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HomeMy WebLinkAbout0091 SOUTH STREET - PLANS JL IA 9 a U a n n i a ,, ,-. INDEX OF DRAWINGS N DWG. N0. DRAWING Zg C-1 SITE PLAN/DETAILS 28 vo C-2 SEWER PLAN and PROFILE Z BOARD OF COMMISSIONERS y� C-3 LANDSCAPE PLAN AND DETAILS p � KEVIN O' NEIL, Chairman a-i eLEvaTioNs o s PAN 5 � A-2 PLANS and SECTIONS PRppOSED JOHN ROSARIO � PS pjioN � A-3 DETAILS coPHILIP C . McCARTIN sr-1 CONCRETE PLANS AND DETAILS -. - s FLOYD SILVIA sr-2 CONCRETE SECTIONS GEORGE F. WETMORE sr-a CONCRETE SECTIONS o W 9�s ST-4 CEILING PLANS AND DETAILS THOMAS J . MULLEN , D. P.W. Superintendant 0 0 /jtiy�� ST-5 MISCELLANOUS DETAILS �s9 RUSSELL DAVENPORT , Acting Town Engineer M-1 MECHANICAL PLANS and secTioNs 1101 M-2 MECHANICAL. PLANS AND DETAILS M-3 MECHANICAL DETAILS HEATING, VENTILATING and PLUMBING HVP-i PLANS and DETAILS LOCUS MAP HVP-2 HEATING, VENTILATING and PLUMBING SECTIONS and DETAILS E- 1 ELECTRICAL E-2 ELECTRICAL May , 1989 E-3 ELECTRICAL E-4 ELECTRICAL -1 INSTRUMENTATION an Consulting Engineers --------------- ------- -------------- ---------- ------- ----------- ------- ------ Z5 LEGEND 23.4 23.4 X X SIGN 0 SIGN 0 PROPOSED EXISTING X 21_.4-- 0 MH X 22.3 MH X 22.3 21 SEWER -16"FM- FORCE MAIN 4; 0 r022.8 22.8 0 Oli 01 12"S-&-- LIMIT OF PUMPING 16" FORCE MAIN SEWER AND MANHOLE GV O CD STATION WORK e.V. . . \ -6"G 0 GAS MAIN AND VALVE C). 3PIG 3" GAS S J�, 15 X 22.3 Uj 22.3 MONUMENT. X MONUMENT MH -4 4" WATER & VALVE -6"W----N- WATER MAIN AND VALVE MH 0 0 X 0.* . 0 $I . . ELECTRIC _E ELECTRIC ro 22.1 V X 2 2.1 X -CONWECT TO FINAL CONTOURS _T TELEPHONE THE EXISTING 0 16" FM, PROVIDE -10 (10.8) X CONTOURS THRUST BLOC A SPOT ELEVATION 24.9 X 24.9 X 21.8 X 21.8 X UTILITY, POLE LIMIT OF PUMPING X 21.5 X 21.5 STATION WORK 0 0 POLE 6 POLE N 239,600 TREE AND DIAMETER N 239,600 k 21.5 00 Cn Cn HEDGE x 24.7 r X 24.7 21 It 2 0 0, C7 A S tel 4" W TO VAULT 2 N -0-13 1 BORING LOCATIO Massachusetts X22.6 SPOT ELEVATION Massachusetts C) National National Guard 0�' MH NO. 1 ❑ CATCH BASIN Guard O Armory Armory LIGHT POLE C-D PIGLAUNCH 21.4 X SEE DWG. M-2 21.4 X -1 5"D DRAIN 246 X 24.6 X . -74 X _ X _ CB FENCE CB EXP. JOINT .141. S.S. 19.6X 19.6X PIPE SEE NOTE 10 1 1/2" SUMP DRAIN N TO WET WELL 24.6 x 24.6 X Bituminous GENERAL NOTES Pavement V 1. AERIAL SURVEY WAS PERFORMED BY TOPOGRAPHIC DATA , CONSULTANTS, X 10.8 . 10.8 X BERLIN, N.J. IN APRIL 1988. 2. ALL ELEVATIONS ARE REFERRED TO MEAN SEA LEVEL DATUM. SITE PLAN PROPOSED PUMPING STATION GRADING PLAN PROPOSED PUMPING STATION SCALE: 1 20 • SCALE: 1" 20' 3. LOCATION OF UTILITIES AND PROPERTY LINES ARE FROM THE BEST • INFORMATION AVAILABLE. EXACT LOCATION AND COMPLETENESS IS NEGOTIATE WITH MASS. NATIONAL 'GUARD ARMORY STAKE HAY BALES FOR EROSION CONTROL ALONG NEW 12 CONTOUR LINE LOCATIONS OF UTILITIES. ,kNOT GUARANTEED. CONTRACTOR 1S RESPONSIBLE FOR CQNDUCTING HIS OWN INVESTIGATIONS TO DETERMINE LOQA TO LOCATE SILT DETENTION BASIN REQUIRED FOR ALL DEWATERING PER BARNSTABLE CONSERVATION COMMISSION. 4-. THE LOCATIONS SHOWN FOR THE NEW FACILITIES ARE APPROXIMATE CU 78 TIONS SHALL BE DETERMINED IN THE FIELD ONLY. EXACT LOCA HYDROGEN PEROXIDE STORAGE C: BASED UPON LAYING LENGTHS OF PIPE AND SITE CONDITIONS. C/) CS TANK FENCED BY 8 CHAIN M.H. NO. 8 79 10 7(� LINK FENCE WITH BARBED 7 5. EXISTING UTILITIES INTERFERRING WITH THE WORK SHALL BE I? STA. 20+95 WIRE AND GATE ACCESS. RELOCATED AS DIRECTED BY THE ENGINEER IN THE FIELD. ZS'EE DETAIL' "A" PROPOSED 15 SEWER 7 CS 6. IN THOSE GRASSED AREAS DISTURBED BY THE CONTRACTOR'S OPERATION, THE SURFACE SHALL BE RESTORED WITH A MINIMUM C Concrete Thrust OF 6" OF SEEDED TOPSOIL, UNLESS OTHERWISE DIRECTED. 0 co B-7 Block 5 sewer . 6 HE sl?\ S 7. IN ADDITION TO COMPLIANCE WITH THE REQUIREMENTS OF T N SECTION TITLED "SAFETY" OF THE SPECIAL CONDITIONS, THE 16 CO 16 NTRACTOR SHALL TAKE ALL NECESSARY MEASURES AND SHALL 10" GATE VALVE kf/y PROVIDE ALL NECESSARY CONTINUOUS BARRIERS OF SUFFICIENT TYPE, SIZE, AND STRENGTH TO PREVENT ACCESS TO ALL OPEN of EXCAVATIONS AT THE COMPLETION OF EACH DAYS WORK. CLEANOUT 10 GATE VALVE MH 15 ND 8. FOR MISCELLANEOUS STANDARD DETAILS, REFER TO TOWN OF 10 cot BARNSTABLE, DEPARTMENT OF PUBLIC WORKS CONSTRUCTION \_0 MH pump SPECIFICATIONS AND STANDARDS. kok:\on s co be\o* X 9 Edge of Sidewalk • X < Concrete Thrust 9. THE WATER SERVICE SHALL BE TYPE K COPPER WATER TUBING WITH Block SOLDERED OR FLARED JOINTS IN ACCORDANCE WITH ASTIM 688-71 SPECIFICATIONS FOR SEAMLESS COPPER WATER TUBING. • 70 10 CHECK VALVE 4'-6 0 o 10. FURNISH AND INSTALL SINGLE BALL "FLEX-BEND EXPANSION JOINT ON FORCE MAIN EASTLAND, TX. CONSTRUCTED OF DUCTILE IRON MANUFACTURED BY EBAA IRON, INC. 7 CAPABLE OF DEFLECTING UP TO 15 DEGREES IN ANY DIRECTION. 86 DETAIL PPAPP 11. CONTRACTOR TO COMPLY WITH APPLICABLE TOWN OF BARNSTABLE, - DEPARTMENT N ote: SCALE: 1/4"=1'-0" OF PUBLIC WORKS, CONSTRUCTION SPECIFICATIONS AND STANDARDS. 3 Construct New MH on Existing Influent Sewer 12 . PAVEMENT RESURFACING SHALL CONSIST OF 2 1/2" BASE, 1 COVER FOR A FULL C& and divert flow to new WIDTH OF 50' BEYOND BOTH SIDES OF PAVEMENT CUTS. A, Pumping Station. Brick-up inlet to existing Station. • SITE PLAN EXISTING PUMPING STATION SCALE: 1 20' DRAWING No. SCALE DRAWN F.F.B. J�,% OF �c Town o f B a rn sta ble SOUTH STREET PUMPING STATION AS NOTED ILLIAM DESIGNED A. Hayden wegman o MARTIN Consulting Engineers Department of Public Works C - 1 r4o.28438 DATE CHECKEIY,�-�o- GIST BOSTON WEST HARTFORD SITE PLAN DETAILS '10NAL B a, rn sta b l e , Massachusetts MAY , 1989 APPROVED 87443 No. DATE REVISION N 239800 E 932800 E 933,200 N 240000 933400 E 933000 E E 933600 E 933800 TOWN OFFICE BLDG. x I • I S, x Plug Outlet to .Drain _ . 23 3p g I ..e_..:_•. x 2 •3 f � . .B / 3 1 I � x ,- 1 With Masonry Wall. / 2, .� v o 6 0 0 0 0 0 x s. o \ i o 3 2 / 3 Q 0, \ 4., x i 9 r / o , � o x � x x o l 1 4 QQV 23. / 0 1- Q 2 1 ° 1 o x 28 1 , 022 > x 2 x 28 4 ce � 1 s _Q � ?3 I I a i 4 0 / i II x1 O o 0 0 2S o 2• x t 3 x1 n x x I 0 Av 1 � � ? I I i cu x 1 l 8, / / o X / \ 1 0 9 / \ \ o 0 o II I x 11 o / _ a' / x 25 0 0 ! _ L o\ oo ? 3 x o o _1 x k\ 3. _ o � Jew � 1 _ O I \ o / 3 1 aoI I o 6 II / 3. 1 _� 2 � o \ \ .9 0 0 0 o x I to .6 1 __ _� IQ 3 4 x 2 1 I 2 �AV / o o I I 1) 0 1 ctl� x l _ 3, x 2 _ S S \ \ o16 - 0 3 I I° - 8,, x 4 1• 1 / / ----o o II / - ` ----- I �O x 1 0 l F Q 1 ?1 wv -__ � - ------ --- 8 \ \ o a / I / 9 I wy -- ------�- -- --- I 1 24 !c \ 16. I b o x 1 ®1 -----t--_ \ PARK I +--- a o c PARKING9 i � ° 1 .. 20 92 81 01 WKU ti o 0x AREA l x l ,g I 83 Ir 6 L I / x 11.6 12•, 1 I o° - ---------------- �� / x x?q 9 vy ce � _ i / ° / 1 j � --- 1 ► o QIgy ` . ---- � Qv I x is 1 s � , OMy 8'ip � I1 S 0 U T y ,� -- - z-=---� ilk s:�, > ---a - --_ 3 x x x I , -- ----- ,5 -� � SEWER � 1 x x -- --- o o°Fwn S TR E E ,a o f / � 2s.3 4g B-2 o z p >tc,Iee x76.9 x 187 ay \ 1 1 O x x x x x x x-� GUAf2D � � II sl�iot � / x•, RAIL i x 30 22. x / Q 1 SEWER t,�s I o x 29 i 4 `L cJ \ 1 x um I ° • m ---- 15 P /1, 2 x 6 13 I st°t�°r o 2.6 ► ., .4 15 -_SEWER I ` 1 x° -t 2 24 20 y i x I x l 6., --x .- ------_ 9 s.3 x �� r M. N 0. 3 \ �6 0 - o ° � x ( 9' o � I w OwrA `w_ I ° c�, 1 .r 22 Q ndation t / x 2 �j .4 � . I � � A. 14+2 Manh x2S3 xI x /,' � r � O . ix �❑ 1 1ZJI14. 15" . . 6 x1s 4, � 2>a 1 r 21. x l ? �\ 1 x1r I I x � s x .r 228 I 1 2 x8 68 I x 09 15 ER x 16.8 x 1p� I x246 I . . 1 x8 J 5 6 I I 4 I . / �- x / B 1 I / x QI 2 � r TA. +7� / / 1 1 Z,51 x 17 s ► I I x , / / I sx x 9 e.3 SEE DWG. C1 I 1 found / . S6 // �� 3x / 2p 1 - / I- 2 / .9 I r I u l� �e 1 / x , , . M.H. N x x I I / 0. 8 6 / o I 0 c� 1 L-.. I 1 / o Q / I _� STA. 20+95 4 . /pp / x 2 >> �vr M.H: N0. 2 x? •6 x i \ / / ,2 0 6 / a8 . 21 �-� c 4 , , / 21 214 STA. 12+75 \ 2p 9 / / M.H. N0. 7 / M.H. N 6 • 4 „ -1 x 2 / x '1 I 2 pr� STA. 19+75 p , 21.6 .6 L.wa Boy �$ 0/ � r STA..... 7+25 r 1 I _ 1 , B 4 � � 1 Town of Barnstable PUMPING STATION I Icy x l 12 x 2p J Drainage 0.8 ° Easement ? da r Q2 W o � x o-- 1 ° 1 ate on l ° x '20 ou ° . f 1 21 SEWE � 4 osts P1 �► _ NOTE . ABANDONED 10 F • I � B 3 Q 20 1 M LO ATED ALONG / o �- ► LINE OF PROPOSED 15 SEWER •2 x / 1 1 M.H.- N0. 1 _-, 9TO 1..o O . � 12 DRAIN / x � 1 STA. 10 14 "I'll, o � 3 v ° 18,50CATCH BASIN • , O i , x / • 0 E N / �T-'- SF / nN 11,91 , o x / xl t S ' PLAN i o LO Ln 30 3 30 0 �t + ; . - I- - O N (/7 N r- Z- - \ C O O + O Q (�tf - +O + O QO Q (/} Q F- I- Q Q � Q C/O OLD ` COLO Y RD. cn CDOCEAN o � + 0 0 z I� 7- ST. u, d o z �- 00 z _ Z N Q O _O c i-- O Z +, (n _ Z Existin Ground X• g - : 2 - - 20 20 o o lL _ .. .. .. - _ _. _ _ Existing Ground I • II i I FILL 1 �• . • L I I i 5 i rio iExisting , I APPROX. LOCATION F EXI TING g 1 0 S SEWER : �I _ 15" Sewer 16 f Ikl AND ABANDONED 10 FM. 1 S 0.0030 I I 10 - _ 10 ' _ ,- 15 SEW ER " 15"-SEWER - 15 SEWER SEWER 21 „ „ SEWER ___ = 0.0030 15 S » EWE _ S - 0.0015 „ 21 S 0030 21 SEWER 1 S - 0. ` 21 SEWER 1 ., - 0.0030 S .- » 15 SEWER IN _ _ S = 0.00184 S S - 0.001 4 ) 0.00184 1 2 T SEWER OU i I L _I 0o ,, Z� d rn 15 _SEWER O O �. o r� co d o0 co O o co 00 00 00 00 r7 rn � � � co cfl III o0 00 r� 1 > > > >. z Z Z Z » Z Z z Z Z 0- 0 0 10 11 12 13 14 15 16 17 18 19 20 1 2 0 0+25 , 1 , PROFILE SCALE DRAWING No. „ , RCB _ �,. OF M DRAWN _ � � HOR.. 1. 40 P SOUTH STREET PUMPING STATION . .,� � Town o f .Barnstable VERT.:1 "=4' o WILLIAM tiG Hay den �Ne r�nan DESIGNEDg Departmento u Ic Works W N A D ROF� EM\RTIN �, Consulting EngineersC 2 No.284� S E E R P L A N P LDATE1��.• ; , F CHECKED' � lg7E ��,- F BOSTON WEST HARTFORD SSIp EN. __ NA 4 STA. 10+ 00 TO STA. 20+ 95 _ Barnstable Massachusetts - APPROVED :MAY 1989 ti`�.'`s�•-��:�- , . � s-�� � 87443 No DATE REVISION - k i a A 'FLO W A e L 5 ..... 14 x 10 FORGED ALUMINUM ti• , ': SAFETY RUNG MANHOLE CONNECTION OF PIPES -TO MANHOLE WALL TO .-. STEPS 16 O.C. WCONCRETE MASONRY BE MADE WITH BRICK OR , Y F S A OR AN .ELASTOMETRIC TYPE 0 SEAL APPROVED STEP DETAILLOAM' BY THE ENGINEER.. 4 15 I /2 2 _RUGOSA ROSA ED 4 0.0 PLANT ED X SEED SECTION C C 8-1000RNUS FLORIDA OF BARNSTABLE STD. FRAME & COVER UNLESS , x DOGWOOD OTHERWISE SPECIFIED - _ ` „ BLUE NE SET IN 4 THICK . STO VARIES T018 , BRICK A E 0 - CONC. FOUNDATION S ECCENTRIC ` PRECAST REINFORCED CONCRETE MH CON 8 ECCEN R E E � o r , • 0 f � Q n 3 CEDER POST ._ _ _. U IN A F CON SECTION (WITH .. IF _TOP SLAB USED PLACE 0 E SECT 0 T .� �. ENGINEERS � AND RAIL FENCE APPROVAL IT SHALL CONFORM TO ASTM C478 .- . . ) PUMPING A TOP :STEP TO BE ST TON 4 BELOW FRAME - 0 D CONCRETE _CTION RE NF RCE MANHOLE SECTIONS CONFORMING TO ASTM C478 WITH - 0 RING JOINTS 3HIGH ` / t . � 3 RHODEDEND RON _ 5 Q CAROLINIANUM 48 f , , 0 LOAM & SEED i i I CONCRETE BRICK OR CONC E E x WATER TABLE � 2 v v L PIPE PRECAST MH BASE 4 •LT ► a CONNECTION . . - /� 0 A � 0 i� e�0 A w v a e •► 6 OF 3 4 CRUSHED . �. , .�,�• 6 OF 3 4 CRUSHED � � � & SEAL . .. LANDSCAPE PLAN ,. STONE FOUNDATION STONE FOUNDATION B SECTION B- B SECTION A-A MAXIMUM DEPTH OF R.C. PIPE MANHOLES WITH 5 THICK . WALL IS 30 FT. RUBBER GASKETS USED » F , - U D FOR 0—RING» JOINTS SHALL CONFORM TO SPEC. C443 ALL PRECAST MANHOLE BASES SHALL COMPLY WITH THE MINIMUM REQUIREMENTS FOR 48 .DIAMETER PRECAST MANHOLE BASE N H OLDETAILTYPICAL PRECAST MA E FOR 15 SEWER NOTE: FOR 21 SEWER INCREASE, DIMENSION A TO 60 F, , D 3 _0 21 _ c� GRADE E E 0 0 _ I I #4®12LO SECTION E E D SECTION D D F > ` , HYDROGEN PEROXIDE TANK CONCRETE PAD DETAIL ' a , f, NOT TO SCALE f R `NOTE;, PAD SHALL BE ADJUSTED TO SUIT EQUIPMENT PROVIDED A SCALE• . DRAWING No. r ; DRAWN F.F.B. of Town O f Barnstable-�� SOUTH STREET PUMPING STATION . � 9c AS NOTED �� w«unM yc N • DESIGNED RAL � A. � WH g Works MARTIN v Consultln En Ineers No.28438 9 g De artment of Public C - 3 �, DATE A CHECKED F � ; LANDSCAPE PLAN AND DETAILS BOSTON WEST HARTFORD ��� NA �,, _ Barnstable , Massachusetts APPROVED : MAY, I989 ��.�4_.:��y _ _, _ 87443 No D r. �B;� ION I , a I ' 1 Y , � 1 FRESH AIR DAMPER LAMINATED FIBER-GLASS, THREE ' DIMENSIONAL SHINGLES, TYPE "WOODSCAPE" BY BIRD ROOFING DIVISION, WALPOLE, MA OR ACCEPTABLE EQUAL EXHAUST FAN EXTERIOR FINISH: WHITE E CEDAR CLAPBOARD _ INSTALLED ROUGH SIDE OUT WITH 4 TO PROVIDE SNAP—IN GRILL FOR EACH WINDOW. WEATHER. -FINISH WITH TWO COATS OF EXTERIOR RA STAIN GRADE S AI AS SPECIFIED. cc PAINT ALL EXTE RIOR OR TRIM. 00 � a .. `. i GROUND EL 21 .5f , Pt 4 . . 4FL. EL 22.0 GROUND` EL. 21 .0f CONCRETE STEP 6 HIGH, " 2 WIDE 4 LONG FURNISH AND INSTALL A N TALL . VENTILATING CUPOLA GOVERNOR MODEL SOUTH ELEVATION • EAST ELEVATION 36 X 55-C COPPER COVE RED ROOF WITH MODEL 521 —S WI . ND ORNAMENT (SAILBOAT) AS MANUFACTURED ' RE BY BROSCO OR OTHER ACCEPTABLE MANUFACTURER. RER. MODIFY BASE OF CUPOLA , TO FIT PITCH- OF RO OF. CHIMNEY VENT CA P 6 ALUMINUM V T DUCT EN EL PROVIDE DUCT SUPPORT 46.6 7 E 6 VERYDIRECTED AS BY ENGINEER EL. 44.67 LO UV ER ER EL. 41.25 1 � 1 ARCHITECTURAL FALSE DOUBLE HUNG WINDOWS 1 „4 THICK LEXAN PANE / , 18"X24" TYPICAL 6 GENERATOR EXHAUST FAN` EXHAUST N FRESH AIR FA EXHAUST PIPE . DAMPER WITH BIRD T & INSECT S GREENS ARCHITECTURAL FALSE DOUBLE HUNG WINDOWS 1 4 THICK LEXAN PANE 30» x 48„ WITH FRESH AIR DAMPER HIGH DENSITY POLYSTYRENE ORNAMENTAL SHUTTERS, 15» x 48 MODEL WOODSTEAD» BY BIRD ROOFING DIVISION, WALPOLE, MA OR 0 ACCEPTABLE EQUAL. EL 22.0 GROUND EL. 21 .0± GENERATOR UST XH V EXHAUST LOUVER GENERATOR INTAKE LOUVER Sx 8 8x 10 CONCRETE PAD SEE T DE AIL DWG ST 5 WEST ELEVATION NORTH ELEVATION - SCALE DRAWING No. F.F.B. OF DRAWN M p� AS ,p = 1 q Town of Barnstable SOUTH STREET PUMPING STATION 1/4 1-092 To= WILLIAM yG n Wegman t N • DESIGNED RAL �, '0 MARTIN "ConsultingEn inesrs. � � 9 � Department Of hUbl � C Works ARCHITECTURAL A -� � � DATE ,p No.28438 p � CHECKED �L O /SrE .� . BOSTON WEST HARTFORD '. Fss� �SyG r ONAL ��--_ _ Barnstable , PLANS AND DETAILS . . APPROVED MAY. I989 Massachusetts "No. V . � 87443 8 g 8 1 -lit „ - -9 , 3 _4 181 1 6 -4 - 5 1 M.O. M.O. 13 RISERS ® 8 3,-2 >. 00 00 O D1 2 TREADS ® 9 , ------ ------------- -------- UIC S L E GATE MCC °p 1_4!• 3 , SG-1 OPERATOR STAIR 2 8 STAIR OPENING r- = 3 x 3 MODEL KD 4 ALUMINUM, I DOUB LE LE LEAF HATCH BY , BILCO COMPANY NEW HAVEN, 10 � E A EN CT l M.O. Z I D 3 - z z w _ PUMP ROOM ^ a. Ile o0 f O (n ff CONTROL R00 M _ 11 r 0 w O +:. 1 0 � o a CHAIR z _ . q z � o 1 _ cn _ 1 PUMP. ACCESS HATCH MODEL _ w 0 12 0 6 -6 F-AL BY FLYGT CORP. TYP. 1 O TO SUIT PUMP S PS Q N � 1 GE ERATOR PAD , f w 1 T SUIT N t 1 0 T GENERATOR FURNISHED STEEL STORAGE CABINETS O _ _ _ 1 T , 2 , 9 9 3 cfl _ O t _ I O J cp d 1 1 _ ^ L; o . _ 1 FLAMMABLE STORAGE CABINET 00 00 1 k _ n, e 1 MCC Q ^ I _ _ U CD B .1 O I , - to 1 _ _ I 1 1 1 .. D 2 1 00 ------ -- --------- -- CD• t. --------- -------- 8x 10 LOUVER • _ _ ER I I .EL s 22.0 00 1 I J w DUCT PIT , 1 1 3 -511 r`7 , 1 0 1 � O I 1 _ ! I D5 0 1 4 1 6 4 13 7 , M V 1 1 PRO IDE ALUMINUM RAILING A 6 M.O. I , I 15 RISERS ® 8 42 HIGH WITH CROSS HAND RAIL 14 'TREADS ® 9 RAILS 14 .APART:' _ o 1 1 oSG-2 1 I I _ 00 VAL VE PIT T OPERATOR AIR SCRUBBER _1 r E ROOM 1 , 1 rn SLOPE TO DRAIN 1 EL. 13.0 1 EL. 12.0 1 1 I 6RISRS ® , I E 8 ----------------=------------------ --� 4 CONCRETE FILL REINFORCED WITH 5 TREADS ® 9 W WI RE IRE FABRIC 4x4 W2.9xW2.9 CONCRETE STRENGTH 3000 psi MIN. _ - — EL. 8.0 00 24 0 14 ,6 38 6 C W f AT A K 1 WE T . . I .. __ _ _ __ EL. 4.33 ; WELL 1 I I 1 T FIRST FLOOR PLAN EL. 22. 0 I I I 1 0 36 3 _ 6 0 _ o 0 ro EL. 22.0 ; I , 12 0 .-- I PUMP PAD _ S G 2 30 _ b o rl ,. z , _ i EL. .5 4 L { ;.: WET WELL N .E L 0 2 _ 5 DOWELS 2 0 O.C. k;• :- . FLOOR DRAIN w _ ,. 0 WITH WELDED WI RE. FABRIC -1- o 5 W , ., 8 DO ELS 2 6 O.C. � 12 0 T WITH WELDED cfl WIRE ; 6 _ _ p N, ^ _ FABRIC SLOPE TO DRAIN , o , 6 6 6 sb 1 O 1 3 0 6. 4 T SEC I - T ON A A SECTION - 00 B B 8 0 r UP r A V V L E PIT WAL CASTING TYP. o .STORAGE CABINETS » NOTES. >. 80 ^ T 3 _ 1 6 1. PROVIDE 6 HIGH CONCRETE . .a, E E PADS FOR MCC, ^ WET WELL N0. 1 GENERATOR, FLOOR MOUNTED CONTROL PANELS AND A AIR SCRUBBER TO SUIT EQUIPMENT FURNISHED. : ! D I 2. WALLS AND CEILINGS AND VALVE PIT SHALL BE PAINTED. 16 �b r. .. 7 —0 t. 3 —0 2 1 _3 PLAN EL. 13. 0 SCA LE DRAWING No. RCB N OF , : DRAWN , �.� aS, SOUTH Town of Barnstabi STREET PUMPING STATION�,4� 10 c e _ O� WILLIAM yG N DESIGNED RAL � .� Works MARTIN HDepartment ofConsulting Engineers P u b I (� ARCHITECTURAL : DATE CHECKED wAM .a ,P No.28438 O � F , ss • - r�- BOSTON , WEST HARTFORD AhE �r.:� ,_ N PLANS AND SECTIONS MAY, Barnstable , Mass c NENNa husettsNo D TE REVISION APPROVED 87443 1 SG-1 AL UMINUM GRATING OVER ALL -SLIDE GATE TY P. 2 6 OPENINGS. PROVIDE ACCESS T C , 0 GRINDER BAR RACK D A ID GATES. • I SLIDE AT • HANDRAIL 2 GATE SEE DETAIL DWG. rn o . 1 � 8. CORE. t 5 PLYS -r7 ASPHALT SHINGLES _ 2x6 RAFTERS 016» O.C. _ • ; —8 - _ 5 TO WEATHER M � E _00 2x4 S ® 1 6 O.C. 0 .— 25 _ 4x6 SILL N ' f 1 2 b ANCHOR"BOLTS 15 FELT 8 LONG 4 O.C. d 2 FROM CORNERS UM. RIP EDGE 1 VU AL D » I I s 1 2 rn 2x6 _ ao _ I I N Log ... ... L2" RIGID INSULATION .. 3 4 .... ... . 6 -0 1 x4 FINISH BOARD T& » „ 2 CONDUIT LOCATE OVER ;:. V JOINT SOFFIT ... ... .. _ N TELEMETRY M RYCABINET) ... ... LE ET o . ............ ;. FLOOR PLAN EL. -8.00 INTERMEDIATE 2 SCREENED VENTS _ z 1 4 1 0 ® 15 O.C. ... ... • in - - N M x 8 CONC. BLOCK Y ............ ......... V JOINT I F. OTHER EL. 22.0 RE N EERY, 2. 5 8 EXTERIOR COURSE 9 GAGE TYP # ( ) , PLYSCORE . 5 8 SPACER ,t 2 x 3 ._ 2 TRIM BOARD (PAINTED) ` 1 4 LEXAN WINDOW INTERIOR TO BE PAINTED ... 3 4 SPACER BLACK / r EL. 12.0 I ; A _ F LSE GATE 3 4 .STOCK CENTERED / uWINDOW N - WINDOW TO BE FIXED WITH NO MOVING EL. 8.0 ' SECTIONS --------- JOIST NOTE : 21 INLET CLOSE OFF ATTIC 0 SCRUBBER 1. FROM C BEER ROOM BY ti --- CONSTRUCTING WOOD FR AME WALL > 2 x4 00 TIMBERS 8 ON CENTER, 5DRYWALL ., EL. 4.9 M 1 _ 8 M W W N ... , WINDOW SILL, (PAINTED) M FOR 30 80 = - 1 1 2 RIGID INSULATION YP ............ FRAME R x .. .INTERIOR PASSAGE _ DOOR. FURNISH AND INSTALL • DOOR , IN `ATTIC. 2. JOISTS TO BE 18 ON CENTER. ALLOW 5 BLOCKOUT WOOD SIDING I I BETWEEN JOISTS FOR T U . --- ... ... _ ............ T HE ' SCR BEER FINISHED FLOOR ELEVATION 220 3. CEILING TO BE CATHEDRAL. A SHED TYPE DORMER- WILL - BE REQUIRED FOR 'SCRUBBER AS SHOWN. N EL 22.0 2 x 3 CONTINUOUS ......................................... COORDINATE ALL ..ROOF FRAMING WITH HVAC CONTRACTOR WET _ ...... r ... ..............................;......... WET ...................................... WELL ... - 4. PROVIDE 16 ALL MOUNTED ALUMINUM LADDER WELL ... I u » N0. : 1 FLOOR SLAB TYP. ... 2 WIDE, WITH RUNGS 8 O.C. _ N 0. 2 EL. -4.50 FINISH GRADE TYPICAL SECTION YP CAL WALL SECT 0 AT SCRUBBER ROOM NOT TO SCALE TYPICAL WALL SECTION SECTION 1 -1 NOT TO SCALE 1 4 1 -0 11 , r SCALE No. RCB of DRAWN �N M �s SOUTH STREET, PUMPING STATION a - �P s9 Town of Barnstable AS NOTED z� o WILLIAM G , N DESIGNED RAL �, LI o Consultin En"den 1,Weg=n neers ARCHITECTURAL MARTIN cn 9 9 Department of Pu bIis WorksDATEA - 311 r .o ,A No.28438 CHECKED ' °F 'STD �� — BOSTON WEST HARTFORD Fs �G .. S,oBarnstable , DETAILS 1-7, NABJ_ Massachusetts •., V MAY I989 �` .. REVISION APPROVED �.� 87443 Ip 38 -6 , . , -0 - - 3 - 1 -3 1 3 2 4 4 2 2 6 - - /'/�. f ,f , , ,f , 1 0 _ _ 8 s D 5 BOT. 3 AD L _ r : , ! TYP 6 # 501 2 BOT. 4012 TOP _ I M 1 1 OPENING E _ , _ , » _ 1 I 1 I TO _ I P BARS SHALL END _ — — N O . 1 ,4 0 M I J 4 3 5 3 1 9®1,2 TOP k 4012 BOT. _ WITH STD. HOOKS. AT ; o _ 301 T _ 1 1— 2 OP o WALLS AND OPENINGS o { rill, -�p M 501 BOT. 4012 T&B #5012 BOT. ` x z _ I 3012 TOP _ 1 TOP OF SLAB _ Z I ,. co w I I EL. 4.33 a 1 1 t. M 1 n O O 1 O 1 I TOP OF SLAB r: 1 o 1 1 1 I I I— _ 1 z EL. 13.0 Q : I I 1 - Oil I— I d' _. z N w C 1 1 1 tl 1 1 _ 1 N 1 N _ D 8 _ A DL 1 I 1 , o # o HATCH 1 rn 1 1L T&B .TYP. t I 1 1 I 1 , OPENING G f , I 0 E N Q N — O 8 , ADDL. 5 BOT. 1 # TYP. m , ` 1 i 1 N ) ---- -� TYP. ---------------- I - r e— 1 4012 ,TOP&BOT. 1 I ,. 601 BOT,. 2 # # r � + I 1 1 1 1 4012 TOP LO # 1 � 1 1 t 1 1 I I I I ' ILC 1 I E - 1 E M 1 1 , 1 I _ 1 1 I 1 1 r 01 T I 9 2 BO , 1 # 5012 TOP , I 1 1 M TOP OF SLAB EL. 8.0 L 6 6 1 1 d- ,. B 1 1 1 1 1 l 1 3 L r I 1 4 - 7®12 BOT. 1 1 _ # o , 501,2 BOT. A A 0 _ �► 2 0 ,. M 1 1 1 f » , - O» , 3012 &B 1 T 1 _ _ _ ,. 24 0# 1 1 0 2 y 502 8 DOWELS EACH WAY 1 1 1 T 1 - TYP. ALL CONCRETE BLOCK ,, L 1 3 � S AND PARTITIONS S D 61-11 WALL PA I SEE o I L► 1 I 1 1 . DETAIL ,DWG.' NO ST 4 , , 1 1 k N ` n PLA AT 1300 EL. L 8.0 3 s E 0. AND EL. 4 33 _ 1 - TOP BARS SHALL END WITH Ico STD. HOOKS AT WALLS AND OPENINGS I 1_ SCALE: 1 4 =1 -0 / 1 =k I I 1 i a a. I .. Q �. EL 0 4®12 � WATER STOP: � r » — I 15 6 2 6 # J L----------------------- ---------------J 5 1 12 -0 01 0 2 �,..•:, 5012 4 012 • _ _ C�1 L► - 1 0 2 1 0 # F , , 241-019 14 6 2 6 PLAN T EL. 2.00 , N A 2 , . _ _ _ _ _ 1 0 SC 1 4 1 0 5 0 _ALE E 3.33 - / L r'► SECTION O # 5 WALL DOWELS T N E E 0 2'-8 o.c. _ _ SCALE. 1 2 -1 0 " 8012 TOP TOP 0 SLA EL. 4 5 - I 10 4 N 3012 r , , 4C� 01 -6 o.c. - x # 4 6 MIN • ` EL. 22.0 f 1 -3 3 -0 1 -0 # 10 EL 22.0 T.O. GRADE EL. 60 EL 22.0 # 12 BOT. - - 12 0 2 6- O --------- -------- co © 6012 BOT. » 2 COVER » z 4012 z 4 C'� 01 6 N z � 501 2 � 6 R #E D Q l ) 3012 COMPACTED # .,, ADDL 2 8 8012 TOP _BACKFILL 4 01 2 # , o O 4012 - # 6 6 LONG 2 _ O _ 4011 EL. 4.33 OVER THE ,• . COVER WATER STOP LO OPENING 2 COVER f - • O EL 18.0 » 2 6 » 12 MIN 4 I # 3 COVER ** _ , „ 6 TYP. ALL SIDES 10 EL. 3.33 1 0 � ) I # , 5012 2 COVER # 3012 ; _ 1 _0 i 1 0 ** BARS SHALL BE ! W, NOTE. SLAB AND WET WELL 3 COVER — V FULLY DEVELOPED PLAN AT EL. 4. rJ _. W W REINFORCEMENT IS NOT INTO ET WELL » » NOTE. WET WELL REINFORCEMENT - - SHOWN:.. FOR . CLARITY. SCALE. 1 4 -1 0 ! B WALLS. IS NOT SHOWN FOR CLARITY. - / SECTION A-A SECTION B-B . SECTION C-C - SECTION D D SCALE: =1 - = - _ - - ;. LE 1/2 0 SCALE. 1/2 1 0 SCALE. 1 2 1 0 SCALE. 1 2 -1 -0 NOTES: .FO GENERAL NOTES - 1 R GE E AL 0 ES AND 'SECTION 1 1 SEE DRAWING N0. ST 2. 2. FOR SECTIONS 2 2 AND 3 3 S DRAWING N T . SEE W 0 S 3 : SCA LE � DRAWING No: Of 6. F.F.B. �-,� Mq DRAWN a S E s q c13arnsfableSOUTH STREET PUMPING STATION ,_ ti : Town of AS NOTED o WILLIA cHavdan Vft � ur M.E.H. A. m � DESIGNED z o MARTIN 0 Consultfn En tn��rs De artment of Public. Works STRUCTURAL 1 No.28438 S T 1 DATE .o 'A O � p R.H.C. � F CHECKED � �STE � E' G S WE ST EST RTFOR s � ;, HA D ONA ., rr �. Barnsfable , CONCRETE L A PANS AND DETAILS APPROVED MAY 1989 ,: __ - MassachusettsA PRO ED �.�,.v AT D E ` REVISION - _� k ..__ 87443 I vp 38 -6 _ ) ,- 3„ 2S-011 1 3 12 0f! 1 3 2 —8 _ 1 —9 11 2 _ _ _ 14 6 o 5®12 1 9 24 4 0 2 2 3 6 # EL. 22.0 - , 2 1 3 : 1 2 0 _ _ 1 3. 3®1 - ,: I 2 # 4®12 # r N _ o , T.O. GRADE EL. 2 4 6 # 6 r 5 # 5 # 5 2 6 C.J. r 4®12 # 5®12 7®12 @12 4®12_ #6 w # • ` 2 COVER # 3 ®10 0 5®12 2 6 # OL U # 9®12 M _ N 4®12 5®12 , - 6®12 ` 1 1 2 COVER 5® , / 12 x # 6®12 5®1 2 #6 @12 9®12 w r 3 # 5@12 DOWELS ELS 0 #5®1 2 , 3 U 7®12 6 -0 01 co. N 6 TYP. #9®12 » + co . CONCRETE FILL 4 � , » I » » N _ 1 0 2 6 6 N 2 — 0 9®12 ` N EL. 13.0 N ............. EL. 11.83 #5®12 (TYP., ® INTERIOR FACES) i 2 6 4 ®1 2 21-019,1 - 5®1 ®12 5®12 DOWELS w 2 4 _ > o SPLICE. .. _ 3®12 SPLICE # co o . LI E » » , 1 1 JOINT , x N SEAL TYP. _ 8®12 7®12 Fr 17 U I # # , � 5®12 _ » _ _ 2 COVER 9®12 " # TYP. EL. 4.33 1 . ®1 4 2 CRUSHED # „ L 6 6 N 12 TYP 5®12 10 STONE # o' 2 5 » „ OPTIONAL C.J. _ 6 x3 8 _ 1 t. 1 WA ERSTO T P TYP. 1» 2 2 6 5®12 , 2 COVER ' � # 5®1 - , . 2 w > 7®12 7®1' # 2 0 2 COVER 6®12 - U 4®12 SECTION 1 1 # • CA 3 — _ 7®12 N SCALE: 8 1 0 # 0 / GENERAL 0 s®12 171 ERAL NOTES 1. DESIGN OF CAST—IN—PLACE CONCRETE. IS BASED ON. .-. ED _ THE MASSACHUSE TS STATE BUILDING . E- T TA E BU LDI G CODE FOURTH EDITION 1988. ACI 350R 83 CONCRETE SANITARY ENGINEERING STRUCTURES 1, 0 9®12 -AC1 318-83 BUILDING CODE REQUIREMENTS FOR _ Q R CONCRETE. 0 Ln - 6 @12 _ # cp 2. ALL CONCRETE SHALL HAVEMINIMUM A ULTIMATE COMPRESSIVE EL. —4.5 STRENGTH F c OF 4000 PSI AT W # 6®12 28 DAYS UNLESS OTHERWISE NOTED. 4 4 r #6®12 3. REINFORCING. ALL BARS SHALL CONFORM TO A.S.T.M. DESIGNATION _ ; 8®12 M A 615 GRADE 60. ALL REINFORCEMENT SHALL BE EPDXY COATED ®1 5®1 5 2 ` I. UNLESS OTHERWISE NOTED. � 8®12 w # > _ 5®12 # _ _ 9®12 4. ALL REINFORCING,. BAR SPLICES SHALL BE AS NOTED ON THE INDIVIDUAL � U � • 1) SECTIONS H I> — _ WHERE SPLICES ARE NOT SO .NOTED SEE THE TABLE THIS DWG.. 8®12 _ 5 0 TY ; _ # _ _ _ ( P ) 3 0 (TYP.) , N N N ■ 5. ALL REINFORCING BARS SHALL " ALL BE PLACED AND NECESSARY BAR SUPPORTS if PROVIDED IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL EL. 5.75 �2 5®12 6®12 INSTITUTE STANDARD PLACING REINFORCING BARS. SEE NOTE 11 # 7@12 6. ALL REINFORCINGB V V »BARS ARE TO HAVE THE FOLLOWING COVER: „ _ _ #6®12 � SECTION 4 4 CONCRETE CAST G 2 9 ,,, 2 -9 , AGAINST AND PERMANENTLY. SCALE. 3 8 —1 —0 EXPOSED TO EARTH 3 / _ » CONCRETE EXPOSED TO EARTH WEATHER OR WATER 6 N . CRUSHED STONE M . 6 BARS AND LARGER 2" . 5 BARS AND SMALLER LLE 1 1 2 CONCRETE NOT EXPOS T H a EXPOSED 0 WEATHER OR IN NOTE... FOR SECTIONS 2-2 AND CONTACT WITH GROUND OR WATER — - SLABS 3 4 6@12 3 3 SEE DWG. N0. ST 3. BAR SPLICES BEAMS 1; 1 2 6 x3 8 WATER STOP 7. A _ X » 11 - ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3 4 x3 4 / / 1 x 1 JOINT SEAL UNLESS OTHERWISE NOTED. UNLESS OTHERWISE NOTED .OR SHOWN ON EARTH SIDE OF ALL BAR SPLICES WILL, LL BE S SHOWN W - j A S OW BELOW. 1 WALL. 8. ALL EXPOSED FACES OF CONCRETE NOT OTHERWISE SHOWN AS TOP BARS ARE HORIZONTAL BARS WITH AT REINFORCED SH ALL BE REINFORCED WITH 4®12 .EACH WAY. .. LEAST 12 OF FRESH CONCRETE CAST .BELOW. > # 9. WIRE MESH REINFORCEMENT.. SHALL. COMPLY WITH ` A.S.T.M. A 185, T 8 2 MIN. » LAP WIRE 6 MINIMUM UNLESS -OTHERWISE NOTED. BAR TOP BAR BAR TOP BAR T/3 T/3 T/3 SPLICE SPLICE 10• VI N0. _ SPLICE N0. SPLICE PROVIDE LEAN CONCRETE BASE UNDER FOUNDATION SLAB OF WET WELL T ` LEAN CONCRETE TO EXTEND 6 MINIMUM BEYOND EDGE OF SLAB. 3 15 18 7 32 44 < 16 11. CHAIRS AND H 4 ` 24 8 42 57 N OTHER BAR SUPPORTS IN ..CONTACT WITH FORMS SHALL BE CLASS C PLASTIC PROTECTED IN ACCORDANCE WITH C.R.S.I. 5 20 30 9 52 72 - MANUAL OF STANDARD PRACTICE 0 H V E R SHALL BE SOLID P. .C. BAR 6 6 SUPPORTS AND SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER. 2 36 10 66 92 12 VE RTICAL ERT CAL. CONCRETE SURFACES IN CONTACT WITH EARTH AND ALL TYPICAL' CONSTRUCTION JOINT CONCRETE SURFACES W ETE S FACES IN .CONTACT-.WITH. SEWAGE SHALL BE COATED. WITH ' COAL TAREPDXY, TW 0 COATS. SCALE ; DRAWN F.F.B. �.+ of Mq DRAWING No. RA �P� ss SOUTH Town STREET PUMPING STATION . ti of Barnstable ; AS NOTED o wlLunM cN DE IGNED H. Vft=n S _ o MARTIN Cn Consultin En InNn _ No. Department of Public Works sTRucTURa�A .� ST 2 R.H.c. DATE F CHECKED /STE ss cw BOSTON WEST HARTFORD r: /ONAL N, CONCRETE SECTIONS Barnstable ,MAY 1989 �. �. _.. ., - Mas�sachusettsNo D IONAPPROVED ,�►IE. - 87443 f » f » .. :: , — 4 10 3 0 1 0 3 0 3 3 3 0 s ; HATCH ry , OPENING # 5012 0 3012 2#10 501 TYP._ 2 » 3 08 .. C�1 ._ 22.0 # o EL — 5 2 7 3012 .— T. GRADE EL. 2 6 # , 2 COVER w 4 C1 018 o 4012 .. _ . o 26 25 AD D L i # w 2# 5 ADDL TYP. OPENINGS) ` o 2 10 _ # 5012 5012 # Li 13 8 , 6®12 5®12 5®12 » #6 @12 1 0 _ _ 1 , » » 7 _2 _ 7 -0 111 # 6 @12 3 3 .EL. 8 0 EL 7.83 N N • 2 • v 38 6 N 2 COVER r » f ® • n _ _ 1 3 I 0 23 0 1 3 12 0 5012 6012 I I I 36 , 5012 2 6» 40» 4 I #6 012 J #5@12 #4@12 # 6 012 , 2 6 2 6 6012 # _ O #8012 • , —off 2 COVER TYP. 2 " _ 5012 6012 5012 _ , _ r7 o 01 _ 8 2 6 012 # N 0 0 , 4 4 J LO .. 1 • 50 2 o 0 c� " _ _ #5012 5®12 0� 5012 " ory N# i N • W > O cD c� cfl co 6 6012 TYP. #9 12 , EL4.5 N N # 80 2 N N # 4012 „ ---- V R TYP. r -- ------- — — 2» CO E 01 8 2 ;1;r LY COVER _ _ 5012 01 _ # 5012 # 5012 L6 2 5012 EL 5.75 5012 . . 5012 I # 6 012 » # _ rn 8®12 _ 2 6 <; 2 6 N 6 CRUSHED STONE 5012 1 #6 012 1 * J z 22 4„ I #8012 • SECTION 2 2 co SCALE. 3 8, _1 0 I f N N _ O O i O i � I i� N , 5012 6012 . —0 801 2 2 14012 # M 0 — » , 2, 6» 2,_6 » » - _ #5012 # 5012 _ 4 0 4 0 f 2 6 - #5012 3'-621 wa # 6 012 SECTION 3-3_ _ SCALE. 3 8 1 0 2 NOTE. FOR GENERAL NOTES AND SECTIONS 1 1 AND 4-4, SEE DRAWING NO. ST-2. , . , - SCALE DRAWING No. / .�� OFMq S F.F.B. , P s DRAWN q STATION SOUTH STREET PUMPINGoZ WILLIAMTown of Barnstable , AS NOTED N lWegman A. , DESIGNED M EH o� aRTIN v�i M' F *ConsultingEn sneersSTRUCTURALNo.28438 Q 9 Deparfmenf of Public Works ST 3 F DATE � � �, . RHG c , o rgs*� CHECKED APv TON WEST HARTFORD Massa,chuseffs CONCRETE SECTIONS MAY 1989PROVED 87443N ©ATE r ---------- ---------- 381-6pp FOR DETAILS, MONORAIL —E SEE SECTION E 7 8"X40" SPANCRETE NO TOPPING PLANKS 3/4"0 S.S. ON THIS' DRAWING (1,/2" 0 270 KSI STRANDS)- (2,3'-4") A 8p-1 1 pp BOLT WT 4x14, 2'-0" LONG SUPERIMPOSED LOAD 80 PSF. 2-3/4"0 (ASTM A36, HOT DIP GALV.) CHISEL CONCRETE S.S. BOLTS TO FIT 3/40BOLT "3/40 S.S. HEAVY (n ��HEX NUT Fp_ 4"x3"xl /2" N — 2 \5/16�/ m"Or", - (ASTM A588) < -0 V) UZ a_ 0000 001 0000 00. 0 0 00 - OLL LLj (no Z-A II 0 ()f < G' A I LIFTING HOOK D D C C 3"9' 0 C/) SEE DETAIL A LU 2-3/4"0 B 6v'X6v9X3/41' ON THIS DRAWING Ld Ld S.S. BOLTS II ry C/) S.S. WASHER NEOPRENE PAD III00 S1 (DUROMETER 60) Ox25.4 (TAPERED) F_ 2 1 /2"X2 1 /2"X1 /4" a- _ II < AS A588) Cn (ASTM A588) 6pvX6?tX,3/4t$ Et of E F t mj .F d- NEOPRENEPAD S1 Ox25.4 (DU ROMETER 60) (ASTM A588) LJ x CO SECTION A-A SECTION B-B II -0" SCALE: 1 "=1 ' SCALE: 1 1 /2"=V . 0" ti C NOTE: CEILING PLAN PLANKS ARE TO BE CAPABLE OF SUPPORTING MONORAIL DETAILS SCALE: 1 /4",=V-021 THEIR OWN DEAD LOAD PLUS SUPERIMPOSED LOAD AS NOTED. V-6's #4 BARS @ 2'-8" O.C. IN PLANK 2 #4 CONTINUOUS 1 /2" MAX. 1 /2" MAX. VOID OR SHEAR KEY PRIOR TO 2 #4 CONTINUOUS ------ BEND #4 BAR INTO OPEN #4 BAR BENT INTO OPEN CONCRETING AND GROUTING lo-611 VOIDS, 2'-8" O.C. 2 #4 CONTINUOUS -VOIDS, 2'-8" O.C. (MAX.) CONCRETE BLOCK NOTES: 44, SPANCRETE CAST—IN—PLACE CAST—IN—PLACE PLANK 1 . CONCRETE BLOCKS FOR THE EXTERIOR 3000 PSI CONCRETE 3000 PSI CONCRETE 00 00 CEMENT GROUT BEARING -WALLS SHALL CONFORM TO #3 TIES @ 1 '-6 SPANCRETE PLANK #3 TIES @ 1 '-6" #3 TIES ® 1 6" AST C90 GRADE N TYPE 1. CONCRETE BLOCK #4 BARS @ 2'-8" O.C. IN PLANK 2. MORTAR FOR BLOCK JOINTS SHALL MASONRY WALL FILL COURSE SOLID/ CAULKING VOID OR SHEAR KEY PRIOR TO CAULKING CONFORM TO ASTM C270 TYPE S WITH CEMENT GROUT F1 LL COURSE, SOLID WITH CONCRETE CONCRETING AND GROUTING A MINIMUM COMPRESSIVE STRENGTH OF WITH CONCRETE 1800 PSI AT 28 DAYS. 1 /4"x2" CONTINUOUS PLASTIC • BEARING STRIP (TYP.) FILL COURSE SOLIDO.C. 3. GROUT FOR FILLING VOIDS CONTAINING #5 @ 2'—8 REINFORCING STEEL AND BOND BEAMS @ 2 8 0.C. WITH CONCRETE SHALL CONFORM TO ASTM C476 WITH A 2 #4 CONTINUOUS MINIMUM COMPRESSIVE STRENGTH OF r. 2000 PSI AT 28 DAYS. 4. DESIGN OF THE REINFORCED MASONRY WALLS IS BASED ON , A VALUE OF PSI CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOCK 1 ,350 MASONRY CONCRETE BOND BEAM AT J 8" 8" 8" 6TH, 12TH AND TOP COURSE MASONRY MASONRY SECTION C-C SECTION E-E SECTION D- D vv=1 I_0vv JOINT REINFORCEMENT #9 SCALE: 1 "—l '—O" SCALE: SCALE: 1 "�V-0"- GAGE EVERY OTHER COURSE 2P-01' WT 4x14, 2'-0" LONG y. 1 /8" THICK WASHER NOTE: (HOT DIP GALV.) PROVIDE SHOWN BELOW MOUNTED #5 ® 2'-8" O.C. AND AT THE EDGES OF CEMENT GROUT 3/4" 0 S.S HEX NUT 2— 1 "0 HOLES ADJACENT TO LIFTING HOOK ON CEILING MASONRY OPENINGS. GROUT WALL VOIDS CONTAINING REINFORCEMENT FULL HEIGHT IN SHEAR KEY DRILL AS REQ'D. (3/4" LETTERS; WHITE LETTERING ON RED VINYL BACKGROUND) FLOOR SPANCRETE PLANK co #5 DOWELS @ 2'—8" O.C. AND AT THE EDGES OF MASONRY —0" INTO 3/4"0 S.S. BAR OPENINGS; SPLICE 2' CAULKINGr 1 3/16" CENTER OVER 1 1 /2"R. MASONRY WALL THE HATCH MAXIMUM CAPACITY SECTION F-F 7000 LBS. TYPICAL WALL REINFORCING SCALE: 1 1 /2'v=11-0'7 SCALE: 1 "=1 '-0" DETAIL A (LIFTING HOOK) SCALE: 1 1 /2v'=11-0)p SCALE DRAMG No. F.F.B. DRAWN AS NOTED Town of Barnstable SOUTH STREET PUMPING STATION , o WILLIAM Gr DESIGNMM.E.H. X A. 1114 n -4 M.•,RTIN C4 Consulting EngineersWW= ST 4 De' partment of Public Works STRUCTURAL No. "8438 o I I CHECKE R.H.C. DATE Y BOSTON WST HARWORD 0 LOC Qj OLOJ 0 0 SPANCRETE CO L R DATE tpxuv R - CEILING , PLAN AND DETAILS RMSION M AY 1989 Ba rnsta ble , Massachusetts 87443 — ­­_-,-.­­_­­_­__ "-�-,---:----------"--,—�—,���--l.11,�l—,����.---— __1_1­1__­__­_­i1_­____1.­ -,----,-",--,—�----�----..-----,---�,----.-,.-,--�---�--"----'—,----,_--__..__..­-___1111 1­1-1-­___­___11_1­­­g-, -_ - _. _1__­_______­,� _­ -,-------�(�"--'-----,--,----��—�-�-��---,--l�-1--l'--,----�---",--,.,----------------'—'-��'—�-7-,'---'---�":--'—'4-,;--- , q�--------7-­-� r7_'—­_­­­-­­_­-_­­­ , � , —__ ,,"�,I"____,_1_11_­11.1 11,­__­__-­7­,�­­_­,� _7­17 ­­­­­ _____1 ­11--­­ ­_­_.­_--_----,-,---­­­­ _­-'­­---­._._1­ , 17..1__.__.____­__ - ___11­_______­­___,___1_. , ­ ---,--.---,--"-�--,�-,--�p,:�-�',i�--- ,---�,�-�-----,-�------ ­­­­­'­­1111-1.1---­1­_____­______­ 1, - 11 2 Z,` I I I I . �I I � . I . 11 I'll �: ,I,,'�I�-� � I __, I I I 1 I I � I I � . I I I 1. I � � �� I 1 ,, _, , 11 I I�, I � I I I � � . 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" - ,, v ': �!" k, " - � , I I ­ ­ . � I � I �11­ ­�,-, - - " , , . .1 ­o� - , - I ­ ,� I _�,'�'�_,�� �!, - I I I JOINT FILLER ALUMINUM NON-SLIP NOSING , , ,,`, _,,�,`ni,�,,�,-,,­ I I , - �1, , I i I , � � � j�,, , i � , I I � . I . : ,[-,%� ., ­ 1 I \ / '' I ; ­ ­ �,I_i ,,,". , , , ",�:,��,:,Ill , - , "I'"l �, I I ",,� I I __N%r_ - '� � " �, " , I I �� _11l:1' I n ' ' _� I 1 I ,� � . � . � � I - I EDGE "' 1 , `��,"',"�,"v ��,%,,� , I I 'y % , ,, ,I I� I - I � I -_ I , , ­ � I � � � I - I A. , � - '. I � , ,, . ,,_,7,�' � �� ' i �,, -,�,: .;� :'­ I I , I , . � . -B I- F I �� � , , �­'!",'�_�­� ­`�`_ , �­' I- �i: � I �,� , ,,,, I ­ ­ � I I SEE SECTION B 7 1 , 11 , , I :_ I , . I I � 11, � , 1�1111 '�11�4_� , ��-1- ,11-il I 1 , I . I . - . � I � "." ., � ­� �-", I , � , I ­ . ONTINUOUS, BE SPLICED BY MITERING I I I I 0 / . I I , - , .�i,�:"�, � . -� ��.i,�,�,� �� � �,'_ _ , '� I I . I I I I I � 11 1�� 11 ,��,,�, -11 1 ­1 , I � 11 � I I I . :­,­ ­��,e�_ 11 , k I I , t, I I . I I 0 : .0 * A : PO * A . . � "": ��-_', ".�,,��'��_,, � I � i I I I I I . I � , , I_� 11 ,� 11 I I ,� � I.- . . I A 0 0 t 0 0 11 I I I I I � __ -"�l!v',','-� , I ��-l,��, ,",� , :,_� I V I I � I . SUPPORT BY WIRING TO REINF. TO OR USING PREFORMED INTERSECTIONS. SECTIONS Ae 0 .1 . i��,�`,i��,,��,, ," i "� I I Ir- 0 . 1 4" 1 - . ,� -i � 1. ?c `��ii ��, � 1, 11 I i :, 0 0 '1111 i:.: , - � I I I � 1 1 /2" I.D. ALUM. PIPE SCH 40 1 . 0 0 0 ___"_ - I - . lq�, I �,,��l :_ " , I 1 I . '-,­,,� . : -e I � . I . � . 0 0 1 , I I I I I I ;;I , 11 � � 1 1 I.. 8'. I �l , � , � �, I -, " , I I I i kl.,� 1 I'�;:1�1 11� 111. I . �. I . PREVENT DISPLACEMENT DURING I GETHER USING MANUFACTURERS I 1 _____7 N I 1, " , , '�`:.,I I 'i�%,��11. ,_I I , � . ��,, ­ � I I I . x ADE � I �:::, "' ��I I ,��. I � I GR � .11 �", 1. ,�, f i_: �­ 1�,:4�?,_� �, I - I . ., I . I ' � " ""', ,­ I � I I "I I I : I � I I 1, I 11 , , , , - I I . I I -11 � � 1-1 ��, l�"'_�� .11 " � z�''I, - "I � � - I I CONCRETE OPERATION. RECOMMENDATIONS. LAPPING OF WATERSTOPS IS I ALUMINUM 'I < I FINISHED ,I �"1, I',, I , I .1 i- "I` i-�� ., -1, - _� x t­ WA L T t . I r 0 1A 0 � �� �. . Jm:, , �� I - -1 � I ��_ I I � / . , "'',, �'_ !",I I I I \ 11 �� �� �_, ,���11'l� ,r, I", � i,,� , , � I ;,��',�:,�,�,% , I" "I- , _ . I I�� .. _'__ 'I, , , , ,, , , 11 � - i, I I ", ., I 1.� � , t- �, :�, "', ­� � � — 111���� . 1, , ,��."", �,,, . , :�- , ": �, , �_ I 1, , ,��o 0 * 0 , �, 11 I`_ , - , , - � I � . - I x < . �I I 0 0 1 GRADE '' _- 1� , � I " � I . ` , � I . NOT ACCEPTABLE. I - NON SLI I , 1< #4 -..,/ � 11 I �`�l� - '', , ,r �.:::, ': � I I 11 11 1­1 4 � . I � �,:! ,�,�­�],'� `�,_,,_�, ,-,�, I � I I . �, _ _ , � I . " ,� I ,� : � �I­��_��,'_11`.�....... "�.�i,_� � I I �_ 1:.'' ; I - 0 x I . M I I I , -- - �_�:, . I I I "', 11, -:. - , , � 'I, JI . I I i - . 11 I I I - I NOSING 1 B < B I z . I 11,� � �, I ' ll I I'- ,, ��,, , ,­ ­­_'� 7 1 11 I I I " . -.0+ I 11 i�, �­ i" , 1, ,�,,,; , %,,i:, I "'. I I . . JOINT ­'� K , It "I ,"',11 -�,��, -�,�,`7 , _ . I �,, 4� _ " - � 1 1 /2" I.D. ALUM. PIPE I I 11 - I .. '-.-- GRADE , BEAM ' , I I I � ­......�, _i,�:',��,�,, !'., !'I",, ;�,­�_,1,1 ,," �­ 11 I � I I x 3 1 1 I . , I ­­ " _` , I'll I I I - 11 I , - I vl��";�,­�vll,�`�,",,�� , -,e-!,_�:,,­'� I - I I � " � , , _ 7 � I 1 . ---I-- 1q_ I-' I I I I � , ,�, "r,:" ���_ 1 .� ­_".11 - ell I I I I I � � I . � �� "' ' � , I SEAL I T I Z',3-#4 : i � 1, ,'�, I .", '11", ,- V411, " 7 � SCH 80 (VERTICALS) � x I 11 t K 2 . P I - I , �. � - -, -1 I �, 11 I I (MIN c I I ­ ��'_�,,�,:, ", - I ' ' _� - _��i�� I 11 V, I 1 I . . I I I of ) , I , � " �`�'t ,�,�i,, ,," "I i,l.l,,, � .1, 4 0 " , ��,, � I . � � I I I I - , I I ,��,, , �"�,�4. ­I �1_�,,�, I I � I I� I - . I T&B * 1% - � I %,11 , - - i,� �-'� I � � I I , -, 1. 11 I - _j "I � I - � � . -63' . , - I �1 - . I I �, � . "'' � , .-�,�:,­ , ;�1_4�i '�,;� � � MAX. SPACING 3' 1 1 WALL , I I :� r �, ,,�,',,�',",.�',',,'�,:,��;��,�',, � .� , , 0 1 . , ,i, , ,­ . ;� - I .1 � . 0 1 0 0 1 1 1 1 ­ _ " i,,,�;�",­��i,� _'�,', , "� �: :�,:' I I I I I I I ; : ",, "�% , , _ _ , � 1 I � I � I . - I I I �� 1 , 111�;-�'�, ,��, �' ' I I . KEYWAY � . . 0 0 1 1 � ,---�'.;',,� 'e,,,,-,,, . � I I I �'-, � " ,,," � �,�,�' ' �, , , ��-,, - �­ , 1, .ALUM. NON-SLIP I 0 � I � _ �, ­�' I � I 1, � "I ''I � I I I I "-,�,Z.�_ � ,��,�i:�,�i', ,� - . I - I - --_ I V-011 0 . I I � I I ''I'll, - , "� ,�, � , ��1! 11�,Il, I ­ . � . u * I I I . I �,,,�',,: "_ ,ii,,��j��- �, -4- � I ­�_, ,��.­ "i -i '' '. I I I - 1��,,,,, �, I : . , ". . , I I i I I Is I I , ;, ,­�i��;:,�',,,�-" -- �," , - i :1 I... NOSING TO MATCH � . I � ­� � " � I I �1.1: i 1,�� 1,-,,,,, I I I ­_ � I I I I . I � - I *0 0 1 1 1 . 11 , - li� ,,-,.,, _-�,,;,,,,,,, ­�­ � _ 1 , I I I � I I I . I 11 i i �___" , 1, �,, , IV I I I li � � I I I 00 0 I ,. �, I-. le�;:,;'.��- , �i�,,�� �,_� I ;,V',��,- ,"�� '' THREADS I I -opt . I ,,� _ " �� I 11� 0,;,� � I I I I ' DOOR WIDTH + .1 1 07� . I � � � - ­­ , ,�;�], `i­'�',,� 11 I I '. I � I . � , 11 , - -- , �,;�'V,�:�- ��, 1, I ;, . I 11 I I . CONCRETE --d I . I � I 1 , ��i!�,"".­, .", - '.,:,%_, ; I-­ '. I . I I I I I _', I . I I I I � . -­ � *, 1 ��,:� -�­� ` I ­ I I . . . I , ,,� �i,q :� , � ­ I �: , 1 . I I I 11, . ��, - , -­., ii � ,i, I— �11_ TOP OF I I 001 � . . 1, - ­ , _., l,, ,,t'��� � e � :,,� � I I (M I N.) , I . I I 1, I 'll - " - 1: - ; _� _1 I I I . . I PAD I . ­ ' I I z �,,-,��:4,�,,�", , "" - ­­ c � I . , l �­�,,,­,--,,,,: -,-" , 1.�, � I �,� I � I 6x6x3/8 PLATE � 1. "I. , IT I I I . 1, � t.,� I � I , , �, :1�1, I I' ' I � , � , "' : � I - , _.,,, i . I . � I � I I . I � � i, I ,_ -�� -�,4,f2,,""l�,�i '' 11 s:11 , �, CONCRETE SLAB I AIJ 1 1 1 � 11 ''I ,�:,_ ­"� �� / � �1_ � I I I I �1. - ,;'',: , ­ " P-1, ", ,;,.- I", ��­I 1,I 11 I I WITH 4- 1 /2"O 1 1 . 1. - I -" , ` ,,�.......�­',,, ""-` � 1 � � I � I .� . I ­ , �i­ ,, , ., , , , I I I % I � ,� ,, ,,,, I -1 ­­ � .11 I I . I'll, , - _ , , , � ­ �, � � � I 11 , '' , , " I I I . 11, A ; � I ." I I I I �I I �1� 11. ­ - "Ij� ,i �, �. , " , -_1 I I I � . I I � � I I � � 11 " ��,I,i� ,�il,,� " �_,�,,_,�,`�,,�,,�,%,,'­�,'.�� :,411 1 1.,,�":�,� , I I 11 S.S. BOLTS CROSS TEE � PLAN . A . I I 11 , , " ,­,­ �,,­ � �, �, I , I � ... . .,. SECTION A—A I SECTION B—B , ,, I 4" I "' ­,,o-,�i,l ;' ��", -,, 11-, I - ::` ,� -, . . I I . I - � i", ", . I �� I __ n, �1 ,� I . I I - " _ ��,,��- I I � �';,,_, �' ' . , I 11 � . ** : I . I I I I .­ - � -��, - - - - I I .. .. I . 11 - ��-_­ , ,,,,,�,,;�,,i,,,�;,, ,& . �, � �,;., ", , I :at :* I I ��, ,�� _ ,,,,,� ,,, i %1, � � . 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SEE DETAIL M._3 I EL. 8.0 i , L-'--------------------------------------i ( , -► T I 1 1 SECTION B-B ! ! , ---------------=------ 1 STAINLESS STEEL � L► PROVIDE SUPPORTS 1 --�- -- - - EL. 4.33 PEROXIDE FEED FOR OPERATOR STEM. I i , , ,. , I L PIPE SUPPORT » 4 -4 S .� M-3,.{, ( EE DE AIL ) A , ,", ;. .,, 1 - _ , 1 SG 2 , CONCRETE PIPE SUPPORT WE WELL N0. 1 1 EL. -4.s I „ , 8 D I �' . TYP PUMP NO. 1 C ) , 16 X16 X6 TEE 4- „ 1 ASTING _ 6 D I I - -- - -- -------- -- - ----- ---------- i MECHANICAL JOINT 1 SG-2 SLUICE GATE SCHEDULE 5 � 1 / i 6 X6 TEE , VALVE PIT I - - SLUICE GATE SIZE HEAD TYPE OF TYPE OF TYPE OF TYPE OF REMARK 1 _ NO. ft FRAME ' THIMBLE GAT ,, ' . � E OPERATOR � -� r _. ,.:�,.- PUMP NO. 2 _ » _ SELF MANUAL - a SG 1 24 x 24 20 FLAT RECT. STAND. F UNSEATING . --- -I-- - - - ------- -- - -- -- CONTAINED °OPERATOR I �_ �- - - SELF MANUA .. 4 GUTTER DRAIN _ „ L SG 2 14 14 20 FLAT RECT. STAND. F " . .. . , ;: o x UNSEATING (SEE HVP-1) I „ I wi CONTAINED OPERATOR 4 DRAIN • �r UMP O. 3 - ; ,; . P N -I"�.I �I..II..-II F-)I_I­k_���..�I­-"�* I1I I0-..1". _.ft�.I-I II I I..-I,N I I-IAI I II._I-I gI I.I -I­.-�II.---I�.1 I��II.I I�.I I-II.I I II I 1I,-1,..,I.I I,.­� -I1 nI II.I-I I I II-I I. _I.I-�II-I.._ I -I-- -------- -- I LEGEND 16 x16 x8 TEE NOT �_ --I-- --,_-.,..-_a_.--­-T�.',I��,,-I_I�I�I II-I�-I:1�./:..-I 7--I._.I-I.,_IIII.-Id IIIIIIIIIIIIIIIII11II_.UI,-I I­_yI_�_II,1I-II._1 I I'Z�I-,.-..1..-. D--,A I.J�I�11�I--. ..�=I-I I�I-�- I�-.--_ ­II�I I__��_I I I.1_.L II.I I-�-I�I I PUMP SCHEDULE ES: (TYP) w . PLUG VALVE M J TYP M a,, , , ( ) i .. W _ - 1. ALL PIPING FITTINGS AND VALVES I T I ET WELL NO. Z M MIN. SIZE MAXIMUM N HE HYDROGEN 1 2" PEROXIDE TYPE CAPACITY TDH DISCHARGE SPEED HP REMARK PEROXIDE SYSTEM SHALL BE 316E STAINLESS STEEL CHECK VALVE m ft in. rpm) PIPING SYSTEM SHALL BE CLEANED, PASSIVATED AND (gP ) ( ) C ) C P ) r ' CHECKED FOR LEAKS BEFORE USE. ALL VALVES MUST BE „ » INTERNALLY VENTED. PROVIDE T F V PRESSURE GAGE ,_ „ 8" STING G Y GLOBE VALVE operate at E LON EN ELOPE 9 6 CA T N (T P ) .' GASKETS. . 0 - 30 PSI. SUBMERSIBLE 2300 110 8 1750 115 1000 m 9P FLEXIBLE NON-CLOG without . r , JOINT NOTE. 2. LOCATION OF CONTROL PANELS MAY BE ADJUSTED CONNECT 1/2 PEROXIDE TO cavitation , 16 FM 0 ROTOMETER ALONG THIS WALL DEP PENDENT ON DISCHARGE LINE E EQU PMENT FURNISHED. , . , . i . i SECTION A-A . . . , '4,. �j, .:. , .SCALE �,1�;.I1'1�� . DRAWING No. . F.F.B. OF DRAWN N M /t A S s9 ow SOUTH STREETC PUMPING STATION ti T n of Barnstabi ; , o WILLIAM G DESIGNED RAL N ,; Consulting En9tneersMECHANICAL =- _ o Department of PubIis Works. v M\RTIN a',. , , M 1 . ,. DATE 9na�sa3$ c , , WA , CHECKED -� F �, 4t C/STEfi ��' , Fs, �� BOSTON WEST HARTFORD a o N � �: , _. 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J - .: ��,'�L�.4":_l,I_?L F ��­,,�It­_,, ;?,�I'�:,�":"�,I,.l:,­1,_, ,.�',�_�?I,�"�',,,�,I,�e ;;,"'�_1,-__��",!�,1 1" ,�­,�'_I­ 'I­:1,:?�I.��"_":"%,,­I"4�I t,I,�-�I-,�"�,: ,-.I­,%;I,�`t,�,I1,1�,� L. 1 2 CONDUIT OR - , ; FLOW METER TO BLDG. 1-­:. , 6, '.;.: , -' ..t ,i DISCONNECT 8 QUICK __ ... . g, .. Y , , . ,�, ' .. 4 WATER FOR ;HOSE _ :. . ,, 2 GATE 1 1 2 SUMP DRAIN I S, ti 1 WET WELL TO E f d- i - \ : N ;' SLIDE GATE TYP. O M ( ) - - A q 2 __.� , f' , S-1 - ", , - HIGH WATER i ALARM PROBE S-2 - �, ., . • 1 /8 THICK RUBBER SEAL BAR RACK COVER PLATE _ I =, GRINDER _ SEE DETAIL FOR SUPPORT 1 16 -0 , v PLAN 3 x 3 ALUMINUMACCEss SLIDE GATE ASSEMBLY 1 S-3 S-4 HATCH TO BE CAST IN PLACE . . y, , . BY VAULT MANUFACTURER. 1/2» CONDUIT » 4„ HOSE SEE NOTE . ' 4 WATER CONNECTION LOCATE. HATCH TO PROVIDE S-5 S-6 . LIGHT ; EL. 22.0 ACCESS FOR PIG LAUNCHING, , MODEL JD-4AL BY BILCO COMPANY; EL. 7.83 .-_: 4 ,I. PUMP (TYP.) NEW HAVEN, CT. d• ; . " HOSE d' •. HIGH WATER WITH UICK 7 MANHOLE RUNGS, 12 O.C. • . , i , .: ' ALARM PROBE DIscONNECT Q.• •. FLOW METER TRANSMITTER •. EL. 18.0 - CONNECTIONS SLIDE GATE ' •' �• t • •S� ,,: 3,, .,P:. , „ 1 - i 1 1 2 SUMP DRAIN GUIDE (TYP:) � ,.. 16 PLUG VALVE / �" �' . • •• T0 ' WET ,WELL •. . I '` .� � 1.a , . 16 PIPE �•'' • ,,, , r ,. i - -- -- --- - • •• --- -L-- - - --- -- -------------- - - �' EL. 4.33 EL. 13.0 -•• 3 2 .•b• b».isms• b':.�.� ••b• :.•;� LOBES VERTICAL SUMP k , EL. 12 0 -- cv _ 1 2 PEROXIDE EH 3 » PUMP MODEL S3-SA3 OR EQUAL \ a /2 PEROXIDE / 8 PLUG VALVE Y . ,; 20 W E 1 3 HP, . 110V / SINGLE PHASE 4 ..: . V 10 GPM @ 1750 RPM - 8 CHECK ALVE CONCRETE SUPPORT" I• _ '. : " NOTE: 4 { » » TDH 22 FT . SLIDE GATES 2,4,5,E WILL BE 2 -2 IN WIDTH. 16 x16 x8 TEE , r '' . , i TES 1 & 3 WILL BE 2 -8 IN WIDTH. - ,';, INTERMEDIATE FLOOR PLA N EL. 8.00 SL DE GA ,.'._ _ 16 x20 REDUCER - SLIDE GATES TO BE 1 /2" THICK. CONSTRUCTED n » ,.., 1 4 = 1 -0 - / OF POLYVINYL CHLORIDE, CLASS 12454-B. ' .t SECTION A-A T SLIDE GATE DE AIL - , _ , . , V ': PIG LAUNCH AND BYPASS AULT NOT " T0 SCALE I - ,. : -1 OPERATOR - SG 1/4 _ 1 -0 `„ '- .' ." NOTES , . VAULT TO BE PRECAST CONCRETE 5000 PSI L 3 1 /2x2 1/2x1 /2 EL. 22.0 -STEEL REINFORCEMENT. ASTM A 615 79, GRADE 60, 1 MIN. COVER. • DESIGN LOADING: AASHTO HS 20-44 EL. 8.0 TALE T: SEALED WITH 1 DIA BUTYL RUBBER OR EQUIVALENT. coMBus AB CONSTRUCTION JOIN EL. 7.83 a _ GA S DETECTOR MANUFACTURER: PRECAST MODIFIED PUMP CHAMBER PC 6 x 16 AS - ', . . , EH 3 " i l z:; _ PEROXIDE MANUFACTURED BY ROTONDO & SONS INC, REHOBETH, MA. _ p:,, 5/8 S.S. FEED } ',• : 1 SIO ANCHORS # z CONT ROL EXPAN N , , ,. .. STEM • , . . ,;;". GUIDE y ,. ; '. ,9 ry - 0 0 .. , SG ` 2 M ,. _ } OPER ATOR EL. 12.0 '.,, , . ,I COVER PLATE SUPPORT _ , "2 GRINDER » 7 1 2 PEROXIDE DETAIL _. X C GAS DETECTOR TO I , . TTON D n 3 8 �x3 3 4 LG. STAINLESS STEEL BU HEA . 1 PEROXIDE / / 2 EL. 8.0 BOLT WITH STAINLESS STEEL NUT AND WASHER TYP. 21 INLET :,; SEWER . . SG-1 1 2x2 1 2x1 4 WELD TO 8n CHANNEL ;:, :.:; ;a I L �I.,� _­.. .1- _II_�'­'_.-_.,_�.-�._ I I.-LL._- 'i.L­ -,�L_�'�J-,i.,:_:I���-�­L,,�,1IL I:1--,I"­�"I L 3x3x3/8x6" LG. L 2 / / , , EL. 4.90 90 LBO „ P T S SPACED 2 ON CENTER a ; 45 ELBOW 3 BOLTED TO 8 CHANNEL DRAINAGE LA E, 1/4 HOLE » ,, EL 4 3 n 3 8 x3 3 4 STAINLESS _: ..;.,:.: - / / w s ., men:; : I � , ,.� , -:, � . . WITH 1/2 sd STAINLESS EL. 8.0 BUTTONHEAD I 1:" - 12 - REMOVABLE COVER PLATE - 1 -,.n, , r,: sTEEt_ BOLTs STEEL BUTTONHEAD BOLT BOLT „ ,: 7 RADIUS --- : 2 1 4 CLEARANCE , BAR LINE FOR BAR RAKE CLAMP 1 /4 DRAINAGE PLATE 11 -0 - AR 2 1 2x3 8 CLEAR OPENING SEE DETAIL / /( „ BAR 2 1 2x3 8 BETWEEN BARS TO BE 3/4 / / WET a , ' WET 1 -10 1 -4 NOTCH RACK BARS 1 4 DEEP / I BAR CLAMP 1 1 2 x1 4 x3 LG. W LL n n / / WELL s N - - MASONRY EXPANSION AND WELD 1 x1 BAR . SG 2 n N „ NOTCHES MAX. 2 -0 O.C. TYP. , NO. 2 . ANCHOR WITH 1/2 0 8C 4.25 ( ) y . STAILESS STEEL BOLT EL. -4.50 -- FLOW TYP. ( ) - . BAR 2 1/2x3/8 „ » 3 16 x1 O STAINLESS ,. FOR CHANNEL DEPTH STAINLESS / . CHANNEL 60 WELD TO RACK. sEE sTRucTURAL STEEL WASHER CUT To FIT STEEL NUT �,r_ _ :INVERT DRAWINGS r. _ 5 6 12 CHANNEL ,<-,: ,, 5 , . , 3 6 ;; EL. 4.33 MAX. ; . CONCRETE FILL . . • • ...:..:..•:� ELEVATION . _ .;, d „ .. .ora :K. .. ' : _ " - n. .. SEC TION N 1 -1 . 3x2 1 2x3 8 BAR CLAMP DETAIL T » » V ION / i n ELE AT - _ 2x1 4X6 LG. 1 4 - 1 0 .,: , _ NOT TO SCALE _., . ,-; C ANCHORS 10 f O.C. _ , NOT TO S ALE . , ;, - . .' ,�, x: '` BAR RACK DE . A r .. _ . ,.1�It.�I,.1Il.,L,",.1 1II­��--I�.�II�_t II'1I 1 I.�l,1 1,,I"I11e_���,,1 t.I..,L t,c:I�_,,,�,�,I I�,.I.1l.I 1�'.-,L,1, �1,I,�I�LI 1,I,.I I,Z.,.,����.,_.-1 *�_,.t L:L- _,_.­�,,�,__­t�;,.L,1'­��-.I�x,�I I,1'1,,':_�,.,,I1,I'`��,,�,I,;tI 1�'�I�,�L,L,:I�,,,,%,.'I-I..:�­I.,�.%�;�,."�,.i, �.�,,���1-I�I'��!,t�,,' _1.,_'_-",i�:-I I---.",_t1,1-t4'�I.1;I1,�, :�'-­­�'.�,.�;�.I,;�,1;C�!,1"-,jI�I�--.t��,:�,1t,:-I I�-­1-1__"'��,L,1.1:I;�-,,_I'.',,-_,;,II-1t� '�.�1 11I'LLI-;_��.,1 I;.�___.,�­,.,,:�'_._1,�_�,,,:�,I,IIL,1"�.:"1�,�',,­,,��­1 . - DRAWING No. � ���l�.-,.I'��rI�­,�,,L�,�I:­-��7I.l:�,�,,�I.,.`Ix.��-i,�.,�I1I"1''Io,1�_.",_.I1,1-t�e,��­�.1-�-,,,.,:-,� SCALE ��I�-�1 I'�1�I II:I,,,�­'�1�..���1"­�I��,,1..i,I-1,L,I-,.��-.i,,�I,,,.,,�1 I.1 1 I1,,e-I��1',_1�,I,_,I�1,,t.:.,11I�I1��L1 I1,,�I1�.I-,,.,-,1 1LLI,�,1 L .'-�,,I,,-,.'III 0 • F , RCB H M T PUMPING STATION _ , _ q U STREE oRAwN s S 0 T H s rn sta b I e _ _ = : Town of ,Ba ,. _ q AS NOTED LLIAM o WI o to ESIGNED RAL A. � D - t, ,, v � MECHAN A MARTIN co��m� En ><I7.�� e a rt m e n o f P u b l i c Works M 2 y g � D p 1` - �o. 8 8 w DATE �p - , F CKED �C E •: ,, H E , ST 80STON WEST HART ORD _ ND DETAILS ., ,. s N r PLAN S A � -:- to u s efts N instable Massach A 989 6a M Y � .Y .. : . „ , - E N _ - 87443 '.-LI-1I. . 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GALV. . 11 I I I �,l � , ­ I I I , Z� 'I', - ._�, 1;�,�_, ,,, , � I 11 I I� ", I _ I - I "I I , ll.�, 1, I " ,�, 1,I , '' 11 vl-, '_''l - - ­ . -------I r---'- -.e 1 m -—- i - � " I . I I I I - �_,­ 1. �,� I I I � ­ I "I I - I . I I � I I �. . . I ,�, , � I , "� , . I I 111 � � I I � _ , , t�_ �-,,�,,�,�,�, . � 1 �,­,�` �� ",,�,:_ ,:�,.,� � , I . / ,,, -I_ - ------— _F_ I I I I I INTERLOCKING SYNTHETIC RUBBER I I I I . I - I I I I I:" � _��t, " , ; I " ' " I I I . I I I '_ 11 I � I I � 11 ��_l lc :t -, ,1'1� ll�,.,'1�':,'�,i,­:�., ,",t,�I '�4 ,, �f I � , � I I , I I - . I I . 11 � I I I :, I ,�,t ­ , ,, � .I ,",-1 , I I I � I . .,,� ­.1 �t �1. '' t t, 1 � I I I i O', SQ., I I I I - -1 - v 1 � .: � / I � I I - � � I I � I I I � I- 1 . I 1 '1� ':,, " I I - I I � I / ,I I I I I I � LINK TYPE EAL S I I ­ - � ­ , � , I '�I ll� � " , _t",�'W',_'�l," " " I I - ._ �,,­�_ . � " I , " , '� 11 i I "I I STEEL PIPE SLOPE S LEEVE CLOSURE - , I F -1 , "",�,-""�""�,�,,�,�",-,--,"7�', �. - � t I- , 1, - t � I I I I � . I . I � � ' 'I , , , I , � 1;,,�I,i�tm���,_�_� 1, I I � WAL � � I ,. " , _ � I , � - '_! I 00 I L THIMBLE SLOPE I I . - - - -- 1� � 11,� '­ , I 11- ,,�' ,,,­ ­ '' I'� 11 - ­ 11 I I I � . I . I , I I , �� PIPE , I . I I I .1 � ' ' . - ­1 � I - I / � . � I I p - . I I _' . I � ­-­ , , ,t�� �',i��11'11�� i "' 6" MUFFLER PIPE � .t.a :�0 1 � I 1�'�:" tt �, ��', �1,111�_ � I I I t � -1 & FITTINGS I . 11 I t$ 11 I r I �" I � � � I I , , ' ' �!, , �,;,­_tll i .1� 11 1� I I I � I I . 1. 1. I I I I ,:, ',,­� - 1, 1 ,; ,, �_: �t��:,��"" I__ "- 1, I;,-­','' I I - - I I I 11 ,� � " I , � - � -,'I, � ., � I , . , - lt�"c",- I ,�l -- , . I I 1 . - -- � � - � 11 1 � I , - ,- - I I � : . _____ ___ _ - I I I 1. I I I 1. AS REQUIRED - ­ � I I - 1. I . - :,,,, .,,� " - , ­�""'­`��,,;:` 11 I , I i - �"l "k 1, I I I WATER TRAP INSULATED I 11 I I � � , � - �--, ,�,,,_t"''! '' j 1,A'lll ,�tl'I- 11 -I ­� I 1. I -, I I — li I I I � I � I 11 I . I I " 17_,_ ,,�` " ,�ll-"-" -t,,� , '_�","�t��lr�l ,�� - �, , : t - I I I I � I � I :­ .- I I :�, t, _. � �,Al , 1��;­ " - � I I - . I I I I I � I I I I I I I ,, � I ,, �-,�,;�,-"`�`-- I r"I'll �T, � I., I I I I I I L . I ,� . 11 .1 .-I, � " , , - , I I I I I � I I l. , 1 , i 1, t- 1, -1 1-1 I I� I I I I 11 I .11 I I I - � i 21P [IL----ii I FINISHED FLOOR . I I . I I , tl I :'�:�",� ��4,�,',r­ -�"_ �_­�-�,�'_tl � P,- ; I I . I I - I - , , � " � I t , -I ''�, "- """ ",�,"� ­�,,�I lit, I"- I 1, I I :1 , I I I I . .... . I I - I . _. I " I 1 ­1 � ,'' � I - " �I '' .1, 1, � I I . . I I I � 1 7'-6'v � I � I I I I I I I � I ; I I ' 7 ���: - 'J,,��t �", ', `�','­;' 'L "";...,,","� iz,1�111 I , I ­ 1, 11 I I .1 . DRAIN PLUG I I . — I , I , 11 I I I I I I ,1, I I I I :', li L' , �, -�� . " :' tt­� �-� I �'." '�I � , I I ­� "', , ., � I I I I . � , . I . , � � I I I � I I r, I - - 1:-, ��­;�,��,�,;t��i'l I , I I I � I I - I I . .1 1 � - , ,�',, �� -,`�, 1 1 . . I � ; I I - I I - I ­� _ � , � '�t � , � ,Y�_,, ��l '' I __� � I I I � pan 3" FLEXIBLE I I I , . I . � I 11 I I I ' ll., I L - 11 11 ;_�.­�,�, '' ��,,",�,, ��,;�,", I ­�:� I", 11 I" "t 11 I . . � I I I L_ � . . I 1 , � I ��­ �'�: ':�,­t_'"­-� �'L "' '� , . 11 I I I . I I I I 11 I I I I I I I . I � ,�, I�0 -1� _'!� , ." , I � I 11 I . � . j � 0 0 0 - I � I I I I e I �,,� ,l �', lr'�"_ � 11 I I - SECTION I I I I I I �: I _ I . I I I L I I I 11 1� I - I 11 I � I I I I I I _ I I 1 � . I � I . I � I I I . - 11, �� I . - � 1�1 �, "" L � � I - - KEEP PIPE CLEAR I - � I � I$ 1 1 1 -1 I I I - ,� 2t�I, 1 , I ­� �1�1 ,�z, I, I��,t '' , � 11 I ' 11 I ­ ­ . " � I .11 I It I; . 11, � ', I,, I ­11 � 'I, , t ,�,`,:�,�;, .- , _t�, �,ll , . . , I I . (STAINLESS STEEL) � � I 1 3/4" f � I 1 . 4 � 1 . WALL PENETRATIONS BETWEEN WET WELL AND -DRY WELL: � I � , � � I t - I I 11 � - I I � — I I . I I , ,; - I � I 11 � i_��-11,"��,I"I ''I 1� - 11 I I I � I . . I I PIPE SLEEVE WITH I I I . I '�, :� 1 : "'i , � " .1 "'It,­lt - , �, � , I I � t_:l � _ t I I I A I ' I , . �'f` �,,,, ." ,`� " l . I I ,�, . I . I � I I \L - �. I I ' - I ltl� � � I I,- I ." ,��­' �' � � S'-, " I I I I FIREPROOF INSULATION I - I WATER STOP AREAS SHALL BE CAULKED. OR SEALED GAS TIGHT. , � 11 I 1 :11 I I t­ 1, ­j ...... _ �,,� - , .� ,� '' , ., , , , I , tl lll­� 11 , � , "", " , , - � 11 - I I I I "'",_ t -1 � . I \ I . � I I I It" I I I - FLANGED CONNECTION I 1. I I . I . I 11 I � 11 I I ,,�,_�, 1-11 .1 t t, '_ I I I I I I I I I I I . I . , I I I :I litl,r � � , � I . I I I I I ''Ill -I �j , I I I � - I I I . 1 I � I I I ,: ,., - I 6: .'ll 'I, �� I `� �_��I t ���": � , I� I � 1. - , I I I I � , I I - I I I I � I ' 11 11 I I -'I - I ., �',, lt� ,4";��,,�� lll��',71­;�,L' I ­ _�I I I I ­ I � �, I I ' %" � I I , , , '. 1, I I I I I � I ,� ­ I I-- trl I - , .�,,, , � � � I I . I I � I � I I I � " I 1, I I I :;�',""; I I I I I . I I - ` t� � --", � :t, " , I :1w:,, I . I I . 7 1 � : _ ; I I I I , - ,�_­ � ­ )­I , I � I I ''I " , " ­11�� � . 11 e' I - I I I . � . 2. USE "LINK SEAL" OR APPROVEDEQUAL FOR ALL WALL , . ��,\,�,.,�', i , .� I � I I I � I �, ,� , ''I 4 rt� -, � i, , � � I � I ,�, " " - � rt�� ," L . I � I I I I ­_ ,. r,�I � �,�;,,­, 1 1 " 1, .11 , I , � I I . I � . I I . I I , ,, - 1, - _�;�;:',�' � I � � _ . I � I _` , ", . I I � I . I 1.t, ! , , � I-�kl­:.� � �,� � ,:,�,,,�l I I - '' '' - __ I , _�, 1�� I " I I I 1, 1. I . I I I I L �, L I I I 1.11 � � �, � �, r­ _ 1 I ",�, ," , - � 11 , ''. � _ e - I''tt . 11 -- :1 I �� I I I I I� I I I I I I I PENETRATIONS EXCEPT ,AS DIRECTED BY ENGINEER. 11 I %"", '' � I , " 1. - �t,�,_, �, � t, � I I � I I ­ I 11 - , I ,� ` e­11, , ,":. !,; , "I � I . I I . I . I I I I "' L " `,_�� t� 1,; �,t� , I I I I I � ,,,", - , I I . I ' �, ,,,` tl , " I , ,��; � , ''I I I . . I I I . I . I I I I I ,,,I I , ,,� ""'t:, _ -1, , ; � ­­�, t :%� :_e ' 'Z11 t-.,, , � -11� I I � I � I . I I I 1, � . I . I � . I .I I I � I ­_% ­ 11" ,,: ' L, I I , � �� I �l I I I I I I I � I I I � 1 . "" - ' ' I- ,�� :"t�, :, " , _1 I �l - I - I I I I . I t'' , , , �� �l 1_�;­.,,', '!, ,, " '' tl�l I I I tl , �,:,, t_ . _� �1,''­ , , , ,., I - - I --------------1� �,��� I I I I :, I �"'"' �:`��`,l - j­ �� ,l j I -1 ,� 11 11 '. I . " I : ' ' I " � � I I I I I I I � %1� _ I , 1. � I I I I �I',, I 1. -, _ , I - . � 1 3. CONTRACTOR 'SHALL USE WALL SLEEVES AT PENETRATIONS. , ,,! 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See Detail HVP-2. , ,,; ',,q.II Ar _ ks 1. • . ` _ 4»W 4"W HOSE REEL x. & HOSE . .. O EL 13.0 HB SEE NOTE j ) . I 1ST FLO R PLAN 0 EL. 11 .83 -s- t , .- .;., . - . ,. . 2 W HOSE REEL - : .,,. , & HOSE » II.I. �I. I1-.V1I1PI-fflNm 4III.II ]I, t I,�IP)L-�_I­�1.�I 2I II III 8��Y II 1I9-.'-I"C,1 I.FI� M;1,I� ��/I.�"I I-�.II I I,,� .i.I "I�I I I I I I.1.1I-.� .� II I1.�I wEI E I-.".�1 6�1;; '. , ,:u/... ,; : PROVIDE ELBOW FOR 4 D SEE NOTE b Y I I"%i.,_.-I-1"I,I1I..: , . ), DISCHARGE TO GUTTER DRAIN Hg { .. E H-2 ' . SECTION B 6 . ., EF-3 , , 1 i ... f .. a :. ,._ ,.. ' f'_ - r . , y a :. "„ . :; d „ - :. - , 1.., i . _ ,„ ,' ` , - _ - 1 , : ., , 2 DOWN TO _ HOSE BIBS 1 UP TO HOSE . 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IFLL.1dI-H.II+IIIIIII1;1.III I_-IT-I IIa.-/-z,�-.�.I i. \v-�;1I1--11,".I..�I.".r&...-./..,-­"I.I r-I 1-,.--d"I1.,--.11--::­:::z I .I I.I1 1.�.- rIN�II 4 I. 3 C .I.I�I.I .I�I I�I I.I I�I�I-I ..I I . ��.I-.�,-I-II�.,.r 1II 1..1I-.-1 11.I-1 I�IIII 1 1 1II I���,I�I.�I.�I�1 -_...I I1-.1�I ��I,.I�I.\I.I I�I I II.I I II-. 1 .1��I-�_-..I I I-I .�I I.I .I I.I I.-."I.I ,�,� ..-I�1.�.I I I-.I I I--I�­i�II". v I,-. Ir-�-.I,�I 1�.II_,I1,II:,.1,.I-I,�.I-.,,-,I_--'I'--,.'_.,_�''''I I''.'lIl_'1l1_l1'I1'1_1I1 1.111 It,_,I'-_::I,Io1.,�1_,'_�:-I.._-�.I.-_I.I__I II�-�._"I._I,.-_._I_I_.L_I _I-_I.-I.,-I I1.1-�-I-­I��-_­11 I--I I-I.I-I. ­-,.,,-I I,-I.,I I.I_I.��I-I I.I I�.1-�I I-I�I�._._,-I-��l I_�.I Ii_I I_.I�I_I I�I I­I�I--,II- I-I'.I,I.�1�1�I.-I, �_I I-.I_-I-1:I�I-I I,I.-�I_��I 1�II I_.­I.­.-_I.I.I­­._�I_%-�I�-I I�I..��I I�i­-I.II I­­I.­�I I�I I,I.15 II,,I.1-I,�)­1..I.I,1.III�.-1I. II�I,I I,_._I�I.,�I.I I�II j..II.,I�I,._.11 1 I I.-I�I I.I"-I�-,I1 I I I.I�I�II-II I�.�,-I.I III�,-.I I�I.I.11��.�-II1I.I I1:1 I�I .1.-I�I�II 1�,�1 I­"II...%­1���.1�.1III1I I�I II:,:,.�I I��'.-II I,,-III.�'1�:'.I��I.I.1 1-�I," I1I­�!­ -.',�I-I.�1I:�I I I 1 I��,II 1: III�,�.,�',:1 W,II,-.,._�_�1,�-,_�:..'Il,��­1I�'�_­:"�l :,:"'�c'!_%:.I�:I+,:l,'�,I1-�,� "z�I:,.1.',.­I,I 1.;I_I:��I_1.." `.­,,,-1�I,1­�1��:I�1,.�-1­,�1,-- �:._-.1..I�,':�.._.,�,­,,"-��:.I.���:,�;t I I-�iI1���"�1­;,::.-�� �­"�-.,I,I,, �"1'1 I.�",-..�� ,.� ���_,:1I,��,',T.;1 I��,Z�., ."._,1���,�� ­-. I!,,_,I,_.1�,,.,I,'��; W 3 W 30' WATER TO i. . , , :, - EL. 4.5 LAUNCH ".:; _ , - - a'' . » 1 1-1 2 CW .` 1 HW ,. ,: . 1 / WE WELL N 0. 1 1 , J_ PUMP NO. 1 DROP 0 -- -- - - ------- -- - --- --- G N _ECTRIC HOT c� -f LED ,,,' CATER HEATER HOSE BIBB i FA S C E U LE II N H D - - 1 . ,, „ r ,: -- - -- - _-------- ------_---_-_- - i : - fi COLD WATER R L C ICAL E E T -: 1 FAN REMARKS , 0 I i' � . . , 1 N o. CFM RPM SP HP V PH HZ HOT WATER , V VALEPIT / . , ---- --- ---------- -------------- - F 1 6 155 .10 1 10 120 1 60 INTERLOCK W LIGHTS E 80 0 / / - - - - GAS • 1 :1;"J• _, ,. , '. . .. . PUMP N0. 2 :EXPLOSION P OOF , DRAIN 1 R --i--- - - ------- -- - --- - - --- ; * 1140 .5 1 8 ..., `, 3 EF 2 450 / 120 1 60 -1 . GUTTER I T LOC W IGHTS , ' .. I 1 N ER K L �,:, .. „ GATE VAL VE SEE _r,. �, ,1 H 1 2 CW & 2 W 1 i_ t : EXPLOSION PROOF 450 1140 1 8 1 F 3 .5 120 1 60 DETAIL UP TO SINK I E / , K 1 H TS ` - NTERLOC W L G V PUMP NO. 3 - CHECK ALVE - . * 5 EF 4 4000 3 '1 2 208 60 - . -! / EXPLOSION PROOF H. c�G. 2 HOSE BIBB» .. V N UP 4_ E T 1 1 2 D _ O W NO 2 , ET LL H OUGH R00 F . WE , r R FROM SINK G S U SCRUBBER FAN` MOTOR AND AUXILIARIES MUST .COMPLY WITH THE REQUIREMENTS OF 2 P PRESSURE REDUCING VALVE GAS 1 D FROM SINK V . AND ALSO BE SPARK RESISTANT. _ `A CLASS 1, DI ISION 1, GROUP D HAZARDOUS LOCATION . , OT , . 1 2 1 1-1 2 . N ES. ,_ , . / / W - , ,V ENT T UP 1 U P TO , N 1. L HOSE BI BS SHAL HAVE VACCUM BREAKERS OV DE 0 FT. NG H 0 -.2 HOSE.AL B L 5. PR I 2 LE T F s . : - , . . » _ HROUGH SCRUBBER T 2 DRAIN HOS L C PA 0 0 NG. A E REE A BLE F H LDI _ _ .. •e . ,, , ROOF ..II I�I.�,II I.-- �--..I:_._�'I IIf I_I_I__I II_II I II-.I_.I,��I'1.-_II��,I"I���-_I 7�I 1I 1-I_I�I_�.I III I I11 I I I_:I.I I.II_-I_-I�I.I�.I_Ii.:_I1,I�I,.m,I-II-.I � .I I. 4�­I-I!II.I.I II I.1 I.I1­I 1.I I1 I II 1.­,I I�.�I I I I-.� 2. EN ATOR INTAKE AND EXHAUST SHALL HAVE FROM SCRUBBER G ER A A _ ,.. ,. 20 FT. OF -HOSE. . . i ..c - _ ,. ..rs. -.r - /!-. R WI H R R ; 6 ST TIONARY LOUVE S T OPE ABLE DAMPE S . 1 FM 6. ALL PIPING AND DUCT WORK .WILL BE V W FOR PRO IDE ELBO . . DJUSTED` 0 SUI FIELD CONDITIO S. DISCHARGE TO - 3. R I DA RS SHAL CO WITH A T T E N 1 3T D 1 ALL F ESH A R MPE L ME . GUT R DRA N.TE OPERATORS S0 THAT THEY MAY BE INTERLOCKED 7. DAMPERS IN THE SCRUBBER AND THE PUMP , ROO SHA ALSO BE INTERLOCKED ;, . WITH `AN EXHAUST FAN. M LL L , - ; . WITH H-4 . E i. - C I0 N -A SET A 4. EF 4 THE SCRUBBER FAN. THIS FAN SHALL .: , :, B SU PIED BY T E SCRUBBER. , E P L H E -_ p ,'' S E 4 , . . CAL : ._ .• , , pp N M ,: , D WN F.F.B, tSTATI _ + I RABdrnsta' ble - SOUTH STREET PUMPING ON ,, 9 Town of - - e ti , 1 0 : ,, •,,. 1 4 o WILLIAM G J, i"l . ma nWIGNEDrDES RAL ': .1A RTI M N _Consultin En tnNrs' .9 De a rtm ent of u b I c Works HVp ��, 1 No.2S38 - HEATING, VENTILATING and PLUMBING M p - .O , DATE �.'\ F CHECKED � O 7 ST g _ N WEST H TFORD BOSTO AR - It ,_., N B rns a assach setts s a to b I . M u PLANs AND sECTIONs .._. ,:, ��. � MAY. , 1989 .. {, _ APPROVED _ , _ _ 87443., , - :, -: N o DATE REVISION _ a , 4 r , . r ':g,: - ....,p is .. -___..._..__ ._.--..,n ...-.__..__ _.a. .. A; : .. 1. I1 _ .,.. _. _._._ ._ ..__,_� .. _-... IIII T IIIII9 0 I7 0 I'REDUCED PRESSURE BACKFLOW PREVENTER Tn CITY WATER 265 CFM 264 CFM SUPPLY iO.S & Y .GATE IiVALVE (TYP.)III1470 DUCT THROUGH ROOF I10"o Lu IPIPING SUPPORT:T ITEST COCK (TYP. ROM WALL -(TYP.).0 16"O DRAIN I FLOOR FUNNEL T16"O 14"O 10"0 EL. +22.0 F IIRECYCLE PUMP GUTTER DRAIN I0 0 T CFM BACKFLOW PREVENTER DETAIL 2" DRAIN 636 AIR ELECTRICALLY ACTIVATED VALVE @ SLOPE OF 1/4" INLE INTERLOCKED WITH RECYCLE PUMP NOT TO SCALE 2" OVERFLOW I110 KE UP WATER TTI2" DRAIN 1" ,PVC FROM HYPOCHLORITE PUMP F, 6 IEL. +7.83 3" DRAIN 0 T TWET WELL .1" PVC SCH 80 FROM NaOH PUMP 'T L GRATING HUB STAINER NOT TO SCALE IFIN, FL.... ...7� TIICONC. FILL —CONC. BASE IL. 4.5 TO IC.I. DRAIN WET WE L ITO WET)WELL TC.I. SHORT SWEEP SECTION 1 IELBOW 1" c SCALE: 1/4"=l' TYP ICAL GUTTER DRAIN IDETAIL II -1" UNION Ii Pvc BALL VALVE SCH 8 METERING 0 i(TYP.)PUMP TE NOTE 4 F I SE I1 VENT(TYP.) ',UNIT HEATER SCHEDULE NOT TO SCALE L)2 NaOH SSURE UNIT : KW FAN RPM CFM VOLTS AMPS BTUH RATING R EL.� 22.0 No. INCH W.C. HP INPUT OUTPUT 3/49" C W. 3/4" C.W.BBER---A 530- GAS 8" 11 1 .0 37,500 GH #1 115 50,000 55 GALLON DRUM TYPICAL GH #2 GAS 8 1 1 1/40 1050 530 115 1.0 50,000 37,500 1/2" DRAIN TO EMPTY EH #1 rm rp IOXIDATION & PH CONTROL DETAIL INTO GUTTER DRAIN IEH #2 ELECTRIC 3 240 10,240 EXPLOSIO NOT TO SCALE 15 GALLON ELECTRICAL,EH #3 HOT -WATER HEATER 1/2" DRAIN IIN OF EH— —2 LOCATIO 2'S SHOWN ON DRAWING M FLOOR STAND I—_�—�4 NOTES: 1. ELECTRIC UNIT HEATERS MUST BE EXPLOSION PROOF AND SUITABLE FOR CLASS 1,DIVISION 1, GROUP D HAZARDOUS LOCATION. ITDETAIL OF ELECTRIC 2. ALL HEATING UNITS WILL BE CONTROLLED BY AN INDIVIDUAL REMOTE THERMOSTAT. HOT WATER , HEATER NOTTO SCALE 3. FOR LOCATION OF EH-3 SEE SHEET M-2.I4. PROVIDE A WALL MOUNTED STAND FOR Na(OCL)2 AND NaOH ' METERING PUMPS. ,STAND MUST BE OF, FIBER GLASS CONSTRUCTION AND SHALL BE BOLTED TO THE WALL.IISTREET , PUMPING STATION DRAWN F�F.B. SCALE- DRAWING N6.- Town , . of Ba' rn sta b I e AM No.28438 DATE HEATI:NG, VENTILATION and PLUMBING itM,.%RTIN onsullfing epa ent , o W6 :rks' mn AS NOTED ,DESIGNED RAL & ftg D rt f Rub Ic VR ICHECKED BOSTON WEST HARTFORD I1> _T L C.I. SHO� Na(OCL)2 Ian ' DETAILS arns h u"setts' 'MAY , 1989- B a b] e ' , a s,ls a q ATr ED �SECTI ON S d -' 87-4 43 III----------- ------ ----I--.,-----__­_­1_11_____-___­__._11----------­­-_.__­­­_­------- �"Ill--�11----�,----"��--,-,.--�—,.--��-------�.-,�"-�-"------�-..�---�l-.-.�l-l�,-��---�,--,-,�-,��"--�-""�,-------.----�-.---,---"---.---,�----�----,��---------,----7---,-�--�-------------.— ___________________________ ----�-�,--�--�--�,—�--�,.---.,��------------, ,_ __________ -----,----",.----.-�----------�� - _ . . ____,. -__ --- _,_______- __ _________" -___,____________--------,-,----_ � I . I I ,� I �:, , I i . - 11 � I I � � I I I . I . I , 7,,, I I� . I � . - , , , , ,. � I I � , �, ,- : I � I I � I I I I : I i � I . . I I � I . I I I , I � I 11 I I I : ,� , I I_�_ I I I I -_ . I . I I I � �11 k I - - _____- . I I . �. I. 11 I I � I : I. I I -_ - - -_ - I I I � I I ,� � I I - . I 11 I � I I . . . I I . I I I .1 I . I I ­� I 1.I- I 1, I � I . � I . I I I I � . . I � I I 11 ��I ,�I t I�.,,, I i .I I . I I I I I - I I � �� , I , � I � I I i I I . . I I . I I I . � I. I � I�� 11 �!� 1 4" j I I I I . I I � I .1 I I,:,�-�, I I I � I � � I I I . I . ,� I I I I I I I I I A-11, -., I 'll . SYMBOL LIST I . � � ­.!�,­ ­, I . I I � I � 11 1. I I . I ,. - I ��,­ . . I . I � I �, I I I ­ I I ­ ­ — ­1. , . , .-, , . I I 'f11_1_­_­­ ;­­­1 . I —_ . I �_ , . ... %�% � ­ ­ . ­_ ­ 11 ­ I - � 4 � : � I . I , ',, I I , — � I ' ' I ,,, � , 11 .� I ; , � , I I , I I . 1, 1,� I . .11 I I I ' " ­ . , — � I I I "� DESCR I PT I ON � I I NOTES -, , ' ,� I . " � I , I I i - N I � � . I � I I "� I I I � % I r I I I I � I I I � � i I % I I ,I, , , I � I � � [ � SYV30L , ,-,IJESCRIPTION NGTES I - , -S I -11 i , ' , , ,:. Q I Sy 17BOL NOT I�I I I � I I � SYMBOL I , I DESCRIPT16 ." : - , I I I . I I I . - � I I � I I , . — - I I I i - � I I � I - � I � -n4e:I r-i J�X-ff,I412 4 �'WMWA,1�-,' . I I I I I ,�,, I 11 I I , F � T i , C-001 e--w� _� __� 11 I 11 � I . � I I I I � ­ . I pit4Tt, I - ,..,.,�, I _ . I I I - . ! �, I I I I I � I . I . "I I I ..",11... I 11,0""_1 I I " I I I �E LIGHTING FIXTURES I I � I I M2 019:9011W 4,0 � ....1� I I �1, I I I � 11 , I I � ' 1� I I EMERGENC I E - DC , 1 .� wrrH -N6 Afzc,I4- 1:zog . ...II I I � I . 11 I I 11 �. I . I � I I I � --- I 11 : I ; - � 1 *2 1 �I - I � I ,� I I I . . . I . . I I 61 L_t,"-_rf-I ClAct, e-4VU117. ]�--Xkl�_r F1541-1 ""s-10eig oy . li�� , I I e I ,I � ''I I � ,� I I I I I �, I � I I I . � I I I I I — . - I I � =_ L�ALL OR CEILING UPPER CASE LETTERS INDICATE FIXTURE 1�14D I ARROW HEAD INDIC FIT 6 I I ' I � I I I � I I I �0 - . S�1�� I I I �, I , I I�., 11 I I - . : I I HM C"e"..-ri 0 0 P0v4r,W- C­e-v- A012 11 I MOUNTED LIGHTING TYPE REFERENCE TO X ,EMERGENCY EATTERY UNIT I I I I � . . I I I � ,1� I . I � I I I I I I . 1 I � I I I. , I . I A�PLIANCE BRANCH CIRCUITRY TO 2OA-1P CIRCUIT I � I I � I - . rl � � I I I � I I I � !�, 1:1 FIXTURES . - OTED OTHERWISE)-- I I . 1 . I -Tr:;L.r-_1�1�4ot�r-, co, - I .1 I � , I I I SUBSCRIPT LOW-R C N CIRCUITRY CON . �f2A- 1-11 19 1 1 1. I I - I I - I I I I � I � I � � I I I I I I I I I I I � I � I � I I, 0 INDICATE SWITCF CONTROL ASSOC IAT I ONS I I : 1: 11 I 11 1 I - - � , I . � I I . I . . 11 - I . I I I I � I I I . 5flo* I Ir lo I�n. I I I ,_'� , � � I -," ; - I IN PANEL . . I Iq 1111?_14�-tlp 11 I � I­ I I - I , � '' 11 I I � I 1 4 � � I � I � I I : . I I � I I -5rre��Lo C-0012. , ­_� ! . I 1,"I I 1, � �. *111;r LIGHTING AND " / I ,I . I I 0 . APPLICATION OF ARROWSTHUS: I ' . I if I � . I. . - 4 APPLIANCE BRANCH CROSS MARK� INDICATED NUMBER NO. 12 . - I I 1 � I . . I , I "I 11 I � �, � I U I I I I I . I I I I / - 2!!�,,,, - I � I I . , � . � . 2 1 \,:�, CIRCUITRY CON- I WIRES IN S/4",C. PLUS GROUND. I I I P V4 P I . - — I . � � � I ,�I I 11 � I . I I I I I I � W I / Vqf2 i 1. I � �' � I I � . I I � I I I - . I I 96f,kal OeIL47 , I I � , ,� I ; . \\ I CEALED ABOVE GROUND 0E NOT SHOWN I I I � - � . I I 412�6,e,(4j�_6 W) "� 1 I "I .. , I . INDICATE' LI � � . soo'� 1 1 '. I I I , I 'I = I I . . .roe , .1 ,� - � I I � I I I I . I 12 - I I I I I DIR2CTIOi`4A'_LY ORIENTED LIGHTING � 4 . I . r_ I . I I I C,�2�Ci�?afg l0k ,1,;�Y 6,6,�eOAL, C�o4rpAi:� � I I � I I . FIXTURES I HOME RUNS ARE INDICATED THUS: I _�_� li I I I � � I I I I�,-(::� � . . 11 I '1� , " .. " I . �I I , I ' I I I I ,::�1�10_ f2a,rAtl L. *e� � "I I I 1 .1 I LIGHTING AND LL2 - 1, 3. 5 PLATE ­ . � � k�t, e_Lt�-rv_lc�,t,,,� r-_f()jP C,V4 01 I I I I- , ,, I I I I I I 1. � . '41�_N ,__�,W� � I � � � I. � � , I � I I ; , � I I I SHADING OF FIXTURES THUS: � \ N J . . — . � I I I P 1 WITA14 -rk�, A,?,r-,4, \ I � , I, I � 11 . 11 � I I 1, I � ­ I I I NW C--;4:5� � �, . . i �, I I I I - . I I I 11 I I ,� � I I 1716,CN15" I , � I I , 19 . ,= I � I I I I I � F:C- -1 � I I � ��- �k "LL2" DENOTES PANEL DESIGNATION, I I �, I . i_q__ e7akckl ft _201fAow� f5 -r �Awrl io 4 <0 %,,�, � 11" - ", , I I 1� I I 1 7 i 1. �� I . I I I � I �� I I , I � , "l, ', 5" DENOTES CIRCUIT NO.'S 1, I I if KAV., I I I I I I I I I I � I I . ; , . I I . -mv %,y- , , _: I . � I . INDIVIDUAL RUN 3, 5CONTAINING 20A. 1P. CB'S IN , � I FF-1 � LIGHT I I� 11 � I I I . I PPP- PkW + W6-r . , 6�,,Wjpit4& ",� �i I'll, � � I lr_�, ' C INDICATES FIXTURE ON EMERGE14CY I . 1� ,�, I 11 I I kv �� � AOC-41-nf.e,--r I " I -1 1, I I TURNINC DOWN SAID FANELBOARD . -rw��,- � I I I I � 1 . I I I - I . A40 �0�4Ae 61:::�P, 1 � I 11) - � I - 11 � I I � ��o LIGHTING FIXTU�C'S 1'1��CU�T I . � I I I I �a(._A, . . I I I I I I I � . � I I I � I FL I I- -,NN% I I I I 11 I � I I I ,� . . I 0, I . I � I - 11 . � - . I I CONDUIT RUI!S REQUIRING CIRCUIT I I � 1� -, I I . I , � ''I �, � I I I I � . I I HAN 2OA-1P WIRE : I EMERGENCY WIR!4G 2 RANCH AND - I . <0 1 1 1 1 1 �.� �-11- I . � I �. I � I I I � I I I . I I I � I I . ,� � 1. . I I . � I I . INDIVIDUAL RUN I . T )'-.F_-­� NO. 10 AWG. 11 GENERAL CIPCUITRY I . � I I Fum R VA,U LT I I . I I - � I . 11 � I EQUIPMENT . "I I SIZE GRE;JER THAN ,�/411 ARE NO.ED .1 � UNLESS NOTED OTHER-I � I I I I . . I I�I - ��­ 11 I.,_� , � lq I , I . I -"\\ � � - THUS- I I I WISE I I � , . � � - � I'I, � I [ � I I I , I - - _ I I � I I I I I . "I , I � I I I., I I� ,I - I � I . 1 I - I I �V I - - q____, - ­ -1. - I I I -- � . I I � . i � I . I _.: - __ I I , I _. I I :__r� ___,.� f . . ­ 1� I . I I'll, - I I I ., 1, � I I I I I I T . � I I I I � I I 11 I � I I I I I � WIRING DEVICES - RECEPTACLES . , '- I" 114 1 4 � I . TAG SYMBOLS ­; � I I -1 I I- : , � , 11, �� � � 11 � 11 I . I I I 50I,. 3P ' ' , I . I . I I I I �� . ,� I I � 7 . I i I ,��, I I � I I . . � 1 1 � . . � I 11 i I .� - . . I - I . . - I . � : I G12A-PE . . -*1 f -r 0 A,��-- /111� , I '_ .. I �: I I 1 4 NO. 4. 1 !'O. 8 GROUND I I � I r, e,� �,� C � 00, I I I .1� I I I I � I I I I I I I I I I . . . . I 1,� I � I I . I I 1 _ E 1/4"C I � I I - 1, I I I � I I 1_ I r WAI�q 1,4C -_ � I I ��� I WALL DUPLEX 15A/12 'L I I , . SECONDARY FEEDER ' � ' INFORMATION IS LISTED,IN THE, TAG I -_ - — �_ . p �A�12 1 1 1 1 . �"I I `�, I �- -I - -__-I. 11 ...­­­­ .1----1.­­111 I --I I -,I,-- _i� - ____I__1 11- 11.____­_. I I I SYMBOL THUS: I I I . , ,)j - I � . , - - IT�71 t III I ... = P I 1: , i � I - I . . I I I "� I I 11 I � I �j 7::�j t I 17_�7 T E_�:I) 'X- I C, . �00, . I I 1, 'r, - I . (�) . � "I I I 11 � I I I I , - -_ / 3 "k(9�e. - I'- '� I il � � " I 1, I I I I I I I I ,� . 1. I I ­1� ,,, I � , I I I I � I . T OLS , , 11 . I I I I �50.,0 I 0 _, � I : .", I � I � -1 I . I I - I . � , '' � I I I H I , � I I I I I I � - FEEDER DESIGNATI .. I 1�_ I �. I I �­ I � I I� . � I I ,� I I � I I , I � 11 I I (-T-�F) -4' E M P T Y C�of,J DU I T I I I I I I I �_' I I I; 1, I . I � I I q I I I . - ­ � ,- � I I ,, . I - � q I .1 .I . I � . . I � I I I I I I � ,� � 11 ,� � . . .1�11� '. , , :1: I I �J � , I OOR DUPLEX I . I 1� - I I NUMBER & SJ ZE OF , I Cotljc�UIT45 �=OR � I , I � , ,,, �,, 1, I � I : , I I FL I 19 I MOTOR COMPLET� INFORMA � I I I / / I 1, I I I I � . ,, i­ , ,I . . � � ,. � I I I I .CONDUIT* j , - -EPEP I " , ,I � I I � CONVENIENCE OUTLET , I I INO ION OF INDEXING t . I � I I . I ..."', . X� �' ",-, ,,,, , . , � � -1.1/ - , ­,.w 51:CUP-ITY FC - "A - 1 I , - - � I I I - - ,". �, - ey�� _(1 � � I '. �, , - I I INDICATES RECEPTACLE WITH EACH HALF /& I 11 I ,k" �A �� ­?"1, �- �.:,, ;. .. .1 1,v, % I e I I I . I I SYM . I I � I I I . ,-. i�.,.I ., : " " "i" , (TYPtC.AL 1=09-, 3), HA H Oc3r�rF6 11 I 1- :,_� � �. I ,I,�11 I I I ­ � I . SEPARATELY WIRED. (HALF CONSTANT � I I . . -1 I �. 11 I 11 I AN I . ,�,I' .I- 47. 0 1 1 1 ". , 111 . . -, , Qxriol,IAL � I � �11� ,__I ,"".1 I I ,I I '. � I I I I ,',. � .7 \ - I I I I I , . I I I I MECHANICAL EQUIPMENT . I I 1� 11 ��� - , I -> ,� I - . I I . I I I I � � �P, , I - I I I I I HALF SWITCH CONTROLLED) — -1 � I I I 1. � . APPLICABLE NOTE I E I iP ::�, E�) , (�) "" I5 �,, ,� I I � . � I I " � � 1,� � � , I I I . � I I � . "I � . I I - � I - I L � I �I � . I � � . I I / SUBSCRIPT COMPLETE !NFOR- I I I I . I .1 I I - NUMBER '& SIZE OF I�� 1� N I "It .. . 6tLJA9r-> _/1 I 11 I . 11 I �,, 11."I I I � - . I I . I � I I" � . % I I ­ I I �:f� ,�, I � I I I I I I F71 STARTER I INDICATES NEMA MATION FOR I I I 1 . I I I I I � , a j I AP-1-1C)�Zy I I I I '' ,�, I I I � � I _ . I � SUBSCRIPT LOWER CASE LETTERS . L,LNJ I I I I , I � � " ,I, , ��_- :� I I I 1� I � I� SIZE I .1 I I I . . I . I I I z� . 11 .�,�,I I- , � ., � I�I"I I I I INDICATE SW TROL, ASSOCIATIONS . I � INDICATED BY THE . � I 1 . I I I I I .. I -P, ­ I �"'L ­ � , I I I � I I I I I I -r -rL�-Miq C"94pul-F I .. ' " L'� , ', : :y I I I IT I "- :_ �� � 11 . � I . I . INDEXING SYMBOL I I I I � -CONDUIT SIZE INDICATED ALOt,,E 1, 1-4" caJOLI I FO I - '�_*' \ I � 0 _' ' I ; I . �, I I I I I I I � I 11 I DENOTES A SINGLE CONDUIT , . I I -TUr_-Wo;_lF_ co.16 �-eoaj #--,A, ��66>0c, F-�JCASEM50T I , ' : , ��­ ' L'� '� ,� : I - � 0 1 ,�,�� L ; I I I � � G OF SYMBOL THUS: � REFERENCE APPLIED , . -Q2 fE�L--gaAd?C) , � - - I I I , . � I��:� I - SHADIN I 10 TO ASSOCIATED - 11 I . 1 L16F_ I -r(f i o&-L pitif-06100.5 fv K I e.'I,r-e I �",,,� I � I ,. I � I� � " I . CONTROL CIRCUIT I I � . . I , (_�e,, ��&f4. I � I� �. "I I ­, I I I .� . . EQUIPMENT . I I I I I I � I I - I �� I ,� . I I . .1, I 0" ,� 0 — . I . I I I I .�11111­ I I 11,I 1, I �' ' I � I I � . - . � -_ ut:-&-n o 0 &-& GF-t&01� A.�pLjr_Tj3,&QK6 � I e 1�, ­ � 11­ � I I I�.�, -, " I I ' 1, - � I . I . I I I ' 'I 11 .11 � �11 1 9 1 1 t!;Lt I I I - � I�, I I � I 1� , SECONDARY INDI- 11 , 15 L:ISTED IN THE TAG" � �, � . I ­ __ - ­ I . -.11 I �Ir I I I I I z"�_.�� I .1�1 , I I I I I , IL I I 11� I � � rF"� I . I I . - — -- _, -::ff�,*�— — I _1�- I I . . �, I � , I I , � VWUALLY MOUNTED - SYMBOL THUS: � - i 77 7 IT 11 I 1 il 4 � I INDICATES R I Y�'NUAL MOTOR , I I III 7/777//f 71m:=(I = =i7/1`T`1/7­­/77 - C-00cREM E&-A,�'Et4ekr -1 . � I ,jF: , I . I "I 1-� �_,�, , ,,-�, � I I I I . � I� . OVERCURRENT AND/OR � . I � 1 I .. " I . , -V . , FUW7 \IAJ)L,-r . . 11 I , ''I I . ,� '11�� - I � STARTER (THERMAL , . I . L . . I ' . 0 �:v",.- I I­01:,�,_ - . � .. I I- .1� I �, I � � I - I - � "600" OR "250" "2- 113" "13+N" ETC. . -, I I I ''�r - I �, ­1 I, . I . OVERLOA M SWITCHING DEVICE - � � �, - I " � 1, I j L� . �11- , , I I 1, I . I I D SWITCH) � � INDICATES VOLT- INDICATES "2"' Pol 4- ?-A, �V�Z ,9�t,6t:::,-fF4&1,At, 1 -97 1`4 �� 6��N��i, 6�p_� �m 61, 1 �, - '' - e ,- , I . SHADING OF SYMBOL THUS: I !, I I I � ,'I . _E L- " 11 ­ I , r , rvc cot.Jqu i-r 01i , W_ I , ­ ­ . I - � , I i, , I - . I I I " I - I , : ­ I � I . I I I I - � I � 11 . "3" PM.� PL US � f r , , I 4, �, �. �� , I I I � I � . I I '. - ­1 � . � � I . I for_ Mt-��,� e-AzLE.6 �,&ftf ,�6,f, )L rt�e c:�qt4f i d U417104 '47F, Ft,e�vj?__, I I I 'I" �,2, � I.. 1. 11 ]� .r , -11 I I � WHICH DEVICE IS NEUTRAL, ETC. I I ' \ I � I . � ,7,�, , :'.", I" I . I . I I I I �,I 11-t I 11 D Ll - I I� I �,I I - ',. I , I I i' I I - I IF _- I — CONTROL PANEL STALLED BY OTHERS, I . ff_ljlfw�_ W,-_ I ,_ ____ . [2Agl`r &Al� _J ?�A,�.r�a I .1 � 1-11 I'll�", I I I I 1, , . rc P I WIRED BY ELECTRICAL CONTRACTOR . I I I TO'OPERATE I I I � � � , . � � I 11 . . I I I -- - Lwi(,- - � I � . I., I I "I'- I �-. I , � ­� 1�_�WWIA:11 P . . , � "I I � . � I � I �11, I I . ­L 'i"111 I NDIC I . I I I — I- I I I- " , I 1, I I I I I I I . I . � I � I I , I (.0"j)[irr � - I I I . I . ' ' I �� �, I � . I � I � ' 1,� . . N . � I . I � I . --�f trAc%F-12(VP! I I � ��`L�'_-"' ' I I � . f � I � 1 � I I I. . -__._1­__.1____.,_­ -­­­­_­-- '- ­­ I-------­­ ­­­ L­­1­-­­_­r1­ I I I I I � . I �"�r� I I I . I . � � � I 111 I . � � : 11� � 1'� 'i 11 I 1, I � I I ­ -_ I I I I 1­ ; ; � � � I . . ,� �-- I I I I . � I P�� 6,&-�,r_ Pl_A6T1(_ I I 11 ­ L',I I'll I !:�, I I I I �, . "GFI" DE140TES GROUND FAULT � DISTRIBUTION EQUIPMENT I I I I I 1� .­ "I I � I 1� I I I I I I ; I � 1, � . � � I . 11 INTERRUPTING TYPE RECEPTACLE . - I I I � I I 1 . I I I ".1 . , :. � I I . . . I - 6 Ulf I(94 �p-�P SP,A,eZr_(t-�P) . I �� . 1, 1� � � ,�,"I �, , , . 1. I I I I � . I � I I . "U". INDICATES THAT ' . I -i -1-41 1 1 � I � � I I � I I ��y I� . ��, I I I I I I I DEVICE SIZE 'IN, - I . . ., I '. �I I �V, I I 1 . I � � ­,,I I I I I . - - AMPERES NO OVERCUR$ENT , ­ I I � 1 I I I - 1 . � SURFACE MOUNTED I . I . . � , I 1�,_� � 1; 1. " I � � I I 1, . L I - � I ''I -�I- 1� 11,':1�,�,- "1 1 . �_ I . � � I . � PANEL � r . I � . I . I I . I "I I I 11 I . , , , �:,��I I I .I . . I I I I - I . I I . � :1 I 11, , -11 11 ;,�,I I A SUBSCRIPT UPPER CASE LETTERS DENOTE . QUIRED--NUMBER . -� DET4, I L_ — E- La CTR I C I .) 1 . ,1 1`_I'e, __�' 1� I . - - I I I � I I S 17F. - PLA,,tt .6-..L I I ", ,11 % WALL SPECIAL . . I . I I I I � "I- � � ", . ��, 11 � . I .1 � -1, e 1 I � I RECEPTACLE TYPE AS LISTED IN � �I I I � - � . . I I . I I INDICATES SIZE (IN . I I I I ; I �', 1, " �I�:I�.�: "I, I �, � � I � � I , I I � �k� I�1� 1'�":'' ,�: I: I . I . , I. I 1 2 RECEPTACLE SCHEDULE OF NON-STANDARD RECEPTACLES .FLUSH MOUNTED I . I 11 I . I � . I � �11 I" ­ � ,,- I I I � . I � . I - � I I . I , r. :�:IL, - - I I � I I . _ , , �1 . lo � � -1= PANEL � I I I I I CURRENT PROTE CTION . I I ­ ":�11 11 �. � "I 11 Iq I - I I I . I IL ,� I I I I I I I I I ,I r . ., . I ,,,� I I I " � ,, I I � I I �, �s� r ,. . I i I, � I I - I I 11 I I REQUIRED . I I ; .1 I I . I I .1 . I . I I " I I 1'1'n 1, I � , I I . I , � I � ., I . I� ; ;�� >1 1 1 11 1. � I - I I I I .. I --_­ - -_ 1­- � I I .- I . I , 'k I- I . I ­ FLOOR SPECIAL . � ! , , I I i I .1 ---.- I - I �, I I -1 - 11 11 I - � I I 0% , . I I I I I I %, .,I I . L I I 11 - - I I I I' ll I, I I . - I I I I ­ INDIVI DUALLY MOUNTED OVERCURRENT AND I . I . � I I �� I �I I I I 1,I % ��, - I, "I ,,,,� �,� I - 11 ,� 1 �_ -:­ I ,� - �' 1 ,<::7 1 1 � I. , . 11- ­ I .1 11 I ,­_. ---- ,�, 7�;,111:1,1­­ 11 _ '' � .- , , , � � I I I � , ,, , �, I I ,, , I - :­ " - I , . , �',',I-�:�:,­�- '_ - � , _'��- -, I I I I � 11'' I I ,, r',,,_, ,_ ,I � � �,,,�, ,,, I I I � I, I I ,1 ­ ' , " I � , � I I � � I . -1 RECEPTACLE fTfl TRANSFORMER NUMERAL INDICATES KVA RATING . . �, � � I SWITCNING DEVICE I I-.,.,-�7 ­­­ � : , I , I I ,� " I� I . . 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I I I , ,I­', I I - 11" I I I I I 44IRING DEVICES - SWITCHES. ' . I I I I 1 � I 1, � . _�I ­. 11 I I I . I I I 11 I � . I I "'s-"� ,� - �I : � �: � I �t 1, - I 1". 1 ,: 11 I . I I � � I ;�� 1�� - I I L �� , , � � I INDICATING FLUSH MOUNTING 1 � � . �� � � � ­ I I I , - I 1, ." -1 I . I. I ,�,�; I . I � �', I , I � �4� � I I I I . I 11 I- I � I ,:, ,, , ",� :­1111 _ 1.11� I ­ I I I I I . � .1 I I _. � �, I 'll � 11 I � I I ," Secondary cond I I I ;1. � I . I I , �­­ �i 11 I ­_ I � . .__j I I � F - I I . 11 , I I . I I I �, ;­ I uit area , I � , I I I I 'I:- �., � I � � I I I r t I � ` 811 r, I � I 1. I 1� I � I I I � I I _�:­ 11 � ��, �,­� �,,� ­ �, � "� 11� � I 11 I I - , I � � " I I . _ I � to , '', � � 11 , I I ""; I I I L I " '_�I�,�, ,-4 ` I I ' 'I'll I 11 I� " - I - � I 11 S 41-611 . I I I I I � - I I " I I � � L"I ,% I�,­ , ,,�.'_�,�_;" L�. I I AUTOMATIC TRANSF,ER I � � I I I � � �" I I � I I I I ­� I I , I I - � . 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MANHOLE COVER ' ' / � I I ;�_� � � "I "" �,",, ,; i�r . I I " I I I I . 0 . , - I i I I - � _ " , ,,��_. r: I I -- ,�, I I � � I . . . L � - - - , , , I . ,� I I . I , , ,;, I ­1 �� r � I I � . I . � . I I CASE LET I I I 00 _111 L - � : I ,� - ,� 11,1, I I I I I I CASE LETTERS t "... - I . I � � - , I I . I . I � � I I . I I A 0 , , � I 1, - , ,� �' 11 1, I I � 1'��",_,�i"' �,: � 1 , I I - L L _. . I -1 . I AND FRAME � , I . I I 1 I _ '. I � I � I . I - I . 1, I I - I I ,_ -_ : �� r�,�,4. . ­� C I,�, , �,�,, � I L "I INDICATE SWITCH I ES IS . EQUIPMENT . I I I 11 . I � . . I I I I . I I � I � I . X I . I .�; - - ,�� - �1.1 'I, : �'_�."._," 11 1, .I I I I . D/OR COMPLETE INFORMATION FOR DEvIC . I L I I � , ,, � I �,,­ I � � I i � � I � I . � 1, , , I � I DOUBLE POLE SWITCH CONTROL I SWITCHING DEVICE IrDICATED BY APPLICATION OF TAG I . 6 - I � . I I i — . , I I . I ej " 1; 1,�� ! � ,I . ��'�-"-,:,� I . I - I I I I , "I 1�, � . 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I :,I,, r r , I",- _ r�,,� � . ,� 1 , I I r � , 1,_!","A',�,�"',�,", . ,��� I ",�-,.", '��, , -,r,; ,4 � I I r I , ce,l?-f,&.:I� --"-(m go�6 ,�l4A4� ­� f==_*- -- I REE -PHASE PAD MOUNTED.', - I � I , , I I I . I I krqe ,�,�May . wST �' � 'r I I r I I r I I ; - - I � I I �, r . � -�,', :, " � I - I � 1, r I �I ��_ .I I r I .� I . I - -- V i� . � � � � I',' ��,� , r , ,r � I I i 90 �01- kppf�*rz r-,�f_:��4�oer-, I IJ <�I� PgAwlw � ;1 Z) I - � I , , � r,'� � 4,';", I I�, I I I I .� 11 I 1. � _ r . I I I I I . I . I I I i.l I rr I 11 I -1 L_'�L. � _�,_, ��,I I I ". . . . . --- I I :::- I � I I � � NOTES: TRANSFORMERS 501KVA-1 I � - I 11 I � 11 ­ I _ ,�. ,," I I FREE STANDING JUNC- 4 e,,'Ni�,�-5 N"-, 00T N(::�,Vqe, -ro kipmrr I . I . I ­9 OOOKVA . I I., I I ;1 I I � �� � " I r I I '� I . � I — I Ir 11 - I I I �'' �_�',,, , r � I . I I I , I � � - ' 'I . � � I .�_q � " :r". I . �, ,�, -, '. I I 11, : I I I � 5Z . 11 i --- GROUNDING - , �, ,� �' ­� . � I ,�, � I� r I I " 1_-f�] Tl I I . I I � r 1. r��' I _�I " , I, � - - -- � ate strength of 3000 ,PSI after 28 days and ,to,be ,- �', � �, � . . S TEEL I I I I I I . Concrete to have an ultim � I ,�, L r , .. I I r 11 , r� 1, % I I TIONK -1,0 ef�- M r I I I i .# , � Ir. �_ _,,�,,,r , . . N 1&Tf1:1?_?V19;_r& A96, !�-rqf, f,1JC--t&f . - -�� r lr� � I I I I I � r I 1, BUSHING !1.... � � I '��,�� 11. ,�'r� , r, " r . r I . ' ' I �� ' � 'I" , . - � � I I � ! I A- I I I , 1gr . .W .0,I - ,_� I a. . I CONDU I T A 5 vibrator conso I i dated. � I r I— 1-. I "I I ..r �_"�'i . : , , I � FROM FLCOR , ?10 !:� � ._ I �, r,��,, ," (�, 115ifq I:�,*k�16a> �0?_ -fdis zr-,A�ao - ' � ­�`�,�-,�,,�.l, , ' I I � . _��' : I . r - : .. � . . 'r - — I ­ �. � I � � A ­ - ­: W,�, , � , ,� � � I I ; . � r I .1 I 1 2. All reinforcing rods are to be -� �_'4 1 1 ,.r � ,, r 'T I I I I I � 09. _ 1:1 - - placed 3" from the top and bot aces I ,�1, � I 1 6 . I , . 11 �1. I I I I 1 -TJ6 --,,�,e2 PC- -r -r . R EQV Mo. , I L , I I � r , or- Y,�p�K_ i, "I b 11 MIN 0 9_;, � � 'r , I , o w Di� 0 t4v . 0.�.*11 I,- . 0 ,r,_-0 1, ,r , r, _­ I , , �, ", V I I- r ,; -1� I , ,�, "­ -, 9 I ­1 . � � �, ,. ,�", � � ''I ­ I I �I'� . i—1 � r - , 6�,o%O,e$ " must be deformed type intermediate grade niw billet stock.- . r I �, -, 11 �, r ,1 I , z I I r r . .1 I I , " 11 - - I 1� . I � r I I � . I 0 PgAWI1464- 0fWIF,r2 14� 1*, ­�,­f-1`46a, I � 02. 'D-,It'. .uM.--;- SEE SITF_ , * , ,. ,� I -,��, "I 1 . r __ , "�'r � � r W-0 I I r I � � .�� I I i r ,�", 11 E33M WIRING TROUGH I � L I � . . 3. ! A steel trowelled finish shall be giveh "to all exposed conc , 7 1 1, r�� I ,�r,,,",,�1,r r" I �. .1 I r . r6s I - *j r, . I - �:,� " � . i I : I � \_ -PLAN ' I I I I ­�'I r ;, � ; L :',,r 11 I I �Ir . i I - I I ,� � I � , . I � I , 1� � I �I�11 I'. I r CRUSHED STONE r 1.11 � . . the pa d 'surface. L 1�1 ' r, ���: ­::� ,r­ . , I 1, � 1 . ­ � � � . -! � '. � .'' I .- cewoaid(atdc, I �'; ', r ,� 1 ..� 1. I 11 ! � � I r .� I I ,r , , , _ I �11� � r I I r I " I I'll � I I . i . . 1, E$M�4p 11 11 ' , - I j I I _ T ' - � I - 1. � _Wl( � 1 5. When installin copper-wel,d ground rod;-' a heav : r� ' I�` � ,�'� �, I 11 I �I I � I I r . r I 'Ift ' 'r -r , I I -11 �lda,70,a"F_ &10.a-*LE 2 � r r r y duty ,. �� 1, �, �_ " 11 , . . I �, I I I I r ­1 ,�I �� � '' , I I t � I r. I t 9 ' r,�� I I I �� _���I Tlv' jr, I - , rlf� ', ,�­ , I I I 11 I I I � I I . . round clamp (Burndy ) and a 101 'riength of #2 bare copper "�'� `� �! 'r, :1 Q':I 1% 1, � i mr� I I : � -Co�'WF.4�-11(7Q -' I - r .11, - I I i : L 1, �1� I _j I I � r I I �, I c- i �r . r, 'r " I I I I I r j "; I PULL BOX I � � . . . I I SECTI�ON ''-- I I 1 7 strand wire must u Ied by �,,the developer- -­ � � I '' ��,�,�,',,, ' 'I �, I I".1.'i I ��, � , I � � - ---I .__­ I 1 ­-6/411"ap-0111 � I r I I . *6' The developermust -r C - ­`: ,I - � ,� 1� , ��, '_ 11 ­11 I � - . I 11 I I r -I- L �G1,1D.ROD, , , , I I � contact for s)ot::,dimensions :and 'the 16 a * , -',-r � r," , '� r,,, �� .� � � , 1 � I I r � I , , I t i ons...', �� 1 � , I �� r I � I ,�,� I r' :, � - -1� I I I . 2 I r I I,I, , . I , . I . I � of a] I conduits �prior to � . r� 1 .1 I ; -I I .� I �': _�,, I I � I 1 - I I � I I I forming., , , � I I _: ''" , � � I'- ,� �, I I r __ __ 11 1 (9 1 r I I I r . , � �� I'.,r�� . I " , , . __ I , , L ., . r . r r � 1 � :r,, , ­'­. , - I , I ,':r' ' ; 'r. I I I r . I I I - - 1, '.1 all be d ' * ' � I : �i I I 1. � r'� I � I I I � r' 'r one in accordance with the , I e �7� , .. � 1. - - . , I - � - ­'L,,�� r �', - � � I �� . " I � . I � "': -, ,jj,l" L I I � - I - - � �_ ".L I �, r e , , ,11 I ." I � I 7 � ,4" 1 - r I I : , " I I I I '' I � � . , TYPICAL HANDHOLE DETAIL , o rgroun�d Res id'entia I DiS tributi ��, � __�`, , I r �, I , k r I on system� , _1, I r . I I � ,1 I : I , - �I . I .1 I � � I .11 . . I ,I I I 1� ,:e � 4_4� 1- 1- I- �, . I I � . I 1 . , ,_ 11 I ' I I I . I � r � 'I, ' Specificati �, . I . I x 1- ­1 I .I "I, �� I','�I �r , ­1 I . I I . � I I I I �, , ­ - I I I �, I . . I � I r NO SCALE I I I .. I r - 11 r I I j., I r I Ir Ir I I I . ::�,, :,-, I r; �,�­ ,L, r . � � � . r -, � I ­ I ".I .. . I I I ' ' .1 1� r � , , , , I . . - I .� � -4��� " ''I r 11-111 1, � ,�,,; �,� 11 '1 � I ,", -���,�:� r , �_� ­� I'll .­ , I r : � I . � - r I I I - I 1- ­­_ 1-1._ - r 1. _ - 1 .11, I ,, I r, I I - I - -_ ­ �:i I ,r �: I , -,,, ­, I r L I ­ ,.,r . r - r , "" . �,`,' , , I . - . r �1. I _�. _� ­ 1� � I r � , I . i ".� - � I . r I I Ir ; I I I I I �. r . ,� I z r ­��,,`,��,,`I, � ,. � I " � I I ' ' , � ­� ,",'­�, � r r . I . .... :'ie . I r �, " ! �� I . r I ,I_—A � ..�-_, .�,r-— .1-—_—�I_— —�,­_tL ''L-1�._�'_ � r I -o,, 'I', " I - I � . r . . r � *. - r r CON' RF—TE — P D DETAOL � I ''I 1 '�11 I �:_ �; '_ 11 r — �� I r I Ir , I � . I ­ I I , � 1,11 _� ",, , 1�, r I I r � � 11 1, I I . I � I I I ''rr, , e r � I . I ; I I I r I . r � 11 I . I r - I . 11 I - � I ­ 11 - _,,,�, I I I �, ,-,r,,,".'r I I I , . � I "I � I I', � �_ I I I . I I I 1. I I — � il � � I . I I � I . I�_ ; - �, I I 1� r 1, I I �!,"�r " `!`�' � ' " �, 11 � . 11-1 I . r SCALE ' I I I . I � I . . . . 11 , I�`,�'�":,., "Ir� . ", ,:. � I � � I � I , ,I , � 111:­ ;, I 11 I jl,� OF 4 I, DRAWING,* I , ­, r, r , I I I I- � I ; ��rl­,_ I - I I I DRAWN __i4'� r 11 I � - II . �� . .� , .1 I � 1. , 11 -I I - - 10� I I IL. I � 11 � .� I 11 � � ,� 11 I r I - , I � r, NONE I V _, 4 Town of Barnstable SOUTH STREET PUMPING — STATION 11 � �,� � : ' I ,. ,; - � I '­`_1_, �� L I I �r , � . %;) WILLIAM e- ' I � _2 . � � I I � r I I . "­ �� `�,,?��,,��11 r ,_1� ; � 11 � . I CP I r � I r I I 11 11 k r' ", I 11 — DESIGNED .V �A. I".4 Hbydein I w,wemgman - I I ., � " llr�r_�', -: r r I 11 �L . ­r . .� c � r, . . ­:� 1,1'r �.�:� . I I , 11 I � I . I a WRTIN .ns..n� 0 1 � I �, I�,� ,a,���, - - I : � .1, 1 Q CA Engineers r - ., , ,ra , �"_ - �,,, � ' I I I - r I Department f Public Works ELECTRICAL .1 , r I r �_'11 '�`;,,�,;, �� _I I I I I No.28438 41111111111 I , , ��!­�.,)7­ : 11 r r I I . I 11 �,� r - "I '�'k ,(\"r 10 - I � 1:1, j,,r r�, , "� 1 I I I I 'J"I"O, DATE 1) 1 1 � �. i;", ,)�-, .� I I I CHECKED'- < - 11 L I r I �,�, ,�, , ­1 ,­ � I . I ;E � , ­ I I r r . I r r � cis V. r I r r � � . r , I 1. � � . Sy I I ,:, ,� ,�­'­­ � I �, I � I - . 11 I ; . I I � I I �� ,�­ I - �", I I � I - I r . N . L , � I.- -� , I I I I i I � - . i(GIN . . SITE PLAN IVIBOLS AND DETAILS . I , ,]_�,-- r,L I 11 I I I � I., r I I I �r�r�� r -- I" ­ I . I r � - I 1,��, , . � _ I - - ,,-­'�Ir r- �, 1­� � , , I I - I I I 1� 7 " ! 11 Z�//�,'�_�IFi�' � , I I , ,_ .1 I 0 I E I �__ 8 1 t I T :t_._�r I 7 /r, y^11%, , ­ 7-- . \ I / / ::H I I I I I I I A1j1j , " _1� -- I I , . MAY, 1989 �N'l � V Barnstable , Massachusetts � �'­ , r . ROVED �� ,,,,,.�, " N 11, I I � I -,,,,,r 1�r , I I I , ,� I I � _11��, I � _ ", r . . i r I I I I'�.. � LN091 DATE I REVISION � . ,_' �,. �el'lk," . � ­6 — � . I . I", " 1� I ' ��, '_ ,r,,. , .�r � - � I I . � ' ` ­ :�,' . � I 1, ;� rr ' I .. � 111111111111111111111i __ -_1111111111111 __ - . I . I I r 11 87443, - ,, ­ r�"-�-,I., r� � -_ I I I I I - - I I I I I . - . I . --_ I I . I I I r r , -1 I I - � I . I I � j . . I I " I I � r . Ir:;� . I 1 .� ,�r r I 11" I I I . I I . I . - � I - I r I - _,�, L�_1,-_., r I � I I � I . . I I r I I � ;� ��' I� I I I 1, I I I I � I I � I ", r , � I ,I . I � I I I I I I I I r I ;1' " . I I I . � � . I �. � ,� � r. , I ,�, I . I � I , � - I I I r � . I I I � .1. I . - k � .1 . . I ". 11 I � � : I � C I �!, r',', .- 11 � 1 I -, I I I I I r I I I I � . .�, I I I � r , I � . I �r'. ­ ----I'll ''-­­- I I I 1-1 I I . I - __ I I, � I ­_ � -1-11 � I � I I I � , ­1­__- ______------___­__­­_______­�__­-.-.-�-------___-_­_­____ ­,I-'---------1-1-r­­-­­----­­r'-1-___r,' I , .- . I . , I 1. - ­ I __ 11___ __ I - __- r-I I I� I - I I- I I - I- - -__ ­1_1­I-___..____.1___­ __�, I I----. .,- � I I ­11­ I ­--­­-----_--Ir---� -�--.r.---��l-l-'----l-II.----l-r�ll-r'r-"- I ­1 ­ I I - I 1__ 1� ,�� ­ 1, ­------- _1� ­ - - 11 ­­­1-1-1-'1r'­1`-­-­�1­__ ­11------I­­ I I -1 __ I _1 I � - - - -1-1 11_­_­_1 I----.---­­-­ ­­­11---Ir--.---r----------------­­­ __-:_L-­-1-1-I- -�- �I--.r-­------ -1-11-I I-­­______.__________ - -�� �-- - I - - -1 -­�,, .-­r r ­-­­ I I� . I � 11 I 11 ­ � I � � r __r", ----------- ------------ ------- r-ly-r0ple. _ryP5 W1 FPO vq a 12- L Vik n mc- ei�ocv_ F7LjGL WX FOZ S"fZk'TY COt4r9DL F)%,0r_h-. (Typi ckL-) r1c,0 maT -TizoL atJTF 1 -2 op-co0 -4 rolz 01.JF-LKJF-PIAGIZXH AYL? �bco EPLI L_E5 [-?A-Z-I E)r_F_ P 9-A-W I W(m F--3 v -1A-V F)J LL'95o/ XV41 '01 0� 00 PA- 9 POW a-1Z 0 - - gq>'A LU�_';M14&L 0 X F L PA-Z I 03 -To H4.01 F_4 4 6 EIP 0�1 EsJPMAD— r SICT'ro 6LP61 T -ro coOTrz& Room 4?;Ir-1 ely,('2LIOS101`3 peloolr_' 12. IT T L91\4 _r eL-E��-TIZOL)E _ j 61m PLAt4 eLE(- N L I -L, x PuLL Wi F-E, Lj _ro E) CCU( P-E.-rE Pz�_D 6-� (.tDJu_.4t-L eo r01Z LF#- XF A P. Ll 1 12J #42 GF1_ F LJ M R 9 0C)�A f x? 3c),&--3P 6P-r-6PF-L, L TO -7 rro Iola IJOF- PIA�. W r-P I uz% 5r_RUae;S1Z jZ00m L PA.- X'W mcc_Qm/4t>o Pi 5-r.6E(mod) eA-+ Cl P-4U rr 0 4 xP 7o LF#­3 SOIL-3 V r wF'0 t C044ee' 3 1 1 -To FA 'rj::�kA ?ell 4*6, 1 15 60P. xf. lyz __j -rHF- clao let)I t�A,�VV-, xe- AIR ' (EA 5C RuseeR NOTE: )(P -A v XP 1 . MOUNTING HEIGHT IS FROM FINISH FLOOR (j To McC TO BOTTOM OF FIXTURE. METERNG RUN/, 2. FOR ALL ELECTRICAL EQUIPMENT LAYOUT PA,- 5 AND MOUNTING. ELECTRICAL CONTRACTOR C U L 4,T i NG P P. SHALL COORDINATE WITH OTHER TRADES f2a Vq i-rc- TO AVOID ANY CONFLICTS. X 3. FOR ALL ELECTRICAL EQUIPMENT EXACT LOCATION, ELECTRICAL CONTRACTOR SHALL- 6�4 V� 002.4 COORDINATE WITH THE OWNER AND ARCH. DRAWINGS IN 4 . PROVIDE ALL NECESSARY CONTROL WIRING 2" CONDUIT FROM THE "MCC" TO THE CONTROL PANELS. AS RECOMMENDED BY PUMP MANUFACTURERS. WET WF_LL ' 5a 0ETF_W_M1W1=_0' N TH E , U�fo 1�1 4- xP f:r)�Isd PwL' WP I+ 5o,& 4 Po�E I o W x P LPA- 2 x P FW2, �,q;Z (D vp lip F iT PIT xf, Yq 4- ez90 C I g�' U P Tu o-r P PIC A rppa /14 U\ V\/F-T WELL NO. J.— rT 71 16- L PA r-,x ept4 XF C-A go Orl 01 ?F-00 r".1 L�IAZs T_ 9 1 T_ 'o: 10 WMT AF_L� N 0%.�.Z— LFIA-6 JT_ 0,141t 10(2 /011 /6 UP XF ar� V 5...m 1100"bC m FO \N f DRAWING N SCALE DRAWN OF Town of Barnstable SOUTH STREET PUMPING , STATION N O.NE W1111AM Hayden Wegman Engineers .0 POWER AND LIGHTING PLAN DATE 2 DESIGNED A. consulting Department of Public Works ELECTRICAL CHECKED BOSTON WEST HARTFORD At Barnstable , Massachusetts MAY,1989 APPROVED 711117 Zv 77 'Zi '��xw ATE REVISION 87443, .x, .......... cS IzD Fr 0 MuP-LOLAI-W6 U0#2 3a boo ;+N 30 lam? �4-ClIeCWAfl C-4 9 e 1 �>21 coo;a1z 0 O -3 x pXP ;i�y 4EAiw-)Sa- CIO -f ow..,-ro p- 4 6 e ii A5 I IJ r-,-r v-V LI2 15 1 Fw, pf,-rm t. M s -ram 2-411 4-rw 6C �4 61 AV c, �eef(OtA OVI (OM >— aw 4 Til- PUM12-41 *1z PLImp *3 "Oar LE t:�mcu ak4 COUTF- -k PA 6J, W1600A m oLLr- caJTp-oLLm �f cd TPO I-LF-F-4 3 "Vr-L-111 V F:4---3 II CC co • M,cl. 77-� f I 100A r, w e&m +20 �,,t3 V, O -( G0TO T PI 91 cfel�fw 07 y KIP Y,p ova! G m 6,0 y 60 L-4 r y L wr- 000 A, M�A J�:T eZ- Ted O AD j ijsTAzLE� e7 4 Z-77/4LI-50\1 �1� 12 14,6pi 9 e,- c.�4 5 L.J� (-T�pic,%-L rop- 1) -ro m N-rl c. L BOOA A10 7 F, -7 FLI V v rl_ z I OOOA, MAIN BU':��— 041 60A ?0A P 115 1,112 .1 1 11.5 H? T 1 - 3/c IN 2 CONDUIT F-XTE�JD 17-1 -ro THE BUILDIW(� J LFA, 210/Z05v, w WITH I tO A,-Y CON 0 L) I ot��, 2- 5/4 �1141 HA-IQ C-1 9(-LJ IT 42 (2-)Z-0 2? (i A I �/D FE/-JR&UL6;TIk11. F-Ee-i I-e-tJ Lxn Ot:; Uec:Ml c, O � 1�.1 MT 2 la 5 �,. ,2�3 (24)zo- I? O � O SCALE DRAWING No.. OF DRAWN ti . Town of Barnsta ble SOUTH STREET PUMPING STATION NONE. WILLIAM A. DESIGNED MARTIN Havden Wegman Consulting En sneers D.e p a rt m e n t o f Public , Works ELECTRICAL No*z84,38 . : DATE E 3 ' MUM, BOSTON WEST HARTFORD SINGLE LINE DIAGRAM t NAIL. MAY, 1989 . Barnstable , Massach u s et t s T 6 Oro [;-+-�N r 6 0 Xp -Y, L A 14Y JA PROVED No. DATE REVISION 87443 ­­1­11­­11-11 1__­_1_­­­­7_,.____,____­___­,�­­­­­�_­­ ­----------­­--------�---------------,---�-�--,-------�-,-,.-�-",-�,.-��-,-.""��,--",,-�,---,��-,--,-,-.--�� ......___._,__,_.,__------____­�------ - --­- ­­­ ---------., ­­----- ---- -- ----,--------,------ , - -,---- ­ ----�-------­­-,--------.---"-"-----,--,---,—,�-,-�---------�-----�--------'----7---------"----���...�,,�,--�-,.,--,.-�,�,�-.-.--�--"---"-�----�",----.-"-"-�,�-,��-"�-",-----�--�--------.-,---,--�-��---"�-.---,�.,-.,-"-,--,-,�,-�,--",--___------______ -,­­_'­­--­,­-��,�.--,-�..-�,----"---,-,.---.---,- - �- -, - ­­­, ­-­­­----­­ - - --- ­­ 11_1�_._ I "I'll,--.,-�--�.-�,----.-,..,.,----�",�I"I I—-­1.­_,__'_�-__,­_____­_­,"_,___­­ __1 ­1_­­__­1- 11­­­­­­ I . ; ,�i�I. 1-1-11 ­­_­­�------ ­- .- , -,�1- .� ­... , . , . I- I 1, . I . . ,�,�,� I I 1:, 11�.. I lz�,,� 11 I I I"I ,.11 ," I �I ,��I I � . 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I I 11 "I � � � � I 1 114� '� ITEM - DESIGNATION 11 __ ' WORK - I . I e 11, 11 � ' '.L I I I I- 'k I I , - '' ,,, 0- I I I I :��,�;. I I I I I 11 1, ��, I � . - - -Hou"-ru r7ell 516 0 - 15EOE,� -1��4L A-11 . I I - .� __ - � I � � I I I � I ,� ­1 I ! I �, I � " I 11 I I ­ L z�, --- I I I I r I 1, I I KW KVA HP AMPS VOLTS PHASE WIRE REQUIRED I I � 11, I ' � I +­ .r NT PROTECTION - I I I I I , ,�. I .., I � �, -11 I I I CKT - I I I I'-" , � Ij 5TRIR OVERCURRE ' , I � . - ! . I I I 1­ � I � 1- 11 t) I I i I NAMEPLATE 1�,,_ � I '' RP .L I I I I I I I - 11 : ,� z '', I I I I ____________� � NOL I I � � � , 1, � - POL q.� REMARKS 1 , I I I 11 .1 "I ''I ­ 11 . I I i : I I I I ­ 11 . . - . 11 ____ I ISIZE SIZE ,� I FRAME I ES -�. - I - - , " �; _; L " : , I 41 I .- - -T4- F;pp. 1291 eodTw� f7A0,i_ I.5 , - � I . I "I " I � . I I .1. r I . ! I & I I W 1 . � � I I I ;� I � � . 11 I I I .�, I I . � I , 11 11 I . � -_- . I � I I � . - - I ILI I � I I � 1, � I � . I � . - 1 '3 34 � -S � I . -"gx s:' .- I - _­Z�� - -1 I 11 , r � ­11 I 1,-, I I I : ?- 0(�)o I �' , I � � I 11 I - I I I 11 r I I I .1 I Ir � , ' ' 1, 11 I � , ' ': � 11 I I I I I 1 , 5 I � I I i� " ZO I _­ �11'11 . I I I 001-T � ­1 I I - L � ?_ 100 I I I . - � " il - I � I � ' I H E NOTES � I � . I I I I I T,?, a V_ ,0HPr.0,e,!;0W_ � � � I I I I I I'�,"I %,� I I �, I I I—L . I . 4 . I I I I .I I I I I �'.I 1 . I � I I — — — ,N I I . � I ­ . I � I I 11 �, I :*: -1 ' ': " 1, I I I �� I I . I I I I ,, I 1 15 gzw4-rr_v�. PA,�I:-:;,I.- 1,5' - - - - I Z,a I L . 0 � 11 11. I I .1 I - , I � I � � I I I ' . I I 11 I � I I I � .2. I . .,;� o�, _t� I � I I I -_ (Do � 11 I � ;, �,i � I . I - I I ; � � I I � I I I � ­�c ,'I . THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL, I . i 2 6,W"PEPI , � - I I � I I I I I � I 'll ':�, 2.� 4.5 1 � ZO I 0 0 ,5 "I I & �" 4�W y -?I � . I 1. I , _�,�­. ,. ill :1 I � � 11 � -_ � � � I � � -1 , I 1 . - I ­11 I � . " . I I . I I I I CR p IF-Iz. I ' ': I �,,i ,I _7 I � - , 1 I �L I I 1, I", "Al".""', - , S COMPLETE WITH MOU S TO � I I -------- I ,::;0q1-" - - a6 1 2 � I' ll , L ." 11 . 111 I � i, , I ,1_ � I I I 1.5 _. I I "i ­1 I I � I I 1, I I I I 91 ., I I- PA,N64. I I I " 1, , I � Izo . � I _. I . - I � � 1":;,t _� I ' ' i � i". ,I" I � 1 : I 11 1. �, 11 . I I , 11 '100 11 � I I " I - --- . , I I I _11i I"', -,� I - "I ­ � I I . � I I � I i, I 13 Ar- 600CF-f-6170121 I ­. ­ I �j -3 0,61 1 . I 1 3 Z.5::�1>4 r-ap- I 000 I I �`� ' � I I ;� 11 I � � I , I . I I I . I . . � I - I � , ' ' 1, , r I I I I r I . I", I � i _ � I . - I I I . I ; - - - Izo I � ;; , I - I I I � (OUTC , I , I I I I I � I f) -rju.c-vg�ey ,5ySrr__M . 1. 50 , . Z. 0 . 11 , i. '' 1� I ,1111 "I"', I I I 1 ,2. THE ELECTRICAL CONTRACTOR SHALL VERIFY FIXTURES MQUNTING 1 14 .9U,ERrA4j4_: -1 M) � I , - I I I . I � I L I� I I I I I I �i I 1 - 11" �,­ 1, I 11 , I I :, � I 11 � - - - -:z � I � - 90, I -­� ,, I I � I � I ' IN I . I I - 11 �, I 1 -3 __)o I I I I � I I I,- '':� � , ,�, v, 11 11 � -1 I I I I L I � 100 , .3 1 1 � � � 1111i' - Ill:, ", I � . � 0 1 1 : I Q r I . I I I 1 4 , " 11 ­ I I - --- 11 . � I I I ­' , ,i:'1_i" I ; 'L � I I I i . -1 : , I'll � I I I __ I - - _ 11 I �11 I., ­",� 1: i, , , , � - T,6ay-, f?v-,Tgoemig-so'T 1.5 Iza � " I r � I I ,�� I _�1, . :, I L I . � , I ) � _ :�­� , I I I . I �i � - I 'i" ,- ", . . � �." � I I I I I I - " - I �)�J:�p , _ I 00 1 -3 , L I & , I , 7, 10 � I I ,:, I ,� I, :1 , � . I I I 11 --- . , I "I I I , ' I 1 ,3 -, - � -_ - -_ -_ -_ 11 I I c . - ­1� I - i . � I I ,, , � I I I �� �� , -, , � "" I­ 1. 1,L I - � � ­ I I � y I b P_EZVIITA.C� (W567 WALL) , : -1 I , � I I - 0 . � i ­i� - I I � I . I l� � ­ , I I " I , I "I ,� 1,� I , , " , I I � 3 SHALL BE LENGTH AS SHOWN ON- DRAWINGS. I . --- I , , - I I 1� : , ,�� 1� ,�. I I" . � q � i I I I. . , 8 'T.8ox ­ I .. � .� I - I � I I e I 1, 1, I I " I — I PM M.It*f4fmz. f W42. - - - - 40 I 11 . 0 I 11z' � I—, 11 ­111 - . I I r , I I� 1. q I I I I .- I I i I I �� , �b, . - I , I � . . 0 1 1 1 11 I I - I � I 1__i , I P-4 v � I I . I I ' ' I I , I I I 1 . I - � � , _ � I � , " � -1 . . I . I I , �. .1 , � �_ I , ,, ,� I I I I I' S ­ , 3 3t6 1� 1 3 , 11 . I . I 11 � ­ ;� 11 I � 1 �4. FIXTURE LE H I � . 4 I ?- 00 , . ____- �� I I � " �� " � �_114 - - w I �) , / -5, , '. I -. , I � �';, I (z)� I [ 0, I � - �Do I . ­��' _ ' ' 1, . I I I . - , , �,�� I I ,� , 1� I 1.I , ­r ,t _1 I I — I , , I "I I ". 11 $ I I"i , ,":,i, :, I I I I ; I � . SHALL BE TYPICAL FOR, THAT' ROW UNLESS OTHERWISE NOTED. I - , I � I � I I __ 'i � G ,I .6,*.x rve 1;�eH05�TA'r , - -1 - - Z-7 I I I _. , ''Ill, ,� ,:11,,�,­­,,� � ­ : � i I I 06> ' L: , , , ; I _­ - I �, _ -i I . I I ­� �. I _ � I � �� I � ­ I , I ­ 71 ."_ ;" 3 11 ­ �� , ,� .1 , I I I I . I ,�11, `� 1.4 : I , � I , ­ '�"'," I 1 -- 11� ­ - 11 I I I. I "I 1. ­ . � . 1 7 RaoRz�uLt,Tio(, Poor* I I - 4��, �s I ; z � OGO - 1� - �,� , ,�_,, -I I � I'� I I I . I I I . I I I ­ I I -," I I I T.flox , W I � I � �_� - I " - 11 ,� I I � �, , � 14 . I � F:v - kY9006"a � I b. ALL ,FIXTURES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE I - I . 1P ., I - I I I 1. � � - - . I I I L � - - 1. I 11 I I �­, .1 ;_�,�,,�� . z I., - I I � 1, �'i , . . I . 1 3 , 1 1 ; 501,,We, W4T00L, PA.Isle,L, 1,5 1 zo I :: ''. . � : � � 1,�,'� �,,, 1, , ' ' � i . I I � , . I 8 IEX* - -4,L: ., - I 1 5 '7#& - 1 ', :ii ', ZO I 100 ,I I , I i -_- I I I P � i''- �''a 1,� I I I � I I I I N NG CEILING. - , I I G I � :�,,,, � I � 1 I � I I I I I L.15T I#"0 4 1 Er . . I - - ?- 0 00 e . �_ - I I . I . � I ­ . . . I I I . I I � 3 " - . � 11,il _ � L,� I " I 4 , � � I . � , -N4 4 P I � , �� , :. 1,11 ,;', �, 11 11 � . , I I � I I I I - . - I � T aox r-vla. M6 - , � , I 1� I �­ 1�� . � I - I . A /,;, - - - I . - I I , ,%� � � ,;i.� I �� 1 ,�,:,�­ I 1, � I � . 6. AC:IGNMENT OF ALL LIGHTING FIXTURES AND MOUNTING HEIGHT OF � & e-o�TlFaL, f�,�a,L, 'I Z-0 I ?_ I �,, , ­1�1'1"�,., ­� I lo i I �I". - .1 � ' ­1 I P-r-0"Llal ki(4 putAP 42- Z, ,3 2.4 1 710 I CC) � I - ­ 0060 . I I I I :% .1 I ' If � , I , � ,� RECEPTACLES 'AND SWITCHES CRITICAL. VERIFY LAYOUT OFr 5 . I I I 1, -1 �. I i -1 I I I � ,,,, '­ I I "I. I , " -��,"L :,:,,�i'�.)�, � 11 I 11. I . - , , 1�', . � - I I I * I �, _ 01, " I", , i'l "? 'Wlryo5l IF,m - - - - I ,1 'I, ,'_�, 1, I � LIGHTING AND MOU14TING HEIGHTS WITH ARCHITECT BEFORE ' � I T A,;�g rve 5Ar - - I ""�', _� ", I - I I ­ ,_:z,l ,�,L il, "o., ", - . I . � I � I ii ,1 1.11 , I . - . 10 F_I_F_(_T0(_ HTRI�,. _04 ' - - - I 11 � 11 . '� I I I- - I . . i �1, .,�­­ I � I I I 11 I 1� I I 1, . . . . . . - . � .1 . I :1 � ''I"�r : 1, ,___ I I - I . I . I :� I - I I _F TOP - I �, I ' 'I , �� "I'"� ,�" : , I � I ,INSTALLATION. . � . ".-_ � -I ,F-0-?-, W`3 9 - 1:0 , (00 1-5 & - 000 I . - T ax For- 60-10ZA - .,r, '�., I - , -i � I I I I ;1 11� I - . � I � 1:.�� "I i­��?,�"z,j , � I I I . . I I . I . 1,5' - 12,0 1 2. (D I -1 � ��­ ­,,,, I I I -, I ' ' I I I �',�,%�,7. ALL FLUORESCENT FIXTURES SHALL HAVE ENERGY SAVER LAMPS AND I . L r� . . ," G I- _1&1�ET H11?_� � I _(D 0 1. � I I I I . � I I. I 1_1 I ,�, -� I 11 11 t �, t f4iO�� ,, , I I -,� �; ,�",' I I , _ 1� 11 jl,.',,'�� � I . 1 I I . I I I - - - . � I I . I I ,", ,,� I 1�', ­%­ I 11 . 1 . g Ij � - , IF I ".1i,12, , -, ,, I OR EQUAL ) . I I .:� I I I , . 11?:,Oy� f:�01?- GEWE r_ I I I I I— I I", �, , - I i i, ;, I � � . I I . 'j.5' - - - 17 � I '' I 11 I - �11 �_ '4 I � � 11 I I 1, I ,� ,�,�:� 1 . I . ��4_�11� ­ - I I I I I I . -0 � I I , I 11 1, I ­ � -. I � I I 1, - 11� �, "I �,�, I 11 I .� I . I . �", � � �:a) . �, �­ - I" I I z "I I . � . I < , 15�0&r_ PTIZ. I I ?. 10, 0 1 1 1 1, , . 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I I . - y � � FLEXIBLE METALLIC CONDUIT CONTAINING WIRES OF SIZE-AND TYPE I , ,:'%r "-:13 ,'�,I � '' I Cv?F0F_,b-LL) �,,,,� I 1, t I I � I I I . . I I . . I 11­� �,� Li-' ',�� ,�",,�� I I I . ��, EQUAL TO THOSE SUPPLYING THE OUTLET -�- NUMER Of WIRES � I I , ­ �� .. ,',�, � ,; k,. I I , I I ,1 , ��,,�, , � 1� _�­1, . . I I , �. I 11 � I I � I � � I �', I I , L,1 '3� 1 � ; I IM (FOR PLUSH OUT!_ET I , - , I ""., � ,__ I � I I I '� '�, L ,' _� ' I I I I . I I - �, 1: ,I I r �, - 3 J I BOX.� PROVIDE EXTENSION COILLAR TO ALLOW FOR SIDE ENTRY OF , I � % . - I I I'I,, -"_ -� !,� I �., I � I I � I �I I i . I - I I I I 11 � ,,,�, I ,� . (P I I I , 7 , �, ,� -r , _�_" I 1 - - I � �� . I I I I . � I � I CONNECTION). � - I "f� ­ ;,���"�"I 11 I I I 11 I I I . ; I I . I , ." � I . - : , � I .1 . - , � � I 11 , I I ��,11� I � , � - � �: ,,�', � , I ` ,:,�� -- ' � � � 4 1 - , r,.- I — � I I — Ij, r) � I � ,, , 1, I.' .-. I I �1:1. I I � I 11 � . : I D------Q 1 3. PROVIDE 2-WIR UN FROM MOTOR TERMINALS TO 1� 11 � '.�,r, � - .��",4",,J�1, .;: I 11 11 I 11 I ., I I - I � I ; 11. I _�� I I, I� t " 11 1 , ''I I I -,,r . . I 'k, � � D[VICE OPERATOR LOCATED WHERE SHOWN-ON DRAWINGS -- CONNECT � I ,� 'L ,�I i-�,�; '! , I 1 . - I I rl. I �/+" F-OPTY C,::2NPUIT . . . � I I . v ­ Ii. i� ­1`_1,1 , j I � IS ENERGIZED. - , I , 11 I I , I I I . I I . I t I . I I i! , ­ ­ 11 � . , I .1 � - I I i I -r�4 PULL- WIP-a � I I I I . I � ­� , � . I W1 -:1 : I � I . . . �! 1­­,I I � I � 11 I I ,i I '"", I 11 , , I ;r, - � I . � I I ,� - I : �, � "Y''i"e, I � � I � I I I I (-rypl r,A, L). --- -in IT 0 LFA (,Sr=F- F:LOc=�WL PLAN). � ME 1 4 1 - , I I 14 I , ; 11 � . 7 � I ­ �, _� �1) : I, I � 11 . I�r - � BE OF BUILDING WIRING AND 1� - I I I I . 11�, ,� :ii", I I I I I ,;�I - I I I I I // W�� I � � I � I i; ­ - 1 � 1. 11 I . I I � // � v . 1 LINE TERMINALS OF UNIT -- TYPE OF DISCONNECT MEANS AND � - � .11 I 1.",I � '.1.1-,",,, I I, I I . . � I - . . I I . I 11� , ­ I � ,�, I I I I I �_, I I . I I . MOUNTING LOCATION TO BE-IN ACCORDANCE WITH INSTRUCTION I � . I I i_I I I I �,., '"��"I 1,11� r I I I I 11 FUL L 50>< F-OP- '5F-_CUP_17Y C,0N7Z0L FA�4F_L . . � I I I I I 11 �',! ,1�1 1�- ,� 111.I � I I , - � . . ... MAACTURERS OF THE UNIT.- ,. t . � . I � -,, , I ,': -I I `- I-- � � � I . I �, :�,,:,, � I . ­­ ­�I I . - . - � I 1, _ " I "I . " - 1 I I 1EXTEK1()f C 00 kI u-T I ! I I z- I - I � 1� 11 , il _�. '� I ­�. �11_­ ­ � - 11 � I � I 1 14 - " .1 I I I I I . ME I I i 1, �J."_ ,, 11 11 I I I :11 I � I . I . . . � . I I I . I I I , ,,, ," - I I I 1 14S gz_�HOEdDEP N OT E51. , I . !_OCATE0 WHERE INDICATED ON THE PLANS I- I I . �- - ,, ,I, ,�i�,1. I I . I/ � , ­ - RUN' TO CONTAIN AN I 11 I : 1:: , :, ,,,-_��-�",,", :­ I , I . �ADEQUATE NUMBER OF WIRES FOR'PROPER OPERATION- , I � � I ", , . I �1. I � I . I " I� i! ,�` i �� � � �`: , I ,. A-"P PI RE4_T�F_p 1�1 I �. ) I I I I t­ I , , � ' ' I ''I - I ,� I I . 1. A,L L CON DU I T':��5OX E-:,� C-1 e, - c;PH,ALL_ I� j � � . . . I . I I ': � ", I I I I I I . - j . . I . I � � 1 �1111z ; I � I I I � ' I I � � '_ ", , , 1, � owlogr_ -4 BE PROVIDE 4,5 PE M4NUFAC,TURFR`5 I . I , _' , i I �,� "I 1� I I ''I . � � � I D 7- , I , 6.1 EXTEND INDICAT LINE . . � � I -, �� ��,.'' , I � I I I ; I I . � I I 11 I . I "I 11, .; I I - I � . I P-F-COMMENDATIONIS . i . I 11 I : I , : �11, �,,­ I � I & I � � I I 1� I . I - � . I . , � I 11�" I . I : I I (� A 11 " � I � � I �,� , z :c �;� � ,, I ��, , , ,'�� I . I I . I I I - I�'. t � � 1 I . . 1�1 11 I I _ �, I,i , . I I I I I I:- i1;1";j, � I I I , I . Obr% 2. POP- F-Xl-\C-T LOC-4710N A�O 9UANTIT� . LCTRIC I . . I � I �,�� 11 I I I ,.� I i, I � � I � 1. 11 I �', ,I I � - 1� � , : I I - 1� I �-11 . I . ,,,,,, . I 11 1110,'z ; 1 �'i� r, , I I I I OF DEVICE'5 c,,:,F-E PL001Z PLAW5/ UNIT I �11 - I . 11 I ' 'I �, '_1 ,1i �: "'"', . I ­ � . I I I I I I I ,,-,� I � I I ' , i, . ;I I I I . � � . b I � I I" �,�� � I I I I 1 � I PLAW5 Ai�b AP,CHITE_CTUI2A,L E)VqG`�,- �1 : . CONNECT SAME TO THE LINE I I I I � I � -" '_"`�' i ,�, I . I I � I I I -1 � ,;j �, -, I -1 - I I I � I I I I ITERMINAR-S OF THE EQUIPMENT -- THE FINAL . � I ';�,. 11 I�,.�,I-�;I .11 ,: 1, I I . . I i � I .1 I I I I I jli� ,.���l � I 11 , , . . � 'BE WITH FLEXIBLE METAI.LIC , I " ,"J" ­i� '' I I I � I � EXCEED 48' INLENGTH) SHALL �, I � . ,11. � 1 � 11 . I I I z I . I I I � , .. ',� I -i .11 I I I I - . -f i,1. �, 1, ,,A:'I � I I I �1�-- � I I I � t' ��,z, � ,� 1 i i�� I I, I I 11 �lf I - I I �,?'- " , I I I I . �­, 11� I , I 11 I . I I I I 1K 1%1., I 11 1 I I I 1, I I � 1�� ,I I . I I 11 � � . I . I ­� I - I I I I � I . � : ,-�� k,e � I I I . DEVICES LOCATED IN FIRE ALARM CONTROL PANEL AND CONNECT FOR I 1, I � i_ I I " I . I � . � I I - ­�� �ol �,,1- I . ,�I , �, . I 11 1. I . I - I I I . I � ,�_ I- *1 . . I I �, I I I �� � I � " I 1� I I I I I I 11 . ­�­ 1,9 I , _1 1,I I I - I I � 1 - I I � . , � - " 1� I - , � � .I , I , � I I I � `� - : 1� - �' I�,,111 I , I 11 I I I � / � 10. INSERT P_UG OF EQUME N E. I 11 . I I , I �k ",t,_'! "I I � I _ I 1� - ,'�,�, ' I I I � " :�,; � �1' �­�' 1 1 1 . . . . I - � � I 11:11 I . I . I � , _ . ' 'I I I I � I I . � I I 11 , :',�',�: � I . . - . I I - '' , I � ' ' � . I 1� " , i I � . DEVICE MOUNTED IN SR I I t, I., . 11 . I I . 4'. I t I'. . I I . . � I �i ,I I . 11 I I I I I I I I � I . I I � I I 1. 1� � I I � I I COVER. - , 1� --- I I I " , ii I I � I , - I I I 11 I I I I I- I I I �-I I � I '�11. ­� �4 � .�­, � � I I I I I I I � � � ��: " I I I I I I I � I , 11 I _ �, , I - �, � ­ � '' I . I ,� I I , 1:�, , ��'' I � I I I . 11; ,� 1� I . I . I , � 11 RELAY ADJUSTABLE � OFF - DELAY 6-60 MIN. � � I ­1 I I �' ,11 I I � I I,�.11 � '. � �, I I I ­ I ) , e,- E C L) P, I T "� CC)t,� 7 P,0 L � C) E T/�, I Li ­ I ­1 �4 - 1. I I I '1­ � I . � I I I . ''I . I I�111_ '' I I ��i 1�1 �, 11, RRED TO THIS NOTE SHA11. BE FURNISHED BY � . I I � 1,t .- � �. I 11 I - I I � . I I I o I 1� .11 11 11 I I I 1, I 11 � � I .1 ­ I"'; � 11 � I � I � . - I V_CCTRICAL CONTRACTOR- THE EtECTRICAIL I I � ,��",.',4,..i� I, ,- , �� �:1- � I —_ --_ . � - I I I I � � � :1 I "I I 1� I � - -_ - I —_ . . ,CONTRACTOR SHA-11 PROVIDE DISCONNECT SWITCH. 1�I , I',, ��'.. . I I . I I I��'. � I I -_ . — -_ - - I _ 11 I I I � . � -_ - -_ - _ - �, 1 , , I I , , I �1:"� I I � � I . - I a 11 j , ­ I I � � .1 I ,� - 1 SCALE .&AL" I I I 1, " 11 ' ., I " I I i . I DRAWING No. . 11- 1 -11 11 ' I 11 I I 11 � ml ­ I .- I I . , , I - _1 I I �11, 11 � I 11 I ,�,, � � , .1 I . r - - ­ _­ - I � I I I I 11 I � . �>__, " I I � 1". 1, -1 I . -1 I I ' ll � I . . I DRAWN �yt% OF I arr bb I e , ' ­ : � '', I �:,; -,I,, ,. ' '�': I �,11 I . I N 0 N E cY WILLIAM I Town of B i st' SOUTH STREET PUMPING STATION � �. , � � 11, 11, i I - :. , � I ; 71 I I � DESIGNED 1z qp . Hayden I Wegman . � I "I I _ ­�� , I il: A. ' ' ��' ' ' I :, , — I ZE C - I j I I I I ,I" � I I I . 0 M-,.RTIN co sul - I ­ I 11, .�I , I I Q> on fing Engineers I � I - . �) � 11 I'll I " I I I I I I � I " 1� rio �&38 I .— ___ Department of Pub I *1 c Works ELECTRICAL I I � M 11 I - �-i -11 .1, . I - I I ,��,­I 11 � 11 I - . � . CHECKED -,_,�­-,L,�! \1, DATE . � , 'k- I I . I . I E � 4 ��" , 1 I I - � "I I I I - �kl ' I � � I I � I ­1 � _P is . I 1 . � I ., I I '. � I 1 '1-1� I I I I I I � � , .: - �, � I I . . I . _"4, . BOSTON WEST H . . S � � 1 . :, I "'. � I I 1. - , ' ' . - 11 I I "' . , "7� 1 I I 11 � __ I I A 1,, I � I I I I 11 �", I 4 ­ I � , 4 - t, I , I I I I ,I I I I �. , N 'k,1� � � . I � . I _ ,�� 11 1, 11- I . MAY, 1989 1 " 1­f,�� I I . Barnstable , Massachusetts I � �,--,,,�. _- , I I APPROVED — _h, I "" I - I 'I ' ­ , I I �- I i ! I — - IS 7E ! I I F I! I A T 1 115 1 oceo 0= 0090 00(�)n C<E� I 00<�)O. 0GOO ooeo I OGGO I �D=l I I :::11 'I I 1 ::2 1 1 1 i I I e�� 7 t I I I I I - I I � "I . , . I I D '\'�11)1��',�,_Z�71� �,_ , I I I � : � � I . I REVISION I I I I � ,� ��,,i,� 1, I -, 1� 11 � I . � I I 'll I. _�_ �11 I I --- IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I I - I � 1 87443 , I - - I I'll I . . -_ -_ --- - . I I 1, . ,�, I I I I I - _ I , I �. I . I � . � 1� � - - --- � �,, I I 11 I . . I I I .1, I . � I I I I � I I . 1� - � " I I I I � � I . . � I � 11, I � ,e� , '', , ' 'I � I I I ,,,, � I I I I I I I . I I I I ­� �. ;k I ,� Ili, I , ,, :,, �� I . I I � I . . I I I ' 'I I 11� ,. I .� I � I I :� . �,,,r .1 ­ I I I " ,,, . I � � I . I � I � � ," 11 I .I I ­ �, . - I I I . % :;, � 14�, I v I �� , �11 1� : I , ":1,I �, I I �- I I I I I - .� I I I I � 'I I" . I I 1, i, �� "I � 1 I I � I I ..­­- � I 11 ", I � � - . , I - I 'A � �,, 11 I . "I ,,� I I I . I 1. 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HS HS 6A 6A HS I ,.,l, _i ' : _ I �. I 8A 9A l0A LE I I 1 _I I ., 1 I 1 1 , AIR SUPPLY by , I . '' I- I HOA : HOA 1 LE WETWELL NO.2 HOA :- i i i . 6B "� , : , - HS HS HS c, 8B 9B lOB lU I v . -- ., -- I I i I. ,. ,,,- -:1 LOCKIN G HATCH 1 1 i 4 I I . , I . - y .. 1 1 - 1 g1, ,, 1PIANO HINGE1 :1:3 8 . . _ s/ 4A 4B L 1S/L IS/L ,.. ' , i - , 1 . . I I 4 , ,I 4 8 8 8 f 1 l . i i i 84 s 5 8 85A85B , :, ', '• , . H HS EL. +4.00 HIGH WATER ALARM HS 8� .-II1�...I I.II.II I.I II.II II.I I--I I I�I,_III_.I�_._:I I�II:�..I'*'I�.,I.II.I I�<I4�I I .�I.�I�I,I I I���I�I II.�.,.I 1�I .��I I� .��.-..1� .,...�I�I I II I�-I .I 1�..I I I.II:�.T..,�I-,, ..,II. _,�..I*I/�I I1 1�I�.I I I.I.I II i�I�,I�I 2�II.8 I I.�"I'I�,I II�-1I 1,.��,�I I.-II I-�II..I-..I I I 1-... 8C 9C lOC 6 _ - I , ,-."_-*"I-...j 1II-I I��I I��,-.0�II I��.I II.:IN.I,I I��I��..I-I1.II I I 1-I.I..��_1I...I 7I I�I.I _I 0�...I 0 0 0 ,w, ,rm �s.e .�•g:... .,,,N.tl: �� fix`. N .:,, „- _ z I - _ I EL. +3.80 STANDBY START , KQI SC I KQI SC I KQI SC , 8 8 I 9 9 0 0 1 1 , 1 MCC MCC MCC ,,. :: I - �: . '.. : I 1 I , . I , I 1 :' `,::" I ;: L. +3 30 1 s <OL W T 1 : ,„a_ E t F LO S ART : ,,_ ,, _ I : I • I I 1 IL IL IL „ . a _ _ ,,, , a,., , A .f 4 . , .,, x! ., 1 1 , 8A 9A ,. I I 10A EL. +2.80 LEAD START I I , . I - I, • 1 , ,, , I I , �, 1 1 1 I I I I , : , ; EL. +.50 STANDBY STOP I , , , i ' IL IL IL _J J , : - ��- :, -. .. , 8B 1 ., - ;; _ 108 :F,, N0, 1 NO, 2 NO, 3 ,• tw`„ W „s," , EL. 50 1 st F LO TOP OL S , n . , , ,: , "' ."F ?. �.I�,%,�,�,II,II..I I V�.II�1 I I.-I I I�1I.I�III'�I-I I�..'I�II—11 II�.I II.I I II-I.1I%I I.II I.II II...I.I�1I.�-­II:I1:..I.I,,I."I.�I.I�.��,�II�1 I I I�I I I.I"..I111 1.7�II1.�.,1 I..-,:I I. I I I . I I . ( . . ) _I_I I_j.n�I "- :. EL. 2.00 L D TO 4 , , 1 2 SCH ED. 40 EA S P - NOTE: STAINLESS _ , _ _ r . ,r EL. 2.50 LOW LEVEL ALARM & PUMP CUT OFF' . E . , STEEL BUBBLE 1 - INTERLOCK LOW LEVEL SWITCH LS- 7 TO STOP ALL PUMPS yr 0 .,, , 7 r, : TUBE TI P,•. -_ ON ' LOW V LE EL PROVIDE A JU C ) _ D STABLE TIME DELAYS TO EL. 3.50 BUBBLE TUBE BOTTOM . • PREVENT MORE THAN ONE _PUMP ST ARTING AT ONE TIME. EL. -4.50 INV INVERT OF _ W E WET ELL _ a• " I . I. .I.. �. .(��: I I II I.LI-�� , , . 4: ' - •,; ,'', V NOTCH �, , ' . . . , C; r. PUMPS TI P .. G • , :6' , " : -. -, .",. 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I I���1�.III 1..r� ,�ID.1...I�­,I-I II 1 I--�_, I---. -�.....-I I. I I I I II I.I I�I...'.�I.I I. I�I1. .�I 1 L TAG NO. DESCRIPTION NAMEPLATE .�..�--II I.�I I�,�I I I. .. ,, . - -_1 ANN-1 ANNUNCIATOR N y LEGEN D w, 2 . FLOW INDICATOR 3 - :- . , T ,, : EST & ACKNOWLEDGE PUSHBUTTONS TEST ACKNOWLEDG FLOW ", PNEUMATIC LINE - / E .. 4 . HS-8A LEAD LAG SELECTOR SWITCH LEAD 1st FOLLOW STANDBY / / / A.S. AIR SUPPLY 4A HS 9A L EAD LAG SELECTOR SWITCH LEAD 1st FOLLOW ST Y ; . ` , ANDB r 1 I�,I,I.I-.'',�_.I�,­�II,--I.I­I.��2-.".1,�I..11 I1,;,I I r I.I�,,1I1 I,1.1,II,-,I,.I�`._�'1 I1I rI 1 I-I­I.�I�-.I�.�.II�,,_I,.I.7 IIII,�I,.I.I II I..�1.-�I I�1I I-��,�I.I-I,..I�..1­I.��I-1I...I.I�I I.1�II.I�­�I1-1.I.1I 1I.I1..I,i1I�l1I.dII'I1-�I�­.1,"I1­I'.-.I4"I'l.I��.l�,.II',IIII�I�-III I.i-I.�1 I.I I II,I I . II � I�.I��..�� .II.ri���-I I II�.I I�.I III�I���I.I I�-1.I. .__�_I_�I.�_. II-�I 1I1-.I1 .I .-I.� II I-- .. I � I . - I�I.I I ELECTRICAL LIGHT HS HAND SELECTOR SWITCH - 4B HS-10A LEAD LAG SELECTOR SWITCH LEAD 1st FOLLOW STANDBY .<` ' V ANNUNCIATOR SCHEDULE / / / LT A T LE EL TR NSMI TER ,.., 5 - -ALARM ALARM ' HS 8B HAND OFF AUTO . SELECTOR SWITCH H 0 A . . , . : G ND . ^, V POINT LEE , , 120 60HZ SOURCE LI LEVEL INDICATOR 5A HS-9B HAND-OFF-AUTO SELECTOR SWITCH H-O-A 1 HIGH WET WELL LEVEL -: - LS LEVEL SWITCH 56 - - - , <. HS 10B HAND OFF AUTO SELECTOR SWITCH H 0 A - - _ INDICATOR IGH W . 2 LOW WET WELL LEVEL _ - , , A L T FIC FLO INDICATING CONTROLLER 6 IL 8A 10B INDICATING LIGHTS ON-OFF _ a - ,...; 3 LOW AIR PRESSURE PY CONSTANT DIFFERENTIAL RELAY 7 - NAMEPLATE PUMP NO. 1 , W , PANEL MOUNTED CC 4 PO ER FAILURE 0 N M MOTOR CONTROL CENTER 8 NAMEPLATE PUMP NO. 2 5 HIGH WATER-PUMP ST ION _" 1. - BACK OF PANE OU I AT .- 0 L M NTED KQ RUNNING TIME METER 9 NAME PLATE PUMP N0. , 3 ,I�.,�.-.-II_��I I.II I I.I�.�..I I �I�_� :III I,II. II . � �I I �VI� ..I.I.,,_�.L,"I�I r.l.�-I..r-_II.I,�I.-­.­I I��,I I I I �. II.I�.:I..I.I I I I I�.�I-.-_I1�._.��_II..I_��I_I.,�I1�,I I I:II I II,I. I.I.- I.I�I I I I I I.I I I.-I.I�.I I�,,I I�I I I1I....�.I I�.. I I�...III�I..I I.I.I�I I I I 1 III I I 1II.I I�I I� II..I . FIELD MOUNTED W: V 6 SPARE , , LAL LAH LO L EL AL RM HIGH E L A• . E A L VE LARM 0'1 FLOW IOTA � . / / L ZER ; . 7 SPARE I�I �-I I_I_I._. -I I�I I.I I I--I I.I I I,-I,I �1-I.I���I I.I I I��.. ,, : ,- S L STOP LOCKOUT 11 HS-4 LEVEL CONTROL SEL CTO V , - 11 ; ,' -" : / / E R LE EL,CONTROL _1/2 ,. , R SS GU 0 WI H P E RE LAT R WIT HP PARE ,E , , W W 8 S A E HIC U T R ET ELL' SIM LA 0 12 ` - ,' : : LI 1 LEVEL INDICATOR WET WELL LEVEL : . - ,j',, . P �, " • r .w _. I _ _ ,y " . SCALE DR G ., F.F.B AWIN No. # . DRAWN OF ,, , M a SOU �P� SJ, i Town . of Barnstable TH STREET PUMPING STATION OTT SC 9 N 0 ALE ,., i IAM a WILL G man DESIGN �, ED RAL 4 , I:, A. �. , ,. p`; , :: Consuitin En tneers �i g 9 .: D artment of Public WorksM DTI N ,.,;pf/� ....wI � k.. ,PUMP CON R T OL- p �.., _ . I I--, .I. I�I R DATE No z8d38 _ r I CH CKE E D ! BOSTON _ W T F ,�4 ,,,.., o iSTE � ES HART ORD _ , .•,. ,:, ._ ,_. _ ShPPROVINSTRUMENTATION <,_ _. - E B a rn st o a ble Massacs hAL .� u etas, AED --�No. AT V D E RE ISION : .' , . f a. , .., , " ., ... . r a I. ,... � .r - - - - - - - - - - - - - - y , 1 ow �a� l a �a._ t 1 1 - j H I 1H I -V -i S 0 1 JL N G JL 0 anni oS a :3 ll 9 t o l 0 0 r 01 RA 0Qo -I -I EX OF DRAWINGS _L _.kL _.kL k-,/ _1!L -ILL INDEX R N DWG. NO. DRAWING 28 C 1 SITE PLAN DETAILS O O � C-2 SEWER PLAN ' and PROFILE 2 , a BOARD OF COMMISSIONERS C—3 LANDSCAPE PLAN AND DETAILS � A-1 ELEVATIONS a 5 KEVIN - 0 NEIL Chairman MP A 2 PLANS and SECTIONS Eo �' JOHN ROSARIO PROppS PUMpIN� W A-3 DETAILS � STATION � PHILIP C . McCARTIN S Q ST-1 CONCRETE PLANS AND DETAILS FLOYD SILVIA J�� o ST-2 CONCRETE SECTIONS 0 S � z ST-3 CONCRETE SECTIONS o ti� GEORGE F. WETMORE ST-4 CEILING PLANS AND DETAILS W s THOMAS J . MULLEN D . P .W. Su erintendant a P s o o ti / /2 ST-5 MISCELLANOUS DETAILS F ti RUSSELL DAVENPORT , Acting Town Engineer 9 M- 1 MECHANICAL PLANS and SECTIONS 00 e.... - - M-2 MECHANICAL PLANS AND DETAILS M 3 MECHANICAL DETAILS ;. HVP-1 HEATING, VENTILATING and PLUMBING PLANS and DETAILS HEATING VENTILATING and PLUMBING LOCUS MAP HVP-2 , E; SECTIONS and DETAILS 4' E-1 ELECTRICAL E-2 ELECTRICAL _3 ELECTRICAL E ELECTRI A May , . 1989 E-4 ELECTRICAL I-1 INSTRUMENTATION - ConsultingEngineers I . i { 23.4 X 23.4 S \ S LEGEND X \ i • r r G o \ 5 N S N 1 SIGN 1 SIGN \ ,." » + ++ W EXISTING W F � F 6 � 6 '� 6 PROPOSED R x 21. 21.R 0 0 1 1 22.3 22.3. X MH X 16 FM : . MH G8 21 SEWER FORCE :MAIN 8 r ,, p r, W F W , F 6 0 � � 6 0 22.8 22. g p � oo � �, ff cn � � � - 12S 6 F. 1 FORCE MAIN -0--- SEWER AND MANHOLE LIMIT OF PUMPING H N M STATION WORK f, ,f G r -o 3 G 3 GAS. . s G GAS MAIN AND VALVE F F , 0 6 . � 6 22.3 � w 223 15 X MONUMENT 5 � X MONUMENT Uj MH D MH D > : ., 4 W-D� 4 -WATER & VALVE s w�tr.�-- WATER MAIN AND VALVE • 0 x 0 0 O X 6 6 �'� . ELECTRIC E ELECTRIC 8 : 22.1 22.1 X X E)N ECT TO ♦. 2 FINAL CONTOURS T \. TELEPHONE THE EXISTING O O 16 FM PROMDE THRUST BLOC 10 20 :♦ \ �- CONTOURS 24.9 X 24.9 X • . : .8 x .SPOT ELEVATION ; X X . 21.8 21.8 _ .� \ O UTILITY POLE `L 21.5 21.5 -- LIMIT OF..PUMPING STATION WORK \ r POLE POLE 6 N 239,600 P N 239,600 TREE AND DIAMETER x 21.5 C� ♦ : O c G HEDGE 2 24.7 `L � � x B x B O o 4 W TO VAULT 1 2 \ 2 . B 1 BORING LOCATION Massachusetts Massachusetts O G X22.6 SPOT ELEVATION G National National f f Guard Q � .- , Guard MH N0. 1 �` ❑ CATCH BASIN J Q p Armor O •- Q ArmorY 8 PIGLAUNCH 6 a---i LIGHT POLE.. � 21.4 ,� 21.4 X _ X SEE .DWG. M 2 \ . O 24.6 15 D DRAIN 1 O O : O x x . FENCE 1. S.S. EXP. -JOINT V . / . `L P I P.E L \ i ti 8 SEE NOTE 10 1 • 8 6 A A 1 K Q K. 1 1 2 SUMP .DRAIN TO WET WELL r 24.6 24.6 h, Bituminous EN RA 0 � G E L N TES v Pa ement 1. AERIAL SURVEY WAS PERFORMED Y 1 B TOPOGRAPHIC DATA CONSULTANTS,P NS LTANTS, X 10.8 10.8 \ B R IN N.J. N E L I APR IL 1988. : - 2. ALL ELEVATIONS ARE REFERRED TO MEAN SEA LEVEL DATUM. GRADING PLAN PROPOSED PUMPING STATION SITE PLAN PROPOSED PUMPING STATION • - 3. LOCATION OF UTILITIES AND PROPERTY N S R _ SCALE. 1 _20LINES ARE FROM THE BEST SCALE. 1 20 INFORMATION AVAILABLE. EXACT LOCATION AND COMPLETENESS , L N IS STAKE HAYBA ES FOR OSIO N NEGOTIATE WITH MASS. NATIONAL GUARD ARMORY L ER NCO TROL 4z � NOT GUARANTEED. CONTRACTOR IS RESPONSIBLE FOR CONDUCTING N 3 ALONG NEW 12 CONTOUR` LINE s TO LOCATE SILT DETENTION BASIN REQUIRED FOR - HIS OWN INVESTIGATIONS TO DETERMINE LOCATIONS OF UTILITIES. �1- ALL DEWATERING PER BARNSTABLE . CONSERVATION - c� COMMISSION. C U X1 . 4 THE LOCATIONS SHOWN FOR THE NEW FACILITIES AREAPPR OXIMATE ROX(MATE 8 LO r% ONLY. . EXACT: LOCATIONS SHALL BE DETERMINED IN T c� HYDROGEN PEROXIDE STORAGE E HE FIELD + BASED UPON. LAYING LENGTHS OF PIPE AND SITE CONDITIONS. . C N S � TANK FENCED BY 8 CHAIN _ M.H. IN 0. 8 1 FENCE WITH BARBED X 1 LINK EN E Q 8 , 0 0 _ 9 7 » Z 5. EXISTING UTILITIES INTERFERRING WITH THE WORK SHALL B Z STA. 20+95 W R AND GATE ACCESS. E WIRE E LLJ RELOCATE AS DIRECTED Y i N A DB THE ENGINEER I THE FIELD. -J ZSEE DETAIL B R PROPOSED 15 SEWER _ r J C » 6 B 6. IN THOSE GRASSED. AREAS DISTURBED BY THE CONTRACTORS , 4 S 2 OPERATION THE SURFACE SHALL BE RESTORED WITH( M LA MINIMUM . _. y 3 1 c � Concrete Thrust : : B r t 6 W � .--- OF 6 OF SEEDED TOPSOIL UNLESS OTHERWISE DIRECTED. co B 7 h _ er Block . w : f. S e w R 6 1 15 W N s tin 7. IN ADDITION TO COMPLIANCE WITH THE REQUIREMENTS OF THE g �-- SECTION TITLED SAFETY OF THE SPECIAL ...CONDITIONS' THE ; t M ; 6 1C CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES AND SHALL S 0 T V H 1 x 1 GA E VALVE PROVIDE ALL NECESSARY CONTINUOUS BARRIERS OF .SUFFICIENT TYPE SIZE AND STRENGTH TO PREVENT ACCESS TO AL OPEN F EXCAVATIONS AT .THE COMPLETION OF EACH DAYS WORK. . , CLEANOUT � X WE » cc D / SG / V 5 gA D '� 10 GATE VALVE MH . P ,n 8. FOR MISCELLANEOUS STANDARD DETAILS, REFER TO TOWN OF ist g co _ Lo n BARNSTABLE DEPARTMENT OF PUBLIC WORKS CONSTRUCTION � 9 + M mP _ MH P n • co w t� o SPECIFICATIONS AND .STANDARDS. o to • . e\ S b Edge of Sidewalk x X 1 x 2 x 9. THE WATER SERVICE HA� Concrete Thrust E SHALL BE TYPE K ,COPPER WATER TUBING WITH Block SOLDERED OR FLARED .JOINTS IN ACCORDANCE WITH ASTM B88-71 6 SPECIFICATIONS FOR .SEAMLESS COPPER WATER TUBING. . E E 10 CHECK VA - � VALVE 4 6 0 , 10. FURNISH AND INSTALL SINGLE-BALL FLEX-BEND EXPANSION JOINT ON FORCE MAIN X 8 8 8 MANUFACTURED BY EBAA IRON INC. EASTLAND TX. CONSTRUCTED OF DUCTILE • S f IRON 1 X 0 X CAPABLE OF DEFLECTING UP TO 15 DEGREES 1N ANY DIRECTION. ,- 6 r T x DE AIL A 11. CONTRACTOR TO COMPLY. WITH APPLICABLE TOWN OF BARNSTABLE, DEPARTMENT Note. _ _ - OF PUBLIC WORKS CONSTRUCTION SPECIFICATIONS AND STANDARDS. SCALE. . 1 4 1 0 , .:.. V 9 t,. 3 Construct New MH on x 9. • 3 � X ,. X Existing Influent Sewer 1 PAVEMENT RESURFACING 2. PA EMEN RES RFACI G SHALL CONSIST OF � 2 BASE, 1 , C \ 1 E, COVER FOR A FULL 6;. v w \ and divert flow to ne ' WIDTH OF 50 BEYOND BOTH SIDES. OF PAVEMENT CUTS. \ Pumping Station. - • � �Pu pi g Stat o Brick up i :. inlet to existingStation. SITE PLAN EXISTING PUMPING STATION y SCALE. 1 - 20 SCALE DRAWING No.N F.F.B. �► or M r, DRAWN L� /<c P SOUTH STREET PUMPING STATION .� c Town of Barnstable _ AS NOTED r ILLIAM �G c W , a Hay din We rnan • DESIGNED X � o M ,RTIry a, Consultin En ineers Department of Public Works 19 9 C_ YNo L.i.. DATE CHECKE � F OS N WEST RTF R __.. w B TO HA 0 D .- oNA�� .. Barnstable , SITE PLAN DETAILS , /,� Massachusetts \. MAY, 1989 �,.\>�.�,. _ ��,� ,. ] APPROVED a REVISION .- 87443 f , E 933000 , E'933400 N 239800 E 932800 E 933,200 N 240000 E 933600 E 933800 , TOYM BLDG. 2 3 Plug. Outlet to Drain ..__ I. 3 o n 23 ► 8 27 With MasonryWall. / 6 0 o � a / 3 \ 30 \ 24 0 ., x r i 9 o x o x �� l T 2 .. / b-� 0 x2 i pv o x 3. 1 622. x 2 28 r � o s j o 4s 2 i 0 4x o i II l o S 2 it 0 qY 2 � x 9 o 2 00 (!) o / _ i 2S 1 r � o\ 0 23 3 x o o \ / 1 L I X 1 3 2 O A \ 9 O O O 1 3 i � o � o xl I I 6 _ = Ab 4 x 2 1 25 QV / o o I I o 1 Du x 1 3, x 2 V \ o 3 0 _ Re 8 x 4 1. S 18 a 5Do I_I (� ----- I o o \ 2 6 L__ o o o _ L_---- wv v / / --- x1 ----- -- 2 2 A o 1,9 m ------- c \. 1 �% b o .r 19.2 ®lg N t--- -- ,. PAR 6. ,. � r 0 KING 9 � � , ., - t / I 0 2O 183 o � � 20 `ARE .9 ,�� 0 76 X 11 1� p ce� 6 II o ---- J��AV .r 1 I x I I o O S, J 17 a9 ce elf -------- I s.1 ors o y _ i i O 17 ce IMF - SOUT ,� 3 x x SEW / is x 2S3 8 249 B x a ----- --- - o 2 my 0 -F vy v 1 O x 6GUARD ----------- - FM r . RAIL i x 3 I I sMl�t x a— x_ X 40 �� �- x/ 22. x 0 1 SEW 0 3 22 x2 ER _ A x 1 15 tine o •3 �22 2.4 cj 8. „ � i x 9 i ti 1 - r — 5 Pam I / o : x x 6 1 U �ot� o 22 3. 1 s o • x s M. 4 5 SEWER 1 I `l x x 24 20 v x 16 ----- 7 q'r ( ,sy o x 1 x x i Q w / Owr11 w av o , 1 22. i �-. L ndation x � 2 h 4 '� fJ � A. 14+2 Mash P i _-� i xT o 3 x x2 . . �-, l l l r 7 , 2 M.H. N / \ s AV eo x1� o x 110 x o -L1 15+50 r x i x2 3 x o 16.8 2 1 8 4k1 x1 S x 15 ER x a 6 __.� I f i i ► 17 i x a s. / 9 3 SEE DWG. -C 1 joun1 i ► ati � — x is / � x x .3 i 2 21 x � M.H. NO. 8 x x � 1 2 r i 4 6 o I v 0 o _ _ STA. 20+95 o o m I / av X U 2 X 1 �V 6 r r M.H. NO. 2 � x� / 12D 6 X8 8 cB ¢ 2 21 x 2 1 8 STA., 12+75 4 _ M.H. N0. 7 M.H. N 6 1 -1 9 O _ . 2 k 1 x 2 s i � T 19+7 1 a STA. 5 6 eoY C �S 0 � -� STA. 7+25 _ g 4 :. Town ofBarnstable � 1 � 1 r PUMPING STATION I ov i x 12 x 20 J 0.8 o Drainage Easement o. �e o 1 9 „ o too , I o x 2 0 0 fu 2 EW E 0 P 4 1 n i ti ; NOTE :.0 ABANDONED B 3 0 1 ONED I0 FM l � C� 2 LO ATED ALONG o _ 1 1 s. LINE OF PROPOSED 5 SEW ER H. 2 x 2 1 _ 1 M. N'0. 1 . . •o 12 DRAIN TO 1. a xl STA. 10 14 3 V a i CATCHI , O x18 o i 2 _ 0 0 N GF 270A, 1 S P LAN Ln . Ln - N 30 30 30 Ln Ln I Z O } O O Q f- -I I- Q �- F- Q Q (n OLD COLO Y RD. F- (n CD OCEAN o + Cn z z o _ d O ST. zLn o00 z Q O I O - Z z + . (n Z g co Existin Ground it LLJ . x z 0 o ✓ -- tf) _ . .. .. .. _. Existing Ground z 9 _ i FILL _ II 5 A x nPPR X. L CATf N 0 FEXIST Exist EXISTING 9 SEWER 0 0 0 :.' . 1, D I0FM. 15 Sewer r16 �M AND A NDONS_0.0030 IL 10 1 rio10 15 SEWER 21 SEWER 1 - SEWER I 5 .SEWER 15„ I SEWER 030 15 SE S 0.0 SEWE _ S 0.0015 21 — 0„ SEWER 0.003 2 1 SEWER 21 SE i S . , r 0030 ti S 0. W _ 15 SEWER IN _ 0.00 C ) — 0.00 S 1 4 S 0 00184 S 184 - 21 . SEWER OUT z I� 00 � 15 S WER d- 0) d- o O _ o co Co co 0 0 00 00co 00 0) Ln Ln Ln 00 n o0 00 n I Ln co > > > > >,> > > L z z 0 0 0 r. 10 11 12 13 . 14 15 16 17 18 19 20 21 0 0+25 t . PROFILE RCB SCALE DRAWING No. /1,ti OF DRAWN _ � � HOR.. 1 40 p SOUTH STREET PUMPING STATION, � o Town of Barnstable - . y VERT.. 1 =4 o w�utnM G Hay den �Ne man DESIGNED o M vRTIN Consulting Engineers g Departmentof Public Worksg gSEWER PLAN AN D PR OFILE C 2 . . a. DATE CHECKED � � F . s N BOSTON WEST. HARTFORD S70 E NA _ Barnstable , STA. 1 0+ 00 TO .STA. 20+ 95 MAY � ssa c h iset s No. ATE87443 D REVISION .,. :' • .. eft f c r. i A e FLOW, A I I 5 .. FORGED ALUMINUM ... 14 x . 10 UN SAFETY RUNG MANHOLE PIPES TO MANHOLE .WALL T p • -. STEPS 16 O.C. . CONNECTION OF IP T MASONRY, WITH BRICK OR 'CONCRETE BE MADE LOAM ` 0 w.. APPROVED TYPE OF SEAL ASTOMETRIC T P DETAIL I _ OR AN EL STEP DE AI 15 I /2 2 RUGOSA ROSA 4 a , BY THEENGINEER. . ` SEED PLANTED 4 O.C. SECTIO N C C FLORIDA _ 8 0 CORNUS» `- UNLESS T STD. FRAME & COVER" TOWN OF ' BARNS ABLE ,� DOGWOOD W SPECIFIED HR ISE , OT E BLUESTON SET E IN 4 THICK 18 . TO BRI CK K VARIES Q CO NC. FOUNDATION NC CONCRETE MH CONE S O R PRECAST REINFORCED � . _ ECCENTRIC RE 8 , . x . » ¢ . 3 CEDER POST 6 F TOP L f , _. S AB USED IN PLACE OF 'CONE SE CTION (W ITH WI AND RAIL FENCE V IT `SHALL CONFORM TO ASTM C 478 � N ENGINEERS APPROVAL). . � P MPING U STATION . STEP T O BE TOP n t , 4 BELOW FRAME 6 REINFORCED CONCRETE MANHOLE SEC TIONS ... W RING". . JOINTS. 3 HIGH FORMING TO . ASTM C478 WITH 0 CON ; . , RHODE EN 0+ 3 D DR N : J P CARO LINTA N UM f 5 •. 480 � � r � t _ C c LOAM SEED i f i i BRICK OR CONC RETE v - 2 WATER TABLE . x ; v E r PRECAST MH BASE 4 PIPE J E. ION ; CONNECT » -o v v w � s e CRUSHED e F_ 3 4 CR D w v e 6 0 e - s a�I O�if. a 6 OF 3 4 CRUSHED & SE LANDSCAPE PLAN STONE FOUNDATION STONE FOUNDATI ON : B SE CTION B-B _ SECTION A-A SE � r — T. K ALL I S 30 F .: MAXIMUM DEPTH OF R.C. PIPE MANHOLES WITH 5 THICK W _ _ CONFORM TO SPEC C443 :. FOR 0 RING JOINTS SHALL CON 0 M RUBBER GASKETS USEC� R ALL PRECAST MANHOLE BASES , . .. . S S SHALL COMPLY WITH THE "MINIMUM REQUIREMENTS • ff MAN HOLE BASE FOR 48 DIAMETER PRECAST a TYPICAL PRECAST MANHOLE DETAIL rr FOR 15 SEWER • INCREASE DIMENSION A TO 60» NOTE. FOR 21 SEWER 3 -o t co E GRAD • E E 0 t o o I L 4@12 '/'', i 4 SECTION E—E D SECTI ON D D :. , HYDROGEN PEROXIDE TANK CONCRETE PAD DETAIL , NOT TO SCALE NOTE PAD SHALL BE ADJUSTEDTO SUIT EQUIPMENT PROVIDED ' SCALE , DRAWING No OF y F.F.B. �► DRAWN SOUTH STREET PUMPING ' STATION _ �P � of : Barnstable r ti AS NOTED � .• . 1lLIAM "d � W N weg=n A. mDESIGNED �._ � .4nnARnN ns En ineen � r S . �o ult�� Deparfmenf of Public o k _ C 3 9 9 No.28438 Q t LANDSCAPE PLAN AND DETAILS DATE , D � F CHECKE .— �• o� ,STE �G BOSTON WEST HARTFORD F S,S�p EN ___ _ <; NA ie Massachusetts �,� � _ B a rn sta b MAY, 1989 `.. , } APPROVED � . . ._, .._ 87443 ` N o IQ. - f 8 8 , » 8 _ , , » - , _ f 9 __ 1 _ _ 5 1 18 1 6 4 3 4 _ M.O. M.O. » 31-219 13 RISERS r S RS ® 8 00 x0012 TREADS ® 9 D1 0 ------------------- ---- ----------------------------------------------- SLUICE GATE 1 MCC r 1 1 G 1 OPERATOR 00 , S R 3 -4, I I STAIR , f�_ 1 2 8 STAIR OPENING 3 x 3 MODEL KD 4 ALUMINUM, OPENING I , DOUBLE LEAF HATCH BY I 10 ' BILCO COMP ANY, NEW HAVEN, CT M.O. c� D3 z , z z w I PUMP RO OM a. Y 1 f » (n — o CONTROL ROOM 11 _ o w o. 0 o _ Z - r Z_ L— CHAIR o N 1PUMP ACCESS HATCH MODEL - w _ - - I F AL BY FLYGT CORP. TYP. I o 12 0 6 6 � ) o , I - N N TO SUIT PUMPS I Q PAD r � GENERATOR LU TO SUIT GENERATOR FURNISHED ST EEL STORAGE CABINETS 1 f » _ — cp 1 0 2 9 9 3 1 • O J � o _ 1 I 1 _ �. FLAMMABLE STORAGE CABINET M I 1 0000 I I I - N n, x MCC � I 1 r 1 B I _ I : 1 B I ca 1 1n � I 00 D I _ q 1 E D2 O L------- -- -- ------- -------- V i 8 x 10 LOUVER o 1 . 22.0 . _ EL _ DUCT PIT I _ 3 5 � o . I � o r f f, I D5 o f » 1 O 6 13 7 4 1 4 I I r7 _ , ® 8 A I , 15 RISERS VALUMINUMRAILING I PROVIDE , I M.O. » I ti 42 HIGH WITH CROSS I HAND RAIL 14 TREADS C�➢ 9 _ . 1 APART. T. _ RAILS 4 A R 1 w 1 1 SG 2 , o 1 - V - PIT 1 I o0 ALVE OPERATOR t . I SCRUBBER AIR .SCR I 1 RO OM LOPE TO DRAIN 1 EL 13.0 I EL. 12.0 I 6 RISERS @ 8 FILL ;REINFORCED WITH 4 CONCRETEL 5 TREADS ® 9 WELDED WIRE FABRIC 4x4 W2.9xW2.9 - TE STRENGTH 3000 psi MIN CONCRETE P , „, 11 EL. 8.0 14 -6 19 24 0 _ , 1 1 00 -6 38 _I 1 _ CATWALK 1 .WET EL. 4.33 x W I 1 I 1 u PLAN EL. 22. 0 ELL FIRST FLOOR 1 _ - 019 36 3 _ I, 0 „5 EL. 22.0 » , 12 o PUMP PAD SG-2 , 30 o o i Z EL. 4.5 _ w rn ` r7 • � 5 DOWELS 2'-0" O.C. ; W NO. 2 _T WET WELL FLOOR DRAIN r WITH WELDED WIRE FABRIC 5 DOWELS 2 6 O.C. _ # 2 0 .. 8 Sd _ WITH WELDED WIRE T _ FABRIC ., 6 -0 �,� r _ SLOPE TO DRAIN o 6 6 „ - , 3 0 6 4 _ - _ 1 3 v T 1 0 1 0 B B r SECTION A A SECTION _ T 00 » - 8 0 , T UPI _ i • ` T - V PIT W STING TYP.AL CA C ) o w NOTES. rn STORAGE CABINETS , 80 _ T „ H CONCRETE PADS FOR MCC 13 6 1. PROVIDE 6 HIGH , J GENERATOR FLOOR MOUNTED CONTROL PANELS 1 W IN 0. 1 WET WELL . - AND AIR SCRUBBER TO SUIT EQUIPMENT FURNISHED. A I AND VALVE PIT SHALL BE PAINTED. 2: WALLS AND CEILINGS. N L E 16 tb - » _ _ _ 7 0 , 23 0 M 3 F. 1 13.0 PLAN EL SCALE DRAWING No. OF DRAWN RCB , P��N � , TownSOUTH STREET PUMPING . STATION r » � a of 1 = 1 =0 /4 o WILLIAM GHayd Wegman N DESIGNED RAL X IM, o �1 ARCHITECTURAL MARTIN � ConsuMing Engineers Department of Public Works A 2 No.28438 a ,o p Q' DATE �, WAM F CHECKED � � �, a. O G! E ,c ST, BOSTON WEST HARTFORD" sBarnstable , PLANS SECTIONS S .�., S�UNAL.E , _� P A N MassachusettsMAY 1989 ------ ----r----- APPROVEDENN87443 .. No.] DATE REVISION SG-1 ALUMINUM GRATING OVER ALL k SLIDE GATE (TYP.) 2'-617 OPENINGS. PROVIDE ACCESS TO GRINDER, BAR RACK AND SLIDE GATES. HANDRAIL , SEE DETAIL 2 GATE DWG. 1 o j 5/8" PLYSCORE 1 " ASPHALT SHINGLES " I 2x6 RAFTERS ® 16 O.C. —8' 5" TO WEATHER i7 01 o 2x4'S ® 16" O.C. 25' N 4x6 SILL 1/2"0 ANCHOR BOLTS #15 FELT 8„ LONG, 4" O.C. 2" FROM CORNERS OU ALUM. DRIP - EDGE 1/2» m 2x6 00 o N N I I .......... 'n L2" RIGID INSULATION 3/4» 6'-0„ Y . 1 x4 FINISH BOARD T&G ... ...• "V" JOINT SOFFIT 1 x3 2" CONDUIT (*LOCATE OVER y _ . o TELEMETRY CABINET) INTERMEDIATE FLOOR PLAN EL. 8.00 o 1 /4" = 1 '-0„ 2 0 SCREENED VENTS ............' " o ® 15" O.C. z �LO .......... N r� xo 8" CONC. BLOCK N EL. 22.0 5/8" EXTERIOR JOINT REINF. EVERY OTHER " PLYSCORE COURSE #9 GAGE (TYP.) 5/8" SPACER 2 x 3 o 2" TRIM BOARD (PAINTED) :.......:: — 1/4" LEXAN WINDOW INTERIOR TO BE PAINTED BLACK 3/4» SPACER EL. 12.0 FALSE GATE 3/4" STOCK CENTERED WINDOW WINDOW TO BE FIXED WITH NO MOVING SECTIONS 0 N S --------- NOTE: 21" INLET EL. 8.0 EC J01 ST 1. CLOSE OFF ATTIC FROM SCRUBBER ROOM BY ' --- .. :: CONSTRUCTING WOOD FRAME WALL, 2»x4' > EL. 4.90 --- -- M WINDOW SILL (PAINTED) TIMBERSF08„30N 80'N INTERIOR E »PASSAGEDRYWALL . EL. 4.33 1 1/2 RIGID INSULATION (TYP.) ...... FRAME FOR x """' "' o DOOR. FURNISH AND INSTALL DOOR IN ATTIC. = N 2. JOISTS TO BE 18" ON CENTER. ALLOW 5' `BLOCKOUT WOOD SIDING :' :: o = BETWEEN JOISTS FOR THE SCRUBBER. --- FINISHED FLOOR ELEVATION 22.0 .• .• .. 3. CEILING TO BE CATHEDRAL. A SHED TYPE DORMER WILL 2 x 3 CONTINUOUS EL 22.0 BE REQUIRED FOR SCRUBBER AS SHOWN. WET ::::::::::::::::::::::::::::::::::...:: ................................ COORDINATE ALL ROOF FRAMING WITH HVAC CONTRACTOR WET ►� ......................................... WELL WELL 4. PROVIDE 16, WALL MOUNTED ALUMINUM LADDER, No. 1 No" 2 FLOOR SLAB (TYP.) 2' WIDE, WITH RUNGS 8" O.C. EL. -4.50 FINISH GRADE .. r TYPICAL WALL SECTION AT SCRUBBER ROOM TYPICAL WALL SECTION NOT To SCALE SECTION 1 -1 NOT TO SCALE - 1 /4» SCALE DRAWING NO. DRAWN Rc6 N °Fr9c Town of Barnstable SOUTH STREET PUMPING STATION DESIGNED RAL AS NOTED wi aIAM �MARTIN Consulting Eng1,Wegmn neers Department of Public Works ARCHITECTURAL ' A - 3 Na.284138 O A CHECKED DATE A��F �IS_�E� �`` BOSTON WEST HARTFORD Barnstable , MassachusettsMAY, ONAS� rrr .,. DETAILS APPROVED 1989 ,� >� No. DATE REVISION 87443 r ' r - a Y: e P 8 -6 3 7 » „ �. - - - - - - _ 1 3 2 4 4 0 2 2. 3 6 1 3 r - 2 . r► 2 1 -0 _ 38 _6 10 AADDL. #5 BOT. _ f, M TYP. i 6 # 2 BO T. OT. 4012 TOP - r----------- ------ - -- ----- -- ------- ----r- ------ 1 1 1 OPENING , 1 1 i TOP„ » 1 1 ..BARS SHALL END 4 _ N 14 3r 5 3 0 M I I i �r 1 I 9012 TOP 1 # o 4012 BOT. _ WITH 'STD. HOOKS -AT 1 3012 TOP* M WALLS AND OPENI NGS I 1 M I I I 1 1 1 M 111 , II 1I # 4012 T&B5 1 BOT.BOT. , ,,. e z 1 - 1_ 301 2 TOP* .TOP OF SLA B } 0 1 1 _ Z 1 I EL. 4:33 d- 0 w 1 Q_ M , 1 1 I o _ o o I r I 1 1 I TO OF SLAB ABcr_ : L — N z EL: 13.0 A Q - o R 1 � I 1 I N" 1 ..Cn , _ W �- C 1 N I, 1 1 1 N I i N * " i _ O ADDL. 8 1 1 I o � . # 0 1 1 1 T H HA C J T&B TYP. i 1 I » i I G OPEN N Q N M , , — 1 OL ADDL. //5 BOT. �- ., , TYP. m YP. 1 i r � 1 401 TOP BOT. * i 1 1 2 & 1 # 1 6®12 BOT , I 1 I 1 ,/(40 2 TOP. , O i 1 i 1 _ C 1 Ej , 1 I E 1 I 1 M I t 1 1 501 OP 9012 BOT. 1 2 T , ,I # , I � TOP OF SLAB EL. 8.0 ,» I 1 • L-6 —6 I • 1 1 _ _ 1 R �t- 1 LJ I 1 t 1 I I � 1 1 _ 3 1 i t r 4_ --D --- -- --- -- —J — -- _ I , I ---t-------------------------i -' f1 " 4 7012 BOT. 1 1 0 1 _A A 0 # 5012 BOT. v _ t. o 1 2 1 I 7 » r » � „ 301 T&B 2 1 — # 4 12 0 , 5®2 —8 DOWELS 1 EACH WAY -- --J 1 TYP." ALL CONCRETE BLOCK _ . ( WALLS AND ' PARTITIONS SEE D , o 1 �.► B DETAIL DWG. NO ST 4) _ 1 1 _ � PLAN � p LA AT L 3.0 L 800 .3 3 6 E E . AND EL. 4 3 * TOP BARS SHALL END WITH 0 1 00 _ SCALE. -1 -0 ;,. 1 LE 1 4 STD. HOOKS AT WALLS AND -OPENINGS I i 1 1 1 EL. 8.0 4012 cn 1 J_ ., .. WATER STOP. � Q J ' ," 2 6 J , f ,f • 12 0 5012 a. 5012 F- f » f 4l'� ®12 1 0 2 1 0 # M' • _ 14 —6 24 0 • n ; 2 6 # T .00 PLAN A EL 22 i - t _ I _ _ _ , _ 1 - 0 5 0 SCALE. 1 4 1 0 EL. 3.33 , r L�J " w o 5 WALL DOWELS SECTION E E .. _ 1 = _ 0 2 8 o.c. SCALE 2 1 0 4 �- a 8012 TOP T _OP-0 SLA EL. 4 5 10 4 N 301 ,f _ 2 » # _ ,. 4 01 6 o.c. _ �v. EL: 22.0 # 4 6 MIN 1 3 3 0 10 EL 22. 0 , T.O. GRADE EL EL. 7.83 EL 22.0 # 6012 BOT. 0 12 _ o_ O 2 6 00 ., 2 COVER z .-. » z 4012 4 11 01 6 01 4 # 5 2 z #6 RE D. � # Q l ) COMPACTED . • 3012 ; � ADDL 2 8 _ # 4 012 # 8012 TOP - BACKFILL _ 0 0 4012 67-6rf LONG _ # o _ i 2 4011 _ EL. 4.33 OVER THE , # In V ; In I CO ER - OPENING 2 COVER d WATER STOP 1 0 EL 8. 2 6 12 MIN 4 I La # 3 COVER _ Y** 6 T P. ALL SIDES E . 3.33 1 0 ( ) G 10 „ L � , 5012 2 COVER # 3012 # 10 # , „ - 1 0 ** BARS SHALL BE 1 0 » FULLY DEVELOPED NOTE. SLAB AND WET WELL 3 COVER PLAN AT EL. 4.5 ,. I� REINFORCEMENT IS NOT „ , » INTO WET WELL NOTE. WET WELL REINFORCEMENT _ _ B - WALLS. . SHOWN FOR CLARITY. � SCALE. 1/4 1 0 IS NOT SHOWN FOR CLARITY: SECTION B-B SECTION C-C SECTION A—A SE SECTION D—D 19 _ _ _ _ _ - _ _ SCALE. 1 2 1 0 SCALE. 1 2 0 SCALE 2 1 0 SCALE. 1 2 1 0 NOTES: 1 FOR GENERAL NOTES AND SECTION 1 S 0.E , L 1 SEE DRAWING N ST 2. . FOR SECTIONS - AND 3-3 S I N . T= 2 R SE T 2 2, A SEE DRAWING 0 S 3. SCALE DRAWING No. Of �N M f.F.B. �qs DRAWN P s _ 9 F SOUTH' STREETPUMPING STATIONTown Of Barnstable AS NOTED i or WILLIAM yG N • S M.E.H. T ran FA AF DESIGNED nnA1�nN H Hayft Consu En tneers ttinq 9 De tment of PublICL. Works , STRUCTURALarST 1 No.28438 O DATE F R.H.C. a CHECKED � � �. K o E • . •. ss � � BOSTON WEST HARTFORD IONA' E. f�c. , � BaCONCRETE PLANS AND DETAILS rnsta ble Massach usetts MAY, 1989 ���, _. ..� ! APPROVED �`. � - 87 3 o REVISION - 44 N . DATE - t 4 38 6» _1 _ _23 0 1 3 1.2 0 2 - 8 1 -9 11 . 2 , - - - 14 6 > - 2 2 - ,_ o 5®1 1_ 9 2 4 4 0 3 6 -0111 EL. 220 c� # 2 _ o 1 12 - 0 1 _3 3012 _ 4®12 3 _ N T.O. GRADE EL. .- 2 4 6 6 # Ab # 6®12 # 5 5 # 5 # 2 6 C.J. 4®12 , # 5®12 ®1 7®12 2 Of #4®12 w ' 2 COVER #3 <0 # # 0 5®12 2 6 ®1 off _ . #9012r7 N . . 4®12 \ IN # 5®12 6®12 „ # 1 1 2 COVER 5®12 / Z#6012 # _ r 5®12 6®12 # 2 w : , 5 1 W 3 # ® 2 DOWELS 0 #5@12 ; 3 7 ®12 6 0 co 1 TYP. » N 9® 2 6 # C _ONCRETE FILL 4 \LL r » , » » , » N r- — _ 1 0 2 6 6 2 , 0 N i 9®12 ... EL. 13.0 N N 57771 5012 TYP., ® INTERIOR FACES EL. 11.83 2 6 , # 2'-0 - 4 ®1 2 0 5®1 @12 1 W w # 2 #4 5® 2 DOWELS .-. - > - 3@12 0 SPLICE # „ ,SPLICE , z O co co - 1 1 .. x JOINT SEAL TYP.. 8®12 7012 ( ) # # � 5®12 _ ,, _ # .� _ .. _ 2 COVER ter- r� 9®12 TYP. EL. 4.33 CRUSHED # 4®12 L 6 6 ' N 12 TYP # 5®12 .. STONE - 0 2 5 6 x3 8 OPTIONALC.J. 1 W /RSTO ATE P TYP » ' 12 » 2 COVER 2 6 ' 5@12 w 5®12 7®12 > 7C�12 0 # V 6®12 ' 2 COVER. — 4®12 SECTION 1 1 co # _ _ 7@12 CA 3 8 -1 #SCALE: 0 0 GE NERAL NOTES / # 6 C�12 1. DESIGN OF. DES N CAST-IN-PLACE CONCRETE IS BASED ON. 171 CL v ;. -THE_MASSACHUS TS STATE BUILDING ET TA E B LDI CODE FOURTH EDITION 1988. 350 83 ACI R CONCRETE` SANITARY ENGINEERING STRUCTURES , �. o 9®12 » # ACI 318 83 BUILDING CODE REQUIREMENTS FOR .REINFORCED � CONCRETE." o �n # 6®12 ♦/� a 2. ALL CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE EL. -4.5 T STRENGTH W # 6 @12 RE GTH F c OF 4000 PSI AT 28 DAYS 'UNLESS OTHERWISE NOTED.' 4 s®1 4 2 g k rj 3. ALL REINFORCING BARS SHALL CONFORM TO .S T. DESIGNATION LL F A M DE NA 8@12 C. M A 615 GRADE 60. ALL REINFORCEMENT SHALL BE EPDXY COATED 5®12 5®12 _ UNLESS OTHERWISE NOTED. 8@12 w, # cfl > - co 5®12 _ 9®12 _ # co 4. ALL REINFORCING BAR SPLICES SHALL BE AS NOTED -0N THE INDIVIDUAL » I — — SECTIONS WHERE SPLICES A NOT 0 NOTED, H T H DWG.. 8®12 .. 5 0 TYP. 3 0 TYP. E RE S ESEETE ABLETISD G _ - ., 5. ALL REINFORCING BARS SHALL BE PLACED AND NECESSARY BAR SU PORTS LP PROVIDED IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL EL.. 5.75 L•► 2 5®12 #6®12 INSTITUTE STANDARD . PLACING REINFORCING BARS. SEE NOTE 11. # 7®12 » 6. ALL REINFORCING BARS ARE TO HAVE THE FOLLOWING COVER. » 4-4 _ #6®12 � SECTION 2 9 2 _9 . CONCRETE CAST. AGAINST AND PERMANENTLY > „_ » ., EXPOSED TO EARTH 3 . SCALE. 3 8 1 0 W _6 MIN. CONCRETE EXPOSED TO EARTH .WEATHER OR WATER » ; 6 BARS AND LARGER 2 CRUSHED STONE 5 BARS AND SMALLER 1 1/2" , r # CONCRETE NOT EXPOSED TO WEATHER OR IN NOTE. FOR SECTIONS 2 2 AND CONTACT WITH GROUND OR WATER » #6 C�D12 3 3 ...SEE. DWG.` N0. ST 3. ; SLABS 3 4 / BAR SPLICES E BEAMS 1: 1/2 6 x3 8 WATER STOP ,, r °7. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3 4 x3 4 / / 1 x 1 JOINT .SEAL ; UNLESS OTHERWISE UNLESS OTHERWISE NOTED: E WISE NOTED OR SHOWN ON EARTH SIDE OF ALL BAR SPLICES WILL BE S SHOWNBELOW. WA' . L A OW WALL TOP BARS ARE HORIZONTAL B WITH 8. ALL EXPOSED FACES OF CONCRETE NOT OTHERWISE. SHOWN AS L BARS AT » „ T REINFORCED SHALL BE REINFORCED WITH 4®12 EACH WAY. LEAS 12 OF FRESH CONCRETE CAST BELOW. , r : 9. WIRE MESH REINFORCEMENT -SHALL COMPLY WITH A.S.T:M. A 185 T 8 2 .MIN. BAR LAP WIRE 6 MINIMUM UNLESS OTHERWISE NOTED. TOP BAR BAR TOP BAR T/3 [T/3 T/3- _ ;. . SPLICE SPLICE N0. SPLICE N0. SPLICE .10 , VI W ' PROVIDE LEAN CONCRETE BASE UNDER FOUNDATION SLAB OF WET WELL; T LEAN CONCRETE TO EXTEND 6 .MINIMUM BEYOND EDGE OF SLAB. 3 15 18 7 32 44 4 16 24 8 4.. 2 57 11. CHAIRS AND OTHER BAR SUPPORTS IN CONTACT WITH FORMS SHALL BE - 5 20 30 9 5.. CLASS C PLASTIC :PROTECTED IN ACCORDANCE WITH C.R.S.I. 2 72 - _ P.V.C. MANUAL OF STANDARD PRACTICE OR SHALL BE SOLID P. BAR 6 26 36 10 66 92 SUPPORTS AND SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER. 12. ALL VERTICAL CONCRETE U H: RT AL SURFACES IN CONTACT WITH FART . AND ALL TYPICAL CONSTRUCTION JOINT CONCRETE SURFACES I CONTACT WITH W H E E A ES N CON AC W T SEWAGE ALL BE COATED WITH COAL TAR EPDXY, TWO COATS. T X AT SCALE DRAWING No. F.F.B. ��.+ Di Mq DRAWN P S SOUTHTown STREET PUMPING STATION A. ti of AS :NOTED o WILLIAM G Works NDESIGNED � mn M,�RTINconsuinn En If1Nl1Department of Public STRUCTURAL .p No:28438 ST 2 R.H.C. DATE A F � � CHECKED o � • fs v �, s N BOSTON WEST HARTFORD r, /ONAL �. .. �. �\ rrtBarnstable , CONCRETE SECTIONS I t t APPROVED MAY . 1989 ,,j.��.,.._ .<�,._ ,.� a N DA�'C ION NIL w _ =87�443 r 4 33 _ 30 4,—10, --0 1 —0 3'—0 HATCH w OPENING ®1 5 2 Y _ 3®12 2 1 0 # 5®12 T P 22.0 — ;, 3 ®8 EL 5 2 7 3®12 ' # T.O. GRADE EL. # 2 6 # COVE R 2 E w , 4 N ®18 .. 0 4® 2 1 , 0 26 25ADDL . LL_ r7 w 2#5 ADDL. ( TYP. ALL OPENINGS) 0 # _ 5®12 5®12 210 M , 13 8 w 5 6 @12 6®12 5®12 ®12 # 1 3 » 7 3*1 7 2 -0 6 @12 3 _ 3 : w _ • • r EL. 8.0 EL 783 N N 2 » N 38 6 ., 2 COVER r , » , _ 1. 3 , 1 3 12 0 _ I 3 0 r cp 0 2 5®1 2 # I 6®12 # 1 3 6 5® 2 , , r 4 0 6 4 0 I 6®12 2 _ 17 I , # # # 5®12 4®12 # 6®12 2 ——— -------- I • 6 2 6 1 r 6® 2 o I _ Ll • w 2 COVER T V YP.' .. ( 1 6®12 @12 5® 2 _ . 5 M , .. # w O , r. _ : M 8®1 2 # ® 2 _ # k _ 6 1 _ _ `4 _ N 4r r I w 1 w 5® 2 LO o w _ o h _ I 1 _ _ 5® 2 O M # 5®12 # M CD 5012 _ i N . LyLn _ o 6®12 9®12 co cfl 6 TYP. c� r 8®12 ., .5 N # , EL. 4 _ N , ` N N ®1 4 2 ----- » COVER TYP. 8®12 _ w 5®12 6012 _ _ V 5®12 ®12 - 3 COVE 5®12 d- � # # # _ � 5 , # 5®12 EL 5.75 # , 5®12 I I ; _ 6®12 # 8®12 _ „ 2 6 N 2 6 6 CRUSHED STONE 1 1 # 5®12 # 6®12 22,-4 11 8®1 2 io _ SECTION 2-2 r SC i_ _ 3 0_ ALE. 8 _ w I N , I N = , 1 O I O _ I _ in O r7 I w I c0 N #» 5®12 6 412 .- , . r 8®12 2'-0 4®12 # M o -6» - . 2, 2 6 ' _ 4 0 F ®1 5®12 2 -6 4 0 #5 2 # 10 ®1 5 2Owl , 3 -6 4 r 6 @12 SECTIO N 3-3 _ �► 3 SCALE. 8 1 0_ 2 r I s NOTE. FOR GENERAL NOTES AND SECTIONS 1 1 AND 4—4, .SEE DRAWING NO. ST-2 SCALE _ DRAWING No. /�ZH OF Mqs F.F.B. P s . � . STATION DRAWN 9c SOUTH STREET PUMPING � . ti Town of Barnstable S NOTED oz WILLIAM G A N N s A sDESIGNED MEH o RTIN M,a1 t `^, STRUCTURAL YConsultin En ineersU I C r o r 1'� S T9 9Ha n WeginvinDepartment of P b S 9 No.28438 O Q, DATE RHC o c� CHECKED S� E tE 6� K► _.. E BOSTON WEST HARTFORD CONCRETE SECTIONS a \ arnstable Massachusetts MAY 1989 v t APPROVED 87443 _ .�_M ... No. DA � mION ��sn�«^�_�.' �. 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I � I - �-I, � , t,,�,l­1 ' I I . . �',_ ""; ��_'":��,��',-' , I �,", , � I JOINT FILLER ALUMINUM NON-SLIP NOSING , ` � I , ' ' 11 - � i, I I I I I I � I I I I I I . - 11 � I I . . 1.�:, �� " � ll� I . 11 � . . I � I . - _1 I I, I ,�. _,�',��,�'v " I rr,� I � . \ / I - � �­ I I 1� ­.-- ,­ !�_ ,�I�l I 1:�� 'qll. " � I I " I . __N.r__ - V­_ � �` 11;�, ," , * � I � �_f �­'14­11 I � I - ,�, I I I . . AT EACH EXPOSED EDGE * I 11 ` I ' , ",7�`��":�,--­_,� 1 � ; '�­� � I I I I � I 11 , �, ", " ,'�, �,;,_ , . � . I �. 1. FLOOR SLAB � 1". I � 11_' '' I -1,'_".� - � "" I , __ � I _ , ����,, -1- I I I � I � . ' . SEE SECTION B-B � I 11 11 r � I .1"l-1, _ _', , I 11 I I I I � I �,,�,"� , , �� I I I I � � I'_ 4 __ , ­n I , " I ly , ", I . I 0 . I 11 _ 1, ,� , ", , ,�, , I I I ,� , ' ' - ,_� � -,�,'�� ,� , � I �l z 1". I, , _ � , � , I � I WATERSTOPS TO BE CONTINUOUS, BE SPLICED BY MITERING I go . 1, 11 " I , , _, � I . I �_ � - � I '. 1 , ,­ I I 0 : .1 4,0 . IV I I I , I ,��4', , , - � i��,,� "`�.� P,� � . I � I . A : v A I �I I I 11 ;,��`�( ', '':,:_.��, : � ,'.I 0� ,i, I I , , � ", � �, , �_ � . .1 I I I �� 1, I I � - � — e�l I - I I � I , 1 4 , "", �� I� "I, ,I SUPPORT BY WIRING TO REINF. TO OR USING PREFORMED INTERSECTIONS.' SECTIONS , �1_1 , 00 . . ----N- I I I I I 1,- '' � , , " �� 1. ­ � I F . , ,,, ,� �,,,' �l I I 11 I 1 1 /2" I.D. ALUM. PIPE SCH 40 1 1 1 1 ,� , ': "I I � I /I . . 11 I 11 I I ' 'I I 1, "I�, 1,�' i i�,�l �,� �� 'j��,�, , -, �l � I 11 PREVENT DISPLACEMENT DURING GETHER USING MANUFACTURERS I,, I � , _,­ _ _;,� " ' ' I I - I _ � I I I I . I I ple I ­ I 111- 3�_',­ " - , I I 1- ,�, _,, , I I - 11 _ I I X I GRADE " I I I " "�, T, ,,� �-; ;""�,­�,_' � ,,, I ­ �. " I I I . � I.-." � ­_­;��­,�_ ��_­­,l _ I ,� " , Al '""', � . � I � < I FINISHED � ;_ � I, ­ , '' I RECOMMENDATIONS. LAPPING OF WATERSTOPS IS I " t- WA Ll 0 oit n - v , - . "" ,. ,� I -11 CONCRETE OPERATION. ALUMINUM, 'I o � I �" � I .1 "" , , �'. ''; �111�'I'l',� ;l - � I , I . I X I - ' ' I ��,,,�k""��-",�,'�'�l-"'�l :".I �,�'_,!� ,�,.�" 0 _� _� , ­� '� % ­ I I . 1. I � ," __ !".­ � � _ ­ - I.,�,,, I I � I I < * 0 - � . I I .I - I , < . I ­ 7 :," I'll I :114't. I- �_� �.',� I ­ � I . I -Ar - I NOT ACCEPTABLE. _" x NON-SLI I 1­1 1 i 0 1 1 1 #4 __/ 1. GRAIDE � �:��-,-�7`�,` .;j� �.,��­ � 0 ol , 1, ,� 11 ��,� � I :I , �_ , 1 . " . I 11 I . ____7_ IV I I I 1� ,e 1, , 1-1 llll�� I I _ � � 1 , , , �,", :,.,',����: , I_ 'i � I 0 ,4+ I I , , " � " , ,- ,:'' ,''I >< NOSING 0 0 � I'll, I I 1_.­� "' - ,� - � l ­ . 1 I I I I— - I � I � , �:,�'�,-__t, " , � I I JOINT _,_� I . I I I I ,, B B I :i � I'll, 11.1 ,� ". 1.�,�,­,'':,":--,,�,_ �,,,, I I . I I � � "I � ,11 I I . 1 1 /2" I.D. ALUM. PIPE x 1 31p 1 00 -44 . . 11 I . 1 , -l'-, , - � , " I � I - 0 1 � � ,,, -, -,.- � , � :­ , - I I � , � � I ��_,I',�� ,- �' 11 - . I . -k--- � .4 . x I :2 Z',3-#4 p ! 1. I I I ,. '1�11 �,��,���,',,�,,'�����,-,,,,,��"""-�- �, , I I I ,--I I 0 a I � ­ I I�'�,,:,- 11 ,� ��: �, 11 I I MIN 0 1 1 � ­ I SEAL I I I I I %, , ,�1 �l I - �� I I SCH 80 (VERTICALS) It k I ( .)T � 1� I 1,,i I I ,!�-;-�,!r',,��, -, ", L--- --- . ­'��;_1-2� ­ ­��::,;-:-,_'; `�_ , ,�­l I I � I � r I I I - I T&B I . , , ,�,, � , � - I . � � ------ -i >< I 1'111� �11 � 1, , I I � I . * � WALL , 11�1-i: .44 , ."". - " , ,,,�', , , I , "I I I I . � I I , ,, i�c_ � I I . x I - . � � � � ,,,, , �"";.:��:,�,�� ��.�, ,�"-�I �l �, � 11 I ,� MAX. SPACING 3#-6vp � 0 4, 1 . '�,� � -�,�" ," I I � , I , , ' ' I . 0 1 0 1 1 1 ­­ - � - - �,_ .1 I ,_ " � I I � I I , I I - "'­1 I�,� , � x I . �,,�, ,,,.,: , -,,�, � ,� _ I I I I I I , �_` I KEYWAY . I ",-, .,,�,, ,� -, I I , I`- �1 . I 0 * I � I I I � , ­­ � _1 �. ,", I I lal �.11l I I N 41 , ,", _ ,, I - -SLIP I . I I I 1. . � � � ,-, I ����,-,-,,,� , �, , ' 10 �1� 1 . I . ALUM. NON j I I x , . I I DIP a � . 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I ll­,�:_. k'� .' �;:� , - I I � �,: � '' ,_11_ " - '' , ` " , I I 1.1, '' .1� , " L ,4 ,�� 1�.. 1, I - I I ­,­_ . I �,,, 1, i 11�11�1 I' ll, 11 I . . . � . SWO 00o,000140oo I I , - " : c:," �� I I ... : ­�''_ ' i , ',�" " , I I -I . I ""'o"'o"� :;;� � �, ,'': " , . � �,�,,,,,�, . - I I I 00 � L-0. - . //-TOP OF CONCRETE EL. � - _j ­"_ 7,11. 1 1 1 1 - � ��, ­ - " I - . 'i I 1� -, I I . 0 - . I I I � � ; '­ I'll- 11 �,� l I �'l"� ,��, I-,,i I I I I I � I I I � . � I 0 .0. .1 0 -v . I 1 . : �. �l � I I ­­ ,�l v''v 11 ,­ I�l i i:1 ­1 I I 11 I I � 0 0 ,* * , - . I I I - I I � -� �:,�� ,�, _. � � . .q 4 I (0 I I I - , �_'_ I �,­ " '. � 1 1 /4" ± SHIM 0 -.--�** 0 1 . TYP) . -1 I . . � I I " �11 ",-,; "`�� �: , I . . 12"MIN.( I � 7 � , I , ,�� , � " 0 , � , ;, I .. I ;�' 3 16 v I . � 11 � :, I',:- . , 1�1.11 ,', , �, I " I �l I I *� - .: *: 0 / I TYP. . I NOTES: I'll �� �, -1 :�, ,",�,'', ,� ;� . , I 0 , I � '�_ �;, 2 � I I , . . 's'. . � I 1, I �� -, 11 I ", - �,," _ 11 11, I -REQUIRED I I � I 11 I c_11;�1._.", "I'_� I I . I � � , 1 ".� I I AS 0 * 0* :. 1 /2','.0 S.S. . � I I I - I,, ", ':�,,,�� I � ,�.­, '� , 1,, I . I ** � . I I I SLAB REINF. , #4@12" � I 11 11 � rll � ,� I�, ''. I I I I I , � � . I I I - ­ I I . I - ; , � [ _ - n � � I - . ,. � I . � I I I 11",�,�� "I I'll �1,, "!,`,�ll,''. ,j ��;"�, � "�, � 5/8"O S.S. EXPANSION ANCHOR BOLT 1 . ALL ALUMINUM SHALL BE ALLOY 6061 -T6 I I I 11 I 11 I I I 11 � I 1 , 11 I 41'.- � - , 1� � I I � � I I ��, � . I 11��_;�, ��, 'I',�l,I I f . I I � I . I I �_-,-��_�-�:�, �",,�,� � �!, - � I ALUMINUM STRUCTURAL SHAPESSHALL . I � �� , �`�� �,, , , _ : � L3 " 6x2 1 /2xl /2 PLATE I �,,� ,� ; I 1 /2x2 1 /2xl /21I @ 2'-O" O.C. (2 REQUIRED) 2. 1 � 1, - � ,, - '' :�;� . 1 I I I I � . - I I I ' . I I I . I 1� ��­__,,__:" � �!I.,:,:,� 1:, I .� I I � I I . , � �­ I ­ ,� 11 I ­1 ", - ­ I I � M TO ASTM" B 308 * 86 "17-- �­ ­ � - , I _ .1,1� ,� /,","',�,"', i�'. -, I - 1� . - I NOTE: . CONFOR . . . � ,�, I I li ' 'I I ��, - � '­ . �, I I � ­ I I I I I I I I I � � �z I I . . I I— - I w �, I I I I I . . I ' ' � i ,��, ,I , lll?�­ , I 11 I � ­ . . � . � I I ' ' �' ­I ,-,��".,� ,�,�� ,�, --" I I I I . . . - I ,,,, I.-r .- I", 11 , ,, I I I I . , , 1, _ I D ,IS TO SUPPLY ANCHOR 3. FACES OF ALL ALUMINUM IN CONTACT WITH CONCRETE SHALL BE, I , �,-'-' ' _ I " I : , DETAIL 3 SECTION C—C I I MANUFACTURER OF EQUIPMENT FURNISHE . � _�, - � � , I I . I ,�, ��I � I � � I . _ , � ;�,3­ . I I I . . I 11 � : f , �� 11 "l)"' ,� 1 ', �,� _­ I - . : ­� !'''ll , I � I � . BOLT LAYOUT PLAN AND DETAILS AS REQUIRED ASPHALTIC OR ZINC CHROMATE COATED 11 � I � I,�.��, .I I�2,�,;, ", 4 � __ 11 I I I ­ " 1; ," I I �,� . I I . SCALE: 1 "=V-0" I � 'i - ��, � ­� _� , � �­ , I I TYPICAL REINFORCING AT , . I � I I � ,� _ � ­11 ��111,,_� 11`11,� " �. �I - � I I I I I I I I I . 1.1� ­ , ", - �� ll��,'1;1-o,l I, , . I 1 _1 � : -1 , :�_ � � �' ' r, " — � ' I ' '; �,,,,'A . e., I � . I I - ­-1,1 �� . I I I , _1 ,�:_�_ C� ,�,�,', , I . I � I � 1 , I — A� , -�� - I - I I I . � I � ­_ 1 t­ ­j,', , ,, � , ,, , , � :. , I � - I TYPICAL EQUIPMENT PAD . '' I ,� ,'�:�,� r� ,�,,,, � I I , _ z,r � ­lll " I 1� . ; I � I - -1 .1 -- ,,, ,�, , _"i .;Ir , STAIR DETAILS � PIPES AND CIRCULAR OPENINGS . I ­1 '' ,- __ ,��­­ 11 11 I I I . . I I . I I.,,� ��'_ — �, ,",".1 , , I I I � I I—— I �� , . � I I I � " I 11 ,I , "", ,� 11 I I �le � �rll e I - I � I _1 p ... . 1 , 11 . I 2 I I I I . "I , �:�� e - ", " ­­ I , I I I ­ NOT TO SCALE � '"', - - '_', - , I I I e I I I I I I . I , I ,�;,�� ,: I ., I SCALE: 1 "=l -0" I I NOT TO SCALE � I I 1, ­ 1 . �,­ � ; i ,�_,, � �� I � � I I I . : I I I � I I I . � I ­1111 I ��"`,i�'11�.',,�" 'I �",;�,�"",; ­ 1, . I I I � I . 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I I I am ' - r� L I L I 11 1, I i -11 � _,., 'L'­,,�,��:­,�,�",�',�_,� I � 1� ) VALVE PIT T_ - I - "',,�'L L� I , I - .L---L- SLUICE GATE SIZE .HEAD I , � I �, ­, I I - I - � I TYPE OF , TYPE OF TYPE OF L � - 1.1 "'i 11'1� I I I I --------- - 3)= I I � . I ,�i,,'_ -_ I I I . I I L , ­ I . I , , . '_L, �Ii ,, I - - - � ' I L I I., : I I I , I � "�- "" , L i . , ­ �il", � , ,�;,��"""i, "';,��,���, , � , I I L I I�" .I L I I 11 I L I I I NO. I (ft) . THIMBLE , ' OPERATOR . . I I �, , � I � ­_�� '. , I - I . FRAME I I - , , � I �;, � I I I � I I GATE - , I , I "I I I , ��I'll L �`,-_:­,!" "'.' ' I I - L I I I I - L I I . I - "::�I���, , , L ,-" , ,, -, "I, I L I . . I I L I I I I I � �� _L�'�­' ��"­ �'��­ ,,��-q �'�­' ��"­�"�­ . !, I I - . - I . _ �'�­' ��"­�"�­ I I . . I I �1:1" ­'­.4 1, il r. - , " , I I i . I I . I IL ' , , ,� , A '' : I I PUMP NO. 2 . � 1, 11P, 1, I 11 11 I "r- I I I "I I I I ", I ,MANUAL � 1:1���,�,:, i, , I ,- I � � --------I - - I I I SELF I ' ­ ,L� 1, 1:1���­�,:,I � I �-­ :,� I ,, �, I , . - I I L SG-1 24" x 24" 20 1 1 , ,:�1""�� �1, 1 ­7 1 1 IFLATRECT. STAND. F I I I il , -1 7­ ,- ;: � I � �_: - L', , L I- ,� . - � I I I -_ Ji � F I I I I , UNSEATING I L . I 11 . L'1�1, . I . ," ,: I C ­ I, � L I I . I � .I I I - I , I ��",,L"�.",j",�� I � ;:,"', -�:_- L I I -j. t_ I I I r I I I r _ , �',�, ,�' I _t_ I CONTAINED OPERATOR . , l,- , ;_ -", . I . ­0— I . I L . ...... , -" , . I I I , , - I I I . - I I I I I "I I �I 1� . ,,I ,, � I L I . ' I ' -' �­ 'L I I I . I ! . I I . .7 I '',,,�r'.;��',�',",,",_,�,_",,_-;�L� "I".. ,, -, ­1,1 I; , I ��. I � � I I I 0 1 SG-2 1 4" x 1 4ot 20 FLATRECT. STAND. F SELF SEATING I I I I � �% I _,L _ '."� I',!- � : I I I 11 , , ","', " � , I " I I I L . I L I L I -', I I ;", ,,, 11 I I I ff I I I , I . . I � I I �',� ; ,,-,,,,,,-,:,­,,_ ,�,�,�:�, I I I I , I I I , L D - I -1 CONTAINIC-M � I 1 I I . , I : ,. � - ) - J,���:"t, ''r ,_ � I 11, ". � - I I . ,:�, , , " '' �,�`.�" ,j": , ,: ,�, I . 1, . L� I �111 4" GUTTER DRAIN I I . . - _. , ,1� I � L I I a_ (SEE HVP-1) s � � MANUAL UN , �?: I I 11 I I I - _ " I I " ' ' . I - I I 1;, , I � , ,* _ ;,--, " � L , � , - .1 L . 4 DRAIN I I I � , ,� i �:� I ,,,L-�'L,� ,,,�,,,�� '� �'�_ ! I I I I I . I 14- I L I I - I I ' �, ;,,_ � ,�, -, 'L L ' 11� :� :r . I I . . I I I I I.L � r -��_, , _!,.; : ,�, � : 1".-, I " I I I � I . r I L L L I � : �1 , � . I ,,� "' ��, - . I I . PUMP NO. 3 1 L I I I . � I I I , I '' _'_ , -1� , ",I I , . � I - � 11 I � ,l I . 1, 1­­­ I . ---.L I I I I I , I 1,1�1 �, _," �, ,I_,""", ,_ ",-, �i:_ :,: . L I . "Ill I F , I � L . I I I I � 11 I , , I 1111-1 'I, ,i-T, "," ,'. , 11, - i I LEGEND . L I � I I ­ I I 1, - I . ""i� " ­I�� % r I I I ,, I'll, ,1 I . I - I -.--*-- -_ - - ------ -- — - . I . I . I 11 I I I r . I I L ,� � I � I'i;,%��,L'_F�_'­ , -� �� ' - 1��, I I L 'I., . I I I I I I I 1, I I ­ I � 1�_:�­�'­­'' -�� I " 1 6"xl 6' x8" TEE ____ I ' I L I r I ;,!"',�,,,, , ! � ��LL:�',­�' ,;11 I I r:,,:,3� ,,' 1 . I I I 1. I I L MIN= . � I ' I I I I ,-� ��,; 1,4_ , � ' 'L, ­" I I I I st 1 1 1 L I I NOTES: . I e ." I L'I .1 L L "" �I 11 � I -die— I I j­­;;,", , '',L � L " _, L' ' � L " I �I - I I I 1,� � - ­ �,,,;�, 1"'t, I 11 I I I I I - I :' � �,,�- _:'� _�i' � : ,L' '�, I I L I - I 11 Y­­ -_ "I l,-,,,�1: I_' : , ''I L L. , ,_ L . I I � I . � L . I I 1: L ''I .1 -� ,,�,` I ���,­-L L �, ', '' 'L L L� e', I W (O I L I � - � - . I I I 11 �__� I �­,�­ I I I I I I L I M J (TYP) I I. . - . - I I . , I I I -I �, I r ,, �l',�:`;�"`�` L��:! � � � � 1�,�� �, :, , I I I I " I I I I L � I I � I I 1, " : �L. �"� I ,i': � 11 I 1:" � , I � I 'L � I r' :,L �L� __'i­,,.�,`, "'�i"��: L I I I I , I ' I I I � '- I , . I'Ll I ET WELL NO. 2 � I " I IN THE HYDROGEN �, I� , 11.1 , " � I I I . I r-) L . I I - :, I I , _ ''; I L I I . ,� ,:�', jL '' - ""' ­ I ,I I I I I MIN. 1. ALL PIPING, FITTINGS AND VALVES -�:";:':�� __ , " I . I � - , -_' ­ ,'�j, " , ­. � I L . . I SIZE MAXIMUM , �:_, ,",'I'� - � I I - . I I L , , � I L I L . " L ' _ �t ,,, i� , �I,, 'i�� 1' L�' . ': � - I 1 /2" PEROXIDE ") . I I I v I I I I _11 l - � _�,il l�l,,' , �­ I �,��l;_�"­�, L I L _ . I I I L . I PEROXIDE -SYSTEM SHALL BE 316L STAINLESS STEEL. ' - , "I ;`., �,,,_,,��-,_`, " I - ___ � [,I L TYPE CAPACITY TDH D[SCHARGE SPEED HP , . REMARK r 11 I r ," I �',"�:"' ' '!��:�:��L:L­­ ' . L' � �L�. . I � ".. K��__ 1, , , _,', �:11:1 IL 11, I I q L I I . I L r I D ' `� �i��,,:�� " �i I I I L PIPING SYSTEM SHALL BE , CLEANED, PASSIVATED 'AN ,',:�,: -` �ill,I" '' i,"� `" :", "I ", I I I . I I I � I I ,�, 1, I '' �'_ ­11­11 - - 11 � 'L I I / I I L I 11 I I � I � . I I I I - L I I - I ' I I-- ��'L '�;7�� "I CL�"�`: : � � L L L I E� I L I I ' , '' � 11 �11''i'�1'ie` ,,,r � � - � I _T 1% F I I I . - BEFORE USE. ALL VALVESL MU � , ��L , I I I I 11 I . ,A I CHEC I I I I I � I I . , L, 'L�. � (gpm) I I (ft) I (in.) . �_ : ,L (rpm) i�I" "' ­� ��!'i ,� _ L I I IL � I . I - I I L L, ST B - - ­' �, ­ I'll I ­ , , , ,�, L , i L . E , I '' 1, "�", , K �1' , :, I �I I I I I I - L I � I I I I I I I I I I I I . . . I., I ." z", "", '' -, 11, Z, 11, � � I, I� I I I I I I - I I I . I , .I, I".1,, _ , ': 'I'' � ,I I I I . I , I - _�'_ ��" ,� - l�, I I I L I - � �- "",�" �: ,- I I i, I . I I I I . INTERNALLY VENTED. PROVIDE "TEFLON" ENVELOPE -11 "'ll-*�,� " � o­ , ��, ­," ,�, � L 11 I I I I L P.) L . I I l I I I , I I" I I� 11 , , , - "',''`11'ii�'.,� , " - 11.1 � ,., ''I I I I L' -1 I . - 9#-6" 8" CASTING (TY , I I I �_� L I I I I � I L � L r operate at I I I I - 'L L- � 11-111, ''I ill � 1 ,, ,�, .�, �_,, )", , ,�, ,1­ IL I , I L -1 - N. I I I . L' GASKETS. . I I I I I L ,� I L 1, 11 LL ly'' 1, _ _ '_ �, r� �L ­ � I L I I " 11 ': L :,"Ll _ L I I 1 8 L . I 1, .>',,_?,�, ­ '­ , I 11 ', _ I I I . I SUBMERSIBLE 2300 L 110 I I . . I I I I I I I , - �, - I . L I . I I I I �� _", `�, � I : I I I . I - , I I . ­ 1 750 ,115 1 000, gpm I I I " I., � L I :�:r; ­­ r""L i"_j" � I - "I � I FLEXIBL I I . I . . L I - I L I L I � �, I , 'L r' ,i,� I "�, ,_ L , L I I . , � . ",'11'�, ' I 1-1 1 I L I . I I � I I I I , i, , � I , , 1, 11 I I I 1, C 11 1, �'' '�L_�"�_, '� _ � : , I NON-CLOG L I L L I I I I 11 I L - "";_--,i,.-",_"'�', ll� 111 I 11 1. I I . r , � I I I I .1 without � I I I I " I :, I -I Ir I ��,�-�, L���,:�,,��".� ,�':��'� ,". ,�', , ' _� L I I I JOINT ' NOTE: " LPEROXIDE To L I . L :,� - �li� r, �­,',,��� '' " , L �, , I . - CONNECT 1/2 1 1 . L ,�ell �,!,�'_�,:""l�::" , L � �'l I L " 11 I I I i� , . i��-�',�:,�-_'-�__'_`l�_:, L'� _ "'L �_, I I I- ­­' ' I � 16"O FM I . L ROTOMETER ' I I , I -1 I I . 2. LOCATION OF CONTROL PANELS MAY BE ADJUSTED L L��I " : -1-1�"�' _' L� . I; !��-j:", ,�_:L" �i��, t . I, . 11 I I I I . I 11 I . I I L � cavitation I I I " . I... � �� I . . 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NEW HAVEN',, CT.HOSE r HIGH WATER GS, 12" O.C.7 MANHOLE RUN TH QUICK A 06E'E EL. 18.0 FLOW M SM ER CONNECTIONSr'DISCONNECT ETER TRAN I TT'PLUG VALVE 1 1 2" SUMP DRAIN 4�GUIDE (TYP.)TO WET WELL 4�EL. 10.67 16" PIPE E= ------------ -EL. 13.0 EL. 4.33 EL. 12.0 SUMP'H-3 2"' PEROXIDE 1 /2" PEROXIDE E 8" PLUG VALVE PUMP MODEL S3—SA3 OR EQUAL 2017 WYE 1/3 HP, 110V SINGLE PHASE ORT GPM @ 1750 RPM NOTE: ,TDH 22 FT 16"xl Cx8" E E —2" IN WIDTH.SLIDE GATES 2A5,6 WI LL BE 2'INTERMEDIATE FLOOR PLAN EL. 8.00 ER SLIDE GATES 1 & 3 WILL BE 2'—8 IN WIDTH.I1/4" ll—011 SLIDE GATES TO BE 1 /2" THICK. CONSTRUCTED OF , POLYVINYL CHLORIDE, CLASS 12454—B.SECTION A—A SLIDE GATE DETAIL PIG LAUNCH AND BYPASS VAULT NOT TO SCALE 1/41' 1 P-0 . .........NOTES T CONCRETE 5000 PSI 1/2x2 1/2xl/2"L 3 EL. 22.0 STEEL REINFORCEMENT: ASTM A-615-79, GRADE, 60, 1 MIN. COVER.F DESIGN LOADING: AASHTO HS 20-44 EL. 8.0 COMBUSTABLE CONSTRUCTION JOINT: SEALED WITH 1 " DIA. BUTYL RUBBER OR EQUIVALENT.GAS DETECTOR EL. 7.83 MANUFACTURER: PRECAST ,MODIFIED PUMP , CHAMBER PC 6 x 16 AS EH-3 PEROXIDE OTONDO & SONS INC, REHOBETH, MA.FEED 5/8"O S.S.CONTROL EXPANSION ANCHORS STEM GUIDE SG-2 EL. 12.0 GRINDER 1 /2" PEROXIDE DETAIL PEROXIDE 1/2 3/8"00 3/4' LG. STAINLESS STEEL BUTTONHEAD 21" INLET EL. 8.0 BOLT NTH STAINLESS STEEL NUT AND WASHER (TYP.)I m III,SEWER S G IEL. 4.90 1/2x2 1/2xl/4 WELD TO 8" CHANNEL L 2 90* �LBOW L 3x3x3/8x6 LG. -DRAINAGE PLATE, 1/4 HOLES, SPACED 2", ON CENTER 45* ELBOW EL. 4.33 BOLTED TO 8" CHANNEL INLESS WITH 1/2-0 STAINLESS EL 8.0 BUTTO'NHEAD 3/8"O x3 3/4" 'STA STEEL BOLTS REMOVABLE COVER PLATE STEEL BUTTONHEAD BOLT BOLT 7" 'RADIUS+ I2 1/4" CLEARANCE*\—BAR lil '-0 LATE O BE 3/4'(SEE DETAIL AR 2 1/2x3/8 CLEAR OPENING BAR 2 1 /2"x3/8"1 /4" DRAINAGE . P CLAMP WET WET _1 0tv WELL I - - DEEP NOTCH RACK BARS 1/4 WELL low IA SG—2 1 /2 xl /4" 3" LG.NT. 1 MASONRY EXPANSION AND WELD 1"xl" BARS IN R CLAMP1 NO. 2 NOTCHES (MAX. 2'—O" 0.C. TYP.)ANCHOR WITH 1/2"O 8C -4.25 EL —4.50 STAILESS STEEL BOLT FLOW MID.) BAR 2 1/2x3/8 FOR CHANNEL DEPTH 3/16"xl "O STAINLESS 60' WELD TO RACK. STAINLESS CHANNEL SEE STRUCTURAL CUT TO FIT STEEL .WASHER 3#-6'9 —6"5' :RT WI INV[ STEEL NUT 12" CHANNEL EL.=4.33 MAX CONCRETE FILL ELEVATION SECTION 1 -1 L 3x2 1/2x3/8 1/411 ELEVATION BAR CLAMP DETAIL 2xl .NOT. TO SCALE ANCHORS-10"± O.C. NOT TO SCALE BAR RACK, DETAIL "DRAWING ' 0 SCALE DRAWN RCB S AS NOTED Town.:' o f , B a rnstable. OUTH STREET PUMPING STATION ILLIAM DESIGNED RAL mn A. , MEcHANICAL .CHECKED wAm M 2�Contuftq EnIll No.28438 De, partmen f o f Pub I I c W o r k s DATE C ENN MAY , 1989 e s LS-IST BOSTON Ba' r'nsfable '- Mass- ach ff 0, us DATE I REVISION I � ,87443 L ---- �--- __ ,,_______,, .. _. ._r, .___�.,.�w___.-`- w...��w.,�..�..._�.�.��n___. .._..,.,..>m._ �._,_�._ - _.,"..,.__. ,. ,, � , ,._._.. �_ r . _ , . <. ,. 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SLEEVE 1 3 4 / '•�.:`=.•. .. LINK SEAL-TYP. n i •. . V N I I0 OTH / :., ,. E T LLAT N B 12G. GALV. 3 DIA. WELDED 1 MUFFLER l , i T SIDES -12G. GALV. . --- -1- _ -: :. �- ,-i�---�,,��I­1-��.li"�-�",,�, ",'- ­­ -------- f » INTERLOCKING SYNTHETIC RUBBER SCHEDULE 40 r 1 STEEL PIPE 0o SLOPE LINK-TYPE SEAL SLEEVE CLOSURE L-_ .. WALL THIMBLE SLOPE DOWN . » & FITTINGS 6 MUFFLER PIPE :. . PIPE •., WATER TRAP AS REQUIRED ••4• -...d• .• - - INSULATED , , - - �, ---- FINIS ED FL00 3�.,,,�',�. . , H R �7;�1 1 ' ''Y _, r"i DRAIN PLUG . 3 FLEXIBLE „ : : SECTION I KEEP PIPE CLEAR » "1l1 I' :' . S ii ��i!`,,,,�,r1 TI� STAINLESS TEEL 4 ( 1 3 4 / W W OF COLLAR PIPE SLEEVE WITH 1 . WALL PENETRATIONS BET EEN WET ELL AND ` DRY WELL; I .. FIREPROOF INSULATION WATER STOP AREAS SHALL BE CAULKED OR SEALED GAS TIGHT. FLANGED CONNECTION PIPE , . M ,. , 1,. _ i ,_ _ „ 2.: USE LINK SEAL OR APPROVED EQUAL FOR ALL WALL ,, ,.. ,, PENETRATIONS EXCEPT AS DIRECTED BY ENGINEER. , . 3. CONTRACTOR SHALL USE WALL SLEEVES AT PE ET A IONS. ", . N R T MANIFOLD j t . t, :. OF H �. ,, . M FLER EX AU ST t EN GI N E EXHAUST SYSTEM WALL TH I M B LE D ETAI L TYP ICAL FLOOR SEAL TYPICAL WALL SEAL . T 0 SCALE NOT `TO SCALE NO T L T ; 12 GAUGE GALVANIZED STEEL NO TO SCALE . ( ) NOT TO SCALE :, , TE.NO AS ,PROVIDE EXHAUST SUPPORTS STEEL CLEVIS HANGERS FIG 100 EL MANUFACTURED BY CARPENTER AND PATERSON, INC OF WOBURN OR , > APPROVED EQUAL. SPACING OF SUPPORTS PER MANUFACTURER'S - , ' ,.: RECOMMENDATION. . ,,,. ., . , T f ," ,• - _ , .,,. 4;r _ P D ,, .,: , ,,,, 1 SPARE INLET CAP E ,. 6 VEN T WITH PLU G , . . ;. » . .,: 1 1 2 FILL LINE l / METERING 1 /2" 3 WITH LOCKING CAP PUMP FINISHED GROUND :. : : V1�24 MAN AY : SURFACE ,,;.. 1/4" S.S. LINE TO WET WELL . . .. 5 ,, _ , :. „ , , ." , ; PVC OR EPDXY COATED STAND - , 1 BYPASS LINE T ,' . TO BE MOUNTED. AND SUPPORTED I A - '. w ON WALL U BL VALVE BOX ADJ STA E z r. r w 600 GALLON H 0 2 2 „ 2 : , , . ,. . -, . (n r - STORAGE TANK / Q O ,I a t O 3 w , , GATE VALVE - 1 DRAIN ,� 4 0 O. D 4" WATER MAIN N ' . x SIGHT GLASS 1 S.S. LINE FROM H 0 2 2 - - - I - - - 1" FEED STORAGE TANK FLOOR , �n, .K . , :,. ,.VALVE VE METERING PUMP DETAIL TYPICAL GATE L NOT TO SCALE NOT TO SCALE - 3 . - UICK DfSCONNECT ,, Q -i , . _ _ I . » INSIDE FACE OF 1 FEED LINE; WALL TYP. STEEL PLATE F.F. ( ) NOTES: FULL GASKET E A , - 4 BLIND FLANGE I ,•. 1. ALL PIPING FITTINGS AND VALVES IN THE HYDROGEN ,I , PEROXIDE SYSTEM SHALL BE 316L STAINLESS `STEEL . WELD ;;. ;: DISCHARGE " .. PIPING SYSTEM SHALL BE CLEANED,. PASSIVATED AND 4 _. , N STEEL FLANGES W/FLAT FACE HEADER . 3 CHECKED FOR _LEAKS BEFORE USE. ALL, VALVES MUST .. B I T Y VENT PROVI TEFLON NV OP _ E N ERNALL ED DE E EL E GASKETS: - - - - - - - - . . :. .. " i , i n _.- _ , >. , 1 TYPE 316 S.S. , 2. SEE DWG. C 3 FOR DETAfL OF CONCRETE 2 . _ ., ., / A i PAD FOR STORAGE TANK. WEDGE ANCHOR W/WASHER, GRADE 6 SCH. 40 DRILLED IN CONCRETE. ,. STEEL PIPE , . , - a ;, GR T �; OU I.�III)I�:I IIIII IIII.IIII�-I , �-_ -,I� -.I__,_k"_:,,,_ ��I I ­ ,1-1�1 I i �I,�-­. -­- I I,. I � �., II .1I I I I..I.I I I �I.. I-.7,�.11. t_,I . ,I �,.I- ­ .I I - I .I 1 I1 1 .. 11 I r I �,­I� �-1�,�, I I -��­-_1­.4I..-!� -�r%,�,�I. ��..I . I.I.1,.I 1I 1I-.I-: .II,,I I I I I I,I�1.---�_�_�_,�_�_I-_,,�_��I -I I"_r� T N SUPPORT ," A K I I I�I I1I�III"II I1I.I III II:I�II"�II'II:II I,.I,1 I�-I I I-_"�.,I;i �-,II I,1I I. I­.. �, ,,,� ��.� �I�-.'.,.,,".�-.,,,. .I:-%,I 1-;,I.4,"�,.I,_.6,,.,�I___1_�4%"�I, _ �_ ` : 1 " DRAIN PIPING i . . ,,: a 4 - _ - . ,1 N P R I T K T . HYDROGE E OX DE AN DE AIL PIPE SUPPORT �,- . . . . Fr' T , . - NO TO SCALE NOT TO SCALE %,. , '�. „ a : ., e y ,. ..:`t-:• ., -. - - - , .. is ' -. .:j , , ,. , - ., rv: ,l. 1 e .:. , i f M CALB .. .. , , F. OF F. B. H M S r DRA1rNBarnsab - q W o n O e. : _ S NOTEDr tiT f A SOUTH STREET PUMPING STATION o WILLIAM G u, n. : DESIGNED RAL ,,:" s n inners Rrl Con ultin E -. _.t R M A N 9 ", r _ De r me t of u I is o k „ 43 a t n P b. W s 9 No.28 8 p DAT'F _ CHBCKED �, � � o E S7 _: - G BOSTON WEsr HARTFoxn MECHANICAL DET�AI LS SS/0 EN f_ r n s s s Ba sta ble Ma ach u etts . P OyED MAY 1 t, .. , �.. I I. �II I­1­..1 L-.,I�_,1,-.­I- �1,_�, I :11:.1!,."-�-.­I- ­�I I ,I�,�l�­-.�1I 1��I- ��II�­�.I�--�---I-1I,� �-I".,1,I I�I..�.I I I­;�I� -.tI ,.� , � - REVISION AP R , , - 87443 , ,,, No. DATE . , , . ._ I,-�-�.1�',1',�,,;-�!,�.l r.el,e--,,,",�'­-,���:�I�­".,,,.-,�_,,I:�"­-',,­,�I,I,�1,'�1,,r I�:,i2,�`r:',;���.­,I.,I4.I'.,1�,'i",,,,"-,",__�I_,'g-,,1,_'I %I �I�, ri : _ -I1 I,�I. -III ,� _­ �t . _ - .m-..-•---- _ �- ��--_________,__ .. - _ _ . ., ' - .; , e` 1 :: - - ... , :: - _ _: � w �.i .. , ,l `;: a : - ,. ' I 1. .,:.. -. _ -. - ,. 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EF-3 .. - , i, e � ,_ - ..x . ,: : --'7 ... >- - ., ,. . - - ', ., .:. - j . - .: , 2 DOWN TO „ „ . 6 W HOSE BIBB. 1 UP TO HOSE A " GATE, OUTSIDE :. 3 CW 3" W 30 .WATR TO EL. -4.5 LAUNCH I1 1 6.-,-,6:.I�,,1 I I 1II.�Iv 61I I-I1..�I1II�6 II�I.�1.,I.1I 1I�I.�.6 I1II II6 1 6 I6 II-1-1��I 61I.I�II.,I 1 I II�.I I6.-:I�.I 1_I1,16 I.I..6 I,L I.1 1�-_I I.II.I 6.-I'I 1,6.II I 1 1.I.�I--.�I I I 1 6I-1 C�-I ..1.�.,.I I I...�:.I�-��I-Ill.>I 1rI-.I 66:1,.I 1:.II1 3 1I.16I-I._II6I.I1-�I,1 6..I I.II I...I...\....�.,..I..I_1_11_1I1 1 I1 111.1 1,/.6 6\/I 6_�_I 11_.I".�I 6_.NI_. ._��61.6 I - -- 3 " . 4 /1 1-1/2 CW - . 1 HW / MET WELL NO. 1 1 { . j 1 PUMP N0. 1 ,x `4 1 ,. -- -- - - ------- -- - -- --�- --- _ LEGEND ECTRIC HOT c� DROP 0 -} 1 _ , - _ ATER HEATER HOSE B IBB 1 FAN SCHEDULE . , : , , . , ----- - - --------- -------------- - . ,. ,, -- -+-- ---- fi COLD WATER :: ' ;, ELECTRICAL ,;: .I ai I `x o_ I 1 FAN REMARKS 1 , H H - - - HOT-WATER ; No. CFM RPM SP HP P Z `. ,VALVE VE PIT I :: EF 1 680 1550 .10 1 10 120 1 60 INTERLOCK W LIGHTS . , n.. . . PUMP N0. 2 GAS DRAIN 1140 .5 120 1 60 EXPLOSION PROOF 3 -T EF 2 450 :.. n GUTTER INTERLOCK W LIGHTS . GATE VALVE ;; SEE - 1 2 CW & 1 2 HW 4 D/ / LOSION PROOF_ � . �; i i EXP * - 0 1 0 � 18 , EF 3 45 1 4 .5 120 1 60 DETAIL) UP TO SINK I , f T R OCK LIGHTS INEL W� CHECK VALVE 1 PUMP N0. 3 _ * EF 4 4000 3 1 2 5 208 60 . EXPLOSION PROOF G.H. 2 o �, # *. HOSE BIBS . .. ,. , » „ : . � , - I - ..'..','' - " 1 _. ,7 4 VENT UP 1 1 2 D I . ,, WET WELL N 0. 2 ,. HROUGH ROOF'_ „ FROM SINK ; * SCRUBBER FAN MOTOR AND AUXILIARIES MUST COMPLY WITH THE REQUIREMENTS OF 2 GAS UP f PRESSURE REDUCING VALVE GAS 1 1 z D FROM SINK I O N. AND ALSO BESPARK RESISTANT. - ,.. r A CLASS 1,"`DIVISION 1, GROUP D HAZARDOUS LOCATO „ _ , . , . 1 „ „ NOTES. 1 2 1=1 2 / „ 1 W UP TO BREAKERS. H E. vENT UP 1. ALL HOSE BIBBS SHALL HAVE VACCUM 5. PROVIDE 20 FT. LENGTH OF 2 OS :. , SCRUBBER „ , THROUGH 2 DRAIN . _ A HOSE REEL 'CAPABLE- OF HOLDING - .., :., V , ;, H UST SHAL HA E R OF 2. GENERATOR INTAKE AND EX A L , 0 FROM SCRUBBER 20 FT. OF HOSE. - STATIONARY LOUVERS WITH OPERABLE DAMPERS. , .. . , ! 16 FM 6. ALL PIPING AND DUCT WORK WILL° BE ,I ,. . PROVIDE ELBOW FOR ADJUSTED TO SUIT FIELD CONDITIONS. ,Y _ „ _ .. .. - ' t 4 .. R H AIR DAMPERS SHALL COME WITH 1 D DISCHARGE TO I 3. ALL F ES ;.a 5 ., L - - UBB R TH PUMP S I THE SCR E AND E R OC D 7. DAMPER N GUTTER DRAIN. IOPERATORS SO THAT THEY MAY BE INTE L KE -;. ,,. r - -: ..,,i., ,. .:'A HA ALSO BE IN RLOCKED , .,. ROOMS LL TE ,, WIT AN EXHAUST FAN. ., : . H , _ ; -. WI H EH 4 , T ::, ' IIj . ,��,,,I�-,�,"'"-.'' - - A H S FAN SHALL � � � �, . � ;I -; SECTION A 4. EF 4 THE SCRUBBER FAN T ., U R. 'u, , :;,� BE SUPPLIED BY THE SCR BBE , . w G a DRAVYIN N _ _ :,. nr. rl : ,, ..:..I N F M ,,. r. . , � DRAWN s ., a s U STRE ET P U M P IN GSTAT I O N . ff �� 9 Town of Ba rn s table S0 TH . , „ r , r ti o ILLIAM G W N . , r _. DESIGNED RAL a M ARTIN_ � A is Consul n Ent N_ _ � lic Wor s _ � earo �� uk ,.:. 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I � � I . - , �,`�, "r,.. �. � I ' r I � I 11,��, - , r , �,-,,- _,,�',��;� I r, � , ' . � OXIDATION & PH CONTROL DETAIL " I R r r ' � � 11 I � � 1'1�1 1 . - ,"�� "�',_ � . , 0 r � I � � r � I � I I . � I , I I , - " .,� , I I I I r I L��,� 5��"%! _� r,I r , " ' _ , I , I I r � I r I I I I U AIN � I I I , , - � , �, "'.'r ,:", , 1 _ �� - ,_ � �,_' ' EH #2, ELECTRIC - 3 - - - , 240 - - . 10,24 EXPLOSION PROOF ' I r . I . I I I � I Y INTO G TTER D I � � ,,, , " ' Ir. " '�' " � �,� : _�,_� 2 _r, r I,- , , I I I : I I I - I � �: r , , , "r­ , , . I " �:j � � I I . � - � I I . � - I I � r I I I I I � I . , _�,�_�� A a', to I - �r�r� � ', EH r #3 , I r I � I I � I I 1 . I � � r NOT TO ,SCALE I I I r I I I . r I I I I � � - I I ­ I " �, 700 j A, . I � r I � I �,�": � " ��' F � I � , I I r � , r, � I I � 11, r, I r I .1 . I I � r I � ICAL I I . I r I r, � , I �� uv"401'1� 00 :x 7 I I I . I 11 1 r I .1 " r I i � I F. I � - I I ���­'- " - _*` �_Ir. "4, j� ,,,,,,,,,,r , ". :r '- I I � m - . I - I r , "I , ­ I I � k I . . I . I . I I 1 � , . I I r HOT WATER HEATER ----on- I - I I ' r , ' ,r:4 , �1­�­'r ",�"f;­'�, �,""_��,�'nj"� ,�,� - , I r I I I I � I I I . I � I � I r r � - I I I - , lkij" ,� : �4 il r, �'r I � r I I � . � I . - . 1 1/2" DRAIN _ : r : I . � � "7­�, , , �; 1�'� " ��,�' � �,:', "".."r",,, , , - . I . I I � - I r � I I I r � r I , '��,�', ' ��%;_��:�'�r,��, , , ,�� " 1 I r I � � I 1. - "I ," , ,� , . _,'I � ,- _� 'r ' � . . � � I I I � I . / ­ �r , ,. , . li� 11""'t�_f, ",, 'q,'r� . ,�-, ,:- ,7:� ,, "Ik I,-, , � , r : , LOCATION OF EH-2'S SHOWN ON DRAWING M-2 I . � I I . I � I � - I I I I I � . I I r I I I . � , 'r I , �it; -:, ' -,- ,'�_-,­' ­ "� , , ,, , , I � � � I . I : � - I : I I I - � I r r,I I I I � I ,, I�� ,�j " . I I I I - , ,,: �......: - � - I � I I r I I I : I . , ,t,2 1� ; 41 Qo� ; , I r I ", - " �,_ �� , . I I � I . I - I I I � r I !,z � - , ,r ,�_,:­' , ?4I � � �,_r : � � , r I r � 1� I I I -1 I I I I I I I I I r ,� r I � I I D I � I . 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ELECTRIC: UN11 EATERS MUST BE EXPLOSION PROOF AND SUITABLE FOR CLASS 1, , I I I , I � I � I I r . I I I �� �1�� Ij I I '. : I . 1 0A00',,,,� ­­ - , , I . I I � I r I I . �� ,, - � ". ,�­, �. � r,,,,r_ ::,`�,I � I . DIVISION � � I 11 I I r I I I r � � r I I I I% � I 11 I I I - r I I I � � . I I r 1, .� I I �!: , �, �j�,, '"' , ," - :, �"�' r , r � 1� GROUP ,D HAZARDOUS LOCATION. I � I I I I I �, � I ��� � �%_ 0�0Z � - �"_ ' , , ' I I I � � I I I � 1, . : . - � I I I I I � I ,. I - , , : "L" ' ,� , : ,�:�`r` I 1 kv, , - 11� � 1, � r -,III �r I I I I : r � � r � .1 I � I . I I o , _,�_ ,, � ",_� , r f_� I ; ", . I ' r I r r . DETAIL OF ELECTRIC I � r; - 1� I ,, , - �`" , , � , I I � - . I � 11 I ,� - r r . I � , 1� 11'' ,�,��,r7,,� - ,'��­ ' _ "�,���.,r,,� ,,. ," �r " � r � I I I I I r I . 11 I - - r I ,r �. 11 - I I I . I I I I � r . " rr � " - I I r I .r . r � I I ,,� : " ,' �', , r I I I � . I 11 . . , I :­� .,�� "­ r , I , ALL HEATING UNITS WILL BE CONTROLLED BY AN INDIVIDUAL REMOTE THERMOSTAT. I I I � I I I I � I I I I I , � I : I � I I r I I I 1." I'' . , '11 ." � ��' � " I r 2. 1 r r r - r I I ��' :,"_­r��­"'�, ' ' ' .,; I r2 � �, I I 11 - . r HOT WATER HEATER � I I I ­ � �', �� ,,�i ,� ". '' ,­ I � � . r I I I . i � r I - - I � , `� '_, , � ,,, _r , � I � I �1_ I � � I I � � I . I I I . I � r , r , I I I I I I I I I � I I r . I I I � . I I 'r , � , --4 Q A, I I 1�1 I!", ', - I I ,'r I : � I � , I - I:, , � _ _�!:,.__''�� 'r,,:�". "", �', �� �, � : 1, I I 1� I � � . I I . I I �: � �� ,:�� � , 1 2 , _ - _ . � ,_ , , I I I I . I � � � I , I . I I " , .;,. I� - ' r 1� - I e I � :, I , _4- I � "', , I .1 - -3 SEE SHEET M-2. I I I I - I I � � I - r I I , � I . e r � �, , r .�, , ��_,: r�I 1 I r 3. FOR LOCATION OF EH I I � I I I I NOT TO SCALE , 11 . I � � ­­, "_,, ':­ _ ,, � ' � _�� ,� -: , I . i I I I - I r I - ,� � I r I � r . I I r , I I I � I I I I I I r .1 I . 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I wrrq -rar-, Ag<,I4 - s�-� I , � � I ! � . I I I J1.1 � I � LIGHTING FIXTURES I . I I , EMERGENCY LIGHTING SYSTEM - 12 VOLT OC I I I . I I I 11� I 1. I I I I . I I I 1k:I . I I I I I i I . - - F,5,�-a""5,142619 OY . � . I I I I I I I � —_ ->e0k4;r I � I I I , I -_ I g��e,��-fr,IC.Aci, e-efulp, r� 11 :� I '� I I . I I . . I 1''.. . I .: ., , I I 1., I I I I I I I I I I I - - - I POWI�V- C--dP- A . -��O� � I I 1. I 11 . I ,I ,��, = WALL -OR CEILING UPPER CASE LETTERS INDICATE FIXTURE NDICATES HOME RUN EMERGENCY EATTERYUNIT - I I L.0C_,b--rI(2t,j _j 012 S � � . I� I - � I I A14D ARROW HEAD IN . 1, I 1 =6 , I I 1, . I I I � I -rr,-L.r--P I-4 o�J r-- c,ex I I . -1 I 11 I� MOUNTED LIGHTING . A"PLIANCE BRANCH CIRCUITRY TO 2DA-IP CIRCUIT - . I I I - � I I I I � I I I � I ­ I . . - I WA- 1-1, 19 1 1 '_ I I "I I ,� F1 FIXTURES I �_F I CIRCUITRY CON- OTED OTHERWISE)-- ,I I I I ,� I I�I I I I �I I . I � ,.: SUBSCRIPT LOW., CASE LETTERS N . I I i, . I I INDICATE SWITCH CONTROL ASSOCIATIONS \ CEALED ABOVE I I I � I . 11 1: , I 511--io* rt-10 am. . . I 11 .1 I � I � � I 0 1 I ES REQUIRED � . I I I I 11 I I I � I - I . -11 ­ I I - SINGLE REMOTE HEAD � 1. . I � � � IN 0, I-1,,:,t 1P I I � '.I � "I �: � . I �I I� � � . .I I I I I I IN PANEL I I . I . I I I � I . .5rF_eL- ("000. _' `AV. I . I I I I I I 1, I - - � I / I �. L-A I� `11`;r LIGHTING AND -11 I I I -­ - I I 1 79 1 APPLICATION OF ARROWS THUS: ' I 4 4 1 � I . I � I -1-1 1. I I. I I I I � � I I �'.I I - 12 1 1 1, � / - _ - I �, � .I 7� I � I . ADPLIANCE BRANCH CROSS MARKS IN . . I I � � 11 I \A — I I 11 � iL� I I I I �,kl4i)�ot,6�(4r-,j:-:� V6-rku. ft'L47w) I ; ��, . � I I � PL US GROUND. I . I - I � I . P V4 P . \W14 � vqf : , I, I vl i I 'TRY CON I . , , ,�, . U I \ CIRCUI - WIRE . . - I _� I , , I 11� , � � I '., 2 1 1 1 1 41 T SHOWN I I I . I I I "I � . I � . 0\3 1 -9 - I,� �I, -I� I.,�, I I \\ I GROUNSDINIV"N"Ori I I DUAL REMOTE HEADS - I I � I I I - I I � 11 j S C-421JCleaT6 P:61117 011y rofl�egA, L, 6�t,h .01,6-roe_ ;, 1, I I I I .1 I INDICATE' LIGHT OUTPUT O'F I I 1� I F I I I I I� � I ''I I . � I I , ­ , I I . tj I GHT I NG 4 O I I -r.t'X I I. *e,t,L-;1�A/) . . 11 I i I" I I 11 I . I -I- I I I DIR2CTIO4A'_LY ORIENTED L I HOME RUNS ARE INDICATED THUS: _�� I �1( . � I I ��(:�, ik�L- f_-Lt�-riz-14:-e,15,� E�fulp I 19�71�11_� 19f,:� I 0I 11� 11 11 1� 1; 11, ._ , � . I I � LIGHTING AND ILL2 - 1, 3, 5 , PLATE I I I I I I I - � - I�111 I 11 I I I I FIXTURES *'I,;\- _,A\__� I � IL I 11 � 4p\ WITI414 -FAI,� ,1�-e,r-,4, I � 1'� , I - I� , APPL N I I . I 11�11 - I . I "T174J1I1:5r_M_Mf11? 1?�,( ervo�ewo,::�;-��) .1- � � � ,� . I I - - I I I \ . \1� � , I I 11 11, I . SHADING OF FIXTURES THUS: I " I � � ,� I � I 11 - 54ACLILI ft -2,01,rA&45� .51 1 1 11 I ''I 1� , 1 i.: I � . "LL2" DE140TES PANEL DESIGNATION, I . I I . _." -rI,0 4. -ro %, -, I I I � I I., I I I . I . $ r) - OXAVI-Ir �a,& 41 1 1 1 1 �� .1 11 I I� � � , — 1." -, RECESSED EMERGEN I I I ' 12A,M 10 + 46-r (:�e_w0Pil4&-fiEF_L9 0,Y­A0c,i411A:r,T � I 1.11, I 11 11 �,, ,. . . I le, � . 9 en "I, % 5" DENOTES CIRCUIT NO.", I, I El I � I Fpg- *N"- I I 11 - I I ., ,I - . I I . INDIVIDUAL RUN . IP. CB'S IN I I L IGHT I .1 I � I . . :I . I _�I 411 : - I . I � I -rw I4�,. . I ."k I I /r_�N FLOOR MOUiN1TrD - INDICATES FIXTURE ON EMERGENCY TURNINC DOWN SAID FANELBOARD . . . . I Ie�A( I I \ A,q 0 ,ii�a vi W 6-o:-,--), � I I I i ,_ I � �� � I I . 'I�,CU 7 T � I I I 0, � " 1, I I �",� � � I , � . I I I � I � � 1 I t`& .LIGHTING F I XTU)rS I I IN�__% I . I I I I . � . I I - '� I I I .., I I I I 'I � I - I � I . I I , I � I I I � I ­ I . I I I - I I I I . � , 11 . I I - I 1 I .1 I I i I . I � I BREAKER CREATER THAN 204-1P WIRE - . � CY WIRING 2 CH AND I . 1 <0 1 ,; I 11 I� I I 1- � : I I I I . . TRY � � . I � . "I ,�, I - . - ' .11 I �. I I�'I � I ., I- I - I � INDIVIDUAL RUN I SIZE GREATER THAN NO. 12 AND C014DUIT I . 1 1 11 � I I I FU M R V A U L"T � I . I I 1� 11 I I "I 11 I li 1�, ,"11,I'��'. , 1� � , I I I 11 . SIZE T - I , I � . I : ­1,, 11 I I 10-0 POILE TYPE LIGH71NG I TURNING UP GREATER ,HAN �_ � UNLESS NOTED OTHER , . I I I I I I I I � � - I I -- I "..�, . . I ,/ � I I� I . , I I I I \1 , , 41) t,RE I NOTED I WISE , I I I � . � , z I I EQUIPMENT THUS- I I I 1 I I ": ,::�, :�, I , : . I I -"\ . � I - I . I % I I � .1, I I � I I ­ I . I - 1, I I ), I � I F I I , � I I � I ­- , I I - I I I - ,- � I - � I I � - - - � � I I I - I I I � ,_ I 11 I � I I �� - I 11�I I I .­­ �1, I I� . 11 I- � - ______ _. , - I - _ ;:__r�� . ' ' I . I I I , /I I . . ; � I I , I . I � I I 11 . ,� - i I -TAG SYMBOLS �, � . . I I . � -111,�­ :,�, � I 11 : I 11 I I I I I � � I I I I I I I j� . � I I I I 1 � 1�il � I I I - RECEPTACLES I I . � I 11, I I I i --r 0,�,�le- � . : �:�­' 11 � � WIRING DEVICES h. 3P � , r;71-re,-� �,x, /107 I 1, I -i I I 9,�­PEE C 00 I �,,, I I � . i I I G I . I � ,�­­ �11 "'� I I � I . - � i I I � I 11 11 I I I '' 1 __ I � � I I I I 11 11 ;I - . --- , I I I � I I 1, I � -' � ��. I " I I . � I . 11 NO. 4, 1 !'D. 8 GROUND i I I - I � . r 1 49 \ "I ;r, I � . � I - � 4 . -� �/k�L? w4s�q 1 1 �1, � I I I � ; � I . I ., I I ' ; INFORMATION IS ILISTED�JN THE TAG I 11 . I I I� �I I - I I I I I NDARY FEEDER . I '­1 - I I i- SECO, I . . I - ­ I'll . � . . ,� - ­­4 ­ ­ -I--­­ - I __­1____1_­_:_-_-,----,­ - - ­ I I- ­__... 11 1. � - 717 - —17 - 1_/ 1. I ,,�i��, ,�:j,, : ," . WALL DUPLEX 15A/125V, 2P, 3W, GNDG. NEMA 5-15R I � I SYMBOL THUS: , I . I �/r(�7� �f 711 L:�77� 7 I iin7ti�—�T//i—E�/7�C�Y//i—��-(,IL—::�))—)�-�I ��p��'. /_ � C_ P- 0, 11 ,1 �,,, ;�., �� " � I '' I � (�)7_ :� \ - "I I � - I I I I TAG SYMBOL � � � , �, , - I � I � �� , I I I .1 I I I I I � I/ I ' � � I I I I 11 . ,� I I I . . � . I I 1 3 I'll, - I ,I I � I I I I . I I I I I I I I 11 , I I 11 � - I I I \_ . MOTORS AND CONTROLS 1 . i . ,�I I I ,�O.,o I 0 _­�<� ,�' F_1',IPTY C-,:�11`�C>UI_r . I 1�_ I . 11 I - 1. I I '' � lw- I,;-, �� � - I ('r-(?) I I I � . I , - �.�, ,:11 ."; � I I . I � I I I I . I I �I �, I - I I . I I �I - ­ �1 . 11 - � � � I , -, � ,;,, I I � I I- . . - � � I I- I r 11 I 1 . . I I �I 1, �NUMBER & SIZE OF - ­ 11 '� C01-J0Q1T5 �=OW. " . - I I , ,',", I_�­­,i I� - I I � - 11 I I , � 1`1 � � I- 1. I I I I - I I'll, , � . I- I I FLOOR DUPLEX r- I I I I I I IT* � I F / / . . 5r=C:UP_I_r1( Fr__e0aP_ I �, 1, � 11�.v!' ' �,� I I I (i) q . 9 MOTOR I COMPLETE INFORMATION FOR MOTORS IS I I I 11 CONOU I I I �1, 11 . - I 1,�,� ," . ..��., ; I ,,,- - w V HAc_,-s,A-L-_H LjcDr::n-6 I ­1 , � 7 11.1 � � . . I I I I " I ­ �..,:'14.�; , � ,­ . I I I � � ,�.� j I- I I I I . CONVENIENCE OUTLET , INDICATED BY APPLICATION OF INDEXING , � I I . I I , , "' A :1­�,�- ",1, "- , I . .' I � Ai � ;11 (TYPI,C.AL FOIZ 3), 1 I � � , 11 I"�.:�,�­`� I I . . " . � , I - '. - .I �, � I ' ll I I � I � TES RECEPTACLE WI /a 11 I I 11 � .1 0_,�, I ," 11 I �, - NJxTioQAL I I I I I I 11 !,� �� ".e- ," I I I INDICA I �� � � � . I I I I� � I I" , ,i... T ir C.;, '.,� — I , , � I � - SEPARATELY WIRED. (HALF CONSTANT MECHANICAL EQUIPMENT I 11 I I . I �, " � � .7) - � I I I ''I �� 1, � I 1: - , � 11 I I I APPL ICABLE NOTE - -;t I � � I - I . - -, Y, � I I I � I � � - . I I . I F_ -- I 1, I . I 11 1, � � 11, . 11 I 1 I� I . HALF SWITCH C - I - I I I � (:�jLj,kRr-> . � ,,, I �, 11 I I ,,,,: I COMPLET � .� . 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I I I I I I ,4 -, -�1"-,-,�;w I . . I -1 I ''I I I I I�11".� - I I I 1, � � "600" OR 1. +N" ETC. 0 , (, _- I � z"\"1_ I I I .,� - ,?,�. - . I , I I . �` STARTE M "250" � -.'2" 3"'!'3 . I , . I , � to ;:�qlz 0,�6,�,-r�,I,�At, I .0;` M01291oz. C,01�pNke, L-01- �P_�&r � I I ­1 , :� I . . I I I . (-) SWITCHING DEVICE I I SYMBOL THUS:I ' . . ".. M I�EW/��W "I V coocmm KIT PC)�Alo \/NVL._r 0 ,.':,-,-, fl , , I I ;1 I �,I I I ", I.; I I Fz�-1 ?\/6 C44JP[JI_r �m,��_) � �, � . I - � 11 I I � OVERLOAD SWITCH) I I I INDICATES VOLT- INDICATES "2" POIL E I - . I �',� ,":� � �":, I . I SHADING OF SYMBOL THUS: I I i . I � . � L',' . �I I 1, I I � � 1, I �I 11 � � . . . I I I ��z . "I �, I I I '. "I I -� I . 1, GE ' . � 11 11 I ,­�, 11 I . ,,, I I I I I NEUTRAL, ETC. I I :1 4 " � - I I ", I I WHICH DEVICE IS � I . 041 � I Lror- m i I ", ,,�_,_ " � , I I I - - - I AT -3" POLE. 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I'� I I I I I - I I -I :��`:,'_ , , 1�1_ ��- ,,,,I�:_,'_',,_i � . . � LUSH FLOOR I - I . - - - I .1 I I I I I I I I .. I � - :", ,�:-,P,�;`,,t I , I � : , , . I. ''I I I I I El I . I I � I I I � I- . � �_� I . I I I ".11� I ('1,1� ,� �I - -,�,�,��,,�, "- � I I ,"' ' I I I I I , - � � . JUNCT I ON BOX . I .L . . 'I I I 11 . o -_fl --=4_1 1 � UNTED � " �, I I ,� -�', -, I .1,11, I I I I I . I , 6e,z-r,&.0 -1-M 5'a L6 ,:�4A4 Is! I 0, ­rq e ,:r7,�M erm, w-;;f � � I In— , . I , ,� i � "� , , :�,;11,1,1 , W�O,U� r ,Ij I I �, , I-�1, i 't, 1. I I � I� --, cr% 1�0 - - , � I I I ,��"" , I I I �,� ,,1�1` �:,� I " ,,,, , , I I I I . � , ,I I � ."-" ­ 'I- I I I I . I _ _1-4r 9g.AWIA65 r I .1 --- I 1. � � - I � �e, ,��-"�:_,- �. .� I I I I 11 I I4of kFPe*g,_ r-,�f-:: , 11 --- 1 I I I " NOTES: TRANSFORMERS 501KVA-IOOOKVA , ­ � � I I J, ! 1 I -1: '.�� . I I I I I 1 20 � : . --- " : - I 1, I - : -"�'�,, , I., I I I � "I I "I - " ,,,� - I I � . � � I � It , 11 i z I I I I I � � � I � 11 . I I I ' �,� I I �- ,.-1 � , , . I I I .r�,�­ �-, I FREE STANDING JUNC- I 1 5U64 e7,,(M�,�5 NF-P, OOT i�cj,vL)Ie,? -ro r�gmt-r I I ': --- I GROUNDING , --- I I � r, I :�,�ilj ��J4��,% ;: 11�­',� ' ' I I I I I 1 . Concreteto have an ultimate Strength of 3000 PSI after 28 days and to be , , , ,"',". , ,"i .� I I - I I I STEEL � . � * I , � �I j, 11, ­1 �­­ __� I I i I .# .. �. " i, I 11 I ON . � I I " . . I I I " I I I . � � -1, ' ' , I . 11 . I I ,"�Ii � 1.;�r.'i'��' jl 11 I , I -re -rtalo�K 1_0 �35, MA I I I I I vibrator co . � I I � I I - I ,� .�_-I I I I i_�', I ,��, ,''I I ­�I I I 11 iA _?-Pea 9 r-, TN 1-I4r-, J�11�-Wr . I W I-- i, BUSHING !01 � � � I . I 1, ,,, 11. ,!� I � I I I .1 � I . . � I I ..� - - - � I I I � I �'_ ,i �1.11� i I I . 1 . . .0 I � "I I I- �I 11 ': ", � , ,�� � I - � FROM FLCOR I ... I gv-,. 145iH 644��66> �0?_ 1,41S F,15��a 0 . -_ I — Lj I � . 1 2. All reinforcing rods are to be plac Sces ' ,7" I - � - ;I .� . I I � 69' r � , .,�Do . k7r�^. REQUIRF-0. I � "I , ,"' ,�:�,_ I I I I I 1 6" MIN 1 .9 . 1i ; 0 1 , I I I "I j 11 I I I �,I' ',, - I . . I-" I I � r , I I 4 b ,-, 0 1 . I 1� o, - .-, , - i � 11 . I -rk -_�,-,ape, or- A,pizie- I,, -ra w Do-69"Ilqvv � I I . I I e,f*gt , 7 6�,d locco, 4 ,P,000 . 14 , must be deformed type, intermediate grade new billet stock. , ri ,�,,,��� I I 1, - I j ow.?) ..� ", ..9 Wje-;v I <SEE SIT ' I I � 1. 11 I I ��. . ! I � � I I - . 1 � I I �11 .�� ­ '. I I . i . ; � 1 3. - A steel trowelled finish shall be gi aces'.',, 11 - E 11 I I . I I ,I I I I I W1 PgAwideA-e, ,O-r�e,lz -r4AI4 ­rl4r. ­-,,<m6a, I I I I I I ' I I f � 4 '. 11 1, � I I I I . AN - � r,,,,,, I 1, . I I I 119-0 -,�� , I- - : ,, I , , � �, , " . I ,.-11 E33M WIRING TROUGH I . I I I 0 1 11 CRUSHED,STONE 1 �,;:,i 1 4. The tops Of all conduits shall be flush with or below the pad' surface. ' , �, "f - 11 1 � , -1 �, I, �_ . I I I I � . . " ,; I 1.1- I 1. 11 , i �I e7_r. � . 1 I cgwovloc,W(= I �, I . I I " 1 I �, I � � i-,, "',I �� - I 10' copperwel uty , ,- I I . I - j . I I 11 d ground rod, � a heavy d I I �,�', , � . � CA-b - , I �, I ! I � � � . - --I I 1 E$ov"_�4 1 6-we- __�-00.4/1P j3*#LF_,c*j D. UL ­ I � -11'i ­ �,,� ' I. I � , i, , j " , ­1 � i., A I ,,, I . . .41 ­ I I . 11 I I g round Cl amp (Burrody CP6426 orequal ) and al Do length of #2 bare cop er _:'� - I I - � � . � I _: ,_­­" 1,�, ,,, 11 1 , � � "I I ,,, I I- I - I'� - � - I I ­W�wEwnocou_ ,,, I ' p 1� 11 I ,� ­', , ,,,, 11-­�,: I I I � I I I I I - �'. I 11 14k, - I I I ! .. I - I "I 7 strand wire must al,led by�jhe developer., I .� :,�` I ;1 I I 11 ,� � � I � I , . � A j I : I I r I I I , , , , . � . I I 1-1 , I I �I I . I 1�1 . 1. I I " I 1, I I ,�,,� I ' , ' , L "the locations , I 'ZiLl ­ -:'- I I I i N151 'PULL BOX . I I � I -, ' - I I I . *6 The develo :� I I ''I _�, ­­% I � I I � I I j , . j _-,, � B/4"'Abi-0- Gt4l).Rov I 11 - I . I I I . � . I I � I � I a r, . I 1, 1� 1 I - r � I . I I � I I 11 I I I I I 1,1�i I - I I . I p I I ," I I I I -— ..---.--- I � I I I of all conduits prior to forming. I I I I .�,,:41 ''I I - I� __ .. ­ I I 1 . � '' I I I I I I I I I I � � I � I I I I I I I I I : I , " �:,._''q�, � � I 11 I I I I ': , � . ,- �, � . I ­ - I I � I I r 1 I I I �' �, � "�,,,��, I 1� - I . ".. I ", ", 1, I I - -_ -_ . . � � 1, , I . , , i , � I 1 all be done in accordance wi th the� "` I � , - , " ; I 1 I � I '. �I � - �r, _,; I I I I . ­*'_-� ; . I � � � I I d- I ,!�r,, ­ " ��, I., I ., I . . I I � - HANDHOLE DETAIL , ,", tric Company Underground-Resid ribution System �'�,� I 1z �,,� ,I ,:� . X, 1,�, � �i . - - - A� , I � . ,, I . I I � 111'�, �,, I , I I . . � � , 1�1,, , � I . I . . "I I� � ­ I , I 1 . .I I I� 0. 11 �7� e i 1 . I . . 1 I �,, I �,� � L I 1 1 � I : '. . . � �, I % ";,","', I � I I I I ­ �_ � - , � "�,� 0 . . � I � 11 , I � _,�� I 1," I I 11 I I I I, -, ,,, - I I I I . � i I � . � � I ,�, , . I � I ,. I � ,'', , I ­ . `,"�'_T, , I 1 ,. I I 11 I I . � - - 11 : . __ I ,, --------------------6- -�, , I I ­­ _111 .1'­;­2, �, ,,, :, I � I -­,', j . .- I 11 ­__ ­_ I . I I . 1 �4 ��,,,,,, - � I 11 � , r e I I . I . -, :-, _.- - - : "', - �� , I I I . � � I _ 11- 1-11 . . . ­1 ­ I I V___�� -1 ' - ' � � I __ , I , ., , 1, - I I - I . I I � 11 . ­ I, . �I I I I , _,�_, I � 117 1 1 �,.,I ,_ I'll I I I I . � I C-0 .I.--,A--\ . . ----­.-1. __-­. 1­__ --_�-�--11� ,, , ­z; � � . , __�__, ., ' ­L 1 � I. . I I . . I .1to4CZF-7F_ _�PA- D C�ET�io,k I L ;�", �111, I' ', I I I . I I I I 1� �, � 111`1� - �� . I .1 � ­ I . I I . 1� , 1: ... 1�_,� I � I I � I k_�)_ . 4 — , . �,­ � I I I I I � � I 111 I 1, �,­,_ � 1, I � I I . , ",_ Ir . 1 I I � I � � I � I I _,:,11�4_', , I - i I " I " '.." ''I' ' . � . . � . I I � I I 1,;�, 11 Z., . I � ,L_, I I ­ I I � I t I 1, 11 ­ � :1,% ''L -, � � , �r , I I i ,1��� I 11�1 1 . I I - -_ ­ " - , I ­ r ' �, I I I � " � I I . � I � I . ' � 1�ii"' �, I , — � I I � . �1­�� , I I I 1, I — ­ i I .11 I I SCALE � I . DRAWING No. , � ''i'i, I I , . I I -11 ­11 ,,, � I . , ., .� I , .� � � -,\A OF 41, 0 fr, r' ,��!',� 1.11 � I I DRAWN , 1�: . I ,� � I , 11� � I , , � I—, I I ' ON I I -i 11 I I � �­­ 1 . I � . Town Barnstable SOUTH STREET PUMPING - STATI 1 �. ; '­ !_ ' . � I 111. 1 - . . 11 I I I I I , _,­ I �I JI I I �� NONE t WILLIAM. � - I I I � 1� ,�"',i�,� �'�,�" , . I i I . - - I I I F I . I I �. ,� '���,_;",-��,��,��-".��` I I I � � �" I ,— I , � I� -4 - I � , � �11,5 1 1 0 . I lm I- ,;q "I ,� I I I� �7,I . I I I I L I � 0 MNRTIN to Consulting Engineers � I I i � : I 1'��, "i I . !��,,41,"':�`,",, I . I I� I �I � I � 11 No.2,8438 1 ,�. � � I z") I I . � . ­_ - ­ - I I I I,._� ., , . -, �,,�- �� . I I . ,.�i� 'E ' .1 . `-�,"",�," , 1� I I I I � _1�4 1 DESIGNED -T -t A. 1.2 H&4en I Wegman . Department - of Public Works . ELECTRICAL I I 11" I� , , I I I . . DATE `0 � - I ".., ­., _-- I � , � I � I I I . ­ .. I I � , - , ­ 0� %, . I � - ­1 '�',, ,�&(�, � I " I v( , - ,�:,, . - I , �j . ' .1 � �,r�;, , , I � I CHECKED',,),,��, G1 T ­ � 11 11 �0 I — � . � �. I I -� � I I ��'O.h 1. . I I I . SYMBOLS AND DETAILS I I ., � ,",_ i i , , 1, 1� , � . ,� � �11 " I BOSTON . WEST HARTFORD SITE PLAN , I I , ,-, -:�-�,� " I ,i � 11 � I � � - 1. � � I Barn Massachusetts I '11, �,�', I , �,: I ,,I , I � "I I MAY, 1989 - . ,,,,_� , ,�.,,,,,,,� __ sta b I e , . I I I ,�9,rm,o"* I, r 15.1 r I � r - I i � I i I "" IN , ,A P 11_7�� �j I � 11 I �D I I i I I / ::1 ��P�--,�_��� FC- I m. — I -e, r,, , 4,pmq\��� I pa—u- I �� I L I I I I 1 81, — 0 t __ :Z1 I . T I I I /M : 1 7::�:) i: I - __ � . :j , I or, I I � I .I I I , , 'I - -� r : .� 4, , , , - . . , - , I . zz� I I .1 , - D — ,1�\:��11"I,1� 1. � . I I"" ,-L' ,� ­ �1'1 I I I � �­,­ �, Y.-V ., I I . I I I .1 , � , -- �` I I � I 0A DATE REVISION "', .1 "'. "3 �I � :�, I LN I ,_,, ,��,, I . 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D 1A 0_+ L XY41 x �Or, PA- 4) 0 �a Vg�.� -I Powalz a - - 0- -1,1xA 11000;,� 'A� 11:;000;11W InqL Jr I 1,4r, _7� PAD bN(CIF-0. /A FITT ZA 4, pimp, � ?Icc?m -A _j 03 10 F F_ 1A SEE OoTE44 F ca0irzoL wom 10 IWO 10 01 C-0 x 'D.eL-��,-rgop A2(2WQ -6 ITV_ PLA-i eLEt- _j 07 G L 0C PLJLL WiPlE, �,,(V400 �_/ L CCAJL9-F_TE P,&-D J L--------I -Top oe, XF TF11,0�M15 01JIF7_ PIWVIPF- 4111,4661. S) giv. C-3FI J=Lj M R F,0c)�A =777����� fit 15 F_E.<�" I�LE_ L x?, 30,&-3P 6F-r-�>PEL, _7 fTn 11 M 6� L PA-Z I LJO E Pl+ TO xW F;] APT4 _y LT_ UP P" I A!, �4) rA-,+ CIRZ-UM04 TO xe xP 4*b I#b 6dR 1r,0 VA J� v 441 K p I tjp�-rr-,0 1 -rH E XF Alp (fA/A) (D NOTE: XP Ij I p.0 0 r-A AC x P To M 1 . MOUNTING HEIGHT LS FROM FINISH FLOOR TTOM OF FIXTURE. oil-I Q_� TO BO 2. FOR ALL ELECTRICAL EQUIPMENT LAYOUT E - I METERINC, PUMP xe fl:]�, � AND MOUNTING. ELECTRICAL CONTRACTOR REClRCUL4,T.1t-,l,6A PP. X? SHALL COORDINATE WITH OTHER TRADES lie TOAVOID ANY CONFLICTS. x To m6z,"I _1? ACT 3. FOR ALL ELECTRICAL EQUIPMENT EX '40o 124A� �LOCATION, ELECTRICAL CONTRACTOR SHALL "V COORDINATE WITH THE OWNER AND ARCH. DRATATINGS 4 . PROVIDE ALL NECESSARY CONTROL WIRING IN 2'y CONDUIT FROM THE "MCC" TO THE CONTROL PANELS- AS RECOMMENDED BY PUMP MANUFACTURERS. �A C161 WET \NF-LL NO. Z 5HALL L_C)C,6�-ie-D 11,� 4, W ACT LOCAZT(0�4 'i 7 AW THE t7ttff, uefo xP1 WP 5WITCP W oA. -4 Po l_E — F_E 6 PF_L) 6 1 W Lr XF XP -Fw, r�pw_ 5wi\x P_ PkNW5. x 0 vp \4ALVF— PIT VA,L V F_ P I T 7OMr -6 UP 0-r r-, Li P Y)o A I.L, 1�__L /14 U\ WET WELL WO. J.— 4 :r ri L 151 ki 4<.L,L, ?.7j5. r-,)< P I,cpe�i c-,)P4 XF t r,-A -T AFELL NO. [_DL-�ZTEV 00'PL&7F-0PH . ...... LF 3 )A 6 -2 x F _.)J�10,lit 10 6, )OPP rw W P Se.S Sod L E. 11+ M T6r, �4 7, -7 600 fwd) 74(�.5-1.M --r ?I k67 f M r,- F20 vq 5,JZ J, SCALE DRAWING, DRAWN SOUTH STREET PUMPING STATION Town of Barnstable NO-NE WAM WILLIAM Vgman DESIGNED A �Consulflnqn glineers Department of Public Works ELECTRICAL 138 0 Elt"'. 2,1; DATE CHECKED ' POWER AND LIGHTING PLAN. I ir WEST HARTFORD BOSTON MAY,1989 Barnstable , M. assachusetts JAPP OVED 87443 17NO. I DATE REVISION �4. _2, ---------- a r Gs F - F�D II G 3 2 c . boo +rl A 12.CDMP�E�FZ : ,. 30 U _ 1 , O l4'f UPGv�aTI t�)61 P ' 30 U ' 00 XP Q xP X XP 2 4 S 3 � 8 9 +1J f�G 3 Y L � �E�I� 3a U �Gt S JrE GOII T 4 '- A'f �� V D.T G IfJT 3D fl v�h. �-► �o� Df tAcrL 2 ,�4� - T �I U'I� M 2 4 M A 9 8 r G 3 !� G /4- G � �� or f�TiGO_ G c Cen,� '1� �R- 12D 208V.yam, ,. hIJMP# I PiJMP #Z puMP *3 I I Z Y V�I GAO t 1 2 / 115 �I,P. abJU5Ta131.E 115r�PaD�J115 L�. 115uPP,n.IU TP-PALE - GrND. 6iND TPt3 5 VARIP,6LZ FI�UE c. vP-I�IP-ALE W-E.W k-i v#git-ELE� Uerl.co r-neor. _ Y 1 11 �( 4) C00TF-oLLEtz � I cooTwLL� 4z, 4f0dThvLLEF-#3 vJ M >it- /e�A q i 11 111 ILV�L. 11 11 C 11 G y t✓C. 2 V L 3 ! G corl�. PAP YGq.Gd 1 270��1 Ui 1y 4 G►�� �7GPi � N , 1 Motor G�>Jt�,oV G A AtJ�� ail� l.IIJ 6f?�M � 80 LII�� Dlb ZO 0 V P 2 � I Z ?"T O O O ��T� ' TEE tJ� 34 M M�rD� y IeEGTFp � � x�P V X� X P 1� G •('ov�l�e o I NIL M G Iy ,.. ©IVG O A,G �G -01 I h►.G�- .M M -roe , k � M I, ►►J I , IJ. IPA, L �. l.f I L i GO 1✓1 >J Y �1�Y1 - - F 1 \ DOA. .. Id G TO ,I vP�la-t3L� ��1:GitJ��Jc , � Sly �©v�IIR �I�IZ V G, �M r(P I tP-L FOP- -3 3 N &00A AU-0 MA�-ff G z � s 2 3 4 _5 � � b I z e DAB 61A V�G 1-► V rG 3 OCR A, M 1 U DA 7 Z�A �O/� 2DA i O A N B S ZOA 2 20� A on� ii rrlP . 87443 — 30�. 30 3 ( 115 P 115 NI' _ 3 . O i N 2 CONDUIT � 30� �'�t►�: I D EXTEtJD Cdt�INECj `G, y R Q � C� DU D L TROt�E I. . , A 3o r' P Leo P SEE P?wlER SER �5A ,. ►5A ., t20/20bV.3 ,q W DIAGR .M F�iZ I Q IrN ,fU a 3P HA IQ Q Gt fz"j It /q / , 4 �I< si 6 T c (2)20-2P o TO �uLaT1r�1U �f:�-I�C-t� T1ti1ta �.L�c. IG C p q (24)20 I? 3 MP#2 t-aT S, E Z 1'IJ 3 O O � . SEE PLAN (,SEE PIS ) I - , SCALE DRAWING No. N OF M( q A� S DRAWN s 9 . BarnstableSOUTH STREET PUMPING STATION . � Town of NONE' o WILLIAINA 'G ` rn A. HcNden W m n.. e aDESIGNEDg M ,. TIN y Engineers Consulfin En In S Department of ' Public ' Works E�E�T���A� _ No.[8-138 9 9 .� \ �, : .�. DATE CHECKED . 4 SINGLE LINE DIAGRAM , - BOSTON - WEST HARTFORD t sSlpp EN ., At MAY 1989 �. Barnstable , Massachusetts APPROVED ,., A ., NO.0 I DATE REVISION L, ka _____ -,r­ ­­,_­__T-_;__,__­­I,--- ­�­­­_,­I----- _­__1__­,____­­_._,_�­_ I —­­ 1, ­___­­m __ __�_, I _____­_­�7 ��1­1­11__ , I __7___­_,_­­­ I � I � I I � __ � I I 'I'll 7 — ,­'_ - I �1� � I I tz� 4, 1 1 1 1 1 1 1 1 1 . I I I � . . � V I � � I � I I - I I � � � I 11 I I � I �, I 11 11 I � %! I I . I � I I . . � I I I-_ - - I . 11 I I � I I I I I i I . —___ __- � . . . I —_- . I I I I __ —- � I I I --_--_ � - -- —_-- I I I I I� I 11 11 11 I . � I � I . � i I 11 I I : .I , I � I I I I . I I �, ; I I I. I-� I � �� I 1� ,I�. I I I 11 I 1 4 1. I . I . . . .I � : , -i ,j f �"I 11�­_-1_.__�_�I * I - � -�� �I 1. I - I � - - I - . I I. �I� I I - I - ---__ I I . I- I - � I I I � I I�' I , . . � . I � I I , I I, 1, i . I . 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MOTOR, CONTROL CENTER SCIWEDI.Azl_ - I � . SCHEDULE OF MECHANICAL EQUIPMENT � � I � , � � I �_11 � � ( �� : . I I I- I " I I � � 11 I I 1�_��' . ., i I 1. - ­ I I ,,,I I I I - � I I I I ,,, I �. I . . I I I 'i, I I � I ill'', I . I 1� _1 I I . .1 I I I I 11 I I I . � I I I I - I � , � I - I - . - I I . I I i 11 I I 1 . I I , � f i . . : � � �Ii:­, 11� i . I � - I I � � � � I %, ,,�� '' ,� . _ . I - I ; . . , . I VOLTAGE I :�, i : I I . I - - ­ I . I � I � � I - -�P, i I Z77/!4 ePV MAINS:1000A MC5 � I I �, . I � � ik, � 1, P*SE . I WFES: 4- 1 1 1 . I I I . . �:11 - I I MOUNTING FLUORESCENT, INCANDESCENT / HID .. EXIT � . . I I � I 1. I � I ' 'I I ­ 11. f 1 I I . � I - I I 11 I � � � : I � i .11 f, � � 11� I I I � ­ � ! I I ELECTRICAL RATING � ELE&TRICAL I ; I � I 1� I � � I I : ! � ; - ��, - I I I I ' � OVERCURRENT PRO i WORK , I . �, I - � 11 I ' . - FR I R XR I TECTION ITEM EQUIPMENT DESIGNATION— . � I I . I � I I ,_,� I "I 11 RECESSED I I I : �RE � I I �, "I I I ' : I , -_ i 11 I r NAMEPLATE I FLP ji �L MARKS � I � F � ­ I I 11 1, I I . 1, � I I % . i , 1. 11 � I � � t HIP KVA I I , 11 I 1, I . 1 �. � I W-1 I SIZE SIZE , I FRAME I POLES � I , I i KW REQUIRED . I � ,%�, I � , I I . � � � I 1 � � ,�11 � I 0 � . � - I I � �, C I XC I � I - - I �, I I I I � I "I I 11 CEILING / SURFACE . 1 I - -_ I t - I , � - - . I I . I I , , I I .1 - - I � I I � I i I I � I I I i � I 1. I . I I I I I � � I - - I I I I I - I , , , 1� I I I I I I r : r - 3 - - 1000 11 .— I . 67. � -r r-A,� af� 11 I � ,/IQ - - )Z-9 I i - I I 11 � .11 1 : WALL I I � � :12via- PISC 4t,ju, I I# �_I , , , I � � - � � FW W XW 1. i MA 14 4g, 0 71 04 e-y A V,�, I I I I _ ,. I I 11 � _ � ; I� � I � ! %_L/ I I �, I . I 11 I I e - � I — � , I I , : 11 ."', I I 1 � . 11 i I I 1. � I � I � I . I i 1 I 11 :- 'PENDANT / SUSPENDED FP � P XP i I I I � I I I - 11 . 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I . � IZ'7-7/,*�.S�OV,),,,06TRI15UTfbt4' i�F_C' TIO�4 ' ,­: '' - I I ,'� � ITEM � I I I I - I "'4- �,,,�,'� I , ."6o. - "WA '40P *2p . I I I I � � It - � I I � I WORK, I I", � . I I , , 1 6 I o 0,mwo r -�L - � 1� I I .�1- I �,, . I T � il . I .. I I I . I I _' ­L �. , . I I ,,, - 1. I - -� - I I -. . 1-1 - ' ' I . � , I 1. ; � 11,� I I I I '41' -��, , I . :i,,,,,- ,, ��i� ., I ­­, .., �141% 111�Ll­__ . I I I - I , I ; I � I '_ I I ��, I � I �­­ � ,- , , ' --. ,- If - .1 � I-- .r � I ";;.- . 1 I � . ,DESIGNATION , . . � - , t­ ��, ! -, - -_ ., L � � ' I I ' 'I - t,,�. - __Mlciui�� -, " I .1 L ."_ -, r � / I . � ; I ,, I , I I I I � I - � / I ­ I I i I P AMPS VOLTSIPHASE WIRE REQU I I 11 �., ,,,,, I � I � I I I ,�,:�, "i,i'' I 1 I ­I . � 1 011.�160 !!5 E I&19 - .1 I T � OVERCURRENT PROTECTION 1.3 ___ -� 1 , I 1 , , il, �-� 1:� I �1� ''I I I I f� I ,r I ;1 I KW I KVA H lk'EC," I - " I ­ I Y_ei� " .1 "I, i . NAMEPLATE � , ' Ir i (T.L --REMARKS� :�� � �q . --- I � � � L I 11, I 11.11, � 1 , ,� ,,� I � I . I . I I � I I 11 � 1 , � i � . : I I - I 11 � I � I � :. I 'll � . I I � I I ,� I I . I E I POLES � . I IT4- F;91z pp,ewdlw 1.5 � I ­ ­ ,;, I - ' 'I'' , --- . t - I I I � � SIZE SIZE , I FRAM I " � ,I- - - - .IZ4 1 � .1 I ,. ,1� � 1. . - - _ -_ I RP I � i P ?A.d.0 I I I I I I 1�1, I I I � I 11� � Ir I ; . I - - - _ . � I I . � ­ I I � I 11 ",� 11 11 I ­ .1 � I I . ,i I I 2 3 3,+L 1 , � 2 1 - : - I ?- 0(_�)o I I . ""'� , I I I I i .I ­ I . I , � I I - - . � I i :, �- I 11 I I � � � I I il � �_ i I I �- I I I I I 11 I . I I I I I I . I -r, , I I I _ _(b 2 1 1 1 i -ampe . I ,e I - - il , I I � - .11 .1 ' I I 1 P016 I I 00 Tltpox ;�vv_ ,�, -f,5!;0W_ 1 1 ,Z�l _1 � I 11 I I I I , , I I I - . I D ­. I I �� I 11 � i , il�, . . � I �, 1 . I I I I . I I I � � I ,I I . . I I I ,� , I �;�1.11 . I : , I � - I — � r I � "''."� 1� ' 'I I'�� � � - , � I - I � ,�! , � , , I r 1 , I I ,, I I I I LIGHTING FIXTURE NO I TES - . � i , � � � - -I - I z10 I " i ,,, I � ,. I I'Lt I I - I �� : 1,�* '�"'!,:,� I � . .1 I I I I - . ,� � . , �9 C-04-ragq&.' P4 N e,i,- 1 2. - 0 Q 0 . I , , �� , I I I r I . - I . i � I � . , _ I , . I I , _� "! I I I I - - , I " , ,, - � ,,.�.�, I I 11 : � I I , " I I — e, �'A ' ':�IL _ , _:, I ' I' -' I I � I I � � 11 - , - 4.6 1 ?_0 1 100 `5 I . � �L?f,I- I , -, I '' I �, _, . I ' 2 , &WOPE9 � - _ -, I I 1 .1.6 3 1 1 , , 0 , :T', ?"v-K rig a 6�?I ,�, � I I " I I . I 1 . THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL. � - 11 i � , 'L, - ", 1:"'i" i� , I I I . I � I � I� �", ,� � � I I �'�' ' L I I I - - 1 - - , : L' , ­i. , 1, I ­ 1 ­ 11 I - I . I I . I ­ I � ­ � � , 1-1v31f., I ,,­­ r . ��,i;i'�,- LIGH I , 7 I ! . � -r"�- F&Ne't- I I.S1 � - . I�­ "I 1, .'',i , �,i , �� I . ,i � �I"� 1, I " I I I 1, I I � i, ag,� Izo I 2 1000' I . � : I il_� I� ,t` ,[ � , I ,"I TING FIXTURES COMPLETE WITH MOUNTING ACCESSORIES TO - � I . - I i��­ I ," , ,� -?� �',-, _v , I I I � - I I . : F F-f-"a 12- . '3 Z,G ''I 20 . - I � I I I I I � � . I � , ",� � . �, I.I 11 kEET'JOB CONDITIONS. I � I I 1 A r- coo I I �. 1. I �i I 6 C) � i ' . 3 1 -T.5�2>4 r-ap- ""', - I'll",�I -,�,�,'-,7i� I", I . 1 - 1 1� �` L I I I I I I 1� I I I I � I'� I , .�'. " "i 11, ' ' I' � 11 � � I I L � I I I I -- ____ - 1 1. 5, - - - I zo 4 I 11 I I ,� "I I I I'll 11 I ' ­ � I , I I - I I I f) -raL6�Ag-Xy ,5Y-,r5_M , I I , , , I � ::, r "I I i,W�, �:f �IL'.�': - , , , I �(Wl�I I I I I � I I . I I I ­1 '. � ;I�­,- I i ,, I . I OQ , , 11 , ; 11 - L 2. THE, ELECTRICAL CONTRACTOR SHALL VERIFY FIXTURES MQUNTING ' I - - - 12.),0 1 1 1 1 � . I I �_ I-, 1 , , 11- 1 I . I I I ­ I I I -_ , to I � � I I I I - - e , � , - � ; 1, I � 11 . �, � 1 4 9zt-FffAt1 PE-) � - i , - 3 0 3 I, '_ '�i,,,�� I ,�� I , I I I I � 1 . I � ." I � � '. d, I � I i ­ � I . I - — I I 1,", � L �.� I I � � � I I : - _ � � .r, I I I � I - � I N AINST PLANS, ELEVATIONS - AND DETAIL I 1. I I I I I . , P I , I I , 1 , __, -, , , I " � I I I I � I I I I I � T-ft 1:0- 11111"915114.1r ` 1.15 - 4,9 1 I I - i " I I ; I . I o I i & , . ,? I I � ,��,l " 11,�,�;���, . I I - . � . - I �''. . ,,,1 . I", I I I , .I 11 I I 1,I I I I DRAWINGS. � , - � - ?).0 , 00 , �, ",,�,i ,�_ � ,, , .., , I I I '­S� I I I I I I I I I I I - - � 1 � I 0 1 1 . I I I I . I I I - � -r - 3 1 �� " ,,� ,� � ­1 I � I I I I I I � b mEFT,&� (wr_� UALL) , L , � 100 , �� � I ,, �11 ".- i I '' I I � I I I I I . I I '. . 1 I I L ­� I , , " � I ,: , ,� I ,,, IL I . I I � - - I 1% � . .� 11 ­ -,, _, i,�,-,, ,�' ��_ � - - 8 .T.&V rm UW msf,�,e fwg- -__ - I �, ",�'-J" �i, I - DRAW NGS. I I ,, ; I ­ �, :,�,� I I I I I � R S SHALL BE LENGTH AS SHOWN ON I I Izo - : ," , ,��, ,-- �, "�� , � - I � I I ­ � , I . � I I I, I I I I � - - -l", "I ,; I I .. , , I I � . I ' � - I ��11, �;ill"111�1,1,",ii �, . : , - . 111 . � � 'r 1- 1 . I I I I _0 I � I I(z) I ? a r 100 '3 , r' - I I I 'O(Do I 11 �, :1, i''!� ,, , . I I I � � "I I � I I I �) � -4 -5 '' I I I I I _ , I 11 I 11 ­ I ­1 ­1 ­ I � . I 6 P r I I � I � � .1 ,i,jr t ,� I., �� I I 'r I . - 1, 1, ,, , �i , � � .1 11 I I : � I 0 �4 3 3-61 1 1 N11 I� � . I .1 - I I, . � -, , � ,� I ­ - . -r _. . � I t� �,��,­ 1,�I �,_ I . I � . 11 I I � - - I : 1-9,*,x ;:�?P, 'rdf*H05?fA - - - - 0� I � 1 , �,­ , I , , . - I " I I I "Ill' ' ,& I ,�,, 11 ­ 1: , I - SHALL BE TYPICAL FOR THAT ROW UNLESS OTHERWISE NOTED. ; . I � " I . .1 . G , I I I Z, 000, � I . I— — ;"� ��,��'�', ! �� I � � ., I ­�_�. - " ­� , e :1. 1 � I I _ , I 1 � . I I - I I .. - 7 pV_IRe_aL.,&-"0(, rLitip* I I I � 34 ,;� 1.4 I , 40: I oo 11., I 11 � -CA 4T -_ - . ,- ­ - ,%, � I I - I � - I I . . : -1��, . I T.flox - W- kvieoc-eAe � 1, , � ­ ; , I I 11 I �­ . I I I �,;, I . . .i f:;,a I ' �.,�i� v,� I , 11 I - . . �; , �,� '_ , . - I I � I �'_�� ,�� "I� I 11 �,I i I I ' 'I � I I - 5. ALL FIXTURES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE . 11 'I " . - � , ,-, 501,,PATI�- CO�TPOL, PA.�IZ4�, 1,5- � - I Z49 I ?_ I � I I�:,�L, I 11­ � "' , I 11 %� 11 I I I I � . I - � 1, I - � I 11 I ­ ,�, � i.,; - , - I - I � : I I I �1, I � ,��i ,� I 1, I INDEPENDENT ,OF HUNG CEILING. 1. I 8 LA*L15T F,A+j* 4, . E� 4 � ; ,5 :?;, 7.& 1 2.0 100 � I � i - 0 Q01 I I � � . I I � 1� � �11 I I I � I I I I . I I � ­ ­ .1 - �, I I, 1. ,� I 1 I ". 11 I I � I . 11 L . � _____________ I � - __ __ I I I � I , �11 % . �, I � �� � I'� I i, ' I I � I I j -ry I I I'll I I I ,� - .:'L. - 1 ".." I . I , ' NG FIXTURES AND MOUNTING HEIGHT OF I I I ,::�o� wL., -1, � I I r, '_­1 I ".�� ,, !, , I , I I I 11 I� � � . I - . I I � I I . � 3 1 1 . . -NA I - � I I ., � ,­11 I � I I . . z F;ox r-ql?� �4 4 a � . 1 6. AC I & �a — 115' - - - I Z,O . I I z- � OQO � �: ,�",i,�: ��: "I �� I I I "zi eciiI.A.-ri tiG futA F, 4?I A 1 1 CC) �, 11 I � , ­ '-, 1 - I . 1. � I � � I 1. - I I RECEPTACLES 'AND SWITCHES CRITICAL. VERIFY LAYOUT OF 1, 11 I., : 'L\ ,,lkl�,'l i 1� � I I I 1710 .5 1 - r �, . It � ­�, -1� I .11" 1, I I I 11 rAj\ T,�309 rve 5 el:�_W I ry 1��5 lrel�m - - - - 1 11 : I I I . ,L I I I I 1 �, 11 _ 'i ,�I I � I .11 � I . ; I ��� I — , � ' 'I I � I . � H ARCHITECTBEFORE ' , ' � � . \_7 � 1,, � , I - , , ­1 I . I I " -3 9 ­ � - I - - I Q I �1, 1i -, I �� -�� ,:;,, " , 1, " "I , I . I i io r_LF_ar_i(_ HlrF_4>1 ,F-P-1 , F-0-Z I W , I CW-1) ib 10 - 0 I I I ,�", ,, "' �___ � " 'I I I � . 7. �� . - - - _?�o � " ' — � . � _ . , �­­ ..�;, "I", ­ � � �; - " I I INSTALLATION. � '50Y 1 :1 I . I I I ". , _ , I_., I I I . 1, - 1,1: , Fop- C-c1,16gAT- 0jz ­ 11.1 1. I, I �� � , I � � I - , � I � I­,L ,__ � , _141f-KET Hig� , , I , I �1, ,I . I � I I ,. I I I 111� , � 1-11,'!1�, ,� il - I I I � I I -;, � I I I I 11 . 1 I , I ,'': ,� -_'elll � ­ � I i . - . �:. i I 1­1 11 I—_ 11 " � I � , I 11 I I 11 I I . I I I .1 , , _�_ I I I I 4'ecy, ror- GF_0EFz,&T01z 1W I ?_ � I I I: �',,'�,:,��--,,,',',��.I , - I 11 I " I � I�, � I I � � 11 I I � I � I .� ­1 I - I.i, I — — — I , I I G OGO - - ! � 1, I � - F I . 11 11 I ., '­', _ _ I . � �- I I I " I' ll , I I "W"',", BALLASTS WHERE APPLICABLE (MARK I I I OR EQUAL ). � ,' '­ . � . ___j � - . . I ­_�i,,�/,";."' � I ,� I � I � ," . � � I . � . - I 1 1.5 1 - - I zo : I : ,,,,r'' r ,,Ill I .I I. �;', 1 . I I ,!, � I , . " - I �� 61�0e_K PTF-. I � I I 11 ­ !.�11 ,� ,��"'f",",11"_,��,," I I , � ,�. 11 I I , `­­111­1 - . 1 �­% ' ' I I I � 1� I I I �. I I , . . I - � I I 0 1 1 1 -, � _:,�, I I I I ,,��_,, ]'�,� ,, _ ,r I . I I I . - _... I -jo 9 , I , I I ­ I I " , '�­, I 11 - - *� � 1, � I I , � ,i � _ 11 � I , �� I . �,� �", , , : " I I I -11,11 �� 1, � ­ � , , - 'i , " \ ., - �?�-J�, I I I I I 11�z - '� I I''� I ,!J,1� �%, I , ��':�":,: I . ' 'i, - � ­:,�_�,,�, , , - � ''. I?QOF I -1 - I- I � � I � 11 I I I I � � , , - 11 , z" , I I I..�.,, � ; � � I ­ I 11.__ . 1. - . I : - I I ��',11 I I I- : � �_ � ,.��, I I � ­ -1 . I ­1 I I i I . I I I . � 11, I 11 ''.; , e " I I I I I � I . I . I ­I ­ 1i A z I 1. I " I 1 -2, - : - I I I I . I_. � I ; I I I � I "I ''I , �-1 J I I I I . ', /,::�% 1, ' I I � - I � , : . �, I I I I'�,�_�� it" � i .1 . I 1�I - I I I -, � '_ . !",, � I I ,� I � �­ ,� I " �, I ' ' I I I ELECTRIC WORK E OF ' - , I I � I : 1 �," i_, I I 1,�,' " . , -, iLI 1, I I � I I I 1 '41 11 . I I .I I . 7 11 , I 1. I 1�_. , I I� I I , ,� �i,, I" I � , , I I I � I I I�,,I ----T --y I , I � � . I - ","',�,,�,`,, ,�, , � 'r I .� I I I I � I I I I , 1�- I—I I I,. i I 11 I : � I � I � � I � ,�, _:1 -i��,L I .�I 1-1 ��,, . � . I I � � I "­, 011 I I � I I " , - I. . � I . I ,� 11 - ,�� 14 1 .- � I I ­ I + I I I It , I . I I 11 I i ., 1". 1� I ­­ � �, , I I - � I I I � ­ I � I'�"I'l " � �. I . . I I. I I 1: I 1 � I I 11 I I 7 I I � I-N , . " I I I I I illi� ,�,,i:, I ''I � 11� I ,�I'�, -,: I I I , I'll I 11 � " I I I I . . � I 11 " C L ," :1 I 1� I I I � I I . 'k . I � . . - ; �, � 1� I �,V,- , I ", � , I � I y ­ MECHANICAI: EQUIPMENT. - � . . I I 11 I .�;,'' "�� 'I�­�": � I r I ,� I I . � � ��, I.r_ I . I� I I " . ... . I I . - j � � 11 � I 11­; � ,,r , , ,.1,1,; �11 I I ,� , k I ,I I i I I - : . . � I . � '. I , I I I� I..,I ,:­ 1:t � 11.1 11 I "I � � I . I I . : - �2. PROVIDE SUITABLE PLATE,ON OUTLET BOX -- PROVIDE 'SOF '. I I 1, I, , I � ,:�,`11 'i, � I I-, 11 I � ,:lk`il I I I I I _10 I I � ; I " I I , � I I I . �, I I /::;\ � . I I . I I I I 11 r : � z _1 I 1­ 11 � I . I I � -OF I I _� I r , �,', �:,�,"' I,,, � , I CV?F0f_,&LL) I . �, , I I POWER CIRCUIT CONNECTION TO EQUIPMENT CONSISTING - _" . . � '' I _: , �­ ,��� I I I ,I � I �_ � ,,i ,, I I I ­ I I FLEXIBLE KTAmc CONDUIT CONTAINING WIRES OF SIZE-AND TYPE . I��� . , , -, " I . I - I � � , � � t � T I � I ,,, � . -- NUM3CR OF WIRES I 11 1.11 I I�I i��'fA'�_ ` 1i . I EQUAL TO THOSE SUPPLYING THE OUTLET I e� ,.�� :%� --,,�,n� ,�_;,,_. "' I I I I I �_ ,, 11 � � I �'_ I I I I - .1 I-, , 1::i�vl*, I I I . I I I� I � - I� �, � , I :, I I 1, I I I � I , 1,1"- , -��:,,',.�� " . /::P\ EN , ­ I ,� X� ` ,�� ­_�_�­ I I . I I . , , ,,,Z�I � 11 I. �;, r . I I I � - 1-1 ,� I I I � � I e,�-, ,,,��� ,�, , '. iv : I � . � � j d . I I ,� : ! " �� ­1 I I I I I I BOX, PROVIDE EXTENSION COILLAR TO ALLOW FOR SIDE ENTRY OF .. . I I I ­1 . �� � .: ,� -il I I, , � I I - . � �- 1�;i'":I i .i i, I I , I I \11 I � I . � I I I'� I I �, ­ " I I I �1,11 11 I . I CONNECTION). � I I I I ,il' I , .�,I , � " .� I . . , 1 I�1, "I, 'I �,""i ­�,_ � '�L � �, I . � � I � I I , � � "" 1Y ,- , � . I I i I� , I" �I I -I ' 'I I 1. ., 11� , I_r­,"i, �I IL, I 1�1 I I I I 11, I I 7 _Q . . 3� , PROVIDE 2-WIRE CONTROL CIRCUIT RUN FROM MOTOR TERMINALS TO I I . I � "Ill � , I : \,.�/ . . I :11 ill,I" I I I :I.. I., I . - I I I I � ,-1: I I I �:��',�' �" r �' .'�'�' - I I I �1� I 1.� '' ': I le. � I . . I .�O I DEVICE OPERATOR LOCATED WHERE SHOWN-ON DRAWINGS -- CONNECT I � , � 11 I I I I I I I I -- I., . � - i I 1 71;. 1 1 " F-OPTY CONPUIT , . 1. I . I I I -1 .. 11 �:i,., 1.i I � � I I I I GIZ I I I . 11 I I , 11 � . 51+ - �, I � I I ,� I I I � I 11 � i -rH PULL- VV li?-C- � � I . . I I I I I -1,.1 ;I I " L I I . ,, I I I��I " , � . I ", I - I . W I x:1 <P I I . I . I I I .1. ,� �_�, �_,, ':�,,,I i �i � ; ''' I � � . - 1 ME NS AS REQUIRED TO .1� I �11� ,,,, ;�­ I , I ,I I I. I - . I-ry F - , , 'Xll� -�, I I � . I I I CA, L). 0 L P A ('�C-F_ FL04DW_ FLAJ4). I I - I I I 1. . il I -" ':� ,� I I, I I I . I � IT - � i E OF BUILDING WIRING AND I - - , ,"',��' I )10�,� I I -1 I I I I � - // I I I ,I ��, , �� 11, I I I I I I T - I'I,i . '.. .1 11 . I I � I . I /f �v . I LINE TERMINALS OF UNIT -- TYPE OF DISCONNECT MEANS AND I � I : " - " I , �il ,L I I I il� I �� I . I . I I 1, I , , ,� I � �r: I - I .1 I � ,-1 �i',3-",, � I I r I MOUNTING LOCATION TO BE AN ACCORDANCE WITH INSTRUCTION . I � ,""", , : � I . . ,�, �,:�,�­ �� ill � I . I I I I I I L_ 7 I"I �rr 11 �­ I I 11 I I I FULL 50>< FOP-. 5F=CUIZITY C�ONTZOI_ FAT�EL . . e ISSUED BY THE MANUFACTURERS OF THE UNIT. I I I � � -­ , , i , �­ ,, _: � . - I I�1,1� - .� ��,, I � I I I I I I I � I - � I � ��,, ,� , ,,',�,,,,-�r , I, I I � I I I � , � � I 11%," �1� , "",- I I � I I I � . N-,, ­i I � ,I 11.1 I I I I I �%TELID f COO KI EI-T . I . � � 5. PROVIDE CONTR ' I I I ��� � ,,, �, . I I EQUIPMENT TO CONTROLLER I .. ­ "' I " : I � . � � � `�,, -,. , � , I I � I - 1, � I I � . � . i i I I �� , k,,% "I 11 I � . I 1, AS F-E,(,OHOEdOEP N OT E51- I �; !_OCATEO WHERE INDICATED ON THE PLANS -- RUN- TO CONTAIN AN L I I I I� �­, � i 1-1"i: . I f . - I 11 . 'PROPER OPERATION. , I , , I .�,, � . 1 I . � �,�- ADIQUATE,NUMBER OF WIRES FOR I � I I , I I I �, � : , I __T, � . � I ,� �I � I'll I I I ,, -C I I . - . I I ,,, 11 �, � , 11 I", �, I I I I I I . A4,1 I? P1?-E(_TEP " 1. .&,LL C_ONDUITc�,�150XE-:, F-74, � 4!��04�L_ 1 3 1 , , I : I I � , '_k_11, I� I I - I . I -, _��,� �� I , I I I I I I I 'I" I �r" ­� I � - � 00�jgp_ J BF- PROVIDE 45 PE4_ MAWUFACTUR�Rlc) � 6.1 EXTEND INDICATED POWER CIRCUIT AND CONNECT SAME TO THE LINE I , ,: , ���;� L I I I I . I D I . I I I 11 � �, ;, :; � �­ - . � I I I I �_ I I I I 11 �� ,­ ", I I I � � , I I . I . I. I � TERMINALS OF THE EQ I I :ii"', ''�,�­­,�1; �, � I I � I I R,F_C0Mt,A7-_W0AT10NS. � . I 1. - . I I ,�",' "I ��,�i f� . I I I I I � , I ,�- I - I I I I I � I �41 I I . I ' ' '"'I I ��­, .A I . I . I �" I I I I . ' r ,: ­ I , 1 - � I . I � � 7. CONTROLLER FURNISHED AND INSTALLED SEPARATE FROM ELECTRIC . I I 11� I ,*��, � ��, %I I . , I � I I I - � I � I I 13brIT . Z. FOZ F_x1-,-,C_T LOC_4710N A�O QUANTIT� � � . - . I I '.I I � , � i I . . 1 I I , 11 I I 4:� �tl�",, I I I I I. . L I I 11 I . I I . I I I � � I . . ,� I I " ���,,, � ,, , I 11 I � OF DE\/ICE15 cDF_F_ FLOCIZ PLAN15., UNIT � : I - I i" 1 �� , I.; " I , � . I I I '*, � I I ": � ", .�, �� ,_ 11" , : , I � I 1 . IT AND CONNECT SAME TO THE LINE I � I � _� �, I � , I I I - . , � "i . / I PLAN5 Ai:�D AP,C:HITF_CTLJRA,L E)\NC--'1�). ­ I i�:­ ,��, , I I I I : I . �' t I � I . . I � 'TERMINA,IS OF . . 1, I �I I :�r 'I,. "I'll - I I � � ,� , r I I . r I . I I ,THE EQUIPMENT -- THE FINAL PORTION (NOT TO - � � " 12 I , � I I I I I I I ", I 11 , , .1 . I . � , I , , I ,,, : : I I 11 �,I I I I . I EXCEED 48' IN LENGTH) SHALL-61 WITH FLEXIBLE METAIL IC, , 14 ,, I I 1. 1� I � ", 1, , I ­ I 1. I I . I . I i I - 1, I � � �i, , 'i , ��­ , I I ,,, � I I I I . I I I I 11� � �� I I'll� � � I I I I I . I . . I . � �/! I I � I ; ­1 , i! 1� I . I I I � I � C 1, � .r I I I I � . I I . I 1 � I I � I I i I � i�I-_�, ,�, I I - . � . . . I : . . . I - ­� I � 1 �.�,­: I 1 � I I , I . DEVICES LOCATED IN FIRE ALARM CONTROI- PANEL AND CONNECT FOR L I . L I ,,i,� - � I . � ;I I I I , � I I I . I I � I ''I 4 .� , ; I I 11 I I . : .I � - , , - I P, . . � , 1:� 11. Ili . I . I I . I I 11 � I , ­�-�­, " I . , , �i_�, � I . , � � � � I I I � 1,� I 1,1_ I � " I I ,;i .;2 .� - . ­ / I . ME I . I I I . - , I I , 1��L�":­�_ , , I- � I I . 11 � .1 I jr ,�, I )_ I . � I 11�3�1.1,11 I . I I I 11 - . " I, I , - I 1, I �. , " , I I I I I I I 11 ,­__� 1; .. - � I I I . I � I 11 I 1,I 1,I I� I I I . � . � I 1 4 ' 1 :_ I � I II_ PROVIDE "HAND- I I I I I I I �, � �!I I I', � I , I ., . . I . I i , 'r I I I � � ­ . I i � � :- ,,-1 I I I I I COVER. "' . . I ­­11 I L I I I . I . : I . � I -_ I I I I 11 I i I I I I I � I . I I . .� I � I I � I ,. I �" " i : , � "I I , I I � I I � I ­,"' � I I I � . I , 11, I I - 1 I L I �11 1, �i :, I I I I - , ,� , � � I I 11 � 11 , ir ,r I I .! I ,� I I ,I I . I i RELAY ADJUSTABLE - WF - DELAY 6-60 MIN. I � "',�'­:.' - I I I I I , . I , r-I I I I - . � I ­ I I� ., � 11., .1 . ECU2P, IT "Y CON17ZOL C)ET4, IL I - I- � . IL . 1, 11 � 11 .1 :� �, � I I I .11i� 1, . I I I - I I . � _� � � I . I . C� I I I I 11 11 . � 1 RRED TO THIS.NOTE SHkI 13E FURNISHED BY I I I Ii. I I I,�.,:,� -,'- �,'� - , I � . . � Y,PLECTRICAL CONTRACTOR.- THE EtCCTRICAI. I I. � "I'L I ,I,�I��,,��,., I � I I �,,, � I I . I�,� I. ,I,, I I I . 1 . I I I I I � ��I'1� I 1��,,�, ,, 1.'' � I . I I I CONTRACTOR SHAv_ 1, � 1, I � �, I�:- -- 11 I I - - - __- -____-- I :, I i" I " I I 11 = - I ' . , , I I � I I I � I I I , � I � I I I � ': I I - _r ��,''� :� I 11 I 1. � 11 i I I I �', � - I 11 � I I I � I ,- �, - I .&&&" k DRAWING No" ­ -_ L � : 111 I �, . ­ � ._ I . - i 11 _-, 11 � ­ I I -1 ' ­ � I I — ­ . I I � � L � . I I , � I''.- I L I- � . I 11 11 I " L 11 .1� I- I ar -able I �Al : �,i , .� . 11 � I . _ . ,, I I I I I� , ! I DRAWN v -%XAx OF I Town of B nst SOUTH STREET PUMPING STATION r % I �.. I _ 1�1 I I 1� ' � , . Z. I . I I 11 I I NONE _ WILLIAM ' I I �� - � ''I '', I I I � .1 I I I '� . 11 .111, I m I 'v A Hayde - E I w,Wg,,_.m,gman � _ I I � � I i DESIGNED — __ A. I I � . , � �-', , : I _7 1. ­ ;"%: , consuir I , I � � , , I I �7 0 Inp . I ,1�" 1� , �, : " I I I IL \RTIN W ngineers I ELECTRICAL I I .. '11, I M Department . of Public Works � . 11 I '� ­ I � I I I I L> . � � — - I .1 I I . . 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PANEL MOUNTED MCC MOTOR CONTROL CENTER 4 PO ER FAIL RE 8 NAMEPLATE PUMP N0. 2 . ,: _, 0 HIGH WATER-PUMP STATION 0 BACK OF PANEL MOUNTED - KQI RUNNING TIME METER 5 9 NAME PLATE PUMP NO. 3 PA 6 S RE - 10 W V FLO TOTAL ZER W L AR HIGH VEL ALARM FIELD MOUNTED LAL LAH LO LEE AL M LE ,-, S R 7 PA E 11 _ V HS 4 LEVEL CONTROL SELECTOR LE EL CONTROL 1 2 S/L STOP/LOCKOUT / U WITH H GATE 4 PRESS REG LATOR T 8 SPARE - ..,, HIC WET WELL SIMULATOR , 12 LI-1 LEVEL INDICATOR WET WELL LEVEL ;: a , , ,, . , �. C J ' .. '. -:y .: .. ,r y - ,. ;I ^ - _ .. .., _ ,. . _ - :. :_ `•:, ' , -:� „\. D GNo. F SCALE WIN _ D RAWN F.F.B. OF PUMPING STATION U SET T o w n o f B a r ns t a b l e �..I I.I ..I- ,.. � -I 1I I.�.1.I.I..�..1 I.. SO TH TR E �,- 9 ,, T TO SC E NO AL ,!I,;t y1,h .,: IL �Io LIAM G D SIGNED W wg man E RAL ` _, �.; a., �` A. r^ Consultin En ineers Depp artment of PubIis WorCsPUMP CONTROLC M'�r2TIN '' ',., , ,>:... . DATE Na.z8438 CH CKE F h .. W T TF STON ES HAR OR T a . _ ,� i ST U N T ON F N R M E TA F .- S .. s Ba rnstI ble MasIsac'h usetts �,, v ,.,�,� � IOhAI E z�+ ":' _ APPROVED _ :No. DATE REVISION t , .,.: .. - . ,-.- _ . _____ -_ _ __ __ . - - -_ ____ ___ _ _ �.- _ _._ -__ _ _ _-