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HomeMy WebLinkAbout83-99 Construction DetailsA ,_ _ VARIES (SEE PLANS) 4L INTEGRAL WALK AND CURB DETAIL 18" R HANDICAP SYMBOL CONCRETE COLLAR SET FLUSH WITH GROUND OR PAVEMENT SIDEWALK ADJUSTABLE TYPE — z VALVE BOX M 6" MAIN — C z I� 2 W o o �,., o�_ f: cr W _z W w O 1 J cr a z cn 0 LuLL � � C' co z a I� ,— z a4 _z p 6'-0" 48'-0" MAX. loop 4" o �.'.° pQ..�"O.pp b¢p °, ., o.O o �b00 o q. O. O. ._ o p. o o. o o •ol . b p .o 04 o. SIDEWALK JOINT DETAILS 2-2 112" NOZZLES 4 1 /2" STEAMER CONNECTION FINISHED GRADE BACKFILL ---6 CU. FT. OF WASHED GRAVEL OR CRUSHED STONE 10,-_o" 10,- o" _ REACTION PAD — 6" CONC. DUMPSTER PAD — 4" CONC. PRE -CAST CONC. SLAB OR BIT. PAVEMENT g• 2" s" 4" STONE WEDGED BETWEEN - HYDRANT AND FIRM FACE 2' _ ie --T 6 x 6 - 6 /6 WWF OF TRENCH =-1 2 - #6 x 9' - 8" @ 4" O.C. 1'-6" MIN. COMP. AGGR. BASE SECTION A —A STANDARD FIRE HYDRANT DETAIL TRASH ___ DUMPSTER PAD DETAIL 1" SURFACE #11 OR #12 3" BINDER COURSE #8 OR #9 8" COMPACTED #53 AGGREGATE WELL COMPACTED, WELL DRAINED SUBGRADE TYPICAL PAVEMENT SECTION ------PARKING LOT #7 AGGREGATF� iQ � I zo 6" UNDERDRAIN PIPE MATERIAL: SHALL MEET GENERAL INDUSTRY STANDARD FOR CLAY, CONCRETE, CORRUGATED METAL, PLASTIC, OR APPROVED EQUAL, OPEN JOINT OR PERFORATED. PIPE UNDERDRAIN NO SCALE a� c�c^c c o• cc, aecc c . c � •c.o. 'c c° TOP OF CURB c o c°.c .c c ° o. � .c �' c � • c. ° .o° mac. oc <° c._cc 4 oc � c � c.n PAVEMENT —' r BU i I UM OF CURB TRANSVERSE / EXPANSION JOINTS TRANSVERSE CONTRACTION JOINTS WHEN BUILT IN CONJUNCTION WITH CONCRETE PAVEMENT, EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME LOCATIONS AS IN THE PAVEMENT SLAB, THE CURB AND GUTTER SHOULD BE TIED TO THE PAVEMENT BY 1Q " ROUND DEFORMED BARS OF ABOUT 3 FOOT INTERVALS. IF NO CONCRETE PAVEMENT IS BEING BUILT, AT THE TIME, THE CURB IS CONSTRUCTED, EXPANSION JOINTS SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT INTERVALS NOT TO EXCEED 100 FEET. CONTRACTION JOINTS SHOULD BE INSTALLED AT 20 FOOT SPACING. CURB JOINT DETAIL w Q Z Q Z O w cr %., *_' No. `* 198004171 STATE -Of �J U) Q U �-- LL Q W O Z Q C� C T— Z O U w F— O 2 CV I cr_ Z3 coQ cy) 1 _ O Z O CD O O M F- W ' o � W � C Y v a LL F- V) .o `o WQ(0 w c (D c"o ~�(0 Q— O N L0 a ,- W rY � cc�c� aW iz Oa-TV) ui c a F- �4.+ J Yih i0 cr it00- >" = "j QZQ Oun LL On< o ■ oLLI w OC Q�� a- J�z c w a_ DATE: AUGUST 19, 1999 SCALE: N/A PROJECT NO.111-1194 SHEET NO. c I I o 1194DET.DGN 6