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HomeMy WebLinkAbout203 Willow Street - Details 4I SIX LEACHING CATCH BASINS TEST PIT TI - Ny AAIGR I EL 35.85 GRD. EL. 62.25 00 0 00 0 00 000 GW. EL N/A 01-A GW. EL N/A LOAMY' AND 8" SHOREY 8' DIAMTER LCB -8 THE BSC GROUP, INC. g LOAMYAND LOAMY SAND MANHOLE BROUGHT TO 24" IOYR 4/2 8 " C MEDIUM SAND LOAMY SAND 2.5Y 6/3 W/ ONE 2' SHIM BENEATH 26' DETAILS 3 MIN./INCH FINISH GRADE WITH BRICKS C MEDIUM SAND CRAIG FIELD YARMOUTH, MA 25Y 6/3 SOIL CLASS: H-20 LOADING L 24" DIA. A OR REINFORCED CONCRETE 24" DIA, 02673 508 778 8919 © 2002 The BSC Group, Inc. SCALE: 1" = 20' 0 2.5 5 10 rEIM MORTIANR. MANHOLE PRECAST CONC. GRADING RINGS. MANHOLE CHECK: R. CHAPMAN FILE: 8377-SP.DWG DWG. NO: 5351-02 PEAsroNE NOTES: TO MEET H-10 LOADING FRAME TO BE SET IN FILTER FULL BED OF MORTAR. 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP � 4' OF PEASTONE PEASTONE a; •:. •-.: 0 0 0 C3 4 MIL. POLY C3 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSINLE ROUTE FILTER 4 ET EXCLUDING PUMP RAMPS SHALL BE 5X / . •.•• • 0 0 ° 0 0 0 • Z. 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE oRusHED > ° �` •: •. C3 C3 v 0 •: •, . .: 0 . "•' + • ' ' RCP INLET PIPE -: f. •• •.`4:•: �. `• :II 0 0 0 o a 0 �.ia '"- •* • •a '". •� ' ;.:, • ;: o 0 0 0 0 0 12" RCP INVERT (A) 0 0 0 0 A: PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS 12' RCP C7 C7 C7 C7 UTILITY POLES, TREE WELLS, SIGNS, ETC. C� A.A. a ` A`� a ` • ` • ��':• i. CJ [� CJ O O O + •a •: •. �- RCP OUTLET PIPE ... : :.f:�' :.1: ':. .: .� 0 0 C3 •.4.INVERT .1: (C) = 43.00 "= •: - A. z : :, . .:. . .. ''+, '`+ :' •• e o 0 0 �:. �.:.. �. HANDICAP RAMP �• � .. r. 0 0 0..ENVELOP •. •: •: .: `: •. •:•: •: •.;: •: r: ' V CRUSHED SCALE- NONE .:•:,.' .•: . .. . •: .. •: •. •:•: •:.: •'••" •: ••:' • .•: r• _:, STONE BELOW TLEACH PIT `, A • •: • .: ;:: �. ; CRUSHED STONE 2" ' .• `::- • ..A. :. ; - .; . , ' : a•: •: 1 '` �- :`: •°' :. W/PERMEABLE WASHED STONE •: - GEOTEXTILE o :•,:,o j4k •::.,i='0 0 0 0 0 0 12" RCP TO CONNECT ALL PITS (SET LEVEL) 0 0 0 civBOTTOM SHIM •• �' 4 .;- :INVERT (B) = 38.00t • v"•d4% .ELEV. 37.40•:+:: .;•.:Oct ._ ••-•` •:• :: • r•••4•. �••••: r. 1' CRUSHED .:.: .•: :,,. •:4•• rELEV r-- STONE BELOW BOTTOM STON •.•.' .. ..•:.: . • . r:•• ••� LEACH PIT 36.40 5' 8' 5' 2.5' (TYP) COMPACTED SUBGRADE NOTE: CONTRACTOR TO NOTIFY ENGINEER FOR INSPECTION OF SOILS PRIOR TO PLACEMENT OF STONE AND LEACHING PITS LEACHING PIT SYSTEM SCALE: NONE 24" HEAVY DUTY CATCH - BASIN FRAME do GRATE (DOUBLE FRAME do GRATE TO BE USED WHERE SHOWN ON PLAN) MORTAR --\ ADJUST TO REQUIRED GRADE BRICK MASONRY OR REINFORCED CONCRETE GRADING RINGS 18"24" SQ. OPENING 2'-0' CON-ICAL SECTION P 8"MI 5"MIN. ' PROVIDE or OPENING GROUT ALL AROUND 48"DIA. OUTSIDE OF w 1"CLEAR IPE + 2" aCLEARANCE ' o 12' HDPE - _ ORTAR ALL JOINTS 4'-0"SUMP (TYP) MIN. 0.12 SO. IN. STEEL PER VERTICAL FOOT, PLACED ACCORDING TO AASHTO 5"MIN-4- DESIGNATION M199 2" '' LeBARON 'SNOUT' GAS TRAP ZHEIGHT OF RISER SECTIONS VARY FROM 1-4 FEET PRECAST SCALE: NONE 12" COMPACTED GRAVEL NOTE: COMPACTED COLLAR TO BE CONSTRUCTED WITH BASIN, SUBGRADE AND GROUTED AROUND THE 'V" OPENING. SECTION PIPE MEETS COLLAR OUTSIDE OF THE BASIN. "`.'nNCRFTF CATCH BASIN WITH GAS TRAP TEST PIT TI - Ny AAIGR I EL 35.85 GRD. EL. 62.25 00 0 00 0 00 000 GW. EL N/A 01-A GW. EL N/A LOAMY' AND 8" 1OYR 4 3 THE BSC GROUP, INC. g LOAMYAND LOAMY SAND 1OYR 5 6 24" IOYR 4/2 8 " C MEDIUM SAND LOAMY SAND 2.5Y 6/3 WITH GAS TRAP 156'1 Ny AAIGR I EL 35.85 TEST PIT TP -2 00 0 00 0 00 000 GRD. EL 48.85 02-14-02 GW. EL N/A 0' 9, TEST BY. THE BSC GROUP, INC. A LOAMY SAND WITNESSED BY' 30' IOYR 4/2 8 " B LOAMY SAND PERC. RATE: OR GRAVEL COMPACTED IN IOYR 5/8 26' DETAILS 3 MIN./INCH SOIL EVALUATOR C MEDIUM SAND CRAIG FIELD YARMOUTH, MA 25Y 6/3 156"1 NU WAItH I EL 49.25 156'1 Ny AAIGR I EL 35.85 DATE: 00 0 00 0 00 000 DATE: 02-14-02 0 00 po 02-14-02 TEST BY- 9, TEST BY. THE BSC GROUP, INC. B 10YR 5/77 ND THE BSC GROUP, INC. WITNESSED BY' 30' WITNESSED BY - AMY VON HONE 2.5Y 6/4 AMY VON HONE PERC. RATE: OR GRAVEL COMPACTED IN PERC. RATE: 3 MIN./INCH DETAILS 3 MIN./INCH SOIL EVALUATOR MP .1�007.5/MAX RP SOIL EVALUATOR CRAIG FIELD YARMOUTH, MA CRAIG FIELD SOIL CLASS: FENNUCIO & RICHMOND SOIL CLASS: A BE SET FULL BEAD A SOIL TEST PIT DATA +�if7J1�■�[f]iI1 2'-0" HEIGHT OF RISER 48"DIA. MIN SECTIONS VARY 1"CLEAR FROM 1-4 FE IDE OF PIPE - t „LEARANC PROVIDE ' OPENINGS SECTION LeBARON LK 110A FRAME TMpAND COVER ONTHERCOVEEMBOSSED BRICKS MAY BE USED FOR GRADE ADJUSTMENTS FRAME TO BE SET IN FULL BED OF MORTAR 5"MIN. MORTAR ALL JOINTS 1#3 BAR AROUND OPENINGS FOR PIPES 18" DIAMETER AND OVER 1" COVER { MIN. 0.12 SQ. IN. STEEL PE VERTICAL FOOT, PLACED ACCORDING TO AASHTO DESIGNATION M-199 CEMENT CONCRETE CLASS "A" PIPE OPENINGS TO BE PRECAST IN RISER SECTIONS SCALE: NONE FRAME AND COVER LeBARON LK 110A WITH "DRAIN' EMBOSSED ON COVER 156" 1 IVU wAltrs I EL 48.18 DATE: 02-14-02 TEST BY - THE BSC GROUP, INC. WITNESSED BY: AMY VON HONE PERC. RATE: N/A MIN./INCH SOIL EVALUATOR CRAIG FIELD SOIL CLASS: A TEST PIT TP -3 O O 00000-1 GRD. EL. 61.18 00 0 00 0 00 000 GW. EL N A 01-A 0 00 po 000 0 COMPACTED PROCESSED GRIL° O LOAMY SAND 9, 1OYR 413 0 Ono B 10YR 5/77 ND 25" 10YR 5/8 30' C MEDIUM SAND FILL \ 2.5Y 6/4 156" 1 IVU wAltrs I EL 48.18 DATE: 02-14-02 TEST BY - THE BSC GROUP, INC. WITNESSED BY: AMY VON HONE PERC. RATE: N/A MIN./INCH SOIL EVALUATOR CRAIG FIELD SOIL CLASS: A 156" ' EL 45.02 DATE: 02-14-02 TEST BY: THE BSC GROUP, INC. WITNESSED BY: AMY VON HONE PERC. RATE: N/A MIN./INCH SOIL EVALUATOR CRAIG FIELD SOIL CLASS: A 10' BRISTLE -BROOM FINISH I SQUARE 6' CONCRETE SLAB 6"x 6'-010 WIRE MESHY 2" (MIN.) . V . . -- -... : - _ - lit --- I 9' GRAVEL BASE A 4ISH GRADE OF PARKING AREA 12" GRAVEL BASE N -COMPACTED SUBGRADE DUMPSTER PAD DETAI SCALE: NONE 5' 1" BIT. CONC.WEARING COURSE 1 1/2" BIT. CONC. BINDER i FINISHED GRADE GRAVEL BASEZ+ �--COMPACTED SUBGRADE BITUMINOUS CONCRETE WALK SCALE: NONE CAPE COD BERM SCALE: NONE GRAVEL SHOULDER 1" BITUMINOUS CONCRETE TOP COURSE 2' BITUMINOUS CONCRETE BINDER COURSE 0 -0 0 X000 00 TEST PIT TP -4_ O O 00000-1 GRD. EL 58.02 00 0 00 0 00 000 GW. EL N/A 0' 0 00 po 000 0 COMPACTED PROCESSED GRIL° O A LOAMY SANG 2. IOYR 4/3 0 Ono B LOAMY SAND 000000 10YR 5/8 30' SUITABLE SAND OR GRAVEL FILL \ C MEDIUM SAND AND REPLACE WITH CLEAN 25Y 6/4 156" ' EL 45.02 DATE: 02-14-02 TEST BY: THE BSC GROUP, INC. WITNESSED BY: AMY VON HONE PERC. RATE: N/A MIN./INCH SOIL EVALUATOR CRAIG FIELD SOIL CLASS: A 10' BRISTLE -BROOM FINISH I SQUARE 6' CONCRETE SLAB 6"x 6'-010 WIRE MESHY 2" (MIN.) . V . . -- -... : - _ - lit --- I 9' GRAVEL BASE A 4ISH GRADE OF PARKING AREA 12" GRAVEL BASE N -COMPACTED SUBGRADE DUMPSTER PAD DETAI SCALE: NONE 5' 1" BIT. CONC.WEARING COURSE 1 1/2" BIT. CONC. BINDER i FINISHED GRADE GRAVEL BASEZ+ �--COMPACTED SUBGRADE BITUMINOUS CONCRETE WALK SCALE: NONE CAPE COD BERM SCALE: NONE GRAVEL SHOULDER 1" BITUMINOUS CONCRETE TOP COURSE 2' BITUMINOUS CONCRETE BINDER COURSE 0 -0 0 X000 00 NO. DATE DESC. O O 00000-1 000 00 0 00 0 00 000 ° 0 0 00 00 °O 0000 000000000 00 COL 012" 0 00 po 000 0 COMPACTED PROCESSED GRIL° O O 0 0 0 (M.D.P.W. M.1.03.1) 00 °°0° 0 Ono 00000 00 000000 COMPACTED SUBGRADE OR coy&Auld 511 F 03 SUITABLE SAND OR GRAVEL FILL \ REMOVE UNSUITABLE MATERIAL AND REPLACE WITH CLEAN SAND OR GRAVEL COMPACTED IN 6" LIFTS TO 95% COMPACTION DETAILS BITUMINOUS CONCRETI SCALE: NONE OF ROVE EpGi5518\-t/ TOP JOINT TO BE SEALED WITH AN EMULSION AND SAND MIX EXIST. BITUMINOUS EXIST. GRAVEL BASE PPLY TACK COAT OF RS -1 EMULSION TO VERTICAL FACE OF EXISTING PAVEMENT PRIOR TO THE PLACEMENT OF THE NEW BITUMINOUS -CUT EXISTING BITUMINOUS PAVEMENT IN A NEAT LINE USING SAW CUT METHOD ONLY THROUGH ENTIRE DEPTH OF EXISTING PAVEMENT PAVEMENT HOOF U H A I N A V E LE A U H I N U [JI I I RCP FLARED END SECTION SCALE: NONE I EACH STONE SHALL WEIGH NOT LESS THAN 50 POUNDS, NOT MORE THAN UNPAVED I PAVED 2' 125 POUNDS INDICATES 3 PERC. A z 0 A TEST Im PAVE AS SPECIFIED Q. w TITLE VIES SHEETING, COMMON 1 FILL 3-1- UNSUITABLE :1-UNSUITABLE IF II TO BE CUT OFFCOMPACTEDI AS SPEC. w MATERIAL 5' MIN. BELOW GROUND & I a I 1' MIN. ABOVE TOP OF PIPE. > R ANY SHEETING DRIVENM 2.01.4 CRUSHED STON BELOW MID -DIA. OF PIPE � TO 12" OVER PIPE WHEN SHALL BE LEFT IN PLACE. FLEXIBLE PIPE IS USED. -� -- CRUSHED STONE UTILITY PIPE zMID-DIAMETER WHEN RIGID PIPE IS USED. = w mJ EARTH W ROCK M 2.01.4 CRUSHED STON 3' MIN. 4' W/ SHEETING FLEXIBLE PIPE INCLUDES: PVC, HDPP, CMP RIGID PIPE INCLUDES: NOTE. ADS -N12 HDPE DRAINAGE PIPE, JOINTS & ACCESSORIES RCP, DI, VC SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS FOR H-20 LOADING CONDITIONS. TYPICAL TRENCH SECTION SCALE: NONE Ir MM. DEP PLAN VIEW CL aIE SECTION A -A Go 12IMM OR cRuslm STOW HNI AS *1PLM RIP RAP EROSION CONTROL OUTLET SCALE: NONE REVISIONS: NO. DATE DESC. _L 7/12/02 SITE PLAN REVIEW EDITS 2 5/19/03 BLDG PERMIT SUBMITTAL - OF LISA A _ .r MACDO`ALD CIVIL - 40134 Pip Q MANHOLE BROUGHT TO OR ISREINFORCED �CONCBRICKS REE <� P or LI. SA A AA �. 18' Dll coy&Auld 511 F 03 PROFESSIONAL ENGINEER DATE PROPOSED OFFICE BUILDING #203 WILLOW STREET IN YARMOUTHPORT MANHOLE (BARNSTABLE COUNTY) DETAILS JUNE 219 2002 GRADING RINGS. MP .1�007.5/MAX RP APPLICANT: COY'S BROOK REALTY TRUST YARMOUTH, MA PREPARED FOR: BROWN, LINDQUIST, FENNUCIO & RICHMOND ARCHITECTS, INC. #923 MAIN STREET BE SET FULL BEAD \ BSC GROUP 657 Main Street, Unit 6 W. Yarmouth Massachusetts 02673 508 778 8919 © 2002 The BSC Group, Inc. SCALE: 1" = 20' 0 2.5 5 10 rEIM MORTIANR. PROD. MGR.: C. FIELD PRECAST CONC. CALC./DESIGN: M.E.R./ L MacDONALD DRAWN: M.E.R./ L MacDONALD CHECK: R. CHAPMAN FILE: 8377-SP.DWG DWG. NO: 5351-02 PEAsroNE NOTES: TO MEET H-10 LOADING FILTER 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP � CROSS SLOPES SHALL BE 1.5% (1' MIN.). a; •:. •-.: 0 0 0 C3 0 C3 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSINLE ROUTE :. :•: .:' 4 ET EXCLUDING PUMP RAMPS SHALL BE 5X / . •.•• • 0 0 0 0 0 0 • Z. 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE oRusHED C3 C3 v 0 0 0 . "•' + CURB RAMPS SHALL BE 7.57. ENVELOPED IN GEOfEXi1LE -: f. •• •.`4:•: �. `• :II :; •-,;'a•. •::a: 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY •y. �; ., 0 0 0 0 0 0 A: PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS f,: - •': ;' A n UTILITY POLES, TREE WELLS, SIGNS, ETC. ... 0 0 0 0 C3 0 .:. 5. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. �. HANDICAP RAMP •. •: •: .: `: •. •:•: •: •.;: •: r: ' V CRUSHED SCALE- NONE .:•:,.' .•: . .. . •: .. •: •. •:•: •:.: •'••" •: ••:' • .•: r• _:, STONE BELOW TLEACH PIT HOOF U H A I N A V E LE A U H I N U [JI I I RCP FLARED END SECTION SCALE: NONE I EACH STONE SHALL WEIGH NOT LESS THAN 50 POUNDS, NOT MORE THAN UNPAVED I PAVED 2' 125 POUNDS INDICATES 3 PERC. A z 0 A TEST Im PAVE AS SPECIFIED Q. w TITLE VIES SHEETING, COMMON 1 FILL 3-1- UNSUITABLE :1-UNSUITABLE IF II TO BE CUT OFFCOMPACTEDI AS SPEC. w MATERIAL 5' MIN. BELOW GROUND & I a I 1' MIN. ABOVE TOP OF PIPE. > R ANY SHEETING DRIVENM 2.01.4 CRUSHED STON BELOW MID -DIA. OF PIPE � TO 12" OVER PIPE WHEN SHALL BE LEFT IN PLACE. FLEXIBLE PIPE IS USED. -� -- CRUSHED STONE UTILITY PIPE zMID-DIAMETER WHEN RIGID PIPE IS USED. = w mJ EARTH W ROCK M 2.01.4 CRUSHED STON 3' MIN. 4' W/ SHEETING FLEXIBLE PIPE INCLUDES: PVC, HDPP, CMP RIGID PIPE INCLUDES: NOTE. ADS -N12 HDPE DRAINAGE PIPE, JOINTS & ACCESSORIES RCP, DI, VC SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS FOR H-20 LOADING CONDITIONS. TYPICAL TRENCH SECTION SCALE: NONE Ir MM. DEP PLAN VIEW CL aIE SECTION A -A Go 12IMM OR cRuslm STOW HNI AS *1PLM RIP RAP EROSION CONTROL OUTLET SCALE: NONE REVISIONS: NO. DATE DESC. _L 7/12/02 SITE PLAN REVIEW EDITS 2 5/19/03 BLDG PERMIT SUBMITTAL - OF LISA A _ .r MACDO`ALD CIVIL - 40134 Pip Q VA 6S or LI. SA A AA �. MACDONALD L CIVIL w 40134 n -Ya70,yAL �b coy&Auld 511 F 03 PROFESSIONAL ENGINEER DATE PROPOSED OFFICE BUILDING #203 WILLOW STREET IN YARMOUTHPORT MASSACHUSETTS (BARNSTABLE COUNTY) DETAILS JUNE 219 2002 ISSUED FOR: BUILDING PERMIT APPLICANT: COY'S BROOK REALTY TRUST YARMOUTH, MA PREPARED FOR: BROWN, LINDQUIST, FENNUCIO & RICHMOND ARCHITECTS, INC. #923 MAIN STREET YARMOUTHPORT, MA 02675 BSC GROUP 657 Main Street, Unit 6 W. Yarmouth Massachusetts 02673 508 778 8919 © 2002 The BSC Group, Inc. SCALE: 1" = 20' 0 2.5 5 10 rEIM 0 10 20 40 Fm PROD. MGR.: C. FIELD FIELD: D. GAZZOLO / J. MaCARTIN CALC./DESIGN: M.E.R./ L MacDONALD DRAWN: M.E.R./ L MacDONALD CHECK: R. CHAPMAN FILE: 8377-SP.DWG DWG. NO: 5351-02 SHEET 3 OF 3 JOB. NO: 4-8377.00