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HomeMy WebLinkAbout1730 OLD POST ROAD (CT & MM) - PLANS , : , f • p i APRIL , 1989 , t .. .�.. ; •r •l a .... _. .- .,, ..;- -._? � _ -: .-_�- ",r' _, ._Q-i - 00" ..?- A-' �J,//� .. ,--' � r �_ �-.�, _ � .� __ _ _`.�•.- .., . __ - - .. f,, •�•-' `Vest`Barnstable. dam•%" +�j \`� -- � ,.: -O, ,i' "✓ � .i``Y'-�v�' -Iff,/ .� �J' �_ ��_>r^^.1 .�� ,yy ` ,�--Ham-'-"_'� '� %-. l . s t •.;, -._ ,. •ro .- n, �`7� t ' '� z �. s: •r %` r 119 AS4- o. 44 r v „ \ {� -. .i .�--�4 .• a. ^�7- /,. .;'C. - •: ;, �. •"-,G.,�.r';".� "L' m '. Lyn _ .. ":- .. _, '. / d ^,O� ,..._x a y P �y;� t =�.n---�+'/ - "s -�' _ _ V �v - - a P.t ; 52 R' ,✓.. 'i . O .t, -_f /u a - D / z a F„ CONTR �IACT Triangle Pond „ J. _ - , ' y__ : % r - ' --.roo t C- - � ./ "'G H-.:.• t: , , fog C>. l y'i•a i .,� Y > no �-x-• I N DE X Cem 1 t � '�� TrJA w- c 1 R �- .r 'yta nber • Pe[ci�al c - .mot^ - .: _ �r b ca <�e 4rYCE - •p� / , \ 4�r,;.Lrt .t' ° 4' �Q r2s " 1 .a , 'IANEJ �V ' - I� •, tom'. ``'• .1" .-.. `. 4y .� - 'x,} ,.. .(��/,. % ,,�D o• _. - � - TILE SHEET N - — - - a J .. - + _------ - COVER S E— E T - s xil La ke Pre'. Q� - - 4.-E 1>jSITE PLAN LA 1 ) 2 x 'ea 7. Vy f. V ^ , _ ,,,/ P ELEVATIONS , SECTIONS 3 ,` rf \ -.:S '1 h � t-":' l`l. ; ! •`1 . h ( l ) h vJ�,:�• r LAN E S E S RIVE - - , _ _ DETAILS ( A - j!-_Pared .__-0 _ �a4�",7 - t tr, t s '\ <3 •y! ,;O.�rt o i �v Begs', $ ;' k r, �c w;.�`'`h"✓ ��Il¢m h l i R c (" :.. ?;. .'.,�,. „, 4: � •fi .-' ":. 2 e A 1 J,,�A\ /"ti':� �„t j FL/N T�- � '1 '.•!r 4 : � Po d 7t^ L A N S , S E CI T I 0 N DETAILS ( S -; r r ' , - v / Lfu add „" --� p,,..� -c.Ci3a^e• Pond f: -.•^� �/ 'Cra.;tir+rrl: �. -, Po17,f ,-. ....-,.\ J /� .5 �� -,{ « ��• � �; EQUIPMENT LAY 0 U T ( M - i ) P _ 5 o•a .47 " ,�, � •\_._.-._._.�..____.___-�._�.,,_-i�_R-_�-4. o_. .•• �_• ,' �r.; ._— M:L l_.�:' 85 ,�O_.[-_IJ-_. B A R:�,ys_.T,-0 BYt� _F_ _ < __�_ •�---- „✓- EQUIPMENT' DET ILS ( - • r a , _o.< ~_, __. ,,;_ T o _mo t, \ ,�02J 2 ) 6.e STOSNERAL NOTES ? AON0. rond. MIS ELLANE USDETAILS ( M - 3 ) 7 Location of all utilities and sub - surface structures are from F e survey and records of Town , Corporation n s etc., and are Public _ �'_ « , ;p a�'t�ar3tens'. •i 7. _ {j(] \ t, � i I_ ER LIGHT ELEVATION LEGEN E 1 ) ° , ,Y �. ��' c_. a .� 2, ._-�,�'__"' "1 ___ �r. `G�" .T £PHA _..q„ - , , r d r ximate both as to size and location and _ -- c on s d e e a o = 0. fir `V - . -- - - _ e' . � -- y,..,' �4r'�- ✓( � \ POW LIGHTING N & D ( 8 �r �� w 0 A d9* '= o` are indicated on these drawings to give bidders a general :; , $� _ d a , t BWu Y PLAN - 2 9 y . : 5. .� _ , i. ,•�Q _, -� 1- UNDERGROUND R 0 D PRIMARY i M A R SERVICE�, I E L N ( E idea of ex�stin conditions to be investigated b the bidder. <, - --- - 9 _9 y ,.. s� trrt- r h ch bidde r wiI l not rely - ' It is understood and agreed, t at ea .,.: • ;. Neck _ - r a ..t = l% / North '• upon . these draw in s for such information but that each • _,A ' � � . .� � \ U � � - _',� _ - ; �- P � f 1, � anberry bogs �� !w - -- <9 + h field b various -' Love Is ;so 1�. �'e } � \ \\ - - bidder shall make examinations in the _ v y Pond n wea available methods and shall obtaininformation from utility s o, ;ate - ;�: d .: / .4 '' _ I i c as , z ., a y,• � �, - corporations and individuals as to thelocationof a /y1ll/� y � —Cranberry p < � > .Q,ti ��iJ O 0 ,may• "y $OgS v.. 4 �' _ t+. �� �Trdaf' - � O - r��-•��.fii ,� i , -- sub - surface structures. o VA .c o , �.�-_� �.« -., / .�i �, ri'i , Vie:' _ -o ,r- �_ __->•' � /> - " �. c- "rr; ,i ,. r,i.• r _. a,. ._.�.- `�!` _jr'I ' �\1� '.,� y .a�. ;5'" Cranberry - - it AII elevations refer to U. S. G. S . mean sea level. L O C U S DEQE SE 80 — 047 ' Scale : l '� = 2, 100' 0,A OF �0 Re�J/t3yEATul. �Gv> /O n Y TAM j Ma. I T M A N PUMPING STATI ON NO 18 H2OWAR , D , I . NC .' WILLIAM S � T NAL R , E. E WELLES . LEY , M A S S • SHEET I OF 9 1"0 Polyethylene Sampling Pr-oposed Line Includes: 1" Corp. Cock 12 x 12 x 6 V. A. Tee F-hi;sh Grwde ( Top Pipe ) , I " Curb Stop 6" Gate Valve & Box 15' From Station, Hydrant +H_R , And 10# Solid Tracer Wire 2 - 12"Gate Valves 2 - 12"- 1/8 Bends �x� fint Grids Above Line. From Curb Stop e To Pumping Station Install 12"-1/ 16 Bend \ Q `fie I " Type K Copper Tubing. `h Q. �. < 4, i STONE FILLED RETENTION AREA `off G°+ °< \ \ / / / / / i / � � Stone fi'//ed Re tention N.T.S. •`��< rec 5 / / / �. O< � / / / / Rd ' 2 - /nch Layer Of Dense Graded Note : Dense Gr-gded Crushed Store And y4rdening \ ! td 5 tone �Ro/led On Q%ncfi Mgfe��4/ Sh4// A/so Ex fend One Fool Outside / t Lo er OF Hordenin Nlgterio/ _____— C h g i n Link Fence. ?5 SPA. /n 8"Pin e / / / / / p l r� — y 9 S w q/t s W/l b cJu t e \ � NOI tang (rVp.) Loom � 5eedl Slopes To ee reM /vetted ( rqp.) � � / / / �' •SPk. /ram 2"/Ylt��/e ` � — — ! , • P. 26\ Fen c e 2 . Cut Slope '. ro / Drgi/Y� /e 4 / �,✓ / IS {� `""-� (05 GENERAL NOTES Irnar 79.91 4P�C,O 1. Prior to excavation install sedimentation control / system. The sediment control system shall consist /Tl n,5��mer �z1. ` __ Limit Of Sedimentation of hay bales securely staked in place. The O n t r o I Sy s t e m Contractor shall provide any additional measures to i / / / �� _ •; goo _ �.- control erosion and sedimentation. woo d.5 2 . All existing organic material within the limit of \ contract shall be stripped and removed. Material -� \ �� that cannot be reused shall be the property of the It Of Se,�me ion o / site. � . \ Contractor and disposed of off Contfol Sys te ( Under' - ` \ / Tfi i s �G`on aCt ) / / j / '' 3 . Excess materials that cannot be reused shall be the / / / / iS IOO Ft. COnservot-ion property of the Contractor and disposed of off-site. - / / / � � '' �- �' � �/!/i ,( ,N?r, •.-_ � „rll rlrll .lily , r I 111 "1 �11 ii!! ,� �� �-�� ��� Buffer Zone 4 . All swales to be lined with jute netting (4,' width) . / .y odd/ / i /� \\ / where swales widen the width of the netting shall be / / �� i / — \ equal to the width of the swale and shall extend up Qf1s�W8� 12" minimum on each side of slope. Install jute ` - oo\ a B - \ .fito�9� p Co�t� t / / \ \ / /4 _� '�\\ \ netting on all slopes 2 : 1 or greater and where ��" / �. G�C� O'f)' f,�j j � — _ ~-` � directed b Engineer. Ret / i / / / / — _ �/ / / \ tail��- \ \ _ / !_'�_ \ 5. The limit of work line shall be the proposed tree leyo Se e95h1��.o� / \\�� line unless shown thus L woo -5— 6. Loam, seed and mulch all areas disturbed by the work of this contract except those receiving dense graded crushed stone. 7 . The proposed pumping station entrance road and area around the punping station shall be surfaced with a compacted layer of 2-inch dense graded stone on a l00 Ff. CO>n5er ati0 / / // — _ compacted layer of 4-inch hardening material . \\ \\ Hardening material shall be placed on a sand and / Buffer /Zone gravel sub-base. Xz j� PROPOSED ��Qo LEGEND / � Pumping Station No. 18 fx1•.s }in Contour — — - - Finish Floor El. 63.00 • � 9 8 Test Wel I No. 8 - 80 Prop o s e d Con four NOTE : proposed Spof E/e&,. + rot. O 40 Edge Of �9bgndoned Top Of Existing 24". Casing El. 59. 58 exisfing Tree Line Crgnberry Bog Top Of Existing Conc. Seal EI. 59.07 Proposed Tree Line Stone Filled Refenfion CZ77=�/� Areq Limit Of Con f rq c f 1 Sediment Con fro/ S Sysfern C'h o l�l L inh fence X ---�-=x PROPOSED R� J 4,5.. DRAWING NO. ORIGINAL FULL SIZE DRAWING = 4" LA - 1 PUMPING STATION No. 18 AND EQUIPMENT WHITMAN HOWARD � INC . N REPRODUCTIONS MAY BE REDUCED SIZE roe No. 88 - 086 - 2 CENTERVILLE - OSTERVILLE -- . APPROVED CONTRACT No. M A R S T O N S MILLS FIRE D I S T R I C T 45 WILLIAM STREET , WELLESLEY , MASS . t, IlAaE+ . 1,� . 89- 3 NO. DESCRIPTION DATE DESIGNED DRAWN CKED SCALE DATE % 20' APRIL, 1989 2 9 SITE PLAN . REVISIONS ✓ SHEET OF SHEETS FOTOBEAM/BROOKSIDE 267-24x36 -OII ZJ 1. N INTO 12 — 8 j tT-7AL- F-oo F D I ;• _ p - r OF PUMP -I ALOM. GUTTER 8� CEirI ) +1 OF'E�JINC� E - N DOWN SPOUTS (TYP.) - �Ar ", ' `� d T ~ EACH SIDE O -- --- - 2 IN�Mhi` it _ -r - - \ I 2 �' S (EXTEND TO DRYWELL) 1 d' LAW M Rx-fP >t. 0T %J-4INu A!�'al tl �o o0 tt- — r , N m = ' CHEMICAL v- o ELEVATION 0 ELEVATION 2 0 4 Qi ELEvaTION ELEVATION NOT TO SCALE T T PUMP ROOM STORAGE A NO 0 SCALE NOT TO SCALE NOT TO SCALE !� o ROOM lilt - Z xL H FJI,Dck A1-u M I N J r� Gel P E•vr.6- fj- = all- CDf 1 x 2 TRIM BOARD t x 8 RAKE BOARD GALvANltcv F1VT,41. IrK -r{ES {(e" O.C. IN i,hE ( EXHAWS FAN 2,.415LOCAIf4G� I�"o Z- Z,r4 70P fLAT� LDuVE�_" cV _ (EF-Z� Sf IK?& To So1OT 2r4 5TuDs 1C0. O.G. t0'-fin 2`pn B Q = L1.011. 41-SM PLATE r�' PL-'/�riD ',//15# FE1� PAPEK 2-2,g Pu,TFs PLAN 2- #k 5 - T`f P - T'>'I' WAL-i- car ,czr, a tc-� NET TO SCALE I I �7�. L�7� >�c�tF - DETAIL e>ILC.a o�- r�L u.L Mc.TAL. �� I 6e}c. YENS �- - 4 6 GfUJTTL� 7YPE `5 Gvlrff -rYF'I�-4L �FL 111 - I E� -�►•i (EF-1) ! 1 /4 1 - 0 TY��_: wau C�N�"'I'1JG1"IoN AL�N1!�+:IM Ct�/Ez l 3 Zmx z06"PLATE w 16o.t. l i2 C.,.LvA wjzED 5"�EGL- FILL U:�[TY y�LID 4' p�� LoNCZ 31-0� WIQc' _F'�.�DE Rx=61-� ; �� ? L1 N'IEL 1.{.:C�LE. Tr zu �,a LL F a�-I i►.k� _ J � ' r/2p ANCHOR BOLTS J ,.sTupS AND �' TYPIca,L EDOF GONS P-�-1c- IdN 5"x 5" x 3/e" 2-5"x 3t/2"x3/B°�.LV '5TEF� ALL sIDEL55Kiuy @ 4'- 0"°. c. 2-2s(o HF_X Dr_` a wE�P ILL-�-� Lt�.-��. a►.x1�s cPF.+y1KIC4 2x� TEeS (9 1&', OZ V � f:/ T 5 I f P��tS �{E 4L-Fla FI:.L C I J J I N SU L.fR b�J '-D -� C�� , avEG t5 �. SEE R-�EZ DeTAtLS „ E` s1MrGOW HIGH 7ri4f,$ Z.� Io ALL s D — IC 5/e E E2:o� oL r.a7D INT�E L.cwe-f- of opFJ+l►.:Gt , f1r 91/2" FILL S T INSuL �c:5 i SEALANT \� l 1 PfT= a ` 7YP I<� v✓AL1. ��,LL �-r H Cf ��F j �}-z3 d ,, T� _ _ I T O ALUMINUM DOOR � FRAME I 1.LJJ!n. G?�� Ell: �-' r o 5 " Ix3 TRIM BOARD p 3-3 /16 I rYi, Fw�+� B�aeD I, EQ i �Q c- I 3/4" 1=1�EP�GIASS coy ED cEILW 3I4 63�4 6 ° 3/4" WOOD SoFFf� _ Z-2 Xg T -'TED PL.A"i Pf4NFJ-S 2 _ OF i +✓ITH MIDGET 3/4'i 51/2, i!I I,�¢ v�►.IE -(�+M BEAD / ( ��,J` Sr'U I TLE DETAIL 7 SE.E pooQ DfiTAILS loyvE2 III r/2" 4 o.►- �C BcL•,�Q4'-p�� O.G� G E�t: -� 61,4., cow. aoNv �„- 11 -0' ' 2" 1=1�1,7 INSuLATIoN . 3/411 Ili (V HD'LIZ. 4' VEe TYPIc>.l. t v „ I i T PAL_ T , 3 5/e 75/g" _ G�LvANtz>=D MEj�+L TIES 3 E i 5 T�PtcAL W,`LL wNc11�'j1w.� JP.M6 5`°x . /�b 4hL�ANiZEJ tr s E ice•►.t T �>^E�1-. Vl- AN L.E V 1'- 2" # :IB WEhTHi•~5-7-1pP11�4 `b+E:FP TH�1J WALL, FL, ��}G C T I I ^ Nss� t�1t:TA.L. ►�E-�, L s EAL<W T a N .,EC Cti � ,[�� �, �, GMv-FiL-L �uv w/r•/bt.T� �— �1 I►-x.�l l-j-.7ED Zu'rt 2-3 a x 3�2'X `' " C�+Ls�Aµ;Z ED N CT TG F� 5; IJNT��IrN..1„�S C O ti 5T�c-TI o N = _ _ Y 1�11 _ I p OPENIL�:� P21NIDic 4 JFo'r- 2" PJ Ut D I►-�.1-11�.T 1�►J .n O_ � `� � �.�� ►� �L M J4kM g MA�uzY >�►�`�".,� HEAD 4 DOOR SCHEDULE � � �1:T14U of l'S -T-P,m uNr DOOR FRAM` REMARKS WhL_ 1=LA15H1'44 TYP waLL ,s->-��-�►� TYPI�.,. wA� P u E AND Cr�rs-7��t:*4 NO$ SIZE t,/AT' L HEAD Jlatfp S I ILL ? AT'L - c NSu l�.TEv M�T AL_ �xC ���� o _ 31-8r1 x 7'-py .c 13,441I vL yL-, 1 2 _3 MET�.L C.IW_ sr�,5 u # tt C 1.! D�-� N lit Fcu�;Dh T l ct•-!-SEE P � J ' I+ r- I I M D w s- f tll t1J I�.J s:�•:-A,N T S La PAP A+�1�i I N 4 1+4-�jDz G C�►rD 2 6-o X 7 o x t3/� A� i 2 3 ► fit_ lle- SCREEN DOOR �- i �� i n ,I ALUM. .=IL1_ LowE� 3 3- 8 x 7- 2 x 1 3/4 SCRE - I 2 3 ALUM. FIND C�k..DE ;7LJ-,w iw/4 5-i t�►► G y EN M •� .. y' - ► , D� rN� -�►� _ SILL SILL ,,�; •:r,�c.,. SILL SECTION --r— DJ , , IL_TAIL.S LOUVEP, DETAILS NOT TO SCALE 3/4J =1' - 0� 3/4bl- V 0' PROPOSED s DRAWING NO. of ORIGINAL FULL SIZE DRAWING - — PUMPING STATION No. l 8 AND EQUIPMENT y, + V� HITMAN & HQ�:V�IkRD INC . .. a. ' �'' L REPRODUCTIONS MAY BE REDUCED SIZE TDB No. r T 3 � 88- 086-2 CENTERVILLE - OSTERVILLE - t M0 =71d1 APPROVED 45 WIL.LIAM STREET , WELLESLEY . .' MASS . .. , `°NTRACTN°. MARSTONS MILLS FIRE DISTRICT KO_ 89 -3 CESCPiPTIOh DATE GESI:hEL Gk^ ::HECtEG SCALE GITE ew Irf PLAN , ELEVATIONS, SECTIONS B DETAILS u REvlslo�.s '� :; , I�-� AS NOTED APRIL 1989 /f'•"J�', ..HEFT 3 OF 9 3HEET:4 _. .: .:._. .......:-.___. ....:.__ ....sue: ,.._....,..:..,. a... , NOTE-5 : OF /- Structural Drawings Shall Be Used in Conjunction with Archiieclaral, 3S'-B' /=/�' " Mechanical, Electrical, Plumbing, Heating and renfi/afing Drawings and 26.6p. P 16'= 94-8" -Z Specific-alions_ A,opropriate Drawings Shall Be Referred io for Sire and Location of Openings for Yeni5, Pipe, Ducts, Etc. 5ee .5ect.0 ZO=6' Z- Contractor-Shell Coordinate Location of Floor Drains,Piping, Electrical well and 14f Conduits,Grounds,S/eeves,In3erfs,EtC. as They Atfecf Concrete Construction_ Seat Trench On Pump 6'Ma sonry Gump and f'Va l l ( TyP > lL Sea Seel. A B�g We//�TyA) S"Masonry ,Roof Scutt/e — � CONCRETE PROTECTION _� Brg Wall (Typ) FOR REINFORCEMENT(0) EXPOSED TO MINIMUM RE-BAR SPLICE LENGTHS (in.)* MEMBER WEATHER EARTH SALT C -- -----T-�— _ - ------ -r-- ,-- — -- -- 000 AIR AIR OVER 8 WATER •C — I I - I 1 � 1 _ \ fr=60,000 fc=4, �v r- I I /yt A/Um• I I I ` C BAR SIZE TOP IBARS'k* OTHER BARS — LIQUID LIQUID b I 1 7,� w J FOOTING 3- 4- O l I I c c, : a to l.,J lion C Gr fg _�- ` f I I " h q h 5 29 20 WALL ,- ■(b) •(b) In `�� I Condenses on I _ I / O Typ. COLUMN I� 2• 2 3 E ue/ I Q -: 6 34 24 BEAM v , Trouyh I I Q i 9 T 43 f 31 •h I I i I L op �U cY I• /O _ 9 5 8 1 41 rn Q I \ N 9 I TI 52 J m Fo TOP 12(c) 2 2. 3 e 4 ' i 10 1 92 I 65 H -s BOTTOM 3 2- 2•(e) 3■(b) SUMP- /-0 11 113 81 t S, I I I \ \ I a /�r 4"Deep (a) Applicable to all coat-in plan concrete except as otherwise " 1 ` ' _ces with bars or _ shorn on the drawings. # Thus ta&e is based on normal weight concrete and doss C 4, 0, . /Z r w I .r --- ` oars a less than 6' refer to A_C.Lre rre wrementt-Where icng between q • . • ¢�3 /�-II 2'0 i (b) increase I- when cost against earth. r t^ ,,/ Op1791br/5~�D � � f a � � l/, V v� � Zx/Z R�vge � *# As defined by A.C-L 318-83_ (c 1 � when membrane or wearing surface used. 1 O �Lw �� ----- ' orr.A lam.S/eeve s /:0 1 I �A� 9' Cbn�. la on Grade ^ i �° N 17 /.63. 0 I I s-I 1 '^ j 6"Seat ; e5,?/Z" Top I 'SCJ/2"Top I g`oo " I " I 2>< 10 Rafters and Ceiling Joists 7iough and Dischar9` ao• �c° I 7@/Z Bvt, �o -- Pipe w/Z Adjustable 2-.o T.a r o t Ea.corner Y /5"5/eeve and B See SECT. A See Sect. D 8"P. V.C. 7-o41oh Pump m ADD. TOP REINF v ROOF FRAMING PLAN %rCJDr�in Trench of fatal top Cars .finch. io CoConc. 2 0 2 g c interrupted in th i I Not t0 Scale W S E. w ^<. —�El.0 00 J direction. (TypJ „ b•�r. ADD. BOT REINF FOUNDATION - GROUND FLOOR PLAN 5/eeve Foy ChQ�n z of total bot. bars Not to Scale L ink Fence � dv.ctioon•(Typ.)his C'h Orr, few 7E. W. ADDITIONAL REINFORCING AR(7UN0 finish Grade E/. (3. 00 WALL AND SLAB OPENINGS GREATER CONDENSATION TF;OUGH DETAIL THAN I'-O" X I'-O" OR 1'-0" DIAMETER I n I II (UNLESS OTHERWISE NOTED) -III scale. /2 = 1-0 2X12 Decking-, E/.63.00 Grove / S- 4Y4s Bock fill a"� /Wee,o Ho/es 9 /0= O"o, C. Equallu 6x6(Typ� 2"ffey %2 C.r _ Along Wall Spaeeo' l Z A/urn,. Gr'to "¢@/Z" b E/. 63.00 cr Stone ApPror. fl/51. Grode m Fame A/um. L / x/ x �E1.63.00 Pro `�" a '' L i ���=ti_ To B e R e turn e d To 8' 15' 38'P. 5. , r a a 4 P L� _ /4 ti1e sh G0/v. 3- 6 =6s ti E3and �'// fin.Cr. Sere ba' -11 Oi-i din p / Cow d/tion � H (-'♦ H -Pro en ." �Ifter Con ., truce Lion p. Gr. Equally 6 x 6 T Ccr, ensatior Ed es i a 23 C?quge 9 .y � BehinA IT: d ( Up/ _ d El. 63.00 Spa.._d /rouor, Und r F O I a (o a� El. (02. 00 - - - --- I - - - - VYo// Discharoe Fipp ,.�., Pro vide GF_ning in i .=°' 04e12' — — Face ot"Conc_ Concrete 3e low rramE N o ( C.J. \ »— ' . . ai Conder5ai on Trouoh o-10 ' 2 D C. J' \ I /un;. F/a� 6 ¢' -o' — -o" I 5&.0 \ Ei 57. 00 7-/I" Ear CRIBBING SECTION /� Ei 52.00 G � H � scaler/4` =1'-on TYPICAL GRATING DETAIL SECTION s-I ;a,e:•''�e', �.,e;; 0 _ H All Y,/ood fv Be Pressure Treated_ scale : 3"= 1'o" •= " E/. 52.0o ELEVATION RETAINING WALL Scale : 1/2= I�C)" _ _ All Nailing io 5e Oone W/117 Gal-. Neils_ Scale: I/8" I' 0'� Do /Jot Nail Y/ood to Ccr,c. Floor or Ws/ls_ SECTION H - H f SCALE: 3/8"=1'-0„ 4=3 -2 OR n9. 3_9" Pump We// Z=12 Press.Treated Wood Deck Discharge pipe Wood Deck over Press. *40/2' Treated Wood Cribbing. 6' /�2 A/um. Cir'tg 9"Slab See Secf. oa This Sheet El.63.00 E/.63,Op E1.63 DD 1 9 Slab 51.63 00 Intl tmtnttntmntnwnn 6"Seat 9 5/ab E1.63.00 !Z A/r✓m. Z 7 T. " 01 sr " r'f' W 5 E.W. V.65 00 'S E.W. w/Dw/s E/.63 00 � w � ° . .t , ��•• ` 5 C�'/Z 5 E.K. 5E•W. 4C�/Z 6 9 ' e a - 'r• - -°• °■ „ •' Q• ` ,Drop. ''4 c� /2" ' :Slope rain. -4. •' / /�/ Prop. 2 7 T. •- : ,"F. " Sum 9 "r' Fin1 Gr a 4 9"Slab ti �' • ,' Fin. Gr. "5C-�/Z c. E5W; �j' /�. • ,� •' �' I : 1.t , ' �(�••'� lei �5�lt; N _•.Slab !J II�M it I Vapor barrier t., : ��JE I o 5 E,W. - 4i — - r �. o ,. --- i • >r¢_ � `7 E.W, I i 15 1.0. l6 Ga. Mastic ti Compacted Backfi// Z'� 7B. 7B. Compacted / �' o � •°'- �5Ca/Z' Ii Coated. Corrugated Vapor Barrier and it 4G/Z w 0 Sff. W. - Alum. S/eeve 70/Z E W. 4 SECTION s I Top Exist. Concrete 2�78, 7E.W. ?"Rigid /nsulgf�on ForReinf. SECTION , S-I /'0' /-0' 9 /-0" Z=0" /=0' Sea/ EL 59.07 �Conc. GradeBeam Scale: q=0-00 II I If Z Horiz. 4 Vert. l�� w 6"Seat Ea. End SeeSecf.A 2 Rigid Concrete Sea/ Insulation Scare . 1/2=I -0 ' • �. B - p, r S ECT 10 N s-1 SECTION s I , : r , Seale: I/ "= lf_oll scale: 1/2=I'-0' ° :;: .,'.� �; r FOUNDATION SECTION AT DISCHARGE - PIPE 4 4 Conl 2 , / Scale : 1/2 = I'-0° A SECTION s-I =� For A// Reinforcing and Notes See Secl A on This Sheet SECTION s-1 Scale : 1/2'boll scale: 1/;4-0' PROPOSED ., DRAWING NO. _ PUMPING STATION No. 18 AND EQUIPMENT ORIGINAL FULL SIZE DRAWING - 4 S �� H WARD INC . m SF�,, ; '�' ' r REPRODUCTIONS MAY BE REDUCED slzE ,loB No. _ CENTERVILLE - OSTERVILLE WHITMAN & O 4 88 08s 2 APPROVED CONTRACT NO. M A R S T O N S MILLS FIRE D I S T R I C T 45 WILLIAM STREET , WELLESLEY , MASS . f�olo� E�� ` � �_ , & y . (,J 89- 3 DESIGNED DRAWN CHECKED SCALE DATE No. DESCRIPTION DATE qr�. PLANS , SECTIONS 81 DETAILS <z�... �, :�� .�1 �CQ. AS NOTED APRIL, 1989 SHEET 4 OF '9 SHEETS REVISIONS FOTOBEAM/BROOKSIDE 267-24x36 i Surge Conlro/ Cobinet wlPressure And waV er Level Recorder Chemrc'4/ feed Pump Exferi'or Bose Br'bb WIVOcuum Breoker (Through Wo (o"O,oenrng /n Trench Grgfing Wo o d Pl4 lForm 3�PYC Sleeve 1Embed /n Conc.) Defai/ Shf 7of 9 ChernIca / Feed Borre/ F/ow Recorder f/ow Go ug e `Voter Level Gouge 8" Pic s s urc G4ug e -- - - - -- - -- - - -- --�, • Eleclric Heoter — - - _ - - �- - --- --�.' 4"D. /. Prp� e (To LeochrrngPif) (Cer"ling Hung) 4 x 4 N MJ /rnfoke Louver / GVye 4„ /BBend&,Ll 4„ Ilegend P/q stic To Copper 4dap}or I / --- — — — I I 4 //¢ Bend, To 4"D1,01t7 L ine, E/e rlric Healer Chem. tr Cap Top p1pe ('future Use} 'Ceiling Hung) 15 -O" Chem. I / 54inpl ing L rn e 8"x 1G"x 4 w. Concrete feed FeedCo r 4'- 6" B e low BJo c�4 eonlali7m en/ - M in. o e Barre/ Barre/ > _ 411 Orq i n I ( I Fr•nrsh G�qd e Curb (Parge Blocks $moll 31 0„Sq I I I I P/P'ng � � f u 1`u r e Brace jr, fgke LOuver &"Pi,oe 4'spool -=- -= 1"Air Vgcuurn ( I I Pofgssium Hydroxide —� Release Valve I I I sloroge Tank - -� 4''� Or'4ir7 L in e s L I 1",Of Tie Rods � 60"p/p e � ( I � .. Sump P/*/s / -(��e_Q d.) �(o /BBend I I I I 4 x4 Tee G Gate Yol✓e Chemic4%`,feed Coro. Guard I ` (See Delai�\Shl: (v of 9) � !/nehor Bo/>`s (4 ReQ'd.) CO"Spool I h i to Spool 3 �PYG S/e eve_ _ Co"/nsert Flow Tube ��' G�Z'�ieck Yq/ve I — Conf4irrmenf Pis For�; Single ., 2 Re ► d. (O"� 4"Reducer I I Future Chemical Tqn A — 4"D. /. Orarn Line g / � Tie Rods � 4 ) I I Door � I I (To Se Planked Over .4f To stone F�/led i to F/exib/e Couplr'ng Relenfiorr Area ".aluminum G�Qlin � II f'resenf Time) Screen G11X 4 " Reducer 2 4 II I Future 5ht. 4 o,- 9 ) Door 4"Surge Con fro / Halve PUMP ROOM I Ernergency Shower' Fulur e Cabe Torque Oper4for I IIt l'By Others) o h orife /Vole : Cooden sofion Trough Under Ors cha rge Prping , I I ( HyP c l `Z-xhqusf Fan (EF-1) - (5e e De for'/ Sh t 4 of 9� IN Sf o�4ge Tqnk (Gable End) ,� I I I Ele c t ri C rye 4 ter 4 Conc. Pod 1" ChamFer Floor Prarn p i (Ceiling Hung pH Recorder i Cgbinet I �By Olher-s 4"- r/4 Bend, To 4" Drain Lin e /Llofor Contra/ Desk PH Trgn.srnr•f f el- I t 4"0 Yerl Drain Pipe (Typ. Center (By Others) Cap Top Pipe /Future Use) F/ow Through Sensor Exhqusf F4>7 ZfnIoke Louver /B y Olh crs) REF-2) Rgdr'o Conlro/ i Cobr'ne f i PLAN h , SCALE: 1/2 I'-0" PROPOSED DRAWING NO. O PUMPING STATION No. 18 AND EQUIPMENT �. ORIGINAL FULL SIZE. DRAWING = 4 M s r.,t REPRODV TIONS MAY BE REDUCED SIZE JOB No WHI TMAN & HOWARD , INC . - 88- 0816-2 CENTERVILLE - OSTERVILLE - CONTRACT NO. F I R E DISTRICT APPROVED ,.: .�; M A R S T O N S MILLS 45 WILLIAM STREET , WELLESLEY , MASS . ssrE� .• . 89 -3 K DESIGNED DAAMr K $ SCALE JDATE EQUIPMENT P M E N T LAYOUT O U T EQ DESCRIPTION DATE NO DE SCwV 5 ,. �a �� �`...,. _ ,. A S NOTED APRIL, 1989 SHEET OF SHEETS REVISIONS I Nofes : /. EquiPmenl To 2e LocQted As Sh-own On P/qn 5ht. 5 of 9 Porco Cobl'net yVitn Wcfer Le✓e/ 1" wct.er L /'ne To Emergency 2. Centerline Of 6ouge5 And And Pre55ure Recorder 5hower ('Extend ro Future Chorts To Be 5'-0"Abo✓e Floor I Emergency Shower Loc4tion Chem,ccl Feed In ection — P4rco Wafer Supply 3. Nose 31'bb Foucets To Be Line R- J5 l'7-,Qp . Pipe Equlp'oed W/'th vacuum Bleed Off //4",0 copper Breok ers. Ri rd PVC To Tub%ny Sr»q// Pl,oing Brace � 9 � W/ PCtcoch /r In strurnent' Set OF Unions 0r7 Ec4ch Line /n Flo , Re corcJcr Trench 17'yp-) "" � F/ow Gauge P r o Pump Pressure 3 � PYC S/eeve /n F/ooF /Typ.)- Slope To Tre»ch 8"Pres sure 4 c p Lc✓e% Gauge Go u e r--- /2"�Chem�'co/ Feed r1vecf1or7 L1�e � (T4p PiPC) I,/Z�Access Hole 91/1h Adapler For 9 Chemicol 0 000 � � Feed Inside /"p1PVC S/eeve /Tap Pipe A A �Pgrc© Tr4nsducer jz` Pumpf" PVC -' `� H MICAL STORAGE - „ 5 eeve 0 O �- ROOM C E /2"�S sfem Pressure — Ile Wale- Level Gouge L.nc R-/5 a y 'L -�Vlon�fold ROOM �� II I I J"�•4ir / Yaczlal! /fe%ose Xalee Po/y<thlene Cun o Drain wlScreen, Faslen To Tubing Filter— �ine o. P 3 QVal ve � M n1•fo/d 3"�P/iC Yerfieg1 P/fie Rqw wgterCo/d rlgter Foucef Ce/% J"PIC Drain or Chem. Feed .� v /Down turned 5moo th J hhr Yq cuurn Re/eQ s e aloe o I Nosed Fou c e t 90 Elbow Over I f Ait Pump 8C ref Type) B�rr}el I (Foot yP ) 4 Pi• e _ i I I �_ FiniSh rap P C I c b Floor Q Q Ch eml'c 4/ Feed Corpora/ion �Q I°p /%'Access To Well Wood Pl c t forrr> Cocks (To P�' e See P P ) Stuffing Box Oraln ( /z") Stop waste ShutoF'f to H05C Defai/ This Sheet` Pump Base Dro117 f'I/2') Bibb Outside Station 4 /2 Pressure Gouge T/Z„A�r ven f Hose Bibb rouce f //e"�F/ow Sensing Lines (Tap Pipe) Flow Tube Porf C/egnouf „ >" 5omp/�ng L�'ne T Rem v b/e C I � Droin Co//ecfor e e W/ 0 4 qp (TyP Conden sollon Trough inch r e P�' �'� ELEVATION VIEW OF INSTRUMENTS AND SMALL PIPING . Under D 4 g P 9 N. T. S. ,LEGEND NOTES: Boll valve 1. All equipment small piping lines shown shall be 1/2" type K rigid tubing unless otherwise noted. Refers To Piping Being 2 . Unions shall be installed for each instrument (1) at each Continued TD It'S ReS,oEcf/ ✓C Location instrument, (2) at each tubing connection to discharge pipe, and (3) as noted on plans. �--- Ch e G/�t valve 3 . Shutoff ball valves shall be installed on each line. 4 . Small piping hangers shall be installed at 2 '-6" intervals along the wall and floor. In addition, hangers shall be i`I--`— un / on installed 3 ' each side of each bend or tee. 5. Refer also to Section 15410 of specifications. r—Shope Concrete TO Dral'n Water Into Conden so tics 'Zr SMALL . PIPING DETAILS Troc.ign -c T" I FIF N . T. S . 0 0 I � E0 Qj Grode L= .Q o Ql F�'// W/ Concrete � �� ' C `' `'\ vqj / „,e Tl'e Rods (2 Req'd.) v Q a C %' G "Mu: 4�`Bend To Su�'t a ��� " r / h V V v 2'Thick Rigid In su/otior� 3/Q ,( /4 Angie /role Fipecj � ° \q, 3 Ck) cmicol Feed Q Q Q 0 l7 Q /2"D. /. woter- N1oin Hole To Fit I � ` � � � 0 Pipe Corporot�on Cocks Bo/t In P/Ae Fong e �' I For Continuation i P/Pe h'ongers i �t See Site Plon I a _ (Tye, > I2"x ("M.J. Reducer - Brace (2 _Fteq 'd.J to " So/id S/eeve Cone. Thrust Block f�V/ Thrust Fods PLAN ELEVATION SECTION A-A� DISCHARGE PIPE DETAILS VICINITY OF 15" SLEEVE CHEMICAL FEED CORPORATION GUARD CROSS SECTION OF SMALL PIPING TRENCH AND OUTSIDE FOUNDATION N. T. S. N.T.S. N. T. S. PROPOSED DRAWING N0. , n ORIGINAL FULL SIZE DRAWING = 4 M 2 PUMPING STATION No. 18 AND EQUIPMENT � y REPRODUCTIONS MAY BE REDUCED SIZE roe No. WHITMAN & HOWARD , INC . �r w�,rw+ -.+ 88 -0156 - 2 CENTERVILLE - OSTERVILLE - ¢ j � APPROVEC CONTRACT NO,. M A R S TO N S MILLS F I R E D I S T R I C T 45 WILLIAM STREET ; WELLE8LEY , MASS . I =' �,� 89 -3 ' y rU � DESIGNEE DRAWN crle SCkLr DATE EQUIPMENT DETAILS NO DESCRIPTION DATE t C .� AS NOTED APRIL 1989 6 .,► SHEET OF SHEETS REVISIONS I FG GErh.../BROCf.5IbE Z67 29x36 _ _ r r Z Z ►ION-t1taRINKING � STEt'L GROUT TO �` SETTING Pl-laTB a P Z LACED AFTCR $RACE DRAIN � PLJAA P u a,5 5E E►.t = m _ 0 Co�OPEN INC, It LCVELGD Cr LINE O: --1 IN 4 BRICK _ v rr 3"c� PVC PIPE �N COVER CHAMFER - _� _, / 8r CONCRETE eLcxk LEVELING NLJT (EXP05ED PIPE / To BE PAINTED) FtNl51•i GRADE 3j4� !✓XPcaNSlC�ty , • _ N •TRENC�1 BOLT SHIELD r .•.• DRAIN SUMP GONCRE"Te 411 D. I. Z� MIN. COVER RENGN �- , DRAt W x FLOOR SLAB .ARDUKO T .� I -��,� DRAIN TO COMPLETELY 1 PIPE 4 '¢ WYE -�" - DRAIW WATER TO LEACHING PIT - - EMBED 1N CONCRETE 'S'•'}7 -, t- '; - �. ,. u DRGtu x3L.O?c tad LINEAR F00T 3 0 P. V. C . FOR AIR & VACUUM EMBED DRAIN PIPE 8�SLEEVE (FOR CONTINUATION SEE 51TE IN C01-4r—RETE PLANS) SH"T. 2 OF 9 ANCHOR BOLT DETAIL RELEASE DRAIN LINE & PAINIA&UIY. N . T. S . N. T. TRENCH DRAIN DETAIL N. T. S. 7/fGv"�f/olc3 CT'�P•), 3�8"S.S. E�Pan3ion Bo/f3 (Z Rer Side) Cam/E fe �!//round 4.3/ fn�r c cQ�urc eo17erele Around a . �X %¢•� h tl CD F/o o r 0ro/ir >�o L'o m,v/�/e/y A /un7. A17g/e I Oro/n �Yafei- v �rDr/dE /19o/9�U/"L �IOD� `po To Fan �t ..� Finish .l s ReQ 'd I � C '' fi%/ dYifh .3000 �S/ Conei-e>`e � Sump 7,- / Sin00 1!h Wi�h fin. G'r'o�G F/n ish 6raoe Fin156 Geode o,� . 0190 A/urn l I Sc� Boffom .Qbouf - S'hee / t2' Bc%.,,� Erf:Qus / _ Fin/1h G'rv�e CAS ReQ' c And E� . McfQ� I Far). _ =11�'— P 2 .f!ri7 ZZ �, 3000 P51 eanCrele "D./. Conn 9 Drorn C el fo 40. ;.� FRONT - INSID � SID ^ _ y. Oro AloiCUn�is>lu,'b e d � Corn�ae�ed Sub �Q�e� - � � � L/,7 e of ¢ 4` Wye All Aluminum Sho// Be 9 G,orn Slope %B "/, L�i7eor FGt�I`-V4`�� 5/4��x %g" A�odi.z ed l'on.t/rat io. ` 8 S/eere _ Alum. Angle (o &/nrrY7um Embed G/-orn Pik .�i // ArOrind ►�J .� a / / 1 /rJ GO/7G/E/E I!for GOn/ ,/7Ua l/on fee S//c 9 4 9 yP 8 S/eeAle BOT Tory STEEL BOLLARD DETAIL NOT TO SCALE DRAIN DETAILS FOR EMERGENCY SHOWER EXHAUST FAN ( EF - 1 ) COVER AND FLOWTHROUGH SENSOP, N . T . S . Alofes : NOT TO SCALE I. Guards /cote Pump Room /n fah e L OUVer s Shall Be Go/vonized slee/. 1G O veto// A Z. Guor-ds For- C'hernieo/ Roon7 /n/4ke Louver- 4f7d Exhaust FQn (Ef-2J Sho// Be Anonized ! fl/l�/TIi/7U/!7. 14// .4rour7d 3. wards Shall Be &e/ded Together As One Unif wire /j'l8S/1 S/32n / �/ ' I I /O„O✓C/a// Ora. Diamond Rafferh f'x j�� I Masonry D�thin9 ¢11cap �Fafun e C/s e) 11 alio/ronizcd ,3�5 Stone Ouffo// ►►"� J I r9/urn i rum P/4 tC i Se.e Notes NO. Z 3 12„ Stone Outfall To Be Omitted And Replaced With Stone Filled Retention Area Shown On Sheet 2 of 9. ,�qso�,-y STONE O U T FA L L DETAIL IQ Diu. -f 2 Lorry Lq9 - ,�►� NOT TO SCALE Shie/d � Bo/,� u �i NOTE: /� Pe, S/dc rr7 /�',QSOnry, All Bolts , Screws, Lag Bolts or any Fasteners for Brick Vents , Louvers , Exhaust Fans , Guards , Screens , Panel Boards, etc. , unless otherwise noted PROTECTIVE GUARD FOR INTAKE LOUVERS SECTION A - A shall be Stainless Steel . EXHAUST FAN ( EF - 2 ) NOT TO SCALE NOT TO SCALE PROPOSED DRAWING NO. OF — PUMPING STATION No. 18 AND EQUIPMENT t ORIGINAL FULL SIZE DRAWING 4 M 3 WHITMAN & HOWARD INC . JOB NO. ' � REPRODUC'TIONS MAY BE REDUCED SIZE 88 - 086-2 CENTERVILLE - OSTERVILLE - CW Ii0 APPROVED CONTRACT N0. 45 WILLIAM STREET WELLESLEY MASS : ;. - MARSTONS MILLS FIRE DISTRICT 89 - 3 DESIGNED „ DRAWN C . S CA .E DAT EN0: DESCRIPTION DATE MISCELLANEOUS DETAILS , NO TED OTED APRIL 19 9 : 89 7 .}} REVISIONS SHEET OF SHEETS fi _ rc�rrstxran,�inannx�,mF z��_�a,.�� , _ _ ._ ,.•<,., ,._ I LEGEND T--/'C - /N JTA L L GABLE fUR N/SN ED MCP COMBINATION MOTOR CIRCUIT PROTECTOR AND MAGNETIC STARTER AS FOLLOWS: By JUPPL/ER RVNR = REDUCED VOLTAGE NON-REVERSING AUTO-TRANSFORMER JURGE CONTROL GAB/NET 0*46 - /2 PRov/DF 6=0 ,SUR6f CONrNOL f.4B/rYf1 I of�zs EX18Z C CONDU/TANA RVNRC//fiN/C,4L f EED `'// E FJ�0/'r1 (/UNCTIO/� Br X P011MP RECEPTACLE j To A�oj0R/ZFo LOUI/E/; fLON' R'fCO,�pE� /'90TOR/ZFD LOIII/ER (TYPICAL) �— MOLDED CASE AIR CIRCUIT BREAKER (3 POLE UNLESS OTHERWISE NOTED) - ----- CURRENT TRANSFORMER (C.T.) --3�— POTENTIAL TRANSFORMER Ff-1 STARTER �� �' k IT- 7" Z"c-Z /4 L� z i E(/y7 /S1GG-6 V/A ��� CC-9 ZP Z A / 7mu —�t� LIGHTNING ARRESTER - '� THfRMOJTAT �?'G_?#/¢ - EUH-3 — //Pl-Z'�/O , TO RCC _��� SURGE CAPACITOR 1X11,4 UJT FAN Ef-/ 0/fffREA�r/,/L 5 '! B Il ' PRESSURE 7RD,l'S�I/rIE�P _ •1�--- GROUND #W6NE7/C I3/!'G- FUSE 4 U D LP- -, 3 S j/`/"C-�v�/� /BT'S O� �l'C' P'%� ' I f S 5 MOTOR, NUMBER INDICATES HORSEPOWER GR f TO fLO�NE'CD�OER JAAI PL r WA T R PIP I °'° - SO /3 PHASE FAILURE RELAY JEf NOTE: I 3/4 G - #f GR 0 UND , ���¢„C-filler!' r0 fs " / —JTy' ccAL1 A A A ' 15 ELECTRIC HEATING UNIT 1 //� c f,�Prr ?„G -4#?/ln .jo /' 6 +AND- TD�Tr/C fO�P./�fll�il��./ A > G INDICATING LIGHT: R-RED, G-GREEN, W-WHITE, A-AMBER 7-i,4 Nf eORMFR PAD• I / �j� C,�BLf _/_ DISCONNECT SWITCH, 600 VOLT ,SEE .SI/EET E-2 fOR ?14 L L JL FE!/E / [P-/? LP-B 00 N TIN UA T 1�/✓ �: l / / 6 l" f//6h' iY�4Tfi� / / EUH- f Lo Z Q b J LEVEL Sh'/Tl'h' —��— NORMALLY OPEN CONTACT �O /1JAG�YfT/C D00� 6rrP/co/) �; . _ y/ �� LP- A AMMETER i s�/rc/r�TrricAL ? O AMMETER SWITCH, THREE PHASE �owFR Gor�PANf � *`/7 j0 "114 U JT r4 N Ef-7 ,N.C.C. I �—�P, 0 T�P,4�!'SCE/!'f�P ST�4 R Tf R L/6HT/NS P.I hFz L P I CAB/NET ��PCC� CONTROL RELAY ?"G• ` #2/0 �� / NCG 5 Pl/ THERiN0JT,47 /"C-/0'#14 CaW7,feLS� ,41A��11�` ETM ELAPSED TIME METER ALAR/r1 J-NEfiAfOSTAT ( TYP/GAL fGR 2) Q ` � POWER PLAN LIGHTING & MISCELLANEOUS POWER PLAN QV VOLTMETER MOTOR CONTROL % CENTER (itt CGS �� � �� SCALE I/4��- I�-0�� SCALE 1/4 - 1 - O VS VOLTMETER SWITCH, THREE PHASE fLECTRIC UNIT IIEA ER TNERMOJT14T (TYPlbL FOR 2) Pin MANUAL MOTOR STARTER. b�J WALL-MOUNTED AND INCANDESCENT LIGHTING FIXTURE GII� 'Gm INDICATES FIXTURE TYPE, "b" INDICATES CONTROLLED BY SWITCH `b' "1" INDICATES CIRCUIT NUMBER /LlOTOfT L'O/YTiI'OL CE�VTfA' FLUORESCENT LIGHTING FIXTURE, NOTATIONS SAME AS ABOVE Z_�so VOLT, J-PNAJF ,_0.. S SINGLE POLE SWITCH CONTROLLING LIGHTS PANEL SCHEDULE LP A u BP B4 B5 C! C2 I i I SERVICE /20/24O !/OL T, / /°NA JE, J W/RE MAINS /00 //. DUPLEX RECEPTACLE, GROUNDED TYPE. A ( A B C M O U N T I N G f(/,f FA GF `t//TH §0,4, NA/N BRfAKEP u /50 . /00 /00 /DO /00 �� 1 L f E A ) ( C .�� G LOCATION /N ldi1 71 �k CONTRO C NT R CONDUIT RUN EXPOSED (DIAGONALS DENOTE THE NUMBER OF No. 12 AWG WIRES. I jJ O 70 20 RYN! IF NO DIAGONALS, 2 No. . J YS 2 U CIR- APPLICATION LOAD CIR. BRKR. REMARKS 12 WIRES IN 3/4" CONDUIT c U0• � K.W. H.P. POLES TRIP' LPI-1,3 HOMERUN. RUN TO PANEL 'LPI" CIRCUITS 1 8 3. YA, 480-/20/?#, Vo[T, N W / PIIQIf I>RY- TYPE e / L/GHT/NG 1 i 20A CONDUIT RUN CONCEALED (2 N0. 12 WIRES IN 3/4' CONDUIT UNLESS OTHERWISE ITR,4 N JfOR/�Eh �� 3 30 ? RECEPTA CL FJ- PUti1P R/,!• / 20 A --- NOTED) I .f f'LO�Y RECORDER ��-- FLEXIBLE CONDUIT GROUND BUJ ( C I /",r9 GAL Y. JTffL 4 RFCEPTACLF'I-C//EAf•RiN. •A1 B3 LP G' �GNANNEL FILL CONDUIT TURNING UP 5 EXH,4 Uf r fX N-P///NP R/r1. I �"cO/✓c• PAD 6 Gf/Etif. ffED PP. -R FCfPT �-- CONDUIT TURNING DOWN &/T// /"C//Ah1FER 7 I ON �, J/D ET 3/4"C.E. EMPTY CONDUIT. NUMERAL DENOTES SIZE 8 /PAII/o TRANGEivEA GROUND TO 9 s/yIOKE IfTECTOR 1-2/C #14TS ONE-TWO CONDUCTOR, N0. 14 AWG, TWISTED SHIELDED PAIR CABLE. SAMPLE Gf/tlTER P/PE A.F.F. ABOVE FINISHED FLOOR j/4"G. -/�• GROUND TO /0 SPARE � r WELL c�J/N G M.C.C. E L E V A T I O N /� OUTS/OE fL0001/6HTS EF cXHAUST FAN /? FXHA U JT FAN.-CHf�N Rom• a N.T.S. /j 5l'ARE H0A _ HAND-OFF-AUTOMATIC SELECTOR SWITCH / 5 Kw 5A'w 5/(w 40 c JGY 0 GYER co/filp YJ H QJ © JUNCTION BOX hJETER �' /5 (URGE CONTROL l/AL YF /6 LS LIMIT SWITCH ,� ►� c<k , �� CONTROL /°,4N17 Q • �� �`'' ��, `—POWER 1,4C70R CORRECT/ON �� CAP14C/TOR /B l 2oA PL PUSHBUTTON CONTROL STATION MOMENTARY TYPE WITH LOCK-OUT DEVICE. STOP �v �� �� �� ? PS PRESSURE SWITCH kj w� LIGHTING FIXTURE SCHEDULE WP WEATHERPROOF (NEMA 4 UNLESS OTHERWISE NOTED) • WATTS FIXTURE D5 DOOR SWITCH SINGLE LINE DIAGRAM FIXTURE MANUFACTURER CATALOG N0. REMARKS TYPE FIXT. TYPE MTG. LAMPS VOLTS A mlzzfA kf/-?/0/-04 60 IfLUOk, GE/LING 2-40P1 /20 RIFT LOCATION N.T.S. B BEN�/AM/N AWN-/OOHX-Afr-B /ZO H.O S. 014L L /-/001w /ZO N'/TN P. C. OPC -/ZO NOTES LEXAN Sf//ELO AWS-/ 1 THIS CONTRACTOR SHALL WELD TWO GROUND RODS, WITH PROPER GROUND CONNECTION AND CLAMPS, TO THE WELL CASING FOR EQUIPMENT GROUND 2 ALL EXPOSED FEEDER CONDUIT RUNS TO EQUIPMENT AT THE PUMPING STATION SHALL BE RUN VIA VERTICAL DROPS FROM THE ATTIC SPACE NO HORIZONTAL RUNS SHALL BE INSTALLED ALONG THE WALLS OF THE PUMPING STATION. PROPOSED DRAWING NO. �? E PUMPING STATION No. 18 AND EQUIPMENT y\ OFE �tcAC� a ORIGINAL FULL SIZE DRAWING = 4" W H IT M A N L� H 0 r A R D INC . /� �Err�s�� T- REPRODUCTIONS MAY BE REDUCED SIZE roe No. - - 1/1 OWL N 88 08s 2 CENTERVILLE OSTERVILLE - RE"° MAR,STONS MILLS FIRE DISTRICT No °81d8 h i APPROVED CONTRACT NO. 45 WILLIAM STREET, WELLESLEY , MASS . osf:� DESIGNED DRAWN CHECKED SCALE DATE Na DESCRIPTION DATE low POWER , LIGHTING, ELEVATION 8c LEGEND REVISIONs ��- _DLL AS NOTED APRIL , 1989 SHEET 8 0► 9 SHEETS LEGEND PRIMARY UNDERGROUND DUCTBANK I v � PROPOSED SECONDARY UNDERGROUND CONDUIT PUMPING STATION Q PRIMARY MANHOLE N0. 18 QT TRANSFORMER PAD 72� 1" CHAMFER (ALL AROUND) REINFORCING RODS r ; GROUND ROD 3/4" d K 10'-0" WITH GRND. CLAMP AND WIRE A — A NOTES q 1. PRIMARY CABLES TO BE FURNISHED AND INSTALLED BY Q 4p� COMMONWEALTH ELECTRIC COMPANY. TR�NSFOR�IE�P ��4p 8� 2e TOP VIEW 45° 20 � 491E N,4RA R TdPI -R!/N fNT/Rf 1 N67/1 OF UNDERGROUND FEEDER �� 12" OF GRAVEL --�� •° I- SECTION "A- AEI Xt (T YN C,41) P,�/M,�Rr ��«Bo,� %o TRANSFORMER PAD DETAIL 1 \ (TYP/CAL fOlP Z) N . T . S . \ (TYP/C,41 All IIl1 fl) I 6� fAND—� 1= =. 1 CONCRETE ENCaIEMENT GONOU%T (SEE�NOTEIJ SECTION A— A MANHOLE FRAME H COVER // I\ NE-10 J N.T.S. A A__ >— SEE NOTE 2 1 / 1„ CHAMFER 28" / 4 SIDES I 7/8" HOLES FOR EYE BOLTS(4 SIDES) r 3/4":10' COPPERWELD.GROUND CAB[E /f1ARKFR Tsl PE RUN EN f � T/R ROD WITH GROUND CLAMP e ` r L ENGTH OF UNDERGROUND fEEDER lo' NO. 2 BARE 7 STR.COPPER WIRE TO BE PROVIDED BY '•�j 6" WALLS (TYP.) CONTRACTOR _ c 3/4" PULLING EYE f/N GRAPf + ,L2 SEE NOTE t _ , o. .o•0 ? 2 "R/G/D ,STEEL CONDUIT ti 1/2" DIA. HOLES 4 HOLES ON ALL SIDES c(�C`� O" O SEE NOTE 3 o< ~ THREE iY,4!' T4o /rUNCT/ON �� � CONDUCTORS iiCL � .o ��� 80X BY OIUNER 1 EAR ' Os \�` I (TrP/CAC ALL S/OfS) 72 T � NOTESV ti _ 6 LAN� D I •� c ° � � i . INSTALL GALVANIZED PULLING EYES, ONE ON EACH WALL,(4) 3/4-EYES. 2 . CONCRETE TO BE 1000 P.S.Z. HIGH EARLY STRENGTH. 3 . CONDUIT*OPENINGS TO HAVE 4 EELL E1:0S FLUSH WITH INSIDE WALL. SITE PLAN SECTION B —B PRIMARY PULLBOX DETAIL SCALE 1 = 40' N.T.S. N.T.S. PROPOSED DRAWING NO. .�L a ORIGINAL FULL SIZE DRAWIN E— �� PUMPING STATION No.18 AND EQUIPMENT _hh G = 4 I (� (�/; 0 W A R D INC . c `,� ^: WYMAN N r— REPRODUCTIONS MAY BE REDUCED' SIZE � SOB No. " t ��' � 88 -0616 CENTERVILLE - OSTERVILLE - ' .� F.�•:: tiE Mo.TTld� {� �a APPROVED CONTRACT No. MAR STO NS MILLS FIRE DISTRICT 45 WILUAM STREET , WELLESLEY , MASS . G`E� - �� . Lv 89- 3 y;Na DEscRIPTtoN DATE Q�„{� DESIGNED DRAWN CHECKED SCALE DATE UNDERGROUND PRIMARY SERVICE PLAN REVISIONS l`r,"'I �,�Q� EGG. P�-- AS NOTED APRIL : 1989 SHEET 9 OF 9 SHEETS FOTOBEAW../EROOK.SIDE 267-24x36