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HomeMy WebLinkAboutDecision 3933 - Details Sheet 1A SCALE: NONE AS REQUIRED, BUT NOT— LESS THAN 5'-0" UNLESS OTHERWISE APPROVED CORPORATION FISTOP L1 2" HDPE PIPE SADDLE REQUIRED IF PVC PIPE IS USED EXISTING WATER MAIN, SCALE: NONE SHALL OR AF UNPAVED I PAVED W SEE SPECS MIN. o FOR RESTORATION �;SEE JOINT DETAILS •`. MASSACHUSETTS OF TRENCH SURFACEREPAVE DETAILS za " AS 4-0 ±1w DIAMETER. DATE DESC. SPECIFIED SHEETING, COMMON FILL IF REQ'D, TO BE CUT OFF • COMPACTEDI AS SPEC. X r 5' MIN. BELOW GROUND do Catch Basin Hood .' •. 15" MIN. 1' MIN. ABOVE TOP OF PIPE. ANY SHEETING DRIVEN PREPARED FOR: SAND BELOW MID -DIA. OF PIPE 512 MAIN STREET (ROUTE 28) N BSC GROUP 384 Washington Street SHALL BE LEFT IN PLACE. 02061 781 6597981 © 2004 The BSC Group, Inc. SCALE: AS NOTED FILE: SVY\8364—DET DWG. NO: 5385.02 SHEET 2LOF JOB. NO: 4-8364.00 O SAND WATER,SEWER,DRAIN ?� OR FORCE MAIN PIPE rn J (0 NORMAL GRADE --'- EARTH W ROCK FLEXIBLE PIPE INCLUDES: 2' MIN. PVC, HDPE, CMP SAND 4' W/ SHEETING RIGID PIPE INCLUDES: RCP, DI, VC A SCALE: NONE AS REQUIRED, BUT NOT— LESS THAN 5'-0" UNLESS OTHERWISE APPROVED CORPORATION FISTOP L1 2" HDPE PIPE SADDLE REQUIRED IF PVC PIPE IS USED EXISTING WATER MAIN, SCALE: NONE SHALL OR AF FINISH GRADE VALVE BOX (ADJUSTABLE) JRB STOP PROVIDE 2 CU.FT. OF SCREENED GRAVEL FERNATE TOP SLAB, NFORCED TO MEET 20 LOADING ,SIN FRAME do GRATE E LEBARON LF 248-2 LOVED EQUAL 2ICKS MAY BE USED FOR 2ADE ADJUSTMENTS. ZAME TO BE SET IN 1LL BED OF MORTAR. 2OVIDE "V" OPENINGS 2.5' MIN COVER OVER PIPE IDE OF PIPE I • HEIGHT OF RISER SECTIONS I SEE BASE DI VARY FROM 1' TO 4' RDING TO AA% NATION M199 AR ALL JOINTS KU CONCRETE CURB 5" , WEARING COURSE �� 6T BINDER COURSE 6" 6" FINISH GRADE I CAPE COD BERM 3,1 0P'X' 18 ,m Xtd F\\\ 6 w GRAVEL BASE COMPACTED SUBGRADE CEMENT CONCRETE GRAVEL BASE CONCRETE CURB SCALE: NONE 1/4" EXP. JOINTS 25' MAX. SPACING BETWEEN EXP. JTS. —1/4" EXP. JOINTS OF CURB ONTRACTION JOINTS I 1/2" EXP. JOINTS SIDEWALK JOINT DETAIL r -NEW BLDG. PAD 6" . WIDTH VARIES, SEE PLAN BRISTLE -BROOM FINISH 6"x 6"-�10 WIRE MESH 4" MIN. CONCRETE SLAB FINISH GRADE iil 2" (MIN) 1-1 I II I 1=1 11- CONCRETE CUR 0 000 %')o 0 0 00 0 1 12" 0o00 CP 00 o 1=1 MI I���III�� III �IIIII�I 1111 IEi s" MIN. COMP PROCESS GRA' BASE M 1.03.1 COMPACTED SUBGRADE REMOVE UNSUITABLE MATERIAL CEMENT CONCRETE WALK - SECTION AND REPLACE WITH GRAVEL COMPACTED IN 6" LIFTS M 1.03.0 C CONCRETE SIDEWALK SCALE: NONE 6' CONCRETE SLA 6"xE'-f10 WIRE MESH NISHED GRADE =o 00 2" MIN. CLEAR COMPACTED SUBGRADE 9" COMPACTED GRAVEL BASE M1.03.00 DUMPSTER PAD SCALE: NONE IUTY xtmm tAVEL (UNLESS ONE WAY) 1" BIT. CONC. TOP COURSE - 2" BIT. CONC. BINDER COURSE WARNING TAPE 6" BELOW SURFACE 8" 8" L- I 41 2" HALF I AR JOINT — PLAN 1" WEARING COURSE - 2" BINDER COURSE GRAVEL BASE NOTE:MODIFI CONCRETE ENCASE ALL SANITARY SEWERS AND SERVICE gONNECTIONS WHICH ARE WITHIN 18" OF THE NEW WATER MAIN. JTILITY CROSSING DETAIL SCALE: NONE NOTE: TOP OF POST TO BE 2'-6" ABOVE GUTTER GRADE ELEVATION COVER TER SERVICE VARYING WIDTH 10" COMPACTED GRAVEL BORROW BASE n- m�u COMPACTED SUBGRADE DRIVEWAY SCALE: NONE 1'-0" 11-111=1 11=1 11=1 11=1 -COMPACTED SUBGRADE SCALE: NONE 4"X10" RAILS TO BE HALF LAP— JOINTED AT ALTERNATE POSTS OR AS DIRECTED GUTTER LINE GRADE, FERTILIZER do SEED DISTURBED AREAS 1 ISSUED FOR PERMITTING I NOT FOR CONSTRUCTION e • HFINISHED GRADE 6" CONSTRUCTION NOTES: ELPIATION — END TREATMENT 1.) WOOD RAILS TO BE LONGLEAF YELLOW PINE OR DOUGLAS FIR STRUCTURAL GRADE OR BETTER 2.) POSTS TO BE DOUGLAS FIR OR SPRUCE - STRUCTURAL GRADE OR BETTER 3.) TIMBER PRESERVATIVES SHALL CONFORM TO METHODS OF TREATMENT SHALL CONFORM TO THE REQUIREMENTS OF AASHTO 14-133. THE AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS CI, C2, AND C3. ANY CUTS MADE IN THE FIELD SHALL BE PAINTED WITH 2 BRUSH COATS OF AFOREMENTIONED METHOD OF TREATMENT. ;E WOOD GUARD RAIL SCALE: NONE GRADE- I I In 11 w BIT CONC. BERM IN BACK 0' SIDEWALK CONCRETE SLOPE SLOPE 1:12 (MAX) 1:12 (MAX) / X \ 0 G1 N SLOWED CURB SLOPED CURB 6' M'N. I 6' MIN. I 6' MIN. LSfDEWALK— CUR13 I (P.AMP) I I 6" REVEAL CU WHEELCHAIR RAMP SCALE: NONE vo 4 _0q Gj r W c'4 In" MIN. o 00 W �;SEE JOINT DETAILS •`. MASSACHUSETTS (BARNSTABLE COUNTY) DETAILS za REVISIONS: 4-0 ±1w DIAMETER. DATE DESC. 1" CLEAR • t0 X r io Catch Basin Hood .' •. 15" MIN. FINISH GRADE VALVE BOX (ADJUSTABLE) JRB STOP PROVIDE 2 CU.FT. OF SCREENED GRAVEL FERNATE TOP SLAB, NFORCED TO MEET 20 LOADING ,SIN FRAME do GRATE E LEBARON LF 248-2 LOVED EQUAL 2ICKS MAY BE USED FOR 2ADE ADJUSTMENTS. ZAME TO BE SET IN 1LL BED OF MORTAR. 2OVIDE "V" OPENINGS 2.5' MIN COVER OVER PIPE IDE OF PIPE I • HEIGHT OF RISER SECTIONS I SEE BASE DI VARY FROM 1' TO 4' RDING TO AA% NATION M199 AR ALL JOINTS KU CONCRETE CURB 5" , WEARING COURSE �� 6T BINDER COURSE 6" 6" FINISH GRADE I CAPE COD BERM 3,1 0P'X' 18 ,m Xtd F\\\ 6 w GRAVEL BASE COMPACTED SUBGRADE CEMENT CONCRETE GRAVEL BASE CONCRETE CURB SCALE: NONE 1/4" EXP. JOINTS 25' MAX. SPACING BETWEEN EXP. JTS. —1/4" EXP. JOINTS OF CURB ONTRACTION JOINTS I 1/2" EXP. JOINTS SIDEWALK JOINT DETAIL r -NEW BLDG. PAD 6" . WIDTH VARIES, SEE PLAN BRISTLE -BROOM FINISH 6"x 6"-�10 WIRE MESH 4" MIN. CONCRETE SLAB FINISH GRADE iil 2" (MIN) 1-1 I II I 1=1 11- CONCRETE CUR 0 000 %')o 0 0 00 0 1 12" 0o00 CP 00 o 1=1 MI I���III�� III �IIIII�I 1111 IEi s" MIN. COMP PROCESS GRA' BASE M 1.03.1 COMPACTED SUBGRADE REMOVE UNSUITABLE MATERIAL CEMENT CONCRETE WALK - SECTION AND REPLACE WITH GRAVEL COMPACTED IN 6" LIFTS M 1.03.0 C CONCRETE SIDEWALK SCALE: NONE 6' CONCRETE SLA 6"xE'-f10 WIRE MESH NISHED GRADE =o 00 2" MIN. CLEAR COMPACTED SUBGRADE 9" COMPACTED GRAVEL BASE M1.03.00 DUMPSTER PAD SCALE: NONE IUTY xtmm tAVEL (UNLESS ONE WAY) 1" BIT. CONC. TOP COURSE - 2" BIT. CONC. BINDER COURSE WARNING TAPE 6" BELOW SURFACE 8" 8" L- I 41 2" HALF I AR JOINT — PLAN 1" WEARING COURSE - 2" BINDER COURSE GRAVEL BASE NOTE:MODIFI CONCRETE ENCASE ALL SANITARY SEWERS AND SERVICE gONNECTIONS WHICH ARE WITHIN 18" OF THE NEW WATER MAIN. JTILITY CROSSING DETAIL SCALE: NONE NOTE: TOP OF POST TO BE 2'-6" ABOVE GUTTER GRADE ELEVATION COVER TER SERVICE VARYING WIDTH 10" COMPACTED GRAVEL BORROW BASE n- m�u COMPACTED SUBGRADE DRIVEWAY SCALE: NONE 1'-0" 11-111=1 11=1 11=1 11=1 -COMPACTED SUBGRADE SCALE: NONE 4"X10" RAILS TO BE HALF LAP— JOINTED AT ALTERNATE POSTS OR AS DIRECTED GUTTER LINE GRADE, FERTILIZER do SEED DISTURBED AREAS 1 ISSUED FOR PERMITTING I NOT FOR CONSTRUCTION e • HFINISHED GRADE 6" CONSTRUCTION NOTES: ELPIATION — END TREATMENT 1.) WOOD RAILS TO BE LONGLEAF YELLOW PINE OR DOUGLAS FIR STRUCTURAL GRADE OR BETTER 2.) POSTS TO BE DOUGLAS FIR OR SPRUCE - STRUCTURAL GRADE OR BETTER 3.) TIMBER PRESERVATIVES SHALL CONFORM TO METHODS OF TREATMENT SHALL CONFORM TO THE REQUIREMENTS OF AASHTO 14-133. THE AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS CI, C2, AND C3. ANY CUTS MADE IN THE FIELD SHALL BE PAINTED WITH 2 BRUSH COATS OF AFOREMENTIONED METHOD OF TREATMENT. ;E WOOD GUARD RAIL SCALE: NONE GRADE- I I In 11 w BIT CONC. BERM IN BACK 0' SIDEWALK CONCRETE SLOPE SLOPE 1:12 (MAX) 1:12 (MAX) / X \ 0 G1 N SLOWED CURB SLOPED CURB 6' M'N. I 6' MIN. I 6' MIN. LSfDEWALK— CUR13 I (P.AMP) I I 6" REVEAL CU WHEELCHAIR RAMP SCALE: NONE vo 4 _0q Gj Ne. 2 PROF SSIONAL ENGINEER DATE SITE PLAN #343 MAIN STREET ON ROUTE 28 IN YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) DETAILS SEPTEMBER 23, 2004 REVISIONS: NO. DATE DESC. PREPARED FOR: JACK HYNES C/O THE IRISH VILLAGE 512 MAIN STREET (ROUTE 28) WEST YARMOUTH, MA 02673 BSC GROUP 384 Washington Street Norwell, Massachusetts 02061 781 6597981 © 2004 The BSC Group, Inc. SCALE: AS NOTED FILE: SVY\8364—DET DWG. NO: 5385.02 SHEET 2LOF JOB. NO: 4-8364.00