Loading...
HomeMy WebLinkAbout83-1699 - DetailsVARYING WIDTH SEE SPECS UNPAVED PAVED MIN 10' TRAVEL LANE MIN 10' TRAVEL LANE FOR RESTORATION (UNLESS ONE WAY) (UNLESS ONE WAY) OF TRENCH SURFACEREPAVE AS CONCRETE CURB 5" ummmmommm SPECIFIED FINISH GRADE CAPE COD BERM WEARING COURSE 1" BIT. CONC. TOP COURSE SHEETING, COMMON FILL BINDER COURSE IF REQ'D, TO BE CUT OFF COMPACTEDI AS SPEC. 6" 2" BIL CONC. BINDER COURSE M31 It 5' MIN. BELOW GROUND & 2, C V MIN. ABOVE TOP OF PIPE. ANY SHEETING DRIVEN _ SAND i8" �pyu\ \N X BELOW MID -DIA. OF PIPE Tv 6" 6" 10" COMPACTED SHALL BE LEFT IN PLACE. V COVER GRAVEL BORROW BASE III�il-11t-III lll�ll�f3- II- III�II_111 III- — �, SAND 6" COMPACTED WATER,SEWER,DRAIN zo _ WARNING TAPE 6" SUBGRADE OR FORCE MAIN PIPE BELOW SURFACE ¢4 J NORMAL GRADE EARTH W ROCK GRAVEL BASE COMPACTED SUBGRADE FLEXIBLE PIPE INCLUDES: CEMENT CONCRETE 2' MIN. PVC, HDPE, CMP GRAVEL BASE WATER SERVICE SAND 4' W/ SHEETING RIGID PIPE INCLUDES: RCP, DI, VC CONCRETE CURB TYPICAL TRENCH SECTION SCALE: NONE DRIVEWAY SCALE: NONE SCALE: NONE 1/4" EXP. JOINTS 4"X10" 25' MAX. SPACING BETWEEN EXP. JTS. 8. I 1 5" 5" o 8" 2.5" o FINISH GRADE 1 N RAILS TO BE HALF LAP BACK OF CURB CONTRACTION JOINTS 1/4" EXP. JOINTS 2" '-6" JOINTED AT ALTERNATE POSTS OR AS DIRECTED o 0 AS REQUIRED, BUT NOT 4" LESS THAN 5'-0" UNLESS VALVE BOX (ADJUSTABLE) 1/2" EXP. JOINTS FINISHED GRADE OTHERWISE APPROVED _ GUTTER LINE SIDEWALK JOINT DETAIL NEW BLDG. PAD � GRADE, FERTILIZER & CORPORATION HALF LAP JOINT - PLAN M SEED DISTURBED AREAS STOP NOTE: CURB STOP 6" WIDTH VARIES, SEE PLAN TOP OF POST TO BE 145 my BRISTLE -BROOM FINISH 2'-6" ABOVE GUTTER GRADE ELEVATION - END TREATMENT 2" HDPE PIPE BRI 6"-#10 WIRE MESH 4" MIN. CONCRETE SLAB-1FINISH GRADE ELEVATION CONSTRUCTION NOTES: PROVIDE 2 CU.FT. OF 2" (MIN) 1.) WOOD RAILS TO BE LONGLEAF YELLOW PINE OR SADDLE REQUIRED IF SCREENED GRAVEL _ DOUGLAS FIR STRUCTURAL GRADE OR BETTER PVC PIPE IS USED I I= I I I I I -I 11—.. 2.) POSTS TO BE DOUGLAS FIR OR SPRUCE - CONCRETE CUR O O 00 °000 O o '('0 (I 12" STRUCTURAL GRADE OR BETTER EXISTING WATER MAIN 0000oQ P ° o 3.) TIMBER PRESERVATIVES SHALL CONFORM TO III nF.=jjr=jjj=jjj_jjF—_jjjEI__ 6" MIN. COMPACTED METHODS OF TREATMENT SHALL CONFORM TO PROCESS GRAVEL THE REQUIREMENTS OF AASHTO 14-133. THE COMPACTED SUBGRADE BASE M 1.03.1 AMERICAN WOOD PRESERVERS ASSOCIATION REMOVE UNSUITABLE MATERIAL STANDARDS CI, C2, AND C3. ANY CUTS MADE IN THE FIELD CEMENT CONCRETE WALK --SECTION AND REPLACE WITH GRAVEL COATS OF AFOREMENTIONEDL BEN METHOD OF TREWITH 2 ATMENT. COMPACTED IN 6 LIFTS M 1.03.0 C PERMANENT SERVICE CONNECTION CONCRETE SIDEWALK SINGLE FACE WOOD GUARD RAIL SCALE: NONE SCALE: NONE SCALE: NONE ALTERNATE TOP SLAB, 1 ` REINFORCED TO MEET 8 H-20 LOADING CATCHBASIN FRAME & GRATE RISTLE-BROOM FINISH SHALL BE LEBARON LF 248-2 6" CONCRETE SLA zzOR APPROVED EQUAL 6"x6"-#10 WIRE MESH INISHED GRADE BACK OF SIDEWALK BRICKS MAY BE USED FOR a- civ Uj DIAMETER GRADE ADJUSTMENTS. FRAME TO BE SET IN 1 0 MIN. ` FULL BED OF MORTAR. LO ° „O° o o ao SEE JOINT DETAILS 2 MIN. CLEAR PROVIDE V" OPENINGS �, CONCRETE " o ^ a 4' -0 ±1 DIAMETER 2.5' MIN COVER OVER PIPE pO z :� 1• _ 0" FINISH I SLOPE SLOPE * OUTSIDE OF PIPE COMPACTED SUBGRADE GRADE I- z to 1" CLEAR +2" CLEARANCE 9" COMPACTED GRAVEL BASE " —I j w 1:12 (MAX) 1:12 (MAX) i M1.03.00 1 WEARING COURSE a L Catch Basin Hood a N. 0.12 SQ. IN. STEEL PER 2" BINDER COURSE I I_ - > w SIDEWALK 5" MIN. VERTICAL FOOT, PLACED D U M P S TE R PAD _ `� : ACCORDING TO AASHTO = I RECESSED CURB ° DESIGNATION M199 SCALE: NONE 3" �� � x MORTAR ALL JOINTS a • HEIGHT OF RISER SECTIONS I ,SEE BASE DETAILS GRAVEL BASE l I BIT CONC. VARY FROM 1' TO 4' BERM 12" 12" SLOPED CURB SLOPED CURB 1" CLEAR _I unuTy 5" MIN. `r _ 6' MIN. 6' MIN. 6' MIN. 1 #3 BAR 5" MIN. °.; , Z SCREENED l i=III=1 i t=1 f f=1 I i=� I III=III=III=III=I i f=III=f f i=1 11- (RAMP) " �— N N — GRAVEL 3 MIN. PRECAST UNIT � � 1 1/2" MIN. ° ° unuTY COMPACTED SUBGRADE 6" REVEAL CURB " °�3 MIN. �^ MIN. C -� NOTE: PRECAST BASE CONCRETE ENCASE ALL SANITARY SEWERS AND SERVICE MODIFIED CAPE COD BERM WHEELCHAIR RAMP ° CONNECTIONS WHICH ARE WITHIN 18" OF THE NEW WATER MAIN. SCALE: NONE SCALE: NONE JOINT DETAILS BASE DETAILS ISSUED FOR PERMITTING PRECAST CONCRETE CATCH BASIN UTILITY CROSSING DETAIL SCALE: NOT FOR CONSTRUCTION A01`448 cyG DAVID sg DAVID J. v CRISPIN m CML x.3211 Cs� rev •� PROFESSION ENGINEER DATE NOTICE OF INTENT #343 MAIN STREET ON ROUTE 28 IN YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) 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 - BSC GROUP 384 Washington Street Norwell, Massachusetts 02061 781 659 7981 © 2004 The BSC Group, Inc. SCALE: AS NOTED FILE: SVY\8364-DET-NOI DWG. NO: 5385.02 SHEET 2 OF 3 JOB. NO: 4-8364.00