Loading...
HomeMy WebLinkAbout203 Willow Street - Details 3SIX LEACHING CATCH BASINS 156" I IVV WAirm 1 EL. 49.25 GW. EL. EL 35.85 OUTSIDE OF 2" 1OYR 1"CLEAR 02-14-02 IPE + 2" OUTSIDE OF TEST BY: IN CLEARANCE SHOREY 8' DIAMTER LCB -8 0 THE BSC GROUP, INC. 12" HDPE OF EXISTING PAVEMENT PRIOR I :- } ORTAR ALL JOINTS — 4' -0 -SUMP (TYP) NEW BITUMINOUS MIN. 0.12 SQ. IN. STEEL PER 3—MIN./INCH j SUITABLE SAND OR GRAVEL FILL ����� 3 MIN./INCH W/ ONE 2' SHIM BENEATH PVC INLET SOIL EVALUATOR CRAIG FIELD ACCORDING TO AASHTO MANHOLE BROUGHT TO - EXISTING PAVEMENT DESIGNATION M199 A TO 957 COMPACTION A SOIL TEST PIT DATA PAVEMENT LeBARON "SNOUT" GAS TRAP FILE: 8377-SP.DWG 12" COMPACTED GRAVEL 0 NOTE: FINISH GRADE WITH BRICKS 0 , 0A,* ':.''+:.:: COLLAR TO BE CONSTRUCTED WITH BASIN, CURB RAMPS SHALL BE 7.57. COMPACTED SUBGRADE AND GROUTED AROUND THE "V" OPENING. SECTION H-20 LOADING 24" DIA 4. OR REINFORCED CONCRETE `t' 24" DIA. 0 0 o a . •:'' ` : PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS MANHOLE GRADING RINGS, 0 C3 MANHOLE 0 +;- '•. UTILITY POLES, TREE WELLS, SIGNS, ETC. 0 E3 0 0 a FRAME TO BE SET IN ..+ ;; 5. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. . , FULL BED IF MORTAR. �:• ::. HANDICAP RAMP 4" OF PEASTONE FEPEASTONE .:.;.,.� •: •: •: • • •: °' • •• `:°: 4 MIL. POLY •: a: CRUSHED SCALE: NONE .... n LTER •:.: .._`. T1' STONE BELOW RCP INLET PIPE 0 0 0 0 0 °" .'. 7 a' ♦. ° s,m'°.: .ra`:: a,:. e: 0 0 0 0 0 0 12" RCP INVERT (A) = 44.00 • , •.a, E 12" RCP o O O O a. .y. e: a�+: rd °• a.°a, .a.., a, a.. a; .°• • y O O O O O O a + ••a ' °• RCP OUTLET PIPE : a: z:. - : °: A. ' :°• a: ��. �♦ ': ' ' e: INVERT (C) = 43.00 -:*0 '' 00 O O O O O •. . ,.' ♦, ° a".+; ,..e• : < a. ( ... 'sA •. - \:�'. •A', ". \:;^..^. • .. O C� C1 C3 CO ; a, C�- A e, " ' + I I -t•' . •°• a..:a, e. •°. •°(a, a, ••: a a. ° a° a, •a, . e fOm ..•. J C� CC] C7 °._. <, r, ..., ,<, A. aC'a-',a: ,,ala a.° d-. .4. -4 d' a a '... '?. •�'• ° d- a a: a: C7 C7 C� C7 C7 O a �•"a C7 -a 4. a .'e . 'a:-�:.a: : !'�.. C� C� C� C� C� C� 4 '• ' a:'a ENVELOP 2" a :a:; ` ' ` a CRUSHED STONE WASHED STONE • a C3 0 0 o E3 o ! . ; c . I ,a ., ' A: ..� ;: .;, o 0 0 0 ED 0 . a W/PERMEABLE o . • .°.• °•.,` .,.... e, :' "• 0 ° GEOTEXTILE , ::•: ;e`. GV •'' 0 0 0 0 0 0 12" RCP TO CONNECT ALL PITS (SET LEVEL) 0 0 0 o C� C7 a N BOTTOM SHIM > 4" INVERT (B) = 38.00t °• as ELEV. 37.40 a; •. e,: a: , v -' Y, •a • a • a • a • , a;e • , • ♦ , • °• - e: a: a' a: °.' - a. •:a: a: °•e: a:a; _ a •, • a' ,'e' a' ' a' e a •.• • • , a ° 1' CRUSHED STON a. a.a:a'e• A. , 'e ',a a •a•: ABOTTOM 4:4 ;, 'a . •°. 4 ;K.'.STONE BELOWa, . , e a a a ELEV 36.40 )OC xx xxxxxx xxxxxxxxxxxxxxxxxxxxxXxx xx LEACH PIT 24" HEAVY DUTY CATCH - BASIN FRAME & GRATE (DOUBLE FRAME & GRATE TO BE USED WHERE SHOWN ON PLAN) MORTAR 18"-24" CONICAL SECTION U) w > -HEIGHT OF.RISER SECTIONS VARY FROM 1-4 FEET 'RECA'.: SCALE: NONE 12" SO. (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 ADJUST TO REQUIRED GRADE BRICK MASONRY OR REINFORCED CONCRETE GRADING RINGS 2'-0" a Mill. 5"MIN. HEIGHT OF RISER PROVIDE "V" OPENING SECTIONS VARY GROUT ALL AROUND FROM 1-4 FEET- 48"DIA. 156" I IVV WAirm 1 EL. 49.25 GW. EL. EL 35.85 OUTSIDE OF 2" 1OYR 1"CLEAR 02-14-02 IPE + 2" OUTSIDE OF TEST BY: IN CLEARANCE +2" CLEARA 0 THE BSC GROUP, INC. 12" HDPE OF EXISTING PAVEMENT PRIOR I :- } ORTAR ALL JOINTS — 4' -0 -SUMP (TYP) NEW BITUMINOUS MIN. 0.12 SQ. IN. STEEL PER 3—MIN./INCH j SUITABLE SAND OR GRAVEL FILL ����� 3 MIN./INCH VERTICAL FOOT, PLACED PVC INLET SOIL EVALUATOR CRAIG FIELD ACCORDING TO AASHTO CRAIG FIELD - EXISTING PAVEMENT DESIGNATION M199 A TO 957 COMPACTION A SOIL TEST PIT DATA PAVEMENT LeBARON "SNOUT" GAS TRAP FILE: 8377-SP.DWG 12" COMPACTED GRAVEL 0 NOTE: 0 0 , 0A,* ':.''+:.:: COLLAR TO BE CONSTRUCTED WITH BASIN, CURB RAMPS SHALL BE 7.57. COMPACTED SUBGRADE AND GROUTED AROUND THE "V" OPENING. SECTION PIPE MEETS COLLAR OUTSIDE OF THE BASIN. P R E C T CONCRETE CATCH BASIN SCALE: NONE TEST PITS GRD. EL. 62.25 GW. EL. N/A 01- A' t3A1aNt7 i 8 YtctAt�f Aritli� J 24" C MEDIUM SAND 2.5Y 6/3 . WITH GAS TRAP TEST PIT TP -2 GRD. EL. 48.85 GW. EL. N/A 01 A d;Lt}AMY ,SAND 8 B :LOAMY AND 1, m 5 8 26" C MEDIUM SAND 2.5Y 6/3 156" I NU WAICFC 1 156" I IVV WAirm 1 EL. 49.25 GW. EL. EL 35.85 DATE: 2" 1OYR DATE: 02-14-02 THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.57 (17 MIN.). 02-14-02 TEST BY: IN TEST BY- THE BSC GROUP, INC. EMULSION TO VERTICAL FACE THE BSC GROUP, INC. WITNESSED BY: OF EXISTING PAVEMENT PRIOR WITNESSED BY: AMY VON HONE TO THE PLACEMENT OF THE AMY VON HONE PERC. RATE: NEW BITUMINOUS PERC. RATE: 3—MIN./INCH j SUITABLE SAND OR GRAVEL FILL ����� 3 MIN./INCH SOIL EVALUATOR PVC INLET SOIL EVALUATOR CRAIG FIELD MATERIAL CRAIG FIELD SOIL CLASS: EXISTING PAVEMENT SOIL CLASS: A TO 957 COMPACTION A SOIL TEST PIT DATA SCALE: NONE TEST PIT TP -3 GRD. EL. 61.18 GW. EL. N/A 01 9" A k(OAMY SAND iOYR 4 3 MEDIUM SAND 2.5Y 6/4 156" ' 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 -48"DIA. MIN. 1"CLEAR SECTION LeBARON LK 110A FRAME AND COVER ON THE RCOVER MBOSSED 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 SO. IN. STEEL PE VERTICAL FOOT, PLACED ACCORDING TO AASHTO DESIGNATION M-199 CEMENT CONCRETE CLASS "A" PIPE OPENINGS TO BE PRECAST IN RISER SEC11ONS FRAME AND COVER LeBARON LK 110A WITH "DRAIN" EMBOSSED ON COVER TEST PIT ._4 GRD. EL. 58.02 GW. EL. N A 0' } LOAN(Y SAN6"1 2" 1OYR 4 3 MEDIUM SAND 2.5Y 6/4 156-1 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 BRISTLE—BROOM RI 6" CONCRETE SLAB 6"x 6"—#10 WIRE M 10' SQUARE 2" (MIN.) 9" GRAVEL BASE N -COMPACTED SUBGRADE _DUMPSTER PAD SCALE: NONE 1" BIT. CONC.WEARING COURSE 1 1/2" BIT. CONC. BINDER 'Z-4" GRAVEL BASE` :��1u • =0Z•�11SIZ SCALE: NONE 1" WEARING COURSE 2" BINDER COURSE - 12" COMPACTED GRAVEL BORROW BASE �-COMPACTED SUBGRADE CAPE COD BERM SCALE: NONE 1S" DIA. MANHOLE PRECAST CONC. DRYWELL TO MEET H-10 LOADING IISH GRADE OF PARKING AREA 12" GRAVEL BASE )ETAIL FINISHED GRADE `COMPACTED SUBGRADE ETE WALK 12" GRAVEL SHOULDER 1" BITUMINOUS CONCRETE TOP COURSE 2" BITUMINOUS CONCRETE BINDER COURSE TOP JOINT TO BE SEALED WITH AN EMULSION AND SAND MIX o �o 0 00000 NO. DATE DESC. EXIST. BITUMINOUS O O 0000 UNPAVED I PAVED MACDONALD 8 CIVIL °00 00 0 O O°O 7GRR;L2b4 EXIST. GRAVEL BASE °O°O Oo THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.57 (17 MIN.). OFFICE BUILDING °Oo00c00o0 IN TACK COAT OF RS -1 00O O 12" COMPACTED PROCESSED °APPLY O EMULSION TO VERTICAL FACE 0 o 0 (M.D.P.W. M.1.03.1) 0O 0 OF EXISTING PAVEMENT PRIOR 000000 0 0 Oa TO THE PLACEMENT OF THE 000c, 0° O O° 0 COD 0 NEW BITUMINOUS o COMPACTED SUBGRADE OR//����� UT EXISTING BITUMINOUS j SUITABLE SAND OR GRAVEL FILL ����� PAVEMENT IN A NEAT LINE COMMON PVC INLET USING SAW CUT METHOD ONLY REMOVE UNSUITABLE MATERIAL THROUGH ENTIRE DEPTH OF AND REPLACE WITH CLEAN SAND EXISTING PAVEMENT OR GRAVEL COMPACTED IN 6" LIFTS SCALE: 1" = 20' TO 957 COMPACTION ,; ;: BITUMINOUS CONCRETE PAVEMENT SCALE: NONE �59 .0 T4s\ ° ��i�� Jam\ EPEC MANHOLE BROUGHT TO FINISH GRADE WITH BRICKS \ OR REINFORCED CONCRETE GRADING RINGS. VR Q FRAME TO BE SET IN FULL BED OF MORTAR. \ i PEAS ONE NOTES: ROOF SCALE: NONE NO. DATE DESC. 1 7/12/02 SITE PLAN REVIEW EDITS UNPAVED I PAVED MACDONALD 8 CIVIL INDICATES FILTER 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.57 (17 MIN.). OFFICE BUILDING PERC. IN YARMOUTHPORT MASSACHUSETTS (BARNSTABLE COUNTY) DETAILS JUNE 219 2002 TEST SITE PLAN REVIEW 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSINLE ROUTE YARMOUTH, MA .:`"_'4 BROWN, LINDQUIST, FENNUCIO & RICHMOND ARCHITECTS, INC. SHEETING, YARMOUTHPORT, MA COMMON PVC INLET ElINDICATES EXCLUDING PUMP RAMPS SHALL BE 57.1 1/2":., 1F REVD, TO BE CUT OFF 02673 COMPACTEDi AS SPEC. SCALE: 1" = 20' MATERIAL ,; ;: 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CRUSHE ; .. �; FILE: 8377-SP.DWG En C3 0 0 0 0 , 0A,* ':.''+:.:: CURB RAMPS SHALL BE 7.57. ENVELOP•• flN ` `;: ••'• ••GEOTEXT 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY `t' o 0 0 0 o a . •:'' ` : PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS C3 C3 0 C3 0 0 +;- '•. UTILITY POLES, TREE WELLS, SIGNS, ETC. 0 E3 0 0 a C3 ..+ ;; 5. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. . , '4 �:• ::. HANDICAP RAMP .:.;.,.� •: •: •: • • •: °' • •• `:°: •: ••;: •: a: CRUSHED SCALE: NONE .... •:.: .._`. T1' STONE BELOW ROOF SCALE: NONE LEACH PIT Y HI N G PIT , ' /—RCP FLARED END SECTION PAVE AS SPECIFIED ANY SHEETING DRIVENM 2.01,4 CRUSHED STOR BELOW MID -DIA. OF PIPE N TO 12" OVER PIPE WHEN SHALL BE LEFT IN PLACE. FLEXIBLE PIPE IS USED. CRUSHED STONE UTILITY PIPE to MID-DIAMETER WHEN RIGID PIPE IS USED. 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 }A 18" MIN. DEPTH PLAN VIEW O. PIPE EACH STONE SHALL WEIGH NOT LESS THAN 50 POUNDS, NOT MORE THAN 125 POUNDS A SHAPE CHANNEL AS SHONN ON PLAN SECTION A -A RIP RAP EROSION CONTROL OUTLET SCALE: NONE REVISIONS: NO. DATE DESC. 1 7/12/02 SITE PLAN REVIEW EDITS UNPAVED I PAVED MACDONALD 8 CIVIL INDICATES A• ��G' 7 �2 02 ROFESaSlOhk ENGINEER DATE PROPOSED OFFICE BUILDING PERC. IN YARMOUTHPORT MASSACHUSETTS (BARNSTABLE COUNTY) DETAILS JUNE 219 2002 TEST SITE PLAN REVIEW APPLICANT: COY'S BROOK REALTY TRUST YARMOUTH, MA PREPARED FOR: BROWN, LINDQUIST, FENNUCIO & RICHMOND ARCHITECTS, INC. SHEETING, YARMOUTHPORT, MA COMMON FILL ElINDICATES UNSUITABLE 657 Main Street, Unit 6 1F REVD, TO BE CUT OFF 02673 COMPACTEDi AS SPEC. SCALE: 1" = 20' MATERIAL 0 10 20 40 FET 5' MIN. BELOW GROUND & 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 1' MIN. ABOVE TOP OF PIPE. SHEET 3 OF 3 LEACH PIT Y HI N G PIT , ' /—RCP FLARED END SECTION PAVE AS SPECIFIED ANY SHEETING DRIVENM 2.01,4 CRUSHED STOR BELOW MID -DIA. OF PIPE N TO 12" OVER PIPE WHEN SHALL BE LEFT IN PLACE. FLEXIBLE PIPE IS USED. CRUSHED STONE UTILITY PIPE to MID-DIAMETER WHEN RIGID PIPE IS USED. 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 }A 18" MIN. DEPTH PLAN VIEW O. PIPE EACH STONE SHALL WEIGH NOT LESS THAN 50 POUNDS, NOT MORE THAN 125 POUNDS A SHAPE CHANNEL AS SHONN ON PLAN SECTION A -A RIP RAP EROSION CONTROL OUTLET SCALE: NONE REVISIONS: NO. DATE DESC. 1 7/12/02 SITE PLAN REVIEW EDITS .a n LISA A i " MACDONALD 8 CIVIL 40134�f X90 f �P4r�� A• ��G' 7 �2 02 ROFESaSlOhk ENGINEER DATE PROPOSED OFFICE BUILDING #203 WILLOW STREET IN YARMOUTHPORT MASSACHUSETTS (BARNSTABLE COUNTY) DETAILS JUNE 219 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 METM 0 10 20 40 FET 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. NO: 5351-02 SHEET 3 OF 3 JOB. N0: 4-8377.00