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Civil Engineering CAD Details

6" BLIND FLANGE WITH. 2" TAP AND PLUG. STREET SURFACE STANDARD MANHOLE. FRAME AND COVER. 24" CONCRETE RISERS. N.., to ADJUSTABLE VALVE BOX. Sa w. mp Au ww 2'-0". les toC. fro AD. ~-~ 6" DUCTILE IRON pipe . 24" MIN FLANGE x FLANGE. m De 6" GATE VALVE. MECHANICAL JOINT. x FLANGE pipe . 6" FLANGE x JOINT TEE. tai ~ 2 - 1/4" DIAMETER. ls. DRAIN HOLES. n et WATER MAIN 6" FLANGE PLUG. THRUST BLOCK ~ ~ MINIMUM 1/3 CUBIC. 16" x 16" x 8" PRECAST. r l- -------~o \\1!0 YARD DRAIN ROCK TO 6". ABOVE DRAIN HOLES. PIER BLOCK ON FIRM. UNDISTURBED EARTH. NOTES. 1. FOR BLOW-OFF OPERATIONS, REMOVE pipe CAP AND ADD A 6" BLOWOFF. 2" pipe EXTENTION AND 2" CHECK VALVE ASSEMBLY. 2. BACK-FLOW PREVENTION DEVICES REQ'D FOR ALL BLOW-OFF ASSEMBLY. assemblies . EXISTING GROUND/ FINISH GRADE. Sa w. 0". mp Au ww 3/4" CURB STOP.

xflange pipe water main thrust block 16" x 16" x 8" precast pier block on firm undisturbed earth notes 1. for blow-offoperations, remove pipe cap and add a 2" pipe extention and 2" checkvalve assembly. 2. back-flowprevention devices req'd for all blow-off assemblies. 24" min 2'-0" ~-~6" ductile iron pipe flange x flange 6" flange x jointtee ~2 ...

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  Engineering, Pipe, Civil, Assemblies, Civil engineering

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Transcription of Civil Engineering CAD Details

1 6" BLIND FLANGE WITH. 2" TAP AND PLUG. STREET SURFACE STANDARD MANHOLE. FRAME AND COVER. 24" CONCRETE RISERS. N.., to ADJUSTABLE VALVE BOX. Sa w. mp Au ww 2'-0". les toC. fro AD. ~-~ 6" DUCTILE IRON pipe . 24" MIN FLANGE x FLANGE. m De 6" GATE VALVE. MECHANICAL JOINT. x FLANGE pipe . 6" FLANGE x JOINT TEE. tai ~ 2 - 1/4" DIAMETER. ls. DRAIN HOLES. n et WATER MAIN 6" FLANGE PLUG. THRUST BLOCK ~ ~ MINIMUM 1/3 CUBIC. 16" x 16" x 8" PRECAST. r l- -------~o \\1!0 YARD DRAIN ROCK TO 6". ABOVE DRAIN HOLES. PIER BLOCK ON FIRM. UNDISTURBED EARTH. NOTES. 1. FOR BLOW-OFF OPERATIONS, REMOVE pipe CAP AND ADD A 6" BLOWOFF. 2" pipe EXTENTION AND 2" CHECK VALVE ASSEMBLY. 2. BACK-FLOW PREVENTION DEVICES REQ'D FOR ALL BLOW-OFF ASSEMBLY. assemblies . EXISTING GROUND/ FINISH GRADE. Sa w. 0". mp Au ww 3/4" CURB STOP.

2 Les toC. "0. fro AD. m De 6"-3/4" CRUSHED ROCK. tai 3/4" CORPORATION. ls. n et WATER MAIN. MANUAL AIR-RELEASE. ASSEMBLY. 1 1/4" SST WASHER, 3/32" THICK, 3 REQUIRED SEE BOLT-DOWN. DETAIL. PER COVER. SPECIFY. FLAT RUBBER WASHER, LETTERING. 3 REQUIRED PER COVER. Sa w. mp Au ww les toC. 1/4" NEOPRENE. GASKET, OMIT. fro AD. FOR TAMPER- ~ PROOF COVER. ~ 1/2" HEX HEAD SST CAP SCREW, m De 3 REQUIRED PER COVER MANHOLE FRAME PLAN. MANHOLE FRAME PLAN. BOLT-DOWN DETAIL. TRUE 25". SEE BOLT-DOWN. DETAIL. tai ls. n 23" 24-314" + 1/8". et 30-314". SECTION A-A SECTION B-B. BOLT-DOWN MANHOLE. RING AND COVER. 21/2". 4". NOTE: PLAN. BOLTS TO BE FURNISHED WITH STANDARD. HEX-HEAD NUTS & COTTER KEYS. COVER. AND RING TO BE MACHINED TO A TRUE. BEARING AT CONTACT POINTS. PLAN. Sa w. COVER SECTION. mp Au ww 2 1/2".

3 251/2". les toC. i " 1 - - - - _=. 2 ___2''_. ~+-++-----'-- ~. fro AD. r-- ~H-:". ;:: ~. m De DRILL FOR 1/2". ----Irl11_------25"--'1"-='/4~" ~s___I_~2 "_. BOLT (BRONZE). ~/2" 32". 2" SECTION A-A. tai COVER SECTION. ls. n LID. et 2'1/4" -------- TENSION WASHER. 18 5/8 BOLT - STAINLESS. ~. J 1 <0. r-----~----NUT. ~. r-- ~-,--r-- ~. = CAM-LOCK ASSEMBLY. I 2' 0" I 41/2 STANDARD CAM-LOCK ALUMINUM. 1. -I. 2' 9" FRAME AND COVER. (SANITARY AND STORM). FRAME SECTION. STANDARD CAM-LOCK CAST CAM-LOCK MANHOLE COVER. IRON FRAME AND COVER AND FRAME Details . CAST IRON AND ALUMINUM. B-~-- NOTES: 1. PRECAST BASE WALLS MAY BE A. MINIMUM OF 4" THICK. 2. CONCRETE SHALL BE CLASS 3000. 3. APPROVED CAST IRON FRAMES AND. GRATES MAY BE ACCEPTED. j A 1. ~---:/~CURB AND GUTTER. Sa w. , 0. ~. "' i" 0 \.

4 Mp Au ww INSTALL 3" WEEP HOLES GROUT BETWEEN. les toC. WITH GALVANIZED 'p TOP OF CATCH '. MESH SCREEN FOR ~';; p BASIN AN~BTM D~ o SUBGRADE DRAINAGE '~, ' OF CURB AND , GUTTER ~, fro AD. o 0'. , , m De 8, o ~. , 0'. 9 o ~ , Q. , 0. tai '{> <1 ~. <1 0 I - '0 ~. ls. '6 - ~o ~. wt- D. ~ 0, W. n 3_,-_0" e et e 6" 15" 6". SECTION A-A. FRAME: 1/4" X 2" X 2" STEEL (ASTM A-36) ANGLE. 361/2" SECTION B-B. I ' (OUTSIDE FRAME). FRAME AND GRATE PLAN ALL CORNERS OF. GRATE BARS TO. BE WELDED. 1/2" x 2 STEEL (ASTM A-36) BARS. I' 'I. CENTER BAR WIDENED ~. lliL,--!\~II---lL-11 -iL11=---lL---'L--lLII--,II----lL----lL1 1-lL11----lL---lL-11-llil/--fl--cil~~ i CATCH BASIN. TO 4" FOR STRENGTH. SECTION C-C. 97/8". CAST IRON COVER. 11 1/2". 101/2" AC OR CONCRETE PAVING. OR OTHER SURFACING. 03/8". 9".}

5 IllllmIIImIIImIIImIIIrrIII, Sa w. p , . - 111=111=11 '- :.. ~. pO 11=111==1 1 ' ~ "". Q4 '. 111=11. mp Au _ _ _I 111=tRc'c'-----------'L. ww ==m~m - ---ell m=m= m=- ==:111==111=1 - CONCRETE PAD REQUIRED. IN PAVED AREAS ONLY. les toC. AS SPECIFIED 4". MECHANICAL PLUG. MIN. fro AD. 17 1/8". m De CAST IRON FRAME. tai ls. eO. n et NOTE: ALL CLEAN OUT MATERIAL TO. BE SAME AS CARRIER pipe . 4"CONCRETE. MECHANICAL PLUG. BEDDING. CLEANOUT. CLEANOUT. Ii]. CLEANOUT PLUG. NEENAH FOUNDRY FLOOR. BOX FRAME & LID. """- y I, il 'J. <i 'J <l I I. ':J<i q 24" SQUARE CONC. I~. / PAD BY GEN. 6" / 6. <i ". 1. /. ~. 'J. / CONTR. ~ CJ 4---". Sa w. 'J. <i ~. <i mp Au 4". ww /. les toC. GRAVEL 1. fro AD. PVC pipe . m De SLEEVE. 1. I I. WYE FITTING. tai /. ". ls. I. 12". /. n 1/. et ~,--- ~- / /. ( - - / - -f- ) - () ().

6 "-, ~ "-,,- OUTDOOR CLEANOUT DETAIL. CONCRETE ENCASEMENT. FORCOLU MN. COLUMN - SEE PLAN OR SCHED. FOR BASE PL SIZE. /". 1/. ~Q. 1\. \. X. d 1\. q \1\. - iSEEPLAN FOR. q 4. X. FINISHED FLOOR EL. 4. q x~ ::>. \ ~ y 1\. q ~1/4"PREMO. 1. 1/. ". -~/////'. <J. LDED. Sa w. q JOINT FILLE R.(TYP). LEVELING NUTS L:l 1\. mp Au q & NONSHRINK GRO UT. ww d ANCHORS OLTS. les toC. q NOTE:SEE PLAN OR. SCHEDULE FOR SIZE SOF '7. L:l fro AD. 1\. COLUMNS,ANCHOR, BOLTS q 1\. -=::J. CONC. PIE R. l':=::J I~. AND CONCRETE PIE RS. m De q 1\. ~. d <J. q SEE PLAN FOR TO P L\. ~. q OF FOOTING EL. ~ L1. DOWELS SAME SIZE. tai ~. L\. 0 & NUMBER AS. V ERTICAL REINF. ls. <J """". C\I. tJ. 1\. n <lL) d <1. L:l et <J {]. iJ. L\. L\. 1\. q S EE FTG. SCHED. 3"CLR - L:l q 1\. y J. (j FOR FTG. SIZE &. q ~\. ~ 0. 21.}

7 0 0. L\. 0& 0 0. ~. 0 REINF. L:l <J. <J " LJ. 1\. 1\0. ~. 3"C LR. TYPICAL COLUMN BASE, PIER & FOOTING DETAIL. ~ COLUMN &. FOOTING. SEE COLUMN PROVIDE CONCRETE. SCHED. FOR SIZE COVER & PAINT. PROTECTION AROUND. SEE COL. SCHED. STRUCTURAL STEEL. FOR BASE PLATE. BELOW GRADE. & ANCHOR BOLTS. SEE PLAN FOR. SEE PLAN FOR. Sa w. FINISHED FLOOR EL. TOP OF FOOTING. mp Au ELEVATION. ww 1/2" PREMOULDED. EXPANSION JOINT. les toC. fro AD. m De II. - tai <J. <J. T """..J <1. o <J. ls. <J. <J. ulO 10. II. L\. n 10 <1. <J. et 10 <J. 10. 10. <i L1. /1 0 0 <i 0. Q. LJ. Il <J. <J. L1. 10. 10. L1 SEE COLUMN. SCHED. FOR. 3" CL 3" CL FOOTING SIZE. & REINF. TYPICAL COLUMN BASE. & FOOTING DETAIL. COLUMN-SEE PLAN OR. SCHEDULE FOR TYPE. AND SIZE. SEE PLAN OR SCHED. CONCRETE ENCASEMENT. FOR SIZE OF BASE FOR COLUMN.

8 Sa w. Ie. & ANCHOR BOLTS. mp Au ww 1/4" PREFORMED. les toC. JOINT FILLER - SEE PLAN FOR. FINISHED FLOOR EL. fro AD. <J. m De SEE PLAN FOR q c:"J. TOP OF FTG. L\. L\. /J. L:l q ~-SEE FTG. SCHED. <! IJ ",'/\. ELEV. <J. FOR FTG. SIZE &. tai <J. <! 0 o iJ. " c:J. 0 0 0 <J. REINF. <JL:l '". ls. L\. LEVELING NUT AND <J. <J. L\. ** THICK (MAX.). n NON-SHRINK GROUT 3"CLR. et ~~3"CLR. TYPICAL COLUMN BASE. & FOOTING DETAIL. rSTEELCOL. BASE P L. Sa w. (BELOW) 1/4" PREMOLDED ------, JOINT FILLER. mp Au "T" VARIES , ww ~ ,'\.------+----l4----+--~l~-X-,S- - -j~ PLA~ V. les toC. EE. fro AD. A. o m De FLOOR / 2 SETS OF. JOINTS/ #3 TIES. ANCHOR BOLTS. tai PLAN SECTION. ls. n TYPICAL SLAB ON GRADE. et COLUMN ISOLATION JOINT DETAIL. 4"X4"X6' CEDAR POST. PAINTED W/1 ST QUALITY. WATER BLUE ENAMEL - - - - GALVANIZED pipe .

9 BRASS INSECT SCREEN. OVER END - - - - _. SHALLOW TYPE FRAME AND COVER METAL STRAP. GROUT TO 24" T & G CONCRETE pipe . FINISH GRADE. Sa w. 24"T & G. mp Au ww CONCRETE pipe . UNION. les toC. - 0. ~ 0. fro AD. COMBINATION. _-+---t-- COPPER pipe . m De AIR VACUUM. RELEASE VALVE. o ~ 0- tai ANGLE STOP. ls. CORPORATION STOP. n CONCRETE BLOCK. et \" ~ - COPPER pipe . WATER MAIN. NOTES: 1. AIR-RELEASE AND VALVE assemblies SHALL BE INSTALLED AT. COMBINATION. POINTS. THE BREATHER TUBE SHALL EXTEND ABOVE GROUND. PROVIDED WITH DOWNWARD FACING, SCREENED ELBOW. AIR-RELEASE AND. 2. pipe AND VALVE SIZES SHALL BE SPECIFIED FOR EACH VALVE ASSEMBLY. PROJECT BY THE ENGINEER. 2" AND SMALLER. VARIABLE. VALLEY GUTTER FILLET. OR CONCRETE. AS SPECIFIED. CONTRACTION. "All JOINT (TYP) ~. CONSTRUCT CURBING MONOLITHIC WITH.

10 FILLET. INSTALL WHEELCHAIR RAMPS. AS DESIGNATED ON PLANS (SECTION A-A). /. /. VALLEY GUTTER. SHAPE CHANNEL. "A" AS DIRECTED. VALLEY GUTTER. J ALIGN VALLEY GUTTER. WITH STANDARD CURB. AND GUTTER. PLAN VIEW. Sa w. VALLEY GUTTER ACROSS INTERSECTION. mp Au ww les toC. fro AD. SECTION "A-A". m De VARIABLE. STD. SIDEWALK, WIDTH AS SPECIFIED. tai STANDARD LANDSCAPED. STRAIGHT CURB AREA. JOINTS AS DIRECTED. ls. TOP OF CURB SHALL MATCH. n SIDEWALK GRADE. et CONTRACTION VALLEY GUTTER OR CONCRETE. JOINT (TYP) ~----~~ ~SPECIFIED. )-----------------~------------{. TRANSITION. CUT LINE ~ REMOVE AND REPLACE PAVEMENT. AS SPECIFIED. PLAN VIEW. COMMERCIAL DRIVEWAY APPROACH. NOTES: 1. ORDER OF CONSTRUCTION: A. CONSTRUCT VALLEY GUTTER AND TRANSITION SECTIONS. Intersection B. CONSTRUCT 8" SIDEWALK ACROSS DRIVEWAY AREA.}


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