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HomeMy WebLinkAbout0549 MAIN STREET (HYANNIS) q Y Yl ai ri S4- ��- f � � PROJECT I NAME: Cc S`�G�`t idyl ADDRESS: 'S-LI a m2 CL.'V l 'Y\ 1 PERAHT# PERMIT DATE: I AUP: o LARGE ROLLED PLANS ARE IN: BOX SLOT Data entered in MAPS program on: l�; BY: i q/wpfiles/forms/archive i Iq y J l 8'-8" 10'-6" » S12x31.8 MONORAIL T STL EL 12 CONC COLUMN c / 2 32.00) w/ 1-TON MANUAL TROLLEY ; HOIST- S-05 . COORD LOCATION w/ � COMMINUTORS: SEE MECH DWGS do W ._ . rT� •� 4rS� m �_ " 5010"X8 0 ADD L HORIZONTAL BAR ON » REFER SPEC SECTION 14602 1 6 i8 CONCRETE e.7 2 PLACES #5010"X6 0 ADD L OUTSIDE FACE FULL HEIGHT (TYP 5 LAC£ _ S-05 - COLUMN (TYP OF 4) U- H o S 05 S-05 BAR FULL EIGHT NOTE 6 (TYP) NOTE 6 (TYP 50l O*X6 -0 ADD L AS SHOWN) SEE DETAIL DWG 5-01 5-03 5-05 .�„ ,i } I� 3 SEE DETAIL ON DWG. S O1 U-BARS FULL HEIGHT _ _ o SEE DETAIL ON DWG, S 01 to 1 N _ ° e e • .e O < ° e4. a Q . . a ,a N a • a O a a a. '. d e ° a d n a.■.uw a d' ° ee e a .._.B a. e, a ° a. 4 • °. d ae e 4 e. - .. a- .e. - e a ° en a . a N a 4 ° • 4� a e e 4 tl 4 - a. .O d e.. a 'q a Q e.�.. a • e, a v .. .•.+4. - a. a .. e O n i 44 a Q. __ .._._ _.- ...._ - �-- -- _.. 1_r j 1 J ILL 1 1 t I J .d a H c Hui d tw ',1 -r Y-r 1 r Y,. d PT (TV ) W • � J..rtlj,.�_Ll.y 1_F1 J_ll-1- - - e v _ ° I 4 - I I r1-F."'f Ti-I 'r^I O ��J,J T 7 POPPING i a Q dj a 1rAI STAIR a d I .I • a I �S�J�LIS I ;. • w -r w w 'STAR (. .. - _ I e I I ° 2-6 x2 6 SUMP PIT w/ 2 ALUM I I : , I e o ( I I6 CS12 co STOP GRTG GRATING. REFER SPEC SECTION 0553, CS12 e % _ I i 3 t a FRAME AT EDGE ..... .:.�.. ..�.. . __.. _ .__ p> - iQ / OF GUTTER l - - ^ _ , J o - _I _ 1 e NOTE 5' _ ( ;J_f1 _ 1 16 I ,� r+ I - PIMP Roots 4 4 _ (BELOW/ 1 CL JT CL JT r ) I 4T,^ri _a t� -. I JJ-LJJ_ 1 PLATE _ ..-_ .... ..� _� Yy Z _... ....... .-. I 11 111 LI ° -I FLOOR I .e I,-r TIT e 8 I o �,■ r TJ w/ KEEPER to tl V 11LI _ n e ! - r N -- SLOPE I r:a ae N NOTE 2. / _ - d. .-. r w e 1 ( Q _ .-- 00 i COORD W o e e4 1 16 Z IT Q a e ..f MECH DWGS d I n ° O O ._.., ��L e 'a T,r I 111,IJ J_L/_L 1 1 C) .._- ._. Q -T-r I7-1 T 1 1 d m I AI = ' °:a Li. "�� _ • - 1 LT 11 W q _ dCL 1 n e tD a �TY I w I1 4 e d -a L PT (+2'� TOPPING M N •I r I I to -- V 'n ; 1.. ; FY _ N a SEE NOTE L3.. ° ►� ' e a' ° N r�� _ ' - - ° ° e I I LEVEL q a Y-h� 1 - � I � 4 TOPPING ��t .r , o e _ 1,►' L t f I a 1 rr} e2 ° 1 e N s ° I �: :I r+;_rJv-r �./ �+ I S 05 1 _ _. - _ i, 1 S 05 WET W e J o.- ° ° � - ELL m S 05 ���L m I ) P- Q � A I� a a C i 2 a o ° = 9- ! - W I6 S a 1 - -- - (R . e a . 1--I "v o I a • e n a -� - _ y ' - e � ` Y' � � .° e ° e' a INFLUENT ROOM � .Y d I - a d , --#• GUTTER• SEE FLOOR d _ - e e . I DETAIL.. ...�_. FUTURE I ° . 2 x 1 r� �+N- e 1 SLOP .� / .f SHEET' S 01 EQUIP PAD � a ,N WET WELL - LEVEL (+6� d '^ ._. / a. �.��� N d e ^ TOPPING NOTE 3. TYP n$. al6» / ut o CL JT ( } / e �- CL JT I - - - CL JT • - _ / I6 tl a _ o L3 POST d. e I ) (ABOVE) d - e a I - I ►_ / 1 1 ° H�T CS12 / aol L _ w � O a _ r d TYP I / " I Q t9 e e a ( I N C1 Z p a y •� a so a I -LY 3 Q H PT +6 _ u +, r e a t / tD ( 1 r1T t o m as 1 TOPPING 4 1 "e» ra a e - e _ e Q.. . d a° a e. ., a a d • e.. R a < n • -q e a tld a 4 e a 4 a- e tl a d e a n Q :° Q .. � �.q °' � °' a. < d•. � ° aa. aq e e _ -4 d. °, e a d ° a a d .. a - - .. d� ° e 4n e4 - e E O. .1 a .. 4 a e e N N " #5010"X8-0 OF ' HORIZONTAL ADD L 0 ©NTAL � o .: BARS FULL HEIGHT w NOTE OF WALL' 5 PLACES °D O 6 w l NOTE 9, ( ) l " 4 -6 , -6 3 2 3 S-• - 3 S 05 S 05. 05 S 05 2 31-O _ N o 2 0 6 0 S-05 Bpi ow .I N » ,_ » w , -2 r » 1 -2 w , " 1 -6 WALL ABOVE 6 14 5 2 0 6-0 15-2 8-8 2-0 14-2 r_ a - » » 20 2 15 2 8 8 2 0 WALL BELOW 1 -2 » 1 -2 49'-4 i N LN RO PU P S ATION P N 17 0 LINCOLN ROAD PUMP .STATION PLAN CAD EL 33.50 r I I 11 I I ROAD. ■ 1»Illi ■ IlA It ■t.lA■11■■IIwI SCALE. '1 4 --1 -0 SCALE. 1 4 =1 -0 NOTES NOTES: " » T - 4. CL JT DENOTES WALL CONTROL JOINT LOCATION. WAIT MINIMUM OF 7 DAYS BEFORE PLACING 1, FOR DIMENSIONS AND NOTES NOT SHOWN SEE PLAN 0 £L 17.50 THIS SHEEP. ADJACENT W I CE ALL SECTION. REFER "WALL CONTROL JOINT" DETAIL SHEEP. S 01. THICKEN w 2 C EN WALL BELOW 6 .EACH DIRECTION FOR COLUMN SUPPORT. 2. FOLLOWING PLACEMENT F UNIFORMLY AND CURE 0 SLAB, PLACE CONCRETE TOPPING. SLOPE TOPPING UN OR LY TOWARDS SUMP INDICATED. TOPPING A5 THICKNESS AT KEY LOCATIONS' IS INDICATED ON PLAN.. 3, FIRP ODOR CONTROL .COVERS. REFER DETAIL ON SHE S 02 AN SPEC SECTION 1 ET p C 0 0553 . FIELD CUT OPENING FOR COMMINUTOR EQUIPMENT. 3. �, DENOTES LOCATION OF EQUIPMENT PAD. ALUM .GRATING (EMBEDDED FRAME 2 Q SIDES, SUPPORT ANGLE 2 SIDES) 4. FORM OPENING IN Wk1' WELL WALL TO ACCEPT INFLUENT CHANNEL. 4. "CS12" DENOTES ALUMINUM CS 12x8.29 STAIR HEADER. FRAME BETWEEN CONCRETE WALLS PER DETAIL ON SHEET S--02. " GUTTER (BEYOND) 5. INSTALL 4 DIP DRAIN LINE w/ COVER. EMBED PIPE IN SLAB. 5. L3 DENOTES ALUMINUM L 3x3x3 8 STAIR GRATING SUPPORT ANGLE. SEE GRATING DETAIL SHEET / _ 6. PROVIDE 8 DEEP..x 12 .WIDE BEAM POCKET. SET S,2 MONORAIL BEAM `PRIOR TO CONSTRUCTING WALL/SLAB S-01• - ABOVE. PROVIDE 5 8x7x,0 BEARING`PLATE SEAL WELDED TO S12 PRIOR TO HOT-DIP GALVANIZING. FILL CONCRETE. POCKET WITH BETE, 6. MOUNT HOIST CONTROL ON WALL. BEST LOCATION DETERMINED IN FIELD. REFER SPEC SECTION 14602 7. FOR STAIR FRAMING SEE NOTES 4 do 5 ON PLAN 0 EL 17.50 AND SECTION 4 ON SHEET S--05. B/SLAB (BEYOND) _ 8, '16 DENOTES I 6x4.03 ALUMINUM BEAM. FRAME TO SIDE WALLS PER DETAIL ON SHEET S-02. • o - . . . . I 9. MOUNT HOIST CONTROL ON WALL BEST LOCATION DETERMINED IN HELD. REFER SPEC SECTION 14602. • 1 L. o t 1 N RECORD DRAWING THESE DRAWINGS HAVE BEEN REVISED TO REFLECT MAJOR CHANGES IF ANY, WHICH OCCURRED DURING FOR SLAB AND WALL REINFORCING " S SECTION SHEET S-0 . CONSTRUCTION..REVISIONS ARE BASED UPO SEE E E 5 - INFORMA 0 SUPPLIED BY CO CTOR. (- DATE: PER: SECTION rf�N 1 0 1 2 3 4 5 6 ? • «_ ►_ » SCALE. 3 8 -1 0 S 03 3/8* 1#-Ou 2 0 2 4 6 8 10 , 4"�1'-0" '~ 04.01.2011 JAMES J 0 BRIEN/UNITEDSTATES/GHD/AU / G:\86\14031\50\DRAWINGS\REC0RD DWGS\STRUC\91097-S03-PS-P1-P2.DWG NOTES. RECORD DRAWING wRH 1 1t �+w•it LAW 1/11 DMH DMH / TOWN. OF BARNSTABLE MASSACHUSEI"fS Underground facilities, structures, and utilities have been plotted -� 'tfiH o from available surveys and records, and therefore their .locations FOR CONSTRUCTION ` o • wr MAIN STREET PUMPING STATION REPLACEMENT mapproximateWRH 10/09 l L! ust be considered . only. There may be others, the 2 .t � y y . . LAW 10 09 DMH DMH H . � AL existence of which is resent! not known. An one usin ut►ht � WHELER. LL' P Y y 9 Y N" >r- FORAPRV NTFO information and dat rovided here►n shall Call Di Saf atP 0 AL O R CONSTRUCTIONa p g e_ - WRH a�/o9 � LINCOLN ROAD PUMP STATION 1 888 344 7233 seventy two (?2) hours, 13 business days in LAW 07 09 DMH DMH _ advance t verify t location f utilities r or t c<•, TER Q� c o v i he I at oi to start of , �. yP 15SUE Environmental u r�rnental Engineers � Scientists T�RAwIv DATE CHECKED DESIGNER PRQ � PLANS C� ELEVATIONS 17.5 �. Z zz 5 construction. ilw. KDATE .,;. ��c�� � 0 vG 3�1. 0 PR ECT SUPERVISOR DEPARTMENT SUPERVISOR- DE RTMEN S E soR HYAN N I S� MASSACHUSETTS low DRAWN DATE CHECKED DESIGNER PRO DATE - 1 No. J08 N0. 9�097 CONTRACT 03 000 �O 00 SHEET S G3 17'-4" S10x25.4 MONORAIL BEAM wj 1-TON S-05 r23'-2" N »ELECTRIC HOIST & MANUAL TROLLEY; q„ - 10 � 4-0 -- 40-0 �- » T/STL EL 12'-0" AFT, REFER SPEC SECTION 14602 3 2 S--05 S-05 _ 1 r5 . _ I A�.05 NOTE 400 L i I -- - - — -- -- -- -- - - -- — - - _ _ _ — - - NOTE 7. 1 LINTEL W8x1$ w ca NOTE 7. I co ( ) j I I I PL-5j16x1,-5» WITH - 00 BM 8--2 I - -- - - - - - - STIFFENERS •rn BM B-2 SUPPORTING MONORAIL 8 PRECAST CONCRETE ROOF PLANK m _. - •._._ - - -- - - I i I BEAM (BELOW) REFER SPEC ECTION 03410 0 l s _ _ 1 1 _ onr ----aon J - � _ _OD R CONTROL ( WELD PLATES— NTROL 1 I 4 m FJ -- - _ I 10 EACH SIDE CONC COLUMN I i i I SEE DETAILSO A- � � ��TQL� N 5 (BELOW) _ I m ) ( I -- � - _ ��.� ( I NOTE 3 77 ELECTRICAL, ROOM 60-O I I I N I � I I I _ � o I ( CS12 TAIR 1 � _ � �, o L N _ - 1 r6 r6 I _ N A 05 S-05 I A-05 L3 I NOTE 2. TYP I c ) s 04 1 ► I JL N _ TYP c I I ' I I � � �_ T I I o OPENING FOR EXHAUST 1 _ ,.�' • I ( L I ( .� N I I � RIPE. COORD LOCATION w NOTE 5 z / MECH OwGS i= Ioo `� 1 I f I I o CS1so on No ( N C9 2 ADDITIONAL PLANK LIES ` Z AS SHOWN (TYP) I BM BEARING IN MASON I N 1 m MASONRY WALL i � i I - w _ SEE DETAIL DWGS 02 i �`� In r- \ o `�. L3 •- I` I NOTE 5. i FACE OF BRICK VENEER; NOTE 8 ATTACH MOARA o� SEE ARCH DWGS TYP c > 4 4 : BEAM TO Wt6 4 0 6'--8" 1 A-05 -. NOTE 6. (TYP) - CONTINOUS LINTEL W1.8x26 w S 04 S 04 S-05 » / _PL-S 16x1 -5 WITH STIFFENERS 18-8 (BELOW);�LOW),'.SEE ARCH DWGS (TYP) _ S-- 5 0 t 46 4 solo no 1 6 49-4 49'-4" 2 S-0 5 LINCO LN ROAD PUMP STATION .PLAN E 48.50 .� LINCOLN ROAD PUMP .SCALE: 1 4 =1 —0 _____STATION ROOF PLANK FRAMING PLAN SCALE. 1 4 =1 —0 NOTES: NOTES. 1. TOP OF FLOOR SLAB ELEVATION = 4800, UNO. 1 PROVIDE BEARING PAD WHERE PLANK BEARS ON STEEL LINTEL BEAM. 2. FOR _,ADDITIONAL DIMENSIONS AND NOTES SEE SHEETS 03. _ _ 2. SS ALL THREAD 'HANGER ROD FOR GENERATOR SILENCER SUPPORT, THROUGH BOLT:THROUGH I CONCRETE P " 3. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF DOORS AND OTHER MASONRY OPENINGS. . . " • • . .• ° : .� •• ETE LANK WITH 1/2 ,THICK x 6 SQUARE PLATE, UPSET THREADS OR WELD TO PREVENT LOOSENING. 'PROVIDE PIPE HANGER AT EXHAUST PIPE LOCATION AND C4x5.4 WEB HORIZONTAL COORDINATE MASONRY WALL REINFORCING WITH. ARCHITECTURAL DRAWINGS. •. ; ( & TOE DOWN) AT SILENCER AND CATALYTIC CONVERTER. COORDINATE EXACT LOCATIONS WITH 4. r DENOTES LOCATION a; MECHANICAL DRAWINGS..» OF HOUSEKEEPING .PAD. COORDINATE. LOCATION WITH APPROVED EQUIPMENT SHOP DRAWINGS. SEE DETAIL DWG S-02. 3. PROVIDE HEADERS AT OPENINGS AS REQUIRED BY PRECAST MANUFACTURE DESIGN. 5. MOUNT ELECTRIC HOIST CONTROL TO JAMB. 4. PROVIDE W O SS ANCHORS PER 5/A-5. APPROXIMATE 4 x8 KNOCK OUT. I I I _ . 6. PROVIDE MONORAIL BEAM STOP ON MONORAIL BEAMS AS SHOWN. SEE DETAIL .SHEET S-02. �14 U BAR FILL wj GROUT. SEE NOTE 2 5. 4,200 POUND CHIMNEY LOAD ON PRECAST ROOF PLANK. 7 " . UPPER FLOOR LANDING TO BE 6 THICK CONCRETE SLAB. PROVIDE BROOM FINISH. PRECAST LEG LENGTH SHALL BE PLANK CONCRETE PLANK7 " 8. PROVIDE 9 DEEP BEAM POCKET (TYP 5. PLACES) %"X4"X6 LONG STEEL PLATE, FIELD DEPTH MINUS 4 (TYP) WELD TO SECURE EACH SIDE OF CMU WALL. a < 00 a• � p n.0 m _ 00 WS OR W16 STEEL I m I .LINTEL.BEAM y JOINT BETWEEN - PLANK SECTIONS NOTES. BRICK I 1 LOCATE PLANK TIES AS SHOWN. 2. BLOCK OFF CORES AS REQUIRED TO PREVENT GROUT Q ,. .E UT LEAKAGE BEYOND TIE AREA R R ' ECO D DRAWING THESE DRAWINGS HAV E BEEN. REVISED TO REFLECT MAJOR CHANGES. IF ANY. WHICH OCCURRED DURING CO " PLATE S CONSTRUCTION. REVISIONS ARE ED UPO �f g SEAL » STIFFENER PLATE tNFOR TIO SUPPLIED ELD TO BEAM AT 1 � P LIED BY COca CTOR. " PRECAST ROOF PLANK TIE AT 2-0 OC ALONG DETAIL AT O TNUOUS STEE �C._!!.,l..__,.H.H.,._L LINTEL BEAM SEAL WELD 5-04 . . DATE. � PF_R. NOT TO SCALE LI NTE L OVER LOUV RS rA �.. . .�... . ._._��j C M U WALL AN D STE LLINTEL-- STIFFENER DETAIL DOUBLE DOOR* C AT CMU WALL. K"4 s-04 _ - NOT TO SCALE NOT TO SCALE S-04 2 0 2 4 6 8 10 » t' N ,4.01.241 i JAMES J O'BRIEN/UNITEOSTATES/GHD/AU - .\86\14031\50\DRAWINGS\RECORD DWGS\STRUC\$1087-SO4-PS-P3_RP.pWG 1/4 -1 0 . RECORD NOTES. DRAWING wRH 1 1 . . . 3 / 1 LAW 1 11 DMH Underground .facilities, structures,..and utilities have been plotted / DMH TOWN 41= BARNSTABLE MASSACHUSEiTS P t, from available surve s and records, and therefore their locations F IH OF Y FOR CONSTRUCTION must be considered approximate PP mate only.. There may be others, the 2 WRH 10/09 �.y o � MAIN STREET PUMPING STATION aw to/as DMH DMH WIL REPLACEMENT � uA existence of .which. is presently. not known. Anyone usingutility LLC Y � . „ HALL.information - F0 o L normar FOR t on n APPROVAL and data roved AL NOT R provided herein shall. Call Di Safe. . at FOR CONSTRUCTION P 9 � s AN I ._. _ WRH Y_ 07 09 1 / tiTEARNS WHELERLINCOLN . ROAD P se8 34q• 7233 sevent .two 72 0 U M P STATI Q N Y � � ,hours,urs, 3 business days m LAW O?j09 DMH DMH ,� •31 3 r • _ advance to verify. the location of utilities ,prior to start of P � F _ �+ PLAN�, DRAwN A � 48.50 AND sneer QQ DATE CHECKED DESIGNER PROVED DATE S CX SCs�e�t�z7►t.�! aonsfiruction, ra. i � _ �NtsL ENG ROOF PLANK FRAMING PLAN PR ECT SUPERVISOR DEPARTMENT S PE {SQR HYANNIS MASSACHUSE�iT S J > - suE DRAWN DATE CHECKED U NM DATE PI DATE JOB Na. 91 497 CONTRACT Q3-0Q0-1 Q-00 SHEET S-Q 4 PRE-ENGINEERED STEEL USA R00'F TRUSS: REFER SPEC SECTION 05425 NOTES IL f S1OMOOB , - - N M 1. WET.WELL SHALL BE LEAK TESTED PRIOR TO BACKFILLING. WATER DEPTH SHALL BE TO THE INVERT OF THE F NVE E INFLUENT CHANNEL. SPEC REFERENCE C E E SEE NOTE 8, (TYP) I ( S10 MONO BM ''� - 03300. - 2. COORDINATE MONORAIL 0 ORAIL LOCATIONS AND HEIGHTS WITH EQUIPMENT. ! I IIN .._.- 1 - 3. AP W16 �.___�.._ S 05 PLY EPDXY COATING TO ALL WALLS OF THE WET WELLS AND INFLUENT STEEL SHEETING BY ! I CHANNELS. REFER SPEC 03350 AND 09900. CONTRACTOR (Ti' I I RPRO NG 4. APPLY WA N i WATERPROOFING AROUND ENTIRE PERIMETER OF BELOW GRADE. _I STRUCTURES. REFERENCE.SPEC 03350. NO9.: --� I NOTE 5. PROVIDE " T/S EL 48.50 T W `EL 48.50 ALUM L3x3x3/S POST AT STAIR LANDING WITH 1/2 - ALUM BASE / / T/S EL 48.50 T w EL 48.50 » / PLATE WITH 1- 8 0 S- 5/ S ADHESIVE ANCHOR. _ JL - 1 ��.� 6. PROVIDE ALUM CS 12x8.27 HEADER AT EACH. LANDING. FRAME TO WALLS PER STAIR 1 ALUM GRATED LANDING DETAIL ON DWG S•-02. 7. PROVIDE r R E ALUM L3x3x3 8 OR CS 12x8.27 GRATING .SUPPORT ANGLE ALONG i NOTE 7. �- / STAR 2 I PUMP S12 MONO BM NOTE 6. WALL AT.STAIR. LANDINGS. ROOM f NOTE 5. w :.. :.-, . 8. CONNECT -MONORAIL, BEAM TO LINTEL BEAM WITH 4 5/8 0 SS BOLTS. T/S EL 33.50 EL 33.50 EL 33.50 T/S EL 33.50 1DISTORT THREADS AFTER INSTALLATION. PROVIDE BEVELED WASHERS. - -- --- 9. STEP TOP OF WALL FOR SLAB THICKNESS. TYP iI _ � _ _ T/SEL28.40 I I ) I I I WALL I I fl I I PUMP B4OO II - - II , 0 S 03 - II LI II I .I I I TT/SI I I I L I ) I S EL 17.50 a EL 17.50 / T/S EL ?/FTG EL 17.50 _ I - - - - - -- -- SECTION ri�l 2 2 SECTION: SECTION 3 3 SECTION r4 4 SCALE. 3 32 -1 -0 5-�S-04 S E: 3 32 �1 -0 S- -- � _ _�S-04 �_ " �,/ CAL / 03 S 04 SCALE: 3/32 1 0 S SCALE, 3/32 =1 0 S �S-04 CMU WALL REINF. , SEE ARCH DWG5 lYP - rn o ! -: NOTE 9. w STAIR f 4012 EW - �15012 EW. TdcO _ �' NOTE 4. - NOTE 9. r /' S1241.8 MONORAIL BEAM T/STL NOTE 4. ) EL 47.00 HOT DIP r� .... F CONC BEAM B-2• -#5010 V. E - w _ 5010 V EF � SEE DETAIL CONC BEAM: B 1, �5010 NdcV, EF I� r • w _ I -'` � SHEEP S-02 _ _ SEE DETAIL SHEET S 02 ALL 14 WALLS r = ET � ) w I �7010 H, EF _ r _ �7010 H. EF: - OI FOR REINFORCING SEE WEST I i WALL OF SECTION 1 SIMILAR z r o CONC COLUMN BEYOND z - O l{__- • • / �' ,r � CUSTOM FRP COVER. SEE 10 / i .� 7010 5010 " �' I� OETAlL SHEET S-02 - .1 ,• ,n M -a ,1 ��+ • DWWr_ OF r _ - • M - /. NOTE 4. - h too aNe • s • • i • _ J coNsT JOINT (TYP) ALUMINUM BEAM SEE S42x31,8 MONORAIL BEAM /B T STL • --IRWI ,,, o DETAIL SHEEP S Q3 EL 33.00 HOT :DIP t GAi-v) _ FLOOR DRAIN BEYOND TYP FLOOR DRAIN � (TYP) N I I 7010 �E701a p » i H. EF I I w EW, T&B CUSTOM Fill COVER, r- ►� REF SPEC SECTION SEE SECTION 1 I I THIS SHEET FOR 05531 AND DETAIL ON ' • REINFORCEMENT • NOTE 3. SHEETS_02 (TYP) _ - _ __ #5010" V, I INSIDE FACE • --- -- __ - - �5010" HdV EF #s01a V,- _ _ _ _ ALL 14" WALLS OUTSIDE FACE ------- - ------------ ----------- w f 1 6 CONCRETE COLUMN WE[ PUMP � Roots I I BEYOND w/ s #6 VERT, SEE . . SEE NOTE 1. COLUMN DETAIL SHEETS 02 ( ) o I _ I -, NOTE 3. PROVIDE 6 RETURN (SIM) TYP OF 4 NOTE 4. I I � I I `O I I to - OF WATERPROOFING . . _ { I MATERIAL AT BASE NOTE 4. _ I i SLAB'EDGE M I i Cm') 5010 EW, EF, T&8 i I (CHANNEL SEE EAST WALL WALLS & SLAB I I FOR TYP REINF "MIX C» CONC FILt.; I I ( I SEE PLAN FOR - 1 LOCATION I I I ) I 8 .OWLS 1 -0 OPENING BEYOND. MIX Cr CONCRETE TOPPING; 0 100 OF SEE PLAN FOR LOCATION AND SLOPE I r I ( •� GOORD w/ MECH o I I #7 OWLS EQUIPMENT PAD; SEE � I I I I I DETAIL SHEET S-01 0 10" IF » 6 i,-0" 2-6" 1 -0» I CONC COLUMN CONST JOINT w/ '• 1 p TYP I I I ) . _ I BEYOND (TYP) WATERSTQP (TYP) i I I I �4 TIES,0 I I - 12 OC . ••� • 8010" EW T 4- #7 T CONT i -LAI - - -- - - ---- ---- --- ---- - "­7 !Ari 47 �4J r - - o tV N 4- #7 B CONT iv - -- --- - - -- - SECTION 5 SCALE: 3/8 -1 -0 S-05 #701 o" EW, B -1 I I-1 11- I i-1 I I-) = T = =I f ►+ -r l - - RECORD DRAWING I f - THESE DRAWINGS HAVE BEEN REVISED TO REFLECT I. , Iil Iil " MAJOR GRANGES,. IF ANY, WHICH OCCURRED.:DURING. 3-o " 5'-0" CONSTRU ON. REVISIONS ARE BASED UPON 6 MIN COMPACTED STONE S ECTI O N 1 0 1 2 3 4 5 6 7 » INFORMA N UPPLIED BY CO OR. » SCALE. 3/8 1 0 S �S-04 TYP FOR `#8 DWLS IN 2-0 THICK �! PERIMETER WALL DATE. PER. 4 0 4 8 12 16 20 24 28 )4.01.2011 JAMES J 0 BRIEN UNITEDSTATES GHD AU 3/32 1 a � I ,:\86\14031\50\DRAWINGS\REC0RD DWGS\STRUC\91097-S05-PS-SC.DWG NOTES. RECORD DRAWING 3 WRH 1/11 LAW TOWN OF BARNSTABLE, MASSACHUSETTS Underground facilities, structures, and utilities have been totted 1/11 - DMH' DMH 9 P fr om available surveys and records,. and therefore their locations FOR CONSTRUCTION � OF must be considered approximate only. There may be others, he WRH 10 09 MAIN STREET PUMPING STATION REPLACEMENT PP y y ers, t � / o WILL .., e .. LAW 10j09 8MW DMHSTEARN C existence of which is presently not known. Anyone using -utility HALL, R. �+ o � _ FOR APPROVAL. NOT FOR CONSTRUCTION SANiTA Y information and data provided herein shall Call Dig Safe at L U WRH 07W. WHELERu.-888-344--7233 sevent two 72 hours, 3 business -do s_ in LAW 9 /°� 9LINCOLN ROAD PUMP STATION y � � , • y 0,/0 DMH- DMH ,�, Q advance to verifythe location . of of utilities prior to e p o start of NO.construction. SWE DRAWN-] DATE CHECKED DESIGNER PR DATE G/4 NAL� a Environmental Engineers & Scientists SECTIONS ' P R ECT SUPERVISOR DEPARTMENT S PE fSQR HYANNIS, MASSACHUSETS DRAWN' DATE CHECKED I R '1! • A E CHE ED DESIGNER P DATE J L..� No. JOB NO. 91097 coNTRACT 03 000 10 00 SHEET S O�