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HomeMy WebLinkAboutDecision 3933 - Details Sheet 25 FOR STRAIGHT WAILS. ALTEREM7E A -CM AND B -CAP 16. 'I� �12• , aB-CAPj -I I72' Ll B-CAP v. 14' 14' SPLIT EXPOSED SIDE * •;>w � �• �Ix,.y., . 5A.T aw .a.,. -,c._ v-�y-,cnr�,• .a.g�•w 1fs!`�Ar7LtrF FL"1 RANDOLLLY STAGGER s:kj{S_}nr*.'_t �.� �!_'�:- '.; �±e.. .Yx-�h��.: Pei CNID411GIi VERn AL JON7IS Y_ra .M Y.wa n Y-rr r _Y' -j'!.. / .� OLT.& -� USE SPOT IMLF UNT TO FINISH STEP IN TOP OF WAIL 3/4' OVERHANG WPING DECAIL-PROI-ILE STEP AT TOP OF WALL N.T.S. VERSALOK 1 SCALE: NONE INDICATES INDICATES SOIL TEST PIT DATA: 'FERC ��V - ESTIMATED TEST - GROUND WATER SEASONAL HIGH GROUND WATER TEST PIT - GRD. EL. 121 GW. EL. 4.8_ GENERAL NOTES FOR CAPPING: ,. CAPS VERSA-UDK MRS "SING E 2. CAPS MAY BE RACED 161111 A 1/2' TO 3/4' OVE16WNi OF TOP COURSE 3. WHEN SPLMOC CAP UNIT FOR WALL END DO NOT USE A CAP SECTION LESS 71-M 6" WIDE 4. DO ;i000 NO CAP AT END OF COURSE MOM W C2. MEDIUM SAND. 1OYR6/6 60" -7- 7.1 �-- 4.8 120" ' DATE: 11-19-03 TEST BY - THE BSC GROUP, INC. WITNESSED BY. DAVE FLAHERTY PIT TP -2 E, 12.7 EL. 4.9 0" & #2 `- LIMIT OF 7.1 B) CULTEC IN : rxa 24" t COMPACTED TO 95X 6' MN. LEVELING COURSE E STONE BOTTOM STANDARD PROCTOR (PROCTOR BY CONTRA 7'-0' NM FOR WALL 3 '-0' NFOR WALLS 2 L 4 �R 50' FTR WALL 1 5' - NM 32'C, TYPICAL WALL CROSS SECTION MEDIUM SAND. VERSALOK 3 2.5Y6/4 66" 1`11 120- - - SOIL EVALUATOR DATE: SOIL EVALUATOR CRAIG FIELD 11-19-03 CRAIG FIELD TEST BY: SOIL CLASS: THE BSC G OUP, INC. CLASS I WITNESSED BY - DAVE FLAHER L.T.A.R. PERC. RATE: 0.74 G.P.D./SQ.FT. O ° " . O 0 0 0 00 . 0 O 0i 0 O_ - o o 0 - O 00 )ER i )S PA SCALE: NONE UNILOtK 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. j�y N.-. • ei. r- •r4 �jY.w hy�r• W wom %W�Nn W It M K m.WOK ILTi n ' 6ora��rul0i wm�o ana6 R!R IIlF ur SWAM fN/ 11EC� �'• ••�••� Ir IML EMT 06E7®UU'`„ IML VERSALOK 2 SCALE: NONE NOTES 1. SEE ELEVATION FOR ACTUAL NUMBER OF COURSES BELOW BASE GRADE/ABOVE BASE GRADE o WAf LL VARIES HVLV F24 FEED CONNECTOR CULTEC 410 FILTER FABRIC CULTEC HEADER 6" OF 1.5" TO 2" DI DOUBLE WASHED BR STONE FINISH GRADE UK -� 4' MEET NEW FINISH GRADE 1r IMPERVIOUS FILL GEOSYN7HETIC REINF. STRIP (6' LESS THAN EXCAV TYP. 1r THICK DRAINAGE �- AGGREGATE -R PERFORATED DRAIN VERSALOK MODULAR BLOCK (TYP.) I EXCAVATION EXISTING MATERIAL TO REMAIN UNDISTURBED B -CAP lll-�w 6MSIDE UUSE B-CONLY LOUTSIDE OAVES USE A-0RPS ONLY A -W AQP s I CAPPING DETAIL -PLAN VIER! CURVES INTI FW9ED GRACE LINE , GIYMAAR LAELM' - '• MMD r TICKwl BUItf oNE AIxxnON•L FULL U ff LUL WONTUIM.0 SDE. -LWT CHM1013 N MSE E11iAIM mTO AVOID DWFUV •L SErnlow -bm7EN DOUGH mmwvm STU"% BASE DETAIL NTS. VERSALOK 4 SCALE: NONE crr on.nur.v nrY•ur rnn ELEVATIONS AREAS #1 & #2 `- LIMIT OF 7.1 B) CULTEC IN : REINFORCED BACI(FKl C TOP OF CULTEC : 10.3 COMPACTED TO 95X 6' MN. LEVELING COURSE E STONE BOTTOM STANDARD PROCTOR (PROCTOR BY CONTRA 7'-0' NM FOR WALL 3 '-0' NFOR WALLS 2 L 4 ±12 50' FTR WALL 1 5' - NM TYPICAL WALL CROSS SECTION N.T.S. VERSALOK 3 B -CAP lll-�w 6MSIDE UUSE B-CONLY LOUTSIDE OAVES USE A-0RPS ONLY A -W AQP s I CAPPING DETAIL -PLAN VIER! CURVES INTI FW9ED GRACE LINE , GIYMAAR LAELM' - '• MMD r TICKwl BUItf oNE AIxxnON•L FULL U ff LUL WONTUIM.0 SDE. -LWT CHM1013 N MSE E11iAIM mTO AVOID DWFUV •L SErnlow -bm7EN DOUGH mmwvm STU"% BASE DETAIL NTS. VERSALOK 4 SCALE: NONE crr on.nur.v nrY•ur rnn 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 : 6 E STONE BOTTOM 8.1 F APPROX. FINAL GRADE ±12 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 i- 0 ° 000 0 0 0°0o Oo. • 0 00 00 206, 0 000 0 000 0 000 000 6" STONE RASE_ 0 010-00 °0 00 0 0 0 , STARTING UNIT f /000 160S/330S 21 ADDITIONAL UNITS 1601/3301 , MGA FW 2 WTS L' - EAOi ADD h%k U(T ENDING UNIT 180E/330E 12" HDPE FROM EXISTING CB (AREA #1) OF PROPOSED C82 (AREA #2) HVLV F24 FEEC CONNECTOR (TYP. HVLV 180 STRAIGH CONNECTC EDGE STONI BED (TYP.) HVLV 180 BUND TE 1.5" TO 2" DIA. DOUBL WASHED BROKEN STON 11 1 =7.1 -- /ER FOR H-20 EEL LOADING EDGE STONE BED (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 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: o) 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, do d) 2' LONG HVLV F-24 FEED CONNECTORS. ARGER 180HD S` SCALE: NONE 1 1 3. THE INSTALLAMDN 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 DA 9 -ay PRO SSIONAL ENGINEER DATE SITE PLAN #343 MAIN STREET ROUTE 28 IN YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) DETAILS SEPTEMBER 23, 2004 REVISIONS: NO. DATE DESC. 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 508 778 8919 © 2004 The BSC Group. Inc. SCALE: AS NOTED [FILE: SVY\8364-DETWG. NO: 5385.02 SHEET 3 OF 3 OB. NO: 4-8364.00 1 i