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HomeMy WebLinkAbout1910 OLD POST ROAD (CT & MM) - PLANS (2) ]?U M FE NG 87A 20 O ANID EQUEPMIENT � 0 _C1EN7ERVE1WMjj1WWjjjE 0S7ERVE1.Wj1WjjE MARE hISONS MEILIMJS IFERE IDE87REC7 JUNE , 1991 / c 6 FR CONTRACT NO . 91 - 1 v cgAF GENERAL NOTES �� °J INDEX �P R Location of all utilities and sub—surface structures are from survey and records of City, Corporations, etc., and are ono 4 TI TLE SHEET NO, considered approximate both as to size and location, and are indicated on these drawings to give bidders a general 2 �w MYSTIC idea of existing conditions to be investigated by the bidder. / z o`4 LAKE COVER SHEET 1 It is understood and agreed that each bidder will not rely / �o SOP° SITE PLAN (LA-1 ) 2 upon these drawings for such information, but that each �o bidder shall make examinations in the field by various ARCHITECTURAL PLANS AND DETAILS (A-1 ) 3 available methods and shall obtain information from utility, PONMIDD SHUBAEL corporations and individuals as to the location of all POND PVC°J STRUCTURAL PLANS, SECTIONS AND DETAILS (S-1 ) 4 sub—surface structures. F HAMBLIN �� EQUIPMENT LAYOUT (M-1 ) 5 All elevations refer to National Geodetic Vertical datum of 1929. POND POND R0P° �° ��J� ` R°,� MISCELLANEOUS DETAILS (M-2) 6 WAKEBY MISCELLANEOUS DETAILS M-3 7 ROUTE 28 ONE LINE DIAGRAMS, PLANS, LEGEND, 8 O WIRING DIAGRAM AND SCHEDULES (E-1 ) o ry� UNDERGROUND PRIMARY SERVICE PLAN (E-2) 9 J PROJECT SITE e LOCUS PERMIT #34822 NOT TO SCALE BUILD PUMP STATION Off OLD POST ROAD MARSTONS MILLS 0-0-M.M. Fire District D.E.Q.E. P WS I.D. #4020002 2/6/92 A=042-003 IF WH I HOWARD ,� INC . } 45 WILLIAM STREET WELLESLEY , MASS . SHEET 1 OF 9 : Woods a e Limit - Of-Bit. Conic. P vemenf N I Wood s smooth Trgn si tion Between Ex1*sih7 Grove/ And I f l \\ Propo sed Povement ll# j r• e, 44, / - - 2 /2 I'V C J9 D Top_Ca E/, 8Z. S f 5pk. /n co"O4/r p F- woo d 5 / 10�0- 3o't� p p W C�tch Bosun /^ \ - -,w —4. W � I ' � Rim = (o r(o..81. / \ . x:�� � {�.,. O CUT IN 16"x 16"x 16" TEE f/, 8 f. 89 _ " I / / 2 - 16 SOLID SLEEVES 20 D. I . WATER MAIN ` d' Is 3 : J Cr.�t 5/ode I j ' / / \ , :: a 3 MI6 BUTTERFLY VALVES , 6er ��C4p CPd I / \ 20- 1/16 BEND I Leoch/ng P/f K-42 \ 20% 16NREDUCER � � tiny Ro p d i ,�� ,;, x>. / \L_ h , it 1111 till I ttl ri, r,,r, rl !II �Il I It)( �111 NI�I11111 III ►II (I I htr �111 ,I'I III �1�) '�I) ,1� ` \ \ ; �. �b ` � Q/'o, /• Droin, .Dut/ef�E/. -���� f '•O!J/S rill Ilrl ►I►! ri111 n II till 6 75 4 /2 R.L.P. _ .. \� — % Bituminous Concre�`e oo�k 1n LLI - Around 5TQ fiol) / N B//. C C. `PQVC ent ST P47 / C P Vie= P" v d Z. P. G T 4 .-, h L i n /� Fence. Q - - .s j Q T9 -, r T IN CP 3 2 8 z �o Oqk �•„O ,, ,, ;,,, \ ►P , _ 4 rr• , rlr; ;,,, rl i it ' r„ r►r r 1 I� \ " a I JG" 9 r ' Q : 4"0. /, oho/n, D uf/e f E/ 77. 0 .i ' p _J , I / f er �C q e Co�d) e �lo/n , e� , ,I I►I ,Stone outfo// ��. ,,,;,. ;,,;,;; U / / j a \ Cotc�i Bosin .r O - '' �° _ _ \� / /0 6. 9� � � / / j � � 8 Prccost Conc L 4chmg t , N - K ak > ; } ` T• Q. M. Un/e s s, shown i �Ty .)With tch BQsir�frome� of Q Z' O r; otherwls e ' n d 5,o/kc /n <o D Cp f/Y/�l Sfone f��ou _ _ nx 0 o O Catch 84s/ 7 See o / ,i 2 .j . 1 Note • N 3� conc. w Plot e OZ7P5- G1 p r , k TYPE K: P Ping /, ti L co Ching P/t�se e i` N/ODCIS k . o 2 /Z W e l/ /9 C See 5i t e Plan n Foy- Berm Bi f, Conc. Rdw P/o�'a o2700- 5 � C �'/. BO. C5 Slopes s J cat 1 . �►_ 2 Top 4p - —1 ! � 3 Revegl � 3 � 11— In Cut 7�0± In Cut—�. W ,Slope � T;\0 1 CURB �w1 ! f boori� See f .� . STOP air In Fi//, = , ,lam► J � �< In Fill o �(51.qpe=D.00v� " ' f e PROPOSED /o 00ub/e Leo Cal Loom, Seed f A-fu/c h PUMPING. STATION No. 20 °' '_ ;pt� TM. V - I" POLYETHYLENE SAMPLING LINE WITH Undisturbed Loom Seed / Pay �< .� + - 78 10 SOLID TRACER WIRE ABOVE 44a terio/ FINISH FLOOR EL. 81.50 6 ;�_ �,. i �Mu/Ch ti "TEST WELL No. 19-83 � Q � � � � ,00f . Q ,- = ►, x , ?9 2 B i t, C. �B Gr C/'S,) c e n f C.B. Con � d / , AdiQ . _.�° o / 1 CORPORATI N COCK (TAP PIPES " 2.12__/�Ye// /Va. r. Z 4 Dcn se Graded Sfon e Cis. slope =0.000� ,. . , efy _top=:C4P .E/. 61. 91 - „�` / `` / 12"x 12""" V.A. TEE G"Ro4dw4y Hordeni,n Limit,- Of•B/'t. Can C. Povement \ ' N - / 6"GAT VALVE Provide 5mooth Trgn sihion 8/,Min. Sand Or 54nd Grove/ Bgsc 6 D. PIPE Beiween Exisfing Grovel 4'o„ 4, o„ 8'- 0"o.o. 4'-O" HYD�ANT And oroposed Paveryienf Top Of Exi•5tin R4"C45in / �� y. 2- 12 AT A 10. . ,►,l;n, 9 9 12 - I/e BEND / / � J' G E V LVES TYPICAL ROADWAY SECTION See 5ht. 9of 9Forunder4�ound E/, 83, 07 _ 12 - If/8 BEND Top �f CA/5 fin y Con cre t c 4 : / x `=ri N. T. S, E/e c f ri c 5 s tcm �Cuf `toads Back T4 n .c L.P. 78 6 x �� /�3 12 D. I. W�TE waier._Level_El. 34.0 *f" MAIN R 54� 3os TYPICAL SECTION THROUGH CATCH BASIN AND LEACHING IT ., w y i'YO o d 5 20 >[20 x 6 V.A.TEE W Woods 1 ,�� N . T. S. 6 (SATE VALVE // Cgfch BUsin l'Typ.) 6"p. 1. PIPE / Rini = 78. Coo H�t'DRANT 20 ' D. I. WATER MAIN �' ���� / 20" CAP ON 3' LONG STUB �47 = 4G°-30't x' O U) 1 \ ,. 1 1/2'� PERMANENT BLOW ! i woods / -n Y2 -I/8 B D Bel•m /Cope Cool 20D. I . WATER MAIN I r I( UJ 1 / a Pin c '•� L Stone Pit �:° * o. 1f-43 L r;� , ' �2�/,Q.C.P. — W R _ 101 .. .. ..:.,.. .:. ,.,- .:-.: ::. „'-.'„ . •..:s. -q•„n 1....m:` .... .. .._ .. - w,- - O �. t .. .. .>._ — :...-... ....:. .. ........ a 'w+z.r-. a S'. n.,�i;.�^+'Y+Y Q .. f . .r i - v . , v e n 79.57 — _ /Cc) r_ s' , I on j _ w f Y a4 - xisfi t . ,a 01 _ 79 2 R. C.P. ..._ .,ram ... ...- .. „_ so• Berm / • w 00 (Cape Cod) L �\ Z . \ �._— — — — e"Oo/c L _ L 5 e e Sh t. 9 0/4 '9 For C/n dergrovr�d E/e cfri c o/ _J o � o � T. B. �Y1. ``" ` 5ystern (Cal Woods ;Bo cf� To �i�w For - \ 8 ook / �, Ex/s frng Rood / E/e c tri c 41_l�Yor � _ / _ 5pk. In JO"04 k T �� v See 5h eet 9 of 9 25� o 8' Prec4sf Conc. _Lcoching Pi'f (Typ-) For undergrouno� (� Up) 20"x20"x 12" V.A. TEE / `V/th C otch Basin-Fram.e_.6rnte Q Woo s /cCtriC4/ 5ysfel� 2 -2d'BUTTERFLY 1 544 301+ G"oo E/. = 80. /3 CO'Dee,a W/4 ' Stone Around Pl'1�/Typico/)� 2 \ VALVES + Woods f 12 GATE VALVE ' GENERAL NOTES r ._ I PERMANENT 1 -�, B, A-f LEGEND \ BLOWOFF' FOR 5pk. /n �c"OQ/S - 9P_ FUTURE CHLORINATION ( �� 3 Up) 1. All existing organic material within the limit of contract shall be stripped and removed. Unsuitable organic material End Of Bituminous P4✓ing \ - -- . � E•% = 8/. 08 Existing Contour that cannot be reused shall be the property of the Contractor and disposed of off site. S t a, 8 t 6 0 E/e✓. : ?8 2. All trees, stumps and brush shall be the property of the Contractor and disposed of legally off-site. Pr-cv/'d G 5rr�,00th Trgnsi�ion � � % �� Proposed Contour • 3. The limit of work line shall be the proposed tree line unless shown thus 4 8 c fw a en Exi s tin q Grove/ Proposed Spot Elev. + 80.0 Pr'D O S e o� Pq✓%n 4. Loam, seed and mulch all areas disturbed by the work of this contract except those receiving bituminous concrete P 9 Existing Tree Line and dense graded crushed stone. . 4"1. 4 t�er .Of D en se Groded 9 Crushed S tone (Rolled 0� 5. The proposed pumping station parking area and access road shall be a total thickness of 3-112" bituminous = Proposed Tree Line �, concrete (binder course of 2-inch and top course of 1-1/2-inch). Bituminous concrete shall extend one foot outside (o" L o y er pf Hqr de n in g ° the chain link fence. (Dimensions in pumping station area are to chain link fence.) All pavement shall conform to Limit of Contract Typical Roadway Section Detail on this sheet. • - Materio/ for Ent�rc �► �, -L� ./ UL'n 4roUn dJ ��`�` 6. Install jute netting on all slopes 2:1 or greater and where directed by Engineer. y Chain Link Fence >< x >t PROPOSED l►+ 1U � ' DRAWING NO. OF ORIGINAL FULL SIZE DRAWING = 4" LA - 1 PUMPING STATION No. 20 AND EQUIPMENT � 1V J WHITMAN & � HOWARD , INC . � L. � � REPROOUCTIONS MAY BE REDUCED SIZE JOB NO. MUM 91 - 012 . CENTERVILLE - OSTERVILLE - MARSTONS MILLS CWLNo. 272B4 ~ APPROVED CONTRACT N0. FIRE DISTRICT - 45 WILLIAM STREET, WELLESLEY , MASS . f�} , EaEo �� 91 - ss•ONAL E'� DESIGNED DRAWN CHECKED SCALE DATE No. DESCRIPTION DATE - SITE PLAN - " .REVISIONS c�• � 1" ' 20' DUNE, 1991 SHEET 2 OF 9 SHEETS ` FOTOBEAM/BROOKSIDE 267-24x36 ` - DOOR SCHEDULE R00FHATCH A CONTINUOUS RIDGE VENT DOOR FRAME REMARKS 12 N0. SIZE MATERIAL HEAD JAMB SILL MATERIAL 8� 3R p"X��_0„ METAL 1 2 3 METAL 3'-8"X7'-p" METAL 1 2 3 METAL TOP OF TOP OF LOUVER " ENGINE EXHAUST < OPENING 4 OPENING 24 W x 24 HSEE3 3 -8 X7 -2 X ALUM. SCREEN 1 2 3 ALUM. — LOUVER SHE DE TA OF 9 1 3 4 a 1 1: �j 2"x10" BLOCKING 0 16" O.C. 00 EA °o 2-2"x8" PLATE W/ << 7w _ �' N 2-5"x3 1/2"x3/8" T 1/2" DIA. ANCHOR BOL TS l s'-o" GAL V. STEEL " 6'- " 6'-4" 32"W X 24"H LOU!/ER -� L 5 32"W X 24"H LOUVER LINTEL ANGLES 0 4 -0 O.C. ELEVATION z ELEVATION 0 GAL VANIZED METAL 1 8"-1 '-0" REINFORCING ® 16" 0.C. d- GRA T7NG co SAFETY co _ I CHAIN 0D % F.R.P. POST AND RAILS c0 ono SEE PLAN FOR F.R.P. CAP POSTS AND CHAIN POST OPENING SIZE 1" .• • .. STAIRS TO SUIT FAN INTAKE I ROOF HA TCH LOUVER F G/DPER/METER TER EXHAUST ST. STEEL EYES ST. STEEL CHAIN W/TH � CONTINUOUS RIDGE VENT dSULA TlON e INSULA T7ON LANDING FAN (Typ) SWIVEL SNAP-HOOK `� EE DWG. S-1 o, A T ONE END AND <' A T SLAB CONNECTOR LINK \ 12 , . DEPRESS/O 3=0" X 4=0" 6'-2" 4'-0" OPENING SIZE AT THE OTHER END `� EXHAUST FAN ° � SEE CEILING A CCESS TO SUIT FAN (TYP.) a 8 SIZE OPEN/NG DWG. S-1 PANEL ABOVE PUMP C. CONTROL JOINT (C. ✓.) I TO SUIT FAN + SEE DETAIL THIS SHEET A 'ul) CID1 SECTION T NOTE- ALL POSTS I CEILING AND F.R.P. POST REMOVABLE ROOF ACCESS I TOP OF CONCRETE 2 O C ✓ � FF-2 ABOVE-BUMP co 0 ' " INTAKE F.R.P. ANGLE 3 X 3„ S.S. BOLTS- AN FASTEN TO CONCRETE :. x • ;. L OUVER W/TH LAG BOLTS AND . . • . . . . 3 co EXPANSION SHIELDS LOUVER POST ELEVATION ELEVATION /3\ ELEVATION 0 �E NOT TO SCALE 1/8"=1'-0" (� o 7'-6" 4`=a" '-8" '-4" SEALANT AND M.O. 1'-2 1 2" ROD STOCK BACK-UP 4=0" LONG X 3'--O" WIDE 1\ TYPICAL EXTERIOR ROOF SCUTTLE F.R.P. POST WALL CONSTRUCTION PLAN (REMOVABLE) I THRU WALL FLASHING 1/8"=1 '-0" TOP OF CONCRETE 5/8" V WEDGE ANCHORS PRECAST CONCRETE LINTELS SIDE MOUNTING 12 BRACKET I 9 2'-0" O.C. . '• ,; WTH #6'S TOP AND BOTTOM TYPICAL ROOF CONSTRUCTION :: r WEEP HOLES 916" O.C. :• AND4 STIRRUPS 12" O.C. 8 ROOF SHINGLES 0 VER 15# FEL T PAPER ALUM/NUM FLASHING • _�.:•••• _ _ :�.:_: •�,-, ALUM/NUM SCREEN _• :'•= DOOR AND FRAME 3—0" WIDE ICE DAM EDGE OF CONCRETE ".�;r�:` M 318' TYPICAL ROOF CONSTRUCTION ZTYPICAL EXTERIOR 5/8" PL YWOOD SHEA THING = SEALANT (BOTH SIDES) WALL CONSTRUCTION OP /NG ROOF FRAM/NG-SEE STRUCTURAL DRAWING o " GAL VAN/ZED STEEL LIN= ANGLE 2 X 10 TYPICAL 9 1/2" FIBERGLASS BA TT /NSULA TION /4 6 3 4 6 X 6 X 3�8 (CLIP HOR/Z. LEG POST MOUNTING TO51/2) 1 X 3 STRAPPING 0 12" 0.C. PRESSED METAL FRAME CONTROL JOINT DETAIL OF PUMP AND OPENING BAFFLE VENT NOT TO SCALE FILL WITH MORTAR CMU BOND BEAM HEAD , ALUMINUM DRIP EDGE -,-TYPICAL EXTERIOR 1 X 3 TRIM BOARD 1"=1'-0" 1'-2 1 2" WALL CONSTRUCT/ON 1 X 8 FASCIA TYPICAL GABLE WALL CONSTRUCTION THRU WALL FLASHING ROOF SCUTTLE -DETAIL CONTINUOUS ALUM/NUM SOFFIT VENT 1'-2 1 2" TYPICAL ROOF CONSTRUCT/ON 7" 5" X •3 1/2" X 5/16 GAL VAN/ZED 4" CMU-FILL SOLID W/MORTAR 3/8"=1 '-0' F/BERGLASS (F.L.P.)— STEEL LINTEL ANGLE - CEILING PANELS AL DRIP EDGE TYPICAL EXTERIOR OND BEAM OCCURS 1 X 3 TRIM 1 X 4 TRIM BOARD— t 2 X 6 FL Y RAFTER WALL CONSTRUCTION WEEP HOLES 0 16" 0.C. 0 EXHAUST FAN E.F.-1 1 X 8 RAKE BOARD GAL VANIZED METAL TIES SEALANT 2-3 1/2" X 3 1/2" X 5/16" GALVANIZED "� MIN. 3 EACH JAMB PRESSED METAL FRAME OF CEILING ACCESS PANEL " 2" X 1" X 1/8" ANGLE STEEL LINTEL ANGLES 2-#5 2 X 4 STUDS 0 16 O.C. WITH FILL WITH MORTAR ALL SIDES) AND PUMP h 5/8" PL YWOOD SHEA THIING ( CIO O " SEALANT .< .. o #6 VERT. REINF. BRICK T/ES 0 16 O.C. WEA THERSTR/PP/NG 1'-6" 1'-6" 0 48" 0.C, II (VERT. AND HOR/Z) 2 " " II W 15# FELT PAPER M.O. SEE PLAN /NSULA TFD METAL DOOR OR 2-0 OR 2-0 c� " AL UM/NUM SCREENIt -k 1/2 ANCHOR BOLTS TS HEAD 4 V 9 4'-0" O.C. JAMB 2 DOOR AND FRAME 1"-1 '—0" J " » oo U (2) 2 X 8 TREA TED PLATES 1 =1 -0 1, "-2 1 2 N TYPICAL „ TRIM p� » 2 #5 RE/NF. BARS " WL CONSTRUC�ON 3/4 PL YWOOD BOARDS BLOCK/NG 0 16 O.C. 1 -2 1 2 CEILING PANEL co MOTOR OPERATED LOUVER /NSULA T/ON TYPICAL EXTERIOR WALL CONSTRUCTION " BRICK SEALANT INSULATED METAL DOOR (2) 2 X 10 4 _HEADER 2" RIGID /NSULA TION TYP/CAL WALL CONSTRUCTION TYPICAL EX7ER/0R DAMPPROOFING THRESHOLD SET WALL CONSTRUCT/ON 1 X 3 WOOD STRAPPING 0 12 0.C GAL VAN/ZED METAL /N SEALANT BEYOND CEILING PANELS REINFORCING 9 AL16" O.C. SLOPED ALUM/NUM SILL 10" SOLID CMU CEILING JOIST AS OCCURS ALUM/NUM SCREEN 8" C.M.U. MEMBRANE FLASHING DOOR AND FRAME RAIN DRIP WEEP HOLES 9 24" 0.C. •....>•:.1s:• :::.', ":' � :: SILL 3 SILL 5 CEILING ACCESS PANEL 1„=1,-0„ 1 =1 —0 3/411=1'—o» m• 1/2" OVERHANG FACE OF MASONRY ALL DETAIL DOOR DETAILS LOUVER DETAILS 3/4"=10" • WALL SECTION GABLE W A �— ' 3/4"=1 '-o" PROPOSED DRAWING NO. : ORIGINAL FULL SIZE DRAWING=4" A - 1 PUMPING STATION NO. 20 AND EQUIPMENT A A Q� HOWARD, INC. REPRODUCTIONS MAY BE REDUCED SIZEJOB NO. — — WH TM /y'v OG r- x 91-012 CENTERVILLE OSTERVILLE MARSTONS MILLS • k r APPROVED CONTRACT NO. 45 WILLIAM STREET, WELLESLEY, MASS. QQ�46 ' . W 91-1 FIRE DISTRICT . r NO. DESCRIPTION DATEr`i, �� � f DESIGNED DRAWN CHECKED SCALE DATE ARCHITECTURAL PLANS AND DETAILS REVISIONS � , tt�� A Vul �• I" AS NOTED JUNE, 1991 SHEET .3 OF 9 SHEETS -rl CONCRETE PROTECTION 45=7" 45'-8" FOR REINFORCEMENT(A) EXP' 7"2" 3'-9" 2"0 15'--2 1 2" 1' 6„ 32 SP. ® 16" = 42'8" MEMBER HER & C? T 1' 2" 16 3 1/2 / EARTH & SALT 1=6" WEATHER & AIR AIR OVER LIQUID WATER LIQUID A� ...__.....rv.....m... <, ,...,.._ WALL FOOTING 3 4 a — — — COLUMN 1 1/2" 2" 2-(B) 3"(B) 115 I.D. CORR. BEAM ALUM. SLEEVE � � TOP 1 1/2"(C) 2„ 2„ 3„ 1 — — — I Z Q I ( 2- 2X10 E.S, �o < 0 4" DEEP (TYP.) I" r — — �1 Q I OF OPENING io t i BOTTOM 3/4" 2" 2"(B) 3"(B) 12 SO. SUMP I I I I I I I I 2" CONC. I I I I I — — —, o� (A) APPLICABLE TO ALL CAST—IN—PLACE CONCRETE, EXCEPT AS OTHERWISE PAD I � I I _ I I � — (�' _ SHOWN ON THE DRAWINGS. % `B — — I— � I I I 4' ✓' 1 2" I O I (B) INCREASE 1" WHEN CAST AGAINST EARTH. FF rT o I v I (C) 3/4" WHEN MEMBRANE OR WEARING SURFACE USED. I I I I CONDENSA TION TROUG i I h 2X12 RIDGE LI I I 1 1/2" FRP GRA TING PUMP & Roof SCUTTLE MINIMUM RE-BAR SPLICE LENGTHS (IN.) 24'-8" I I i i fy=60,000 f'c=4,000 - W SLOPE SLOPE x6x3/8 a I I I I 4" CONC. PAD I i i i BAR SIZE TOP BARS" OTHER BARS 0 SUMP TO SUMP FRP BE I I I I 2X10 RAFTERS AND CEILING JOISTS co 4 23 16 x6x3/8 - I I 5 29 20 ( L FRP IL - - - I I I I I II II —1_ BEAM 8» I 6 34 24 3 31 ...... . ..-...• 8 58 41 7,10„ 2» FRP- 9 71 52 GRA TING (TYR) Q 10 92 65 FOUNDATION — GROUND FLOOR PLAN ROOF FRAMING PLAN 11 113 81 " ' " SCALE: 1 4"-1'-0" * THIS IS BASED ON NORMAL WEIGHT CONCRETE AND CLASS "C" SCALE: 1/4 =1 -O / SPLICES WITH BARS 6" OR MORE APART. WHERE SPACING BETWEEN BARS IS LESS THAN 6" REFER TO A.C.I. REQUIREMENTS. NOTES: 1 . STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, ** AS DEFINED BY A.C.I. 318-83. MECHANICAL, ELECTRICAL, PLUMBING, HEATING AND VENTILATION DRAWINGS AND SPECIFICATIONS. APPROPRIATE DRAWINGS SHALL BE REFERRED TO FOR SIZE AND LOCATION OF OPENINGS FOR VENTS, PIPES, DUCTS, ETC. OPENING 2-#4 T. & B. 2. CONTRACTOR SHALL COORDINATE LOCATIONS OF FLOOR DRAINS, PIPING, EACH CORNER ELECTRICAL CONDUITS, GROUNDS, SLEEVES, INSERTS, ETC. AS THEY AFFECT 4 -,3 1 2 —DISCHARGE CONCRETE CONSTRUCTION. PIPE BLOCK WALL 45' B Q GRA TING » ✓ , 1/4 1/4 a :a '.a • . a #4 ® 12" E. W. r T f 1/4" RA T/NG m O ADD. TOP RE/NF. o , o . TROUGH AND DISCHARGE PIPE Q 1/2 OF TOTAL TOP ' 1 1/2" M/N. 1 1/2" M/N 4 FINISH :a a v BARS INTERRUPTED 4' •S GRADE a e ..e , s a a a a a s e , . m 4, / THIS DIRECTION. (T 1/4" i o ' , �:, POL YETHYLENE VAPOR I ADD. BOT. RE/NF. 4 �'4•I 4 a a e BARR/ER 6 M/L 8 P. v.C. > 2 OF TOTAL BOT. L3 X 3 X3/8 a o ° •;' • I h I TROUGH ANCHORED BARS INTERRUPTED /N " � n ANGLE FRAME 11210 S.S. EXP. BOL TS ® ,I _'.% • - • i i TO CONCRETE CONDENSATION T/ON TROUGH „ _ C\ � a 18" O.C. (4" M/N. EMBED. ► � -' '1 I / /2 DEEP THIS DIRECTION. (TYPE 1 X1/4 F.B. �� 6 4 N I— ► .' ► . —#4 ® 12" i I TO BE 2 1 " ® 18 O.C. A T DRAIN TRENCH AND FACE OF CONC. I I 15" /.D. 16 GAUGE MAST/C COA TED � ' < ' + '•'<' 4�. 1 1/2" DEEP A T 15" NOTES: 4 °•e '•< e — J CORRUGATED ALUM/NUM SLEEVE #5 E. W. � , � , SLE- - AND AT ADDITIONAL REINFORCING 1. BAND ALL EDGES AND OPENINGS. ' '` PUMP PAD' 2. ANGLE FRAME TO BE MITERED AND WELDED. INTERRUPT WALL AROUND WALL AND SLAB 3. ALL F.R.P. CONSTRUCTION. » / AND FOOTING @ #7 E W. 4 -0 1'-2" DISCHARGE PIPE ,-- OPENINGS GREATER THAN 4 ' ff f 11 f ff 1 —0 X 1 —0 OR 1 —0 0 TYPICAL GRATING SUPPORT DETAILS DOOR LANDING DETAIL FOUNDATION SECTION DISCHARGE LINE TROUGH DETAIL (UNLESS OTHERWISE NOTED) SCALE: 3"=1'-0" NOT TO SCALE AT DISCHARGE PIPE NOT TO SCALE NOT TO SCALE PUMP & WELL BOND BREAKER ,o �#6 ® 48" O.C. DOWELS FOR I 2" F.R P. GRA TING £XTER/OR MASONRY WALL (T ) I�2"g H.P. ( 1'0" 3 EO. R.=2'0" 1'4"® L.P. 1 1/2" F.R.P. 24" J9" SLAB 1'-0" 3'-0" I ,-12T®10» EL. 81.50 6" (NO GRA TING) ®12" N 9" SLAB EL. 81.50/ J GRA TING 5 E.W. EL. 81.50 #5 E.W. 1 PROPOSED 5 -6" SEA T #5®12" E.W. ✓ #5 E. W. �1 " I #4 12 I # I =1'-8" 11 , ' • 1-1/2 F.R.P. GRA TING FIN. GRADE PROPOSED / I , 1 • ' 3" F/N. GRADE EL. 81.50 �o #5 (TYP.� p ;• 2#5 ;. \ \' #7®12" E.W #7 W. a = — #7 E. W. J #7 E.W. J » 12" SQ. 5�12" ` 2» F.R.P. GRA TINGN .' a 1 -I- — . ..a #5012 _ # L OPE TO DR_A/ N 2" RIGID /NSUL• 5�12 SUMP 9 SLAB 9 SLAB " EL. 81.50 2' HOR/Z.,4' VERT. (TYP) VAPOR BARR/ER 1 # 2 RIGID a . •', a < • e N 4 » �` FOR REINF. a N 1 _2 » t COMPACTED a o n » 4�12 �1 E. / SAND FILL SEE SECT. A a 1 1 of ' ' 11 11 COMPACTED BACKFILL ; EXTEND CONCRETE SEAL 1 #5®12» E.W. 1 h #4012" - � o .,IH •. TO EL. 79.00 #7®12 E.W. E. W. " ,I #5 E. W. 1 _p o N ° ' 7 E.W. p 1 -0 2_p I ,I :'a,•: 9» SLAB % 4 # • �''� #5912" 4 4 CONT. EXISTING 24" D/A. ti� 2' 0» 11» 1. 2» 11» :a '.4 a ,, a4 #4 • ...._ ,,,,,,,- STEEL CASING FOR RE/NF. SEE SECT.A A SECTION s-1 SECTION s-1 SECTION s-1 SECTION s-1 SECTION S-1 SECTION s-1 SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" SCALE: 1 /2"=1 '-O" SCALE: 1/2"=1'-0" _y PROPOSED z —s DRAWING NO. 2 ' ORIGINAL FULL SIZE DRAWING=4" S - 1 PUMPING STATION NO. 20 AND EQUIPMENT WHITMAN & HOWARD , INC. __ }. REPRooucr�oNs MAY BE REDUCED slzE °B "91-012 CEN TER VI LLE—OSTER VI LLE—M AR STON S MILLS APPROVED CONTRACT NO. 45 WILLIAM STREET, WELLESLEY, MASS. z.�. �. c� 91_1 FIRE DISTRICT NO. DESCRIPTION DATE r t DESIGNED DRAWN CHECKED SCALE DATE STRUCTURAL PLANS, SECTIONS, AND DETAILS REVISIONS 9�2G 9� 4L MOC AL AS NOTED JUNE, 1991 SHEET 4 of 9 SHEETS I" P VC SLEEVE TO INJECT/ON NOZZLE 4" FLOW THROUGH SENSOR DRAIN LINE EXTERIOR HOSE B/BB CURRENT—TO—FREQUENCY (SEE DETAIL SHEET 6 OF 9) W/VACUUM BREAKER CONVERTER 4" DIA. DJ. DRAIN (4"1/4 BEND (THROUGH WALL) REDUCER (TYP.) AS REQUIRED BELOW FLOOR, EXTEND TO J O" I" DIA. PVC PUMP SUCTION MIN. ABOVE FLOOR) 4" DRAIN LINE TO LEACHING PRESSURE RELIEF LINES FROM HYDROXIDE PIT (SEE SITE PLAN) FEED PUMPS. RUN IN A I" DIA. PVC SLEEVE. 100 GALLON DAY TANK FLOW THROUGH SENSOR ELECTR/CALL PACT/VA TED BALL VALVE W/ FLOW 77�ANSM/T7ER SURGE CONTROL CAB/NET /WITH STAND W PRESSURE 2" DIA. PVC TRANSFER LINE 2" DIA. PVC VENT LINE— FLOW RECORDER AND WATER LEVEL RECORDER CHEMICAL FILL LINE CAB/NET EXHAUST FAN FLOW GAUGE 8" PRESSURE GAUGE 2" DIA. CHEMICAL FILL LINE (EF-2) EXHAUST ELECTRIC HEATER CEILING HUNG) FAN (EF-1) I WA TER LEVEL GAUGE WALL SLEEVE (TYP.) III I I I i i I I i I 1" DIA. TYPE K COPPER SAMPLE LINE III I I I I I I PLASTIC TO COPPER ADAPTER CHEMICAL OVERFLOW (DRIP) BOX C I-- O >5'-0" I" DIA. SAMPLE L/NE 2" DIA. PVC VENT L/NE. Q �2" p/,q . pH RECORDER r 6" OPENING /N TRENCH GRATING M/N. COVER 4' 6" BELOW CONNECT TO DAY TANK VENT LINE L EYEWASH DRAIN pH 7RANSM/TTER O CHEMICAL � �� FINISH GRADE 1500 GALLON HYDROXIDE TRANSFER 4 DRAIN —— TANK (5'-4" x 9'-9") PUMP O CHEMICAL FEED PUMPS (2) 3" DIA. PVC SLEEVE (EMBED /N CONCRETE) 3" VENT WITH TURNED DOWN m SEE DETAIL SHEET 7 OF 9 SMALL N ANCHOR BOL TS PIPING 8" INSERT FLOW TUBE INTAKE LOUVER ELBOW AND S.S. SCREEN == LEVEL PROBES (4 REQUIRED) 8"x6" REDUCER BRA CE 2" HIGH CONCRETE PAD v EMERGENCY 6 (TYP.) 1" DIA. T/E RODS 8" SPOOL I" DIA. TIE RODS SHOWER/EYEWASH e I" WA 7ER — (2 REQUIRED) (2 REQU/RED) SUPPL Y o 8" PIPE PUMP —- -16" DIA. BOL TED MANWA Y F_ \ I \ SUMP L+ + 6" SPOOL L8" FLEX/BLE COUPLING 8"-1/8 BEND 8" PIPE 8" GATE VAL VE I" CHAMFER 8" CHECK VAL VE » 8 x6 REDUCER CHEMICAL FEED CORP. GUARD DOUBLE 2" AIR & VACUUM 8" SPOOL `-6" SURGE CONTROL VAL VE (SEE DETAIL SHT. 6 OF 9) / DOORRELEASE VAL VE I" DIA. TANK SIPHON 3" DIA. PVC SLEEVE \—CABLE TORQUE OPERATOR / (TYP.)® 22 1/2' SLOPE SILENCER AND PIPING SHALL SUMP BE MOUNTED TO CLEAR —\ ___= NOTES. 1 SLOPE FLOOR SL/GHTL Y, TO DRA/N I SCREEN SINGLE FLOOR B Y M/A( OF 7-0" I DOOR DOOR AUXILIARY FLOOR TO TRENCH ENGINE 2. SET 7RENCH FRAME I" BELOW SILL CONTROL 1 CAB/NET U O N07F- SUMP — = CONDENSA T/ON TROUGH UNDER DISCHARGE PIPING \ (SEE DETAIL SHEET 4 OF 9) GRA TING 1 1/4" GAS 4" CONCRETE PAD (MOUNT HIGH) 1 1/2" FRP 1" CHAMFER ELECTRIC HEATERS (CEILING HUNG) GRA TING --------t O O —CABINET 3" THICK MOTOR CONTROL DESK �/NSULA T/ON CENTER O O (TYR.) II II I I li it LABORATORY COUNTER WALL CAB/NETL 1 1/4" GAS LINE —2ND STAGE (WALL MOUNTED 2'6" (MOUNT 5'0" INTAKE LOUVER INTAKE LOU(/ER REGULATOR WALL MOUN7F0 SINK RADIO CONTT?OL ABO VE GRA 77NG) ABOVE GRA 17NG) " CAB/NET ENGINE EXHA UST -----3/4" UNDERGROUND (SEE DETAIL SHEET 6 OF 9) PIPING TO PROPANE TANK (MIN. COVER 2'6') FOR CONTINUATION SEE SITE PLAN PLAN SCALE: 1/2" = 1'-0" PROPOSED Of y DRAWING NO. PtOSIM L ORIGINAL FULL SIZE DRAWING--4" M 1 PUMPING STATION NO. 20 AND EQUIPMENT WHITMAN 8c HOWARD , INC. REPRODUCTIONS MAY BE REDUCED SIZE JOB NO.91— 012 CENTERVILLE OSTERVILLE MARSTONS MILLS F APPROVED CONTRACT NO. 45 WI LLI AM STREET, WELLESLEY, MASS. lo�lA 6 p4QA t 91-1 FIRE DISTRICT NO. DESCRIPTION DATE DE IG D DRAWN CHECKED SCALE DATE REVISIONs MSC �`� AS NOTED DUNE, 1991 SHEET 5 OF 9 SHEETS AS LAYOUT 711610 HOLES TYP.) AND 3/8" S.S. EXPANS/ON NOTE- 1/2" (MIN.) SPACING REQUIRED BETWEEN CASING AND SETTING PLATE 1'--4" LOW POINT FIN/SHED GRADE BOL IS (2 PER SIDE) PVC FLASHING TYP. CAULK ALL AROUND ( ) 18" 2" X 1/4" FL 7F I" OVERLAP I" STEEL SETTING PLA TE REINFORCING ° i (DOOR FITS UNDER) ROD"�T��ADED 1'-2" HIGH POINT TRENCH J4 3 4 16 ALL AROUND HEA VY DUTY HASP 1" CHAMFER TYP. SUMP CONCRETE 4" D. r. ( ) NUT & WASHER DRAIN ' DOOR GU/DE I— AROUND TRENCH a '•a ', a < ' — 2 M/N. COVER s• a•� s ° (TYP.) DRAIN TO COMPLE7TL Y •. , i DRAIN WA TER '- '• TO LEACHING P/T ., i ,,� ° •� 12" LEVELING NUT (TYP.) a a a s• s• a PIANO 12 FLOOR DRAIN SL OPE 1/8 PER LINEAR FOOT ' 1 J HINGE ,�,,�x /�— Q ���>N '� k A 1 EMBED DRAIN P/PE , 8 SLEEVE (FOR CON T/NUAT/ON SEE S/TE PLAN, /N CONCRETE 0.080 ' i Q i i ,, � CONCRETE 24 CASING 6 MINIMUM SHEET 2 OF 9) AL UM/NUM W i i �� � S,, SHEET i i i i 3/16" S.S. NOTE- ALL DRAIN PIPES BELOW FLOOR Q) i i " BOTTOM ABOUT PLATE SLABS TO BE CONSTRUCTED SIMILAR i i 12 BECOW EXHAUST TO THIS DETAIL W/T7-/ CONCRETE FAN 1/2" S.S. SCREEN ANGLES AND EXP. METAL SETTING PLATE DETAIL EMBEDMENT AND WALL SLEEVES. i i NOT To SCALE TRENCH DRAIN DETAIL ' -------- - -- CHEMICAL FILL LINE CABINET NOT TO SCALE FRONT—INSIDE SIDE NOT TO SCALE DISCHARGE LINE ADJUSTABLE PIPE SUPPORT NOTE (J REQU/RED) / ' ALL ALUM/NUM (ANODIZED) __4" D.1. ORA/NO --DRILL 4 DRAIN HOLES /N i 3/4"x,3/4"xl/8" ANGLE i o CONS7RUC77oN J6 PLA TE (2 EACH SIDE) ALL AROUND i 8" P. V.C, 7ROUGH FINISH GRADE f3 •4:.• ! �Z, '"Ale•.4 e•. r n• V e•.4 �,.4,• -~jai°•,. d.i•Jp';e•.^.Ld':d d.:.G;d tei. TO STONE BOTTOM , 'a :a :a , a :e :e 4Kd.z .. OU17ALL EXHAUST FAN EF-1 COVER NOT TO SCALE ZINC ORTHOPHOSPHA T SODIUM HYPOCHL OR/TE EMBED DRAIN PIPE „ POTASSIUM HYDROXIDE TO SUIT DISCHARGE LINE TROUGH DETAIL /N CONCRETE (TYP.) T�MINIMUM 8" SLEEVE PIPE NOT TO SCALE L IF, DRAIN DETAIL FOR #2 STA/NLESS STEEL MESH 3 CHEM/CAL FEED 1 1/2" X 3/4" X 1/4"-i FLOW THROUGH SENSOR ANIMAL SCREEN SECURE CORPORA T/ON COCKS ANGLE IRON Wr7N STAINLESS S7FEL BAND 5:r8' STONE OUTFALL HOLE TO FIT BOL T TO surr EQUIPMENT NOT TO SCALE \ /N PIPE FLANGE 2" X 3/8" F.B. TO SUIT EQUIPMENT 1 po po @ r— 3" X ,3/8" F.B, — ------- " 4 D./. DRAIN FLOW i FROM PUMPING STATION ►� 1 ' 24» � Z STONE OUTFACE TO BE LINED W/1N A ANGLES (TYP.)8" CONC. PAD FOR L.P. GAS TANK NONWOVEN F/L TER FABRIC. FABRIC SHALL PLAN ELEVATION o J BE M/RAF/ 140N, M/RAFI, INC CHARLOTTE, h N.C. OR APPROVED EQUAL CHEMICAL FEED CORPORATION GUARD ' I I" CHAMFER ( TYP. ) STONE OU TFALL DETAIL NOT TO SCALE FINISH GRADE 12" NOT TO SCALE USE 3/4" EXPANSION BOLTS AT 72" O.C. TO ANCHOR ENGINE SUPPORT TO THE FLOOR /8" 10" OVERALL SIDE ELEVATION END ELEVATION 18" 1 ANGLES ALL AROUND ;¢(5 ® 12" E.W. ENGINE SUPPORT DETAIL " L.P. GAS PAD „ 1 OVERALL NOT TO SCALE W/RE MESH 5/32 0 i DIAMOND PA TTE"RN " 1 X J14" I I NOT TO SCALE MASONRY OPENING 12'� ALUM/NUM SLEEVE A i I I i �— 1/4" GAL VAN/ZED BRICK STA/NLESS STEEL BAND PLA TE OR AL UM/NUM PLA TE WALL PROVIDE MO/STORE PROOF CAP (SEE NO7FS NO. 1, 2, & 3) #2 STAINLESS „ S7FEL MESH (M N) 4" O.D. STEEL / FINISH AS REQUIRED ______ ALUM/NUM SLEEVE WELDED ' A ��\ I 4 BRICK — FILL WITH 3000 PS/ CONCRETE TO ALUM/NUM WALL PLATE : � ------ — — — — — — — PACKING S/L (SCHEDULE 40 ALUM.) i 8" BLOCK � " , " 14 1 —0 2"' BIRD SCREEN (SEE DETAIL 7ROWEL SMOOTH WITH FINISH GRADE 3" CALCIUM SILICA IE- 1N/S SHEET) i 4" �— 1/4" X 2" STA/NLESS /NSULA 77ON (TYP.) ,�FINISH GRADE (AS REQUIRED) " — " STEEL NUT AND BOLT --— CUT P 60' SLOPE \ / ,\ MASONRY OPENING 1140 1 1/2 LONG STA/NLESS (+12") LAG BOLTS WITH SHIELDS STEEL OUTSIDE FACE o BAND » (J BOL TS PER SIDE IN ,�I 2210, 3000 PS/ CONCRETE FOOTING MASONR Y) ALUM/NUM P A � UNDISTURBED (COMPACTED SUB GRADE) (1=0" SQUARE) PROTECTIVE GUARD SECTION A—A BIRD SCREEN DETAIL :III III _ IIIIIII ALL ALUM/NUM TO BE 0.25 THICK —� -I NOT TO SCALE NOT TO SCALE NOT TO SCALE „-I I 4 II,», 9 9" NorEs• DETAIL OF .ENGINE EXHAUST - 1. GUARDS FOR TWO PUMP ROOM INTAKE LOUVERS SHALL BE GAL VAN/ZED S1FEL NOTE.• ALL BOLTS, SCREWS; LAG BOLTS OR ANY FASTENERS FOR THRU WALL STEEL BOLLARD DETAIL 2. GUARDS FOR CHEMICAL ROOM INTAKE LOUVER AND EXHAUST FAN (EF--2) SHALL VENTS, LOUVERS, EXHAUST FANS, GUARDS, SCREENS, NOT TO SCALE BE CLEAR ANOD/ZED ALUM/NUM. PANEL BOARDS, ETC. SHALL BE STA/NLESS STEEL, UNLESS NOT TO SCALE OTHERWISE NOTED. J GUARDS SHALL BE WELDED TOGETHER AS ONE UNIT. PROPOSED ``N M � „ DRAWING NO. ORIGINAL FULL SIZE DRAWING=4 -, M 2 PUMPING STATION NO. 20 AND EQUIPMENT wymm 1�WHITMAN 8c HOWARD , INC. 8 REPRODUCTIONS MAY BE REDUCED SIZE JOB NO. f'�L'rs� APPROVED 91-012 CENTERVILEE—OSIERVILEE—MARSTONS MILLS 45 WI LLI AM STREET, WELLESLEY, MASS. UL E CONTRACT NO. FIRE DISTRICT 91-1 NO. DESCRIPTION DATE �• �� '''`) DES G D DRAWN CHECKED SCALE DATE REVISIONS N►DC. Q�� AS NOTED JUNE, 1991 SHEET 6 OF 9 SHEETS MISCELLANEOUS DETAILS T_ i I" WA TER LINE TO EMERGENCY SHOWER (EXTEND ALONG WALLS ADAPTER AS REQUIRED TO INSTRUMENT WALL pH FLOW THROUGH SENSOR FLOW RECORDER TO EMERGENCY SHOWER/EYE WASH IN CHEMICAL ROOM) 1/2" DIA. WA TER SUPPL Y (TAP PIPE) f pH 7RANSM/TIER 1/4" COPPER TUB/NG PARCO CAB/NET WITH PUMP DISCHARGE LINE i W/PETCOCKS PRESSURE RECORDER CHEMICAL FEED PUMP SIZE AS REQUIRED BY PUMP i SMALL PIPING BRACE (TYP.) pH RECORDER MANUFACTURER (I MIN.) A A 67-L OW 8" PRESSURE GUAGE 4-FUNCTION VAL VE 1/2" DIA. PUMP PRESSURE (TAP PIPE) � GUAGE © � l� 000 r �- CURRENT TO FREQUENCY —SET OF UNIONS ON EACH ® . ® ® PRESSURE RELIEF LINE O O CONVERTER LINE /lV TRENCH (IYP.) � � TO CHEMICAL DRIP BOX 4 1/2" PRESSURE DRAIN-� LEVEL 'GAUGER 7NROUGH 1" PVC SLEEVE , GAUGE (TAP PIPE) - REDUCER 1/2" DIA. SYSTEM PRESSURE 1" AIR GAP-y (IF REQU/RED) --1" PVC DRAIN �-SMOOTH-NOSED TO CHEMICAL - = SOLENOID VAL VE AND D.P. FIL TER �CUN � FAUCET DAY TANK ' 1" P. V.C. SLEEVE B YPASS ASSERBL Y CELL � "PUAMP � --� �UN/ON 3 VAL VE � 1" DIA. PVC TO INJECT/ON NOZZLE o _ _ _ _ _ _ _ MANIFOLD PUMP SUCTION LINE BALL VAL VE (TYP.) PRESSURE GAUGE AIR PUMP ►� 0 (0-150 PSl) LLLHOSE (FOOT TYP) S1RA/NER� REDUCER (TYP.) AS REQUIRED + CHEMICAL FEED CORPORATION COCKS BIB UN/ON 1�vTAP P/PE (TAP PIPE) SEE DETAIL THIS SHEET PRESSURE- I REDUCING FINISH 1/2 DIA. RIGHT ANGLE FLOOR CAL IBRAT/ON COL URN GEAR COOLING LINE 1/2" D/A. FLOW SENSING L/NES VAL VE ul FLOW TUBE PORT CLEANOUT TEE 2"D/A. EYEWASH DRAIN » 3/4 DIA. WATER W/REMOVABLE CAP (TYP) -4 DIA. D. I. DRAIN STOP & WASTE SHUTOFF TO NOTES. SUPPL Y TO ENGINE TO STONE OUTFALL HOSE BIB OUTS/DE STA T/ON 1. EQUIPMENT TO BE L OCA TED AS 3/4 10 BA CKFL OW PRE VENTER DRAIN LINES SHOWN ON PLAN, SHEET 5 OF 9. PIPE SUPPORT (TYP.) 1 fL \ (3' TO 4' OFF FLOOR) CHEMICAL FEED INJECTION LINE AND SLEEVE 1" SAMPLING 2 CENTERLINE OF GAUGES AND AS REQUIRED ----- (EXTEND ADJACENT TO DISCHARGE P/PE To LINE- CHARTS TO BE 5'0" ABOVE FLOOR. -----'� INJECT/ON NOZZLE) FLOOR �-- DRAIN FOR BACKFLOW PRE VENTER AUXILIARY WITHAPPROVEDAIRGAP ELEVATION VIEW OF INSTRUMENTS AND SMALL PIPING ENGINEIII f CHEMICAL FEED PIPING SCHEMATIC NOT TO SCALE U �— 1 1/2" TYPE K COPPER DRAIN LINE- NOT TO SCALE 4 EXTEND TO TRENCH DRAIN (3 PVC O SLEEVE IN FLOOR 9 22 1/2• SLOPE) CHEMICAL TANK 14— 1'0" AUXIL/ARY ENG/NE BY-PASS L/NE TANK WALL SEE DETAIL THIS SHEET TWO FLANGE FITTING-TYP. 2' BLIND FLANGE CONNECT TO AUX/L/ARY ENGINE UNIT 2" FlN/SH FLOOR � I" DIA. DRAIN PIPE SMALL PIPING DETAIL , �0\'� 2„ S.S. SBUOPORO FL OKRET�` 60' 1/2" NOT TO SCALE ��' Gp P0� I TES �' " -------- NO - TANK TO SIT ON SCREED 1 DIA. PVC FLANGED 1. ALL EQUIPMENT SMALL PIPING LINES SHOWN SHALL BE 1/2" TYPE K RIGID TUBING UNLESS OTHERWISE NOTED. CONNECT/ON PIECE 2. UNIONS SHALL BE INSTALLED FOR EACH INSTRUMENT• (7) A T EACH INSTRUMENT, (2) A T EACH TUBING G� �J� �, \�� ;PDXY GROUT AND W/BALL VALVE (BY TANK MFR.) CONNECT/ON TO DISCHARGE PIPE, AND (3) AS NOTED ON PLANS. �, �, JCS 5# ASPHAL T FEL T PAPER 3. SHUTOFF BALL VAL VES SHALL BE INSTALLED ON EACH LINE \;, \;� 4. SMALL PIPING HANGERS/BRACKET' SHALL BE INSTALLED AT 2'6" INTERVALS ALONG THE WALL AND FLOOR. �� \� �'� �� �� �� CHEMICAL TANK BEARING DETAIL CHEMICAL TANK SIPHON DRAIN DETAIL IN ADDITION, HANGERS/BRACKETS SHALL BE INSTALLED 3' EACH SIDE OF EACH BEND OR TEE. �� � 5. REFER ALSO TO SECTION 15410. P�' ��C\ ��� P�� �J �Q �� Q�� Q v� NOT TO SCALE NOT TO SCALE �A� ( BRACE DRAIN LINE G� Qv �v �P �P G� G� QJ �� �P 3 o P VC PIPE 3" PVC VENT EX7FNDED TO EXTERIOR OF BUILDING WITH 1 1/2" D/A. ACCESS HOLE WITH (EXPOSED PIPE TURNED DOWN ELBOW AND 2" DIA. S.S DISCHARGE PIPE 1/2 RIGHT ANGLE GEAR ORA/N TO BE PAINTED) � � ADAPTER FOR TRANSDUCER S.S. INSECT SCREEN SEAL ALL AROUND 2" D/A. PIPE-FOR CONT. 1/2" WA7FR LEVEL GAUGE LINE 3" DIA. PVC SLEEVE /N FLOOR BETWEEN CAB/NET SEE SHEET 5 Of- 9 e a < '� <''� .''�' FLANGED VENT AND WALL (TYP.) SLOPE TO DRAIN d ORA/N " ' " ' ` ' "" ,+•�•,..4.:+ !•�•, CONNECT/ON BY D. PLATE - SEE- _ 2 D/A. AIR & VACUUM RELEASE VAL VE TRENCH FLOOR SLAB TANK MANUFACTURER DETAIL THIS SHEET DRAIN W/SCREEN, FASTEN TO 3" DIA. PIPE HANGERS ` ; co S.S BALL VAL VE� 2"TEE W/2':Yl" PVC VERTICAL PIPE, PROVIDE VERTICAL BRACE (7 REQ D.) (ram) +. +. ,I ___ REDUCING BUSHING TANK TOP e e ', a < ,, a ^ SEE NOTE BELOW SUPPORT BRACES (SEE DETAIL THIS SHEET) - - �; . ; �; EMBED /N CONCRETE CHEM/CAL FILL �� I" PVC BALL VAL VE G NO1F CORE HOLE FOR SLEEVE /N EX7FR/OR LINE CAB/NET SECTION A—A 2-1" 90, ELBOWS WALL. CAULK BETWEEN SLEEVE AND S.S. ESCUTCHEN I ��_1"THREADED UN/ON VENTPIPE. IN- - - CROSS SECTION OF 3"0 PVC SLEEVE FOR AIR & PLATES INSIDESTALL AND OUTSIDE.UTCHEN PLATES TYP 4, o» FLOOR CHEMICAL TANK VENT DETAIL ° SMALL PIPING TRENCH VACUUM RELEASE DRAIN LINE GROUND SURFACE cHERrcaL DRIP BOX (PVC) 2 A/R & VACUUM RELEASE VAL VE NOT TO SCALE NOT TO SCALE NOT TO SCALE " Q i p NOTE.• FILL LINE BALL VAL VES TO BE 1 1/2" DIA. ACCESS TO WELL p STAINLESS STEEL. VAL VES TO HA VE TEFL ON SEA TS AND STEM GUIDES. 1/2" STUFF/NG BOX DRAIN CONDENSA TION 7ROUGH UNDER CHEMICAL FILL LINE DETAIL DISCHARGE PIPING (TYP.) SHAPE CONCRETE TO DRAIN 1/2" PUMP BASE DRAIN WA TER INTO CONDENSATION TROUGH 1/2" ID. NOT TO SCALE 1 1/2" AIR VENT RIGID PER/ME7ER /NSULA 77ON POL METH KENE TUB/NG 1" DIA. DRAIN COLLECTOR [-FINISH GRADE PUMP BASE DRAIN PIPING DETAIL Ram 2 - - CHECK VALVE I NOT TO SCALE FILL WITH CONCRETE ANTI-SYPHON VAL VE o 8" Al.J. 45' BEND 3/4"� T/E RODS (2 REQ D.) 2" THICK RIGID INSULATION PRESSURE GAUGE h 8" PIPE CCONNECTOR• FLEX/BLE PRESSURE REDUC/NG VALVE 12 D.I WA TER MAIN ' SOLENOID VAL VE FOR CONTINUATION " 6" „ A UX/L/AR Y ENGINE SEE S/7F PLAN - - 1 CORPORATION COCK 3/16 DIA. HOLE FOR 1 1/2 0 COOLING LINE, 3/4"� + ' V O 1/8 DIA. S.S MASONRY O O DRAIN B. V. B. V. » N P. T. SCREW TYP.-4 PER SIGN 3/4 BACKFLOW PREVENTER 12 X 8 M.J. REDUCER ••'•'�s• LEGEND FLEX/BLE SIRA/NER CONCRET THRUST BLOCK DISCHARGE PIPE POTASSIUM HYDROXIDE 1/2" s/� BALL VAL VE CONNECTOR 8" M.J. SOLID SLEEVE O O 3/4" INJECT/ON NOZZLE --s? REFERS TO PIPING BEING CONTINUED TO DRAIN 1/16" ENGRA VED BLOCK 316 S.S. PLATE-TYP. TO l T'S RESPEC Tl VE L OCA TION 7FMPERA TORE REGULA TING VAL VE-11/2" WA TFR SUPPLY TO L ET7FRS-TYP. CHECK VAL VE PRESSURE REDUCING VAL VE RIGHT ANGLE GEAR DISCHARGE PIPE DETAILS VICINITY OF 15�� SLEEVE --�ii--- UNION AUXILIARY ENGINE BY—PASS LINE AND OUTSIDE FOUNDATION CHEMICAL INJECTION NOZZLE DETAIL EXTERIOR FILL PIPE I.D. PLATE NOT TO SCALE NOT TO SCALE HACKFL0W PRE VENTER NOT TO SCALE NOT TO SCALE - } PROPOSED AN 0 4r, DRAWING NO. po i ORIGINAL FULL SIZE DRAWING=4" M - 3PUMPING STATION NO. 20 AND EQUIPMENT �� WHITMAN & HOWARD , INC. LREPRODUC110NS MAY BE REDUCED SIZE JOB No. — 91-012 CENTERVILLE—OSTERVILLE MARSTONS MILLS :zv?77�x � APPROVED CONTRACT NO. FIRE DISTRICT 45 WI LLI AM STREET, WELLESLEY, MASS. MAL �� ' f a�• T. 91 -1 NO. DESCRIPTION DATE `� �• )tmm►'J D 7D DRAWN CHECKED SCALE DATE MISCELLANEOUS DETAILS REVISIONS N��� R�� AS NOTED DUNE, 1991 SHEET 7 OF 9 SHEETS CHEMICAL TRANSFER 3/4"C-4 #14 1"C.-INSTALL CABLE PUMP RECEPTACLE TO CFCP FURNISHED BY SUPPLIER SURGE CONTROL CABINET BALL VALVE 3/4"C-1-2/C#16 T.S. CHEMICAL FEED (FUT. CALGON) PANEL SCHEDULE -LP LEGEND EXHAUST FAN EF-2 EXHAUST FAN EF-1 PUMP RECEPTACLE MCP SERVICE: 120/240 VOLT, 1 PHASE, 3 WIRE, 50 AMP MAINS: 100 A. MOUNTING: SURFACE -WITH 50 A. MAIN BREAKER COMBINATION MOTOR CIRCUIT PROTECTOR AND MAGNETIC STARTER AS FOLLOWS: WP WP J LP-16 J 4 1EF rr1 STARTER LOCATION: ON WALL OF PUMP STATION RVNR RVNR = REDUCED VOLTAGE NON-REVERSING AUTO-TRANSFORMER 2 TO TO " TO J Z CIR. LOAD CIR. BRKR. MOLDED CASE AIR CIRCUIT BREAKER 3 POLE UNLESS OTHERWISE NOTED) /CCCP 12 TO CFCP < �P C - J � LP-6 EUH-2 NO APPLICATION REMARKS ( CFCP LP 5 VIA MCCMCC-B2 VIA K.W. H.P. POLES TRIP —�F— CURRENT TRANSFORMER (C.T.) J 3/4"C-1-2/C TO CFCP 3/4"C.-5#12 THERMOSTAT M 1 LIGHTING 1 20 A. �— POTENTIAL TRANSFORMER (P.T.) #16 T.S. FS = 3/4"C.-6#14 I 2 RECEPTACLES-PUMP RM. 1 20 A. LIGHTING ARRESTER TO CFCP 3/4"C-4 #14 J 75 o i 3 FLOW RECORDER 1 20 A. F— SURGE CAPACITOR 1/2 C-2#14 TO CFCP /2"C-2##14 L 3/4 C.-1#6 GROUND TO t I f-- TO EUH-3 TO RCIC ; SAMPLE WATER PIPE 4 RECEPTACLES-CHEM. RM. 1 20 A. GROUND SEE NOTE 1— GENERATOR 60A. 2 POLE, 250 VOLT 5 EXHAUST FAN—PUMP RM. 1 20 A. �— FUSE SEE NOTE 3 VCONTROL 1 1/4"C.-6#12 & 16#14 /—MANUAL TRANSFER 6 CHEM. FEED PP.-CALGON 1 20 A. ^��— NORMALLY OPEN CONTACT P NEL� SWITCH LOCATED BELOW 2#14 1#6 GROUND ` 3/4"C.-1#6 GROUND LIGHTING PANEL 7 BATTERY CHARGER 1 20 A. [FLfljtr (� ELECTRIC HEATING UNIT _ 8 RADIO TRANCEIVER 1 20 A. CHEMICAL FEED LP-13 �.; 4 `. " LIGHTING PANEL L.P. 9 SMOKE DETECTOR 1 20 A. DISCONNECT SWITCH, 600 VOLT CONTROL PANEL `� 1 C.-3#6 I 10 CHEM. FEED P.P. FUTURE 1 20 A. (CFCP) LP-12 i LP-7 ��`. i 1"C.-3#4 /R INDICATING LIGHT: R-RED G-GREEN W-WHITE A-AMBER // ## J 11 OUTSIDE FLOODLIGHTS 1 20 A. 1EF 2 STARTER EUH-1 ��`�� 12 EXHAUST FAN-CHEM. RM. 1 20 A. � �` � � WALL SLEEVE (TYP.) i DS DOOR SWITCH J b —__,..�.. 13 CHEMICAL FEED C.P. 2 20 A. M EUH-3 M2 1/2"C.-4#3/o SUMP PUMP 1 20 A. DUPLEX RECEPTACLE (GROUND TYPE) MCC-B5 TO TRANSFORMER PAD 15 SUMP PUMP 1 20 A. ® PHASE FAILURE RELAY 1 F2 C-3#12 TO SEE SHEET E-2 FOR MCC-61 VIA THERMOSTAT F-1 STARTER RADIO TRANCEIVER CONTINUATION 16 H RECORDER 1 20 A. WP WEATHERPROOF (NEMA 4 UNLESS OTHERWISE NOTED) MOTORIZED LOUVER CABINET (RCC) 17 SPARE 1 20 A. MANUAL MOTOR STARTER (TYPICAL) 3/4"C.-2#10 CONNECT ELECTRIC UNIT HEATER 18 SPARE 1 20 A. TO BATTERY CR BATTERY CHARGER THERMOSTAT (TYPICAL FOR 2) 19-20 SPACES CONTROL RELAY (BY OTHERS) MOTOR CONTROL ETM ELAPSED TIME METER CENTER(MCC) POWER PLAN WALL-MOUNTED AND INCANDSCENT LIGHTING FIXTURE SCALE: 1/4" = 1'-0" LIGHT FIXTURE SCHEDULE b O--I "G" INDICATES FIXTURE TYPE, "b"INDICATES CONTROLLED BY SWITCH "b" FLOW RECORDER FIXTURE MANUFACTURER CATALOG NO. WATTS FIXTURE REMARKS G 1 "1" INDICATES CIRCUIT NUMBER PH RECORDER TYPE FIXT. TYPE MTG. LAMPS VOLTS FLUORESCENT LIGHTING FIXTURE. NOTATION SAME AS ABOVE 1/2"C-4 #14 PH TRANSMITTER 3/4"C-1-2/C#18 T.S. TO (RCC) A BENJAMIN FE-1224-4 100 FLUOR. CEILING 2-40W 120 WET LOCATION TO RCC FLOW THROUGH SENSOR SURGE CONTROL CABINET B BENJAMIN OWW-100HX-MT-B 120 H.P.S. WALL 1-100W 120 WITH P.C. OPC-120 & LS LIMIT SWITCH 3/4"C-1-3/C#18 T.S. LEXAN SHIELD OW5-1 S SINGLE POLE SWITCH CONTROLLING LIGHTS 0 0 ❑ o - o C CHLORIDE MB-2-WP 25 TUNG. WALL 2-25W 12VDC HOA HAND-OFF-AUTOMATIC SWITCH SELECTOR 3/4"C-1-2/C #18 T.S. 3/4 C 1-2/C #18 T.S. O TO CFCP A 1 LP-3 A TO FLOW RECORDER A 1 PL PUSHBUTTON CONTROL STATION MOMENTARY TYPE WITH LOCK-OUT DEVICE,STOP 0 4 1/2"C-2 #14 LP TANK LEVEL PROBE � DIFFERENTIAL 120 VOLT FROM LP-5 O J A 1 WP w PRESSURE �.. EF EXHAUST FAN LP-2 TRANSMITTER B 11 MANUAL c Wp LP-4 �� 1/2"C V MOTOR STARTER Sc -2 #14 DP o c �-EXHAUST FAN VS VOLTMETER SWITCH, THREE PHASE FS LP-1 ° Lp_g b " ° N Ds HAND-OFF-AUTO O.L. Ds 3/4"C-1-2/CLl #18 T.S. SD 11 1/2 C-2 #14 SELECTOR SWITCH I I M O VOLTMETER Ds SEE NOTE 3 TO (RCC) SMOKE SEE NOTE 2 LP-2 �J DETEC OR M MOTORIZED LOUVER A.F.F. ABOVE FINISH FLOOR CFCP q 1 1 (TYP.) q 1 —� NUMBER AS REQUIRED 3/4"C THERMOSTAT ( ) # CONDUIT RUN EXPOSED (DIAGONALS DENOTE THE NUMBER OF NO. 12 AWG WIRES. LP-15 -4 #14 LIGHTING PANEL (L.P. IF NO DIAGONALS, 2 NO. 12 WIRES IN 3/4" CONDUIT L - 0 VIA MCC Wp 1/2"C-2#14 3/4"C-1#6 LP-2 & 4 3 4 C- 5 #12 TO MCC 1 1 4"C-EMPTY FOR ANTENNA CABLE WIRING DIAGRAM-EXHAUST FAN EF-1 / A 1 4 LP-2 LP-8 � / LPI-1,3 FS 2 b __ 1 1/2"C-15' HIGH TO NOT TO SCALE --� HOMERUN. RUN TO PANEL "LPI" CIRCUITS 1 & 3 WP b ° MOUNT ANTENNA ---- CONDUIT RUN CONCEALED (2 NO. 12 WIRES IN 3/4" CONDUIT UNLESS OTHERWISE r] 2 4 c 0 o LP-2 c d r #2 GROUND NOTED LP-4 oO Oo J 2 r WIRE ANTENNA 480 VOLT, 3 PHASE MOTOR CONTROL CENTER FLEXIBLE CONDUIT 3/4"C-1#2 " MOTOR CONTROL GROUND 64 ®5 C1 © �— CONDUIT TURNING UP HIGH WATER " 1 1/4 C- EMPTY CENTER CC I LEVEL SWITCH ZCHEMICAL FEED (FUT. CHLORINE) 3/4 C-3 #12 TO UP TO ATTIC FOR ( ) PUMP RECEPTACLE BATTERY CHARGER ANTENNA CABLE GROUND ROD--� I �— CONDUIT TURNING DOWN (TYPICAL) 1 1/2"C-7-2/C#18 T.S. I Al I ONE-TWO CONDUCTOR, NO.14 AWG, TWISTED SHIELDED PAIR CABLE MCP 1-2/c #14TS TO CONTROLS & ALARM q V 225 ) 100 100 100 100 LIGHTING & MISCELLANEOUS PLAN TO THERMOSTATS I 200 20 20 40 20 I 3/4"C.E. EMPTY CONDUIT. NUMERAL DENOTES SIZE ,SCALE: 1/4" = 1'-0" RADIO TRANSCEIVER AS AS CABINET (RCC) I 10 I MOTOR NUMERAL INDICATES HORSEPOWER A4 120/240 VOLT 24OLT o 5O 5 1 PHASE DRY TYPE TRANSFORMER ❑J Q JUNCTION BOX 5'-0» GROUND BUS A3 I O AMMETER 1,-8„ I 60AMP, 2 POLE —I- POWER FACTOR qS AMMETER SWITCH, THREE PHASE 120 VOLT FROM LP _ Aft 191k MANUAL TRANSFER CORRECTION r MANUAL I A B C 3/4" C-1#6 GROUND I SWITCH I CAPACITOR O THERMOSTAT HAND-OFF-AUTO MOTOR STARTER TO RADIO TRANSCEIVER SELECTOR SWITCH _ _ DUPLEX � 0 ( CABINET 1 O.L. 7 0 RECEPTACLE GENERATOR O 3/4" C-1#6 GROUND O TO SAMPLE WATER PIPE S STOP-START MOMENTARY CONTACT PUSH-BUTTON r-- , L -- - -j OJ T J T J T m 1"x3" GALV. STEEL 3/4" C-1#6 GROUND Fol LP o 75 P SCV 0 0 3O O O CHANNEL SILL TO WELL CASING 5KW 5KW ^ 5KW , FEED PUMP 4" CONCRETE PAD w > NOTES (FUTURE) 4 t��i 1 ® POWER COMPANY METER w z o Q o _j 1. THIS CONTRACTOR SHALL WELD TWO GROUND RODS, WITH PROPER GROUND WITH 1 CHAMFER � o w c� � ON 3 SIDES cv Q of 0 ►_- ►�, w � � I- z CONNECTION AND CLAMPS, TO THE WELL CASING FOR EQUIPMENT GROUND. WELL PUMP z z W w w z z w w Z a INTERLOCK o o m w w o a w w o 2. ALL EXPOSED FEEDER CONDUIT RUNS TO EQUIPMENT AT THE PUMPING STATION Z v w w V) w D E x c� Z w o SHALL BE RUN VIA VERTICAL DROPS FROM THE ATTIC SPACE. o a~ Q a o Y Q w Q w w Z NO HORIZONTAL RUNS SHALL BE INSTALLED ALONG THE WALLS OF THE Uui JW JW d' W � Z JW 2D W � o zin w = w = F- w � o w = c� a o � cnc� PUMPING STATION. WIRING DIAGRAM — 3. ALL ELECTRICAL EQUIPMENT IN THE CHEMICAL ROOM SHALL BE NEMA 4X CALGON & FUTURE CHLORINE FEED PUMPS M.C.C. ELEVATION SINGLE LINE DIAGRAM CORROSION RESISTANT. NOT TO SCALE NOT TO SCALE NOT TO SCALE PROPOSED DRAWING NO. . , ORIGINAL FULL SIZE DRAWING=4" PUMPING STATION N0. 20 AND EQUIPMENT RA.MA SGN`Yr REPRODUCTIONS MAY BE REDUCED SIZE WHITMAN & HOWARD , INC. JOB No. CHANORA cn 91-012 CENTERVILLE—OSTERVILLE MARSTONS MILLS No.2409 4; / APPROVED CONTRACT NO. 45 WILLIAM STREET, WELLESLEY, MASS. "Qica �. w _1 FIRE DISTRICT 91 NO. DESCRIPTION DATE � "�V� DESIGNED DRAWN CHECKED SCALE DATE ONE LINE DIAGRAMS, PLANS, LEGEND, n .Ci REVISIONS � �R �� K•� AS NOTED JUNE, 1991 SHEET 8 of 9 SHEETS WIRING DIAGRAM & SCHEDULES r wNveo Ft�cLl�r LEGEND � Co'q) coNGRETE GOvER Cp,p NFGUNOA.TION L�OGK�BL� METER ANO SOCKET �■..� PRIMARY IINDERGROIIND'DIICTBANK 2' 1.0. Ge►LV.4NIZE0 41o.5P I r �.� . STEEL. PIPE 1�� uNtSTRUT SECONDARY IINDERGROTJND CONDUIT METER Al 150CKZ:T 2 f/2 C-4.43/0 2f/2"C-4 w 3/p TO TRANSFORMER II ELEG'f'RIGOL., CONOt.IITS a PRIMARY MANHOLE METER TQ TRANSFORMER PAD L TO STATION --- f� (� MULTI-PHASE JUNCTION BOX• P.__GA S !AN/Y . -- E�1CL05URE - 4 FIN151-IED L_:1 METER ENCLOSURE --- -N TRANSFORMER GRACE G` PAD ® GROUND ROD PIMP 0 STA. NO•4?O TO TRANSFORMER i y>P NOTES • Coy CRU 51-t t3D PAO STOKE 1. PRIMARY CABLES FROM THE EXISTING MULTI- PLAN SECTION C - C PHASE JUNCTION BOX TO THE TRANSFORMER PAD 31411.0 !S= 0"L ONG ` SHALL BE PROVIDED AND INSTALLED BY COPPfR. CLAD GROUND � , COMMONWEALTH ELECTRIC COMPANY. ROos WrH No. & a �� METER PEDESTAL DETAIL GROUND W/RZ /4N0 �C/ N. T. S. CL AMPS TO GROUND 3 1 TANK 1 � AfCrER__PfOESTAL _ P See DETi9/L 7H/5 smer P � - TR,4NSfORMfR PAD THRU MC•LE.WITH -"OLA-:3"LONG C_NCH ANCHCR M (4 PLACES) O E- M �r � r .. le/'/Ll4 i n A N3s A Q �P -- - ►� \, �, I":45' \ �� P CHaR/ I�' �i 8- 5TU6 AND CAP THE TWO P FOUR) \ / M St0E5 ' 4 CONDv/r5 APPRox1A44 TELY 5'- O'w FROM ENO Of iPOAO PUMPING STATION No. 20 -�; 4 ., ✓z��- E. SITE • PLAN � ( � •-�w /� /I SCALE: I" = 40� EX/5�/NG MUL T/- PNsI S f \ . wNC-l' BOX \ a �4-2 DIA.HCLES.HOLES CfV ALL FOUR SLOES i \ NOTES I. CONCRETE TO BE 4000*HIGH EARLY STRENGTH AND VIBRATOR COMPACTED 2. TOP TO BE REINFORCED WITH*S ROD TO SUPPORT H -10 WHEEL LOAD AND TO HAVE A TROWELLED FINISH. 3. A 3/4"x 10' COPPERWELD GROUND ROD, A HEAVY DUTY GROUND CLAMP (BURNDY. LZG7. MANHOLE FRAME a COVER GP 6426 OR EQUAL) AND A 10, LENGTH OF�2 BARE COPPER 7 STRAND WIRE NE-10 SHALL BE SUPPLIED AND INSTALLED BY CONTRACTOR. r���\ 72� SEE NOTE 2 1" CRAY= (ALL AROUND) I.CHAMFER R=OR=G RODS ( 28" 4SIDES MULTI - PHASE JUNCTION BOX N . T. S. G'�4BCF /t1,4RKFR TdPE'RUN ENT/RE GABCf /t1ARKE.R TdPF RUN Ei!T/Rf 7/8" HOLES FOR B" LENGT// OF UNDERGROUND 1"FevzQ L fNICTf/ OF UNDERGROUND FEEDER GROUND R(JD 3/4" O % 10'-0" � EYE BOLTS(4 SIDES) - � ' WITH GRND. CLAD AND WIRE n F/f� GR,4 D f /F/N• GR,4 f A 3/4"c 10'copPERwELD GROUND _ .o ^v%�'v,C.\,c U�GC.\tifvC.�� •%n`�i:.\.c ROD WITH GROJIM CL1i.MP S � -c`�. 20 Z ? n IO'NO.Z BARE 7 STR COPPER ~ 4 � I I f WIRE TO 8_ PROVIDED BY j . 5" WALLS ITYP.1) �� 8'' I CONTRACTOR _ ;_. ::T •' 3/4" PULLING EYE ? Q�. �. ,� SEE NOTE I :r .�` I TYP/C�[� 2%Z"R/G/D smiz camoU/T w/r/f 1 2d TOP VIEW CONDUCTORS I 1•� j CC EAR ' ,• . L[ 3"CL FAR TYrn /',I /� f/�1 C /* i :at �-• 4.1/Z DIA- HOLES -�•�- .ao (TYP/CAL .4LL S/OfS) 45 • • =t 4 HOLES ON ALL SIDES G.q►� p' SEE NOTE 3r� sx v.• l' _ Zp" ."��;t _.• , ._ . Y, LAND CONCRETE 6• i - ENC,d rEMEN r LAND—1 1 ::•.- 2 � , _, '; Tz 72 r 4�IGHEd ULf �0� P YC. 12" OF GRAVEL --��' u • " u' NOTES GOND U/T lSEE NOTE%� ( SECTION A-A • I . INSTALL GALVANIZED PULLING EYES,ONE ON EACH WALL,(4) 3/4"EYES. SECTION A — A Z. CONCRETE TO BE 1000 P.S.Z.NIGH EARLY STRENGTH. SECTION B . B 3. CONDUIT OPENINGS TO HAVE 4' EELL ENDS FLUSH WITH INSIDE WALL_ N. T. S. N. T. S. TRANSFORMER PAD DETAIL PRIMARY PULLBOX DETAIL N. T. S. N . T. S. PROPOSED DRAWING No. �. _ " E — 2 PUMPING STATION No. 20 AND EQUIPMENT F'� ORIGINAL FULL SIZE DRAWING - 4 _ �► c Ls pol1 WHITMAN & HOWARD , INC . 1 REPRODUCTIONS MAY BE REDUCED SIZE ,Ioe No. g CIA 90-012 CENTERVILLE - OSTERVILLE - �N0 40�� APPROVED CONTRACT NO. MA R ST0 N S MILLS FIRE DISTRICT 45 WILLIAM STREET, WELLESLEY , MASS. �'�s� �. 91 - i NO. DESCRIPTION GATE DESIGNED DRAWN CHECKED SCALE DATE UNDERGROUND PRIMARY SERVICE PLAN REVISIONS �' I�•('/ AS NOTED JUNE, 1991 SHEET 9 OF 9 SHEETS o FOTOBEAM/BROOKSIDE 267-24x36 I