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HomeMy WebLinkAbout2 Apache Drive - Details24" DIA. HEAVY DUTY C.I. FRAME AND COVER 6'-0". DIA. 3" LAYER OF PEASTONE EXTEND M.H. TO FINISH GRADE W/ SEWER BRICK & MORTAR \i FILTER FABRIC (1' OVERLAP) 0 0 0 0 12"• HDPE XKV \ 0 0 0 0 SHOREY LCB -1000-H-20 OR EQUIVALENT 0 0 0 0 j 0 0 0 0 \ 4'-11„ 2'-0' 0 0 0 ��}} V 2'-OK<-.-I 12" HDPE \ V / 0 0 0 0 j f 2 / CROSS-SECTION H-20 PRECAST DRYWELL (TYP.)_ (V B 0 N 12" Hn, PE (TYP) PLAN VIEW - SYSTEM #3 NOT TO SCALE 4 b 3/4" - 1 1/4" DIA. WASHED STONE 6*- 0" DIA. - PLAN VIEW H-20 PRECAST DRYWELL r— LMIN VICVV D I D I CM 77I SPE (TVD} NOT TO SCALE FLAN VILVV — 5 T5 I LM #2 NOT TO SCALE STORMWATER DRAINAGE SYSTEM DETAILS NOT TO SCALE I .�?E (TYP) SOIL TEST PIT DATA: TEST PIT -#1 TEST PIT #2— TEST PIT —#7 TEST PIT — #4 GRD. EL. 82.8 GRD. EL. 84.4 GRD. EL. 85.3 GRD. EL. 84.6 EST. HIGH GW. NA EST. HIGH GW. NA EST. HIGH GW. NA EST HIGH GW NA FILL 90" 132" ff A X777%��'7TllTi�777� LOAMY SAND 10YR 3/2 B LOAMY SAND 10YR 5/6 EL = 82.6 MEDIUMI SAND 1OYR 7/4 52" LOAMY2SAND 10YR 7/4 COARSE SAND 10YR 7/3 16" 32" 56" INDICATES -SL OBSERVED GROUND WATER DOG DN INDICATES 180" DCA FERC. TEST INDICATES ' UNSUITABLE 186" MATERIAL EL = 69.1 8" EL = 69.8 ''"' EL = 69.4 180 EL = 72.8 EL = 67.2 EL = 75.3 108 DATE: DATE: COMMERCIAL DATE: EL = 73.6 140" DATE: DATE: DATE: (BARNSTABLE COUNTY) DATE: DATE: .--.9/29/05 9/29/05 TEST BY: 9/29/05 9/29/05 TEST BY: TEST BY. THE BSC GROUP, INC. TEST BY: TEST BY: THE BSC GROUP, INC. THE BSC GROUP, INC. THE BSC GROUP, INC. THE BSC GROUP, INC. . WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: AMY VON HONE AMY VON HONE BRUCE MURPHY AMY VON HONE AMY VON HONE PERC. RATE: PERC. RATE: C/O PERC. RATE: PERC. RATE: N A MIN./INCH N A MIN./INC N A MIN./INCH 3 MIN./INCH N/A MIN. INCH SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR MARK DIBB MARK DIBB SOIL EVALUATOR MARK DIBB MARK DIBB SOIL CLASS: SOIL CLASS: 1 1 L.T.A.R. L.T.A.R. 0.74 G.P.D./SQ.FT. 0.74 G.P.D. SOIL CLASS: 1 L.T.A.R. 0.74 G.P.D./SQ.FT. SOIL CLASS: L.T.A.R. 0.74 G.P.D./SQ.FT. TEST PIT #5— TEST PIT , -#6 TEST PIT #7 TEST PIT _#8 TEST PIT _ #9 GRD. EL. 79.5 GRD. EL. 82.5 1 GRD. EL. 82.8 GRD. EL. 83.2 GRD. EL. 84.3 EST. HIGH GW. NA EST. HIGH GW. NO WATER EST. HIGH GW.. NA EST. HIGH GW. NA EST. HIGH GW. NA TO ELEV=62 FILL L L = 82.6 A LOAMY SAND 10YR 3/2 52' B LOAMY SAND Cl MEDIUM SAND 10YR 7/3 0" 162" 168" 192" n A ^ It 0" 60" 72" i nn" 0" 156" 168" off, 36" ff tl -dy.D LL = b1.0 MARK D. DIBB EL = 72.8 EL = 67.2 EL = 75.3 108 DATE: DATE: COMMERCIAL DATE: DATE: DATE: 10/13/05 10/13/05 (BARNSTABLE COUNTY) 10/13/05 10/13/05 10/13/05 TEST BY: TEST BY: 1 TEST BY. TEST BY: TEST BY: THE BSC GROUP, INC. THE BSC GROUP, INC. THE BSC GROUP, INC. THE BSC GROUP, INC. THE BSC GROUP, INC. WTNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: BRUCE MURPHY BRUCE MURPHY BRUCE MURPHY BRUCE MURPHY BRUCE MURPHY PERC. RATE: PERC. RATE: C/O PERC. RATE: PERC. RATE: PERC. RATE: N/A MIN./INCH N A MIN./INCH 657 Main Street N/A MIN./INCH N A MIN./INCH NLA MIN./INCH SOIL EVALUATOR SOIL EVALUATOR 0 10 20 40 FEEr SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR MARK DIBB MARK DIBB MARK DIBB MARK DIBB MARK DIBB SOIL CLASS: SOIL CLASS: SOIL CLASS: SOIL CLASS: SOIL CLASS: 1 1 1 1 1 L.T.A.R. L.T.A.R. L.T.A.R. L.T.A.R. L.T.A.R. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. ISSUED FOR PERMITTING NOT FOR CONSTRUCTION .�N OF 9� �G MARK D. DIBB CIV!!L v; No. 45937 ` S/E3NAL ec DATE PROFESSIONAL ENGINEER SITE PLANS COMMERCIAL DEVELOPMENT #2 APACHE DRIVE IN YARMOUTH PORT MASSACHUSETTS (BARNSTABLE COUNTY) DETAILS DECEMBER 8, 2005 I f 1 ISIONS NO. DATE DESC. 1 2/15/06 REV. ZONE LINE ADJ. PARKING PREPARED FOR: PORTSIDE DEVELOPMENT PARTNERS C/O BROWN, LINDQUIST, FENUCCIO & RABER ARCHITECTS, INC. 203 WILLOW STREET YARMOUTH PORT, MA k 3 657 Main Street Unit 6A, Route 28 W. Yarmouth, Massachusetts 02673 508 778 8919 © 2005 BSC Group, Inc, SCALE: 1 " = 20' 0 10 20 40 FEEr FILE: 48882 -EXISTING. DWG DWG. NO: 5662-02 SHEET 7 OF 7 JOB. NO: 4.8882-00