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Home My WebLink AboutR-366313(Ton L Nul WTH IM: IV SEE NOTE 1 CEMENT CIXlpR1E SLOPE (TYP) TI CURB & GUTTER PLAN NEW (SEE VOTE 3) PLAN MEIN CEMENT IYYN'JTTE DRIVEWAY ENTRANCE TYPE 1 NOT TO SCALE RALF (SEE CONTRACT) RAMP mENi COIDE. IE PE Rfbd R o� arm (ttP) CEMENT CONCRETE 3/8" E%PANSION JOINT (TYp.) SIDEWALK SECTION O (SEE SM. PIAM F -3) 304 TRACT NIT CONCRETE SIDEWALK u 6' -0" 6' -0' EPRESSED CURB & WiIER ONES (SEE NOTE 3) — 3/6" EXPANSION .RXNT (Tie.) (SEE SM. PLAN F -3) /."Ay SECTION O (BY OTHERS) 1/2 "X4" EXPANSION MATERIAL 1 /4TR AT JOINTS CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES L 2, 3, & 4 Sheet 3 OF 6 ADOPTED •� CITY OF MOTION STANDNN PLANS IST D/.TR: 04/04 DWG. NAME: F004 -2 SP PAGE: F004.2i 1/2 "X4' EXPANSION MATERIAL 1 /4'R AT JOINTS GEM. CONC. CURD AND GUTTER SCORE LINES TO BE RADIAL TO CURB AND GUTTER + W 1/2 "X4" EXPANSION MATERIAL 1 /4'R AT JOINTS SCORE LINES 'W'-WIDTH OF SIDEWALK 1/2 "X5" EXPANSION 1 /4 "/FT. SLOPE MATERIAL CURB RETURN ONLY 1/2 "R 1 /4 "/FT. SLOPE 1/2'R 4 1 /2'R PAVEMENT AS PER PLANS 4' 1 PAVEMENT AS PER PLANS STANDARD CEM. CONC. PARKWAY STANDARp GEM. CURB AND GUTTER CONC. CURB AND CUTTER SECTION A —A SECTION B —B SEE SHEET 2.5.1 FOR ROADWAY OEVELOPMENT STANDARDS GENERAL NOTE& .oxm Dualr aNls sINL E HAL4o wr 10 pl0® u• e/c Rw .. "x ms, mel xpr E Its 11MX one• N 11NOgMLSS AK slru E IXWk[m r moW nW arITER LeE tn' 11RM airs suu. E AA® AT NL ono ells At vacNn IR DiOFIR AIO SNAIL ErzlvA r WqE rNE SN EWNN M TO E RA® /LWSr THE 01® NO OVTIpI 1E ANN, sMLL E A Oaks JO NC T/Yl s EIDNtl01 AUDI AL . es M/Ltp dem P ;i lO r•.T.s AT AM C NB sk . 1/Y M. W1FAK 9WL E RA® ATE EORM $CWNX Pyp_ RE 01OFIE as FOR BEY 9MM pyTIDl TO TE NEON m 6 gAis N (J /4j am NN wnueANwr. lE MM1fTE I NNL NAVE A Wnn Ms+ WM 4L b¢S IMNNG A 2 1/2' TpaLFD FlNSH. 9RQ.K 49N'KnON 9WL E iR (NKFWID iY0C1UD. TYPICAL SIDEWALK ADOPTED CRY OF 1®RON .. STANDARD PM2d15 13T W'18: 04104 DWG. NAME: F007 SP PAGE:1`007 LUA 07- 140 -SHPL DETECTABLE WARNING PATTERN (SEE DETALL)� 3/8' EXPANSION JOINT (TYP.) (SEE STD. PLAN F -3) J CROSSWALK (TYP.) (SEE STD. PLAN H -5c) 3/8" EXPANSION JOINT (TYP.) (SEE SM. PLAN F -3) DETECTABLE WARNING PATTERN (SEE DETAIL) ..claL Wow tt/uNr u FOR N RAMP TYPES ES 1 to R- 1C. 1D NOTES, 1. Awid placing drainage structures• junction boxes or other obstructions in hint of ramp access areas 2. Detectable warning patterns may be created by any method that will aceiew the mumbled dome dimensions and spacing known. 3. Curb and gutter anon, ses the Contract Plans far the curb design specified Sae Std. Plan F -1 for curb details. 4. The plan weed for SIDEWALK RAMP TYPES M. 10 & M are preversed to define each romp type. See the RAMP DETAIL an this seeeL See Std. Plan F -3 for sidewalk pint placereent and details. 5. Ramp seeks stet not be steeper tmd 12H:1V.. SIDEWALK RAMP 6. The dardWer shall prowde to the City the curb bop type, Imation, elewtiom, and profiles on the TYPES IA, IB. IC & 1D submitted plans of each of the curb rumps within the project w The pbMds shel peosMe onougb mfOrmotion he determine the croak daps and runnng elopes of a «h curb exate and .ul be checked fp AGA SHEET i OF 3 pmp6amn ADOPTED ® CITY UI RE NOR rNDA PIANO Orr DAM or /Or M e TE REVISION y pR DWG. NAME: F010 SP PAGE: FO10 2" CLAS *2•• TO 6" C OR C MIN MIN MIN MINI MIN 2" CLASS 6.5• MIN. -I 2" DEPTH OF GRIND OR SAWCUT AND REMOVE 6.5' MIN. 1' 1' 2.5' 1' 1' MIN MIN MIN I MINIM11N CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER * FOR MINIMUM STANDARDS. SEE DWG# HR -05, SP PAGE H032 OF CURB OR OF PAVEMENT ENTER LINE OR ANE LINE S. D SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT ADOPTED * ®♦ CITY OF 1•IILTN STANDARD PI = an: a2 /05 /os DWG. NAME: H032 -1 SP PAGE: H032.1 5 2-1/2" �I L=J STD 90" BRACKET OR 360 ADJUSTABLE BRACKET IF REQUIRED. C ✓I PIPE CAP 2" GALVANIZED STEEL PIPE - CEMENT 1 -1/2' CONCRETE 3' 5 /BM 1_1/2• MINUS CRUSHED ROCK 42" MAX 24" MIN 6%WE 8 I 8• -6• 2' WIN CLEARANCE FROM FACE OF CURB. 10' ANN CLEARANCE T NO CURB. GROUND MOUNTED STREET NAME SIGNS ADOPTED CRY OF R N ND PIANN Lilly M Lilly DATN: w /Or DWG. NAME: G013 SP PAGE:GO13 PUBLIC WORKS EIHOLE FAMILY ROOF DOVIMISSPOVT DEPARTMENT INFILTRATSON TRENCH BSD. PLAN - 2252D MARCH 2008 - 366313 RECOMMENDED FOR APPROVAL BY DATE BY DATE BY DATE BY DATE BY DATE H w3' r2. 3Gr.313 g 3 N Q O �'K vv m Sy q■ � 3 ~ 2 O cl cI i f� 6 -0" VALUES - I W. (SEE DOWIRACT)f 6'-0" 3/8' ETO'ANSION (SEE SI JcNT V. PLAN F -3) r CEMENT CONCRETE PEDESTNUA CURB (1 (W11E11 SFEpFSO IN (SEE S1D. iIAN F -1 CEN W _J I o I Z b 0 oQ V) Nul WTH IM: IV SEE NOTE 1 CEMENT CIXlpR1E SLOPE (TYP) TI CURB & GUTTER PLAN NEW (SEE VOTE 3) PLAN MEIN CEMENT IYYN'JTTE DRIVEWAY ENTRANCE TYPE 1 NOT TO SCALE RALF (SEE CONTRACT) RAMP mENi COIDE. IE PE Rfbd R o� arm (ttP) CEMENT CONCRETE 3/8" E%PANSION JOINT (TYp.) SIDEWALK SECTION O (SEE SM. PIAM F -3) 304 TRACT NIT CONCRETE SIDEWALK u 6' -0" 6' -0' EPRESSED CURB & WiIER ONES (SEE NOTE 3) — 3/6" EXPANSION .RXNT (Tie.) (SEE SM. PLAN F -3) /."Ay SECTION O (BY OTHERS) 1/2 "X4" EXPANSION MATERIAL 1 /4TR AT JOINTS CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES L 2, 3, & 4 Sheet 3 OF 6 ADOPTED •� CITY OF MOTION STANDNN PLANS IST D/.TR: 04/04 DWG. NAME: F004 -2 SP PAGE: F004.2i 1/2 "X4' EXPANSION MATERIAL 1 /4'R AT JOINTS GEM. CONC. CURD AND GUTTER SCORE LINES TO BE RADIAL TO CURB AND GUTTER + W 1/2 "X4" EXPANSION MATERIAL 1 /4'R AT JOINTS SCORE LINES 'W'-WIDTH OF SIDEWALK 1/2 "X5" EXPANSION 1 /4 "/FT. SLOPE MATERIAL CURB RETURN ONLY 1/2 "R 1 /4 "/FT. SLOPE 1/2'R 4 1 /2'R PAVEMENT AS PER PLANS 4' 1 PAVEMENT AS PER PLANS STANDARD CEM. CONC. PARKWAY STANDARp GEM. CURB AND GUTTER CONC. CURB AND CUTTER SECTION A —A SECTION B —B SEE SHEET 2.5.1 FOR ROADWAY OEVELOPMENT STANDARDS GENERAL NOTE& .oxm Dualr aNls sINL E HAL4o wr 10 pl0® u• e/c Rw .. "x ms, mel xpr E Its 11MX one• N 11NOgMLSS AK slru E IXWk[m r moW nW arITER LeE tn' 11RM airs suu. E AA® AT NL ono ells At vacNn IR DiOFIR AIO SNAIL ErzlvA r WqE rNE SN EWNN M TO E RA® /LWSr THE 01® NO OVTIpI 1E ANN, sMLL E A Oaks JO NC T/Yl s EIDNtl01 AUDI AL . es M/Ltp dem P ;i lO r•.T.s AT AM C NB sk . 1/Y M. W1FAK 9WL E RA® ATE EORM $CWNX Pyp_ RE 01OFIE as FOR BEY 9MM pyTIDl TO TE NEON m 6 gAis N (J /4j am NN wnueANwr. lE MM1fTE I NNL NAVE A Wnn Ms+ WM 4L b¢S IMNNG A 2 1/2' TpaLFD FlNSH. 9RQ.K 49N'KnON 9WL E iR (NKFWID iY0C1UD. TYPICAL SIDEWALK ADOPTED CRY OF 1®RON .. STANDARD PM2d15 13T W'18: 04104 DWG. NAME: F007 SP PAGE:1`007 LUA 07- 140 -SHPL DETECTABLE WARNING PATTERN (SEE DETALL)� 3/8' EXPANSION JOINT (TYP.) (SEE STD. PLAN F -3) J CROSSWALK (TYP.) (SEE STD. PLAN H -5c) 3/8" EXPANSION JOINT (TYP.) (SEE SM. PLAN F -3) DETECTABLE WARNING PATTERN (SEE DETAIL) ..claL Wow tt/uNr u FOR N RAMP TYPES ES 1 to R- 1C. 1D NOTES, 1. Awid placing drainage structures• junction boxes or other obstructions in hint of ramp access areas 2. Detectable warning patterns may be created by any method that will aceiew the mumbled dome dimensions and spacing known. 3. Curb and gutter anon, ses the Contract Plans far the curb design specified Sae Std. Plan F -1 for curb details. 4. The plan weed for SIDEWALK RAMP TYPES M. 10 & M are preversed to define each romp type. See the RAMP DETAIL an this seeeL See Std. Plan F -3 for sidewalk pint placereent and details. 5. Ramp seeks stet not be steeper tmd 12H:1V.. SIDEWALK RAMP 6. The dardWer shall prowde to the City the curb bop type, Imation, elewtiom, and profiles on the TYPES IA, IB. IC & 1D submitted plans of each of the curb rumps within the project w The pbMds shel peosMe onougb mfOrmotion he determine the croak daps and runnng elopes of a «h curb exate and .ul be checked fp AGA SHEET i OF 3 pmp6amn ADOPTED ® CITY UI RE NOR rNDA PIANO Orr DAM or /Or M e TE REVISION y pR DWG. NAME: F010 SP PAGE: FO10 2" CLAS *2•• TO 6" C OR C MIN MIN MIN MINI MIN 2" CLASS 6.5• MIN. -I 2" DEPTH OF GRIND OR SAWCUT AND REMOVE 6.5' MIN. 1' 1' 2.5' 1' 1' MIN MIN MIN I MINIM11N CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER * FOR MINIMUM STANDARDS. SEE DWG# HR -05, SP PAGE H032 OF CURB OR OF PAVEMENT ENTER LINE OR ANE LINE S. D SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT ADOPTED * ®♦ CITY OF 1•IILTN STANDARD PI = an: a2 /05 /os DWG. NAME: H032 -1 SP PAGE: H032.1 5 2-1/2" �I L=J STD 90" BRACKET OR 360 ADJUSTABLE BRACKET IF REQUIRED. C ✓I PIPE CAP 2" GALVANIZED STEEL PIPE - CEMENT 1 -1/2' CONCRETE 3' 5 /BM 1_1/2• MINUS CRUSHED ROCK 42" MAX 24" MIN 6%WE 8 I 8• -6• 2' WIN CLEARANCE FROM FACE OF CURB. 10' ANN CLEARANCE T NO CURB. GROUND MOUNTED STREET NAME SIGNS ADOPTED CRY OF R N ND PIANN Lilly M Lilly DATN: w /Or DWG. NAME: G013 SP PAGE:GO13 PUBLIC WORKS EIHOLE FAMILY ROOF DOVIMISSPOVT DEPARTMENT INFILTRATSON TRENCH BSD. PLAN - 2252D MARCH 2008 - 366313 RECOMMENDED FOR APPROVAL BY DATE BY DATE BY DATE BY DATE BY DATE H w3' r2. 3Gr.313 g 3 N Q O �'K vv m Sy q■ � 3 ~ 2 O cl cI i IN O I y A G E7 zit re Z0_ D w O key Z 11 cy W -33 W f� W _J Z 0 oQ V) vl Z IN O I y A G E7 zit re Z0_ D w O key Z 11 cy W -33 W