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HomeMy WebLinkAbout349 Route 28 Details 2IUNPAVED I PAVED SEE SPECS ' FOR RESTORATION CRILPIN m1; CIVIL r No. 32172 4 OF TRENCH SURFACE 11111010MEEMIM7 REPAVE AS PROF SSIONAL ENGINEER DATE NOTICE OF INTENT SPECIFIED SHEETING, COMMON FILL IN IF REQ'D, TO BE CUT OFF COMPACTEDI AS SPEC. DETAILS 5' MIN. BELOW GROUND & REVISIONS: NO. DATE DESC. 1' MIN. ABOVE TOP OF PIPE. ANY SHEETING DRIVEN SAND BELOW MID -DIA. OF PIPE N SHALL BE LEFT IN PLACE. PREPARED FOR: JACK HYNES C/O THE IRISH VILLAGE 0 SAND WATER,SEWER,DRAIN 384 Washington Street Norwell, Massachusetts i 781 659 7981 OR FORCE MAIN PIPE SCALE: AS NOTED a10 J SHEET 2 OF 3 JOB. NO: 4-8364.00 t0 NORMAL GRADE _I EARTH W ROCK FLEXIBLE PIPE INCLUDES: 2' MIN. PVC, HDPE, CMP SAND 4' W/ SHEETING RIGID PIPE INCLUDES: RCP, DI, VC TYPICAL _TRENCH SECTION SCALE: NONE CONCRETE CURB— WEARING URB WEARING COURSE 6� I BINDER COURSE " 6" 6" 18" FINISH GRADE 6" GRAVEL BASE COMPACTED SUBGRADE CEMENT CONCRETE GRAVEL BASE CONCRETE CURB SCALE: NONE 1/4" EXP. JOINTS 25' MAX. SPACING BETWEEN EXP. JTS. FINISH GRADE I I BACK OF CURB ONTRACTION AS REQUIRED, BUT NOT— LESS OT LESS THAN 5'-0" UNLESS VALVE BOX (ADJUSTABLE) OTHERWISE APPROVED SIDEWALK JOINT DETAIL CORPORATION STOP I� w EXP. JOINTS EXP. JOINTS BLDG. PAD CURB STOP 6 WIDTH VARIES, SEE PLAN BRISI:—BROOM FINISH 2" HDPE PIPE I I� " 4" MIN. CONCRETE SLAB—] _F11 PROVIDE 2 CU.FT. OF 6x6-�10 WIRE MESH FINISH GRADE SADDLE REQUIRED IF SCREENED GRAVEL 2" (MIN) 1 PVC PIPE IS USED II—III III -III_ CONCRETE CUR Q 000 ° a 0 0 0 °0 ° 12" EXISTING WATER MAIN P ° 00 0 ° o ° PERMANENT SERVICE CONNECTION SCALE: NONE •> ,r.. .. �:�.. ="'- ALTERNATE TOP SLAB, 0D REINFORCED TO MEET H-20 LOADING CATCHBASIN FRAME & GRATE SHALL BE LEBARON LF 248-2 z OR APPROVED EQUAL i= —O"± 1"BRICKS MAY BE USED FOR w DIAMETER GRADE ADJUSTMENTS. cn FRAME TO BE SET IN W N MIN. FULL BED OF MORTAR. C3 °Co W SEE JOINT DETAILSIX PROVIDE "V" OPENINGS p Q 4 -0 ±1 DIAMETER 2.5' MIN COVER OVER PIPE F~ OUTSIDE OF PIPE (n 1" CLEAR +2" CLEARANCE z t0 X Catch Basin Hood a -MIN. 0.12 SQ. IN. STEEL PER 5" MIN. VERTICAL FOOT, PLACED o ACCORDING TO AASHTO DESIGNATION M199 MORTAR ALL JOINTS • HEIGHT OF RISER SECTIONS I SEE ESE DETAILS VARY FROM 1' TO 4' 1" CLEAR --i I 4 5" MIN. o ##3 BAR 5" MIN ~ " L e- Ni 3 MIN. 1 1/2" MIN. PRECAST UNIT ". ♦ ' ..• ` 3" MIN.�MV. ♦• NI " PRECAST BASE JOINT DETAILS BAE DUALS PRECAST CONCREFE CATCH BASIN SCALE40NE 6'�ONCRETE SLAB - 6%C#10 WIRE MESH I i ==1 i I I III 1 I I I III 5l f -- 6" MIN. COMPACT PROCESS GRAVEL COMPACTED SUBGRADE BASE M 1.03.1 REMOVE UNSUITABLE MATERIAL AND REPLACE WITH GRAVEL COMPACTED IN 6" LIFTS M 1.03.0 C CRETE SIDEWALK SCALE: NONE 8' rBRISTLE-BROOM FINISH FINISHED GRADE tact I =2"�MIN. CLEAR COMPACTED SUBGRADE 9" COMPACTED GRAVEL BASE M1.03.00 DUMPSTER PAD SCALE: NONE 1LITY ;KEENED ZAVEL NOTE: CONCRETE ENCASE ALL SANITARY SEWERS AND SERVICE CONNECTIONS WHICH ARE WITHIN 18" OF THE NEW WATER MAIN. UTILITY CROSSING DETAIL SCALE: NONE CAPE COD BERM• WAING TAPE 6" BELV SURFACE 8b r 11 11 4 — HALF LAP JOINT ALAN 1" WEARING COURSE - 2" BINDER COURSE - 1" BIT. CONC. TOP COURSE — 2" BIT. CONC. BINDER COURSE NOTE: TOP OF POST TO BE 2'-6" ABOVE GUTTER GRADE ELEVATION COVER TER SERVICE VARYING WIDTH CL 10" COMPACTED GRAVEL BORROW BASE 101171117 11— 111EJ117II COMPACTED SUBGRADE DRIVEWAY SCALE: NONE 61 4"X10" RAILS TO BE HALF LAP JOINTED AT ALTERNATE POSTS OR AS DIRECTED GUTTER LINE / GRADE, FERTILIZER & SEED DISTURBED AREAS 0 0 FINISHED GRADE CONSTRUCTION NOTES: ELEVATION — 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. 1 _ 0" i FINISH I GRADE KBIT CONC. GR BASE `011 BERM COMPACTED SUBGRADE SCALE: NONE SCALE: NONE 1n w ir SLOPE 1:12 (MAX) SLOPED CURB 6' MIN. BACK OF SIDEWALK R_ 6' MIN. (RAMP CONCRETE SLOPE 1:12 (MAX) —RECESSED CURB SLOPED CURB 6' MIN. 0 0 6" 6" REVEAL CURB WHEELCHAIR RAMP SCALE: NONE ISSUED FOR PERMITTING NOT FOR CONSTRUCTION o CRILPIN m1; CIVIL r No. 32172 4 r t I 7. ale PROF SSIONAL ENGINEER DATE NOTICE OF INTENT #343 MAIN STREET ON ROUTE 28 IN YARMOUTH MASSACHUSETTS (BARNSTABLE COUM DETAILS OCTOBER 27, 2004 REVISIONS: NO. DATE DESC. PREPARED FOR: JACK HYNES C/O THE IRISH VILLAGE 512 MAIN STREET (ROUTE 28) WEST YARMOUTH, MA 02673 elol BSC GROUP 384 Washington Street Norwell, Massachusetts 02061, 781 659 7981 © 2004 The BSC Group, Inc. SCALE: AS NOTED FILE: SVY\8364-DET-N01 DWG. NO: 5385.02 SHEET 2 OF 3 JOB. NO: 4-8364.00