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HomeMy WebLinkAbout203 Willow Street - Details 5SIX LEACHING CATCH BASINS TEST PIT TP -1 Imo— 0 MIN. : I '� 50MIN. BATE: GW. EL N/A 01—A PROVIDE 'V' OPENING GRD. EL. 48.85 LOAMY SAND GROUT ALL AROUND 48'DIArOR O' WITNESSED BY- SHOREY 8' DIAMTER LCB -8 AMY VON HONE TSIDE OF 1'CLEARE _MIN./INCH MANHOLE BROUGHT TO C MEDIUM SAND 8" 2.5Y 6/3 + 2' B LOAMY SAND A A W/ ONE 2' SHIM BENEATH 26t - EARANCE r) 0 FINISH GRADE WITH BRICKS MEDIUM SAND THE MAXIMUM ALLOWABLE I 2.5Y 6/3 YARMOUTHPORT, MA LL JOINTS 4'-0"SUMP (TYP0.12 657 Main Street, Unit 6 H-20 LOADING 24• DIA.OR SCALE: 1 " = 20' EXCLUDING PUMP RAMPS REINFORCED CONCRETE RDING TO AASHTONATION 1 24" DIA. 0 0 M199 0 0 0 'ON MANHOLE 12" COMPACTED GRAV GRADING RINGS. COLLAR TO BE CONSTRUCTED WITH BASIN, MANHOLE SECTION PIPE MEETS COLLAR OUTSIDE OF THE BASIN. 'ONCRETE CATCH BASIN 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CRUSHED STORE o C3 FRAME TO BE SET IN 0 0 0 CURB RAMPS SHALL BE 7.5% ENVELOPED IN f:. •. •. . FULL BED OF MORTAR. GEOTExnLE .. , '.":- 0 0 0 4" OF PEASTONE 0 0 �'• vie = 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PEASTONE `�; `' `R' 4 MIL- POLY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS FILTER 0 0 0 0 •;••' •• .': • n UTILITY POLES, TREE WELLS, SIGNS, ETC. _t 1 •~ �'� _C3 EM C3 C3 C3 M = •' 'w: 5. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. RCP INLET PIPE O O O O O •;`'a •'`'a M: •r '"="� �" �" •• ♦va •n'a_: r raw',a.: • O O O O . 12 RCP INVERT (A) = 44.00 a:, a i'... .,- . HANDICAP RAMP I e 12" RCP o 0 0 0 0 0 .•:' ya ' �: ; :` +a •: •:...` ., 0 0 0 0 0 0 . .n ' •'•.. �c:•i: RCP OUTLET PIPE �:•:: `' I' _: r'• . STONE BELOW ' .: ;� a.1:� ;, t:• :• 4. : ' INVERT (C) = 43.00 •:_ 0 0 o O O �. a: a ', `' 0 a: •'>•.> a .. 000 0 aIV+:,1;',�Ivw:,1•' a 0 0 0 0 0 a •c, tam CJ ,a.,... ,i d .a.. •i - ♦�': •; • a••. •..: ••. t0 • d - - O M O O O O ... . a O O O O O O In ' +:. 0 0 0 C3 0 1� II:.;: • ::`:, :- •"-:"• ::1:•: ••a; ,. 0 0 0 0 0 0 ''• :.'• ENVELOP " '4--, ;- CRUSHED STONE WASHED STONE I �!- :- •: • ' ' d.... I � l- :> a: • " W/PERMEABLE •_ :.,. C3 m 4;e•: o a ,, ,• �' �• - o GEOTEXTILE 1 i�u=i 0 0 0 0 0 0 12" RCP TO CONNECT ALL PETS (SET LEVEL) 0 0 0 0 0 0 41 BOTTOM SHIM ... .: •: •" a 4' , a;. • ; :INVERT (B) = 38.001 v4:5 ' ELEV. 37.40 a:+.-'a'!a'AAt. y .,•:a::.;•.;:: . r. a •. •. a. a:a, t a:•: a' .: :. -•,•:a: a:••:: •: r: a'a' a a'a' a• a . . a:a• r, 1CRUSHED )` a •: a' •• �:�;• .�:••:: .•: r. ', .:•' .' a:a' a a . ' ' . •:a• a • a . r STONE BELOW BOTTOM STON ,a: a. •. a' ••' •. a •. r: • • a a'• a • • •:•' a'• : • r rin/ zaenxxx x xxxxxXXX xXXXxxXXXXX XX XX x XXXxx X XXXX X XXXXXX LEACH PIT 24' HEAVY DUTY CATCH— BASIN FRAME do GRATE (DOUBLE FRAME do GRATE TO BE USED WHERE SHOWN ON PLAN) MORTAR 18"-24" CONICAL SECTION (A —HEIGHT OF RISER SECTIONS VARY FROM 1-4 FEET PRECAS SCALE: NONE 12" MID) �— COMPACTED SUBGRADE NOTE: CONTRACTOR TO NOTIFY ENGINEER FOR INSPECTION OF SOILS PRIOR TO PLACEMENT OF STONE AND LEACHING PITS LEACHING PIT SYSTEM ADJUST TO REQUIRED GRADE BRICK MASONRY OR REINFORCED CONCRETE GRADING RINGS WITH GAS TRAP TEST PIT TP -1 Imo— 0 MIN. : I '� 50MIN. BATE: GW. EL N/A 01—A PROVIDE 'V' OPENING GRD. EL. 48.85 LOAMY SAND GROUT ALL AROUND 48'DIArOR O' WITNESSED BY- B LOAMY SAND AMY VON HONE TSIDE OF 1'CLEARE _MIN./INCH 3 MIN./INCH C MEDIUM SAND 8" 2.5Y 6/3 + 2' B LOAMY SAND A A 1OYR 5/8 26t - EARANCE r) 0 C MEDIUM SAND THE MAXIMUM ALLOWABLE I 2.5Y 6/3 YARMOUTHPORT, MA LL JOINTS 4'-0"SUMP (TYP0.12 657 Main Street, Unit 6 SO. IN. STEEL PER 02673 508 778 8919 ICAL FOOT, PLACED SCALE: 1 " = 20' EXCLUDING PUMP RAMPS SHALL BE 5%, RDING TO AASHTONATION FIELD: D. GAZZOLO / J. MaCARTIN •:• 0 0 M199 0 0 0 'ON 'SNOUT' GAS TRAP 12" COMPACTED GRAV 1 1/2' COLLAR TO BE CONSTRUCTED WITH BASIN, COMPACTED SUBGRADE AND GROUTED AROUND THE 'V' OPENING. SECTION PIPE MEETS COLLAR OUTSIDE OF THE BASIN. 'ONCRETE CATCH BASIN 3. WITH GAS TRAP TEST PIT TP -1 EL 49.25 GRD. EL. 62,25 BATE: GW. EL N/A 01—A 02-14-02 GRD. EL. 48.85 LOAMY SAND S" 10YR 4 3 O' WITNESSED BY- B LOAMY SAND AMY VON HONE 10YR 5/6 24" _MIN./INCH 3 MIN./INCH C MEDIUM SAND 8" 2.5Y 6/3 WITH GAS TRAP 1556•' NV WAILK 1 EL 49.25 EL 35.85 BATE: TEST PIT TP -2 02-14-02 GRD. EL. 48.85 TEST BY- GW. EL N/A O' WITNESSED BY- AMY VON HONE AMY VON HONE A - LOAMY SAND _MIN./INCH 3 MIN./INCH 10YR 4/2 8" CRAIG FIELD CRAIG FIELD B LOAMY SAND A A 1OYR 5/8 26t - C3 r) 0 C MEDIUM SAND THE MAXIMUM ALLOWABLE SLOPE OF ACCESSINLE ROUTE 2.5Y 6/3 156"J NV WA ILK 1 1556•' NV WAILK 1 EL 49.25 EL 35.85 BATE: DATE: 02-14-02 02-14-02 TEST BY- TEST BY- THE BSC GROUP, INC. THE BSC GROUP, INC. WITNESSED BY- WITNESSED BY- AMY VON HONE AMY VON HONE PERC. RATE: PERC. RATE: _MIN./INCH 3 MIN./INCH SOIL EVALUATOR SOIL EVALUATOR CRAIG FIELD CRAIG FIELD SOIL CLASS: SOIL CLASS: A A SOIL TEST PIT DATA SCALE: NONE HEIGHT OF RISER SECTIONS VARY _ FROM 1-4 FEET' —48 -DIA. MIN. 1 "CLEAR SECTION LeBARON LK 110A WITH FRA PRAIN'CEMBOSSED ON TH COVER 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 TEST PIT TP -3 GRD. EL. 61.18 GW. EL. N/A 0' A LOAMY SAND' 9• 10YR 4/3 B LOAMY 10YR 5/7ND 25" C MEDIUM _SAND 1567' EL 48.18 DATE: 02-14-02 TEST BY- THE BSC GROUP, INC. WITNESSED BY. AMY VON HONE PERC. RATE: NZA 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 BRISTLE–BROOM FII 6' CONCRETE SLAB 6'x 6'–f10 WIRE N 10' SQUARE 9' GRAVEL BASE • VISH GRADE OF PARKING AREA 12' GRAVEL BASE DUMPSTER PAD DETAIL SCALE: NONE 5' 1' BIT. CONC.WEARING COURSE 1 1/2- BIT. CONC. BINDERI FINISHED GRADE M; 99v!Iff �4• GRAVEL BASE COMPACTED SUBGRADE BITUMINOUS CONCRETE WALK SCALE: NONE SHOULDER_ 1' — 1' WEARING COURSE V BINDER COURSE 12" COMPACTED GRAVEL BORROW BASE `COMPACTED SUBGRADE CAPE COD BERM SCALE: NONE 1 MANHOLE PRECAST CONIC. DRYWELL TO MEET H-10 LOADING MANHOLE BROUGHT TO +�Li1l1lf1a l 1' BITUMINOUS CONCRETE TOP COURSE 2" BITUMINOUS CONCRETE BINDER COURSE °° )O°0 00 00 OoO000 Do ° o 00 00 p ° ° ° °O 0 00° 000 ° 0 O ° 0000 O 0000 0 00 D O O 000 12' COMPACTED PROCESSED GR�110 0 0 OO (M.D.P.W. M.1.03.1) 00 0 0000 O 000 0 00 OOaoO 00 ° o o O 0 000 ����\ COMPACTED SUBGRADE OR�� SUITABLE SAND OR GRAVEL FILL REMOVE UNSUITABLE MATERIAL \ AND REPLACE WITH CLEAN SAND OR GRAVEL COMPACTED IN 6' LIFTS TO 95% COMPACTION BITUMINOUS CONCRETE SCALE: NONE 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 AUT EXISTING BITUMINOUS PAVEMENT IN A NEAT LINE USING SAW CUT METHOD ONLY THROUGH ENTIRE DEPTH OF EXISTING PAVEMENT PAVEMENT FINISH GRADE WITH BRICKS I \ \ A OR REINFORCED CONCRETE GRADING RINGS. BTO of SET TINMOA\ \ 7.5 X 19 FULLPEAsroNE NOTES: TEST PIT TP -4 • o GRD. EL 58.02 LISA A, GW. EL. N/A 0' 40134 FILTER u A_ LOAMY SAND 2. 10YR 4/3 B :LOAMY SAND MACDONALD ^ 10YR 5/8 30t- W., � ✓� l 03 PROFESSIONAL ENGINEER DATE C MEDIUM SAND OFFICE BUILDING 2.5Y 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 BRISTLE–BROOM FII 6' CONCRETE SLAB 6'x 6'–f10 WIRE N 10' SQUARE 9' GRAVEL BASE • VISH GRADE OF PARKING AREA 12' GRAVEL BASE DUMPSTER PAD DETAIL SCALE: NONE 5' 1' BIT. CONC.WEARING COURSE 1 1/2- BIT. CONC. BINDERI FINISHED GRADE M; 99v!Iff �4• GRAVEL BASE COMPACTED SUBGRADE BITUMINOUS CONCRETE WALK SCALE: NONE SHOULDER_ 1' — 1' WEARING COURSE V BINDER COURSE 12" COMPACTED GRAVEL BORROW BASE `COMPACTED SUBGRADE CAPE COD BERM SCALE: NONE 1 MANHOLE PRECAST CONIC. DRYWELL TO MEET H-10 LOADING MANHOLE BROUGHT TO +�Li1l1lf1a l 1' BITUMINOUS CONCRETE TOP COURSE 2" BITUMINOUS CONCRETE BINDER COURSE °° )O°0 00 00 OoO000 Do ° o 00 00 p ° ° ° °O 0 00° 000 ° 0 O ° 0000 O 0000 0 00 D O O 000 12' COMPACTED PROCESSED GR�110 0 0 OO (M.D.P.W. M.1.03.1) 00 0 0000 O 000 0 00 OOaoO 00 ° o o O 0 000 ����\ COMPACTED SUBGRADE OR�� SUITABLE SAND OR GRAVEL FILL REMOVE UNSUITABLE MATERIAL \ AND REPLACE WITH CLEAN SAND OR GRAVEL COMPACTED IN 6' LIFTS TO 95% COMPACTION BITUMINOUS CONCRETE SCALE: NONE 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 AUT EXISTING BITUMINOUS PAVEMENT IN A NEAT LINE USING SAW CUT METHOD ONLY THROUGH ENTIRE DEPTH OF EXISTING PAVEMENT PAVEMENT FINISH GRADE WITH BRICKS I \ \ A OR REINFORCED CONCRETE GRADING RINGS. BTO of SET TINMOA\ \ 7.5 X 19 FULLPEAsroNE NOTES: AG UNPAVED I PAVED INDICATES TEST INDICATES SHEETING, COMMON I FILL UNSUITLE TABLE IF REQ'D, TO BE CUT OFF COMPACTED' AS SPEC. MATERIAL 5' MIN. BELOW GROUND & I 1' MIN. ABOVE TOP OF PIPE. ANY SHEETING DRIVEN LEACH PIT 111 PAVE AS SPECIFIED M 2.01.4 CRUSHED STON BELOW MID—DIA. OF PIPE N TO 12" OVER PIPE WHEN SHALL BE LEFT IN PLACE. FLEXIBLE PIPE IS USED. CRUSHED STONE UTILITY PIPE Z MID—DIAMETER WHEN a) w RIGID PIPE IS USED. to J 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 PLAN VIEW CL PFE —RCP FLARED END SECTION EACH STONE SHALL WEIGH NOT LESS THAN 50 POUNDS, t1� NOT MORE THAN 10 -t7 125 POUNDS A — t•1 ,s UK DEM SECTION A -A tee' WAVE- DR CRUSHED STONE WuPE CNAWL AS SH011N ON PLAN RIP RAP EROSION CONTROL OUTLET SCALE: NONE REVISIONS: NO. DATE DESC. • o \ i LISA A, MACDONALD o •. CIVIL Rig 40134 FILTER u 1• CROSSAS OPESXIMUM ASHOALLBBE LE SIDS ('K%MAN j CURB RAMP 'D LISAA �1� MACDONALD ^ CIVI 4013L4 � �OI9Al�b W., � ✓� l 03 PROFESSIONAL ENGINEER DATE PROPOSED OFFICE BUILDING #203 WILLOW STREET IN YARMOUTHPORT MASSACHUSETTS (BARNSTABLE COUNTY) DETAILS a, a:. 4-,: I= C3 C3 C3 r) 0 PREPARED FOR: 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSINLE ROUTE #923 MAIN STREET YARMOUTHPORT, MA +•':•: •:• BSC Ll GROUP 657 Main Street, Unit 6 W. Yarmouth Massachusetts 02673 508 778 8919 E 4' PVC INLET SCALE: 1 " = 20' EXCLUDING PUMP RAMPS SHALL BE 5%, PROJ. MGR.: C. FIELD FIELD: D. GAZZOLO / J. MaCARTIN •:• 0 0 0 0 0 0 SHEET 3 OF 3 JOB. N0: 4-8377.00 1 1/2' ;: �'`•�• 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CRUSHED STORE o C3 0 0 0 0 CURB RAMPS SHALL BE 7.5% ENVELOPED IN f:. •. •. . •�•. :; GEOTExnLE .. , '.":- 0 0 0 0 0 0 �'• vie = 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY ' `�; `' `R' `_ = PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS 0 0 0 0 0 0 •;••' •• .': • n UTILITY POLES, TREE WELLS, SIGNS, ETC. 1 •~ �'� _C3 EM C3 C3 C3 M 5. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. [CM3 In CM C3 .,- . HANDICAP RAMP I •:.: •: .• .,• •: • •. •:•: .: •.;: .: r: '_- �1' CRUSHED SCALE: NONE _.: :: •' •'`), :•'•: •'•.. �c:•i: �:•:: `' I' _: r'• . STONE BELOW AG UNPAVED I PAVED INDICATES TEST INDICATES SHEETING, COMMON I FILL UNSUITLE TABLE IF REQ'D, TO BE CUT OFF COMPACTED' AS SPEC. MATERIAL 5' MIN. BELOW GROUND & I 1' MIN. ABOVE TOP OF PIPE. ANY SHEETING DRIVEN LEACH PIT 111 PAVE AS SPECIFIED M 2.01.4 CRUSHED STON BELOW MID—DIA. OF PIPE N TO 12" OVER PIPE WHEN SHALL BE LEFT IN PLACE. FLEXIBLE PIPE IS USED. CRUSHED STONE UTILITY PIPE Z MID—DIAMETER WHEN a) w RIGID PIPE IS USED. to J 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 PLAN VIEW CL PFE —RCP FLARED END SECTION EACH STONE SHALL WEIGH NOT LESS THAN 50 POUNDS, t1� NOT MORE THAN 10 -t7 125 POUNDS A — t•1 ,s UK DEM SECTION A -A tee' WAVE- DR CRUSHED STONE WuPE CNAWL AS SH011N ON PLAN RIP RAP EROSION CONTROL OUTLET SCALE: NONE REVISIONS: NO. DATE DESC. 1 7/12/02 SITE PLAN REVIEW EDITS 2 5/19/03 BLDG PERMIT SUBMITTAL LISA A, MACDONALD o •. CIVIL — O 40134 aMAL� � d3 'D LISAA �1� MACDONALD ^ CIVI 4013L4 � �OI9Al�b W., � ✓� l 03 PROFESSIONAL ENGINEER DATE PROPOSED OFFICE BUILDING #203 WILLOW STREET IN YARMOUTHPORT MASSACHUSETTS (BARNSTABLE COUNTY) DETAILS JUNE 21= 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 Ll GROUP 657 Main Street, Unit 6 W. Yarmouth Massachusetts 02673 508 778 8919 © 2002 The 13SC Group, Inc. SCALE: 1 " = 20' 0 2.5 5 10 METIM 11 0 10 20 40 non PROJ. 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. N0: 5351-02 SHEET 3 OF 3 JOB. N0: 4-8377.00