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HomeMy WebLinkAbout0425 SANDY NECK ROAD - PLANS (4) T PIT DATA, INDICATES INDICATES SEPTIC TANK DETAIL: I DDD GALLON DISTRIBUTION BOX DETAIL: �g - 5 LEACHING TRENCH DETAIL: RE��ISIc)'N'-, SOIL TES PE RC OBSERVED NOT TO SCALE TEST OROUNOWATER NOT TO SCALE .. NOT TO SCALE NOTES I SEPTIC TANK SHALL BE STEEL 4 INLET AND OUTLET TEES TO BE CAST IRON, � I " NO. OF OUTLETS: _ S I 4-30-9G REVISED la SffibW TP I NAND AUGER I HAND AUGER I TP REINFORCED CONCRETE SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE TEES 30IZ -- GRD. EL. ._II0._7 GRD. EL. 13.ZAr GRD. EL. __t3-.Z4.._ - 0 v SH = S COR EL GRbUNDWRTEf� ELEV. GIRD. EL- 2 SEPTIC TANK TO WITHSTAND H 2•0 LOADING TO BE CENTERED UNDER MANHOLE COVER �-- NOTES, � � � �� L L � • •'• �u� • `�ti •` 1AM � � •�-1i� � BASED bl\l TOWN aF BARnIST�Ae GW. EL. ____5 .7___ GW. EL. 5 9__----.__ GW. EL. ._ 5_8 __. GW. EL. -_ .__ 5 RECOMMENDED MAN UFAC TURER-ROTONDO OR 1 1 DIST BOX TO WITHSTAND H W LOADING - �__ �TM D P.W ENLINEERIFIL, UPDATED -- SuRVE Y. AI TEGT FIT -W- PRECAST ) APPROVED EQUAL I ' SLH a-o a PERFORa E: F v� S 0 005 �- 0 0 0 U - _ - - -- _ __ r -.- - Sz • � � � I I I 3 ALL PIPE CONNECTIONS AND CONCRETE ----MANHOLE COVER E.L. Le BARON CAT NO. LTW300 15Z I ( Q p y / EFfr ,, �-9� Q ti)5�7 RLDh OCt�009 2' CLEAN 2' 2' 2' CONSTRUCTION TO BE WATERTIGHT BROUGHT TO FINISH 4RAOE (UIA'Tk&ZrI&4T`) BOX 2 P'kJVIDE INLET TEE OR BAFFLE WHERE SLOPE OF LEti E OTTOM 1 pFc .N 0-SI MEDIUM I I INLET PIPE EXCEEDS 0.08 FT/FT OR IN ' +� I I PUMPED SYSTEM. -_ 4iI __ r-,--- _ __ _-- -- " --- GENERAL NOTES 3 SAND 3 CLEAN �3 � CLEAN l.4 4, �,....—__--- 8 (. �- --- - L--- -� „• � c � 11 I.Lo' CDAIC. 3 _ covEr+ 3 FIRST TWO FEET OF PIPE OUT OF DIST 41 4 4 SANS SAND BOX TO BE LAID LEVEL THIS PLAN IS FOR DESIGN AND • I 11 PLAN VIEW PROFILE 8 --- __.__._.___._ 1 E.L. Le BAP.Di.! COVER S S - - --- CONSTRUCTION OF THE SEWAGE '' � --'-- - - - - - 11 Ip' ! 1 RECOMMENDED MANUFACTURER MEASURE LOPE AT THIS POINT 5 5' 5' 5 --- j S VMORi1AL HATER LEVEL _ CAT Flo. LVC 13ZS 11 OR APPROVED EQUAL. M DISPOSAL FACILITY ONLY. _ - - - - - - - - - T l � 3'I PLAIN 3OLTrzI) &ASKETfp� 'I �?211 DIST =150xSLOPE 2 ALL CONSTRUCTION METHODS AND 6 6 6' 6' NOTE: 1. V' DEEP CONL. I _i +J - 20 I -- -- _ LOAM 9 SEED �}' IQIt I PROVIDE ► - A -- �aLASr REQUIRED INLET TEE WATERTIGHT 2°/ MIN FINISH GRADE MATERIALS HALL CONFORM TO MASS �' " , D E G E TITLE 5 AND LOCAL BOARD 7 7 = 7 7 TO KEEP TANK 4 to -- - +--- IOINTS(Prp) ,1 I• -�- .I 1 x - _ - - - 2 i 1 OF HEALTH REGULATIONS. — .I - -- --- � _,4 , �1 ♦'.O` YIN. OUTLET �- i, f-� EE 1 I I r-J .T MIN 3 ALL PIPES LOCATED UNDER PAVEMENT '� LIQUID DEPTH TEE No t „ I ; FROM FLOATING - 4 -10 INLET =1L1�1 N �• 4'OUTLET t5 •al �' r SCH 4p yam' I 0 I ' i I 105 . , MIN OF I/8" TO OR TRAVELED SHALL BE SCHEDULE 9 9 9 9 � 17z" Sr R-zl 811 � � - .G"r-�. , -�2„ �- f , 2" WASHED STONE 40 OR EQUAL 4 THERE ARE NO KNOWN WELLS ' LOCATED (THIN 100 FT OF THE 10 10 10 IO' - — - 1 -- 1 BOTTOM )N � `- �^I 3/4" TO 1-1/2" DOUBLE PROPOSED LEACHINGFACILITY NOR otf, BOTTOM ON LEVEL !TABLE BASE J�O;p -�— ,I �•�_� y (fyp) �LEAR Y•` aPd.' s L-- 4" 2 " = � E\&L STABLE SLOPE = x rvp) WASHED STONE(no finBs) ANY WELLS PROPOSED WITHIN 100FT CROSS-SECTION �'� ' '✓ BASE 0 ANY KNOWN LEACHING FACILITY { PLAN-VIE W CROSS-SECTION VIEW L -. 3N TO 6 MIN 3/4' TO CROSS-SECTION ' -- 1/2" STONE /2" STONE 5 DESIGNED SYSTEM M I NOT iF 12 12 12 12 A GARAAGE WINDER DATE: DATE: DATE: DATE. (o. SEE SHEET Z OF Z POR L.ANDSCAP _ 2- al- 9D _ 4- Z�-qO NOTE '. TOPOGRAPHIC SUR\IE( WAS PROVIDED B`I THE ,� INVERT ELEVATIONS: AND PLANT LISTS. TEST BY: TEST BY: TEST BY: TEST BY BARNSTAE)L E D P W T. MAKCELL0 _ THE---MSC-._GROUP - NOR-WELL INC-. — - - " (..So - -- -- 4 INVERT AT BUILDIN WITNESSED BY: WITNESSED BY: WITNESSED BY WITNESSED BY SEE PUMP S DONNIIJL, _ __— E. gARRy_- �SNS. 6.O.H r "= �. DETAILS 4' INVERT AT SEPTIC TANK(in) too. (�D - — --- �+ 1 PERC. RATE: PERC. RATE: PERC. RATE PERC RATE SHEET Z. OF'L , 4 INVERT AT SEPTIC TANK out) [�.35_ \ DAVID ;. s --- MIN./INCH _ _ MIN./INCH ___.__ _ MIN./INCH ' A cCIVIL+ � IZ. � Z - - ' � 4' INVERT AT DIST. BOX(m) I •Z CIVIL ` � _-_ MIN./INCH 4' INVERT AT DIST. BOX(out) �° �zrI71 [STEp�i�,�� DATUM: �rNALE�G�.� 3 \ IS�LA1"E � �rLETLANDS W ITl-IIN INVERTS AT LEACHING FACILITY: CONSTRUCTICIN NOTES: THE DUNE COMPLEX.. 1 I I Z�N E C - - I. Ex SHENGDkAVYLNGtESAREERE SHOWN APPROXIMATE VERTICAL DATUM: ELEV. - 13.Z4 W� - 4' INVERT AT BEGINNING G '�� E UNTRACT:)R SHALL BE RESPON ���� MONUMENT- �j OF LEACHING TRENCH 12-. 09. .. h, E 'oR R' PER`L.Y `UCAT NG AND p F60ND (TYP.) / BENCH MARK: USED NAIL AT TKAUERSE POINT #1 o�/�� - 4' INVERT AT END ,ok.;TNAT Ne '•+E PROPOSED IG�y�A�"F ti� I ZONE Al /EL- II' ) II sTRUC ION ACTVITY WI . H , ` PROPOSED Z � SDR - ZI OF LEACHING TRENCH _-1 l .88T TPI l _ tit '-HE APPLICABLE UTit -TY 4L'91199COUnITY ` FEMA COMMUNII 'i PANEL WATER SERVICE FOKLE MAI ELEVATION AT BOTTOM uMPANY AND MAINTA�N'N;; •t RaAD LAYOl1T I `� ZS()DDI 0011 C FRor-1 Pump HOUSE TO ` x"T NG UTI,'T T a' PROPOSED REVISED : 8 19-85 NpTE : GROL)ND1NL� b.IIRE �1Ay OF LEACHING TRENCH i I . 4 1.11 - ;;vE ,,HALL BE Nv_ T C "EN GATEHOUSE GATE HOUSE. THE STATE OF MASSACHUSETTS o� y� EXIST gELO\[.l POLES • OBSERVED GROUNDWATER STATUE CHAPTER 82 SECTION tiUy ELEVATION _ S9 -__._ aT TEL I 810- 322 4e44 THE % ZC E �3 ENGINEER DUES NOT GUARANTEE Qy��` R ZpNE^�\ /' \ AbSUSTED GROUNDWATER THEIR ACCURACY OR THAT ALL \ 2 _;TIL',TIES AND SUBSURFACE STRUCTURES yE.L. Le SARON CAT. ND. LTW 300 EL E V AT 1 ON USINb WELL SDW ZSZ \ SEE PU M P DETA I L �� — � -MANHOLE 8 OVEF aS RELX IRE L OF Z) _p — - � SHEE-T 2 ARE SHOWN LuCATIONS AND EjR►uG TO FII;I H GkADE) PUMP HOUSE ELEVATIONS OF UNCERGROUND UTILITIES E.L. Lc 6ARDN CAT no. LVC 1 ,,ZS 5RINb TO FINISA (-RARE- �\I' \ \ _ _-ONT FROM RECORD PLANS THE I.L' COWL. SALAST (YLAIK COVM BOLTED GASKETED) S' ♦ \ _ - EXtSTIN6 CONTRACTOR SHALL VEHIF?Y SIZE, EL - E' " FIRST PIPE LENGTH �� \ \ ZONE A--3 L/�T-E HOUSE LOCATION ANC INVERTS OF -UTILITIES F BE SET LEVEL J �—�'\ �- ,r�/ AND TS�R STRUCTURES OF-CONSTRUCTION TTO FINISH GPrACE / FOF MIN 2' El 13.fj- \�2U PROPOSED OZONE C I DESIGN CRI ERIA ' �� ,• 11`l6 AREA _ 2 IN 4'PVC PERF LEA = ----- - 12'MIN- VENT ZONE Al O�` -1`_ � i J ��• ;4'PVC NCH a0 � a'Pvc; SCH ace 2"1/� 's�9'D�x�LF wasHEL sTONE� _. OLATED W ETLA N D� ' - _- _ �: ( EL. _ ►1 ) DESIGN FLOW: / T�= - Q l•.35 -_ 3/4-I/2"DOUBLE VwASHFD STONE `' \- ' J7L PLAN V I W AUDITORIUM : 20 PEOPLE x LECTURES Bsc�.�0� IZ,28 17 I I.t38 �: �' 3 GAL. / PERSQN -- - 5 OUTLET = tpp` EMPLf7`IEE-S �-•- I0 PEOPLE 15_ 6AL1 P =(�QGPD L 1 4LI DIST 6oz `I- 2.I1 _ .._ SCALE: t _ 113W GALLUN AOSUSTED H16H WATER EL. = -7.1 \� PRECAS- C,,NCRETE ID NOTE: WITHIN THE LIMITS SHOWN SFPTI� TANk N GROUNDWATER DgSEftVED The BSC GFOUp EL. = 5.9 REMOVE EXISTlN6 131T. CONC. REQUIRED SEPTIC TANK: \ PRD F I LE REGKADE ACID REPAVE WITH — i f C. NOT To SCALE I? DF GRAVEL AND I" of T`IPE - 45p x t. S — �7-� GAL. \ !0 T - I STATE SIT. CDNC- SPEC. SEPTIC TANK PROVIDED: _ IDDO GAL. �o I SIZE OF LEACHING FACILITY REQUIRED • ' ' The BSC Group-Norwell Inc • •' ip LIMIT DF REPAVING _____ - - - - DESIGN PERC. RATE: ___ _ L 2 MN./NCH \\� \ • '' • ,�q�E of �` ------- - - -- --- -- - - _ . Street 293 Washington - -- ----- - ------ SIDEWALLS = Z.5 GAL. / S.F. • / 1a 3 BOTTOM 1. 0 GAL. % S. F. PO Box 185 \\ . • . • • sT�yy o f _r, ��-___.. \ I �'/ _ �' ASSUME_; Lo" DEEP _x -3' _W.IDE_-TRENLti . Norwell MA 1 f - - \ 5 S GAL. /L F. 02061 H.A.=Z t .-. --' '' �' -7 f, /'• - y `.? 45D GAL 5 5 - B1. 8 L F. _ -- \ •ti / ''15_..� / ( � ! ,r, - - - - _-- 617 659 7981 tO I 517V -_ - / ✓ PROJECT TITLE L __---��� -_ __ - �/� , , t SIZE OF LEACHING FACILITY PROVIDED: CONST(l1PTrON 1�1�� __-_...----__.�` .r.--�- �` � ; i ` • �- �, r� � USE L� '� / o PROPOSED 2,1 sOR-zl L." DEEP x _3' W LDE x ' LONG --- - - _ �- — SITE PLAN �R;7KiN C7 / / � , r I/ C�----_ + I // -` WATE,R__..SF—KVt FORCE MAIN --- ---- — -- — - ._ �- -''"', ro GATEHOUSE U S - - _` --� _ __ _ TOTAL LEACHING z 8 S. F. \ _..,../.� �•�.= _��::r=_..__�, � � � _.�o" +you sE --- -_ ---- - - _ . G�►T E H O U S E 1 PUfIP \ _ TOP O` CURB /O.SO .w _ - _-- . - __ _._._ _ __ __ ________. ,3 SAND`I NECK ROAD 3 9 \cvu RtiEv 3 . _ - 4A R N STA B L , MA -- DB S to 9 /0.00 _ ___ ___._.___-_._ i 4 x 1 D Rim t4 05 E \�ryP)�►-� �� ► I�z"� SOR -Z) LOCUS PLAN. �A. SEWER FORCE 1'I G1� SLR. lZ.�g ��'� 10 S \ , \. VENT 41, 41 VENT .., \ c �._.__ __. -- ` �LEALH y p /fICEt�16#'F-.. HOLE t IAUr,ER __-. _ 2 ]l -. \ 34' �\ f"� S� PERMIT #34125 T � - 111 F� ° iovv 6A� /5 �DVN� o N L- ,_.,� / s I�I�'A p. ,= j-- \�\� \ RT TOWN OF BARNSTABLE \ 2 f "1- ''� T \ -' �j T 4 GATE HOUSE `.� AC✓/�p m t11 .. \� \ �.. \, / -p O� B CUKRENr 420 SANDY NECK. ROAD 'p � `a _may. t -' �N �,y vATEmwsE n tED LOLArIOIV � t �Spl�_--- �� � • WEST BARNSTABLE A=263-001 ° 2 TD F L AV aim ......... - . \ ` F DAZE FE6RUAR`1 20 1990 \ 'kTjyp 1Nl �-\ / F -1-Ky �,� COMP DESIGN G. RUSSELL 9 - _ - -- -.- -� POINT LOCU 9� s CHEL.K R. CHAPMAN 24 hDR-21 DRAWN D. LEARNED E D 1 I PVC UJkTEk SERVICE / 5��� _ \ ,i t �' PLAN VIEW HIs xlcuW H{.. utfl r«tf-MID II.11sC *Woo / �o� F I E L D v 1� PLAN VIEW 6 ._ _ 1 ./ ` HOLLKi A COPVRIpH?THtftEIM ;'p►YIMG Of ANC OLi� RfLESS 1 Ali•r• STAh TIAI PON'1 -T _ FI RnA-)] '� TQ , , >FRMISSION Of*Hf rnpvftG+'OW0001Ic,, _.. I .4/zy ,-�. oN�F.�owlrcHTeo wolf wI>�, N GREA I LE NO 8 1.F� SCALE : 1 ` = ZO 1MlAflrUf m MARSHES 11 5cA LE: 1'' = zo` s}Re4 DWG NO 3839 -O t SHEET Ex[ST It I I -- - - ------ - _ , GATE IO 9 I/2 III 9DR-21 PVC :+m"C 6ewt:R FUR-cE M IiJ. \ JOB NO 4-4�93.00 I OF 2 At ` - J , , AND -:SS OTI:ER `LLZ:A IS INDICATED ON THE DRA'i INGS OR SPEC:FT_-ED, OR CL__ AS U`;S::ITAB- E MATERIAL BY THE ENGINEER, �- C_7 L -A L MATERIAL REMOVED IN THE COURSE OF MI:-:ING THE CONSTRUCTION, IS CONSIDERED RESTdRE SURFACE ?C''SUITABLE. FCR BA:,.- ILLING TRE`,CI.ES AN,- 77' CAVATIONS AROUND STRUCT.:RH . EXIST-tNt, CUNL�iTiClfv BACKFILL t,7 1-i i FOOT OF AN-_' ST,UC = SHALL BE A FREE-DRAINi`dG 1. WI ING TO THE " m S':C IE`r SHALT- BE :NDERGROUND FROM A POWER SOURCE 4 , AS DIRECTED BY OWNER. ALL POWER CABLES FOR ?L-:^_PS ANT CONTROLS SHALL BE - GRANULAR NLkERIAL APPROVED B` IHE EN _:;EER. ".;_ED AND SIZED IN; CCORDANCE WITH MLANIUFACTURER' S RECOmmENDATIONS BUT S_ZEa NOT LESS THAN COPPER. 1S . CARE SHALL 3E EXERCISED IN PLACI 1G FILL ADJaCE.�T TO MANHOLES, PIERS, WALLS, GR-1DE BEA.`1S, FOOTINGS, AND OTHER STRUCTURES TO PREVENT LATERAL I. TH E HE.,ECTR_CAL C^NTR,CTOR SHALL WIRE ALL POWER LINES AND LOAD LEADS ON MOVEMENT. FILL ON OPPOSITE SIDES OF SUCH ITEMS SHALL BE :H77 AT APPRO.. AND AT �E PUMPS AND SHALL FLR`I'S Z TE v T ..E E- - �� PREY" �. `''� T:-iE C0`1TR0' LER D _.. I'1.�i i is y . _ ti 1, EN Al,A LZEA i 1(.T l EAR T n, INSTALL, A_YD CONNECT T �L ONTRO? 'vZRI_;G 3:"vE ., THE CONTROL SENSORS a,N�i THE CONTROLLER. SHORING Si__LL �..ED AS NECESSy.: . FOUN'DA TOT ' .vALL: i) AC;t`T N:G °� 1 ? F•. NOT WITHSTAND tiBA_aNCE FAR OR EQUIPMENT LOAD:N;US. 3. TH �CTYICAL CON'TR= .^_ c S:L�_LL BE RE�PONSIBL FC-7 >ETER` - 'V T' PROPER �rt �E PJ(,11 Vv; i - -� _ G HE RCTyTIuV CF EAC �' �r `I ;pT ` l 14. FROZEN MATERIAL SF NOT BE PLACED IN THE BACKF!i.L1LNG NCR S ..a_:. 7 A- . ( (: - V�.r� + SDK - ,Li - , .L ARE ACCORDI_;GL FILL BE PLACED UPON FROZEN `"ATERIAL. PREVIOUSLY FROZEN MAT. 4. _ :'IRE BE RE �':ST '' BE _..'C_iTL. GROUNDED :_, ACCOR�AVCE ;;ITH TH .•'_n`i:ED OR Sri:___ BE OTHER;vISE T:�E_=TED AS REQUIRED BEFORE E : J �/ G:.LCT.,:CAL CODE. SUCH WORK H•_ iN- FILL C: D- . :R`+_ ..__. . .� ;COSVD TL _ItiG OF ZaR H TO �ERw `TENT GZC �v HAS BEE`; ACHIEVED. 15. UNDERGROUNZ UTILITIES WERE PL,)7-:D FCRM RECORD PLAINS OF : :__" ! AND PUBLIC AGENCIES AND - -- ARC aPYOk:I"_3T ONLY. ACTUAL I. 1 _:!DNS :. EC RICAL C': _ ..z . �" `�OL�: a�JD ;tiI^E A? Tom_ DETERMINED IN THE FIELD. BE:rRE PT_%_,-N:NG FUTURE CONNE'.�. Tii . _ I f• ' •\ ...� �- _ ._ , _. N _L CONTROL EQLI_ r > r 7"R;:Si-'.ED TC .._ ' ", T:>_ HE SHALL COORJI`'A"E � p a UTI .ITY CO'^DANY ENGINEERTNG . -__�.RT•tE::T SHOULD BE CONS'.": .D. DIG � �. ._. ., TdE EN Iti OWE.. � � � ----- S PDT_ ALARM AND C _.CL ".vI?_..G S'iSTE:, WITH ?'"`iP INSTALLER. NO S'r'__.._L BE NCT�_ PRIOR TO A-V;. - CAI WORK -�_- _ uD!._,_ ;v."aOLT SHOP DRA:N-:N;GS REVIE. AND COiLv?ENT 3":*^T>-E DESIGN; EN:U'_: L. .. 16. PROPOSED GATEHOUSE TOILETS WILL BE OF THE LOW- FLOW (WATER CONSERVATION ) ` ay`� j A 1.i e9 IrJ 5T DESIGN, r+t i fv1A'TEHiAI 6. .::- C, NTRCL AND ..:.__. ?.._. __S S HA-= '. BE :`.I _. _._:` THE BUI-DING AS D'RECT7_' r pr �i� ST. N �TIONS ifs E: wTli ; r TYPICAL BEND ^nE r'X?S A`r'D ASSOCI TED rO.,^RC� . . ' AR 5 Sr_ :. �E 5, '?_. �S UM F'( N , c , _; _--. ?CRAG.: 3Y-.:� 1-l�V�. MAIN C ?-.;:_ 'O= PASSING 1: INCH DIAMETER SOLIDS . , r - ( ��IF ������� TRENCH DETAIL SITE PLAN 3. T3E - `;( _ _,.� S ._::E:BSI LE PLNIFS SHALL '_._7 AN ENPO SPRINT I EJECTOR PUMP D':-C.:aRG `I?F_. �... OPEN, 2 VANE CAPABLE OF ?'"`.'r?IN;G �.5 il.. AT 23 ?u Or .-OT 7 '7 7 THE PLtiIP StI�L $E SU?or I D C WITH A 1/2 �i? ( FoR SEWER oR wArE R SA N D\/ NEEK ROAD il5 v0?.� , I ?_LASE, ^0 HERTZ, I750RP�r :"Oi()R; 50 f'.-_ I'y0F SUITABLE - NH P E AC 'E D A.ND 5 PEE. OF GAL 'A.NTIZED :_ _ING CHAIN INCL:DING J, ynC CUNNEC. _N. INV AT WE I W. BARNSTAME , MA 4 ANCHOR MINI FLOAT SENSORS MODEL SM50NO EACH WITH 50 FEET OF CABLE OR APPROVED WELL - Lo.ZS .."`L':__ SHALL- n SL?F'_ i ED A_`iE INSTAL;_tU AS .:ET jILF,D ON T�IIS PLa�v. 5. THE BUMP CONTROL CENTER SHALL BE AN ANCHOR SUNPAK CONTROL CENTER, I MODEL 420IAFG, 230 VOLTS, SINGLE PHASE, 6011z . PROVIDE INDIVIDUAL PUMP r`r BREAKERS DEFINITE PURPOSE CONTRACTORS, AND AUTOMATIC ALTERNATOR FOR TWO, a0' EL6L\N SINGLE PHASE PUMPS. PROVIDE ALTERNATE OPERATION OF PUMPS UNDER NORMAL wI ~jt CONDITIONS; IN CASE OF HIGHER LEVEL , BOTH PUMPS REMAIN OPERATING HAND-OFF _ il AUTOMATIC PUMP OPERATION SELECTOR SWITCH, AUTOMATIC TRANSFER TO NON- OPERATING PUMP THROUGH LEVEL SENSOR CIRCUIT ( IN EVENT OF OVERLOAD IN W! --- = y PREPARED FOR : OPERATING PUMP) ; TERMINAL BOARDS FOR CONNECTION OF LINES, PUMPS AND LEVEL zi ', / IlZ FLHNLE Ttr^ SENSORS; ALL TO BE INSTALLED IN A BLANK-FRONT LOCKABLE NEMA-I2 ENCLOSURE, TOWN OF BARNSTAE3LE COMPLETE WITH ALARM BELL AND ALARM LIGHT. - PUMP CHAM ESE R ELEVS. 15AKNSI-A&L_E, MA. 6. THE P MP MANUFACTt'RER SHA T T 3UPPL-i. SHOP ?VD :.ONSTRC?CTI'ON DRAWINGS LNCLUD- __ }--- --� - - �� , F N ING ALL PUMP, CCNtTROL, ALAR 2 AND- �ETA"Q T'O.-THE DES IGN ENGINEER FOR RE:'IEW AND CO,'"M '+" �"' . ' .� .. �: : RICK LC CONti�'Y'c ,�ION <'. I � :. L QO _. 7, t PRECAST SEPTIL TANK i. EACH ?' !: IS TO CONSIST OF 148 GALLONS TO BE DISCHARGED I R�TONbD ST io x to - I VIF NO MORE :.z.�N 15 .'.. : ... TO PRO'IIDE A I INCH DOSAGE OVER THE BOTTOM OF . � - -- 4. 5� LEACH'NG AREA. ID�D 6ALLDN ! HEAVy [)UT I U � : � 1 y WITH 2,4" OPENING 8. C MAIN TO BE POL'i-'ANAL CHLORIDE PIPE (P.V.C. ) SDR - 21 PLAN JMF � J 4 2 "~ OK E-0L1 AL. -- _.__. _ GL NOTE & SPECIFICATIONS � � > t ' . ALL CAST IRON PIPE & FITTINGS SHALL BE CLASS 150 CONFORMING TO ASA SPEC- I _C TTONS A.21 . I AND A.2I .0. �• C T E T_,.T (Vi i)F r N '�6E The BSC G r I.SLJ P �TI(:.� , THE Group-Norwell Inc : R .�:1.L�_ INa sT.-�I.:.ED aT �tI��ILtIJ� 1 �" cLLa > DIsr.a.�ICE tTNr.. � �. _.. _. __...__._ --- --__---__-_ nATHR :FAIN. ]L y ui 19 Wahington Street f� PC) Box 181 E.L. I_E ARgN FOJNDR'-1 La . r.AT N^ Tkl 30D (WATEA- .'r1�etT Norwell M�a. 3. T??E PROPOSED CONCRE PT_ ?P STATION WET WELL. SHA;.L BE WAT =< / ?��� TIGH TO PREVENT We:' i:+r:L':RATIO.'; _ND EXFILTRATION. THE INTERIOR A-N-1) F.:'TERIOR SURFACES 5E G' TNl: COATE OF BITUMASTIC WATERPRt GR EL = 10. 5 -_-_---_A1FAL_. . _.: S`. ?=�1 -. `L�A,NY, INC. OR A:� APPROVED EOU:.._.. _._ 617 65> 7981 4. THE CONTRACTOR SHALL PROVIDE WAT :RTZGHT SEALS AT ?. .:. 7 AND PIPE LOCATIONS. - ^A vE r _ _ "� "S.Lr£R JvLAi� 1NVH7tV'�tOtriG�rZ:vU`fT 1 COMPRESSIVE .` ,� ^y1 ',A ( DOSE Y ALL CONCRETE FILL SHA BE C N ., , _ THREADED UNION "c� `_ t__. E. I54 I-1-`�N S Y n 3000 L Or ua.J, U' `DOTED LTH7 ;;TS7 P PUMP L() (L.f 1 �49 : . to ZS w: EN 0 M Znr,I INN 6. BLASTING, IF REQUIRED, STALL BE PERFORMED IN ACCORDANCE WITH ALL MUNICIPAL SCH 40 4" PVL 1 I`1L GATE VA�t_�( ___ ___ _ p�+a k 41 r ORDINANCES AND STATE AND FEDERAL LAWS RELATING TO THE TRANSPORTATION, J z3 _ t.1f"11NG c11n1rj ----- - ------+-1--- _. STORAGE, HANDLING, AND USE OF EXPLOSIVES. `- " i �2 E'�1L -- CHELK vHLJE ( F�Ar�6E soINT; DISC��:RGE SIZE 11lZ'� 71 . PRIOR TO $aCKF LUNG A.ti'Y PORTION OF THE WORK, THE CONTRACTOR SHALL HAVE EL_ : 4.58 THE WORK INSPECTED BY A LOCAL. MUNICIPAL SEWER OFFICIAL OR DESIGNATED 6SCTH PUMPS nN ` _--._____-_ PS!0!MAL N' ENG: wER/AGENT. THIS INSPECTION SHALL IN NO WAY RELIEVE THE CONTRACTOR AND At ARM ( RESPONSIBILITY FOR THE ULTIMATE ::. ;5 OF THE LINE WITHIN THE EL. -- ¢.Z1 - ONE PUMP Ofi F .'. '.SING TEST REQUIREMENTS. UPON COMPLETION, OF THE WORK, THE SEWER S fiE r? 'TSHED AND TESTED FOR LEAKAGE BY FILLING THE PIPELINE WITH - C .- 'FA?TER AND MAINTAINING A HEAD OF 2 FEET OF WATER ABOVE THE CROWN FLOATS ` BUTTON OF WIN DC�W = 14.15 ': -- a �' �R OF THE SEWER. IF THE _ ,K:AGE EXCEEDS 300 GALLONS PER ---___- _ - INC.; ? MILE OF SEWER PER ''y :> THE CONTRACTOR SHALL I � , . L:a+;_ _ .-,:`,D If.:': ,IR LEAKS, A,NID RETEST. t) i L F 1 Ch" F M INvr tp ;�4:�.:� PUMP DUPLE X ENFL SPRINT I- L`)A� { „ FL00 11 EL_. :)f _ :PAIN SHALL REQUIRE CONCRETE THRUST ESE,-TO R F0 r�PS � � 11z � SGH EDU LE SLl -r C 8. AN"' 'HANGS ':; DIRECTION OF THE FORCE BAN 2 1987 DET A S L5 BL O K AS INDICATED Oil THIS DRAWING IN THE THRUST BLOCK DETAIL. ( i0U IR l STc)Rf'I ElIENT ) 9. ALL PIERS SHALT BE PLACED ON UNDISTURBED SOIL OR COMPACTED PUMPS ��F _.____ -� - j ��>. � FINISH FLOOR EL. = 3.20 b___�_ ,_j, d 1 (I -;3'H 011 T E L BOTTOM SECTION FEMA COMMUN1i-1t 1"ANEL i 2 x 10 FLOOR -TOIST 10. N+a,ERIAL SHALL BE SELECTED SCREENED GRAVEL FILL. WHERE FILL IS R .t_?LIRED i ONCHF (F ,, f 1 l I. SGiJ � I i7i�I l L U N t_ r�S EL = l 1 0 TO SUPPORT PROPOSED FOOTINGS, WALLS, SLABS OR ANY OTHER STRUCTURE, -._- _-___ __ - - EL- II MATERIAL SHALL BE PLACED AND COMPACTED IN LAYERS NOT TO EXCEED 8 INCHES. EL. _ !'Sa -______ -_ E _ /A (De�"''71 19, 1`�SS �� � BOTTOM C)F � 1 l`t'_t� I�Ir� (1�NCK ET E COMPACTION OF EACH LIFT SHALL BE TO A DENSITY OF ATLEAST 95 PERCENT OF CIIAMBER �� �� '° - � TZ3P � Ct)Ks?,= IO.S �.•- .-- I'1 E R ti . , _ FE[3 RU AIC`I c D, I q9 MAXIMUM DENSITY, AS DETER`lINE BY AASHO TEST, DESIGNATION: T180, UTILIZ- i ! WET WE[- L T EXI�TINL, c�KAL�c� lO�__._.______---.._.... -_ ..�_ _ ING THE METHOD THEROF MOST SUITABLE TO THE GRADATION OF THE FILL - - - "'.' "� G. RUSSELL MATERIAL. 12 GRAVEL. FILL >1111=141+ COMPACTED BASE CNAPMAN c 1 ' . SCREENED GRAVEL SHALL BE WELL GRADED IN SZZ£S FROM 3/3" TO 3i4" AND ERE:' - Q. LEARNEI'D r11FROM SILT OR C'CHER OBJECTIONABLE MATERIAL AND SHALL CONFORM TO THE; RE- F r JOSS RE- QUIREMENTS OF SECTION M. 1 .03.0 TYPE b OF THE "STANDARD SPECIFICATIONS SEWAGE PUMP STATION _ _ �j p 11 ` r- r ',. A. �is��. b� OF- HIGHWAYS, BRIDGES, AND WATERWAYS" OF THE C0.`�II°TONWEAI.TIJ OF MASSACITUSE'1TS' f 11 V F t LE O�" PR0PIJ S�LJ GATE H L3�J �� +Bb NOT f0 SLAKE 1 Nf TO SC_AL_.F__-- - 1 _ 0 tj 31 4 of _ . W _ - 61) WNiTE CEDAK!5'�AIrJEb) - -- -. -_ ___ ------- f - 4 �� Z [FR - - - - - - - a- - _- o _ -• - -- -- ` tel:-© (JEDAR, �ri' (�1..��j -'', -_ --- I N � - -- 514r1 N.I.G. i') _ - - — - — - W tV .l - SA N DY NECK If J — I 7, ;A:,Y.(Pit g P PI c, £DA,� - - - N cow FT, 2n13C 14. 1 � (SLAIN _{ > �---� - ----�_ � i II - - --�-. ___ ._... -- - -_ - I , f I - y i I J I I i I ' I I � s + I � m t m 1� i -..--j-- - k I I -7- j - — ;41 ? _�N C ---_ - - -- - "-_�_- l Q _ I Q Z Y .- ` ( I _ ' ��� �T p /ter, a a I .� V �.I ILI Jk " ALUy ViFE RA�lrv}(l�. � = Q N OC z V QA /S. 6, A a b _ I �s_�_�._ f _._ _-- � - ► r�--- _W� i7URA►Jc�plc _JvTill F wR. Box - . T 1 _ - _ -- -- _ l - _ AFT .. ..._-__._—..._-•---J__-.— _.___T-.._.- ..-'--_-�-'_-`�____.�._... '�._-. I __.-_ -- .-. --. _ Ve 6/V L1.C, l .. � '�.__- .. Y` r >'R��avr 1, '( E r - u -u ._. ?J-� Zi Ii 4-' 41 - it WEST ELEVATION EAST ELEVATION it W'UaLV. ST�: �I��'�� ` , T� �RD. , 3�� � ' w,�+, +wail- �' ' -_ SCALE: 1/4"=1'-0" _ SCALE: 1/4"=1'-0" LU -7 A I __.__,- : I t. _ _ LD - _ r,. _ Ar3v�� W -I 9 -- o - - - — -- --- —— I - t9 z - __- I / cc cr - WNIrE CEDAR CSTAIN�D� - I `�I 19 �- 1 a i f i - - 1 2 - y _._ , -� I�C o �•+�}f'-,�;.. }�'j r'?��� k: - / / _,I it /{, u, �., , / `r'� I i z F' p �1 5Ci C _ Cs W / � r o - - -- _ - - _ : - -- I - - - WN!TE c F c�hrZ - -- - / i +i LLI a i �' O 40 � I 40 F Z_r ref' W,(, IX(o RiEZE{3D. ► A� T��' L = ,.- C "�a t. I<A.Y�. I Ni 0 5 i `✓ `I V` W _------------- - L) G M_.—_ - -- r - '� - _ _ _ - _._ — . _------- CD 1 I 1- i �ri _ftwA low ; W i t t - -- — (' I �-�- I t , rM o r ' I, I � F I� � T-2�� TO �� r 1 _. i_ � h � I� a --t ' j� i { � - � r �- � � -a 3 b►J ��a L E h ,�T .� T -Y 1 - - -• ; S - �'! =.:13'xi,�6 0 - - -- t_ r� ! 0 3 SIT���(Q -�,,r�l� --- - = , a iIx 1 I� j - ! , _72l � N H i 1 1 � Z Y.10 At3Uv� W o , , u - -- __ _ _ --- - ,` -- - - 61.E EN � - - � .,--46 R�fz I 1 4 4 15 !� _�� � .} C� � � �I � 4A p �'�' Iti� � o o u; _ _ _ e - n _.. L '"T` � r"1 t..j'i I ( _' ! ' '�' 1 . . _ k , W d NORTH ELEVATION ? s A��N�, FTU' �Y��' SOUTH ELEVAT16 � r4FOr:MAjio►� � _rfi w> a ; 1 _ =h1- I I I" � W Y Ii < I" fL Z cc SCALE: 1/4"=1.-0„ _ _ SCALE: 1/41,=T-0" I EKIOF SC.FZE 1 Z W W ! 1 Li oil I7 - 7j' '-cal' p /2 !�// ! I r d I - ;q'�'/ 10 'L 'p ; O'I �l 3�,1 0r4'! n „ .�� F- a �..r i ry 4 ��. 4" m 0 p 00 d F A. i: , 1 -�- l a c�K c ' 1 / O rq'- � - I t 1) N u _ -- _ _ 1 t I v O z 1{ ( ti� '3 2 W I - I AL-rwz DATE # J ,©,.I c_, S u al (1J E �`� C d I ' ! I z °C o u 4„ ., ! I a I 1 ' I 1 r{ Q OD - I ; 1 X' �, rr I x /t" x 12 ..orJr �T6, 1Ypl I _ _n c C _n 4 T 0• b�� mow. ,U �r�P'+1s , 9� - Glr3_ g Cs 3 �n i 2KId Flr'plxFi Pr _� I E'+,y Q I t It f �od,.. Soilvl +�f4' i i' uWi M - I ( a _ 1 W W J � Z 'Y rt , 1 jI I 'y I �J(1 W i y iFLOOR PLAN ' � I OA : I i I i 11 N Iy E! � I ILI 4__ + _ ,- - - ; _ � -�- - --- - -- I - , , 3 a # SCALE: 1/4"=1'-0" r I _ ) 2 0 24 - G! ,I 1 ST��, ' �4 c 1 I I I Z x FLOOR FRARM IMU PLAN Z � T� ,e- C. LOC TIO -_—�— . N � I . ROOF FRAM�N� PLC► _ I MGMr:,�rz. - _ I � ; SCALE: 1/8 -1 -0" L = o � , i- � I ,' Zx 4 SCALE: 1/8 =1'-0 ~ . NOTE', cA� cork. T T P MAY CHANCE A5 PIRt;cjEt715y r I t {; -� , Co�I I I 2x 10 Rr Vr4F_ ENC� NEEEK IF sITE 12if10t45 I ; � WARRAI - 2 Zr�� L '� L 1a RIDC,E is � x � A. k.i I vo W t tJ r� av R r �t 4� ti r \ / �6SN SIZE F,e lH6F, \ I I�„ + i I , � I 1 i o.G 3 ' � , 12 t � IL zx(. .G,� i i SYMoL- TY PE. W x i-f ! I II � --------'--------- f..•�' 2x`� RQ��-i t4R. 'rTlt�vER 61e:-YaJD �Q� A �U F L F IJ U LJ Z'-Co%g"X '-5 ` 4 2.Z d u n E R 5 E►J 214 2-T 7 I(�" �G . .\ I=�sT�nt't- w f-fA R� �t I _ �� I ' I `� - q __. ------------ / �FTV-,t- u�a,,}o I ST5 ; i I ` I t r n�8 u►1 5' I "x 4'-5! " 2 x22 �ut7eRsu Z- � 42 Z �� s �S v'' G�ir '� . 13 MU - ' " x 0 6.1J D I _, C a.u.1 W tLJc'q Z'- . .y 2'- r0'/ Zf a. �R�e� A--LI-T i I 'c u ._ � GAT HU�� 2-(�� � ;' - I �� 24 � ( a►�nERSErJ 24210 -r _ s I _ �+I 4 20 t.E N � I cc pi1 ca��ITIIEVER OFFIT �`forfP-+i I oN I - I I 11 i, - , i 0 I BevoN ;, art 5 jl11 v ul - " E I , ( J O iiW. I r1l , •__ PROJECT N0. 2 Xfv FAT.WALL.5 * a' s L J t�T 1ci" C✓c: i ' I ,� , + __-�— _ _-_ , � __-- _--__�_. SHEET N0. Mtj. N�cIJ44 C� i 7Pl I ^IL' flla p►iL. _ _ - --- I , I l } - I+dTH 5� q .q ELE&MON p -�� �� scAL�. NEW FrlGr 4 FtFPRO^RA.',rI S R sr;nP! C'n W �a1 E� Mots , �AI1�TEp N 13P / A Z x 10 �GF_ M ►�1t5- ��P, 3�. ( ps��p 6b. 1 � z - - --- - - - - - / % O _ Isc3 Yt�IF ces �i , \ N z a O I C�KA6 3A2 rl�j WOMEN I I MF-W --SiC�tJ'� �t.1, c, \ W W I { � TA,II4K MAY 66 I!o"X30 I 1 1 Mtn I -(AN K.1 F tJ EL Y, m c \ L ' j `'- ---- ---._ ---, — �.. '�J � ( 'TILT C7� ( j /� �,� \ I� —. �✓I] �'�t��� _/1"1 I i''N� } ' - T1 irlsuL.Awl , u�CD I2� �►-uSN f" _- 3G c�"' ! ti ,AT PIpESLA1Jp�µY. N nll i - - --- } -- t -- - - - - - - ----- -- ` W .. _� , A I }► } �`/IOYL C46Ee-TYpIC-AL Y 0 m m ^% Y. II ! (vljAL. I q R btJ Q a W ~ (5 I _ Ile . I I — � Tr�i M fir~~, � - --__-- r-�--- --- -' � I I � v I � j � �`T �'}i (ICI �� I -,_�-- �&:.��'t,• "`�� ..� � RIPnt:rJ -� rL U Ll L_&T i',jtrt�. s oLINI,c�� . i � IJV. SfF'vXF?i � 1(, vL P"7Lh T - m { N C su l - p 1 W Lu Ix UJ INTERIOR ELEVATIONS T Its a W -c �- -� I2 ' �15NGIEiZ, 13D z '( SCALE: 1/4"=1 —0' Z��- 1�� � HPIz, _ ____.,__ , � � � � �4 r`'�► L � ��, Z 3 Ix �>• �IL�� - f" = '� kl I tt1 f..1 1 1..1 G d5 i P•( - — - _ --- 1-�I JC C® �'F�I E z- W o � '�> � ►' r x z L- I cr 44 . u + / W 1D cc m i I l9 � xM 41 p W co I i 1 a cr 0 3c 91. W LL W 1— A d y a N ii F- t W _. ---- k' I I I a ac z � a GENERAL NOTES : I o °Co -- -- \. 1 . ALL WORK SHALL CONFORM WITH APPLICABLE MASS . BUILDING CODE a l�Ii � � � � I Woa AND TOWN OF BARNSTABLE REGULATIONS . I _ W LEGEND �_ _- -_ __.__ _ ; ` 2 . THE CONTRACTOR SHALL COORDINATE THE SCHEDULING AND TIMING � ' I I; o ITIII OF THIS WORK WITH THE SUPT. OF PUBLIC WORKS OR HIS I �iP ' I W W = W MINIMUM OF INCONVENIENCE. I+ �/ — 5 - SP S61ITLH 20 h• REPRESENTATIVE, SO AS TO CAUSE A M Ifill ELECTRICAL PLAN i t ' o a 3 . THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS . ANY DISCREPANCIES OR QUESTIONS SHALL BE } j II; I { u0W 49� DUPL �X REGEPTaGL� 2C�,�, REPORTED TO THE ARCHITECT BEFORE WORK COMMENCES , WHENEVER 12UFLE-• POSSIBLE . v1 _-----_—.._.-� _______-______.__-______ _...___�.._ .____-_ _ _...__. _ . _ _._ ._. _ 4 . THE CONTRACTOR SHALL PERFORM ALL NECESSARY DEMOLITION WORK CEILING IX UF,I Su9,f: F_ o -- - —__ -�---_ __- REQUIRED .F {I ( I { � �+ zd o ® C F11 L I Q s•i F X T d R,C= FZ E,C ES 5 I~D __ .__..1_ 5 . THE CONTRACTOR SHALL PREPARE PROPER OPENINGS AND SERVICES Ix►h L L >!l x u fZ E r !�� T�O�J `j D h V _1 i1 f�I� 'i{ -+ I FOR ALL EQUIPMENT AND MATERIALS FURNISHED BY THE OWNER. I W 0 , W U a 0: UA 6 . ALL MATERIALS , INCLUDING DEBRIS , TO BE REMOVED AS PART OF � 1 o z L,iM f N�Lt7 r it, �/� pULL � ki ITC Ij THE WORK SHALL- 'BECOME THE PROPERTY OF THE CONTRACTOR UNLESS _ � u Ex Na•US"T ��.I� OTHERWISE DIRECTED -BY THE OWNER OR THE -ARCHITECT AND SHALL BE REMOVED FROM THE PREMISES . F;►a1,SE >�b.R1'7 �.LtELTRIG f`j�a"j'�t�, �- > � EFT, -N�r1c'� 5 b.T 7 . THE .CONTRACTOR SHALL PROVIDE ALL CUTTING AND PATCHING ~ `--/,� i '- ►f. • .� I Je-iL�s _ _-__-_---_ .-,------_------____�__._ _ . - _ ._ __ _.__ ___-_-_-_____. REQUIRED, PARTICULARLY FOR INSTALLATION OF PLUMBING, HEATING �" Z G I�f,Ol1 �✓COY ' �; u a_ T�� �J I~a-1 N I✓g, �,V AND ELECTRICAL WORK. 8 . PROVIDE ACCESS PANELS FOR CLEANOUTS VALVES AND OTHER W4L_L._ P504Tz,,0 71E ,�.G � ABOVE CQU �iYEIZ MECHANICAL EQUIPMENT AS REQUIRED. �, �� fl .(�G,�d55 IIJ1,ULbTI <?� ' R-+� 4 '��,1_,TH � -� - - 9 . FURR AROUND COLUMNS , BEAMS , PIPES , DUCTS, OR OBSTRUCTIONS WHERE INDICATED, OR AS REQUIRED TO PRESENT NEAT APPEARANCE - TY�/C I�, �s.•�. fj. --- �_ I C'H T I t� `!i - - C H I i ' Ll_L F_ --_ IN FINISHED WORK. 10 . ANY WORK DAMAGED DURING CONSTRUCTION OPERATIONS SHALL BE YINYt �sE fYl' --. 1Y P E M ►J U F��TU l�E R ►�C7. F�oU►J T I IJ C, L_A.t�'l t' { , to ,a, ('Ro��R�ss T' 7I5& COIL.. �UR�'. T REPAIkED OR REPLACED AT THE C EXPENSE. - FIF106� 5-- {' 14TG_"P 7�+ 1 _ IL, R, EG. 15n � PAR 3� to y vE __ _ _ __ ._ _.-.__ 13 . AT COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL REMOVE �� G t'Izu��rR, S> T� 52 o b .L L ��URfi 4. ALL CONSTRUCTION, DEBRIS AND LEAVE ALL WORK AND THE PREMISES y� TIG � I • ? Isnki P6.� 3� DEBRIS , ,AND a�,UY. �I N pwz.I,nY, IN A CLEAN AND NEAT CONDITION. 3/�} ' PLY. 506-Fuz, _ yROGf�,ES`> �' lrc�25 WB �QLL �jU ►?,�. TLkl PAR 3ld - - - G> MIL, �"Y. V,3. ,� GO 0 t!Q L -5 ' K 1 r,t o 2 0 W �1"6% 1 1 �,�' 1✓ 'P��G �E SS t� 3 L.- ,l �. Z 8 �R b+s 11. U �►.,� % I �T 13 p� / _ 5 FI ASS M�1 i NSA.=-"T �>✓.F.tJ _.,.. --- : 1 .. �.? Ir U 1 t l � `1" S C. N u l -[AYE i NI r�c�uuTl�Jri vfa�.s� volt aM ' I WATT IZ, �I �. Zcv�l TUI� q ° I A kJA-L L t 2 ? z- 7 760 I 1 „ I PROJECT NO. 89-021 _ -�._ �/Z DID, nNc-►Io12 L1rG N AB klA,LL I 2�8 4�f3 Io��a _ �,� . . �Cla I _ ��. PER WAUCTII-= � SHEET N0. SEC n A O a NEW ENGLAND PEPPOGPAPPICS&SUPPEY CO