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HomeMy WebLinkAbout349 Route 28 DetailsSOIL TEST PIT DATA: TEST PIT TP -1 GRD. EL. 12.1 GW. EL. 4.8 011 - FILL 50" ff MSAND, 16 7.1 4.8 120" DATE: 11-19-03 TEST BY: THE BSC GROUP, INC. WITNESSED BY: DAVE FLAHERTY INDICATES INDICATES INDICATES PERC. OBSERVED ESTIMATED TEST GROUND WATER SEASONAL HIGH GROUND WATER 94' TEST PIT TP -2 GRD. EL. 12.7 GW. EL. 4.9 FILL B. L5, 10YR5/6 C, MEDIUM SAND, 2.5Y6/4 66"- 7.1 4.9 66" F111 120" - - - - - SOIL EVALUATOR DATE: SOIL EVALUATOR CRAIG FIELD 11-19-03 CRAIG FIELD TEST BY: SOIL CLASS: THE BSC GROUP, INC. CLASS I WITNESSED BY: DAVE FLAHERTY L.T.A.R. PERC. RATE: 0.74 G'P.D./SQ.FT. <2MIN./INCH 000000 p' p O O O 0-1 0 O Q G Op p. ° ° -n-a. 0. 18"-24" CONICAL SECTION HEIGHT OF RISER SECTIONS VARY FROM 1-4 FEET OUTSIDE OF PIPE +2" CLEARANCE PROVIDE -V- OPENINGS US PA SCALE: NONE 2'-0" - 4'-O'DU. 1"CLEAR 4 UNILOCK PERVIOUS PAVERS BEDDING LAYER 10" COMPACTED GRAVEL BASE LAYER NOTES 1. PERVIOUS PAVEMENT SHALL BE UNILOCK OR APPROVED EQUAL 2. PAVEMENT SHALL BE INSTALLED PER UNILOCK'S SPECIFICATIONS. E - LeBARON LK 110A FRAME AND COVER MATH 'DRAIN' EMBOSSED ON THE COVER (OR EQUIVALENT) BRICKS MAY BE USED FOR GRADE ADJUSTMENTS FRAME TO BE SET IN FULL BED OF MORTAR 5"MIN. ALL JOINTS 1#3 BAR AROUND OPENINGS FOR PIPES 18" DIAMETER AND OVER 1" COVER ,__MIN. 0.12 SQ. IN. STEEL PER VERTICAL FOOT, PLACED ACCORDING TO AASHTO DESIGNATION M-199 CEMENT CONCRETE CLASS "A" PIPE OPENINGS TO BE PRECAST IN RISER SECTIONS SECTION PRECAST CONCRETE DRAIN MANHOLE 140T TO SCALE HVLV F24 FEED CONNECTOR CULTEC 410 FILTER FABRIC CULTEC HEADER 6" OF 1.5" TO 2" DIA.' DOUBLE WASHED BROKEN STONE HVLV 180 BLIND TEE HVLV F24 FEED - CONNECTOR (TYP.) HVLV 180 STRAIGHT - CONNECTOR EDGE STONE BED (TYP.) 1' TYP. 1.5" TO 2" DIA. DOUBLE - WASHED BROKEN STONE 1' TYP. 12" HDPE FROM DMH #1 N OTES: 1. THE CULTEC RECHARGER 180HD SYSTEM, AREA #1 SHALL CONSIST OF THE FOLLOWING: TWO ROWS OF NINE CULTEC UNITS; EACH ROW SHALL HAVE ONE CULTEC 180S CHAMBER, SIX CULTEC 1801 CHAMBERS, AND ONE CULTEC 180E CHAMBER. 2. THE LENGTH OF THE CULTEC AREAS SHALL BE 64'. THIS LENGTH INCLUDES THE FOLLOWING: a) 1.0' OF DOUBLE WASHED BROKEN STONE AT THE BEGINNING AND END OF THE CULTEC UNITS, b) NINE CULTEC RECHARGER 180HD UNITS EACH WITH A LAY-UP LENGTH OF 6.33' AND LENGTH ADJUSTMENT OF 1', c) 3' WIDE CULTEC HVLV 180 HEADER SYSTEMS, & d) 2' LONG HVLV F-24 FEED CONNECTORS. 6" SEE ROADWAY DETAIL FOR ASPHALT AND GRAVEL BASE WIDTH CULTEC RECHARGER 180HDELEY=Q/-ELE�H FGRADE ELEVATI)NS AREAS #1 & #2 A APPR)X. HIGH WATER : 7.1 B CULTEC IN : 9.1 C FOP OF CULTEC : 10.3 D BOTOM OF CULTEC : 8.6 E STONE BOTTOM : 8.1 F 61 P QO . INAL GRADE 1 : ±13 F APPROX.'INAL GRADE #2 : ±12 -C RECHARGER 180HE O� 64.0' 3. THE INSTALATION OF THE CULTEC RECHARGER 18OHD SYSTEM SHALL ADHERE TO ALL THE REQUIREMENTS3ET FORTH IN THE CULTEC DESIGN CATALG. SYSTEM #1 ASPHALT PAVEMENT SEE DETAIL 85% COMPACTED FILL COVER OR - 1.5" TO 2" DIA. DOUBLE WASHED BROKEN STONE, 14" MIN CULTEC 410 FILTER FABRIC--\ 1.5" TO 2" DIA. DOUBLE WASHED BROKEN STONE 20 " ELEV=D 12" HDPE FROM PROPOSED CB2 (AREA #2) HVLV F24 FEED CONNECTOR (TYP.; HVLV 180 STRAIGH CONNECTO EDGE STONE BED (TYP.) HVLV 180 BLIND TO 1.5" TO 2" DIA. DOUBLI WASHED BROKEN STONI 1' 16• COVER FOR H-20 -i WHEEL LOADING EDGE STONE BED (TYP.) MF A) APPROX. HIGH WATER =7.1 I NOTES: 1. THE CULTEC RECHARGER 18OHD SYSTEM, AREA #2 SHALL CONSIST OF THE FOLLOWING: THREE ROWS OF SIX CULTEC UNITS; EACH ROW SHALL HAVE ONE CULTEC 180S CHAMBER, FOUR CULTEC 1801 CHAMBERS, AND ONE CULTEC 180E CHAMBER. 2. THE LENGTH OF THE CULTEC AREAS SHALL BE 46'. THIS LENGTH INCLUDES THE FOLLOWING: a) 1.0' OF DOUBLE WASHED BROKEN STONE AT THE BEGINNING AND END OF THE CULTEC UNITS, b) SIX CULTEC RECHARGER 18OHD UNITS EACH WITH A LAY-UP LENGTH OF 6.33' AND LENGTH ADJUSTMENT OF 1', c) 3' WIDE CULTEC HVLV 180 HEADER SYSTEMS, & d) 2' LONG HVLV F-24 FEED CONNECTORS. i i 3. THE INSTALLATION OF THE CULTEC RECHARGER 18OHD SYSTEMS SHALL ADHERE TO ALL THE REQUIREMENTS SET FORTH IN THE CULTEC DESIGN CATALOG. I SYSTEM #2 L2 - LENGTH FIRST 2 LINTS L' - EACH ADDITIONAL LN T - SCALE: NONE ENDING UNIT 180E/330E tN Of Ike_ MARK O. yG ase 1C CIVIL W37 P PROFESSIONAL ENGINEER DATE WE E 1C LM #343 MAIN STREET ROUTE 28 ��p�IN `VIljLjOjjjl�jj9 llj�H°1j�jj° �� �Y�°t'�il°1IA�U AVIIB l�dJo7/(/jC ylLjlS fj fj (BAfRNSTABLE COUNM DIE ll AIS SEPTEMBER 23, 2004 REVISIONS: NO. DATE DESC. 1 7/12/05 ADD UTIL EASMENT REV. DRAINAGE SYSTEMS PREPARED FOR: JACK HYNES C/O THE IRISH VILLAGE 512 MAIN STREET (ROUTE 28) WEST YARMOUTH, MA 02673 BSC GRoup 657 Main Street, Unit 6 W. Yarmouth Massachusetts 02673 .108 778 89 99 © 2004 The BSC Group, Inc. SCALE: AS NOTED FILE: SVY\8364-DET DWG. NO: 5385.02 SHEET 3 OF 3 JOB. N0: 4-8364.00