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HomeMy WebLinkAboutR-386913ASPHALT PAVEMENT SAWkCXJT (SELL NOTE 2) _ffj INL4 7"HWA (or ACP kCfass 6) /> (SEl"' NOTE 1), OVER 6" CRUSHED ROCK RESI` :.NI!AI STRLET MINIMUM 4" HMA (or ACP 'C'loss B) (SEC NOTE 1), OVER CRUSHED ROCK 2,0* MIN. (SEE N01'E' 2) NEW CURB Al G u TT E R NQ E5 . 1. MUST MATCH EXISTING rHiCKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' 0" BEYOND EDGE OF DAMAGED PAVEMENT, 3. THE INTENT OF THiS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT `1HF- GUTTER FACE. SEE STANDARD PLAN FOR CEMENT C014CRETE CURBS, STU. PLAN 103 D: + PUBLIr' WORKS CUWS AND OUTTEK PPRO DEPARTMENT RUPLACUMMT DUTAIL ST P;R A 4TE 0 iNCi U 0 E 0 1 N 81 .1 s! A'� RINJ�_Xi'.f Cy, Ai %ioT f. ISWcD GRAOIC I sl*�'Baf.T;V 3 8 014 PROAOLDE 40,1W4T TOP OF CONCW If S.A FACE �"UEWALJK ADJACEW" TO CURB MIN f,�EE CONTA�,CT,, ROuU2, t1ml R"U"') 'r. -!t w 34* 44� WALLORBARRIER PREMOLVE-0 ADJACENT TO CURB C VVA�A. Clk eARRiER - WfRACT PLAN4$ ;-SEE CONT IF. ai -At X si:f, OETXYL FlLt.E-R (TYP,� i A, ADJACENT TO CURS AND RAILING OR WALL w 3 3 (VC 2'1 WC A JONT MI -CR SIDEvVALK (SEE.: CONTRACT $a NOTE 194 SICEWALK ADJACENT TO WALL. DETA-41 , fo 0.t R8 NOT 041"� Ail Flr4lShGRADE 1" qft, WLOW TOP OF COMI.RETE St ACEIFORP! -A Wa Uln - FtAS! i IF FXVEC) ?A ADJACEN10 TI BUFFER STRIP 4 WOE SM00iR Qr t RAISED EDGF DeTAX N E.X?04[)SIf1EA*A0'. TRAN�N*FJOW DGE XXINI ST 0 1 W LU DE RX,4E. E M., CFkJEN'f ' CON'RETE CURB ICUFM AND GUTTER SHOWN I J()t INCL.0OED INC ITeM Foe NOTES see STD PLAN 104.2. Paved surfaces must comply Qh STD PLAN 102.1 as appficable. I'#, 7Q I 4 VN�TWJP* jOIN, 04 51WWALK ONLY _4 EAPANSION .IMT IN 007 ff 10 If SEE vo MAN 10! 1 L 61 JOINT AND FINISH DETAIL ONNT FILLER F_XPANS(01,4 Jolt4T C CONTRACTION JOINT N PUBLIC WORKS DEPARTMENT 7 4 CEMOENT COOICKFETE S#CWWALK P 102 W 01� D PR J A ZAM FACF OV CVRIz 1:24 TOP QP: IswfA R. ROADWAY CEMENT CONCRETE TRAFFIC CURB AND GUTTER t" 1 �211 LUSHM H GJTINER PAN AT SIi5EWALK 1 RAMP fN? RANG'F v 12 =: OP OF vzRI ROAD "iAY IX i DEPRESSED CURB SECTION AT SIDEWALK RAMPS A PORTIO! OF K V4 W 1/4 UCTWN 10 T 23 IL RANK 5 L9 TE - COQ" A A h, uml T9 w TON Tm NO PM KT#M LU e 06 PELT v U1600li174 CIE M E 47 C 0 N i; RrT E' SIDE'AALK RA%If, Qh L Ay 14, 13' FROM (i' TO In 3,S`Pk i(ANT FILLER CEMENT CONCRETE PEDESTRIAN CURB Al SIDEWALK RAMPS AND LANDINGS FALf'OF ADJACENT CURB !;EF- DEPRLSSEU CURE DETAIL THIS SHEL­i TOP OF V ` > ° R. ROADINKY 2" "> . .1., . " DEPRESSED CURB SECTION 1 AT RESIDENTIAL DRIVEWAYS ONLY, OR Caw,,IERCIAL DRIVEWAYS SEE STD PLAN 104,2 rFAC­ CL)RB CE. 6 112- I R, FACE OF AD-W."'EN"r CORB TOP ©F ROAUAAN' GUTIER SURFACr. 6 114' p I" R, CEMENT CONCRETE TRAFFIC CURB OEPRESSE 1 D CURB DETAIL AT RFSIC1Ft4TIAi_ OR C0%**RCIAL tAW&EWAYS, AND ALLEYS I" R GENERAL NOTES' 1a 5Sve standard Plan -5 102 an=d 1001 faf cw b axPa(' fkw'aPd curdradion joint spacirig. 2. NcA used. 1 Section. see Standard Plan: 104-2 11 for Depressed Mar-ulktfw Driveway Curt & Gutte. P&M.- 10L PUBIAC" WORK,S + + DF-PAR11 ENT CEMENT CONCRETE CURBS PPRO"ED, vf 17, ls(**TRr- VIEW FuINOTES rmw 6 TV, R.A14 (\A,2 + PUBLIC WORKS CUMUNT CONCRETE DOWKWAY DEPARTMENT 1001111111r9tiumcm - iryps R1 sm. PIM 104.1 'ED, P PTIU k, 2" CLAS 2„ TO 0,} C OR CI 2. 5' MIN MIN MIN MINIMIN 2' CLASS 'B' CRUSHED ROCK, L t -L- i iL-L- OR AS REQUIRED BY ENGINEER . .. ....... &5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE 6.5' MIN. 2.5 MIN MIN MIN MIN MIN FOR MINIMUM STANDARDS, SEE DWG# HR -05, SP PAGE H032 OF' CURB OR '.'ENTER LINE OR ANE LINE S* D SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT ADOPTED 1+ CfrY OF FAWTON STANDARD PLANS LM IMTE: 02/05 DWG. NAME: H032-1 SP PAGE: H032.1 I ct-1 nee ft I tnlnl v m ?nOrs M ikjfu,.il".114M mom wrm P: :AI EW . .. ...... SECT Of -NERk_ N01 GL 7 W" of Tries dooWn is to bdftb to wwwl W .7h$ 1 jdnb d 2 a t ddrANkLd" i1ma be to be In f/ N PLAN Ift.1 ww IRL: + Puslic WORISIS A.IwA'r#*N AT OYED DEPARTMIEZINT ■ CLEAN SURFACE AM BOTTOM AREA. PROVIDE' U411FORM CONTACT. THE SUWAGE AREA OF THE UK SECTIOW MUST BE GAMTED TO THE BOTTOM AREA Of THE ADJUSTMENT SICECTM. FRAME AND VANED GRATE BASE SECTIMN SEE NOTE 4 - ------ A 1. THE COVER OR GRATING Of A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER. DITCH, OR SMWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7-05.3. 2. SH#AS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR h BOND, 5. AI)JUSTMENTSECTION SHALL BE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJWYMENTSECTION WITH NONSHRINK GROUT 6. GROUTWG BETWEEN ADJUSTMENT SECTION SHALL BE WATER TIGHT. 7. GROUT IS TO BE NON -SHRINK TYPE GROUT MEETINGTHE REQUIREMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR MAXIMUM PERCENT DRY SHRINKAGE. THE MWIMUM COMPRESSIVE STRENGTH SHALL BE 4,000 PSI AT 7 DAY PER APWA STANDARD SPECIFICATM 9-20.3 S. PICK /LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. PUBLIC WORKS DEPARTMENT CATCH BASIN INISTALLAT101M STD. PLAN 202.00 MARCH 2008 T w Q 5 OL'T AWCW_ -ULL DePT14 FAITego 1412 Q.0 3/.6")( F 4eK C• b. LL PeDWAL 67 P"6101) JOIMT. W x FULL DEPTW . TeMPLATE.. J .0 wr WAL f L 04 FPDWT VIEW 51 DE VIEW Ia IN5TALLATION Of: N.D.C!D-U, INCLUDING CO"SMffION OF bit* WILL $Er-VHe fpOtTAL 5C2Y10E:. v VA U.S.P.O. Neighborhood Nlivory And Collodion Box Unit Wailbox) IrAtallation ADO*PTED Crff Of REN70N ffAMDAM M.4W LST DATE: I -PAW -87 DWG NAME: HR -06 SP PAGE. HOW I CALL 48 HOURS BEFORE YOU DIG [MAL 811 S I N WAS 16 14C -P- 42841 STO, NAL 001MRLWOF > M-1 z m FAMOF r C Cm J) - m rr x Cn >t z FRAME AND GOATE - NOT 00 1 I" R sum 1NCUfWAN*GUtTER4VIrNW 10POF ur "1111�y 4 .... .. ...... .... . . ............ w, o ADJUSThVOff INCTM WT Mi XUM Owl/ CATCH AAM WT 104UMM • J, . .. ...... SECT Of -NERk_ N01 GL 7 W" of Tries dooWn is to bdftb to wwwl W .7h$ 1 jdnb d 2 a t ddrANkLd" i1ma be to be In f/ N PLAN Ift.1 ww IRL: + Puslic WORISIS A.IwA'r#*N AT OYED DEPARTMIEZINT ■ CLEAN SURFACE AM BOTTOM AREA. PROVIDE' U411FORM CONTACT. THE SUWAGE AREA OF THE UK SECTIOW MUST BE GAMTED TO THE BOTTOM AREA Of THE ADJUSTMENT SICECTM. FRAME AND VANED GRATE BASE SECTIMN SEE NOTE 4 - ------ A 1. THE COVER OR GRATING Of A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER. DITCH, OR SMWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7-05.3. 2. SH#AS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR h BOND, 5. AI)JUSTMENTSECTION SHALL BE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJWYMENTSECTION WITH NONSHRINK GROUT 6. GROUTWG BETWEEN ADJUSTMENT SECTION SHALL BE WATER TIGHT. 7. GROUT IS TO BE NON -SHRINK TYPE GROUT MEETINGTHE REQUIREMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR MAXIMUM PERCENT DRY SHRINKAGE. THE MWIMUM COMPRESSIVE STRENGTH SHALL BE 4,000 PSI AT 7 DAY PER APWA STANDARD SPECIFICATM 9-20.3 S. PICK /LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. PUBLIC WORKS DEPARTMENT CATCH BASIN INISTALLAT101M STD. PLAN 202.00 MARCH 2008 T w Q 5 OL'T AWCW_ -ULL DePT14 FAITego 1412 Q.0 3/.6")( F 4eK C• b. LL PeDWAL 67 P"6101) JOIMT. W x FULL DEPTW . TeMPLATE.. J .0 wr WAL f L 04 FPDWT VIEW 51 DE VIEW Ia IN5TALLATION Of: N.D.C!D-U, INCLUDING CO"SMffION OF bit* WILL $Er-VHe fpOtTAL 5C2Y10E:. v VA U.S.P.O. Neighborhood Nlivory And Collodion Box Unit Wailbox) IrAtallation ADO*PTED Crff Of REN70N ffAMDAM M.4W LST DATE: I -PAW -87 DWG NAME: HR -06 SP PAGE. HOW I CALL 48 HOURS BEFORE YOU DIG [MAL 811 S I N WAS 16 14C -P- 42841 STO, NAL C) -n 0 Cn ip > -1 m 4 z z m 0 > M-1 z m r C 0 M r� J) - z z m rr x Cn >t C) -n 0 Cn ip > -1 m 4 z z m 0 ��I s -h