITY PROVIDED INCLUDING ( ONR VAN ACCESSIBLE ) HBICTED TO COMPACT CARS 1 SIZE SPACES VIBRD IN DROP OFF AREA E PROVIDED 119 SPACES, A 9 FOOT WIDE DROP OFF AREA R COSTUMER DROP OFF AND MERCHANDISE DELIVERY. 'ACTTY FOR AN ADDITIONAL SIX CARS. TO CONFORM TO THE COMMONWEALTH OF MASSACHUSETTS IBLIC WORKS "CONSTRUCTION STANDARDS" AND LOCAL DARTMOUTH INS. OWNER. 3BCH� RQ� wes REVOCABLE TRUST PARKING LOT LAYOUT PLAN NUNIFIDRAWING ACUSBNric, MA 02743 � DARTMOUTH SPORTS DOME APPLICANT: DARTMOUiTH SPORTS DOME L.L.P. OLD REED ROAD PETER TT. H,AWES & OHN E. WILLIAMS, PARTNERS 124 HAWTIHORN STREET N. DARTMOUTH, MA 02747 NEW BEDF'ORD, MA 02740 BENCHMARK '. NAIL IN ID-MNE ELEVATION=109.30 69.00 — _ — — — — _ — —. NOTE ALL CONSTRUCTION TO CONFORM TO THE COMMONWEALTH OF MASSACHUSETTS - DEPARTMENT OFPUBLIC WORKS "CONSTRUCTION STANOAROS"AND LOCAL DARTMOUTH LI.P.W. SPECIFICATIONS, AOR=0.o925: 23 wn•MP Ron, Vo2K wl. DATE: JUNE 1, 1997 KENNETH R. FERREIRA ENGINEERING, INC. � E � �� NUMBER;' SE 495' JOB JOB 52 46 FOSTER STREET 1 c NEW BEDFORD, MASSACHUSETTS, 02740 ame b Ea d FIELDWORK BY: TEL. (508) 992.0020 FAX (508) 992-3374 ,r -nunRE 9L.E DESIGNED BY: DRAWN BY: L— CHECKED BY: m#w Tv9590 Ir KPOUT.9225 sown as 701O 8•sgIDP.EP RU l0.0100 INN MPEPf. P.E PIPE AOPG ..= 90'01' Ir 501IDP.E PR£ SLOPE-o.Oroo 9rwo-PERf.P.EPIPE 51LP6o.0050 W. M2a OANTMOUTH SPORT5 DOME 1W., 92aa SUPPORTBUILDINU 9932 R00PiRENn19RAW (sn:eEraU DARTMOUTH SPORTSOOME Im oMN3 RM10935 1 Avw.9`9190 NY.9).00 (AFOETAKI \ oA l q G5MaEoa29, (P.EMPEP.; P.E PBE 110' 4.0050 ppE I\ 510PE.0.0050 IR9.=10032 \1 ('\ u WG11:11fl1 srA4.n�5a' z)I : m�mem Arun-. n: 2roPtral n0'OF10•SOI.H.'.PL ARM*amo IWIM M3.96(WM R9a.a442 n'RaMKB1.aU0 PR W..OKa" rrwusr/ SEE OEIM BENCHMARK; NAIUN24'MNE ELEVATION= 9L04 OWNER. RICHARD G. iHAWES REVOCABLE TRUST 38 MILL ROAD DRAINAGE AND UT11XIUS DRAWING ACUSHNET, NIA 02743 NUNMER DARTMOUTH SPORTS DOME cE of eor ON S-Iz-s� APPLICANT: PETER OUTEI SPORTS DOME L.L.P. OLD REED ROAD nESQIiPEIOx HATE PETER T. HAVVES S rBEE E. WILLIAMS, PARTNERS 0 25 50 100 I59 NEW HAWTHORN A 027T N. DARTMOUTH, MA 02747 NEW BEDFOIQp, MA 02740 MN +� my. a9LB0. Thin TIX+ OF FRAME 1R(Y40UGE 99.7 %,•a.(`� PROPRmERMES INV �I�\ ]O' .yto W h1 � 911 W 9a.]O T (TEE TO TEE) S. act IgaC mIM mtET a� MlS flw:%J BN.g eFc a• SEPTIC ` P1y_EL —EL 93.47 1 TbX L -slsO Et. Wo ')E• REFER TO INTERIOR FLUNBWG DRAWM6 PoR 91tLFIC WYE CORNELTOM LOCATIONS SYSTEM PROFILE NOT TO SCALE Ear lax far MwawMW 90149 FRp4 nRP�M Bab Yf • fMT A FMI�/CO,R - mill[ M,R i ]- c aCNw ryt T® r YS' YET' halo r4C LEYMi Ir tYR CROSS-SECTION VIEW 2,500 GALLONS PRECAST GREASE TRAP ST 6x14-25 NOT TO SCALE c cant wyl eeRI4P raEmm a MmGp6$ r 9CH 40 FRM I fF.4IflOgAt � � ! //�,��I� PRIMARY RUMMER Cw 40 r®_J 1 `m a°L I' CHAMBER 1 S an ages trvFs � ],no bet 1 I,--- ss KENNETH R. FERREIRA ENGINEERING, INC. 46 FOSTER STREET NEW BEDFORD, MASSACHUSETTS, 02740 TEL. (508) 992.0020 FAX (508) 992.3374 10,000 GALLON SEPTIC TANK (Rotondo WT 8x10 H2O or equiv.) NOT TO SCALE 1CP � t01.C106a E4 TPFRAME IatF A± �f4 91.02 Ia!mmmlyam) LEACHING AREA DETAIL (one of two identical fields) NOT TO SCALE MDROMATIC IOLS ! EL low, O' I.ft STaCAST IPCe EEL COVE FPGLE COJEq er Is CO C, SEP RIiate Cq,C M.ET a OVILET ; 4'y-rT .9T}O • FI,EIa eCWRRFlULOTO BE PbTALLm XQERIYI't S-(P P 9CM 0O PK I 09R-CI %T6 }4Ms OMiMn4 EL 9as�- g--} I t'r x iM ET EL".an //J caMc wma.E '' nw za M-Valve ESOXTE spin OUTLET MANHOLE NYS. EL9l. L T-9` 65Flow1 1 6 6 OFFL,e 6_r r alwese m mur,mn eaamT D.04 ROTONDO WATER -TIGHT PUMP CHAMBER ST 6xI4-35 H2O RATED NOT TO SCALE - NOT TO SCALE PERC06&T10M TENST RE $LILTS Performed by: Peter Hawes W'tnm d by: She Griffin Date: February 25, 1997 Teat pit 103 (elev. 105.6) 0 - 2" 0, 2 - 6" A. sandy loam, 10YR 4/4 friable 6 - 40" B, Sandy Ideal, lOYR 5/6 triable 40-120• C. Loamy sand, lOYR 7/4, firm, cobbles, stones 50" Mottles, lOYR 6/3 (elev. 101.4) no seepage/groundwater 12 ma/inch at 88" Test pit 104 (elev 107.0) 0 - 2" 0 2 - 6" A, Sandy loam, IOYR 4/4, friable 6 - 28" a, Sandy loam 10YR 5/6. triable 28-120" C, Loamy sand, 10YK 6/3, firm, cobbles, stones 39" Mottles, lOYR 6/4 (elev. 103.8) no aepage/groundwater 14 min/inch at 64" Test pit 105 (elev. 104.7) 0 - 2' 0, 2 - 6' A, Sandy loam, 10YR 4/4. friable 6 as" B, sandy loam, lOYR b/6, friable 48 120 C, Loamy sand, LOTS 6/4, firm, cobbles, stones 52" Mottles, LOTH 6/3 (elev. 100.4) no seepage/groundwater 8 min/inch at 82" Test pit -106 (elev. 105.9) u - 2•• a, 2 - 6" A, Sandy loam. IOYR 4/4, friable 6 - 32" B, Sandy loam, IOYR 5/e, friable 32-120" C, Loamy send, lOYR 7/3, firm, cobbles, stones 42" Mottles, 7.5YR 5/6 (elev. 102.4) no seepage/groundwater 6 man/iach at 86 BASIS FOR OE$IGM a 'icing usage: sports Dome W/ East food sari , store, offices Food Court: 2,820 gpd (137 laws. occupancy-bldg. code) i 4 employees} X 20 gal/person/day Pro shop: 85 gpd 50 gpd {1700 .f./1000 s.f.} Offices: 888 gpd (consists Of 4 Offices, reception, conference roam) Total 1177s. E. 75 gpd X (1177 s.f./1000 s.L) TOM GAILY PLW: 2,993 GPD Percolation rate (design): 15 nun/inch 'Water table elevation' 103.8 Soil type: class II (0.56 gpd/sf) Leaching area: twou fields, each 42' wide x 64' long = 5,376 a.f. 5.376 S.L. x 0.56 gpd/st = 3,010 GPB Greene trap: 2,500. gal. concrete E20 Septic tear: 10,000 gal. concrete two compartment (72 total detention) Pulp chamber: 3,500 gal. concrete DATE: TUNE 1, 1997 OWNER: RICHARD G. LRAWES REVOCABLE TRUST aF - xa SCALE: AS NOTED �yRear4-m 4�,y W NOTICE OFINiE'NTFILING 9_,z_97 3a MILL ROALs .SEPTIC SYSTEM DET!iII.S DRAWING N mmE>;i JOB NUMBER: SE 4952 ACUSHNET, NqA 02743 GAS BAFFLE PIPE SLOPE 7-09-97FIEIDVVORKBY: RAM/PGM SUBMITTAL TO B.O.H. FOR APPROVAL 7-01-97 APPLICANT: DARTMOUTH SPORTS DOME L.I.Y. DARTMOUTH SPORTS DOME DESIGNED BY: KENFORRER REV, No. DESCRIPTION DATE PETER j� HAW TTD REED ROAD hV DKAV NRY: SUEBOULEy 124 HAL O STREETE. WILLIAMS,WII.PARTNERS N. DARTMOUTH, MA 02747 CHECKED BY: - NEW BEDFORIO, MA 02740 PUMP SPECIFICATIONS HYDROMATIC MODEL: SH NON -CLOG SEWAGE PUMP SUPPLIER: BISCO WATER SYSTEMS, DEDHAM, MA. M l rise ryaE. ,gDCnOx E,SIDSEU.Qwn IIE914NrvEuarvE ala+l :,el L110 NEPN maIrWI0x M9 a atOPN'INOI,GtlASS �• F I!STPTOp IFxpEAavpE rp]TFLTp' BaMNX PiYmL µOPaNPE nFNartrvE IX3C. WfD UnTUM'rLLY pESETOmInY WrFEiENML cxE I.uvxOLE% TVgwTIIFbEEwaE 'i WLiAp TOIEAahLE • iE t "F: Fj °f /ff •J- A�/8s FF�FS F' ff PFIs 11 ei as n 9 MI an, m 17�1N I Ji13 O9 us us. -1 9]3H raJJ O IIIdo W R 0 has1 D IP m E.,'Pl3 Eel$ _s 5 a r1A 43 DO ) J 111 R1 lo t SI A -is 1.77 T .9 el'I A Ica '73 N rim J 1.t m a1E1 IRIis l n A A Ise 26:r 1.- - washing pgdAm pgyg TYPE BALANCED FY165E'J.EYaxE - I,BN1'X ]>eiµpND .. 32OPnT.IUL rmMEDa Via VAWL7 EEOE rEac GAIN GMEFl1 wCFA RiOlemLE N%YG 1, EL ONE COOT MR OME'J. T SA q TaMIGJIO z n IWJa9El!BDa }Sr mes Comes w r Amewl Deem FLlna9 :OpGtY1! I SN4 ti5S4Y 9}OJ n'lC caflGTvpE E'a < F. SM AN. 6:-...,_tu3 Ca51X4 CM1tf J• :a CIAin rvIEl3F1 3pCVg a5M v-16rp5 M R C/Em4 WFJ.p pM6 9RC1�E t�Tq' F'3ri-1 KKnORSY1FT :JI SaNLE�fEEI 6F 5TFMS5EEtE3 :3"aasE WaH u"AN m awcouAr 45 Sava ; wxx UPrEP FVG LVWA CaPEPt7D1meK.TTPEE,.3FlC1 ' LGa^cRTlw�EnwamEm,waTEX rJ.xxpm• TKEr1. anD1 pgcRNX3 : IpaMW EMOEEWW�'s"4'L ERPEIpaA C1ff115n EMGLEWW-ew I all ®.�. E®E Ellammmvvv Mm �mmmvmmmMmopv1�®�rolvm�mM�O� mYYM•vvmo= i'� NOMURA s NUMBER _ camas vemm'p�,,,EEEi��-��1�®v�epvvr�� ia� =lllm saw ®I�sas�ac� m® ipgI�g —�' tea!! MM.a�® owwmmm MARIANA 113 SOR-2J MEN, <-PVC PRESSOR£ . PRECAST SANTARY M4NROLE,COVE4IlblME i" THREMSED CLEAµOUT5 V12' MANX FLAAGED COUPLING HOSE .NM- IM - w-JRIJEONON P117 HALL VALES -WAGIT17G JI RUBRO MANHIXE BOOT OR N10WORFJ1 JOINT IlY,'aa�L' UNWS.IIRBED MATFRIALJ LyyMP N• v 1• x B•j SREI OR CONOP£1£ SUPPORT IN -LINE FLUSFIWG CDNNFrTrnN• NOT TO SCALE NOTE: ALL PVC PRESSURE MAINS SHALL BE ENCASED WITH 6- OF COMPACTED GRAVEL OR DOWN a. • a. • a ♦ a �i yi �i • a • l ��I AI1a 4•I r111 5 I: •)rill rXl ll`i'I=XI%xt•�o& S.A.S. '• DETAIL. NOT TO SCALE PEA S 1.. The smitary sewage disposal system shown hereon shill be CONSTRUCTED IN ACCORDANCE with the requirements W 1995.310 CAP li (TITLE V) of the State - Environmental Code end local Bard Of Health reguktiorvt• Any MODIFICATION TO ¢Fax -OUT N-20 flIX1E0 MANNDI.E FflAME AND COVER THIS DESIGN must be approved in writing by the engLncer end the bead Board BELL %E NEENAH R-1874-A OR EQUAL o[ Nmtlh Prior Y imPYmenYtwn.. wmWBpoEQ MALE FLU) CEMENT CONCRETE (ALL AROUND,) 2. Contractor shall Verify and check the BENCHMARK as shown on thin Plan Prior FINISH GRADE to construction a the proposed system. 3. Isidty the local Hoard of Heslth when the system is ready for INSPECTION, prior -- Y any backfilling. If CONFIRMATION OF CONSTRUCTION he required by an TNREAOEO PLUG enetear, notify Loth 0[Yice prior Y any bnEPilling. YNIµ1M I2- GRAVEL BASE A. DEEP TEST HOLE INFORMATION indicates soil mndidam, Percolation rate, And le-DIA RCP -BELL RIG' water table elevation at the time and instance of action Luting end should be verified at the time Of construction. The contrntor shalt notify the local Board CEMENT CONCRETE (ALL AROUN i) Of Health if GROUNDWATER Or PERCHED WATER is encountered at a higher Elevation than indicated on this design pion. MINIMUM 6- GflAVEL BASE 45' BEND 9• PYC 8CH 4D 5. the Proposed that HEAVY shell conform tocomponents sYted Ideal quirement for ASSHTO H-20 loadfng.DUTY wvs 40 N - cx ao 6. ALL CONCRETE COMPONENTS shell be Placed on a 6 mi taus compacted ompted GRAVEL y BASE to prevent heaving o sending. ALL JOINTSf MUSTBE WATERTIGHT. Solvent vend piping a dA beproperly Needed with PVC cement afterclesWng agent ALL rimers, sums, one. shall be properly mortared with any joints below water table cited with a suitable asphaltic sewer. T. SOIL PREPARATION PROCEDURE FOR THE LEACHING FACILITY AREA ahEll conform to 310 CAR 15.246 k 15.247. CLEAN 8. ANY OF UNSUITABLE on the Plan y-6),modern Y Construction Nno Tu outlinAL designated 3 p -OUT DETAIL Fill requires nts d CUR 15.255 1 9. No HEAVY EQUIPMENT slash. he run over the mmppnenta or the prepared leachJng NOT TO SCALE area during installation. RUBBER TIRE MACHINERY ere Rd to be driven over the prepared natural soil blow Or sand/atone bed decals system LataWdon. le. Par Proper Performance, the septic tank sound be INSPECTED annuaily rid when the solids and seam depth exceeds 1\3 a the liquid depth, or three Furs been elapsed space the tut pumping, the septic tank should be Pumped. The greesa relm trap should the pumped annually. HB +•Ss 11. Woo . d concrete Rotado 24M gallon H2O most, o approved Noted, wits manhole Timers fittedoiron with at frames d covers on the Wet end outfit All jolnt 10 be mrLred. u a- SEPTIC 1L MAMg Roland WT go'"' H2O (or eqW ate t) concrete poi sectlo d tank with c w.e tIIlrtx Joint P sends Rodsophisticmslti ol ( u 'en by ROTONDO to • v q —�� tights/) Opened and sew out ab g the sums MamW O.G.I Staf1t0.0 Ier ax' .c ILA�py and t frames / covers to grade is to be installed on ones, outlet and i baffle IX1fN�110iv fIO AT ucus PperJigs. L� NJ EWAL®! 13. BafPle wall to be Proeas[ concrete (watel-li¢M1t sealed to sidewalk) or constructed 3 _ _JI { of mortared concrete block eirendEng to 6' Latin, Interior ceiling with Seb. 40 PVC tees (nlverted U") as shown. - IC PVC schedule 40 INLET TEE and OUTLET TEE WITH GAS BAFFLE a - 70fN. MJIBpi ORFlQS 448, A Proper length to he instWed. LATERAL DISTRIBUTION PIPE ORIFICE OPENINGS NOT TO SCALE PUMP SYSTEM 15. Rotondo ST 6x14-35 concrete H2O unit (or equiv.) with co2Preesien-joint seals and Phallic sealer (or as required by ROTONDO to insure water lightness). 16. medan.hole riser to be fitted with out iron framejoint to and cover. AN joito be m)nettar or 17. Outlet mnhole riser to be fitted with Hydromatfe mvei for mnnmdon Of ratio End control box pedestal. 18. handled pumps to be test run by engineer once SAS. is installed, prior to finish PER stone cover placed over the Inciting area lateral pipes, to verify now rate. LEA HI G FACILITY 19. Excavation to extend to depth spetified. Replaced heeding under S.A.S. (overdig en) to extend 5 beyond S.A.S.. Overdig material to be clean medium -curse send conforming 310 Y CAR 15.2550). 20. Wished stone base and new stone cover material shag conform to 310 CAR 15.247 In. Orifice drilling Schmieder must be followed to ensure priTar end equaldonne of I the entireo S.A.S. ALL dice .holes shall he drilled with re 1/8" bit to prevent any burring (enq d subsequent new deviation) of theInner outer pipe wall 22. BnkfW mat terial over them stone coshall be plaed an lifts rid lightly eo.idwan d to Prevent depressions dueto a thing. DATE: TUNE 1, 1997 Tadip.PC'_L NE:RICHARD G. HAWES REVOCABLE TRUST e�A"SraTEAB NOTED 38 MILL ROAD / pJOB NUMBER: SE4952 L NOIICEOFINTENTRING 9-12-97 ACUSHNET,MSEPTIC SYSTEMDETI:IILS DRAWING'+-+cE - A D2743BADDEDNOTES ]-09-97 � NUMBERFULDWORK BY: N/ADEBIGNED BY: KENFOR7IER A SUBMIUACTO BOH. FOR APPROVAL 7-01-97 APPLICANT: DARTMOUTH (SPORTS DOME L.L.P.DARTMOUTH SPORTS DOME vt REV. ND. DESC[tlPT10N DATE PETER TT. HAWKS & iOHN E. WD,LIAMS, PARTNERS OLD REED ROAD 1 DRAWN BY: sUEBBULFT 124 HAWTHOIEIN STREET N. DARTMOUTH, MA 02747 ( ©®BY° NEW BEDFORU, MA 02740 BED PLANTING SCHEDULE DARTMOUTH SPORTS DOME IXAII 1301 �1f ' ISOI Q DOME EMPLOYEE PARKING SUPPORT , lel t BUILDING . O Px leol o0 0 O © O p O pop � O g =I p /Q) SwA 61 © fill� / �1 O W p � DETENTION �`� DETENTION POND POND Q O D Isl '..O ° 1sl ly ��•� ©©© Q O O © © © O © Ql^% QJ hi.' o G% 99 51 z KENNETH R. FERREIRA ENGINEERING, INC. 46 FOSTER STREET NEW BEDFORD, MASSACHUSETTS, 02740 TEL. (508)992.0020 FAX (508)992-3374 MARINUS VANDER POL JR. LANDSCAPE ARCHTECT .REGISTRATION No. 437 DATE: V = 3 ' 1997 TOE NUMBER: BE 4952 C FIELDWORK BY: DESIGNED BY: NNRINUS UgdIER BEy. No. DRAWN BY: MfN WArdnO M�Ni4M4" PLAN COMMON BOTAMCAL SIZE NUMBER Io;Y NAME NAME REQ•B 4Bd, IA J ans Femfill4 Pot® 'Jrlmae' 399 20 pleoe paced IB Fee Spay Fe Cy CWmemypt¢oblomlBimidcu 3' 4 2 Bodv 2 H=Jmllaae Holly ➢aemoa'He ' 24-W 30' 30 Plats 213 e 3 Hidcoteoowd Hypcimlo 'I➢dmte' 3PH= 25 plmts St lahllewat perb4d 4A Compeer luMbe La 18'to24• 33 4B Im Bax4 1104 ➢ammm4rnmge4 I8•to24• 20 4C W➢soo'9RhadadmGoo Bhododmdtop la Wiimld 18•to 24• 3I 4D D Grtmlapose Yew Taaauspell44 I8•to 24• 46 4E AvMAraa Wiibw S4liu puma 3allon 20 5 Bu gllush Eu Alm= 1)=llm 50 6A 40 ba WJL White Rme Ram MuiOflm (IBmCe I8•WW 53 6C 19 TREE PLANTING SCBEDVLE I•f.AN EEY COMMON NAME BOTAMCAL NAME SIZE NUMBER IIEQM F Faglivh Col�vOek Quve=mbmfmlipm 255'-3" ] H Blm Atln Cedr Calms AB4ptiagVpa r-235" 2 L Gmmspvel.wdm nu;.am,l.m lPs�sPbe 2W-3" 2 P Whbe Pme Pmus s=abw T-19M 34 R IWO& Quemy mh,e 2Y-3" 10 S Nm Sl Pi�v 46ia _ 8'-I911t 8 OWNER: RICHARD G. IMWES REVOCABLE TRUST 38 MILL ROAI) LANDSCAPING PLAN DRAWING ACUSHNET, N4A OZ743 NUMBER DARTMOUTH SPORTS DOME APPLICANT: DARTMOUTH SPORTS DOME L.L.P. OLD REED ROAD }V{ PETER 1. HAWrES & 10HN E. WILLIAMS, PARTNERS N. DAR'I'MOU'I'H, MA 62'%47 124 HA THORN STBEET NEW BEDFORD, MA 02740 I BI 60' hgOE i R040WAY e¢ / EASEMENT � i� 4A124 st. 1/ dba �}pfALIFMIlN.6)<'OEe"CIaSS 52 @IQIT-uM'O aN.TlFIR9N RPE `,A,Yi tt e I N68'-88'-00'M / IIIBS' / V i i 82 t Q �0� 04� / sra 90 J Its 94 92 90 is u 82 N ID m n n ro NOTE: ALL CONSTRUCTION TO CONFORM TO THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS "CONSTRUCTION STANDARDS" AND LOCAL DARTMOUTH O.P.W. SPECIFICATIONS �LYY=60'� ______________ _ 2Ry' GWE. i% AH41N#M ------ sTA <.Bto— Hn F=B Ui.4521Rr0 S ORNLFa TSATaAIIYN AnIB R I TOF=BCs2 IYRCPIYOU=B20 YYINVL-80.80 IN0?BOID . svMP =n.20 KENNETH R. FERREIRA ENGINEERING, INC. 46 FOSTER STREET NEW VEDFORD, MASSACHUSETTS, 02740 TEL. (508) 992.0020 FAX (508) 992-3374 PROFILE OF 26' WIDE ACCESS ROAD HORIZONTAL SCALE. I" = 40' VERTICAL SCALE: I"= 4' CLDATE: JUNE 1, 1997 SCALE:AS NOTED 41 JOB NUMBER: SE 4952 FIELDWORK BY:ADESIGNED BY: DRAWN BY: .No. ➢ESCRII'1'ION /( CHECKED BY: OWNER: RICHARD G. HAWLS REVOCABLE TRUST ROAD PLAN & PROFILE DRAWING 30 USH ET, M NUMBER 38 MILL HT, MA 02743 DARTMOUTHSPORTSDOME APPLICANT: DARTMOUTI SPORTS DOME L.L.P. OLD REED ROAD PETER rr. HAWES & tOHN E. WILLIAMS. PARTNERS N. DARTMOUTH, MA U2747 124 HAWTHCIRN STREET NEW BEDFORD, MA 02740 I U2" WEARING COURSE �o 1112" BINDER COURSE - 12' GRAVEL, OR Ov'Pbp AGGREGATE BASE GRANULAR BACKFRL MATERIAL a SUB -BASE USE EXCAVATED MATERIAL IF SUITABLE AS APPROVED BY THE TOWN ENGE EER. MAXIMUM SIZE 6" (NO CLAY OR ORGANIC MATERIAL OR S1ONE WEIGHING OVER 30 Le. ALLOWED ) COMPACTED IN 6" MAX LIFTS TO 91 MODIFIED PRI TEST COMPACTION. 6_ —PIE BEDDING -BANK RUN GRAVEL MAXIMUM SIZE 3-. 0 TYPICAL DRAIN PIPE 6L 9 OLD. 9- STORM DRAIN TRENCH NOT TO SCALE NOTE: BALED HAY EROSION CHEC%S ♦ MUST I RSOPRAUNTIL GRACEMOPES ARE PERMANENTLY STABILIZED. II I - IFl OW REPLACE AS NEEDED.. III I- . PLAN I R W a• OF MA wl AS N ARY FOR STABILITY. ITS � EMBANKM NT i ELEVATION EMBANKMENT APPLICATION HAYBALE DETAIL NOT TO SCALE -1pr _: L 40 PLAN VIEW —TEE PLAN vIEW-DEF OR LESS CTION 45r NORMA -TRENCH �WIDDTH CETLEnON AT L a 4'� SE A PLACING CONCRETE • PLAN VIEW —DEFLECTIONS SECTIONAL VIEW GREATER THAN 45• THRUST BLOCK DETAIL NOTTO SCALE KENNETH R. FERREIRA ENGINEERING, INC. 46 FOSTER STREET NEW BB'DFORD, MASSACHUSETTS, 02740 _ TEL. . (508) 992-0020 FAX (508) 992-3374. PRECAST CONCRETE CATCH BASIN NOT TO SCALE TYPE F CATCH SA4 FRSUME B GATE A5 W6 BY EL. EBYW MIDNIGHT C0 AZT. XD LF, NB2 ♦ FLANGE q[ AP%gVEp EQUAL PRICES MAT ME USED FOR Usu ro •. ADJUSTMUMTA aL NNN MDRAMA 8 AME TO lFR LazOISCTIN OF MORTAR AS ME MIN. •[ ALL uo[TAK xw of -v DENIM J �\ J)o[ IS 10 J CAME TO BE PRECAST - ix N CCA LXOT`X=0'TE SEE WE L[�HA [[ U. I CLEAN _ PERN„ %N 20L+A FOR MAZE DETAILS NOTES: 1. DETAILS NOT INDICATED ABOVE ARE -0 BE SIMILAR TO THOSE SHOWN ON 2012.0, 20110 Z. FACE OF PIPE FLUSH OR NOT TO PROJECT MORE THAN i FROM FACE OF WALL ALONG CENTERL NE OF PIPE. 3 FOR DESCRIPTION, MATERIALS AND CONSTRUCTION METHOD, SEE SPECIFlCATIONB DM DEPTH OF SUMP TO BE x R WNEM A CURB I IS INSTALLEATHE OPENING 13 TO BE 24' • IF X 27• t IN 201.4.0 TYPICAL. GATE VALVE NOT TO SCALE .DRAINAGE MANHOLE STRUCTURE MANHOLE FRAME S COVER AS MD. By EL EBAROR FERMI.% CO CAE NO. LA260 LK IO,CR APPROVED CONSUL TWO CCKI OF BRICK M �Slx AS Of BRUL0 OF SIX GAS BE COURSE IN FULL BEO OF [\B'-DR. ' TAPER IN 3OR LP COURSES WRUBLE �fi' MIN VARIABLE 6.0'MIN BLOCKS TO GE -SET IN FULL DEPTH ALSO BEO OF MONTAA, vaq. 1,FJ PIPE FLUSK OR NOT TO DJWALL TO - PROJECT MOVE MAN MAX. OEM INSIDE9 F ET a ALONG CECNE OF SMALL OF MPS 2RIJNEOF MORTAR PIPE MR OF IIXVERT TO BE AGER$ lY0 FLAT. WINES 0 MW. 8 MIX.MLL 30 OF 4•BASE TO BE CEMENT CONC BELOW S FEET 12600 P&L, AT 2B DAYS I OR PRECASCONC. NIN W PLATES. 1See 6 wo, I AL 2-yF. INVEgTEO aRcx WIT" BRICK CHIPS AND MORTAR Or BRICI LAIC OH MGM CEMENT MNCC Z500 P&L A' S STREZRS 20 GUYS I AND r47 VERNON, DRAIN, 1,PON Dw SL NOTES 1LN[[ s' A MI N. a^ SECTIOxAL PLaiES-r TYPICAL HYDRANT INSTALLATION NOT TO SCALE I` ETSUI TO BE FlLED WITN CEMENT MORTAR MORTAR NOT REQUIRED IL IN VERTICAL JOINTS SOLID SECTION: OR FILL MOLE W T I BRICKS B MORTAR; OR FULL WITH CEMENT COMO. t SOO ou. AT 20 GOT$ I <: SECTION A -A PLAN OF BASE of NOTE ALL CONSTRUCTION TO CONFORM TO THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS "CONSTRUCTION STANDAR05"AM LOCAL DARTMOUTH D.P.W. SPECIFICATIONS CATCH BASIN HOOD ITI _6• DIMExs Oxs 1 uevL e'wo 10'ngE WB. O" li•wDIs- PIPE FAA (-11•r -c TOP 1' [J TI I - TfEYF 6i --}-3" DETAILA- HINGE ]M= MET 0An UT, HENA BRASS BOLT BNUT --A R TOBLwI L=RPA A�R�y STM[NAA[HM [LAM. TU SIDE BACK E IN PA p{,gq IN ARTN �r 1� u' B' m' II} x' IF TYPICAL GATE HALVE CONNECTION AT TEE •, PLAN VIEW NOT IC) SCALE R • a - A B L O E F G N Ewu�naN • Woos• - BEDDING wOrmsmu. mar R. DATE: )NNE t, 1997 OWNER: RICHARD G. 14AWES REVOCABLE TRUST �� �,THDFN SCALE: AS NOTED 38 MILL ROAL) CONSTRUCTION DETAMS DRAWING ExuEn+R -JOB NUMBER: SE 49sz ACUSHNET, NqA 02743 NUMBER 1) )IAT- MERRE RA m E3 4 I" DARTMLD RE SPORTS DOME O F'IELDWORE BY: APPLICANT: DA BERM MHAH OLD REED ROAD 9 FMIsrEMN� DESIGNED BY: A NOTICE OF ILET�IJT I=wI�G 9-¢-9T pETEAT HAWFgS &ROHN E. WD.LIAMS, PARTNERS s eDnvC° YI REV. ND. DFSCRD'fION DAY'E 124 HAWTHO �( DRAWN BY: NEW BenaoRD s ETA N. DARTMOUTH, MA 02747 cHECIOiD BY: DLIMEx 60' RAM. M Is, ww (.iB CPCBWIQ r �� rr " r r u, r •CiIAVR S101I f1whilli/ f, 1{'MFNrIGCpFYMFN VARIB �Q 1)'BIOGf09MY ISBP r / tYG0.0V6BA5ECM66E.. WIIA IWWWWBSiliiilLLFF�-��!!/ N�mar 60 ftAIGHT OF WAY 8101FMratlwNpwsufaaEF-Wien) Me` 60 ft. RIGHT OF WAY Ihpnle/ISaPnsFlramF-sWmnl TYPICAL ROAD CROSS -SECTIONS NOTTOSCALE a- swEDDED azRx NIucX / INSH GRADE EMOVE BURLAP FROM TOP r_n- HALF OF RDCT RAI. L. jj ik�Oft_ MR.. SEE SPECS. SHRUB PLANTING DETAIL REIHWRCFD M:W RLYLER NOSE I/24 ABLE STRANO . 12 GAUGE GALVAN DED ANrEPLEp TVASTE➢ WFIE REE WRAP OPPRDNEDI LAP E1A OOWN. DO MT STAFI S T STONED STARE INFER 21 EATTE STAKED GREEN LOWER a' TREAIEO WIPRESE SHCONO,51ANE5 agate. E"wevagoFROM N10N10 R TRI HS IN F R AN FROM TRUME ESO DNVE31 AT to WIRARRAIE E. GPlI1.LFDRimpi WITH { EBIL b'. M9RenJ MN. 3' SHREORD 611M MM1LH FINISH cggpE �T BALL FPOM TOP HALF OF FWI l r3 TREE PLANTING DETAIL KENNETH R. FERREIRA ENGINEERING, INC. 46 FOSTER STREET NEW BEDFORD, MASSACHUSETTS, 02740 TEL. (508)992-0020 FAX (508)992-3374 Design Data 8 General Naves (1 Concrete strength Pc 4,000 PSI ® 28 days. Density 150 PCF. (2� Cement, Porflond Type I or III per ASTM 050-81 (3) Admixtures, air 8 plastic zen per ASTIA C233 82. (4) Air entminment 5%-7%. ry4 MiA O1ARi it rR b1 5 �I ' a FACE SIDE i— iVq. NO.3 REBAR ENO ELEV. Lktro XsEE DATA CHAFF FACESIDEELEV. PRODUCT NO. SCS 0.5 MANUFACTURED By CHASE PRECAST CORP ' OR APPRDVED EOUALOVAL CONCRETE CURB DETAIL NOT TO SCALE STONE SWALE DETAIL NOT TO SCALE aaFw ImINE1H rR b1 5 �I ' a FACE SIDE i— iVq. NO.3 REBAR ENO ELEV. Lktro XsEE DATA CHAFF FACESIDEELEV. PRODUCT NO. SCS 0.5 MANUFACTURED By CHASE PRECAST CORP ' OR APPRDVED EOUALOVAL CONCRETE CURB DETAIL NOT TO SCALE STONE SWALE DETAIL NOT TO SCALE aaFw ImINE1H 9Y.maFIM NNETI 1'9 RREIPq �: WNM � .ML 5 9FGIsl �sURV6 ExEa DATE: TLINE 1, 1997 SCALE: AS NOTED JOB NUMBER: BE 4952 FIELDWORK BY:. 2AMbl DESIGNED BY: DRAWN BY: K<A9 WEISrro2 CIBECKED BY: CONCRETE AND FIELDSTONE MASONRY COMBINATION ENDS FOR .PIPES UP TO 30"DIAMI CONCRETE ENOS 1 ANFEE ff 13 TIE 77 L. T- GROUND LINE UNIX IE e. rr ,. .• zPiFR ASS- cu .A CONCRETE FRONT ELE V4iION END ELEVATION L34R°N AD— eI LENGTHS OF aw[S SIELL III INCH oanv ARFe c ° a S- 5_9' 2- _9' 85 5.50 Fare; 1. FOR CONSTRUCTION METHODS. SEE SPECIFICATIONS. 2. ALL CONCRETE 01"IENSIONS SHOWN ARE WININAM. 3. M�� AIU Be NSEO OR THE QUANTITIES SHOWN III THE TAIN.E. T 206.5.0 CONCRETE HEAD WALL NOT TO SCALE ROOF TRENCH DETAIL 'A' NOT TO SCALE ROOF TRENCH DETAIL 'B' NOT TO SCALE (CRMDt4YMMIIXMTE 33ra4x6./A NyI iW 4'CONDIEIFMW 33Y 41 PoS 5 ttIPOf BDtl1. ����}W}S�Fn 1NVEAr'CHYrfR 21=91511 1t99a1 \ � Dec. \� AMWIN t GM HMMRNBBOLTB 6a9AlS.T 1Y LM¢NIFA / \ i I / EL=Ieua-- _ In611 OUTLET CONTROL STRUCTURE #1 NOTTO.SCALE NNBY£ M1[ B CD9FR AS Nf 0. BY Fl LEB W OX MMItt [0, GT. tg1A iee u no,GRAPPR09EDmue4 D-.+zs6 6+90.BB1W OFPIAIE it �ms + re . I r6 1 r T e OUTLET CONTROL STRUCTURE #2 NOT TO SCALE IOPOflpgll[LFp Fl=1BSA0 AttwnsmEaxxmst0 IMVEArouxm rtzr OUTLET CONTROL STRUCTURE #3 NOTTOSCALE OWNER: RICHARD G. HAWES REVOCABLE TRUST 38 MILL ROAD ACUSHNET, MA 02743 APPLICANT: DARTMOUTH SPORTS DOME L.L.P. PETER JJ HAWES & JJOHN E. WILLIAMS, PARTNERS 124 HAWTHORN STREET NEW BEDFORD, MA 02740 _ 8_` 952s CONSTRUCTION DETAIIS DRAWING NUMBER DARTMOUTH SPORTS DOME A A REED ROAD PARK 11 N. DARTMOUTH, MA 02747