COATING AND STRUCTURAL CONCRETE COATING (ANTI-GRAFFITI) 1'-3" FINISHED GRADE 1'-3" 3" VENEER ALLOWANCE LEDGER W/ MECHANICAL ANCHOR BOLT
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1 R "W" PAY LIMITS OF ITEM 601 PAY LIMITS OF ITEM 601 STRUCTURAL CONCRETE STRUCTURAL CONCRETE 1'3" PCBC END SEGMENT B C 1'3" COATING AND STRUCTURAL CONCRETE COATING (ANTIGRAFFITI) 1'3" CURB FINISHED GRADE COATING AND STRUCTURAL CONCRETE COATING (ANTIGRAFFITI) 1'3" CURB FINISHED GRADE edgar.robles 6:00:17 PM 8/30/2016 pw:\\dcpw APP1.bkr.m bakercorp.com:pwprod\docum ents\projects\lakewood_office\boulder_county_em ergency_transportation\to3\08_sheet_files\02_hydraulics\dgn\drainage_detail02.dgn RIPRAP THICKNESS VARIES, SEE PLANS A SEE NOTE 9 FINSHED GRADE 3'0" MIN. KEYNOTES: 1 PLAN SCALE: " = 1'0" SECTION F.F. VENEER "m " 1'3" HEADW ALL HEADWALL SKEW ANGLE F.F. WINGWALL/ TOP OF HEADWALL A SCALE: " = 1'0" BOTTOM OF F.F. HEADWALL IS VERTICAL. ELEV. "mt" ELEV. "mb" FOOTING 1'0" TOP OF FOOTING TOE W ALL C 60% SET D TOE WALL FINISHED GRADE (B.F. WALL) SEE NOTE 9 SECTION PCBC HEADWALL/ TOE WALL ANGLE LOWER PORTION OF WINGWALL SCALE: " = 1'0" ELEV. "mt" ELEV. "mb" FINISHED GRADE (F.F. WALL) "L" B.F. WINGWALL "a" "b+2" VENEER LIMITS (1'0" MIN. BELOW FINISHED GRADE) CALL UTILITY NOTIFICATION CENTER OF COLORADO E ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING UTILITIES D CALL 2BUSINESS DAYS IN OF UNDERGROUND MEMBER B A TOP OF FOOTING (TYP.) TOP OF WALL BOTTOM OF FOOTING ELEV. LEDGER ELEV. "kb" MECHANICAL ANCHOR VIEW REVISIONS: NO. DATE B E SCALE: " = 1'0" 3" VENEER ALLOWANCE LEDGER W/ MECHANICAL ANCHOR BOLT FINISHED GRADE 3'0" MIN. TOE W ALL "k" 3'0" BOTTOM OF REVISION DESCRIPTION: 1 TOE WALL ELEV. "kt" 1'0" SECTION C SCALE: " = 1'0" INVERT ELEV. NOTES: PCBC END SEGMENT FLOW LINE SLOPE SEE NOTE 9 FOR REINFORCING AND ADDITIONAL INFORMATION, REFER TO CDOT STANDARD PLAN NO. M2061, M6011, M60120, AND M6033. FOR ARCHITECTURAL DETAILS, SEE STRUCTURES PLANS. SEE HEADWALL AND WINGWALL DATA TABLE FOR PARAMETER VALUES. TOE WALL MAY BE OMITTED WHEN FOOTINGS ARE ON BEDROCK AS PERMITTED BY THE ENGINEER. ALL CONCRETE SHALL BE CONCRETE CLASS D. FOR LEDGER AND MECHANICAL ANCHORS, SEE STRUCTURES PLANS. STRUCTURAL CONCRETE COATING SHALL BE DARK BROWN, FEDERAL STANDARD 595C COLOR NO OR APPROVED EQUAL. STRUCTURAL CONCRETE COATING LIMITS ALSO APPLY AT END OF HEADWALL/WINGWALL. NATIVE SOIL (IF PRESENT). "h" #4 TOP 3" VENEER ALLOWANCE "a" FINISHED GRADE ELEV. "k BOT" FINSHED GRADE BOULDER COUNTY TRANSPORTATION DEPARTMENT DESIGNED: DLT CAD: ENGINEERING DIVISION BMT CHECKED: DATE: SLS 8/30/ /15/16 SECTION 1'0" #4 "b+2" D TOE WALL NOT SHOWN SCALE: " = 1'0" VIEW B.F. 1'0" LEDGER (GALV.) W/ MECHANICAL ANCHOR BOLT (EMBED 4") E SCALE: " = 1'0" PROJECT NO: 4043.SEPT12C38 1'0" ELEV. "kt" FINISHED GRADE ELEV. "k TOP" ELEV. "kb" FOURMILE CANYON DRIVE TYPICAL PRECAST BOX CULVERT END DETAILS SHEET NO: 138
2 R PAY LIMITS OF ITEM 601 PIPE C "W" 152 B STRUCTURAL CONCRETE COATING AND STRUCTURAL CONCRETE COATING (ANTIGRAFFITI) 1'3" CURB FINISHED GRADE NOTES: 1. NOT ALL REINFORCING AND DETAILS SHOWN. FOR ADDITIONAL INFORMATION, SEE CDOT STANDARD PLAN NO. M2061, M60110, AND M FOR ARCHITECTURAL DETAILS, SEE STRUCTURES PLANS. D 3. SEE HEADWALL AND WINGWALL DATA TABLE FOR 3" VENEER PARAMETER VALUES. ALLOWANCE 1 2 2" 4. TOE WALL MAY BE OMITTED WHEN FOOTINGS ARE ON BEDROCK AS PERMITTED BY THE ENGINEER. edgar.robles 6:00:38 PM 8/30/2016 pw:\\dcpw APP1.bkr.m bakercorp.com:pwprod\docum ents\projects\lakewood_office\boulder_county_em ergency_transportation\to3\08_sheet_files\02_hydraulics\dgn\drainage_detail03.dgn A PLAN SCALE: " = 1'0" F.F. WINGWALL/ F.F. VENEER 1'3" HEADW ALL HEADWALL SKEW ANGLE C 60% SET Ò PIPE 152 D SECTION LOWER PORTION OF WINGWALL SCALE: " = 1'0" RIPRAP THICKNESS VARIES, SEE PLANS (SEE NOTE 11) BOTTOM OF TOE WALL x2 ANGLE "a""b+2" 152 CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2BUSINESS DAYS IN A ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES "L" B.F. WINGWALL B PIPE FINSHED GRADE "W" 3'0" 152 LEDGER W/ MECHANICAL ANCHOR (TYP.) SECTION TOP OF HEADWALL 2 2 REVISIONS: A SCALE: " = 1'0" NO. DATE x2 FINISHED GRADE ELEV. "m " 3'0" REVISION DESCRIPTION: INVERT ELEV. TOE W ALL 1 ELEV. "mt" ELEV. "mb" BOTTOM OF FOOTING TOP OF FOOTING 1'0" FLOW LINE SLOPE SECTION C PIPE SCALE: " = 1'0" (SEE NOTE 11) STRUCTURAL CONCRETE COATING LIMITS ALSO APPLY 11. NATIVE SOIL (IF PRESENT). NOT ALL CULVERTS HAVE KEYNOTES: 1 2 ALL CONCRETE SHALL BE CONCRETE CLASS D. x2 DIMENSION AS SHOWN ON CDOT STANDARD PLAN NO. M60110 SHALL BE FOR THE WIDTH OF THE PIPE. FOR LEDGER DETAILS, SEE TYPICAL PRECAST BOX CULVERT END DETAILS SHEET. FOR LEDGER AND MECHANICAL ANCHORS, SEE STRUCTURAL PLANS. STRUCTURAL CONCRETE COATING SHALL BE DARK BROWN, FEDERAL STANDARD 595C COLOR NO OR APPROVED EQUAL. AT END OF HEADWALL/WINGWALL AND EXPOSED END OF PIPE. OF NATIVE SOIL FILL. SEE HEADWALL AND WINGWALL DATA TABLE FOR INVERT AND FINISHED GRADE ELEVATIONS. F.F. HEADWALL IS VERTICAL. PROVIDE x2 DIMENSION FOR BOTH FRONT AND BACK FACE OF HEADWALL AT LIMITS OF PIPE. BOULDER COUNTY TRANSPORTATION DEPARTMENT DESIGNED: CAD: ENGINEERING DIVISION CHECKED: DATE: DLT BMT 8/30/ /15/16 FOURMILE CANYON DRIVE TYPICAL ELLIPTICAL CULVERT END DETAILS PROJECT NO: 4043.SEPT12C38 SHEET NO: 139
3 R HEADWALLANDWINGWALLDATA TABLE HEADWALL CL NORTHING CL EASTING INVERT ELEV FILLDEPTH (INCULVERT) FINISHEDGRADE ELEV. SKEW ANGLE(DM S) W (FEET) WINGWALL ANGLE (DM S) L (FEET) ELEV. mt ELEV. mb m (FEET) FINISHEDGRADE ELEV. m TOP FINISHEDGRADE ELEV. m BOT ELEV. kt ELEV. kb k(feet) FINISHEDGRADE ELEV.kTOP FINISHEDGRADE ELEV.kBOT edgar.robles 6:01:01PM 8/30/2016 pw:\\dcpwapp1.bkr.mbakercorp.com:pwprod\documents\projects\lakewood_office\boulder_county_emergency_transportation\to3\08_sheet_files\02_hydraulics\dgn\drainage_detail04.dgn TO BE POPULATED 60% SET CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES REVISIONS: NO. DATE REVISION DESCRIPTION: BOULDER COUNTY TRANSPORTATION DEPARTMENT ENGINEERING DIVISION DESIGNED: CAD: CHECKED: DATE: JAM EMR JPZ FOURMILE CANYON DRIVE HEADWALL DESIGN CONTROL SHEET SHEET NO: 140 PROJECT NO: 4041.SEPT12C37
4 R H PIPECULVERTHEADWALLDATA TABLE HEADWALL CULVERTCL NORTHING CULVERTCL EASTING SKEW ANGLE(DM S) H (FEET) T (FEET) W1 (FEET) W2 (FEET) L1 (FEET) L2 (FEET) ELEV. mt INVERT ELEV ELEV A ELEV B ELEV C ELEV D edgar.robles 6:01:21PM 8/30/2016 pw:\\dcpwapp1.bkr.mbakercorp.com:pwprod\documents\projects\lakewood_office\boulder_county_emergency_transportation\to3\08_sheet_files\02_hydraulics\dgn\drainage_detail05.dgn NOTES: TO BE POPULATED 1. FOR ADDITIONAL INFORMATION, MATERIAL AND DIMENSIONS, REFER TO CDOT STANDARD PLAN NO. M SEE PIPE CULVERT HEADWALL DATA TABLE FOR PARAMETER VALUES. 3. ELEV. mt IS TAKEN AT THE TOP OF HEADWALL ON THE CENTERLINE OF THE PIPE CULVERT. THE TOP OF HEADWALL SHALL BE CONSTRUCTED +/ ABOVE EDGE OF PAVEMENT IN ALL OTHER AREAS NOT NOTED. SHOWN. FOR ADDITIONAL AESTHETIC DETAILS INCLUDING STRUCTURAL CONCRETE COATINGS, SEE TYPICAL ELLIPTICAL CULVERT END DETAILS SHEET. CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2BUSINESS DAYS IN ELEV. mt D FINISHED GRADE C 4. ALL CONCRETE SHALL BE CLASS B. INVERT ELEV 5. GENERIC DETAILS FOR PIPE CULVERT HEADWALL WITH CUT STONE VENEER 60% SET T A ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES REVISIONS: L1 L2 18" D 3" DEPRESSION FOR CUT STONE VENEER ALLOWANCE PIPE CULVERT HEADWALL WITH CUT STONE VENEER SAME AS TYPICAL TYPICAL PIPE CULVERT HEADWALL EXCEPT AS SHOWN CUT STONE VENEER NOT SHOWN B C B PERSPECTIVE TYPICAL PIPE CULVERT HEADWALL NO. DATE REVISION DESCRIPTION: W2 W1 12" BOULDER COUNTY TRANSPORTATION DEPARTMENT FOURMILE CANYON DRIVE ENGINEERING DIVISION CULVERT HEADWALL DETAILS DESIGNED: CAD: CHECKED: DATE: JAM BMM JPZ PERSPECTIVE 15" (TYP.) PROJECT NO: 4041.SEPT12C37 SHEET NO: 141
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