Section 7 Notes and Annotations
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1 Section 7 Notes and Annotations Drive Structure Fence Begin/End Project, Crossing Utilities, Eisting Ground, Finished Grade, Flow Lines Guardrail, Mailbo, Present/Proposed/Temporary Right of Way Special Ditches, Special/Typical Paved Ditches, Superelevation, Top of Cut/Toe of Slope Numbering Format and Rounding Chart
2 Drive Notes Permanent Drives: OF DRIVEWAYS STATION LT. RT. TYPE LENGTH WIDTH LT. RADII RT. PLAN VIEW PROFILE VIEW CROSS SECTION SHEET +. ASPH. TYPE ' 12' 10' 10' +. CONC. TYPE ' 12' 10' 10' TYPE 1 DR. TYPE 1 DR. TYPE 1 DR. TYPE 1 DR. +. ASPH. TYPE ' 17' 15' 15' TYPE 2 DR. TYPE 2 DR. +. CONC. TYPE ' 18' 15' 15' TYPE 2 DR. TYPE 2 DR. +. ASPH. TYPE 2A 00.00' 17' 15' 5' TYPE 2A DR. TYPE 2A DR. +. CONC. TYPE 2A 00.00' 18' 5' 15' +. ASPH. STREET 00.00' 26' 25' 25' +. CONC.STREET 00.00' 26' 25' 25' +. ASPH. SL 00.00' 26' 25' 25' +. CONC.SL 00.00' 26' 25' 25' +. TBSC SL 00.00' 28' 25' 25' TYPE 2A DR. STREET STREET AS DIKE SL SL AS DIKE CONST. TBSC SL W/ " CGSPA SD TYPE 2A DR. SL STREET AS DIKE STREET SL AS DIKE CONST. TBSC SL W/ " CGSPA SD +. ASPH. DR ' 12' 15' 15' DR. W/ CGSPA SD DR. W/ CGSPA SD +. CONC. DR ' 12' 15' 15' DR. W/ CGSP SD DR. W/ CGSP SD +. TBSC DR ' 15' 15' 15' CONST. TBSC DR. AS DIKE CONST. TBSC DR. AS DIKE 7.1.1
3 Drive Notes Temporary Drives: OF DRIVEWAYS STATION LT. RT. TYPE LENGTH WIDTH LT. RT. RADII PLAN VIEW PROFILE VIEW CROSS SECTION SHEET +. TEMP TBSC DR. 0.00' 12' 15' 15' +. TEMP TBSC DR. 0.00' 12' 15' 15' TEMP TBSC SL TEMP TBSC SL TETURN 0.00' 27' 25' 25' 0.00' 26' 25' 25' CONST. TEMP. TBSC DR. TBSC DR. TBSC SL TBSC SL TBSC DR. TBSC DR. TBSC SL TBSC SL Permanent and temporary drive notes are usually combined into one summary. All stations and measurements will use a 2 decimal numeral rounding. Event points should be added to the design surface and CrossSections at all Permanent and Temporary drive locations. Plan View CrossSection View 7.1.2
4 Structure Notes Permanent Structures: OF DRAINAGE STRUCTURES STR. NO. P&P SHT. NO. STATION DESCRIPTION PLAN VIEW PROFILE VIEW CROSS SECTION SHEET 1 +. CONST. _' _' _._' LG. RCB _._ LG. LT. & _._' LG. RT 1 STR. 1 CONST. _' _' _._' LG. RCB _._ LG. LT. & _._' LG. RT. STR. 1 CONST. _' _' _._' LG. RCB _._ LG. LT. & _._' LG. RT CONST. _' _' _._' LG. RCB SKEW _ RT. FWD. _._' LG. LT. & _._' LG. RT. 2 STR. 2 CONST. _' _' _._' LG. RCB SKEW _ RT. FWD. _._' LG. LT. & _._' LG. RT. STR. 2 CONST. _' _' _._' LG. RCB SKEW _ RT. FWD. _._' LG. LT. & _._' LG. RT ET. EIST. _' _' _._' RDY. RCB _._ LG. LT. & _._' LG. RT 3 STR. 3 ET. EIST. _'_' _._' RDY. RCB _._ LG. LT. & _._' LG. RT. STR. 3 ET. EIST. _' _' _._' RDY. RCB _._ LG. LT. & _._' LG. RT ET. EIST. _' _' _._' RDY. RCB SKEW _ LT. FWD. _._' LG. LT. & _._' LG. RT. 4 STR. 4 ET. EIST. _' _' _._' RDY. RCB SKEW _ LT. FWD. _._' LG. LT. & _._' LG. RT. STR. 4 ET. EIST. _' _' _._' RDY. RCB SKEW _ LT. FWD. _._' LG. LT. & _._' LG. RT CONST. _" _' LG. RCP 5 STR. 5 CONST. _" _' LG. RCP STR. 5 CONST. _" _' LG. RCP 6 +. CONST. _" _' LG. RCP SKEW _ LT. FWD. 6 STR. 6 CONST. _" _' LG. RCP SKEW _ LT. FWD. STR. 6 CONST. _" _' LG. RCP SKEW _ LT. FWD ET. EIST. _" _._' RDY. RCP 7 STR. 7 ET. EIST. _" _._' RDY. RCP STR. 7 ET. EIST. _" _._' RDY. RCP 8 +. ET. EIST. _" _._' RDY. RCP SKEW _ LT. FWD. 8 STR. 8 ET. EIST. _" _._' RDY. RCP SKEW _ LT. FWD. STR. 8 ET. EIST. _" _._' RDY. RCP SKEW _ LT. FWD CONST. " ' CGSP SD W/ CET. ' LT. CONST. " " ' CGSPA SD W/ PCES. ' RT. CONST. " " ' CGSP SD W/ SCES. ' RT. 9 (See Drive Note) (See Drive Note) 10 (See Drive Note) (See Drive Note) 11 (See Drive Note) (See Drive Note) Denotes the length of the eisting structure
5 Structure Notes Temporary Structures: OF DRAINAGE STRUCTURES ST R. NO. P&P SHT. NO. STATION DESCRIPTION PLAN VIEW PROFILE VIEW CROSS SECTION SHEET T1 +. CONST. TEMP. _' _' _._' LG. RCB _._ LG. LT. & _._' LG. RT T1 STR. 1 CONST. TEMP. _' _' _._' LG. RCB _._ LG. LT. & _._' LG. RT. STR. 1 CONST. TEMP. _' _' _._' LG. RCB _._ LG. LT. & _._' LG. RT. T2 +. CONST. TEMP. " ' CGSP SD W/ CET. ' LT. T2 (See Drive Note) (See Drive Note) Permanent and temporary structures are usually combined into one summary. All stations and measurements will use a 2 decimal numeral rounding. Event points should be added to the design surface and CrossSections at: o crossing perpendicular structures locations o wingwall endpoints o Inlet, outlet and center line crossing locations on all skewed structures o storm sewer inlet/manhole locations Plan View 7.2.2
6 Profile View CrossSection View 7.2.3
7 Fence Notes OF FENCE STATION TO STATION LT. RT. PLAN VIEW PROFILE VIEW CROSS SECTION SHEET +. to +.. TO. CONST. FENCE STYLE SWF (5BW) +. to +.. TO. CONST. FENCE STYLE CLF ( HIGH) W/ GATES +. to +.. TO. CONST. FENCE STYLE WWF W/ GATES Stations limits are not confined to the P&P sheet. Summary should include note: ALL CLF & WWF ECLUDE GATE WIDTH. All stations and measurements will use a 2 decimal numeral rounding. Plan View 7.3.1
8 Summary, Plan, Profile & Cross Section Notes BEGIN AND END PROJECT BEGIN INCIDENTAL CONSTRUCTION BEGIN INCIDENTAL CONSTRUCTION STA BEGIN PROJECT BEGIN PROJECT END PROJECT END INCIDENTAL CONSTRUCTION AND BEGIN PROJECT END PROJECT AND BEGIN INCIDENTAL CONSTRUCTION END INCIDENTAL CONSTRUCTION BEGIN PROJECT END PROJECT END INCIDENTAL CONSTRUCTION AND BEGIN PROJECT END PROJECT AND BEGIN INCIDENTAL CONSTRUCTION END INCIDENTAL CONSTRUCTION CROSSING UTILITIES PLAN VIEW PROFILE VIEW CROSS SECTION SHEET STA WIRE POWER O.H. ""ING! LOW WIRE ELEV.= ' WATER LINE CROSSING ELEVATION UNKNOWN EISTING NOTE SHOULD BE PROVIDED BY SURVEY EISTING GROUND PLAN VIEW PROFILE VIEW CROSS SECTION SHEET EISTING * *! SURVEY, CRL, DETOUR FINISHED GRADE PLAN VIEW PROFILE VIEW CROSS SECTION SHEET FINISH GRADE * *! SURVEY, CRL, DETOUR FG= FG= FLOW LINES PLAN VIEW PROFILE VIEW CROSS SECTION SHEET STA ! 24"81.4' RDY. RCP ""ING! 26.9' RT. & 30.7' LT. \ ELEV. = RT. & LT. EISTING FLOW LINES SHOULD BE PROVIDED BY SURVEY RT. \= LT. \= EIST. RT. \= EIST. LT. \= RT. \= LT. \= EIST. RT. \= EIST. LT. \=
9 Summary, Plan, Profile & Cross Section Notes GUARDRAIL STATION TO STATION LT. RT. CONST. GUARDRAIL _+_._ to _+_. +_._ to _+_._ MAILBO PLAN VIEW PROFILE VIEW CROSS SECTION SHEET STATION TO STATION LT. RT STA ' LT. MAILBO INSTALLATION SINGLE, TYPE 1 PRESENT RIGHT OF WAY PRES. R/W PROPOSED RIGHT OF WAY R/W R/W PRES R/W TEMPORARY RIGHT OF WAY TEMP. R/W TEMP RW TO CONSTRUCT_ TEMP R/W 7.4.2
10 Summary, Plan, Profile & Cross Section Notes SPECIAL DITCHES SP. DITCH RT. SP. DITCH LT SPECIAL PAVED DITCHES STATION TO STATION _+_._ to _+_._ LT. RT. SP. DITCH RT. _+_._ to _+_._ SP. DITCH LT TYPICAL PAVED DITCHES STATION TO STATION LT. RT. _+_._ to _+_. +_._ to _+_._ SUPERELEVATION CURVE #1 PI STA= = Y= = 40^08'03.63" LT D= 1^46'01.96" T= ' L= ' R= ' E= ' EMA=.08 S=.076 V= 70 mph -2.00% 3.20% -3.20% -2.00% FULL SUPER DISPLAY SLOPE VALUES AND KEY POINTS! SURVEY TOP OF CUT/TOE OF SLOPE TOC/TOS 7.4.3
11 Cross Section Labels The following Labels should be placed on the Cross Section Sheets above the Station. LABEL ALL CROSS SECTION PROJECT LIMIT LOCATIONS (*Only if included in limits of Cross Section set.) *BEGIN INCIDENTAL *END INCIDENTAL *END INCIDENTAL & BEGIN PROJECT *END PROJECT AND BEGIN INCIDENTAL BEGIN DETOUR END DETOUR BEGIN PROJECT END PROJECT PROJECTS WITH A BRIDGE OR EARTHWORK ECEPTION BEGIN EARTHWORK ECEPTION END EARTHWORK ECEPTION PROJECTS WITH SUPERELEVATION BEGIN SUPERELEVEATION RUNOFF BEGINS STATION REVERSE CROSS SLOPE STATION BEGIN OUTSIDE SHOULDER ROTATION BEGIN FULL SUPERELEVATION BEGIN FULL SHOULDER ROTATION STATION END FULL SHOULDER ROTATION STATION END FULL SUPERELEVATION END OUTSIDE SHOULDER ROTATION REVERSE CROSS SLOPE STATION RUNOFF ENDS STATION 7.5.1
12 Number Formatting/Rounding Chart Formatting Rounding Guideline Description Eample Feet & Inches Zero Decimal Places 2 Decimal Places 3 Decimal Places 5 Decimal Places Decimal Places Not Limited Normal Rounding Practices Not Rounded Do Not Round, Store in Calculator Rounded up to the net whole value Rounded to the closest half inch Rounded to the closest inch Round up the closest half foot Round up to the net value divisible by 2 Project Length Feet 6,515.52' (Br. & Roadway) Project Length Miles mi (Br. & Roadway) Stations DHV 123 Fle ESALs (Final Answer in Millions) 1.23M Control Sub-Section Number Depth Below Finish Grade 0.83' Back Fill Width 12'-3" Ditch Depth 1'-2" Asphalt Thinning 12" (i.e. pinch down) Quantity Calculations Final Quantities "K" Rate Superelevation Load Sheet Superelevation Rate Calculations on Super Load Sheet Pipe and Bo Load Sheets 1, Final Pipe Length 1,234' Final Bo Length 123' Summary Sheets Pay Quantity Sheet 123 Mass Diagram Sheets
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