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DESCR I PTION DATE BY GARBITT / BLACKBURN INDUSTRIAL SITE IN HYANNIS - BARNSTABLE, MASSACHUSETTS SEWAGE SYSTEM DETAILS FOR SEACOAST CONSTRUCTION CORR tibbetts engineering core. Vtlo E New Bedford, Mossochusetts t4EC Fo11 River, Mossochusetts - � S _ f 1•` CONSULTING ENGINEERS av {• '� DES. BY: G.N. H. SCALE AS NOTED DR. BY: L. M. P. SHEET 2 OF 3 SHEETS CHK. BY: R, C.V. DATE FEB. 5, 1986 Job no. 7531 ;7 T,71 7, ti 0 12 0 ,AL PRECAST' CONCRETE CATCH BASIN 16 .GA. TRENCH LENGTH 2 VARIES (SEE SITE FOR LENGTH)MI PLAN 24"t I BRICKS MAY BE USED FOR 12 16 GA. CORR. AL. PIPE SQUARE OPENING SEE DETAIL GRADE,ADJU STM E NTS. FRAME TO BE SET IN 0 18 24 8"MIN. 0 TAPERED SECTION FULLSED OF MORTAR 1 8 U z uj w F_ 48"4 1" DIAMETER • MORTAR ALL JOINTS .' O _—PROVIDE "V OPENINGS ,NEE PROLE L4 MIL POLYETHYLENE SHEET 8' x 12'MIN. OPENING TO BE PRECAST HEIGHT OF RISER IN RISER SECTION) OUTSIDE OF PIPE TO RECHARGE TRENCH 0 _3 SECTIONS VARY 4 FROM I TO 4' SEE NOTE 2 +2" cn CLEARANCE PLAN VIEW 0 SEAL AROUND PIPE I"CLEAR (I`wA1N.OA2SQ.IN. STEEL PER VERTICAL FOOT PLACED —4" PEASTONE ACCORDING TO AASHYO (STANDARD DESIGNATION M 199 6-6 DEPTH) 3'-O" AX 1' L?/---COMPACTED BACKFIL \­12 0 16 GA. CORR. AL. PIPE 5"MIN., S=O. 005 V�ep 0 0 1_� d .0 C7 CLOSED END W/ 1/2' GALV. HARDWARE CD CLOTH, OR PERT AL. PLATE. 3" TO 5 TAILINGS PERFORATED WHEN A CURB INLET IS INSTALLED, THE OPENING IS TO BE 24tk I" x 27" 1 1 ALUMINIM PIPE SECTION THRU (L NOTE : NOTES: PROYIDE CONNECTIONS TO CATCH BASINS OR ROOF DRAINS AS REQUIRED. 1.FACE OF PIPE FLUSH OR NOT TO PROJECT MORE THAN 4" FROM FACE OF WAL L ALONG CENTERLINE OF PIPE., 2.FOR DESCRIPTION, MATERIALS AND CONSTRUCT!ON METHOD, SEE SPECIFICATIONS. RECHARGE TRENCH DETAILS NOTTO SCALE ROOF DRAIN DRYWELLS TO BE CONSTRUCTED SIMILAR TO THE ABOVE, HOWEVER THEY SHALL BE 4'WIDE x 4' LONG x 4' DEEP. RUBBER • HOSE 3 GUY WIRES q TURNBUCKLE SET TREE AT IT'S ORIGINAL DEPTH 6 OR 2 VIEW 18 ��24 2 6 8' AS, SHOWN ON PLAN 3" PEAT MULCH STAKE W/SCREW EYE PARKINgr.,j,AREA PREPARED PLANTING, ACCESS , ROAD (COUSHE _'STON0 SOIL RRTIE !7LL T-T I OR"CUR 3"BIT PAVE. -7 3' 0 ILI�E -7-/--7- 7 8"GRAVEL 7 IFOCZ ✓ COMFACTED PREPARED of-ofl PLANTING SOIL 6" IN DEPTH TRE E PLANTING DETAIL NOT TO SCALE A A, ROOF DRAIN NOTED ADDED 2/28/86 R.C.V. j Sym. DESCRIPTION DATE BY 00 j �TYPI CAS. ACCESS ,".., ROAD SECTION GARB ITT/ BLACKBURN INDUSTRIAL SITE sum IN NOT TO SCALE • BARNSTABLE, MASSACHUSETTS , HYANNIS SITE IMPROVEMENT " DETAILS .36 FOR SEACOAST CONSTRUCTION CORP. IA OF &I tibbetts engineering corp. 0 P�17- C. a x New Bedford, Massachusetts ERKDE Fall River, Massachusetts CONSUL TING ENGINEERS No., 29781 ,47 (I A� x. DES. BY: R.C. V. SCALE: AS NOTED DR. BY: L,M. P, L S 0 0 0 CL OSED LO A 5 L- S r V ED END W'"2' HARDWARE CLOTH, H OR PERF AL. PLATE. A T E. To T IL 13S 3 5 TAILINGS now DA T E FE-B. 5, 1986 -C.V. SHEET 3 OF 3 SHEETS"I C HK. BY: R, Job no. 7531 N 1 3 1 i I r iI I I 1 i j 6 , i , f ! } If j FRONT ELEVATION 1 _._..-w .._-._ ___-__.._ 1 E i + I 1 1 r f i m.a9�atiffi^L•tlx,.�...,.r�q,ryy.�Rd� .,.. .. -. '��.. 'eve :.•`^.,;A!,ClLu.t �✓,"�' .drv�x �.'Ma2M-:.... .. ,yy i 0 �— — B A EL F1 'AI 10N t i i { i f w ELEVATIONS BUILDING 3 `EFT ELEVATION RIGHT ELEVATION REVISIONS GARBITT & BLACKBURN —DATE BY _ 9-Z 3-8 " E -A DRAWING N0. /I - 3- C O A S T r -z� . c. CONSTRUCTION CORP. 106 1/2 HUTTLESTON AVE. -FAIRHAVEN, MA. 1 C DRAWN BY:(�I K 1�L'+\f 1 CHECKED 13Y: ✓ 1 y ----------- -------- ------- - - ------ on Elo C -- ---- -FYP I C A L RES T VALID F 'T- UAC- H L) t--,j I T -- ---------- 7-7 f2 r2- 12, -A I Li co � I � 1 NC-QIF 7 E. 2)Loc-K ;5 1 r-sw r4 10 L(1) y CrD C oFl coo 10 L I- 10 1 -7 1 r7l� X kx j C), 0 S- 10 C) 4/- 1 li 12 -0 3 3 C p -0 2--1 0 2z4 D ?W C OWNM : DICH GAag IT 112AW16"a gLA,--KgurztJ ADDRESS : CiT AVF TEL . HvAkjots I mpt 26 It r% Ago#, a v BUILPINU UUTLINI E zr'*o P E k0m;Q&I F I C A T 10" N Ty S PE. r-Of,loff AFL]> ""A L MEZZANINE S 0. FT REMARKS EVE HT. 20 SECOND FLR.SO.FT FLOOR PLAN LENGTH: ROOF LOADS WIDTH: &0 LIVE LOAD: 30 , 90.FT. jr7 -80 WIND LOAD: ? I BUILDING #3 Cu,FT MECHANICAL LOAD ENGINEER : REG.NO. ARCHITECT : REG. NO. W DRAN BY : we AREA OF PROPERTY SO . FT . (ol, 300 AREA OF EXISTING BLDG . SO . FT * 1. 11 1 .111-i"l-I& R O EVISINS AREA OF ADDITION SO . FT . GARBI BLACK TURN. DATE By AREA OF PROPERTY SO . FT . 7-2? -PS M I'l/ AREA OF PARKING SO . FT . DRAWING I G NO, S E A C 0 A S T PLOT NO :3 )2 M14P CONSTRUCTION CORP. 106 1/2 HUTTLESTON AVE.-FAIRHAVEN, MA. LOT NO . 5 1 SCALE: 10'7 C-) DATE: ZONING DRAWN BY- j1r. A/ CHECM BY: 11 �- I- ­ - ,-­- - __ I - ­1 I I - -1 ­- - I­ ­ I I _ I � I __ ­ � I I 11-1-1-1­ ­ __­____1_11_­____ __ __ ________,_______ __ - --,- ,- ---------,--. __ ___ --- - ___­_1_­____ _­­­_ ­1____1____­_.______­­___ ­I ­1 - _- -------I-------- � - ,---"-- ­_­­ , , ­­ - - .---- I,-,------ ­_-------- __ I- _ - - - � I� _. _ -- I __� __- ­1- - -I - - -, ­ ­___1_____1 I ___.____­ ­­­­— I- ­ - ­_111 I ­1 __ ------- __ ____ -1 . -I ­­_1____I _ - __ ______ 1� - I- - - I - I'll — I - _ I I 11 -�-11-.,----- I ­­-- -_ ---- - -_ ______ - ___­ _- I � I t I I � . I � - 4 -A -� I . I I I I ,I-- -_ �W_ i -, I .------. -----,,- , ____. 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