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HomeMy WebLinkAboutC1.3SiteDetailsandConstManagementPlan_08252021 pNTANq 24" A Matthew B. G 9.I.. Cotterman w IN MIN. BRppUMIgQNOUB]]ABPHALgqT - 2" RPARKN6 15873ES MAINTAIN o0 oo11' IN90 MIpUSyRUgNE�uKryVE�o O ODODODo M(12 xD18"")$ ® �y(xs/YyCENSEO 0 000 0 0 0 0 0 0 0 0 0 0 0 PROPER TOPSOIL3"R /+ SEER-lP� SSIDEYARD ETBACK PER c \( L(TYP.) -�( 4"R 4�5 12'MIN OF6 MINUS' PIT Rll g/4"PER 1'SLOPE r�- 5" ZONING o _ -o 0 0 //� a AN ACCESSIBLE REGULATIONS - 12•• \/ o _ VO00 UFINE �` COMPACTE03UBGRADEy \� a lMT OUTPERMI /..//f(i° /-�% �.. �.. �. .� g^ 2'x2'1/8"SQUARE STEEL TUBE :[B-TRANS111.N SECTION FROM INSTALL GEOTEXTILE FABRICANDIORGEOGRIDIFSOFTSUBGRADE a 0 v �7.5" SET IN 78"OF CONCRETE(TYP.) EXISTING CURB TO DROP CURB: \/ v CONDRIONSARE ENCOUNTERED �g^ (R CI E ins SPHALT CROSS SECTION jj 72"FROM BOTTOM Q O O O O OF SIGN TO GROUND .. 0000000000000000000000000000000 61HANDICAP PARKIN SIGN CRUSHEDGRRJ O O O O O O O O O O O O O O O O EXPANSION JOINTS COMPLETELY BASE-3"MIN. O O O O O O O O O O O O O O O C1. SCALE:NTS AROUND SIDEWALK SECTION O O O O O O O O O O 00000000000 O O O O O MAX.THROAT WIDTH 36'COMMERCIAL SUB-BASE COURSE 40'INDUSTRIAL CURB 1,APRON POURED MONOLITHIC AS REQUIRED UNLESS OTHERWISE APPROVED CT CONTRACTION JOINT COMPA ED SU BGRADE EXPANSION JOINTS AT CURB RETURNS AS ROD. FF-- ®I 0.5" 1.5' W4" FI SIDEWALK !3/q"pER 1'SLOPE ��\n ✓'/] O TRANSITION TO 1%SLOPE f 314"PER V SLOPE < F�1 BACK OF CURB Y DOWN CURB& 1/2"PER 1'SLOPE y SIDEWALK CONTRACTION JOINTS AWAY FROM CURB TRANSITION GUTTER 6" ��,/� w SPACED AT5'INTERVALS-MIN. TT FLOW LINE -EXPANSION JOINT TO MATCH CHANNEL 9.5'�I 9.5� i`yj a rrE-� DEPTH 1".EXPANSION JOINTS F m V TO BE PLACEDAT 25' w EDGE OF GUTTER COMPACTED TOPSOIL INTERVALS. O �jjj/ DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB h ARI TYR).LE Fit �1 (6.5'TVP.) NOTES: CONTRACTION JOINTS TO BE SPACED FJ 1.Subgretle or base course compaction shall conform to section 02230(M.P.W.Specs.,1996 ad.) � F-1 AT IV INTERVALS IN CURB&GUTTER 5' 2.Contraction joints shall be placed of 10'intervals and shall have a minimum depth of 3/4"antl minimum width of 1/8". - W 3.1/2"expansion joint material shall be placed at all P.C.s,P.Ts,curb returns and at not more than 300'intervals.The ��/ Ey O EXPANSION JOINT MATERIAL SHALL BE ill"THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER. expansion material shall extend through the full depth of the curb and gutter. �/ F�1 ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURBAND GUTTER UNLESS OTHERWISE APPROVED. NOS 12'PROSERIES TRENCH DRAIN SYSTEM 4.No curb and gutter shall be placed without a final form inspection by the City Engineer or his representative. FILLED EDDIA WIT.18"H DEEP HOLE W1IT PRO-SERIES LOAD STAR HEAVY TRAFFIC FILLED WITH CONCRETE 5.Concrete shall be Class MJ000. " CHANNEL GRATE(OR APPROVED EQUAL). 6.Crushed grovel base shall meet the requirements of Section 02235(VIEW SPECS,19%ad.)For curb and pa zo"MIN. gutter replacement projects,washed rock maybe used for the gravel base. SIGN POST SETTING DETAIL EXPANSION JOINT ©INTERIOR CURB&GUTTER DETAIL c1.3'�QATE-RTS RECESS CHANNEL 1/4"FROMpT CONCRETE SIDEWALK "MIN TOP OF CONCRETE `�---ITS GRADE ESTABLISHEDAS 1W RISE PER FOOT FROM TOP OFADJACENT FULL HEIGHT CURB OR MATCH EXISTING 4"MIN.DEPTH SIDEMWLK GRADE DRMEWAYAPRON SIDEWALK J "'TYP. 5'TYP t VARIES) 4"UR TMONOLITHICCONC 714 PER FOOT SLOPE STREET SURFACE POUR TO ENCASE CHANNEL /\ Z �\ - CCONCRETE SIDEWALK WITH CONTRACTION JOINTS .� .� j SPACEDAT51NTERVALS AND EXPANSION JOINTS AT 26 INTERVALS. COMPACTED SOIL ,� �� j/G O�//�///�j REBAR TO CHANNEL DR ILL FLANGE AND WIRE TIE 5'-0' w ` ` 4"WIDE SOLID YELLOW LINES T rc - �� T� � � ABPHALT PAVEMENT 2%SLOPE (TYPO ( " i 3"WASHED ROOK � AS SPECIFIED) \� ^ MIN 6"THICK #3 REBAR x 12"LONG TO SECURE 71/2"x 3112"BRICK ON EDGE SPACE SIDEWALK DEPRESSED TO PAVEMENT 6' rCl MOOD CONCRETE CURB&GUTTER LATERALCHANNNELMOVEMENT �36"O.C.TOALLOW FOR GONG. o000o O O o0o ELEVATION(LANDING TO HAVE MAXIMUM "OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH AT BRICK LOCATIONS UNDER CHANNEL SLOPE AWAY FROMCURB o 0 0 000o Hj RESIDENTIAL DRIVEWAY APPROACH SLOPE OF 2%INANY DIRECTION) c1. SCALE-RTS 675W�1T.oz�529--12 30SIDEWALK CHASE DETAIL o^� �S'Q3 AT�Rr� 0000000000000000000000000000 4"TIDE SOLID YELLOW LINES �s 3 OF7"MINUS CRUSHED GRAVEL � � � AT 45 DEGREES,2'ON CENTER m SEE TYPICALASPHALT CROSS SECTION DETAIL o PAINT WHEELCHAIR SYMBOL,4"- 6 ofoe,N L� O SOLID BLUE LINES.CENTER CONCRETE JOINTING REQUIREMENTS: SYMBOL IN PARKING SPACE. 1. Fxteld-clam,Form Msthefull depaound all appurtenances, fill using such pre-famunity p filler.P.edending ntoian where htheceabuts eFloodconrrete or faed slmdure.Form iwlegon joints around ell apPudenances,such as manholes,miliry poles,aid.exlmtlng into and through the conaHe.Place kole5m I� pintsat"ids points,junctions with existing cenude,and opposite to or at expansion joints in adjacent conaste. 2. In.I remjmnla al unimsdwnseoeme pours.Assure the coHjcht is vertical,the full depth f P.Pate,and toded to a vanon radius. 6'RAMPS AT MAXIMUM 12:1 SLOPE.RAMPS TO BE 3. Dlvbe side"elk lnm sadioneusbg wno-ectionpbts formed byajdnrg tool crdher approved methods.Extend the wmracvon join into the concrete for CONSTRUCTED WITH DETECTABLE WARNING _ t/] aueast oneroudn bs depth and make thejoims epproximatery t/e-ncn wide.Unless otherwae diredea,space wnVadionpints at maximum to-rodimervals or SURFACES COMPLYING WITH ADAAG. a distance equalto the sidewalk,Kkh,whichever is lass.In contnuous sidewalk mns,install expansimjmnls atthe bcatim da regulw wnndimjoint,lithe Fzl distanceb,hw expansionjoints does ndexceed25feet 44 CONSTRUCTION MANAGEMENT PLAN C�TYPIICCAI CURB WALK DETAIL 49 HANDICAP ACCESSIBLE RAMP&STRIPING CV k� Q C1.3 SCALE:NTS Ho INSTALL DROFINLET PROTECTION T E OR STRAW INLE West Oak Street O Q PERIMETER CONTROL ____________ -----------------INSTALL SILTFENCE_ _ _ aNaysiGp LOgEs " r - - __ __ _ _ OR STRAW WATTLE SEXES 1.5 DEPTH(MAX) 4H.N S\DE, W ___ r= _ _ -__ PERIMETER CONTROL On l ' I __- _ ! I :AT SR ETENTI N POND RSECTION EI N 0 r(D, ]11111111111111]ll111111 0 11 O O W N x O �uu 3 Li lllll]111 INSTALL STABILIZE U - U U O 4'FRAME AND COVER TOPVIEW CONSTRUCTION d '•I F CAST INTO LID 8 / Q ENTRANCE 4433 I O PLAN VIEW Ise 40 CY TEMPORARY CONSTRUCTION U CENTERED IN TOP CONCRETE ,�DUMPSTER(22'91x7'8'WxT11"H) NSTA SIL FENCE Q dry' WASHOUT `.v� _ ___ OR ST W ATTLE AND GRATE E-4 W L"'a CAST IRON HOOD,FRAME, I _ TBC ELEV=4723.47 O O INSTALL SILT FENCE TpI V f p �q IJpl"'`N TLKRIy'� PERIM ER NTROPOND 1 �'OR STRAWWATTLE Q G$TG Rl '$T GHPOND 22 RIIM ELEEVW--/25.100ERIMETER CONTROL - LI O 40 CY TEMPORARY CONSTRUCTION 6.T P J- m DUMPSTER(22'9"L x 7'8'1N x 7'11"H) RECTANGULAR a J I GRAD_ErRINGS 2.67" WALL 2.00' 3 50, TEMP.SOIL STO TE .SO WALLILSTORAGE CONTRACTOR TO GROUT __-- t • ANNULAR SPACES NSTALL STABILIZED CONSTRUCTION 10"PVC OPENING ENTRANCE y POND 1 LE OUT=0.20 10"PVC J� FL UT=0tEST PIPE INSTALLDROP g" POND 2I.E OUT=19.79 I t INLETPROTECTION 0.75' REV. DATE Flanders Way WASHOUT I SUP SUMP 1 a F CONTRACTOR 0.50'BASE 2 7/2o/21 q" TO GROUT T BASE 29.33"DIA. (NP.) PLANVIEW SECTION VIEW SCALE:V=60' BASE SLAB 11 CURB INLET DETAIL DRAWING DATE: SECTION VIEW C1.3 SCALE: NTS 20 21 10 POND OVERFLOW STRUCTURE SHEET C1.3 SCALE: NITS C1 .3