Sample Plan Sample Plan CONSTRUCTION PLAN DETAILS CHECKLIST CONSTRUCTION PLAN DETAILS NARRATIVE. References: General Information:
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1 Sample Plan Sample Plan CONSTRUCTION PLN DETILS NRRTIVE CONSTRUCTION PLN DETILS CHECKLIST References:. Detail applicable to work scope Design Scene: Chapter 3 - Details REVISION DTE 08//5 Chapter 9 - Plan and Profiles Standard Plans: Bridge pproach Panel Layout - (Concrete Barrier on Wingwall) Bridge pproach Panel Reinforcement Details - (Concrete Barrier on Wingwall) Bridge pproach Panel Layout - (Concrete Barrier on pproach Panel) Bridge pproach Panel Reinforcement Details - (Concrete Barrier on pproach Panel) Bridge pproach Panel Miscellaneous Details Bridge pproach Panel Joint Layout Bridge pproach Panel Joint Details Bridge pproach Panel Drainage Details Bridge pproach Treatment for butment on Footing Bridge pproach Treatment for Integral butment Pedestrian Curb Ramp Details (5 Sheets). Bar Scale 3. pplicable Notes. Legend 5. Dimensions and Incidental Work, if applicable 6. Cross references to other sheets (as applicable) 7. Drawn by: and Checked by: Initials and Engineer's signature Miscellaneous: pw: \DM_ROS\Non_Project\Design\DetailDrawings\ \ pw: \OTS\DesignStandards\DesignDetails\\ General Information: ny modifications to a Standard Plate should be shown as a detailed item. 6-JN-07 08:3 Examples of Construction Plan Details include but are not limited to the following: - Large scale intersections - Bridge pproach Treatments - Sheet Piling - Reinforced Curb & Gutter at Drainage Structures - In-Lane Rumble Strips and/or Stripes - Tying New Curb & Gutter to Inplace Pavement - Concrete Median Curb Dowels - Bridge pproach Panels - D Pedestrian Ramp Details - Guardrail End Treatments For projects with curb and gutter at large or complex intersections, major entrances, cul-de-sacs, pork chop islands, etc., provide a Geopak alignment and profile (spline grade acceptable) at the gutterline. Include a tabulation of point numbers, and XYZ for all spot elevations along the gutterline. The Designer shall ensure proper drainage. The example shown on sheet 33 of this Sample Plan is a spline grade. Where shoulders are strengthened for anticipated bus use, do not call for rumble strips. ny pay item that is identified as Modified or Special will require a detail. CONSTRUCTION PLN DETILS NRRTIVE ND CHECKLIST
2 PROFILE GRDE G PROFILE GRDE GGRND PROFILE GRDE G BY WBCSH { G LEGEND BY NB3 BY EBCSH { G spconstdetck PTH & FILENME: Projects/DM_ROS/Non_Project/Design/SamplePlan/English/constdet.dgn BY NB3 REVISION DTE 05/3/ PLOTTED/REVISED:6-JN-07 08:3 G00 PT..' RT. NB3 ST = G ST G G G G07 +. G G G0 { WBCSH { SB3 G G G G G PT. ' LT. WBCSH ST = G ST G { NB3 { ROUND SCLE IN FEET { WBCSH { EBCSH G G G RDIUSPOINTS PT. NO. X Y RD. GGRND5, , ST = GGRND ST PT. 3.0' LT. ROUND GGRND7 983 PT. 3.0' LT. ROUND ST = GGRND ST NOTES: GUTTER LINE PROFILE ELEVTIONS DO NOT REFLECT DRINGE STRUCTURE SUMP. LL DIMENSIONS RE IN FEET. GUTTER GRDE LOCTION & ELEVTION G G G G G G G G G G G G G G G G G G G G G G G G G G G G GGRND GGRND GGRND GGRND PT. ' RT. NB3 G ST ST = G ST G G G G G07 PT. ' RT. EBCSH ST = G08 ' OUTPUT GUTTER PROPOSED CTCH BSIN PROPOSED PRON RUMBLE STRIP SEE SPLITTER ISLND DETIL ON SHEET NO ' G G G G G G G G G G G G G G G G G G { SB3 { EBCSH { G3 30 { G { G { G G G0 G300 G30 G30 G30 G305 G306 G307 G308 G309 G30 G3 G3 G33 G3 G00 G0 G G303 G05 G G G06.09 ' 6' 6' B GGRND7 G G0 G G0 G0 G03 G0 G00 G05 G06 G07 G08 G09 G0 G G G G03 DESIGN SPECIL DESIGN SPECIL DESIGN SPECIL CONSTRUCTION PLN DETILS SHEET 3 OF 3 DRWN BY: RP CHECKED BY: CDB STTE PROJ. NO CERTIFIED BY LIC. NO DTE /8/05 SHEET NO. OF 8 SHEETS FOR DETILS, SEE SHEET NO. 3. G G08 G06 G G07 6' '
3 LIST OF ITEMS FOR ECH 3 7 LIST OF ITEMS FOR ECH 5 7 CONCRETE MIX 3F5 REINFORCEMENT NO 5 BRS DIMENSIONS 7" (EPOXY COTED) SWING CONCRETE PVEMENT (FULL DEPTH) REMOVE CONCRETE PVEMENT DRILL & GROUT NO. TIE BRS CONCRETE MIX 3F5 REINFORCEMENT SWING CONCRETE REMOVE NO 5 BRS PVEMENT CONCRETE DIMENSIONS 6 (EPOXY COTED) (FULL DEPTH) PVEMENT REMOVE INTEGRNT CURB CONSTRUCT D OR B INTEGRNT CURB DRILL & GROUT NO. TIE BRS REVISION DTE 0/6/5 PLOTTED/REVISED:6-JN-07 08:35 L X W SQ FT 6.0' x 5.0' 6.0 NO. 5 BRS 3 IN CLERNCE NO. 5 IN SPCING NO. IN SPCING EQUL SPS 5" 5" 6' L X W SQ FT 6.0' x 5.0' 6.0 NO. 5 BRS 3 IN CLERNCE NO. 5 IN SPCING NO. IN SPCING EQUL SPS 5" 5" 6' 5" 3 EQUL SPS. 5" NO. TIE BR 8" LONG (DRILL & GROUT) 5" 3 EQUL SPS. 5" NO. TIE BR 8" LONG 5' (DRILL & GROUT) 5' spconstdet Projects/DM_ROS/Non_Project/Design/SamplePlan/English/constdet.dgn INP. CONCRETE MEDIN BRRIER ' 0.' SUMP SHLD C CSTING & 7 IN HOLE L TOP OF CSTING ELEVTION VR LNE VR 3 IN MIN. COVER TYPE B CONE 7 IN OPENING 7" DEPTH MIN. " 0.8 CONCRETE MEDIN BRRIER ' ' ' 0.' SUMP 7" 5" " 5" SECTION - D OR B INT CURB 7 IN OPENING ' 0.' SUMP C CSTING & 7 IN HOLE L TOP OF CSTING ELEVTION VR 3 IN MIN. COVER MTCH DJCENT PVEMENT DEPTH MIN. " C L STRUCTURE ' ' ' 0.' SUMP 7" 5" " 5" SECTION - TOP OF CURB FILENME: C L STRUCTURE CONCRETE INLET PD DJCENT TO MEDIN BRRIER 0.0' TO.0' DJUSTING RINGS. MORTR BETWEEN CSTING ND RINGS ND STRUCTURE ND RINGS. INPLCE OR NEW DRINGE STRUCTURE. CONCRETE INLET PD DJCENT TO INTEGRNT CURB 3 PPLIES NEXT TO MEDIN BRRIER. SEE MISCELLNEOUS DRINGE STRUCTURE ITEMS TBULTION ON SHT. NO. TO PPLIES NEXT TO INTEGRNT CURB. 6 RMP PVEMENT 9" CONCRETE INP.; MINLINE CONCRETE PVEMENT 0" INP. WEST OF RIVER " INP. EST OF RIVER. SHEET OF 3 7 LL ITEMS RE INCLUDED IN CONCRETE INLET PD PY ITEM. CONCRETE MIX TO BE H.E. CONSTRUCTION PLN DETILS DRWN BY: CT CHECKED BY: HS CERTIFIED BY LIC. NO DTE 0/3/3 STTE PROJ. NO SHEET NO. 39 OF 8 SHEETS
4 HOV V RDIUS POINTS { SWLOOP { SWRMP ' LTL LTL ' LTL ' LNE ' RTL 800 6' "WLK ' 0' POINT X Y 87 97, , ,8.57, ,35.979, ,3.87, ,06.760, ,6.786, ,8.56, ,5.86, ,7.888, ,63.96, ,090.78, DRWN BY: TD CHECKED BY: JS FILENME: spconstdet Projects/DM_ROS/Non_Project/Design/SamplePlan/English/constdet.dgn ' LTL ' LTL ' LNE REVISION DTE 03/3/3 PLOTTED/REVISED:6-JN-07 08:35 { SB69 ' ' BEGIN FLRE ON ISLND :7 PRBOLIC FLRE ' ' ' RTL 00' R END FLRE B (MOD.) (MOD.) BEGIN RDIUS INPUT 65' R ' R ' NOSE ' " WLK 80 GUTTER PROFILE POINTS :7 PRBOLIC FLRE BEGIN FLRE END RDIUS +.53 END FLRE 0' SCLE { SERMP { SEFR Point X Y Elevation 80 97,303.88, ,308.05, ,3.875, ,76.66, ,76.05, ,7.055, ,67.7, ,63.006, ,6.07, ,7., ,5.09, ,70.769, ' STNDRD PLTE NO. 73 SOUTH INTERSECTION { NB69 DETIL CONSTRUCTION PLN DETILS SHEET OF 3 STTE PROJ. NO CERTIFIED BY LIC. NO. DTE /0/99 SHEET NO. 0 OF 8 SHEETS ON ISLND ' 5' R R NOSE WLK ' SHLD. ' ' ' LTL ' LTL 6' SHLD. 805 ' ' 0' SHLD
5 PROFILE GRDE G PROFILE GRDE GGRND PROFILE GRDE G BY WBCSH { G LEGEND BY NB3 BY EBCSH { G spconstdet3 PTH & FILENME: Projects/DM_ROS/Non_Project/Design/SamplePlan/English/constdet.dgn BY NB3 REVISION DTE 05/3/ PLOTTED/REVISED:6-JN-07 08:35 G00 PT..' RT. NB3 ST = G ST G G G G07 +. G G G0 { WBCSH { SB3 G G G G G PT. ' LT. WBCSH ST = G ST G { NB3 { ROUND SCLE IN FEET { WBCSH { EBCSH G G G RDIUSPOINTS PT. NO. X Y RD. GGRND5, , ST = GGRND ST PT. 3.0' LT. ROUND GGRND7 983 PT. 3.0' LT. ROUND ST = GGRND ST NOTES: GUTTER LINE PROFILE ELEVTIONS DO NOT REFLECT DRINGE STRUCTURE SUMP. LL DIMENSIONS RE IN FEET. GUTTER GRDE LOCTION & ELEVTION G G G G G G G G G G G G G G G G G G G G G G G G G G G G GGRND GGRND GGRND GGRND PT. ' RT. NB3 G ST ST = G ST G G G G G07 PT. ' RT. EBCSH ST = G08 ' OUTPUT GUTTER PROPOSED CTCH BSIN PROPOSED PRON RUMBLE STRIP SEE SPLITTER ISLND DETIL ON SHEET NO ' G G G G G G G G G G G G G G G G G G { SB3 { EBCSH { G3 30 { G { G { G G G0 G300 G30 G30 G30 G305 G306 G307 G308 G309 G30 G3 G3 G33 G3 G00 G0 G G303 G05 G G G06.09 ' 6' 6' B GGRND7 G G0 G G0 G0 G03 G0 G00 G05 G06 G07 G08 G09 G0 G G G G03 DESIGN SPECIL DESIGN SPECIL DESIGN SPECIL CONSTRUCTION PLN DETILS SHEET 3 OF 3 DRWN BY: RP CHECKED BY: CDB STTE PROJ. NO CERTIFIED BY LIC. NO DTE /8/05 SHEET NO. OF 8 SHEETS FOR DETILS, SEE SHEET NO. 3. G G08 G06 G G07 6' '
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