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HomeMy WebLinkAbout203 Willow Street - Details 2SIX LEACHING CATCH BASINS INDICATES TITLE V LeBARON LK 110A UNSUITABLE 000 0 1C1 0 FRAME AND COVER 0 00 000 0 0000 00 000 00 0 0 0 00 0 EMBOSSED 0000 0 O �rp 0 0 0 0 12" COMPACTED PROCESSED GRk)@Lo 0 ON THE COVE 0 0 IN BRICKS MAY BE USED FOR SHOREY 8' DIAMTER LCB -8 GRADE ADJUSTMENTS 0 ISSUED FOR: FRAME TO BE SET IN FULL APPLICANT: MANHOLE BROUGHT TO BED OF MORTAR PREPARED FOR: \ REMOVE UNSUITABLE MATERIAL 18"-24" 2'-0" 5"MIN. CONICAL TO 95% COMPACTION W/ ONE 2' SHIM BENEATH 8"MIN MORTAR ALL JOINTS • SCALE: 1" = 20' 0 2.5 5 10 METHS FINISH GRADE WITH BRICKS 48"DIA. MIN. ' HEIGHT OF RISER DRAWN: M.E.R./ L. MacDONALD 1#3 BAR AROUND SECTIONS VARY 1"CLEAR OPENINGS FOR PIPES 18" FROM 1-4 FE H-20 LOADING 24" DIA, #' +2" CLEARANCE-1MIN. OR REINFORCED CONCRETE "CLEA 24" DIA. OSP' ACCORDING TO AASHTO OPENINGS DESIGNATION M-199 ' p\? . "A" MANHOLE CEMENT CONCRETE CLASS GRADING RINGS. :.,: PIPE OPENINGS TO BE PRECAST MANHOLE ♦ ., IN RISER SECTIONS SECTION ?RECAST CONCRETE DRAIN MANHOLE SCALE: NONE FRAME AND COVER LeBARON LK 110A WITH "DRAIN" EMBOSSED ON COVER FRAME TO BE SET IN FULL BED OF MORTAR. PEASTONE 4 MIL. POLY 4" OF PEASTONE FILTER RCP INLET PIPE D D D O O O ae. °s °r °riw: ar ° ° a: 0 0 0 0 0 o 12" RCP INVERT (A) = 44.00 v E 12 RCP O O O O O a,a, ,. a:a. °• �- RCP OUTLET PIPE a. ° .. ♦• ,;a, :• a: 1:� °. �a,°.X:� INVERT (C) = 43.00 INVERT a; ` ` Co O O C7 C7 O aa:a.::�' , 4 - aa', 1 ^,ea 1.;^: `. ♦ C7 O O C7 ED D s 1:'" • 4•,i:. m '•.. e. •: • �. �. ♦•. at a:a• ' .a. is If �, ♦• f:. ... .'a':`•4J. v. ,•s;1.y ••. .°i °. O O O o o O ! + : e. a:° ENVELOP " . > . • •a; ♦, ; • CRUSHED STONE WASHED STONE H .♦ �.:: •: ♦; a ' ♦ ♦:� a.'. a.: ':. '` e.'::> ° o 0 0 o C7 0 ° n.. W/PERMEABLE O O O C� °;� . �.. a .. °•. e.... . �'a O ° °' GEOTEXTILE ♦ , d - e . 4 41 g : b O 0 0 0 0 0 12" RCP TO CONNECT ALL PITS (SET LEVEL) o 0 0 0 o CM ♦ N "' e': •'~. C', e a to ° BOTTOM SHIM > A> �: ° ° n 4 .:• ' INVERT (B) = 38.00t v •• °°♦; . ELEV. 37.40 a:•°: .'a'd'e:se°. ;'a.♦:a:: ♦•�: , °•; Y ` ° ° ° ` .° °'°, °•° ° ° a; a: a' ♦: a.' ♦. a:a: a;°.�: a, r: a.♦- °. ♦.�. ,, °. ° a;°. °.° �. �. a. 1' CRUSHED �c � 4.BOTTOM ° - � . ° °:° . , 4 a S BELO TONE W STON a: �. ♦'° •,' • a. a:a: a'♦. a: ♦: e e ° ♦ ° ° " .. _............ .........vvvv ,.,.,..,.,...,.,., ,..a..,.,vvvvvvvvvvvvYYWYIIw YYYYYYY LEACH PIT 24" HEAVY DUTY CATCH - BASIN FRAME & GRATE (DOUBLE FRAME & GRATE TO BE USED WHERE SHOWN ON PLAN) Ld w a MORTAR -� 18"-24" CONICAL SECTION 5"MIIN- -►1 12" -HEIGHT OF RISER SECTIONS VARY FROM 1-4 FEET 'RECAP SCALE: NONE O COMPACTED SUBGRADE LEACHING PIT SYSTEM ADJUST TO REOUIP,ED GRADE BRICK MASONRY OR REINFORCED CONCRETE GRADING RINGS SQ. OPENING] 2'-0" a mHv. '� 5"MIN. PROVIDE "V" OPENING lo—GROUT ALL AROUND 48"DIA• OUTSIDE OF 1"CLEAR IPE + 2" CLEARANCE p 12" R.C.P. } ORTAR ALL JOINTS 4'-0"SUMP (TYP) MIN. 0.12 SQ. IN. STEEL PER VERTICAL FOOT, PLACED ACCORDING TO AASHTO DESIGNATION M199 I i ''' LeBARON "SNOUT" GAS TRAP 12" COMPACTED GRAVEL NOTE: e COMPACTED SUBGRADE COLLAR TO BE CONSTRUCTED WITH BASIN, AND GROUTED AROUND THE "V" OPENING. SECTION PIPE MEETS COLLAR OUTSIDE OF THE BASIN. -ONCRETE CATCH BASIN WITH GAS TRAP TEST PIT TP -1 TEST PIT TP -2 TEST PIT TP -3 GRD. EL. 62.25 GRD. EL. 48.85 GRD. EL. 61.18 GW. EL. N A GW. EL. N/A GW, EL N/A 0 A LdAM1'°Ah7' 01 FANO 01 AOAM D $" ; 1oYR $„ it�YR=t/2 g" 1oYRt g 1 Lt}Aw .S " 0 B GAMY SAND B ,1 tAMY SA11D " ..."3L At 5/S ti IOYR 5/8 " 1(1YR 24 C MEDIUM SAND 26" 25 C MEDIUM SAND 2.5Y 6/3 C 2.5MEDIUM AND 2.5Y 6/4 56" 6U " N WA " N WATER " N WATER 156 EL. 49.25 156 EL. 35.85 156 EL 48.18 DATE: DATE: DATE: 02-14-02 02-14-02 02-14-02 TEST BY: TEST BY: TEST BY: THE BSC GROUP, INC. THE BSC GROUP, INC. THE BSC GROUP, INC. WITNESSED BY: WITNESSED BY: WITNESSED BY: AMY VON HONE AMY VON HONE AMY VON HONE PERC. RATE: PERC. RATE: PERC. RATE: 3 MIN./INCH MIN./INCH N/A MIN./INCH SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR CRAIG FIELD CRAIG FIELD CRAIG FIELD SOIL CLASS: SOIL CLASS: SOIL CLASS: A A A SOIL TEST PIT DATA SCALE: NONE TEST PIT TP -4 GRD. EL. 58.02 GW. EL. N/A 2' A q.LOAMY if}sk'� 10YR 4 3 C MEDIUM SAND 2.5Y 6/4 156"I NV wA1CR 1 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 INDICATES PERC. TEST INDICATES TITLE V LeBARON LK 110A UNSUITABLE 000 0 1C1 0 FRAME AND COVER 0 00 000 0 0000 00 000 00 0 0 0 00 0 EMBOSSED 0000 0 O �rp 0 0 0 0 12" COMPACTED PROCESSED GRk)@Lo 0 ON THE COVE 0 0 IN BRICKS MAY BE USED FOR O 00 0 Oo 0 000°0 0 GRADE ADJUSTMENTS 0 ISSUED FOR: FRAME TO BE SET IN FULL APPLICANT: SUITABLE SAND OR GRAVEL BED OF MORTAR PREPARED FOR: \ REMOVE UNSUITABLE MATERIAL 18"-24" 2'-0" 5"MIN. CONICAL TO 95% COMPACTION 657 Main Street, Unit 6 SECTIO 8"MIN MORTAR ALL JOINTS • SCALE: 1" = 20' 0 2.5 5 10 METHS 0 10 20 40 roar 48"DIA. MIN. ' HEIGHT OF RISER DRAWN: M.E.R./ L. MacDONALD 1#3 BAR AROUND SECTIONS VARY 1"CLEAR OPENINGS FOR PIPES 18" FROM 1-4 FE +. DIAMETER AND OVER 1" COVER OUTSIDE OF PIPE I #' +2" CLEARANCE-1MIN. 0.12 SO. IN. STEEL PE "CLEA VERTICAL FOOT, PLACED PROVIDEc: OSP' ACCORDING TO AASHTO OPENINGS DESIGNATION M-199 ' p\? . "A" CEMENT CONCRETE CLASS :.,: PIPE OPENINGS TO BE PRECAST ♦ ., IN RISER SECTIONS SECTION ?RECAST CONCRETE DRAIN MANHOLE SCALE: NONE FRAME AND COVER LeBARON LK 110A WITH "DRAIN" EMBOSSED ON COVER TEST PIT TP -1 TEST PIT TP -2 TEST PIT TP -3 GRD. EL. 62.25 GRD. EL. 48.85 GRD. EL. 61.18 GW. EL. N A GW. EL. N/A GW, EL N/A 0 A LdAM1'°Ah7' 01 FANO 01 AOAM D $" ; 1oYR $„ it�YR=t/2 g" 1oYRt g 1 Lt}Aw .S " 0 B GAMY SAND B ,1 tAMY SA11D " ..."3L At 5/S ti IOYR 5/8 " 1(1YR 24 C MEDIUM SAND 26" 25 C MEDIUM SAND 2.5Y 6/3 C 2.5MEDIUM AND 2.5Y 6/4 56" 6U " N WA " N WATER " N WATER 156 EL. 49.25 156 EL. 35.85 156 EL 48.18 DATE: DATE: DATE: 02-14-02 02-14-02 02-14-02 TEST BY: TEST BY: TEST BY: THE BSC GROUP, INC. THE BSC GROUP, INC. THE BSC GROUP, INC. WITNESSED BY: WITNESSED BY: WITNESSED BY: AMY VON HONE AMY VON HONE AMY VON HONE PERC. RATE: PERC. RATE: PERC. RATE: 3 MIN./INCH MIN./INCH N/A MIN./INCH SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR CRAIG FIELD CRAIG FIELD CRAIG FIELD SOIL CLASS: SOIL CLASS: SOIL CLASS: A A A SOIL TEST PIT DATA SCALE: NONE TEST PIT TP -4 GRD. EL. 58.02 GW. EL. N/A 2' A q.LOAMY if}sk'� 10YR 4 3 C MEDIUM SAND 2.5Y 6/4 156"I NV wA1CR 1 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 INDICATES PERC. TEST BRISTLE—BROOM FINISH I SQUARE 6" CONCRETE SLAB 6"x 6"—#10 WARE MESH—\ 1" BIT. CONC.WEARII 1 1/2" BIT. CONC. 2" (MIN.) u 9" GRAVEL BASE SUBGRADE DUMPS SCALE: NONE e DISH GRADE OF PARKING AREA 12" GRAVEL BASE [lkl ZADE \—COMPACTED SUBGRADE BITUMINOUS CONCRETE WALK SCALE: NONE 1-1/2" WEARING COURSE 1-1/2" BINDER COURSE, 12" COMPACTED GRAVEL BORROW BASE `COMPACTED SUBGRADE CAPE COD BERM SCALE: NONE SEE SPECS - FOR RESTORATION OF TRENCH SURFACE" SHEETING, IF REO'D, TO BE CUT OFF 5' MIN. BELOW GROUND L2 1' MIN. ABOVE TOP OF PIPE. ANY SHEETING DRIVEN BELOW MID—DIA. OF PIPE SHALL BE LEFT IN PLACE. UTILITY PIPE UNPAVED I PAVED COMMON i FILL COMPACTEDI AS SPEC. rTN -o _ w fa J EARTH W ROCK 3' MIN. 4' W/ SHEETING TYPICAL TRENCH SECTION SCALE: NONE PAVE AS SPECIFIED M 2.01.4 CRUSHED STON TO 12" OVER PIPE WHEN FLEXIBLE PIPE IS USED. CRUSHED STONE MID -DIAMETER WHEN RIGID PIPE IS USED. M 2.01.4 CRUSHED STON FLEXIBLE PIPE INCLUDES: PVC, HDPP, CMP RIGID PIPE INCLUDES: RCP, DI, VC SHOULDER 1" BITUMINOUS CONCRETE TOP COURSE 2" BITUMINOUS CONCRETE BINDER COURSE o'o o 0000 00 INDICATES TITLE V UNSUITABLE 000 0 1C1 0 MATERIAL BRISTLE—BROOM FINISH I SQUARE 6" CONCRETE SLAB 6"x 6"—#10 WARE MESH—\ 1" BIT. CONC.WEARII 1 1/2" BIT. CONC. 2" (MIN.) u 9" GRAVEL BASE SUBGRADE DUMPS SCALE: NONE e DISH GRADE OF PARKING AREA 12" GRAVEL BASE [lkl ZADE \—COMPACTED SUBGRADE BITUMINOUS CONCRETE WALK SCALE: NONE 1-1/2" WEARING COURSE 1-1/2" BINDER COURSE, 12" COMPACTED GRAVEL BORROW BASE `COMPACTED SUBGRADE CAPE COD BERM SCALE: NONE SEE SPECS - FOR RESTORATION OF TRENCH SURFACE" SHEETING, IF REO'D, TO BE CUT OFF 5' MIN. BELOW GROUND L2 1' MIN. ABOVE TOP OF PIPE. ANY SHEETING DRIVEN BELOW MID—DIA. OF PIPE SHALL BE LEFT IN PLACE. UTILITY PIPE UNPAVED I PAVED COMMON i FILL COMPACTEDI AS SPEC. rTN -o _ w fa J EARTH W ROCK 3' MIN. 4' W/ SHEETING TYPICAL TRENCH SECTION SCALE: NONE PAVE AS SPECIFIED M 2.01.4 CRUSHED STON TO 12" OVER PIPE WHEN FLEXIBLE PIPE IS USED. CRUSHED STONE MID -DIAMETER WHEN RIGID PIPE IS USED. M 2.01.4 CRUSHED STON FLEXIBLE PIPE INCLUDES: PVC, HDPP, CMP RIGID PIPE INCLUDES: RCP, DI, VC SHOULDER 1" BITUMINOUS CONCRETE TOP COURSE 2" BITUMINOUS CONCRETE BINDER COURSE o'o o 0000 00 NO. DATE DESC. 000 0 1C1 0 0 0 0 00 000 0 0000 00 000 00 0 0 0 00 0 0 0000000 00000 00 00 0000 0 O �rp 0 0 0 0 12" COMPACTED PROCESSED GRk)@Lo 0 0 0 0 0 (M.D.P.W. M.1.03.1) 0 0 IN 0 O 00O 0 O 00 0 Oo 0 000°0 0 0 0000 0 ISSUED FOR: COMPACTED SUBGRADE OR APPLICANT: SUITABLE SAND OR GRAVEL FILL PREPARED FOR: \ REMOVE UNSUITABLE MATERIAL AND REPLACE WITH CLEAN SAND OR GRAVEL COMPACTED IN 6" LIFTS TO 95% COMPACTION 657 Main Street, Unit 6 TOP JOINT TO BE SEALED WITH AN EMULSION AND SAND MIX EXIST. BITUMINOUS EXIST. GRAVEL BASE APPLY 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 BITUMINOUS CONCRETE PAVEMENT SCALE: NONE EOG ��SBLE Ft/ f \ \ MPS V NOTES: 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5% (1% MIN.), 2, THE MAXIMUM ALLOWABLE SLOPE OF ACCESSINLE ROUTE EXCLUDING PUMP RAMPS SHALL BE 5% 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 7.5% 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS UTILITY POLES, TREE WELLS, SIGNS, ETC. 5. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. HANDICAP RAMP SCALE: NONE L 18• MIN. DEPTH PLAN VIEW IY PIPE SECTION A—A ARED END SECTION EACH STONE SHALL WEIGH NOT LESS THAN 50 POUNDS, NOT MORE THAN 125 POUNDS A SHAPE CHANNEL AS SHOYM ON PLAN RIP RAP EROSION CONTROL OUTLET SCALE: NONE REVISIONS: NO. DATE DESC. �0� LISA A g MACDONALD 0 40134 A4 A?0�ray�� <' c ONAIL Ufa//oa PROFESSIONAL ENGINEER DATE PROPOSED OFFICE BUILDING WILLOW STREET -LOT #8 IN YARMOUTHPORT MASSACHUSETTS (BARNSTABLE COUNTY) DETAILS JUNE 21 2002 ISSUED FOR: SITE PLAN REVIEW 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 METHS 0 10 20 40 roar PROD. MGR.: C. FIELD FIELD: D. GAZZOLO / J. MOCARTIN CALC./DESIGN: M.E.R./ L. MacDONALD DRAWN: M.E.R./ L. MacDONALD CHAPMAN —SP.DWG LDWG.NO: 5301-02-8377.00