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HomeMy WebLinkAbout203 Willow Street - DetailsSIX LEACHING CATCH BASINS SHOREY 8' DIAMTER LCB -8 MANHOLE BROUGHT TO W/ ONE 2' SHIM BENEATH FINISH GRADE WITH BRICKS H-20 LOADING 24" DIA OR REINFORCED CONCRETE 24" DIA 24" HEAVY DUTY CATCH - BASIN FRAME & GRATE (DOUBLE FRAME & GRATE TO BE USED WHERE SHOWN ON PLAN) MORTAR -\ (TYP) \•- 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 18"-24" 17FRAME MANHOLEIC SQ. C"ENISECTION GRADING RINGS. 8' MANHOLE GRD. EL. 48.85 ROVIDE OPENING 61.18 12'-0"CONICAL ROUT ALL AROUND GW. EL 48"DIA.���w GW. EL N/A TO BE SET IN + 2" a 01-A CLEARANCE LOAMY SAND". ' p 12' HDPE 4 3 F -I .- - ORTAR ALL JOINTS SUITABLE SAND OR GRAVEL 4' -0 -SUMP (TYP) FULL BED OF MORTAR. 9. 1OYR VERTICAL FOOT, PLACED REMOVE UNSUITABLE MATERIAL +2" CLEARANCE -1 ACCORDING TO AASHTO 4" OF PEASTONE PRECAST CONG DRYVNG TO MEET H-10 LOADING DESIGNATION M199 12 - .: ' •' LeBARON 'SNOUT" GAS TRAP PEASTONE 12' COMPACTED GRAVEL NOTE: PAVEMENT SCALE: NONE COLLAR TO BE CONSTRUCTED WITH BASIN, 4 MIL POLY COMPACTED SUBGRADE AND GROUTED AROUND THE "V" OPENING. -HEIGHT OF RISER SECTION PIPE MEETS COLLAR OUTSIDE OF THE BASIN. SECTIONS VARY FILTER FROM 1-4 FEET CEMENT CONCRETE CLASS A DRECAST CONCRETE CATCH BASIN ° v°°° TRAP '' °° :. ' PIPE OPENINGS TO BE PRECAST ::; ..• �. • IN RISER SECTIONS CRUSHED STONE .: 0 0 0 0 0 0 33 A ENVELOPED IN f ?-, :• •• ..":�• RCP INLET PIPE :_.; SECTION 0 0 0 0 0 0 O O O O O ♦tea- •f • •,.,,i.•; ;.:, ••.; 0 0 0 0 0 0 12 RCP INVERT (A) = 44.00 • • .♦_a.•.'. ... .... A 4k E E-_ 12" RCP o 0 0 0 0 0 . +` ` . �` +a ' `: •:.:Ii:.• ;♦, o 0 0 0 0 0 . `•n ' ` EMBOSSED ON COVER RCP OUTLET PIPE..,5:• *'' t •. • • : •: ••: = •.= *' .: ;- : ..Y:- INVERT (C) = 43.00 ,_ • •:.. ..: s� •,.. .. :. i - .. ED rZZ3 CO C3 C3 A. E=j .: co4'..: •; ' 'A. ..: J O TEL O O EM •. •.• ♦ O O O C3 O O -•:.i:♦' O C3 I=) O O C7 f: -i:• •.••l:.�:'••�:5:'•• "•: ,�-' O M M C7 O C7 -" f •'�'A:• ENVELOP 2" °. : • = > +: •• CRUSHED STONE WASHED STONE 1 .♦ �.: .• • ' d.. d.. .. 1 -.!• :'> .; ♦ ' • d.: W/PERMEABLE E7 O r-3 C=I O C7 ♦.• i :.. _ ♦.+ i :�. F ♦: , ,..•.. O C3 C3 O O C7♦O '• ": GEOTEXTILE .` I �.•, •'= • iv v=i ' o a 0 0 0 0 12" RCP TO CONNECT ALL PITS (SET LEVEL) 0 0 0 0 0 0 . I cj .- BOTTOM SHIM �' •,: 4 .:. '', : INVERT (B) = 38.00± . • v " •d,; ELEV. 37.40 ♦:A: .-♦ "T ♦:da •,' i •. •:•{ ♦: ♦.�;. ♦.. r. • • • ♦ • ♦:♦ ♦'♦ : 1 CRUSHED :•: .' .: •: •. •:♦: .:••:; .: r: •:•' .' .:•. �, •, ♦. • ♦:•. •.• ;, ♦. r STONE BELOW• STON •;. ♦ • • •.♦•BOTTOM r CI GEL, .!: YYYY YY YXXXXXXXXXXXXXXXXXXX XXX XXXXXXXX Y XXYXXX XXXXXXXXXXXXXXXXXXXXXX LEACH PIT 24" HEAVY DUTY CATCH - BASIN FRAME & GRATE (DOUBLE FRAME & GRATE TO BE USED WHERE SHOWN ON PLAN) MORTAR -\ (TYP) \•- 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 18"-24" . TEST PIT SQ. C"ENISECTION TEST PIT TP -3 8' 5"MIN. "V" GRD. EL. 48.85 ROVIDE OPENING 61.18 12'-0"CONICAL ROUT ALL AROUND GW. EL 48"DIA.���w GW. EL N/A 1"CLEARIPE + 2" a 01-A CLEARANCE LOAMY SAND". ' p 12' HDPE 4 3 F -I .- - ORTAR ALL JOINTS SUITABLE SAND OR GRAVEL 4' -0 -SUMP (TYP) MIN. 0.12 SQ. IN. STEEL PER 9. 1OYR VERTICAL FOOT, PLACED REMOVE UNSUITABLE MATERIAL +2" CLEARANCE -1 ACCORDING TO AASHTO 5"MIN PRECAST CONG DRYVNG TO MEET H-10 LOADING DESIGNATION M199 12 - .: ' •' LeBARON 'SNOUT" GAS TRAP DRAWN: M.E.R./ L. MacDONALD 12' COMPACTED GRAVEL NOTE: PAVEMENT SCALE: NONE COLLAR TO BE CONSTRUCTED WITH BASIN, STONE BELOW COMPACTED SUBGRADE AND GROUTED AROUND THE "V" OPENING. -HEIGHT OF RISER SECTION PIPE MEETS COLLAR OUTSIDE OF THE BASIN. SECTIONS VARY FROM 1-4 FEET CEMENT CONCRETE CLASS A DRECAST CONCRETE CATCH BASIN SCALE: NONE WITH GAS TRAP '' BRISTLE -BROOM FTI 6' CONCRETE SLAB 6"x 6"-jlO WIRE N 10' SQUARE 2" 9' GRAVEL BASE SUBGRADE DISH GRADE OF PARKING AREA 12' GRAVEL BASE DUMPSTER PAD DETAIL SCALE: NONE 5 1' BIT. CONC.WEARING COURSE 1 1/2" BIL CONIC. BINDER i FlNISHED GRADE --2-4" GRAVEL BASE -2. \ -COMPACTED SUBGRADE BITUMINOUS CONCRETE WALK SCALE: NONE SHOULDER` 1' WEARING COURSE LeBARON LK 110A 2' BINDER COURSE 3- FRAM� AND "COVER tj WITH DRAIN EMBOSSED ON THE COVER 18"-24" 2'-0" SECTIO - 8"MI 48"DIA. MIN. BRICKS MAY BE USED FOR GRADE ADJUSTMENTS FRAME TO BE SET IN FULL BED OF MORTAR 5"MIN. MORTAR ALL JOINTS TEST PIT 12" COMPACTED GRAVEL o o' BORROW BASE ° COMPACTED SUBGRADE CAPE COD BERM - SCALE: NONE SCALE: TEST PIT TP -3 HEIGHT Or RISER 3 BAR AROUND GRD. EL. 48.85 GRD. EL 61.18 SECTIONS VARY 1"CLEAR OPENINGS FOR PIPES 18" GW. EL N/A GW. EL N/A FROM 1-4 FE .- DIAMETER AND OVER 1" COVER 0' A 'LOAMY SAND fOYR 4/2 01-A 18" DIA LOAMY SAND". " � '10YR 4 3 CURB RAMPS SHALL BE 7.57. " SUITABLE SAND OR GRAVEL OUTSIDE OF PIPE - {NELL 9. 1OYR 4/3 . REMOVE UNSUITABLE MATERIAL +2" CLEARANCE -1 MIN. 0.12 SQ. IN. STEEL PER 00 PRECAST CONG DRYVNG TO MEET H-10 LOADING OR GRAVEL COMPACTED IN 6" LIFTS - 'CLEA VERTICAL FOOT, PLACED DRAWN: M.E.R./ L. MacDONALD HANDICAP RAMP BITUMINOUS CONCRETE PAVEMENT SCALE: NONE ACCORDING TO AASHTO STONE BELOW m JOB. N0: 4-8377.00 JOB. NO LEACH PIT OPOENINGS `={ Q�PE O DESIGNATION M-199 :; �:• a +:. CEMENT CONCRETE CLASS A •.. '' :. ' PIPE OPENINGS TO BE PRECAST 1 1/2" : ::; ..• �. • IN RISER SECTIONS CRUSHED STONE .: 0 0 0 0 0 0 ENVELOPED IN f ?-, :• •• ..":�• :_.; SECTION GEOTEXTILE •+'••.• O O O O O O : a s .• • •: •( A• .. : PRECAST CONCRETE DRAIN MANHOLE '•~' 4:1 `.:• • ` • 4" .' = • :� `'- �' SCALE: NONE FRAME AND COVER LeBARON LK 110A WITH "DRAIN" EMBOSSED ON COVER *'' t •. • • : •: ••: = •.= *' 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 000000 -. 0.-A LOAMY SAND 0' A 'LOAMY SAND fOYR 4/2 01-A 2.5Y 6/4 LOAMY SAND". " � '10YR 4 3 CURB RAMPS SHALL BE 7.57. " SUITABLE SAND OR GRAVEL FILL PAVEMENT���\� IN A NEAT LINE 9. 1OYR 4/3 . REMOVE UNSUITABLE MATERIAL THROUGH ENTIRE DEPTH OF AND REPLACE WITH CLEAN SAND EXISTING PAVEMENT OR GRAVEL COMPACTED IN 6" LIFTS 5. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. TO 95% COMPACTION DRAWN: M.E.R./ L. MacDONALD B 'LOAMY SAND 10YR "5/6 24" C MEDIUM SAND 2.5Y 6/3 156"I NU WAItK 1 EL 49.25 DATE: 02-14-02 TEST BY - THE BSC GROUP, INC. WITNESSED BY: AMY VON HONE PERC. RATE: 3 MIN./INCH SOIL EVALUATOR CRAIG FIELD SOIL CLASS: A C MEDIUM SAND 2.5Y 6/3 156" I NV 1'FAItK 1 JV EL 35.85 DATE: 02-14-02 TEST BY: THE BSC GROUP, INC. WITNESSED BY - AMY VON HONE PERC. RATE: 3 MIN./INCH SOIL EVALUATOR CRAIG FIELD SOIL CLASS: A SOIL TEST PIT DATA SCALE: NONE B 1 OYR 5OAMY /7 ND 25" C MEDIUM SAND 2.5Y 6/4 156" I NV WAItK 1 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 156'1 NU WAItR 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 ROOF DRAIN SCALE: NONE SHOULDER 1" BITUMINOUS CONCRETE TOP COURSE 2" BITUMINOUS CONCRETE BINDER COURSE •••••IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII; TOP JOINT TO BE SEALED WITH AN EMULSION AND SAND MIX EXIST. BITUMINOUS ° 0 0 0 0 0 TEST PIT TP -4 EXIST. GRAVEL GRD. EL 58.02 0 p00 0 0 O GW. EL N A 0' o�Op°0op00000 0 0op`fJ O° FULL BED OF MORTAR. A LOAMY SAND ' 2" 1OYR 4/3 NE EMULSION TO VERTICAL FACE B'. 0 lOYR 5/8 Nb .30t - 000000 -. o Oo C MEDIUM SAND TO THE PLACEMENT OF THE 2.5Y 6/4 156'1 NU WAItR 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 ROOF DRAIN SCALE: NONE SHOULDER 1" BITUMINOUS CONCRETE TOP COURSE 2" BITUMINOUS CONCRETE BINDER COURSE •••••IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII; TOP JOINT TO BE SEALED WITH AN EMULSION AND SAND MIX EXIST. BITUMINOUS ° 0 0 0 0 0 0 000 EXIST. GRAVEL 0 p 0000 op ° O 0p 0p 0 p00 0 0 O � BASE o�Op°0op00000 0 0op`fJ O° FULL BED OF MORTAR. APPLY TACK COAT OF RS -1 000 0 12" COMPACTED PROCESSED O o o O (M.D.P.W. M.1.03.1) GRReL° °Oo NE EMULSION TO VERTICAL FACE FILTER 0 MASSACHUSETTS OF EXISTING PAVEMENT PRIOR 000000 -. o Oo 4" PVC INLET2• �- TO THE PLACEMENT OF THE ° 0000 0° � o ° 0 0 000 0 O 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE NEW BITUMINOUS COMPACTED SUBGRADE OR//����� CURB RAMPS SHALL BE 7.57. CUT EXISTING BITUMINOUS SUITABLE SAND OR GRAVEL FILL PAVEMENT���\� IN A NEAT LINE BSC GROUP PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS USING SAWCUT METHOD ONLY REMOVE UNSUITABLE MATERIAL THROUGH ENTIRE DEPTH OF AND REPLACE WITH CLEAN SAND EXISTING PAVEMENT OR GRAVEL COMPACTED IN 6" LIFTS 5. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. TO 95% COMPACTION DRAWN: M.E.R./ L. MacDONALD HANDICAP RAMP BITUMINOUS CONCRETE PAVEMENT SCALE: NONE STONE BELOW JOB. N0: 4-8377.00 JOB. NO LEACH PIT SCALE: NONE E OF BLE ROv (E Eo_,.G�ss / MANHOLE BROUGHT TO FIN15H GRADE WiiH BRICKS -x ^' \ OR REINFORCED CONCRETE \ !t'CN, GRADING RINGS. � FRAME TO BE SET IN RPMP FULL BED OF MORTAR. r 4_L ^: 91 �v3 PROFESSIONAL ENGINEER DATE NOTES: NE #203 WILLOW STREET FILTER 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP MASSACHUSETTS CROSS SLOPES SHALL BE 1.5% (1% MIN.). DETAILS THE MAXIMUM ALLOWABLE SLOPE OF ACCESSINLE ROUTE 4" PVC INLET2• �- EXCLUDING PUMP RAMPS SHALL BE 57a APPLICANT: COY'S BROOK REALTY TRUST 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE PREPARED FOR: BROWN, LINDQUIST, CURB RAMPS SHALL BE 7.57. ARCHITECTS, INC. #923 MAIN STREET 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY 02675 BSC GROUP PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS W. Yarmouth Massachusetts • n UTILITY POLES, TREE WELLS, SIGNS, ETC. © 2002 The BSC Group, Inc. SCALE: 1" = 20' 0 2.5 5 10 YETM 0, :,..., 10 20 40 Fw PROJ. MGR.: C. FIELD 5. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. CALC./DESIGN: M.E.R./ L. MacDONALD DRAWN: M.E.R./ L. MacDONALD HANDICAP RAMP FILE: 8377-SP.DWG 1' CRUSHED SCALE: NONE STONE BELOW JOB. N0: 4-8377.00 JOB. NO LEACH PIT UNPAVED i PAVED INDICATES PERC. TEST PAVE AS SPECIFIED INDICATES SHEETING, COMMON 7SPEC. UNSUITABLE IF REQ'D, TO BE CUT OFF COMPACTED MATERIAL 5' MIN. BELOW GROUND & 1' MIN. ABOVE TOP OF PIPE. ANY SHEETING DRIVENM 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. a CRUSHED STONE UTILITY PIPE zw MID -DIAMETER WHEN -o RIGID PIPE IS USED. t0 J EARTH W ROCK M 2.01.4 CRUSHED STON 3' MIN. 4' W/ SHEETING FLEXIBLE PIPE INCLUDES: PVC, HOPP, 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 18• MN. PLAN VIEW CL PIPE SECTION A -A AIRED END SECTION EACH STONE SHALL WEIGH NOT LESS THAN 50 POUNDS, NOT MORE THAN 125 POUNDS A I SHAPE CHANNEL AS SHONN 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 3 9/08/03 ADD TIGHT TANK, BUFFER k SCOTT 0. s TURNER CIVIL ENG NIL 41776 d r 4_L ^: 91 �v3 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 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 YETM 0, :,..., 10 20 40 Fw PROJ. MGR.: C. FIELD FIELD: D. GAZZOLO / J. MOCARTIN 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 4 JOB. N0: 4-8377.00 JOB. NO