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HomeMy WebLinkAbout83-1699 - Details002SF IN 16" B -CAP 12"A -CAP I 1 14" Is 3 5/6"J RANDOMLY STAGGER VERTIM JOINTS FOR STRAIGHT WALLS, ALTERNATE A -CAP AND B -CAP GENERAL NOTES FOR CAPPING: 1. CAPS SHALL BE ADHERED TO WALL USING VERSA-LOK CONCRETE ADHESIVE 2. CAPS MAY BE PLACED WITH A 1/2" TO 3/4" OVERHANG OF TOP COURSE 3. WHEN SPLITTING CAP UNIT FOR WALL END DO NOT USE A CAP SECTION LESS THAN 6' WIDE 4. DO NOT OVERHANG CAP AT END OF COURSE MORE TRW I' �Ai lrYcsi _ - USE SPLIT HALF UNIT TO FINISH STEP IN TOP OF WALL .I 3/4" OVERHANG CAPPING DETAIL -PROFILE STEP AT TOP OF WALL N.T.S. VERSALOK 1 SCALE: NONE ICATES _ INDICATES INDICATES OBSERVED �_ ESTIMATED SOIL TEST PIT DATA. PER TEST GROUND WATER SEASONAL HIGH GROUND WATER TEST PIT TP -1 GRD. EL. 12.1 GW. EL. 4.8 o" C2, MEDIUM SAND, 10YR6/6 60" -7-- 7.1 V 4.8 120" 1 ov „vm DATE: 11-19-03 TEST BY: THE BSC GROUP, INC. WITNESSED BY: DAVE FLAHERTY TEST PIT TP -2 GRD. EL. 12.7 GW. EL. 4.9 24 32" C, MEDIUM SAND, 2.5Y6/4 66"--3L- 7.1 _17 4.9 OF PIT 120" 1 IsU I wM OF rl I I 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. <2 MIN./INCH 0 ° 00 . ° o Z 0 °- ° 0, ° 0 . ° ° 0 ° ° 0 ous PA SCALE: NONE 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 •• OA•• DM VERSA -TUFF PIN PIN DIMENSIONS RTS PN HOLES ANO SUI SETBACK OU COR' 1 i•• =r .roti -.t •rE:.b_. a/P SEI614iT vvesl.TLPr Px ] PPR lA•f NOTES 1. SEE ELEVATION FOR ACTUAL NUMBER OF COURSES BELOW BASE GRADE/ABOVE BASE GRADE. PNNM SLOT FOR SIPAE'V• R SPILT PACE FFEE"+TrFIDIRc NYI.S VMA-LOK UNIT UNIT DIMENSIONS KT3. VERSALOK 2 SCALE: NONE 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 177777777 is 20.5" }" a aI00 4" MINIMU 7.1 PINN'NG DETIUL 6" STONE BASE 1' MEET NEW FINISH GRADE 10.3 caass sPCIIOH RTS 8.6 12" IMPERVIOUS FILL 8.1 F APPROX. FINAL GRADE : ±12 OCTOBER 27, 2004 APPROX EXCAVATION NO. DATE DESC. UNE EXPOSEa WALL GEOSYNTHETIC REINF. N�OLES VARIES STRIP (6" LESS THAN EXCAV TYP. sPlm•c �TooyE 12" THICK DRAINAGE FaR Iws urar AGGREGATE EXISTING MATERIAL 5FUnI. PREPARED FOR: JACK HYNES TO REMAIN rAxox isuiMR O FINISH GRADE BSC GWOUP UNDISTURBED W. Yarmouth Massachusetts UNE 508 778 8919 © 2004 The BSC Group, Inc. � t`- • FILE: SVY\8364-DET-NOI "0 PERFORATED DRAIN SHEET 3 OF 3 k. VERSALOK MODULAR BLOCK (TYP.) PNNM SLOT FOR SIPAE'V• R SPILT PACE FFEE"+TrFIDIRc NYI.S VMA-LOK UNIT UNIT DIMENSIONS KT3. VERSALOK 2 SCALE: NONE 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 177777777 is 20.5" }" a aI00 ° o 7.1 a 6" STONE BASE 1' 00 10.3 D BOTTOM OF CULTEC : STARTING UNIT 18OS/330S 6" MIN. LEVELING COURSE 7'-0' MIN. FOR WALL 3 6'-0' MIN. FOR WALLS 2 6 4 5'-0' MIN. FOR WALL 1 go TYPICAL WALL CROSS SECTION N.T.S. VERSALOK 3 HVLV F24 FEED CONNECTOR CULTEC 410 FILTER FABRIC CULTEC HEADER 6" OF 1.5" TO 2" DIA.' 1 DOUBLE WASHED BROKEN STONE INV= • n•':•• 2' ADDITIONAL UNITS 1 1801/3301 1' L2 - LENGTH FIRST 2 UNITS L' - EACH AmTmAL LNrr CULTEC RECHARGER 18OHD ELEVATIONS AREAS #1 & #2 A APPROX. HIGH WATER : 7.1 B CULTEC IN : 9.1 C TOP OF CULTEC : 10.3 D BOTTOM OF CULTEC : 8.6 E STONE BOTTOM : 8.1 F APPROX. FINAL GRADE : ±12 ENDING UNIT 180E/330E Cu LIMIT OF REINFORCED BACKFILL COMPACTED TO 95% STANDARD PROCTOR (PROCTOR BY CONTRA 12" HDPE FROM EXISTING CB (AREA #1) OR PROPOSED CB2 (AREA #2) HVLV F24 FEED - CONNECTOR (TYP.) HVLV 180 STRAIGHT - CONNECTOR EDGE STONE BED (TYP.) HVLV 180 BLIND TEE 1.5" TO 2" DIA. DOUBLE - WASHED BROKEN STONE 1' TYP. C3 B -CAP B -CAP INSIDE CURVES USE B• -CAPS ONLY OUTSIDE CURVES USE A -CAPS ONLY A -CAP A -GP CAPPING DETAIL -PLAN VIEW CURVES N.T.S. FINISHED GRADE LINE RANDOMLY STAGGER VERTICAL JOINTS GRANULAR LEVELING PAD 6" THICK I- X111-11 -11 BURY ONE ADDITIONAL FULL UNIT MIN. UNDISTURBED SOIL NOTE: -LMT CHANCES IN BASE ELEVATION TO 6' PER STEP TO AVOID DIFFERENTIAL SErnEMENT -STEP OFTEN ENOUGH TO MAINTAIN MINIMUM REOURED EMBEDMENT STEPPING BASE DETAIL N.T.S. VERSALOK 4 SCALE: NONE SEE ROADWAY DETAIL FOR ASPHALT AND GRAVEL BASE WIDTH FINISH GRADE ELEV=F 1' TYP. NOTES: 1. THE CULTEC RECHARGER 18OHD SYSTEM, AREAS #1 AND #2 SHALL CONSIST OF THE FOLLOWING: THREE ROWS OF SIX CULTEC UNITS; EACH ROW SHALL HAVE ONE CULTEC 1805 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 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. SCALE: NONE 16" MIN. COVER FOR H-20 WHEEL LOADING A) APPROX. HIGH WATER =7.1 46' EDGE STONE BED (TYP.) 3. THE INSTALLATION OF THE CULTEC RECHARGER 18OHD SYSTEMS SHALL ADHERE TO ALL THE REQUIREMENTS SET FORTH IN THE CULTEC DESIGN CATALOG. ISSUED FOR PERMITTING NOT FOR CONSTRUCTION ■ �1H OF,1(1d �A G .ate OAVIDJ. CML No. 32112 A S IONALEH 7•� PROFESST AL ENGINEER DATE NOTICE OF INTENT #343 MAIN STREET ROUTE 28 IN YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) DETAILS OCTOBER 27, 2004 REVISIONS: NO. DATE DESC. PREPARED FOR: JACK HYNES C/O THE IRISH VILLAGE 512 MAIN STREET (ROUTE 28) WEST YARMOUTH, MA 02673 BSC GWOUP 657 Main Street, Unit 6 W. Yarmouth Massachusetts 02673 508 778 8919 © 2004 The BSC Group, Inc. SCALE: AS NOTED FILE: SVY\8364-DET-NOI DWG. NO: 5385.02 SHEET 3 OF 3 JO6. N0: 4-83fi4.00