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Home My WebLink AboutCDOT PORT OF ENTRY SITE PLAN ADVISORY REVIEW - SPA200003 - - UTILITY PLANS36 1 6 1 36 31 36 31 36 36 31 36 36 31 36 1 6 1 1 6 1 POE BEGIN SEGMENT 5 M.P. 267.04 HCL NB I-25= STA 3966+00.00 PROJECT LIMITS SEGMENT 5 POE POE END SEGMENT 5 M.P. 267.32 HCL NB I-25 STA 3981+00.00 PROJECT LIMITS SEGMENT 5 POE STATE OF COLORADO DEPARTMENT OF TRANSPORTATION R.O.W. Projects: Related Projects: R.O.W. Project Description Project Code: P. E. UNDER PROJECT: Project Number PROJECT LOCATION MAP INDEX OF SHEETS LARIMER COUNTY CONSTRUCTION PROJECT CODE NO. 21506 ACCEPTED: Project Engineer: Comments: PROJECT STARTED: Contract Information Resident Engineer: IM 0253-255 21506 SCALE IN FEET 20,000010,000 40,000CHEYENNETODENVERTOT6N T5N T6N T7N T8N T7N R69WR68WR68WR67WCOLLINS FORT CITY OF LOVELAND CITY OF TIMNATH TOWN OF WINDSOR OF TOWN FEDERAL AID PROJECT NO. IM 0253-255 INTERSTATE HIGHWAY NO. 25 Contractor: KRAEMER NORTH AMERICA NATIONAL HIGHWAY SYSTEM?NO YES NO YES PoDI / NHS DIVISION INTEREST (PoDI)? FHWA PROJECT OF HIGHWAY CONSTRUCTION PLANS OF PROPOSED SEGMENT 5 POE NOT FOR CONSTRUCTION PRE-RFC SUBMITTAL CIVIL/SITE PLANS NORTH I-25 PORT-OF-ENTRY JANUARY 11, 2021 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS No Revisions: Revised: Void: 21506 IM 0253-255 Init.CommentsDate: Sheet Revisions As Constructed12/9/2020Print Date: Horiz. Scale:1:20000 Vert. Scale: As Noted Project No./Code File Name:21506DES_000-Title-Sheet-S5M-POE.dgn WhittB12/9/202010:36:48 AMCDOT DefaultDGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\POE\Civil\Drawings\21506DES_000-Title-Sheet-S5M-POE.dgnNumber Sheet 1 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner CONC, CAP WIN 0.188" WALL THK COATS OF YELLOW PAINT) CONC. (APPLY TWO STEEL PIPE FILLES W/ 6"ß STD. GALV. SLOPE CONC. BASE PER PAVING PLAN HMA OR CONC. PVMT CONC. FOOTING 4" CONC SIDEWALK 4" CONC SIDEWALK 4" CONC SIDEWALK 4" CONC SIDEWALK CONC PVMT 2" HMA OR OR TOPSOIL/SEEDING SLOPED PAVEMENT 6" ABC (CL 6) 6" PCCP 6" ABC (CL 6) 11.5" PCCP GEOGRID 6" ABC (CL 6) GEOGRID 2" HMA (GR S)(100)(PG 64-22) 2" HMA (GR SX)(100)(PG 76-28) 1'-6" N.T.S. N.T.S. N.T.S. N.T.S. FLOW FROM BUILDING DOWNSPOUTS END PLATE 1' FROM BUILDING FACE TO ACCOMMODATE SEE LCUASS DRAWING 709 FOR ADDITIONAL DETAILS POE PARKING AREAS 1 TREATMENT OF EXPANSIVE SUBGRADE: 4. 3. 2. 1. ME DESIGN INPUTS: NOTES: GENERAL NOTE: THICKNESS. DEPTH OF TREATMENT INCLUDES SUBBASE (A-2-6) PAVEMENT DESIGN MANUAL. TREATMENT OF EXPANSIVE SOILS OF THE 2017 SUBGRADE TREATMENT WILL BE BASED ON TABLE 4.8 ATC 001. PI WILL BE ASSESSED EVERY 1,000 LF PER FMM AND IN-PLACE WATER CONTENT, % SWELL, AND PL. SUBGRADE RE-CONDITIONING (0.5' TO 3') VARIES BY PI, A-6 OR A-7-6 SUBGRADE, Mr=5,355 PSI. WITH ABC, Mr=9,500 PSI (NON-EIS). A-6 OR A-7-6 SUBGRADE WITH GEOGRID AT INTERFACE Mr=9,500 PSI (A-2-6 ONLY REQUIRED FOR EIS). A-2-6 SUBBASE WITH GEOGRID AT INTERFACE WITH ABC, CLASS 6 ABC NO GEOGRID, Mr=23,535 PSI. CLASS 6 ABC WITH GEOGRID , Mr=25,000 PSI. 5. 4. 3. 2. 1. OF THE CONSTRUCTION QUALITY MANAGMENT PLAN. IN CQP 525 SETTLEMENT MONITORING, LATEST REVISION MONITORED ACCORDING TO THE PROCEDURES OUTLINED EMBANKMENT SETTLEMENT SHALL BE EVALUATED AND 1. INSPECTION AND STORAGE AREAS POE THROUGH LANES, SCALE LANE, PAVEMENT DETAIL AC 12" A-2-6 SUBGRADE DESIGN ASSUMPTIONS: SIDEWALK AND TRENCH DRAINS POE PAVEMENT BETWEEN BUILDING/2'-0"1'-0"2"3'-0"3'-0"PIPE BOLLARD DETAIL VARIES 1'4" TO 10"VARIES4"10:1 MAX CONCRETE CHANNEL (SPECIAL)(TYPE 2) CONCRETE CHANNEL (SPECIAL)(TYPE 1) CURB 6" 2.0% 2.0% CURB 6" CURB 6"4'4"6"SIDEWALK DRAINS AT BUILDING DOWNSPOUTS 6"6"9" 1 1/4"6"4"MAX 2.0% PAVEMENT DETAIL D 12" A-2-6 SUBGRADE DESIGN ASSUMPTIONS: 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS No Revisions: Revised: Void: 21506 IM 0253-255 Init.CommentsDate: Sheet Revisions As Constructed12/9/2020Print Date: Horiz. Scale:1:20 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506DES_002-TypSection-Sheets-S5M-POE.dgn WhittB12/9/202010:36:55 AM01 - PAVEMENTDGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\POE\Civil\Drawings\21506DES_002-TypSection-Sheets-S5M-POE.dgnNumber Sheet Numbers Structure Sheet Subset: Detailer: Designer: Subset Sheets:of TYP M. Talvitie K. Tanwani 3 TYPICAL SECTIONS PORT OF ENTRY PAVEMENT SECTIONS PAVEMENT DETAIL AB 2 VARIES TRENCH DRAIN TRENCH DRAIN TRENCH DRAIN TRENCH DRAIN STATIC SCALE PGL PGL GUTTER TYPE 2 COVER MATERIAL SIDE) WITH 4" CONC MEDIAN C&G TYPE 2 SEC IB (EACH (SEE SEG 5 PLANS) GUARDRAIL TYPE 3 EXISTING GROUND APPROX. EXISTING GROUND APPROX. 4" CONCRETE SIDEWALK PGL (SEE SEG 5 PLANS) GUARDRAIL TYPE 9 EXISTING GROUND APPROX. (SEE SEG 5 PLANS) GUARDRAIL TYPE 9 (CE) EXTEND SCALE LANE SECTION DRAIN PRESENT, OTHERWISE PVMT SECTION AC WHEN TRENCH PVMT SECTION AB (SEE SEG 5 PLANS) GUARDRAIL TYPE 9 (CE) (SPECIAL)(TYPE 2) CONCRETE CHANNEL (10:1 MAX) 2" HMAC PVMT SECTION D PVMT SECTION AC PVMT SECTION D PVMT SECTION D BUFFERSHLDR4'6'FACE OF BLDGFACE OF BLDGSHLDR4'BUFFER6' HCL NB POE HCL NB POE TYPICAL SECTION NB POE AT SCALE AND BUILDING 6.0' TYPICAL SECTION NB POE AT EMPLOYEE PARKING VARIES VARIES MEDIAN EAST FRONTAGE ROADNB I-25BYPASSNB POEBYPASSNB POENB I-25VARIES TYPICAL SECTION NB POE AT APPROACH LANE EAST FRONTAGE ROADSHLDR4'BUFFER6'BYPASSNB POESHLDR4'BUFFER6'BYPASSNB POESHLDR4' HCL NB POE NB I-25ROADEAST FRONTAGEBUILDING LANE 12' LANE 12' LANE 12' LANE 12'EMPLOYEE PARKING 2%0% 2% 0%ELEV=4897.20' VAR VAR 2 LANE SCALE 12' LANE SCALE 12' PLANS SEE SEG 5 PLANS SEE SEG 5 PLANS SEE SEG 5 PLANS SEE SEG 5 (THIS PACKAGE) APPROXIMATE LIMITS OF NB POE CIVIL WORK (THIS PACKAGE) APPROXIMATE LIMITS OF NB POE CIVIL WORK LANE 12' LANE 12' LANE SCALE 12' LANE 12' LANE 12' LANE SCALE 12' PLANS SEE SEG 5 PLANS SEE SEG 5 PLANS SEE SEG 5 PLANS SEE SEG 5 (THIS PACKAGE) NB POE CIVIL WORK APPROXIMATE LIMITS OF 2%2%2% MAX STA 913+70 TO STA 914+59 LANE 0'-12' STA 912+53 TO STA 913+70 STA 914+59 TO STA 915+44 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS No Revisions: Revised: Void: 21506 IM 0253-255 Init.CommentsDate: Sheet Revisions As Constructed12/9/2020Print Date: Horiz. Scale:1:20 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506DES_002-TypSection-Sheets-S5M-POE.dgn WhittB12/9/202010:36:57 AMTyp Sections NB POE 01DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\POE\Civil\Drawings\21506DES_002-TypSection-Sheets-S5M-POE.dgnNumber Sheet Numbers Structure Sheet Subset: Detailer: Designer: Subset Sheets:of TYP M. Talvitie K. Tanwani 5 PORT OF ENTRY TYPICAL SECTIONS 3 VARIES PGL TYPE 9 GUARDRAIL (SEE SEG 5 PLANS) GUARDRAIL TYPE 9 (CE) (SEE SEG 5 PLANS) GUARDRAIL TYPE 3 EXISTING GROUND APPROX. (SEE LIGHTING PLANS) INSPECTION AREA LIGHTS TRENCH DRAIN (SEE SEG 5 PLANS) GUARDRAIL TYPE 3(SEE SEG 5 PLANS) GUARDRAIL TYPE 9 (CE) PGL EXISTING GROUND APPROX. AND DITCH PAVING CONCRETE SLOPE PVMT SECTION D PVMT SECTION D (10:1 MAX) 2" HMAC (SPECIAL)(TYPE 2) CONCRETE CHANNELBUFFERSHLDR4'6' 2'2'BUFFERHCL NB POE TYPICAL SECTION NB POE AT INSPECTION AREA VARVAR EAST FRONTAGE ROADBYPASSNB POENB I-25TYPICAL SECTION NB POE AT STORAGE AREA 4'6'BUFFERBYPASSNB POESHLDRNB I-25STORAGE AREA ROADEAST FRONTAGE3 LANE 12' LANE 12' 2% 2% LANE 12' LANE 12' LANE SCALE 12' (THIS PACKAGE) APPROXIMATE LIMITS OF NB POE CIVIL WORK PLANS SEE SEG 5 PLANS SEE SEG 5 LANE 12' LANE 12' LANE SCALE 12' (THIS PACKAGE) APPROXIMATE LIMITS OF NB POE CIVIL WORK PLANS SEE SEG 5 PLANS SEE SEG 5 STA 916+51 TO STA 917+75 STA 915+44 TO STA 916+51 VARIES 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS No Revisions: Revised: Void: 21506 IM 0253-255 Init.CommentsDate: Sheet Revisions As Constructed12/9/2020Print Date: Horiz. Scale:1:20 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506DES_002-TypSection-Sheets-S5M-POE.dgn WhittB12/9/202010:36:59 AMTyp Sections NB POE 02DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\POE\Civil\Drawings\21506DES_002-TypSection-Sheets-S5M-POE.dgnNumber Sheet Numbers Structure Sheet Subset: Detailer: Designer: Subset Sheets:of TYP M. Talvitie K. Tanwani 5 PORT OF ENTRY TYPICAL SECTIONS 4 PGL WITH 4" CONC MEDIAN COVER MATERIAL CURB & GUTTER TYPE 2 SEC IB (SEE SEG 5 PLANS) GUARDRAIL TYPE 9 (CE) EXISTING GROUND APPROX. (SEE BUILDING PLANS) INSPECTION CANOPY (SEE BUILDING PLANS) INSPECTION CANOPY TRENCH DRAINTRENCH DRAIN PGL EXISTING GROUND APPROX. (SEE SEG 5 PLANS) TYPE 9 (CE) GUARDRAIL PVMT SECTION D (SPECIAL)(TYPE 2) CONCRETE CHANNEL PVMT SECTION D TRENCH DRAIN TRENCH DRAIN STATIC SCALE PGL EXISTING GROUND APPROX. 4" CONCRETE SIDEWALK PVMT SECTION AC PVMT SECTION D (SPECIAL)(TYPE 2) CONCRETE CHANNEL PVMT SECTION D TYPICAL SECTION SB POE AT INSPECTION AREA 4'6'VAR HCL SB POE SHLDRBUFFERBUFFER2'4'BYPASSSB POESB I-25TYPICAL SECTION SB POE AT STORAGE AREA 4'6'4'6'SHLDRSHLDRBYPASSSB POEBUFFERHCL SB POE STORAGE AREA SB I-25VARIES BUFFERSHLDR4'6'7.5'VARIES FACE OF BLDGFACE OF BLDGHCL SB POE TYPICAL SECTION SB POE AT SCALE AND BUILDINGWEST FRONTAGE ROADBYPASSSB POESB I-25 4' LANE 12' LANE 12' 2% 2% LANE 12' LANE 12' 4WEST FRONTAGE ROADLANE SCALE 12' PLANS SEE SEG 5 PLANS SEE SEG 5WEST FRONTAGE ROADLANE 12' LANE 12' LANE SCALE 12' LANE 12' LANE 12' LANE SCALE 12' 2% PLANS SEE SEG 5 PLANS SEE SEG 5 PLANS SEE SEG 5 PLANS SEE SEG 5 (THIS PACKAGE) APPROXIMATE LIMITS OF SB POE CIVIL WORK (THIS PACKAGE) APPROXIMATE LIMITS OF SB POE CIVIL WORK VARIES VARIES STA 946+92 TO STA 948+52 STA 948+52 TO STA 949+56 LANE 12' LANE 12'BUILDING 2%0%ELEV=4896.40'2% LANE SCALE 12' (THIS PACKAGE) APPROXIMATE LIMITS OF SB POE CIVIL WORK PLANS SEE SEG 5 PLANS SEE SEG 5 STA 949+56 TO STA 950+41 (SEE SEG 5 PLANS) GUARDRAIL TYPE 9 (CE) 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS No Revisions: Revised: Void: 21506 IM 0253-255 Init.CommentsDate: Sheet Revisions As Constructed12/9/2020Print Date: Horiz. Scale:1:20 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506DES_002-TypSection-Sheets-S5M-POE.dgn WhittB12/9/202010:37:00 AMTyp Sections SB POE 01DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\POE\Civil\Drawings\21506DES_002-TypSection-Sheets-S5M-POE.dgnNumber Sheet Numbers Structure Sheet Subset: Detailer: Designer: Subset Sheets:of TYP M. Talvitie K. Tanwani 5 PORT OF ENTRY TYPICAL SECTIONS 5 TRENCH DRAIN TRENCH DRAIN PGLGUTTER TYPE 2 COVER MATERIAL SIDE) WITH 4" CONC MEDIAN C&G TYPE 2 SEC IB (EACH (SEE SEG 5 PLANS) GUARDRAIL TYPE 9 (CE) EXISTING GROUND APPROX. EXTEND SCALE LANE SECTION DRAIN PRESENT, OTHERWISE PVMT SECTION AC WHEN TRENCH PVMT SECTION D PVMT SECTION D PVMT SECTION AB PGL EXISTING GROUND APPROX. PVMT SECTION D (SEE SEG 5 PLANS) GUARDRAIL TYPE 9(CE)SHLDRBUFFER6.0'6'4' HCL SB POE TYPICAL SECTION SB POE AT EMPLOYEE PARKING VARIES MEDIAN WEST FRONTAGE ROADSB I-25TYPICAL SECTION SB POE AT APPROACH 4'6'4'6'SHLDRSHLDRBUFFER4'4'SHLDRHCL SB POE BYPASSSB POESB I-25LANE 12' LANE 12'EMPLOYEE PARKING 2% 0%VAR VAR 5 LANE SCALE 12' (THIS PACKAGE) APPROXIMATE LIMITS OF SB POE CIVIL WORK PLANS SEE SEG 5 PLANS SEE SEG 5 STA 950+41 TO STA 951+30WEST FRONTAGE ROADLANE 12' LANE 12' LANE 12' LANE 12' PLANS SEE SEG 5 PLANS SEE SEG 5 (THIS PACKAGE) SB POE CIVIL WORK APPROXIMATE LIMITS OF 2% LANE SCALE 12' LANE 0'-12' STA 951+30 TO STA 952+49 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS No Revisions: Revised: Void: 21506 IM 0253-255 Init.CommentsDate: Sheet Revisions As Constructed12/9/2020Print Date: Horiz. Scale:1:20 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506DES_002-TypSection-Sheets-S5M-POE.dgn WhittB12/9/202010:37:02 AMTyp Sections SB POE 02DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\POE\Civil\Drawings\21506DES_002-TypSection-Sheets-S5M-POE.dgnNumber Sheet Numbers Structure Sheet Subset: Detailer: Designer: Subset Sheets:of TYP M. Talvitie K. Tanwani 5 PORT OF ENTRY TYPICAL SECTIONS 6 7000+004000+00EE TT ETT EEE TT ESASASASA 4900490049004900 49004900 49004900 4900HCL NB I-25 REMOVAL OF BUILDING ASSOCIATED FEATURES REMOVE PARKING AREA AND NEW NB POE FACILITY REMOVE AND RESET SHED TO TO NEW NB POE FACILITY REMOVE AND RESET SCALE HCL SB I-25 REMOVAL OF BUILDING ASSOCIATED FEATURES REMOVE PARKING AREA AND TO NEW SB POE FACILITY REMOVE AND RESET SCALE TO NEW SB POE FACILITY REMOVE AND RESET SHED OTHER FEATURES RAMPS, BOLLARDS AND REMOVE ALL PAVEMENT, REMOVE PROPANE TANK REMOVE PROPANE TANK OTHER FEATURES RAMPS, BOLLARDS AND REMOVE ALL PAVEMENT, TO NEW SB POE FACILITY REMOVE AND RESET SHED AMENITIES AND ALL ASSOCIATED REMOVE CANOPY STRUCTURE TO NEW NB POE FACILITY REMOVE AND RESET FLAGPOLES TO NEW SB POE FACILITY REMOVE AND RESET FLAGPOLES 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS No Revisions: Revised: Void: 21506 IM 0253-255 Init.CommentsDate: Sheet Revisions As Constructed12/9/2020Print Date: Horiz. Scale:1:50 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506DES_004-Removal-Sheets-S5M-POE.dgn WhittB12/9/202010:37:21 AMRemoval ViewsDGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\POE\Civil\Drawings\21506DES_004-Removal-Sheets-S5M-POE.dgnNumber Sheet Numbers Structure Sheet Subset: Detailer: Designer: Subset Sheets:of REM M. Talvitie K. Tanwani PORT OF ENTRY 1 EXISTING POE REMOVAL PLAN 50'0'25' NOTES: LEGEND: REMOVAL OF PAVEMENT NOTES: REMOVAL OF SLOPE AND DITCH PAVEMENT 1.UNLESS NOTED OTHERWISE, REMOVAL EXTENTS SHALL NOT EXTEND BEYOND THE RIGHT-OF-WAY LINE. 2.SEE SEGMENT 5 UTILITY, STRUCTURE, DRAINAGE, ITS, LIGHTING, AND SIGNING & STRIPING PLANS FOR ADDITIONAL REMOVAL/RESET INFORMATION. 3. REMOVALS ARE SHOWN GRAPHICALLY. CONFIRM ACTUAL LIMITS IN FIELD 4. SUBSTRUCTURES OF EXISTING STRUCTURES TO BE REMOVED, REGARDLESS OF LOCATION, SHALL BE REMOVED A MINIMUM OF 2 FEET BELOW THE EXISTING NATURAL GROUND SURFACE OR THE PROPOSED GROUND SURFACE, WHICHEVER IS AT A LOWER ELEVATION, AND A MINIMUM OF 5 FEET HORIZONTALLY FROM PROPOSED UNDERGROUND STRUCTURES IF A CONFLICT EXISTS.4000+007000+00 1 EXISTING NB PORT OF ENTRY EXISTING SB PORT OF ENTRY 7 T W T HCL NB POE SB POE SHEET 3 NB POE SHEET 3 NB POE SHEET 1 SB POE SHEET 1 CIVIL WORK (THIS PACKAGE) APPROX LIMITS OF NB POE CIVIL WORK (THIS PACKAGE) APPROX LIMITS OF SB POE SB POE SHEET 2 NB POE SHEET 2 HCL SB I-25 HCL NB I-25 ROW ROW ROW 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS No Revisions: Revised: Void: 21506 IM 0253-255 Init.CommentsDate: Sheet Revisions As Constructed12/9/2020Print Date: Horiz. Scale:1:100 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506DES_005-Site-Plan-Sheet-S5M-POE.dgn WhittB12/9/202010:37:28 AMSite LayoutDGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\POE\Civil\Drawings\21506DES_005-Site-Plan-Sheet-S5M-POE.dgnNumber Sheet Numbers Structure Sheet Subset: Detailer: Designer: Subset Sheets:of SITE M. Talvitie K. Tanwani 1 PORT OF ENTRY OVERALL SITE PLAN 945+00 910+00 950+00 915+00 920+00 955+00 T M VMSVMSNB I-25 SB I-25 BUILDING NB POE 100'0'50' BUILDING SB POE EAST FRONTAGE ROAD WEST FRONTAGE ROAD HCL SB POE 6965+00 3965+00 1 COVERED INSPECTION STRUCTURE 3975+00 6975+00 PORT OF ENTRY SB ON-RAMP PORT OF ENTRY SB OFF -RAMP PORT OF ENTRY NB OFF-RAMP PORT OF ENTRY NB ON-RAMP 8 1 SEE ITS PLANS HCL NB POE XX XX XX LIMITS OF CIVIL CONSTUCTION LIMITS OF CIVIL CONSTUCTION SEE LIGHTING PLANS (SEE SEG 5 PLANS) GUARDRAIL TYPE 9 CE 4897 4898 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed12/9/2020Print Date: Horiz. Scale:1:20.0001 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506DES_009-Civil-Plan-Sheets-S5M-POE.dgn WhittB12/9/202010:37:46 AMNB POE Sheet 1DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\POE\Civil\Drawings\21506DES_009-Civil-Plan-Sheets-S5M-POE.dgnNumber Sheet PLAN M. Talvitie K. Tanwani PORT OF ENTRY NB DETAIL SITE PLAN 4 NOTES: LEGEND: SLOPE AND DITCH PAVING 20'0'10' KEY NOTES: 2 3 4 5 7 PLANS FOR ADDITIONAL INFORMATION. INFORMATION ONLY. SEE DRAINAGE 3. DRAINAGE IS SHOWN FOR PAVEMENT. SEE PAVING PLANS FOR LIMITS OF2. WORK LIMITS FOR THIS PACKAGE. AND UTILITY INFORMATION OUTSIDE PAVING, GUARDRAIL, DRAINAGE, ITS, SEE SEGMENT 5 PLANS FOR GRADING, 1. 8 6 9 10 11 (SEE DRAINAGE PLANS) TRENCH DRAIN SHEET) SIDEWALK DRAIN (SEE DETAIL PLANS) TRASH ENCLOSURE (SEE BUILDING ORIENTATION WITH POE SITE-CONFIRM LOCATION & SHED-RELOCATED FROM EXISTING BOLLARD (TYP) (2% MAX SLOPE) 4" CONCRETE SIDEWALK MATERIAL 4" CONCRETE MEDIAN COVER GUTTER TYPE 2 (3') GUTTER TYPE 2 (2') (TYPE X) CONCRETE CHANNEL-(SPECIAL) C&G TYPE 2 (SECTION IB)-SPILL C&G TYPE 2 (SECTION IB)-CATCH 12 911+00 912+00 913+00 MATCHLINE NB POE STA 913+401 EAST FRONTAGE RD 2.00%2.00%NB POE BYPASS LANES NB POE SCALE LANE 9 4895 1 SEE ITS PLANS HCL NB POE SEE LIGHTING PLANS 4 33 XX XX XX XX XX XXXX XX XX XX FLAG POLES - RELOCATE FROM EXISTING SITE 22 7 8 6 XX XX LIMITS OF CIVIL CONSTUCTION LIMITS OF CIVIL CONSTUCTION RELOCATE INTERNAL COMPONENTS FROM EXISTING SITE STATIC SCALE (SEE SCALE PIT DETAILS) SEE LIGHTING PLANS (SEE SEG 5 PLANS) GUARDRAIL TYPE 9 CE 4" WHITE STRIPE(TYP) XX XX 11 11 9 POE PACKAGE CONSTRUCT HMA AND CHANNEL IN GUARDRAIL CONSTRUCTED IN SEG 5 10 12 12 SANITARY OUTFALL SEPTIC SYSTEM (SEE WATERLINE PLANS) BUILDING WATER SUPPLY LINE 4897 4897 4898 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed12/9/2020Print Date: Horiz. Scale:1:20.0001 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506DES_009-Civil-Plan-Sheets-S5M-POE.dgn WhittB12/9/202010:37:57 AMNB POE Sheet 2DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\POE\Civil\Drawings\21506DES_009-Civil-Plan-Sheets-S5M-POE.dgnNumber Sheet PLAN M. Talvitie K. Tanwani PORT OF ENTRY NB DETAIL SITE PLAN 4 NOTES: LEGEND: SLOPE AND DITCH PAVING 20'0'10' KEY NOTES: 2 3 4 5 7 PLANS FOR ADDITIONAL INFORMATION. INFORMATION ONLY. SEE DRAINAGE 3. DRAINAGE IS SHOWN FOR PAVEMENT. SEE PAVING PLANS FOR LIMITS OF2. WORK LIMITS FOR THIS PACKAGE. AND UTILITY INFORMATION OUTSIDE PAVING, GUARDRAIL, DRAINAGE, ITS, SEE SEGMENT 5 PLANS FOR GRADING, 1. 8 6 9 10 11 (SEE DRAINAGE PLANS) TRENCH DRAIN SHEET) SIDEWALK DRAIN (SEE DETAIL PLANS) TRASH ENCLOSURE (SEE BUILDING ORIENTATION WITH POE SITE-CONFIRM LOCATION & SHED-RELOCATED FROM EXISTING BOLLARD (TYP) (2% MAX SLOPE) 4" CONCRETE SIDEWALK MATERIAL 4" CONCRETE MEDIAN COVER GUTTER TYPE 2 (3') GUTTER TYPE 2 (2') (TYPE X) CONCRETE CHANNEL-(SPECIAL) C&G TYPE 2 (SECTION IB)-SPILL C&G TYPE 2 (SECTION IB)-CATCH 12 914+00 915+00 MATCHLINE NB POE STA 915+80MATCHLINE NB POE STA 913+402 EAST FRONTAGE RD NB POE BUILDING VARIES2.00%0.00%2.00%2.00%~(TYP)~NB POE BYPASS LANES NB POE SCALE LANE 9'18.2'R7-8 TYPE 2TYPE 2 10 4890 48951 EOP HCL NB POE SEE LIGHTING PLANS 2-PRECAST TYPE 7 CONCRETE BARRIER XX XX XX XX XX XX XX LIMITS OF CIVIL CONSTUCTION LIMITS OF CIVIL CONSTRUCTION SEE LIGHTING PLANS 10 3 12 EDGE OF TRAVEL GUARDRAIL TYPE 9 (SEE ITS PLANS) VMS SIGN 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed12/9/2020Print Date: Horiz. Scale:1:20.0001 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506DES_009-Civil-Plan-Sheets-S5M-POE.dgn WhittB12/9/202010:38:07 AMNB POE Sheet 3DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\POE\Civil\Drawings\21506DES_009-Civil-Plan-Sheets-S5M-POE.dgnNumber Sheet PLAN M. Talvitie K. Tanwani PORT OF ENTRY NB DETAIL SITE PLAN 4 NOTES: LEGEND: SLOPE AND DITCH PAVING 20'0'10' KEY NOTES: 2 3 4 5 7 PLANS FOR ADDITIONAL INFORMATION. INFORMATION ONLY. SEE DRAINAGE 3. DRAINAGE IS SHOWN FOR PAVEMENT. SEE PAVING PLANS FOR LIMITS OF2. WORK LIMITS FOR THIS PACKAGE. AND UTILITY INFORMATION OUTSIDE PAVING, GUARDRAIL, DRAINAGE, ITS, SEE SEGMENT 5 PLANS FOR GRADING, 1. 8 6 9 10 11 (SEE DRAINAGE PLANS) TRENCH DRAIN SHEET) SIDEWALK DRAIN (SEE DETAIL PLANS) TRASH ENCLOSURE (SEE BUILDING ORIENTATION WITH POE SITE-CONFIRM LOCATION & SHED-RELOCATED FROM EXISTING BOLLARD (TYP) (2% MAX SLOPE) 4" CONCRETE SIDEWALK MATERIAL 4" CONCRETE MEDIAN COVER GUTTER TYPE 2 (3') GUTTER TYPE 2 (2') (TYPE X) CONCRETE CHANNEL-(SPECIAL) C&G TYPE 2 (SECTION IB)-SPILL C&G TYPE 2 (SECTION IB)-CATCH 12 916+00 917+00 918+00 PRC 917+90.99VMS4895 4896 4896 MATCHLINE NB POE STA 915+803 EAST FRONTAGE RD NB POE BYPASS LANES NB POE SCALE LANE2.00%2.00%TYPE 2 11 4900 1 HCL SB POE SEE ITS PLANS SEE ITS PLANS SEE LIGHTING PLANS 2 - PRECAST TYPE 7 CONCRETE BARRIER XX XX XX XX 8 XX XX XX XX XX XX XX 1 2 6 FROM EXISTING SITE SHED - RELOCATE LIMITS OF CIVIL CONSTRUCTION LIMITS OF CIVIL CONSTRUCTION (SEE ITS PLANS) VMS SIGN (SEE BUILDING PLANS) INSPECTION STRUCTURE (SEE SEG 5 PLANS) GUARDRAIL TYPE 9 CE 9 10 12 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS No Revisions: Revised: Void: 21506 IM 0253-255 Init.CommentsDate: Sheet Revisions As Constructed 12/9/2020Print Date: Horiz. Scale:1:20.0874 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506DES_009-Civil-Plan-Sheets-S5M-POE.dgn WhittB12/9/202010:38:19 AMSB POE Sheet 1DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\POE\Civil\Drawings\21506DES_009-Civil-Plan-Sheets-S5M-POE.dgnNumber Sheet PORT OF ENTRY SB DETAIL SITE PLAN Numbers Structure Sheet Subset: Detailer: Designer: Subset Sheets:of PLAN M. Talvitie K. Tanwani 4 NOTES: LEGEND: SLOPE AND DITCH PAVING 20'0'10' KEY NOTES: 2 3 4 5 7 PLANS FOR ADDITIONAL INFORMATION. INFORMATION ONLY. SEE DRAINAGE 3. DRAINAGE IS SHOWN FOR PAVEMENT. SEE PAVING PLANS FOR LIMITS OF2. WORK LIMITS FOR THIS PACKAGE. AND UTILITY INFORMATION OUTSIDE PAVING, GUARDRAIL, DRAINAGE, ITS, SEE SEGMENT 5 PLANS FOR GRADING, 1. 8 6 9 10 11 (SEE DRAINAGE PLANS) TRENCH DRAIN SHEET) SIDEWALK DRAIN (SEE DETAIL PLANS) TRASH ENCLOSURE (SEE BUILDING ORIENTATION WITH POE SITE-CONFIRM LOCATION & SHED-RELOCATED FROM EXISTING BOLLARD (TYP) (2% MAX SLOPE) 4" CONCRETE SIDEWALK MATERIAL 4" CONCRETE MEDIAN COVER GUTTER TYPE 2 (3') GUTTER TYPE 2 (2') (TYPE X) CONCRETE CHANNEL-(SPECIAL) C&G TYPE 2 (SECTION IB)-SPILL C&G TYPE 2 (SECTION IB)-CATCH 12 947+00 948+00 949+00 PCC 947+32.06VMS489748984898MATCHLINE SB POE STA 949+401 WEST FRONTAGE RD VARIES2.00%2.00%~2.00%SB POE BYPASS LANES SB POE SCALE LANE 12 48951 HCL SB POE SEE ITS PLANS SEE LIGHTING PLANS XX XX XX XXXX XX XX XX XX XX FLAG POLES - RELOCATE FROM EXISTING SITE 3 4 2 2 XX XX XX XX XX XX 6 7 7 8 7 LIMITS OF CIVIL CONSTRUCTION LIMITS OF CIVIL CONSTRUCTION 4" WHITE STRIPE(TYP) FROM EXISTING SITE RELOCATE INTERNAL COMPONENTS (SEE SCALE PIT DETAILS) STATIC SCALE (SEE SEG 5 PLANS) GUARDRAIL TYPE 9 CE 9 (SEE WATER PLANS) BUILDING WATER SUPPLY LINE 11 11 SEPTIC SYSTEM SANITARY OUTFALL 12 12 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS No Revisions: Revised: Void: 21506 IM 0253-255 Init.CommentsDate: Sheet Revisions As Constructed12/9/2020Print Date: Horiz. Scale:1:20.0002 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506DES_009-Civil-Plan-Sheets-S5M-POE.dgn WhittB12/9/202010:38:30 AMSB POE Sheet 2DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\POE\Civil\Drawings\21506DES_009-Civil-Plan-Sheets-S5M-POE.dgnNumber Sheet PORT OF ENTRY SB DETAIL SITE PLAN Numbers Structure Sheet Subset: Detailer: Designer: Subset Sheets:of PLAN M. Talvitie K. Tanwani 4 NOTES: LEGEND: SLOPE AND DITCH PAVING 20'0'10' KEY NOTES: 2 3 4 5 7 PLANS FOR ADDITIONAL INFORMATION. INFORMATION ONLY. SEE DRAINAGE 3. DRAINAGE IS SHOWN FOR PAVEMENT. SEE PAVING PLANS FOR LIMITS OF2. WORK LIMITS FOR THIS PACKAGE. AND UTILITY INFORMATION OUTSIDE PAVING, GUARDRAIL, DRAINAGE, ITS, SEE SEGMENT 5 PLANS FOR GRADING, 1. 8 6 9 10 11 (SEE DRAINAGE PLANS) TRENCH DRAIN SHEET) SIDEWALK DRAIN (SEE DETAIL PLANS) TRASH ENCLOSURE (SEE BUILDING ORIENTATION WITH POE SITE-CONFIRM LOCATION & SHED-RELOCATED FROM EXISTING BOLLARD (TYP) (2% MAX SLOPE) 4" CONCRETE SIDEWALK MATERIAL 4" CONCRETE MEDIAN COVER GUTTER TYPE 2 (3') GUTTER TYPE 2 (2') (TYPE X) CONCRETE CHANNEL-(SPECIAL) C&G TYPE 2 (SECTION IB)-SPILL C&G TYPE 2 (SECTION IB)-CATCH 12 950+00 951+00 48964896MATCHLINE SB POE STA 949+40MATCHLINE SB POE STA 951+60WEST FRONTAGE RD 2VARIES0.00%2.00%SB POE BUILDING 2.00%~~~(TYP)~2.00%SB POE BYPASS LANES SB POE SCALE LANE 9'18.2'R7-8 TYPE 1 13 1 SEE ITS PLANS HCL SB POE SEE LIGHTING PLANS XX XX XX LIMITS OF CIVIL CONSTRUCTION LIMITS OF CIVIL CONSTRUCTION (SEE SEG 5 PLANS) GUARDRAIL TYPE 9 CE 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS No Revisions: Revised: Void: 21506 IM 0253-255 Init.CommentsDate: Sheet Revisions As Constructed12/9/2020Print Date: Horiz. Scale:1:20.0002 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506DES_009-Civil-Plan-Sheets-S5M-POE.dgn WhittB12/9/202010:38:41 AMSB POE Sheet 3DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\POE\Civil\Drawings\21506DES_009-Civil-Plan-Sheets-S5M-POE.dgnNumber Sheet PORT OF ENTRY SB DETAIL SITE PLAN Numbers Structure Sheet Subset: Detailer: Designer: Subset Sheets:of PLAN M. Talvitie K. Tanwani 4 NOTES: LEGEND: SLOPE AND DITCH PAVING 20'0'10' KEY NOTES: 2 3 4 5 7 PLANS FOR ADDITIONAL INFORMATION. INFORMATION ONLY. SEE DRAINAGE 3. DRAINAGE IS SHOWN FOR PAVEMENT. SEE PAVING PLANS FOR LIMITS OF2. WORK LIMITS FOR THIS PACKAGE. AND UTILITY INFORMATION OUTSIDE PAVING, GUARDRAIL, DRAINAGE, ITS, SEE SEGMENT 5 PLANS FOR GRADING, 1. 8 6 9 10 11 (SEE DRAINAGE PLANS) TRENCH DRAIN SHEET) SIDEWALK DRAIN (SEE DETAIL PLANS) TRASH ENCLOSURE (SEE BUILDING ORIENTATION WITH POE SITE-CONFIRM LOCATION & SHED-RELOCATED FROM EXISTING BOLLARD (TYP) (2% MAX SLOPE) 4" CONCRETE SIDEWALK MATERIAL 4" CONCRETE MEDIAN COVER GUTTER TYPE 2 (3') GUTTER TYPE 2 (2') (TYPE X) CONCRETE CHANNEL-(SPECIAL) C&G TYPE 2 (SECTION IB)-SPILL C&G TYPE 2 (SECTION IB)-CATCH 12 6975+00952+00 953+00 954+00 PCC 954+12.59MATCHLINE SB POE STA 951+60PORT OF ENTRY NB WEST FRONTAGE RD 32.00%2.00%SB POE BYPASS LANES 14 3970+004900 4895 (SEE DETAIL SHEET) STATIC SCALE HCL NB POE HCL NB I-25 TD-FF-914-1 TD-FF-914-2 MH-FF-916-1 IN-FF-916-3 P-FF-914 P-FF-916-1 P-FF-915-1 P-FF-915-2 IN-FF-915-1 P-FF-914-2 IN-FF-916-2 CH-FF-915-4B CH-FF-915-4A CH-FF-915-3 CH-FF-915-2 CH-FF-916-2 4897 4897 4897 4898 4898 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed12/9/2020Print Date: Horiz. Scale:1:30 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506HYD_016-Drainage-Plan-Sheets-S5M-POE.dgn FelinsE12/9/202012:16:25 PMNB POE Sheet 1 (30 Scale)DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\POE\Civil\Drawings\21506HYD_016-Drainage-Plan-Sheets-S5M-POE.dgnNumber Sheet DR-PLAN J. Shintaku K. Brewer 4 DRAINAGE PLAN NB PORT OF ENTRY NOTES: LEGEND: 30'0'15' ROADSIDE DITCH RIPRAP DITCH PAVING TRENCH DRAIN OTHERWISE NOTED. BE PROTECTED IN PLACE UNLESS 2. ALL EXISTING DRAINAGE SYSTEMS TO WORK LIMITS FOR THIS PACKAGE. AND UTILITY INFORMATION OUTSIDE PAVING, GUARDRAIL, DRAINAGE, ITS, SEE SEGMENT 5 PLANS FOR GRADING, 1. 912+00 913+00 914+00 915+00 MATCHLINE NB POE SHEET 2NB POE BUILDING NB I-25 EAST FRONTAGE RD 1 15 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed12/9/2020Print Date: Horiz. Scale:1:30 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506HYD_016-Drainage-Plan-Sheets-S5M-POE.dgn FelinsE12/9/202012:16:26 PMNB POE Sheet 1t TableDGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\POE\Civil\Drawings\21506HYD_016-Drainage-Plan-Sheets-S5M-POE.dgnNumber Sheet DR-PLAN J. Shintaku K. Brewer 4 DRAINAGE PLAN NB PORT OF ENTRY SHEET PROFILE LINE ID STATION/OFFSET HCL ITEM LENGTH DEPTH PAY MISC NOTES NB POE 1 POE FF-1 TD-FF-914-1 POE NB I-25 TRENCH DRAIN 161 IN-FF-916-3 915+62.36, 14.71 LT POE NB I-25 TRENCH DRAIN CATCH BASIN P-FF-914 8" PVC 15 MH-FF-916-1 915+62.28, 3.51' RT POE NB I-25 MH SLAB BASE P-FF-916-1 18" RCP 45 IN-FF-916-2 915+62.86, 51.64' RT POE NB I-25 INLET TYPE C POE FF-2 P-FF-915-1 4" PVC 53 P-FF-915-2 4" PVC 12 POE FF-3 TD-FF-914-2 POE NB I-25 TRENCH DRAIN 143 IN-FF-915-1 915+49.85, 12.59' RT POE NB I-26 TRENCH DRAIN CATCH BASIN P-FF-914-2 8" PVC 15 1t 16 3975+004890 4890 48904890 48904895CH-FF-918-2 CH-FF-918-2 CH-FF-918-2NA CH-FF-918-2NB HCL NB I-25 HEADWALL HCL NB POE ROW TD-FF-914-3 P-FF-916-2 IN-FF-917 P-FF-918-2 IN-FF-918-2 P-FF-918-3 IN-FF-918-1 P-FF-918-1 MATCHLINE NB POE SHEET 1NB I-25 EAST FRONTAGE RD 2 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed12/9/2020Print Date: Horiz. Scale:1:30 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506HYD_016-Drainage-Plan-Sheets-S5M-POE.dgn FelinsE12/9/202012:16:27 PMNB POE Sheet 2 (30 Scale)DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\POE\Civil\Drawings\21506HYD_016-Drainage-Plan-Sheets-S5M-POE.dgnNumber Sheet DR-PLAN J. Shintaku K. Brewer 4 DRAINAGE PLAN NB PORT OF ENTRY NOTES: LEGEND: 30'0'15' ROADSIDE DITCH RIPRAP DITCH PAVING TRENCH DRAIN OTHERWISE NOTED. BE PROTECTED IN PLACE UNLESS 2. ALL EXISTING DRAINAGE SYSTEMS TO WORK LIMITS FOR THIS PACKAGE. AND UTILITY INFORMATION OUTSIDE PAVING, GUARDRAIL, DRAINAGE, ITS, SEE SEGMENT 5 PLANS FOR GRADING, 1. 4895 4896 4896 916+00 917+00 918+00 919+00 VMS17 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed12/9/2020Print Date: Horiz. Scale:1:30 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506HYD_016-Drainage-Plan-Sheets-S5M-POE.dgn FelinsE12/9/202012:16:28 PMNB POE Sheet 2t TableDGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\POE\Civil\Drawings\21506HYD_016-Drainage-Plan-Sheets-S5M-POE.dgnNumber Sheet DR-PLAN J. Shintaku K. Brewer 4 DRAINAGE PLAN NB PORT OF ENTRY SHEET PROFILE LINE ID STATION/OFFSET HCL ITEM LENGTH DEPTH PAY MISC NOTES NB POE 2 POE FF-4 TD-FF-914-3 POE NB I-25 TRENCH DRAIN 62 POE FF-5 P-FF-916-2 POE NB I-25 18" RCP 98 IN-FF-917 139+78.15, 27.90' LT.EAST FRONTAGE RD INLET TYPE D P-FF-918-2 24" RCP 95 IN-FF-918-2 917+63.88, 39.19' RT POE NB I-25 INLET TYPE C P-FF-918-3 24" RCP 10 POE FF-6 IN-FF-918-1 917+64.46, 1.18' RT POE NB I-25 INLET TYPE 13 P-FF-918-1 POE NB I-25 23"x14" HERCP 36 2t 18 6970+0048954900 4900CH-FF-949-5 CH-FF-948-2 CH-FF-948-1 CH-FF-947-1A CH-FF-947-2A CH-FF-947-2B CH-FF-946-A CH-FF-947-1B ROW HCL SB POE HCL SB I-25 FES-FF-948-1U P-FF-949-2 IN-FF-949-1 TD-FF-949-3 IN-FF-949-4 P-FF-948-1 P-FF-949-1 P-FF-949-4 IN-FF-949-2 MATCHLINE SB POE SHEET 2WEST FRONTAGE RD SB I-25 348974898489810601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed12/9/2020Print Date: Horiz. Scale:1:30 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506HYD_016-Drainage-Plan-Sheets-S5M-POE.dgn FelinsE12/9/202012:16:29 PMSB POE Sheet 1 (30 Scale)DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\POE\Civil\Drawings\21506HYD_016-Drainage-Plan-Sheets-S5M-POE.dgnNumber Sheet DR-PLAN J. Shintaku K. Brewer 4 SB PORT OF ENTRY DRAINAGE PLAN NOTES: LEGEND: 30'0'15' ROADSIDE DITCH RIPRAP DITCH PAVING TRENCH DRAIN OTHERWISE NOTED. BE PROTECTED IN PLACE UNLESS 2. ALL EXISTING DRAINAGE SYSTEMS TO WORK LIMITS FOR THIS PACKAGE. AND UTILITY INFORMATION OUTSIDE PAVING, GUARDRAIL, DRAINAGE, ITS, SEE SEGMENT 5 PLANS FOR GRADING, 1. 946+00 947+00 948+00 949+00VMS 19 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed12/9/2020Print Date: Horiz. Scale:1:30 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506HYD_016-Drainage-Plan-Sheets-S5M-POE.dgn FelinsE12/9/202012:16:30 PMSB POE Sheet 1t TableDGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\POE\Civil\Drawings\21506HYD_016-Drainage-Plan-Sheets-S5M-POE.dgnNumber Sheet DR-PLAN J. Shintaku K. Brewer 4 SB PORT OF ENTRY DRAINAGE PLAN SHEET PROFILE LINE ID STATION/OFFSET HCL ITEM LENGTH DEPTH PAY MISC NOTES SB POE 1 POE FF-7 FES-FF-948-1U 948+42.37, 48.24' LT POE SB I-25 18" RCES P-FF-948-1 18" RCP 23 IN-FF-949-1 948+72.62, 50.24' LT POE SB I-25 INLET TYPE C P-FF-949-1 24" RCP 56 IN-FF-949-4 949+30.76, 54.33' LT POE SB I-25 INLET TYPE C P-FF-949-4 24" RCP 102 POE FF-8 IN-FF-949-2 3971+92.14, 187.19' LT NB I-25 INLET TYPE R P-FF-949-2 23"x14" HERCP 44 POE FF-9 TD-FF-949-3 POE SB I-25 TRENCH DRAIN 219 3t 20 6975+00(SEE DETAIL SHEET) STATIC SCALE HCL SB I-25 HCL SB POE 6" PVC ROW CH-FF-952CH-FF-949-5 CH-FF-950-1 IN-FF-951-1 FES-FF-951-2D TD-FF-3974-4 IN-FF-950-1 P-FF-950-1 P-FF-951-1 FES-FF-951D P-FF-950-2 P-FF-950-3 MH-FF-951-2 P-FF-951-2 P-FF-949-3 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed12/9/2020Print Date: Horiz. Scale:1:30 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506HYD_016-Drainage-Plan-Sheets-S5M-POE.dgn FelinsE12/9/202012:16:30 PMSB POE Sheet 2 (30 Scale)DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\POE\Civil\Drawings\21506HYD_016-Drainage-Plan-Sheets-S5M-POE.dgnNumber Sheet DR-PLAN J. Shintaku K. Brewer 4 SB PORT OF ENTRY DRAINAGE PLAN 48964896950+00 951+00 952+00 953+00 NOTES: LEGEND: 30'0'15' ROADSIDE DITCH RIPRAP DITCH PAVING TRENCH DRAIN OTHERWISE NOTED. BE PROTECTED IN PLACE UNLESS 2. ALL EXISTING DRAINAGE SYSTEMS TO WORK LIMITS FOR THIS PACKAGE. AND UTILITY INFORMATION OUTSIDE PAVING, GUARDRAIL, DRAINAGE, ITS, SEE SEGMENT 5 PLANS FOR GRADING, 1. MATCHLINE SB POE SHEET 1WEST FRONTAGE RD SB I-25 SB POE BUILDING 4 21 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed12/9/2020Print Date: Horiz. Scale:1:30 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506HYD_016-Drainage-Plan-Sheets-S5M-POE.dgn FelinsE12/9/202012:16:31 PMSB POE Sheet 2t TableDGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\POE\Civil\Drawings\21506HYD_016-Drainage-Plan-Sheets-S5M-POE.dgnNumber Sheet DR-PLAN J. Shintaku K. Brewer 4 SB PORT OF ENTRY DRAINAGE PLAN SHEET PROFILE LINE ID STATION/OFFSET HCL ITEM LENGTH DEPTH PAY MISC NOTES SB POE 2 POE FF-10 IN-FF-950-1 950+35.06, 56.24' LT POE SB I-25 INLET TYPE C P-FF-950-1 24" RCP 97 IN-FF-951-1 951+34.32, 56.58' LT POE SB I-25 INLET TYPE C P-FF-951-1 24" RCP 57 FES-FF-951D 951+96.27, 41.29' LT POE SB I-25 24" RCES POE FF-11 TD-FF-950-2 POE SB I-25 TRENCH DRAIN 140 P-FF-950-2 6" PVC 7 POE FF-12 P-FF-950-3 4" PVC 95 MH-FF-951-2 950+96.95, 5.51' RT POE SB I-25 MH SLAB BASE P-FF-951-2 18" RCP 101 FES-FF-951-2D 951+97.16, 37.98' LT POE SB I-25 18" RCES POE FF-13 P-FF-949-3 8" PVC 7 4t 22 HCL NB POE HCL SB POE 3982+32.46, 21.00' LT NB I-25 925+28.22 HCL NB POE= 6984+01.52, 21.06' LT SB I-25 960+76.02 HCL SB POE= 6962+95.44, 21.00' LT SB I-25 939+54.62 HCL SB POE= 3961+29.88, 21.05' LT NB I-25 904+19.82 HCL NB POE= 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS No Revisions: Revised: Void: 21506 IM 0253-255 Init.CommentsDate: Sheet Revisions As Constructed12/9/2020Print Date: Horiz. Scale:1:600 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506DES_005-GeometricControlSheets-S5M-POE.dgn WhittB12/9/202010:37:08 AMPOE HCLDGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\POE\Civil\Drawings\21506DES_005-GeometricControlSheets-S5M-POE.dgnNumber Sheet Numbers Structure Sheet Subset: Detailer: Designer: Subset Sheets:of TYP M. Talvitie K. Tanwani 1 PORT OF ENTRY GEOMETRIC PLAN940+00945+00950+00955+00960+00PCC 947+32.06PCC 954+12.59PT 959+38.16905+00910+00915+00920+00925+00PT 908+60.52PRC 910+78.09PRC 917+90.99PC 923+98.04PT 940+96.96PC 945+73.63PT 945+25.23PC 955+84.64PT 954+71.64POE 960+76.02POB 904+19.82PC 905+79.16PC 910+20.95PT 918+82.68PC 919+60.57PT 925+28.22PC 943+23.43PCC 920+93.26PT 922+24.47POB 939+54.62600'0'300'1200' 1 ADVERSE CROSS SLOPE NEGATIVE e DENOTES HCL NB POE & SB POE (PORT OF ENTRY) 23 OF BUFFER PAVEMENT RIGHT OF HCL PAVEMENT LEFT OF BUFFER PAVEMENT RIGHT OF HCL PAVEMENT LEFTPGL & PIVOT POINT I-25 SB POE SCALE LANE & BUFFER PGL & PIVOT POINT I-25 NB POE OF BUFFER PAVEMENT LEFT OF HCL PAVEMENT RIGHT OF BUFFER PAVEMENT LEFT OF HCL PAVEMENT RIGHT SCALE LANE & BUFFER 49204920 49204920 DIAGRAM SLOPE949+25.00e=+0.00%e=+0.00%950+75.00e=+2.00%DIAGRAM SLOPE DIAGRAM SLOPEe=-2.00%948+75.002% FROM I-25 GRADES BASED ON MATCH NORMAL POE 2% FROM I-25 GRADES BASED ON MATCH NORMAL POE 4870 4880 4890 4900 4910 4870 4880 4890 4900 4910 49204920 947+00 948+00 949+00 950+00 951+00 952+00 953+00VPC=947+50.00EL.=4898.08'VPI=947+75.00EL.=4897.89'VPT=948+00.00EL.=4897.59'VPC=948+75.00EL.=4896.70'VPI=949+00.00EL.=4896.40'VPT=949+25.00EL.=4896.40'VPC=950+75.00EL.=4896.40'VPI=951+00.00EL.=4896.40'VPT=951+25.00EL.=4896.14'VPC=952+00.00EL.=4895.37'VPI=952+25.00EL.=4895.11'VPT=952+50.00EL.=4895.12'-1.19%0.00%-1.03% V.C. = 50.00' K = 109.50 V.C. = 50.00' K = 41.85 V.C. = 50.00' K = 48.46 V.C. = 50.00' K = 45.98e=+0.00%951+50.0010601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed12/9/2020Print Date: Horiz. Scale:1:100 Vert. Scale: As Noted Project No./Code File Name:21506DES_010-Profile-Sheets-S5M-POE.dgn WhittB12/9/202010:38:50 AMPOE SHEET 1DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\POE\Civil\Drawings\21506DES_010-Profile-Sheets-S5M-POE.dgnNumber Sheet 1 1 PRO J. Leugers K. Tanwani NB & SB POE PROFILES PORT OF ENTRY NORTH I-25 EXPRESS LANES914+25.00e=+0.00%e=+0.00%915+75.00e=+2.00%DIAGRAM SLOPE DIAGRAM SLOPEe=-2.00%916+50.00e=-2.00%913+75.002% FROM I-25 GRADES BASED ON MATCH NORMAL POE 2% FROM I-25 GRADES BASED ON MATCH NORMAL POE 4870 4880 4890 4900 4910 49204920 4870 4880 4890 4900 4910 49204920 912+00 913+00 914+00 915+00 916+00 917+00 918+00VPC=912+50.00EL.=4898.94'VPI=912+75.00EL.=4898.75'VPT=913+00.00EL.=4898.44'VPC=913+75.00EL.=4897.51'VPI=914+00.00EL.=4897.20'VPT=914+25.00EL.=4897.20'VPC=915+75.00EL.=4897.20'VPI=916+00.00EL.=4897.20'VPT=916+25.00EL.=4896.84'VPT=916+25.00EL.=4896.84'VPC=917+00.00EL.=4895.77'VPI=917+25.00EL.=4895.41'-1.24%0.00%-1.43% V.C. = 50.00' K = 103.74 V.C. = 50.00' K = 40.39 V.C. = 50.00' K = 34.90 VPT=917+50.00EL.=4895.31'V.C. = 50.00' K = 48.36 NB I-25 POE SB I-25 POE 100'200'0'50' 0' 20' 10' 24 T W T TTTTTT HCL SB I-25 HCL NB I-25 REMOVAL OF FENCE REMOVAL OF CABLE BARRIER REMOVAL OF FENCE REMOVAL OF FENCE IRRIGATION PIPE REMOVAL OF IRRIGATION PIPE REMOVAL OF FENCE REMOVAL OF REMOVAL OF FENCE ROW ROW EASEMENT EASEMENT EASEMENT GRADE TO DRAIN (SAND DIKE DITCH) AND DITCH PAVING REMOVAL OF SLOPE GRADE TO DRAIN (SAND DIKE DITCH) AND DITCH PAVING REMOVAL OF SLOPE MANAGER FROM THE ENVIRONMENTAL APPROVAL IS RECEIVED 4F RESOURCE AREA UNTIL NO WORK CAN OCCUR IN GRADE TO DRAIN (SAND DIKE DITCH) AND DITCH PAVING REMOVAL OF SLOPE SEE IRRIGATION PLANS REMOVAL OF IRRIGATION PIPE, KEY MAP PROSPECT RD BOXELDER CREEK 5 10 SH 14 15 CACHE LA POUDRE RIVER GWRR HARMONY RD PORT OF ENTRY 100'0'50'200' NOTES: LEGEND: (PLANING) REMOVAL OF ASPHALT MAT REMOVAL OF PAVEMENT NOTES: DITCH. DRAIN AND EXTEND DRAIN TO DAYLIGHT IN THE UNDERDRAIN DETAIL TO CONNECT LATERALLY TO 8. WHERE AN EXISTING EDGE DRAIN IS CUT, USE FOR REMOVAL. CONCRETE SHALL REQUIRE ADDITIONAL EFFORT PLANNED REMOVAL OF EXISTING RUBBLIZED 7. THE CONTRACTOR SHOULD ANTICIPATE THAT ANY STRUCTURES IF A CONFLICT EXISTS. HORIZONTALLY FROM PROPOSED UNDERGROUND LOWER ELEVATION, AND A MINIMUM OF 5 FEET PROPOSED GROUND SURFACE, WHICHEVER IS AT A EXISTING NATURAL GROUND SURFACE OR THE REMOVED A MINIMUM OF 2 FEET BELOW THE BE REMOVED, REGARDLESS OF LOCATION, SHALL BE 6. SUBSTRUCTURES OF EXISTING STRUCTURES TO BUFFER LONGITUDINAL JOINT OR WITHIN THE PROPOSED BE SAWCUT AND REMOVED ALONG A PROPOSED 5. IN OVERLAY AREAS, EXISTING PAVEMENT SHALL PLANS FOR MORE INFORMATION 4. REMOVALS ARE SHOWN GRAPHICALLY SEE DESIGN PROJECT. SALVAGED AND STOCK PILED FOR REUSE ON THIS 3. CABLE BARRIER THAT IS REMOVED SHALL BE REMOVAL/RESET INFORMATION. SIGNING & STRIPING PLANS FOR ADDITIONAL 2. SEE UTILITY, STRUCTURE, DRAINAGE, ITS, AND LINE. SHALL NOT EXTEND BEYOND THE RIGHT-OF-WAY 1. UNLESS NOTED OTHERWISE, REMOVAL EXTENTS DITCH PAVEMENT REMOVAL OF SLOPE AND6965+006970+003965+003970+00NB I-25 SB I-25 WEST FRONTAGE RD EAST FRONTAGE RD FENCEEND REMOVAL OF 3972+91.30, 114'RTFENCEBEGIN REMOVAL OF 3973+65.06, 119'RTFENCEBEGIN REMOVAL OF 3973+65.21, 123'RTFENCEEND REMOVAL OF 3973+62.04, 245'RTEND REMOVAL OF FENCE6969+40.65, 112'LTBEGIN REMOVAL OF FENCE6968+08.99, 118'LTEND REMOVAL OF FENCE6970+10.46, 19'LTBEGIN REMOVAL OF FENCE6970+25.75, 19'LTEND REMOVAL OF FENCE6973+23.94, 9'LTBEGIN REMOVAL OF FENCE6970+45.69, 107'LTFENCEBEGIN REMOVAL OF 6966+97.16, 33'LT10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed11/5/2020Print Date: Horiz. Scale:1:100 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506DES_006_Removal-Sheets-S5M.dgn HernanMT11/5/20203:40:26 PMSHEET 08DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\Design\Drawings\21506DES_006_Removal-Sheets-S5M.dgnNumber Sheet REM B. Hearn L. Moreland 18 REMOVAL PLAN NB & SB I-25 8HCL NB I-25MATCHLINE 3962+00HCL NB I-25MATCHLINE 3974+00RFC25 Segment 5M - RFC - 11.4.2020 T W T SA EEE30IN CSP SHOT AT INVERT HEADING EASTHEASDWALL IS DAMAGED30IN CSP ROUND, SHOT AT INVERT. HEADING WEST angles downSA SA SA SA 2550004 2550003 2550004_1 2550003_1 SA SA 28.34 E, 28.43 W 30IN PVC28.34 E, 28.43 W 30IN PVC 30" PVC IN EAST HCL SB I-25 HCL NB I-25 ROW BARRIER REMOVAL OF CABLE ROW REMOVAL OF FENCE REMOVAL OF FENCE REMOVE HEADWALL AND WINGWALLS AND WINGWALLS REMOVE HEADWALL EASEMENT EASEMENT EASEMENT SD-003 (FLASHFILL PIPE) ABANDON EXISTING IRRIGATION PIPE KEY MAP PROSPECT RD BOXELDER CREEK 5 10 SH 14 15 CACHE LA POUDRE RIVER GWRR HARMONY RD PORT OF ENTRY 100'0'50'200' NOTES: LEGEND: (PLANING) REMOVAL OF ASPHALT MAT REMOVAL OF PAVEMENT NOTES: DITCH. DRAIN AND EXTEND DRAIN TO DAYLIGHT IN THE UNDERDRAIN DETAIL TO CONNECT LATERALLY TO 8. WHERE AN EXISTING EDGE DRAIN IS CUT, USE FOR REMOVAL. CONCRETE SHALL REQUIRE ADDITIONAL EFFORT PLANNED REMOVAL OF EXISTING RUBBLIZED 7. THE CONTRACTOR SHOULD ANTICIPATE THAT ANY STRUCTURES IF A CONFLICT EXISTS. HORIZONTALLY FROM PROPOSED UNDERGROUND LOWER ELEVATION, AND A MINIMUM OF 5 FEET PROPOSED GROUND SURFACE, WHICHEVER IS AT A EXISTING NATURAL GROUND SURFACE OR THE REMOVED A MINIMUM OF 2 FEET BELOW THE BE REMOVED, REGARDLESS OF LOCATION, SHALL BE 6. SUBSTRUCTURES OF EXISTING STRUCTURES TO BUFFER LONGITUDINAL JOINT OR WITHIN THE PROPOSED BE SAWCUT AND REMOVED ALONG A PROPOSED 5. IN OVERLAY AREAS, EXISTING PAVEMENT SHALL PLANS FOR MORE INFORMATION 4. REMOVALS ARE SHOWN GRAPHICALLY SEE DESIGN PROJECT. SALVAGED AND STOCK PILED FOR REUSE ON THIS 3. CABLE BARRIER THAT IS REMOVED SHALL BE REMOVAL/RESET INFORMATION. SIGNING & STRIPING PLANS FOR ADDITIONAL 2. SEE UTILITY, STRUCTURE, DRAINAGE, ITS, AND LINE. SHALL NOT EXTEND BEYOND THE RIGHT-OF-WAY 1. UNLESS NOTED OTHERWISE, REMOVAL EXTENTS DITCH PAVEMENT REMOVAL OF SLOPE AND6975+006980+006985+003975+003980+003985+00SB I-25 NB I-25 WEST FRONTAGE RD EAST FRONTAGE RD END REMOVAL OF FENCE6982+98.71, 44'LTBEGIN REMOVAL OF FENCE6983+19.85, 60'LTEND REMOVAL OF FENCE6983+24.60, 78'LTBEGIN REMOVAL OF FENCE6983+49.55, 78'LTEND REMOVAL OF FENCE6983+51.64, 59'LTBEGIN REMOVAL OF FENCE6983+57.92, 44'LTEND REMOVAL OF FENCE3982+36.50, 123'RT10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed11/5/2020Print Date: Horiz. Scale:1:100 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506DES_006_Removal-Sheets-S5M.dgn HernanMT11/5/20203:40:28 PMSHEET 09DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\Design\Drawings\21506DES_006_Removal-Sheets-S5M.dgnNumber Sheet REM B. Hearn L. Moreland 18 REMOVAL PLAN NB & SB I-25 9HCL NB I-25MATCHLINE 3974+00HCL NB I-25MATCHLINE 3986+00RFC26 Segment 5M - RFC - 11.4.2020 EE T WWWW ST WWW E T EWWW E T EEE WWW E T EST 24IN RCP ROUND IN, FROM EAST. SHOT AT INVERT24IN RCP ROUND OUT, DIP AT 9.04FT TO SILT HEADING WEST30IN CSP ROUND, SHOT AT INVERT. HEADING WEST48IN RPC ROUND WITH STEEL LID.HCL NB I-25 HCL SB I-25 ROW GUARDRAIL TYPE 7 REMOVAL OF CABLE BARRIER REMOVAL OF REMOVAL OF FENCE GUARDRAIL TYPE 7 REMOVAL OF IRRIGATION PIPE REMOVAL OF REMOVE MANHOLE WINGWALLS REMOVE HEADWALL AND WINGWALLS REMOVE HEADWALL AND ROW EASEMENT EASEMENT EASEMENT GUARDRAIL TYPE 7 REMOVAL OF PRE-CAST CROSSING (FLASHFILL PIPE) ABANDON EXISTING SD-004 SIPHON KEY MAP PROSPECT RD BOXELDER CREEK 5 10 SH 14 15 CACHE LA POUDRE RIVER GWRR HARMONY RD PORT OF ENTRY 100'0'50'200' NOTES: LEGEND: (PLANING) REMOVAL OF ASPHALT MAT REMOVAL OF PAVEMENT NOTES: DITCH. DRAIN AND EXTEND DRAIN TO DAYLIGHT IN THE UNDERDRAIN DETAIL TO CONNECT LATERALLY TO 8. WHERE AN EXISTING EDGE DRAIN IS CUT, USE FOR REMOVAL. CONCRETE SHALL REQUIRE ADDITIONAL EFFORT PLANNED REMOVAL OF EXISTING RUBBLIZED 7. THE CONTRACTOR SHOULD ANTICIPATE THAT ANY STRUCTURES IF A CONFLICT EXISTS. HORIZONTALLY FROM PROPOSED UNDERGROUND LOWER ELEVATION, AND A MINIMUM OF 5 FEET PROPOSED GROUND SURFACE, WHICHEVER IS AT A EXISTING NATURAL GROUND SURFACE OR THE REMOVED A MINIMUM OF 2 FEET BELOW THE BE REMOVED, REGARDLESS OF LOCATION, SHALL BE 6. SUBSTRUCTURES OF EXISTING STRUCTURES TO BUFFER LONGITUDINAL JOINT OR WITHIN THE PROPOSED BE SAWCUT AND REMOVED ALONG A PROPOSED 5. IN OVERLAY AREAS, EXISTING PAVEMENT SHALL PLANS FOR MORE INFORMATION 4. REMOVALS ARE SHOWN GRAPHICALLY SEE DESIGN PROJECT. SALVAGED AND STOCK PILED FOR REUSE ON THIS 3. CABLE BARRIER THAT IS REMOVED SHALL BE REMOVAL/RESET INFORMATION. SIGNING & STRIPING PLANS FOR ADDITIONAL 2. SEE UTILITY, STRUCTURE, DRAINAGE, ITS, AND LINE. SHALL NOT EXTEND BEYOND THE RIGHT-OF-WAY 1. UNLESS NOTED OTHERWISE, REMOVAL EXTENTS DITCH PAVEMENT REMOVAL OF SLOPE AND6990+006995+003990+003995+00NB I-25 SB I-25 PORT OF ENTRY PORT OF ENTRY EAST FRONTAGE RD WEST FRONTAGE RD END REMOVAL OF FENCE6997+08.80, 146'LTBEGIN REMOVAL OF FENCE6997+78.69, 146'LT10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed10/19/2020Print Date: Horiz. Scale:1:100 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506DES_006_Removal-Sheets-S5M.dgn HernanMT10/19/20202:02:00 AMSHEET 10DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\Design\Drawings\21506DES_006_Removal-Sheets-S5M.dgnNumber Sheet REM B. Hearn L. Moreland 18 REMOVAL PLAN NB & SB I-25 10HCL NB I-25MATCHLINE 3986+00HCL NB I-25MATCHLINE 3998+00Segment 5M - RFC - CDOT - 10.19.2020Segment 5M - RFC - 11.3.2020RFC27 SASA T W WW WTT SASA THCL NB I-25 HCL SB I-25 ROW GUARDRAIL TYPE 7 REMOVAL OF REMOVAL OF FENCEGUARDRAIL TYPE 7 REMOVAL OF GRADE TO DRAIN AND DITCH PAVING REMOVAL OF SLOPE PLACE STRUCTURE: PROTECT IN IRRIGATION DIVERSION ROW EASEMENT GUARDRAIL TYPE 7 REMOVAL OF PRE-CAST GUARDRAIL TYPE 7 REMOVAL OF PRE-CAST GUARDRAIL TYPE 7 REMOVAL OF PRE-CAST GUARDRAIL TYPE 7 REMOVAL OF PRE-CAST CABLE BARRIER REMOVAL OF SEE IRRIGATION PLANS REMOVE HEADWALL AND WINGWALLS (CBC RISER BOX) PRESENT STRUCTURE REMOVAL OF PORTIONS OF KEY MAP PROSPECT RD BOXELDER CREEK 5 10 SH 14 15 CACHE LA POUDRE RIVER GWRR HARMONY RD PORT OF ENTRY 100'0'50'200' NOTES: LEGEND: (PLANING) REMOVAL OF ASPHALT MAT REMOVAL OF PAVEMENT NOTES: DITCH. DRAIN AND EXTEND DRAIN TO DAYLIGHT IN THE UNDERDRAIN DETAIL TO CONNECT LATERALLY TO 8. WHERE AN EXISTING EDGE DRAIN IS CUT, USE FOR REMOVAL. CONCRETE SHALL REQUIRE ADDITIONAL EFFORT PLANNED REMOVAL OF EXISTING RUBBLIZED 7. THE CONTRACTOR SHOULD ANTICIPATE THAT ANY STRUCTURES IF A CONFLICT EXISTS. HORIZONTALLY FROM PROPOSED UNDERGROUND LOWER ELEVATION, AND A MINIMUM OF 5 FEET PROPOSED GROUND SURFACE, WHICHEVER IS AT A EXISTING NATURAL GROUND SURFACE OR THE REMOVED A MINIMUM OF 2 FEET BELOW THE BE REMOVED, REGARDLESS OF LOCATION, SHALL BE 6. SUBSTRUCTURES OF EXISTING STRUCTURES TO BUFFER LONGITUDINAL JOINT OR WITHIN THE PROPOSED BE SAWCUT AND REMOVED ALONG A PROPOSED 5. IN OVERLAY AREAS, EXISTING PAVEMENT SHALL PLANS FOR MORE INFORMATION 4. REMOVALS ARE SHOWN GRAPHICALLY SEE DESIGN PROJECT. SALVAGED AND STOCK PILED FOR REUSE ON THIS 3. CABLE BARRIER THAT IS REMOVED SHALL BE REMOVAL/RESET INFORMATION. SIGNING & STRIPING PLANS FOR ADDITIONAL 2. SEE UTILITY, STRUCTURE, DRAINAGE, ITS, AND LINE. SHALL NOT EXTEND BEYOND THE RIGHT-OF-WAY 1. UNLESS NOTED OTHERWISE, REMOVAL EXTENTS DITCH PAVEMENT REMOVAL OF SLOPE AND7000+007005+007010+004000+004005+004010+00PORT OF ENTRY PORT OF ENTRY NB I-25 SB I-25 EAST FRONTAGE RD WEST FRONTAGE RD BEGIN REMOVAL OF FENCE4005+03.72, 150'RTEND REMOVAL OF FENCE4008+25.07, 109'RT10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed10/19/2020Print Date: Horiz. Scale:1:100 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506DES_006_Removal-Sheets-S5M.dgn HernanMT10/19/20202:02:03 AMSHEET 11DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\Design\Drawings\21506DES_006_Removal-Sheets-S5M.dgnNumber Sheet REM B. Hearn L. Moreland 18 REMOVAL PLAN NB & SB I-25 11HCL NB I-25MATCHLINE 3998+00HCL NB I-25MATCHLINE 4010+00Segment 5M - RFC - CDOT - 10.19.2020Segment 5M - RFC - 11.3.2020RFC28 T W T TTTTTT4880 48954900 48954 8 9 5 4895490049004900 49004900 4900 490049004900490049004900 4900 4900 490049004895 4895 48954895 4895487549004900 49004875487548754875 48804880488048854885488548904890489048904890 48904890 4890489048954895489548954895 489548954895 4895 48954895 489548954895 4895490049004900 4900 4900 49004890 4895 4895 4900 49004900 489048954895 4895 REMOVE PIPE REMOVE INLET REMOVE PIPE HCL NB I-25 HCL SB I-25 ROW ROW CH-FF-3972-2F CH-FF-3975-1SB CH-FF-3975-1SC CH-FF-3975-1SDCH-FF-3975-1SE CH-FF-3975-1SF CH-FF-3975-1SG CH-FF-3975-1SH CH-FF-3975-3SE CH-EE-3958-1C CH-EE-3958-2C P-FF-3971-3 IN-FF-3971-3 P-FF-3969IN-FF-3969 FES-FF-3970D FES-FF-3972-1U FES-FF-3970U IN-FF-3972 P-FF-3972-1 IN-FF-3973-4 IN-FF-3968 P-FF-3968 IN-FF-3971-2 P-FF-3971-2 IN-FF-3973-3 P-FF-3973-3 IN-FF-3965 P-FF-3965 CH-FF-3971-1G CH-FF-3971-1F CH-FF-3971-1A FES-FF-3965D P-FF-3971-1 IN-FF-3971-1 IN-FF-3973-1 P-FF-3973-1 FES-FF-3973-1D P-FF-3973 FES-FF-3971-1D FES-FF-3973D FES-FF-3972D P-FF-3972 SEE IRRIGATION PLANS SAND DIKE DITCH 8-IR-SD-002 P-FF-3970 CH-FF-3970A CH-FF-3970B CH-FF-3972-2A CH-FF-3972-2A CH-FF-3972-2B CH-FF-3972-2E CH-FF-3972-2G CH-FF-3972-2H CH-FF-2972-2I CH-FF-3971-1D CH-FF-3972-2D CH-DD-3955G LINE FF-9 LINE FF-4 LINE FF-3 LINE FF-2 LINE FF-1 LINE FF-7 LINE F-6 LINE F-5 HCL EAST FRONTAGE RD HCL WEST FRONTAGE RD FES-FF-3973U CH-FF-3975-3SD CH-FF-3975-3SC LINE FF-8 CH-DD-3955F CH-DD-3955E CH-EE-3958-2B FAS-FF-3973-2N CH-FF-3973 CH-FF-3971-1E CH-FF-3971-1C CH-FF-3972-2C CH-EE-3958-2ECH-EE-3958-2D KEY MAP PROSPECT RD BOXELDER CREEK 5 10 SH 14 15 CACHE LA POUDRE RIVER GWRR HARMONY RD PORT OF ENTRY NOTES: 100'0'50'200' LEGEND: 1 EXISTING PIPE CONDITION SHALL BE VERIFIED. IF CONDITION IS NOT IN ACCEPTABLE CONDITION, PIPE SHALL BE REPLACED WITH REINFORCED CONCRETE PIPE OF EQUIVALENT SIZE. NOT FOR CONSTRUCTION PORT OF ENTRY WETLAND DITCH PAVING ROADSIDE DITCH RIPRAP SEGEMNTS NAME. GRADING SHEETS FOR DITCH 2. SEE FF FLOW ATTENUATION AREA FOR IRRIGATION REMOVAL INFORMATION. OTHERWISE NOTED. SEE REMOVAL PLANS BE PROTECTED IN PLACE UNLESS 1. ALL EXISTING DRAINAGE SYSTEMS TO 2 THE ENVIRONMENTAL MANAGER APPROVAL IS RECEIVED FROM RESOURCE AREA UNTIL NO WORK CAN OCCUR IN 4F 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed10/15/2020Print Date: Horiz. Scale:1:100 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506HYD_019-Plan-Sheets 7-12-S5M.dgn DukeM10/15/20205:00:13 PMSHEET 08DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\Hydraulics\Drawings\21506HYD_019-Plan-Sheets 7-12-S5M.dgnNumber Sheet J. Shintaku NB & SB I-25 L. Moreland DR-PLAN DRAINAGE PLAN S S S T SSM SSSS S S SSSSS1 XXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXSA SA SA SA6965+003965+003970+00200 +00 205+00130+00135+00140+008 18 HCL NB I-25MATCHLINE STA 3974+00HCL NB I-25MATCHLINE STA 3962+00NB I-25 SB I-25 PORT OF ENTRY SB ON-RAMP PORT OF ENTRY NB OFF-RAMP EAST FRONTAGE RD WEST FRONTAGE RD 2 Segment 5M - RFC - CDOT - 10.19.2020Segment 5M - RFC - 11.3.2020RFC29 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed10/15/2020Print Date: Horiz. Scale:Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506HYD_019-Plan-Sheets 7-12-S5M.dgn DukeM10/15/20205:00:15 PMSHEET 08tDGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\Hydraulics\Drawings\21506HYD_019-Plan-Sheets 7-12-S5M.dgnNumber Sheet J. Shintaku NB & SB I-25 L. Moreland DR-PLAN DRAINAGE PLAN 1:1 8t 18 LEGEND NOT FOR CONSTRUCTION PORT OF ENTRY SHEET PROFILE LINE ID STATION/OFFSET HCL ITEM LENGTH DEPTH PAY MISC NOTES 14 FF-1 IN-FF-3965 3965+54.73, 48.00' RT.NB I-25 VANE GRATE (DOUBLE)5'CONCRETE APRON REQD (SEE CDOT M&S STANDARD M-640-25) P-FF-3965 23"x14" HERCP 46' FES-FF-3965D 3965+60.20, 98.94' RT.NB I-25 23"x14" HERCES RIPRAP APRON D50=9" - SEE DRAINAGE DETAILS FF-2 IN-FF-3968 3968+43.52, 48.00' RT.NB I-25 VANE GRATE (SINGLE)5'CONCRETE APRON REQD (SEE CDOT M&S STANDARD M-640-25) P-FF-3968 18" RCP 294' IN-FF-3971-2 3971+40.88, 48.00' RT.NB I-25 VANE GRATE (SINGLE)5'CONCRETE APRON REQD (SEE CDOT M&S STANDARD M-640-25) 15 P-FF-3971-2 18" RCP 213' IN-FF-3973-3 3973+56.76, 48.00' RT.NB I-25 VANE GRATE (SINGLE)10'CONCRETE APRON REQD (SEE CDOT M&S STANDARD M-640-25) P-FF-3973-3 18" RCP 142' 16 FF-3 IN-FF-3969 3969+47.98, 136.00' LT.NB I-25 VANE GRATE (SINGLE)5'CONCRETE APRON REQD (SEE CDOT M&S STANDARD M-640-25) P-FF-3969 18" RCP 194' IN-FF-3971-3 3971+42.86, 136.00' LT.NB I-25 VANE GRATE (SINGLE)5'CONCRETE APRON REQD (SEE CDOT M&S STANDARD M-640-25) P-FF-3971-3 18" RCP 231' IN-FF-3973-4 3973+74.41, 136.00' LT.NB I-25 VANE GRATE (SINGLE)5'CONCRETE APRON REQD (SEE CDOT M&S STANDARD M-640-25) 17 FF-4 FES-FF-3970U 202+54.81, 30.02' LT.WEST FRONTAGE RD 18" RCES P-FF-3970 18" RCP 167' FES-FF-3970D 204+25.80, 33.57' LT.WEST FRONTAGE RD 18" RCES RIPRAP APRON D50=9" - SEE DRAINAGE DETAILS 18 FF-5 IN-FF-3971-1 136+57.21, 35.25' LT.EAST FRONTAGE RD INLET TYPE D 5'SLOPE AND DITCH PAVING REQD (SEE CDOT M&S STANDARD M-604-10) P-FF-3971-1 24" RCP 79' FES-FF-3971-1D 136+82.16, 47.57' RT.EAST FRONTAGE RD 24" RCES RIPRAP APRON D50=9" - SEE DRAINAGE DETAILS FF-6 FES-FF-3972D 3972+07.30, 234.46' LT.NB I-25 23"x14" HERCES RIPRAP APRON D50=9" - SEE DRAINAGE DETAILS P-FF-3972 23"x14" HERCP 55' IN-FF-3972 3971+73.74, 184.00' LT.NB I-25 VANE GRATE (SINGLE)5'CONCRETE APRON REQD (SEE CDOT M&S STANDARD M-640-25) FF-7 FES-FF-3972-1U 3972+12.84, 233.58' LT.NB I-25 30"x19" HERCES P-FF-3972-1 30"x19" HERCP 275' 19 FF-8 FES-FF-3973U 138+93.22, 52.04' RT.EAST FRONTAGE RD 24" RCES P-FF-3973 24" RCP 54' FES-FF-3973D 139+58.88, 53.99' RT.EAST FRONTAGE RD 24" RCES RIPRAP APRON D50=9" - SEE DRAINAGE DETAILS FF-9 IN-FF-3973-1 139+78.15, 27.90' LT.EAST FRONTAGE RD INLET TYPE C 5'SLOPE AND DITCH PAVING REQD (SEE CDOT M&S STANDARD M-604-10) P-FF-3973-1 38"x24" HERCP 67' FES-FF-3973-1D 139+86.02, 45.85' RT.EAST FRONTAGE RD 38"x24" HERCES RIPRAP APRON D50=9" - SEE DRAINAGE DETAILS N/A FAS-FF-3973-2N 139+78.15, 50.22' RT.EAST FRONTAGE RD STRUCTURE FLOW ATTENUATION SEE FLOW ATTENUATION GRADING PLANS FOR DETAILS Segment 5M - RFC - CDOT - 10.19.2020Segment 5M - RFC - 11.3.2020RFC30 T W T SA EEE30IN CSP SHOT AT INVERT HEADING EASTHEASDWALL IS DAMAGED30IN CSP ROUND, SHOT AT INVERT. HEADING WEST angles downSA SA SA SA 2550004 2550003 2550004_1 2550003_1 SA SA 28.34 E, 28.43 W 30IN PVC28.34 E, 28.43 W 30IN PVC 30" PVC IN EASTSA 4895489548954895 4895 4895489 5 489548954895 4895489548954890 4890 48904895 4895 4895 489548954895490049004900 4900 490048954895 4890 48954895 48954895490049004900490049004900 4890 4890 489048904890 REMOVE PIPE REMOVE PIPE REMOVE INLET ROW HCL SB I-25 HCL NB I-25 ROW SEE IRRIGATION PLANS LAKE CANAL 8-IR-SD-003 REMOVE PIPE CH-FF-3975-1NA CH-FF-3975-1NB CH-FF-3975-1SA CH-FF-3975-2NA CH-FF-3975-2NB CH-FF-3975-2NC CH-FF-3975-2ND CH-FF-3975-2NE CH-FF-3975-2NG CH-FF-3975-2NH CH-FF-3975-2NI CH-FF-3975-2NJ CH-FF-3975-2NK CH-FF-3975-2NL CH-FF-3975-2NM CH-FF-3975-2NN CH-FF-3975-3NA CH-FF-3975-3NB CH-FF-3975-3NC CH-FF-3975-3ND CH-FF-3975-3SA CH-FF-3975-3SB IN-FF-3976-2 P-FF-3975-A HW-PP-3974-1D P-FF-3974-1 IN-FF-3974-1 IN-FF-3975-6 P-FF-3975-6 IN-FF-3977 P-FF-3977 IN-FF-3975-1 P-FF-3975-4S IN-FF-3975-5 P-FF-3973-4 P-FF-3975-5 P-FF-3975-3N FES-FF-3975-3ND FES-FF-3975-2NU IN-FF-3975-4 FES-FF-3975-2SU P-FF-3975-3S FES-FF-3975-3SU FES-FF-3975-3NU FES-FF-3975-3SD P-FF-3975-2S IN-FF-3975 FES-FF-3972-1D LINE FF-11 LINE FF-12 LINE FF-3 LINE FF-13 LINE FF-13A LINE FF-2 REMOVE PIPE REMOVE INLET HCL EAST FRONTAGE RD HCL WEST FRONTAGE RD P-FF-3975-B P-FF-3975-1 FES-FF-3975-AD FES-FF-3975-BD P-FF-3975-C FES-FF-3975-CD P-FF-3975-2N P-FF-3976-2 IN-FF-3976-1 P-FF-3976-1 P-FF-3975-4N LINE FF-120 CH-FF-3975-1NC LINE FF-7 CH-FF-3975-2SA CH-FF-3975-2NF CH-FF-3981 CH-FF-3985A SEE IRRIGATION PLANS 8-IR-SD-003 SEE IRRIGATION PLANS 8-IR-SD-003 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed11/3/2020Print Date: Horiz. Scale:1:100 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506HYD_019-Plan-Sheets 7-12-S5M.dgn BrewerK11/3/202011:32:57 AMSHEET 09DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\Hydraulics\Drawings\21506HYD_019-Plan-Sheets 7-12-S5M.dgnNumber Sheet J. Shintaku NB & SB I-25 L. Moreland DR-PLAN DRAINAGE PLAN NOTES: 100'0'50'200' LEGEND: 1 EXISTING PIPE CONDITION SHALL BE VERIFIED. IF CONDITION IS NOT IN ACCEPTABLE CONDITION, PIPE SHALL BE REPLACED WITH REINFORCED CONCRETE PIPE OF EQUIVALENT SIZE. NOT FOR CONSTRUCTION PORT OF ENTRY WETLAND DITCH PAVING ROADSIDE DITCH RIPRAP SEGEMNTS NAME. GRADING SHEETS FOR DITCH 2. SEE FF FLOW ATTENUATION AREA FOR IRRIGATION REMOVAL INFORMATION. OTHERWISE NOTED. SEE REMOVAL PLANS BE PROTECTED IN PLACE UNLESS 1. ALL EXISTING DRAINAGE SYSTEMS TO 2 THE ENVIRONMENTAL MANAGER APPROVAL IS RECEIVED FROM RESOURCE AREA UNTIL NO WORK CAN OCCUR IN 4F KEY MAP PROSPECT RD BOXELDER CREEK 5 10 SH 14 15 CACHE LA POUDRE RIVER GWRR HARMONY RD PORT OF ENTRY DSRC SM SSSSST MSS S SS S S SSSS SSXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X SA SA SA SA X X X X X X X X SA SA6975+006980+006985+003980+003985+00210+00215+00140+00145+009 18 HCL NB I-25MATCHLINE STA 3974+00HCL NB I-25MATCHLINE STA 3986+00SB I-25 NB I-25 PORT OF ENTRY NB ON-RAMP PORT OF ENTRY SB OFF-RAMP LAKE CANALWEST FRONTAGE RD EAST FRONTAGE RD Segment 5M - RFC - 11.3.2020RFC31 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed10/15/2020Print Date: Horiz. Scale:Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506HYD_019-Plan-Sheets 7-12-S5M.dgn DukeM10/15/20205:00:18 PMSHEET 09tDGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\Hydraulics\Drawings\21506HYD_019-Plan-Sheets 7-12-S5M.dgnNumber Sheet J. Shintaku NB & SB I-25 L. Moreland DR-PLAN DRAINAGE PLAN 1:1 9t 18 LEGEND NOT FOR CONSTRUCTION PORT OF ENTRY SHEET PROFILE LINE ID STATION/OFFSET HCL ITEM LENGTH DEPTH PAY MISC NOTES 18 FF-7 FES-FF-3972-1D 3974+96.23, 223.17' LT.NB I-25 30"x19" HERCES 16 FF-3 P-FF-3973-4 18" RCP 126' IN-FF-3975-5 3975+02.03, 136.00' LT.NB I-25 VANE GRATE (SINGLE)10'CONCRETE APRON REQD (SEE CDOT M&S STANDARD M-640-25) P-FF-3975-5 24" RCP 37' 17 P-FF-3976-2 18" RCP 46' IN-FF-3976-2 3976+01.26, 136.00' LT.NB I-25 VANE GRATE (SINGLE)5'CONCRETE APRON REQD (SEE CDOT M&S STANDARD M-640-25) P-FF-3977 24" RCP 167' IN-FF-3977 3977+69.93, 136.00' LT.NB I-25 VANE GRATE (SINGLE)5'CONCRETE APRON REQD (SEE CDOT M&S STANDARD M-640-25) 15 FF-2 IN-FF-3975-6 3975+01.50, 48.00' RT.NB I-25 VANE GRATE (SINGLE)10'CONCRETE APRON REQD (SEE CDOT M&S STANDARD M-640-25) P-FF-3975-6 24" RCP 37' P-FF-3976-1 18" RCP 46' IN-FF-3976-1 3976+01.78, 48.00' RT.NB I-25 30"X19" HERCES 5'CONCRETE APRON REQD (SEE CDOT M&S STANDARD M-640-25) 19 FF-10 IN-FF-3974-1 3974+73.36, 96.00' RT.NB I-25 30"X19" HERCES 5'CONCRETE APRON REQD (SEE CDOT M&S STANDARD M-640-25) P-FF-3974-1 23"x14" HERCP 39' HW-FF-3974-1D 3974+73.36, 134.18' RT.NB I-25 HEADWALL (23"x14" HERCP) FF-11 FES-FF-3975-3SU 208+69.21, 23.89' LT.WEST FRONTAGE RD 38"x24" HERCES P-FF-3975-3S 38"x24" HERCP 39' FES-FF-3975-3SD 208+69.19, 27.39' RT.WEST FRONTAGE RD 38"x24" HERCES RIPRAP APRON D50=9" - SEE DRAINAGE DETAILS 20 FF-12 FES-FF-3975-3NU 208+74.84, 23.88' LT.WEST FRONTAGE RD 38"x24" HERCES P-FF-3975-3N 38"x24" HERCP 39' FES-FF-3975-3ND 208+74.83, 27.40' RT.WEST FRONTAGE RD 38"x24" HERCES RIPRAP APRON D50=9" - SEE DRAINAGE DETAILS FF-13 FES-FF-3975-2SU 3975+44.37, 215.72' LT.NB I-25 30" RCES TRASH RACK REQD (SEE CDOT M&S STANDARDS M-603-12) P-FF-3975-2S 30" RCP 72' IN-FF-3975-4 3975+47.12, 136.00' LT.NB I-25 VANE GRATE (SPECIAL)10'SEE DRAINAGE DETAILS P-FF-3975-4S 30" RCP 177' IN-FF-3975 3975+47.41, 48.00' RT.NB I-25 VANE GRATE (SPECIAL)10'SEE DRAINAGE DETAILS P-FF-3975-A 30"x19" HERCP 144' P-FF-3975-B 30"x19" HERCP 144' P-FF-3975-C 30"x19" HERCP 144' FES-FF-3975-AD 141+40.29, 42.48' RT.EAST FRONTAGE RD 30"x19" HERCES FES-FF-3975-BD 141+44.68, 43.08' RT.EAST FRONTAGE RD 30"x19" HERCES FES-FF-3975-CD 141+49.11, 43.70' RT.EAST FRONTAGE RD 30"x19" HERCES 21 FF-13A FES-FF-3975-2NU 3975+49.88, 215.71' LT.NB I-25 30" RCES TRASH RACK REQD (SEE CDOT M&S STANDARDS M-603-12) P-FF-3975-2N 30" RCP 72' P-FF-3975-4N 30" RCP 87' IN-FF-3975-1 3975+53.31, 43.92' LT.NB I-25 INLET TYPE D 10'SLOPE AND DITCH PAVING REQD (SEE CDOT M&S STANDARD M-604-10) P-FF-3975-1 30" RCP 87'Segment 5M - RFC - CDOT - 10.19.2020Segment 5M - RFC - 11.3.2020RFC32 EE T WWWW ST WWW E T EWWW E T EEE WWW E T EST 24IN RCP ROUND IN, FROM EAST. SHOT AT INVERT24IN RCP ROUND OUT, DIP AT 9.04FT TO SILT HEADING WEST30IN CSP ROUND, SHOT AT INVERT. HEADING WEST48IN RPC ROUND WITH STEEL LID.4900 4895 49004900490049004900 4900 4900 49004900490049004900490049004900490049004900490049004900 490049054905 4905 4905490549004900490049004900 490049004900 4900 HCL SB I-25 HCL NB I-25 ROW CH-GG-4000-1C CH-GG-4000-1B CH-FF-3975-1NC CH-FF-3975-1ND CH-FF-3975-2NN CH-FF-3975-2NP CH-FF-3975-2NR CH-FF-3975-2NS CH-FF-3975-2NT CH-GG-3998-4D CH-GG-3998-4E CH-GG-3998-4C SEE IRRIGATION PLANS SAND DIKE DITCH 8-IR-SD-004 CH-FF-3975-2NO CH-FF-3975-2NQ HCL WEST FRONTAGE RD CH-GG-4000-2SD CH-GG-4000-2SC CH-GG-3998-4F ROW CH-FF-3985A CH-FF-3985B CH-GG-3994B CH-GG-3994A NOTES: 100'0'50'200' LEGEND: FOR IRRIGATION REMOVAL INFORMATION. OTHERWISE NOTED. SEE REMOVAL PLANS BE PROTECTED IN PLACE UNLESS 1. ALL EXISTING DRAINAGE SYSTEMS TO 1 EXISTING PIPE CONDITION SHALL BE VERIFIED. IF CONDITION IS NOT IN ACCEPTABLE CONDITION, PIPE SHALL BE REPLACED WITH REINFORCED CONCRETE PIPE OF EQUIVALENT SIZE. ROADSIDE DITCH RIPRAP WETLAND DITCH PAVING 2 THE ENVIRONMENTAL MANAGER APPROVAL IS RECEIVED FROM RESOURCE AREA UNTIL NO WORK CAN OCCUR IN 4F KEY MAP PROSPECT RD BOXELDER CREEK 5 10 SH 14 15 CACHE LA POUDRE RIVER GWRR HARMONY RD PORT OF ENTRY 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed10/15/2020Print Date: Horiz. Scale:1:100 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506HYD_019-Plan-Sheets 7-12-S5M.dgn DukeM10/15/20205:00:19 PMSHEET 10DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\Hydraulics\Drawings\21506HYD_019-Plan-Sheets 7-12-S5M.dgnNumber Sheet J. Shintaku NB & SB I-25 L. Moreland DR-PLAN DRAINAGE PLAN S1 S1 S1 S16990+006995+003990+003995+00220+00225+00230+0010 18 HCL NB I-25MATCHLINE STA 3986+00HCL NB I-25MATCHLINE STA 3998+00SB I-25 NB I-25 WEST FRONTAGE RD EAST FRONTAGE RD Segment 5M - RFC - CDOT - 10.19.2020Segment 5M - RFC - 11.3.2020RFC33 SASA T W WWWTT SASA T49004 9 0 049004 9 0 04900 490548 9 5 4 9 0 0 4900 4900 4900 4900 4900490049004900 4900 49004900 4900490049004900 4900490049004900490049004900 490049 004900490049004900 490049004900 4900490049004900 49004905 4905490549004900 4900 4900490049004900 49054905 4905REMOVE PIPE REMOVE INLET PIPE REMOVE INLET REMOVE PIPE REMOVE INLET REMOVE INLET REMOVE PIPE REMOVE REMOVE PIPE HCL SB I-25 ROW HCL NB I-25 REMOVE PIPE CH-GG-4000-1A CH-GG-4001-2A CH-GG-4001-2B CH-GG-4001-2C CH-GG-3998-4B CH-GG-3998-3C P-GG-4000-2 FES-GG-4000-2U P-GG-4000-1 MH-GG-4000-3 FES-GG-4000-1U MH-GG-4001-1 P-GG-4001-2 FES-GG-4001-2U P-GG-4000-3 P-GG-4001-1 FES-GG-4001-1D FES-GG-4000-3D CH-GG-3998-3B CH-GG-3998-3A CH-GG-3998-4A P-GG-3998-1 FES-GG-3998-1D FES-GG-3998-1U SEE IRRIGATION PLANS SAND DIKE DITCH 8-IR-SD-001 LINE GG-3 LINE GG-1 LINE GG-2 LINE GG-4 HCL WEST FRONTAGE RD CH-GG-4000-2NC CH-GG-4000-2NB CH-GG-4000-2NA CH-GG-4000-2SB CH-GG-4000-2SA CH-GG-3998-3D CH-GG-3998-3E CH-GG-3998-2B CH-GG-3998-2A CH-GG-3998-1 CH-GG-3998-4C CH-GG-4000-2SC CH-GG-4000-1B CH-GG-4007A CH-GG-4007B CH-GG-4006 KEY MAP PROSPECT RD BOXELDER CREEK 5 10 SH 14 15 CACHE LA POUDRE RIVER GWRR HARMONY RD PORT OF ENTRY NOTES: 100'0'50'200' LEGEND: FOR IRRIGATION REMOVAL INFORMATION. OTHERWISE NOTED. SEE REMOVAL PLANS BE PROTECTED IN PLACE UNLESS 1. ALL EXISTING DRAINAGE SYSTEMS TO 1 EXISTING PIPE CONDITION SHALL BE VERIFIED. IF CONDITION IS NOT IN ACCEPTABLE CONDITION, PIPE SHALL BE REPLACED WITH REINFORCED CONCRETE PIPE OF EQUIVALENT SIZE. ROADSIDE DITCH RIPRAP WETLAND DITCH PAVING 2 THE ENVIRONMENTAL MANAGER APPROVAL IS RECEIVED FROM RESOURCE AREA UNTIL NO WORK CAN OCCUR IN 4F 3 IN PLACE UNTIL IT IS RELOCATED. ACCESS AND PROTECT THE VAULT THE CONTRACTOR SHALL MAINTAIN 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed11/3/2020Print Date: Horiz. Scale:1:100 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506HYD_019-Plan-Sheets 7-12-S5M.dgn BrewerK11/3/202011:45:36 AMSHEET 11DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\Hydraulics\Drawings\21506HYD_019-Plan-Sheets 7-12-S5M.dgnNumber Sheet J. Shintaku NB & SB I-25 L. Moreland DR-PLAN DRAINAGE PLAN 3 T M T T T M M T T M7000+007005+007010+004000+004005+004010+00235+00240+00 1811HCL NB I-25MATCHLINE STA 3998+00HCL NB I-25MATCHLINE STA 4010+00NB I-25 SB I-25 LAKE CANAL WEST FRONTAGE RD EAST FRONTAGE RD ROW Segment 5M - RFC - 11.3.2020RFC34 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed10/15/2020Print Date: Horiz. Scale:Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506HYD_019-Plan-Sheets 7-12-S5M.dgn DukeM10/15/20205:00:23 PMSHEET 11tDGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\Hydraulics\Drawings\21506HYD_019-Plan-Sheets 7-12-S5M.dgnNumber Sheet J. Shintaku NB & SB I-25 L. Moreland DR-PLAN DRAINAGE PLAN 1:1 18 11t SHEET PROFILE LINE ID STATION/OFFSET HCL ITEM LENGTH DEPTH PAY MISC NOTES 22 GG-1 FES-GG-3998-1U 3998+72.44, 148.53' RT.NB I-25 36" RCES P-GG-3998-1 36" RCP 38' FES-GG-3998-1D 3998+72.90, 201.27' RT.NB I-25 36" RCES RIPRAP APRON D50=9"- SEE DRAINAGE DETAILS GG-2 FES-GG-4000-1U 4000+73.45, 48.31' LT.NB I-25 18" RCES P-GG-4000-1 18" RCP 13' GG-3 FES-GG-4000-2U 4000+95.06, 140.80' LT.NB I-25 30"x19" HERCES P-GG-4000-2 30"x19" HERCP 86' MH-GG-4000-3 4000+95.02, 46.10' LT.NB I-25 MH SLAB BASE 5' P-GG-4000-3 38"x24" HERCP 96' FES-GG-4000-3D 4000+94.97, 58.20' RT.NB I-25 38"x24" HERCES RIPRAP APRON D50=9" - SEE DRAINAGE DETAILS 23 GG-4 FES-GG-4001-2U 4001+27.36, 46.21' LT.NB I-25 18" RCES P-GG-4001-2 18" RCP 14' MH-GG-4001-1 4001+04.98, 46.10' LT.NB I-25 MH SLAB BASE 5' P-GG-4001-1 38"x24" HERCP 96' FES-GG-4001-1D 4001+05.02, 58.20' RT.NB I-25 38"x24" HERCES RIPRAP APRON D50=9" - SEE DRAINAGE DETAILS Segment 5M - RFC - CDOT - 10.19.2020Segment 5M - RFC - 11.3.2020RFC35 T W T TTTTTT HCL NB I-25 HCL EAST FRONTAGE RD ROWEASEMENT HCL SB I-25 FRONTAGE RD HCL WEST ROW ROW HCL SB POE ON-RAMP HCL NB POE OFF-RAMP TRANSITION 11 FOR BARRIER SEE M-606-15 SHEET HCL ACCESS RD WFR 203 IRRIGATION CROSSING 8-IR-SD-002 HCL ACCESS RD EFR 139 KEY MAP PROSPECT RD BOXELDER CREEK 5 10 SH 14 PORT OF ENTRY 15 CACHE LA POUDRE RIVER GWRR HARMONY RD NOTES: LEGEND: WETLANDS DIRECTION OF TRAVEL 100'200'0'50' INFORMATION. SEE DRAINAGE PLAN FOR ADDITIONAL 4. DRAINAGE IS SHOWN FOR INFORMATION ONLY. ADDITIONAL INFORMATION. SEE SIGNING AND STRIPING PLAN FOR 3. STRIPING IS SHOWN FOR INFORMATION ONLY. 2. SEE PAVING PLAN FOR LIMITS OF PAVEMENT. STYLE CD WHICH IS AT THE EOP. ARE TO THE CENTERLINE OF BARRIER EXCEPT 1. STATIONS AND OFFSETS TO GUARDRAIL TYPE 9 SLOPE AND DITCH PAVING SA SA 6965+006970+003965+003970+00905+00910+00960+00940+00945+00949+38920+0060+80 60+00 130+00135+00140+00200 +00 205+0021 +69 20+00 NB I-25 SB I-25 PORT OF ENTRY SB ON-RAMP PORT OF ENTRY NB OFF-RAMP EAST FRONTAGE RD WEST FRONTAGE RD ANGLE POINTGUARDRAIL TYPE 3 SB POE ON-RAMP941+13.23, 19.00' LT 6964+03.61, 42.00' LT SB I-25=10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed10/19/2020Print Date: Horiz. Scale:1:100 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506DES_011_Roadway-Sheets-S5M.dgn HernanMT10/19/20202:14:36 AMSHEET 08DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\Design\Drawings\21506DES_011_Roadway-Sheets-S5M.dgnNumber Sheet DES B. Hearn M. Hernandez 18 NB & SB I-25 ROADWAY PLAN 18 HCL NB I-25MATCHLINE 3974+00HCL NB I-25MATCHLINE 3962+00 8 NOT FOR CONSTRUCTION Segment 5M - RFC - CDOT - 10.19.2020Segment 5M - RFC - 11.3.2020RFC36 T W T SA EEE30IN CSP SHOT AT INVERT HEADING EASTHEASDWALL IS DAMAGED30IN CSP ROUND, SHOT AT INVERT. HEADING WEST angles downSA SA SA SA 2550004 2550003 2550004_1 2550003_1 SA SA 28.34 E, 28.43 W 30IN PVC28.34 E, 28.43 W 30IN PVC 30" PVC IN EASTSA HCL NB I-25 HCL EAST FRONTAGE RD HCL SB I-25 HCL WEST FRONTAGE RD ROW ROW ROW HCL SB POE OFF-RAMP HCL NB POE ON-RAMP EASEMENT FOR BARRIER TRANSITION SEE M-606-15 SHEET 11 HCL ACCESS RD WFR 216 IRRIGATION CROSSING 8-IR-SD-003 DSRC SA 6975+006980+006985+003975+003980+003985+00925+00929+32929+32965+00970+00971+86971+86KEY MAP PROSPECT RD BOXELDER CREEK 5 10 SH 14 PORT OF ENTRY 15 CACHE LA POUDRE RIVER GWRR HARMONY RD NOTES: LEGEND: WETLANDS DIRECTION OF TRAVEL 100'200'0'50' INFORMATION. SEE DRAINAGE PLAN FOR ADDITIONAL 4. DRAINAGE IS SHOWN FOR INFORMATION ONLY. ADDITIONAL INFORMATION. SEE SIGNING AND STRIPING PLAN FOR 3. STRIPING IS SHOWN FOR INFORMATION ONLY. 2. SEE PAVING PLAN FOR LIMITS OF PAVEMENT. STYLE CD WHICH IS AT THE EOP. ARE TO THE CENTERLINE OF BARRIER EXCEPT 1. STATIONS AND OFFSETS TO GUARDRAIL TYPE 9 SLOPE AND DITCH PAVING SB I-25 NB I-25 PORT OF ENTRY SB OFF -RAMP DR EGATNORF TSAEBEGIN GUARDRAIL TYPE 3END ANCHORAGE TYPE 3D6976+92.49, 28.00' RT4' OFFSET SHOULDER STRIPEGUARDRAIL TYPE 33982+72.76, 74.32' RTFLARED)END ANCHORAGE (NON END GUARDRAIL TYPE 36979+30.02, 28.00' RTWEST FRONTAGE RD PORT OF ENTRY NB ON RAMP GUARDRAIL ANGLE POINT971+62.75, 19.00' LT6983+80.14, 42.00' LT=GUARDRAIL ANGLE POINT928+30.96, 19.00' RT3981+32.56, 42.00' RT =10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed10/19/2020Print Date: Horiz. Scale:1:100 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506DES_011_Roadway-Sheets-S5M.dgn HernanMT10/19/20202:14:39 AMSHEET 09DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\Design\Drawings\21506DES_011_Roadway-Sheets-S5M.dgnNumber Sheet DES B. Hearn M. Hernandez 18 NB & SB I-25 ROADWAY PLAN 18 HCL NB I-25MATCHLINE 3974+00HCL NB I-25MATCHLINE 3986+00 9 NOT FOR CONSTRUCTION Segment 5M - RFC - CDOT - 10.19.2020Segment 5M - RFC - 11.3.2020RFC37 EE T WWWW ST WWW E T EWWW E T EEE WWW E T EST 24IN RCP ROUND IN, FROM EAST. SHOT AT INVERT24IN RCP ROUND OUT, DIP AT 9.04FT TO SILT HEADING WEST30IN CSP ROUND, SHOT AT INVERT. HEADING WEST48IN RPC ROUND WITH STEEL LID.HCL NB I-25 HCL WEST FRONTAGE RD ROW ROW EASEMENT HCL SB I-25 IRRIGATION CROSSING 8-IR-SD-004 EASEMENT 6990+006995+003990+003995+00220+00225+00230+00KEY MAP PROSPECT RD BOXELDER CREEK 5 10 SH 14 PORT OF ENTRY 15 CACHE LA POUDRE RIVER GWRR HARMONY RD NOTES: LEGEND: WETLANDS DIRECTION OF TRAVEL 100'200'0'50' INFORMATION. SEE DRAINAGE PLAN FOR ADDITIONAL 4. DRAINAGE IS SHOWN FOR INFORMATION ONLY. ADDITIONAL INFORMATION. SEE SIGNING AND STRIPING PLAN FOR 3. STRIPING IS SHOWN FOR INFORMATION ONLY. 2. SEE PAVING PLAN FOR LIMITS OF PAVEMENT. STYLE CD WHICH IS AT THE EOP. ARE TO THE CENTERLINE OF BARRIER EXCEPT 1. STATIONS AND OFFSETS TO GUARDRAIL TYPE 9 SLOPE AND DITCH PAVING 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed10/19/2020Print Date: Horiz. Scale:1:100 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506DES_011_Roadway-Sheets-S5M.dgn HernanMT10/19/20202:14:42 AMSHEET 10DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\Design\Drawings\21506DES_011_Roadway-Sheets-S5M.dgnNumber Sheet DES B. Hearn M. Hernandez 18 NB & SB I-25 ROADWAY PLAN SB I-25 NB I-25 WEST FRONTAGE RD END ANCHORAGE (NON FLARED)SHOULDER STRIPE4' OFFSET EXISTING END GUARDRAIL TYPE 33993+81.63, 87.57' RTBEGIN GUARDRAIL TYPE 3END ANCHORAGE TYPE 3D6993+92.47, 28.00' RTEND ANCHORAGE (NONFLARED)END GUARDRAIL TYPE 36996+68.06, 28.00' RTEASEMENTHCL NB I-25MATCHLINE 3986+00HCL NB I-25MATCHLINE 3998+0010 Segment 5M - RFC - CDOT - 10.19.2020Segment 5M - RFC - 11.3.2020RFC38 SASA T W WW WTT SASA THCL NB I-25 HCL SB I-25 HCL WEST FRONTAGE RD ROW ROW EASEMENT FILL HAS BEEN REACHED UNTIL SOLUTION FOR INCREASED OVER PORTION OF EXISTING CBC NO WORK SHALL BE COMPLETED IRRIGATION CROSSING 8-IR-SD-001 7000+007005+007010+004000+004005+004010+00235+00240+00KEY MAP PROSPECT RD BOXELDER CREEK 5 10 SH 14 PORT OF ENTRY 15 CACHE LA POUDRE RIVER GWRR HARMONY RD NOTES: LEGEND: WETLANDS DIRECTION OF TRAVEL 100'200'0'50' INFORMATION. SEE DRAINAGE PLAN FOR ADDITIONAL 4. DRAINAGE IS SHOWN FOR INFORMATION ONLY. ADDITIONAL INFORMATION. SEE SIGNING AND STRIPING PLAN FOR 3. STRIPING IS SHOWN FOR INFORMATION ONLY. 2. SEE PAVING PLAN FOR LIMITS OF PAVEMENT. STYLE CD WHICH IS AT THE EOP. ARE TO THE CENTERLINE OF BARRIER EXCEPT 1. STATIONS AND OFFSETS TO GUARDRAIL TYPE 9 SLOPE AND DITCH PAVING 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed10/19/2020Print Date: Horiz. Scale:1:100 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506DES_011_Roadway-Sheets-S5M.dgn HernanMT10/19/20202:14:44 AMSHEET 11DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\Design\Drawings\21506DES_011_Roadway-Sheets-S5M.dgnNumber Sheet DES B. Hearn M. Hernandez 18 NB & SB I-25 ROADWAY PLAN NB I-25 SB I-25 WEST FRONTAGE RD BEGIN GUARDRAIL TYPE 3END ANCHORAGE TYPE 3D7003+72.97, 42.00' LTCABLE BARRIER ANGLE POINT3999+63.62, 32.00' LTCABLE BARRIER ANGLE POINT4000+13.15, 35.41' LTBEGIN GUARDRAIL TYPE 3END ANCHORAGE (NON FLARED)4000+63.13, 28.00' LTEND ANCHORAGE TYPE 3DEND GUARDRAIL TYPE 34003+62.47, 28.00' LTSHOULDER STRIPE4' OFFSET EXISTING BEGIN GUARDRAIL TYPE 3END ANCHORAGE (NON FLARED)4004+29.71, 99.18' RTEND ANCHORAGE CABLE BARRIER END CABLE BARRIER4000+63.10, 35.41' LTEND ANCHORAGECABLE BARRIER BEGIN CABLE BARRIER7000+34.45, 32.00' RTBEGIN CABLE BARRIEREND ANCHORAGECABLE BARRIER 4009+22.63, 32.00' LTHCL NB I-25MATCHLINE 3998+00HCL NB I-25MATCHLINE 4010+0011 NOT FOR CONSTRUCTION Segment 5M - RFC - CDOT - 10.19.2020Segment 5M - RFC - 11.3.2020RFC39 PROPOSED GRADE LINE EXISTING GROUND SB OUTSIDE EOP PGL & PIVOT POINT SB I-25 SB INSIDE EOP IRRIGATION CROSSING 8-IR-SD-002 EXISTING GROUND PROPOSED GRADE LINE NB INSIDE EOP PGL & PIVOT POINT NB I-25 NB OUTSIDE EOP IRRIGATION CROSSING 8-IR-SD-002 KEY MAP PROSPECT RD BOXELDER CREEK 5 10 SH 14 15 CACHE LA POUDRE RIVER GWRR HARMONY RD PORT OF ENTRY 100'200'0'50' 0' 50' 25' 6962+13 6963+00 6964+00 6965+00 6966+00 6967+00 6968+00 6969+00 6970+00 6971+00 6972+00 6973+00 6974+00 6974+15e=+2.00%e=-2.00%e=+2.00%e=-2.00% 4800 4850 4900 4950 50005000 4800 4850 4900 4950 50005000 VPC=6964+68.39EL.=4901.61'VPI=6967+08.03EL.=4902.81'VPT=6969+47.67EL.=4901.01'VPC=6973+88.89EL.=4897.71'V.C. = 479.28' SSD = 1104' K = 384.00 V.C. = 300.00' K = 240.36 MDS = 80 MPH MDS = 80 MPH 0.50%-0.75% 3962+00 3963+00 3964+00 3965+00 3966+00 3967+00 3968+00 3969+00 3970+00 3971+00 3972+00 3973+00 3974+003962+00 3963+00 3964+00 3965+00 3966+00 3967+00 3968+00 3969+00 3970+00 3971+00 3972+00 3973+00 3974+00e=-2.00%e=+2.00%e=+2.00%e=-2.00% 4800 4850 4900 4950 50005000 4800 4850 4900 4950 50005000 4800 4850 4900 4950 50005000 4800 4850 4900 4950 50005000 VPC=3964+55.80EL.=4901.61'VPI=3966+96.02EL.=4902.81'VPT=3969+36.25EL.=4901.01'VPC=3973+73.09EL.=4897.72'V.C. = 480.45' SSD = 1103' K = 384.00 V.C. = 300.46' K = 240.00 MDS = 80 MPH MDS = 80 MPH 0.50%-0.75% 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed11/3/2020Print Date: Horiz. Scale:1:100 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506DES_012-Profile-Sheets-S5M.dgn HernanMT11/3/20208:50:22 PMSHEET 08DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\Design\Drawings\21506DES_012-Profile-Sheets-S5M.dgnNumber Sheet 17 PRO B. Hearn R. Gallegos ROADWAY PROFILE NB & SB I-25 NB I-25 SB I-25 8 Segment 5M - RFC - 11.3.2020RFC40 EXIST ELECTRICEXIST ELECTRICEXIST ELECTRICEXIST SANITARYEXIST SANITARYEXISTING GROUND PROPOSED GRADE LINE SB OUTSIDE EOP PGL & PIVOT POINT SB I-25 SB INSIDE EOP DRAIN PIPE PROPOSED STORM IRRIGATION CROSSING 8-IR-SD-003 EXISTING GROUND PROPOSED GRADE LINE NB INSIDE EOP PGL & PIVOT POINT NB I-25 NB OUTSIDE EOP DRAIN PIPE PROPOSED STORM IRRIGATION CROSSING 8-IR-SD-003 KEY MAP PROSPECT RD BOXELDER CREEK 5 10 SH 14 15 CACHE LA POUDRE RIVER GWRR HARMONY RD PORT OF ENTRY 100'200'0'50' 0' 50' 25' 6974+15 6975+00 6976+00 6977+00 6978+00 6979+00 6980+00 6981+00 6982+00 6983+00 6984+00 6985+00 6986+00 6986+20e=+2.00%e=-2.00%e=+2.00%e=-2.00%4800 4850 4900 4950 50005000 4800 4850 4900 4950 50005000 VPI=6975+38.89EL.=4896.59'VPT=6976+88.89EL.=4897.34'V.C. = 300.00' K = 240.36 MDS = 80 MPH 0.50% 3974+00 3975+00 3976+00 3977+00 3978+00 3979+00 3980+00 3981+00 3982+00 3983+00 3984+00 3985+00 3986+003974+00 3975+00 3976+00 3977+00 3978+00 3979+00 3980+00 3981+00 3982+00 3983+00 3984+00 3985+00 3986+00e=-2.00%e=+2.00%e=+2.00%e=-2.00%4800 4850 4900 4950 50005000 4800 4850 4900 4950 50005000 4800 4850 4900 4950 50005000 4800 4850 4900 4950 50005000 VPI=3975+23.32EL.=4896.59'VPT=3976+73.55EL.=4897.34'V.C. = 300.46' K = 240.00 MDS = 80 MPH 0.50% 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed11/3/2020Print Date: Horiz. Scale:1:100 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506DES_012-Profile-Sheets-S5M.dgn HernanMT11/3/20208:50:24 PMSHEET 09DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\Design\Drawings\21506DES_012-Profile-Sheets-S5M.dgnNumber Sheet 17 PRO B. Hearn R. Gallegos ROADWAY PROFILE NB & SB I-25 NB I-25 SB I-25 9 Segment 5M - RFC - 11.3.2020RFC41 EXIST ELECTRICEXIST ELECTRICEXIST ELECTRICPROPOSED GRADE LINE EXISTING GROUND SB OUTSIDE EOP PGL & PIVOT POINT SB I-25 SB INSIDE EOP SB OUTSIDE EOP SB INSIDE EOP 8-IR-SD-004 IRRIGATION CROSSING EXISTING GROUND PROPOSED GRADE LINE NB INSIDE EOP PGL & PIVOT POINT NB I-25 NB OUTSIDE EOP 8-IR-SD-004 IRRIGATION CROSSING KEY MAP PROSPECT RD BOXELDER CREEK 5 10 SH 14 15 CACHE LA POUDRE RIVER GWRR HARMONY RD PORT OF ENTRY 100'200'0'50' 0' 50' 25' 4800 4850 4900 4950 50005000 4800 4850 4900 4950 50005000 6986+20 6987+00 6988+00 6989+00 6990+00 6991+00 6992+00 6993+00 6994+00 6995+00 6996+00 6997+00 6998+00 4800 4850 4900 4950 50005000 4800 4850 4900 4950 50005000 6986+20 6987+00 6988+00 6989+00 6990+00 6991+00 6992+00 6993+00 6994+00 6995+00 6996+00 6997+00 6998+00 6998+16e=+2.00%e=-2.00%e=+2.00%6992+95.27e=+2.00%6989+49.67e=-2.00%6992+95.27e=-2.00%6989+49.67e=+2.00%e=-2.00%VPC=6991+03.03EL.=4904.41'VPI=6993+25.03EL.=4905.52'VPT=6995+47.03EL.=4904.07'0.50%-0.65% V.C. = 444.00' SSD = 1158' K = 385.09 MDS = 80 MPH 4800 4850 4900 4950 50005000 4800 4850 4900 4950 50005000 3986+00 3987+00 3988+00 3989+00 3990+00 3991+00 3992+00 3993+00 3994+00 3995+00 3996+00 3997+00 3998+00 4800 4850 4900 4950 50005000 4800 4850 4900 4950 50005000 3986+00 3987+00 3988+00 3989+00 3990+00 3991+00 3992+00 3993+00 3994+00 3995+00 3996+00 3997+00 3998+00VPC=3990+19.49EL.=4904.07'VPI=3992+11.86EL.=4905.04'VPT=3994+04.23EL.=4904.07'0.50%-0.50% V.C. = 384.73' SSD = 1269' K = 384.00 MDS = 80 MPHe=-2.00%e=+2.00%e=+2.00%e=-2.00%10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed10/15/2020Print Date: Horiz. Scale:1:100 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506DES_012-Profile-Sheets-S5M.dgn mckinnol10/15/20201:13:45 PMSHEET 10DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\Design\Drawings\21506DES_012-Profile-Sheets-S5M.dgnNumber Sheet 17 PRO B. Hearn R. Gallegos ROADWAY PROFILE NB & SB I-25 SB I-25 NB I-25 10 Segment 5M - RFC - CDOT - 10.19.2020Segment 5M - RFC - 11.3.2020RFC42 EXIST ELECTRICEXIST ELECTRICEXIST ELECTRICPROPOSED GRADE LINE EXISTING GROUND PGL & PIVOT POINT SB I-25 SB INSIDE EOP SB OUTSIDE EOP DRAIN PIPE PROPOSED STORM 8-IR-SD-001 4'X4' CBC EXISTING GROUND PROPOSED GRADE LINE NB INSIDE EOP PGL & PIVOT POINT NB I-25 NB OUTSIDE EOP DRAIN PIPE PROPOSED STORM 8-IR-SD-001 4'X4' CBC KEY MAP PROSPECT RD BOXELDER CREEK 5 10 SH 14 15 CACHE LA POUDRE RIVER GWRR HARMONY RD PORT OF ENTRY 100'200'0'50' 0' 50' 25' 4800 4850 4900 4950 50005000 4800 4850 4900 4950 50005000 6998+16 6999+00 7000+00 7001+00 7002+00 7003+00 7004+00 7005+00 7006+00 7007+00 7008+00 7009+00 7010+00 4800 4850 4900 4950 50005000 4800 4850 4900 4950 50005000 6998+16 6999+00 7000+00 7001+00 7002+00 7003+00 7004+00 7005+00 7006+00 7007+00 7008+00 7009+00 7010+00 7010+20e=+2.00%e=-2.00%e=-2.00%e=+2.00%VPC=6999+41.15EL.=4901.50'VPI=7000+91.15EL.=4900.52'VPT=7002+41.15EL.=4901.27'-0.65%0.50% V.C. = 300.00' K = 260.20 MDS = 80 MPH 4800 4850 4900 4950 50005000 4800 4850 4900 4950 50005000 3998+00 3999+00 4000+00 4001+00 4002+00 4003+00 4004+00 4005+00 4006+00 4007+00 4008+00 4009+00 4010+00 4800 4850 4900 4950 50005000 4800 4850 4900 4950 50005000 3998+00 3999+00 4000+00 4001+00 4002+00 4003+00 4004+00 4005+00 4006+00 4007+00 4008+00 4009+00 4010+00VPC=3999+39.99EL.=4901.38'VPI=4000+90.56EL.=4900.63'VPT=4002+41.12EL.=4901.38'-0.50%0.50% V.C. = 301.13' K = 300.00 MDS = 80 MPHe=+2.00%e=-2.00%e=+2.00%e=-2.00%10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed10/15/2020Print Date: Horiz. Scale:1:100 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506DES_012-Profile-Sheets-S5M.dgn mckinnol10/15/20201:13:48 PMSHEET 11DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\Design\Drawings\21506DES_012-Profile-Sheets-S5M.dgnNumber Sheet 17 PRO B. Hearn R. Gallegos ROADWAY PROFILE NB & SB I-25 SB I-25 NB I-25 11 Segment 5M - RFC - CDOT - 10.19.2020Segment 5M - RFC - 11.3.2020RFC43 TBC4894.76HCL EAST FRONTAGE RD ROW ROW ROWPAVING LIMITS OF SLOPE EFR 100 HCL ACCESS EFR 103 HCL ACCESS WALL 3935R HCL NB I-25 NOTES: LEGEND: WETLANDS DIRECTION OF TRAVEL 100'200'0'50' INFORMATION. SEE DRAINAGE PLAN FOR ADDITIONAL 4. DRAINAGE IS SHOWN FOR INFORMATION ONLY. ADDITIONAL INFORMATION. SEE SIGNING AND STRIPING PLAN FOR 3. STRIPING IS SHOWN FOR INFORMATION ONLY. 2. SEE PAVING PLAN FOR LIMITS OF PAVEMENT. STYLE CD WHICH IS AT THE EOP. ARE TO THE CENTERLINE OF BARRIER EXCEPT 1. STATIONS AND OFFSETS TO GUARDRAIL TYPE 9 SLOPE AND DITCH PAVING GWRR KEY MAP PROSPECT RD BOXELDER CREEK SH 14 PORT OF ENTRY CACHE LA POUDRE RIVER GWRR HARMONY RD EXISTING GROUND e=-2.00%e=-2.00%RIGHT EOP LEFT EOP 4800 4850 4900 4950 5000 4800 4850 4900 4950 50005000 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00VPI=100+00.00EL.=4870.33'VPC=100+92.50EL.=4874.49'VPI=102+50.00EL.=4881.58'VPT=104+07.50EL.=4883.00'4.50% 0.90% V.C. = 315.00' SSD = 457' K = 87.50 PROPOSED GRADE LINE MDS = 50 MPHe=+2.00%EAST FRONTAGE ROAD PGL & PIVOT POINT e=-2.00% 101+94.26 e=+2.00% 101+94.26 102+08.66 e=-2.60% 102+08.66 e=+2.60% 104+92.07 104+92.07 e=+2.60% e=-2.60% 105+05.47 e=-2.00% 105+05.47 e=+2.00%e=+2.00%99+50 POB 30+00.00 POE 30+64.00 100+00105+00POB 100+00.00PC 101+96.18PT 105+04.55PC 107+45.4950+00 50+42 POB 50+00.00POE 50+42.50SS 100+00105+0050+00 50+42 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed10/19/2020Print Date: Horiz. Scale:1:100 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506DES_013.5&.7-P&P-Sheets-Frontage-S5M.dgn HernanMT10/19/20202:25:54 AMSHEET 01DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\Design\Drawings\21506DES_013.5&.7-P&P-Sheets-Frontage-S5M.dgnNumber Sheet PNP B. Hearn R. Gallegos 24 EAST FRONTAGE RD ROADWAY PLAN & PROFILE EAST FRONTAGE RD NB I-25 PARALLEL TO FACE OF WALLBEGIN GUARDRAIL TYPE 9 (CD)103+72.46, 16.62' LTSTYLE CA TO STYLE CDTRANSITION GUARDRAIL TYPE 9 END GUARDRAIL TYPE 9 (CA)103+50.08, 17.00' LTIMPACT ATTENUATORBEGIN GUARDRAIL TYPE 9 (CA)100+24.96, 17.00' LT3935+003940+00 6HCL EAST FRONTAGE ROADMATCHLINE 108+00Segment 5M - RFC - CDOT - 10.19.2020Segment 5M - RFC - 11.3.2020RFC44 EXIST FIBER OPTICSEXIST GASEEEHCL NB I-25 ROW HCL EAST FRONTAGE RD DITCH FLOWLINE ELEVATIONS. SEE DRAINAGE PLANS FOR DESIGN NORTH AT A 0.30% MIN. SLOPE. A FLOWLINE DRAINING TO THE AND GUARDRAIL SHALL HAVE SLOPE PAVING BETWEEN WALL EFR 113 HCL ACCESS 8-IR-SD-002 IRRIGATION DITCH WALL 3935R 7HCL EAST FRONTAGE ROADMATCHLINE 108+00HCL EAST FRONTAGE ROADMATCHLINE 118+00NOTES: LEGEND: WETLANDS DIRECTION OF TRAVEL 100'200'0'50' INFORMATION. SEE DRAINAGE PLAN FOR ADDITIONAL 4. DRAINAGE IS SHOWN FOR INFORMATION ONLY. ADDITIONAL INFORMATION. SEE SIGNING AND STRIPING PLAN FOR 3. STRIPING IS SHOWN FOR INFORMATION ONLY. 2. SEE PAVING PLAN FOR LIMITS OF PAVEMENT. STYLE CD WHICH IS AT THE EOP. ARE TO THE CENTERLINE OF BARRIER EXCEPT 1. STATIONS AND OFFSETS TO GUARDRAIL TYPE 9 SLOPE AND DITCH PAVING GWRR KEY MAP PROSPECT RD BOXELDER CREEK SH 14 PORT OF ENTRY CACHE LA POUDRE RIVER GWRR HARMONY RD 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed10/19/2020Print Date: Horiz. Scale:1:100 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506DES_013.5&.7-P&P-Sheets-Frontage-S5M.dgn HernanMT10/19/20202:25:57 AMSHEET 02DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\Design\Drawings\21506DES_013.5&.7-P&P-Sheets-Frontage-S5M.dgnNumber Sheet PNP B. Hearn R. Gallegos 24 EAST FRONTAGE RD ROADWAY PLAN & PROFILETPOB 40+00.00 PC 40+23.79 P T 4 0 + 5 1. 9 9 P OE 4 0 + 7 4 . 8 8110+00115+00PT 109+28.80PC 110+95.89PT 112+79.20EAST FRONTAGE RD NB I-25 BEGIN GUARDRAIL TYPE 3110+11.52', 18.00' LTSTYLE CD TO STYLE CATRANSITION GUARDRAIL TYPE 9 END GUARDRAIL TYPE 9 (CD)108+63.37, 18.16' LTBEGIN GUARDRAIL TYPE 9 (CA)108+85.78, 19.00' LTTRANSITION TYPE 3GEND GUARDRAIL TYPE 9 (CA)109+86.61, 19.00' LTPROPOSED GRADE LINE EXISTING GROUND 4800 4850 4900 4950 50005000 4800 4850 4900 4950 50005000 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00e=-2.00%RIGHT EOP EAST FRONTAGE ROAD PGL & PIVOT POINT LEFT EOP e=-2.00%110+09.49 e=+2.00% 110+09.49 e=-2.00% 111+05.49 e=-2.00% 111+05.49 e=+2.00% RIGHT EOP LEFT EOP e=+2.00% 112+69.60 e=-2.00% 113+65.60 RIGHT & LEFT EOPe=+2.00%VPC=113+47.50EL.=4891.46'VPI=115+60.00EL.=4893.37'VPT=117+72.50EL.=4894.43'0.90% 0.50% V.C. = 425.00' SSD = 2910' K = 1062.50 MDS = >50 MPH3945+003950+00Segment 5M - RFC - CDOT - 10.19.2020Segment 5M - RFC - 11.3.2020RFC45 EXIST GASW T EEEHCL EAST FRONTAGE RD ROW HCL NB I-25 HCL STABLE DR ROW 8-IR-SD-002 IRRIGATION DITCH 8HCL EAST FRONTAGE ROADMATCHLINE 128+00HCL EAST FRONTAGE ROADMATCHLINE 118+003955+00NOTES: LEGEND: WETLANDS DIRECTION OF TRAVEL 100'200'0'50' INFORMATION. SEE DRAINAGE PLAN FOR ADDITIONAL 4. DRAINAGE IS SHOWN FOR INFORMATION ONLY. ADDITIONAL INFORMATION. SEE SIGNING AND STRIPING PLAN FOR 3. STRIPING IS SHOWN FOR INFORMATION ONLY. 2. SEE PAVING PLAN FOR LIMITS OF PAVEMENT. STYLE CD WHICH IS AT THE EOP. ARE TO THE CENTERLINE OF BARRIER EXCEPT 1. STATIONS AND OFFSETS TO GUARDRAIL TYPE 9 SLOPE AND DITCH PAVING GWRR KEY MAP PROSPECT RD BOXELDER CREEK SH 14 PORT OF ENTRY CACHE LA POUDRE RIVER GWRR HARMONY RD 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed10/19/2020Print Date: Horiz. Scale:1:100 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506DES_013.5&.7-P&P-Sheets-Frontage-S5M.dgn HernanMT10/19/20202:25:59 AMSHEET 03DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\Design\Drawings\21506DES_013.5&.7-P&P-Sheets-Frontage-S5M.dgnNumber Sheet PNP B. Hearn R. Gallegos 24 EAST FRONTAGE RD ROADWAY PLAN & PROFILEPO B 10+00.00PO E 11+15.26120+00125+00PC 118+58.98PT 120+68.84PC 121+22.87PT 125+16.96S M S1 S1 M T S1 S1 S1 S1 EAST FRONTAGE RD NB I-25 A RB E E L N STABLE DRTRANSITION TYPE 3J END ANCHORAGE TYPE 3K 121+39.50, 46.81' RT INSTALLATIONRESTRICTIVE ROADSIDE BEGIN GUARDRAIL TYPE 3(NON FLARED)END ANCHORAGE 119+33.74, 16.00' RTINSTALLATIONRESTRICTIVE ROADSIDE TRANSITION TYPE 3JEND GUARDRAIL TYPE 3121+09.04, 16.00' RTPROPOSED GRADE LINE EXISTING GROUND 4800 4850 4900 4950 50005000 4800 4850 4900 4950 50005000 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 0.50%e=-2.00%EAST FRONTAGE ROAD PGL & PIVOT POINT 127+38.23 e=-2.00%RIGHT & LEFT EOP RIGHT EOP LEFT EOP3955+003960+00Segment 5M - RFC - CDOT - 10.19.2020Segment 5M - RFC - 11.3.2020RFC46 TTTTTT HCL NB I-25 ROW ROW HCL POE NB 8-IR-SD-002 IRRIGATION DITCH FRONTAGE RD HCL EAST 9HCL EAST FRONTAGE ROADMATCHLINE 138+00HCL EAST FRONTAGE ROADMATCHLINE 128+00NOTES: LEGEND: WETLANDS DIRECTION OF TRAVEL 100'200'0'50' INFORMATION. SEE DRAINAGE PLAN FOR ADDITIONAL 4. DRAINAGE IS SHOWN FOR INFORMATION ONLY. ADDITIONAL INFORMATION. SEE SIGNING AND STRIPING PLAN FOR 3. STRIPING IS SHOWN FOR INFORMATION ONLY. 2. SEE PAVING PLAN FOR LIMITS OF PAVEMENT. STYLE CD WHICH IS AT THE EOP. ARE TO THE CENTERLINE OF BARRIER EXCEPT 1. STATIONS AND OFFSETS TO GUARDRAIL TYPE 9 SLOPE AND DITCH PAVING GWRR KEY MAP PROSPECT RD BOXELDER CREEK SH 14 PORT OF ENTRY CACHE LA POUDRE RIVER GWRR HARMONY RD 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed10/19/2020Print Date: Horiz. Scale:1:100 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506DES_013.5&.7-P&P-Sheets-Frontage-S5M.dgn HernanMT10/19/20202:26:02 AMSHEET 04DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\Design\Drawings\21506DES_013.5&.7-P&P-Sheets-Frontage-S5M.dgnNumber Sheet PNP B. Hearn R. Gallegos 24 EAST FRONTAGE RD ROADWAY PLAN & PROFILE130+00135+00PC 128+51.51PT 130+51.42PC 132+14.98PCC 133+86.75POB 20+00.00 S S S S S S PORT OF ENTRY NB OFF-RAMP EAST FRONTAGE RD NB I-25 END ANCHORAGE (NONFLARED)END GUARDRAIL TYPE 3133+86.80, 18.00' LTEXISTING GROUND PROPOSED GRADE LINE 4800 4850 4900 4950 50005000 4800 4850 4900 4950 50005000 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 EAST FRONTAGE ROAD PGL & PIVOT POINT e=-2.00%128+67.83 e=-3.40% 128+67.83 e=+3.40%128+34.23e=-2.00%130+35.10 e=-3.40% 130+35.10 e=+3.40% 131+64.70 e=-2.00% 131+64.70 e=+2.00%132+05.28e=-2.00%132+05.28e=-2.00%132+29.38 e=-3.00% 132+29.38 e=+3.00% 133+72.35 e=-3.00% 133+72.35 e=+3.00% 133+96.35 e=-2.00% 133+96.35 e=+2.00% LEFT EOP RIGHT EOP 134+92.35 e=-2.00% RIGHT & LEFT EOP RIGHT EOP LEFT EOP DRAIN PIPE PROPOSED STORM VPC=131+25.00EL.=4901.19'VPI=132+00.00EL.=4901.57'VPT=132+75.00EL.=4901.01'0.50%-0.75% V.C. = 150.00' SSD = 938' K = 120.00 MDS = >50 MPH 8-IR-SD-002 IRRIGATION CROSSING3965+003970+00Segment 5M - RFC - CDOT - 10.19.2020Segment 5M - RFC - 11.3.2020RFC47 EXIST FIBER OPTICSEXIST SANITARYT T EEEHEASDWALL IS DAMAGED30IN CSP ROUND, SHOT AT INVERT. HEADING WEST angles downSASA 2550004 2550004_1 SA28.34 E, 28.43 W 30IN PVC28.34 E, 28.43 W 30IN PVC ROW HCL NB I-25 ROW HCL NB POE DEdfewfwae fe FRONTAGE RD HCL EAST RD 139 HCL ACCESS 10HCL EAST FRONTAGE ROADMATCHLINE 138+00POB 20+00.00 NOTES: LEGEND: WETLANDS DIRECTION OF TRAVEL 100'200'0'50' INFORMATION. SEE DRAINAGE PLAN FOR ADDITIONAL 4. DRAINAGE IS SHOWN FOR INFORMATION ONLY. ADDITIONAL INFORMATION. SEE SIGNING AND STRIPING PLAN FOR 3. STRIPING IS SHOWN FOR INFORMATION ONLY. 2. SEE PAVING PLAN FOR LIMITS OF PAVEMENT. STYLE CD WHICH IS AT THE EOP. ARE TO THE CENTERLINE OF BARRIER EXCEPT 1. STATIONS AND OFFSETS TO GUARDRAIL TYPE 9 SLOPE AND DITCH PAVING GWRR KEY MAP PROSPECT RD BOXELDER CREEK SH 14 PORT OF ENTRY CACHE LA POUDRE RIVER GWRR HARMONY RD 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed10/19/2020Print Date: Horiz. Scale:1:100 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506DES_013.5&.7-P&P-Sheets-Frontage-S5M.dgn HernanMT10/19/20202:26:04 AMSHEET 05DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\Design\Drawings\21506DES_013.5&.7-P&P-Sheets-Frontage-S5M.dgnNumber Sheet PNP B. Hearn R. Gallegos 24 EAST FRONTAGE RD ROADWAY PLAN & PROFILE SA 140+00145+00149+11149+11PCC 140+51.90PT 142+41.34PC 143+87.63PT 145+76.21POE 149+10.59POB 20+00.00 PC 20+81.97 P T 21+68.6421+6920+00 SSSSS S S SSS1 EAST FRONTAGE RD NB I-25 PORT OF ENTRY NB ON-RAMP END ANCHORAGE (NONFLARED)BEGIN GUARDRAIL TYPE 3138+32.30, 18.00' LTGUARDRAIL ANGLE POINT147+12.04, 18.02' LTBEGIN GUARDRAIL TYPE 3END TRANSITION TYPE 3J139+66.88, 18.00' RTEND ANCHORAGE (NON-FLARED)END GUARDRAIL TYPE 3145+76.21, 18.00' RTFRONTAGE ROAD LANE LINEBEGIN 4' OFFSET FROM GUARDRAIL ANGLE POINT148+80.09, 15.5' LT 3982+72.76, 74.32' RT=TRANSITION TYPE 3JEND ANCHORAGE TYPE 3K139+35.82, 41.67' RT8-IR-SD-003 IRRIGATION CROSSING e=-2.00%145+57.01 e=-4.00% 145+57.01 e=+4.00% 146+05.01 e=-2.00% 146+05.01 e=+2.00% 139+34.79 e=-2.00% RIGHT EOP RIGHT & LEFT EOP 4800 4850 4900 4950 50005000 4800 4850 4900 4950 50005000 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 144+06.83 e=+4.00% e=-4.00% 144+06.83 142+24.06 e=+3.60% 142+24.06 e=-3.60%RIGHT EOP LEFT EOP e=+2.00%EXISTING GROUND PROPOSED GRADE LINE 140+30.79 e=-2.00% 140+30.79 e=+2.00% 140+69.19 e=+3.60% 140+69.19 e=-3.60% LEFT EOP DRAIN PIPE PROPOSED STORM DRAIN PIPE PROPOSED STORM VPC=142+90.00EL.=4893.39'VPI=143+90.00EL.=4892.64'VPT=144+90.00EL.=4893.84'VPC=144+90.24EL.=4893.85'VPI=145+65.24EL.=4894.75'VPT=146+40.24EL.=4895.55'VPI=148+80.09EL.=4898.10'-0.75%1.20% 1.06% V.C. = 200.00' K = 102.56 V.C. = 150.00' SSD = 7981' K = 1098.90 MDS = >50 MPH MDS = >50 MPH 8-IR-SD-003 IRRIGATION CROSSING3975+003980+00Segment 5M - RFC - CDOT - 10.19.2020Segment 5M - RFC - 11.3.2020RFC48 EXIST FIBER OPTICSW T ROW ROW HCL SB I-25 HCL WEST FRONTAGE RD EASEMENT TEMPORARY 8-IR-SD-002 IRRIGATION CROSSING WFR 203 HCL ACCESS ENVIRONMENTAL MANAGER IS RECEIVED FROM THE RESOURCE AREA UNTIL APPROVAL NO WORK CAN OCCUR IN 4F 14HCL WEST FRONTAGE ROADMATCHLINE 208+00R-1 R-1 11.09.2020 RMCUPDATED WFR PROFILE NOTES: LEGEND: WETLANDS DIRECTION OF TRAVEL 100'200'0'50' INFORMATION. SEE DRAINAGE PLAN FOR ADDITIONAL 4. DRAINAGE IS SHOWN FOR INFORMATION ONLY. ADDITIONAL INFORMATION. SEE SIGNING AND STRIPING PLAN FOR 3. STRIPING IS SHOWN FOR INFORMATION ONLY. 2. SEE PAVING PLAN FOR LIMITS OF PAVEMENT. STYLE CD WHICH IS AT THE EOP. ARE TO THE CENTERLINE OF BARRIER EXCEPT 1. STATIONS AND OFFSETS TO GUARDRAIL TYPE 9 SLOPE AND DITCH PAVING GWRR KEY MAP PROSPECT RD BOXELDER CREEK SH 14 PORT OF ENTRY CACHE LA POUDRE RIVER GWRR HARMONY RD 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed11/9/2020Print Date: Horiz. Scale:1:100 Vert. Scale: As Noted Project No./Code File Name:21506DES_013.5&.7-P&P-Sheets-Frontage-S5M.dgn HernanMT11/9/20205:50:25 PMSHEET 06DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\Design\Drawings\21506DES_013.5&.7-P&P-Sheets-Frontage-S5M.dgnNumber Sheet PNP B. Hearn R. Gallegos NORTH I-25 EXPRESS LANES 24 WEST FRONTAGE RD ROADWAY PLAN & PROFILE SA 60+80 60+80.00 POE 60+00.00 POB 60+00 200+00 205+00PC 200+00 .00 PT 202+06.72PC 202+40.98PCC 204+06.32T SM SSSSWEST FRONTAGE RD PORT OF ENTRY SB ON-RAMP SB I-25 e=-2.00%e=-2.00%e=-2.00%e=+2.00% 200+75.00 PROPOSED GRADE LINE EXISTING GROUND RIGHT EOP LEFT EOP PGL & PIVOT POINT WEST FRONTAGE ROAD 8-IR-SD-002 IRRIGATION CROSSING 4800 4850 4900 4950 50005000 4800 4850 4900 4950 50005000 200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00EL.=4900.44'VPI=200+00.00EL.=4900.34'VPC=200+10.00EL.=4899.94'VPI=200+50.00EL.=4900.38'VPT=200+90.00EL.=4902.24'VPC=202+62.50EL.=4902.91'VPI=203+25.00EL.=4900.91'VPT=203+87.50EL.=4898.67'VPC=204+57.50EL.=4896.67'VPI=205+20.00EL.=4896.36'VPT=205+82.50EL.=4895.37'VPC=207+80.00-1.00% 1.08%-3.20% -0.50% K = 38.46 V.C. = 80.00' K = 29.21 V.C. = 125.00' K = 46.30 V.C. = 125.00' K = 192.31 V.C. = 250.00' MDS = >30 MPH SSD = 388' MDS = >30 MPH MDS = >30 MPH SSD = 315' MDS = >30 MPH6970+006975+0049 SA EXIST ELECTRICEXIST SANITARYW T SA 30IN CSP SHOT AT INVERT HEADING EASTSASA 2550003 2550003_1 SA30" PVC IN EAST HCL WEST FRONTAGE RD ROW HCL SB POE HCL SB I-25 GUARDRAIL TYPE 3 HCL WEST FRONTAGE RD ROW HCL SB I-25 WFR 216 HCL ACCESS EASEMENT TEMPORARY 8-IR-SD-003 IRRIGATION CROSSING DRAIN PIPE PROPOSED STORM PGL & PIVOT POINT WEST FRONTAGE ROAD RIGHT EOP LEFT EOP PROPOSED GRADE LINE EXISTING GROUND 8-IR-SD-003 IRRIGATION CROSSING 15HCL WEST FRONTAGE ROADMATCHLINE 218+00HCL WEST FRONTAGE ROADMATCHLINE 208+00R-1 11.09.2020 R-1 RMCUPDATED WFR PROFILE NOTES: LEGEND: WETLANDS DIRECTION OF TRAVEL 100'200'0'50' INFORMATION. SEE DRAINAGE PLAN FOR ADDITIONAL 4. DRAINAGE IS SHOWN FOR INFORMATION ONLY. ADDITIONAL INFORMATION. SEE SIGNING AND STRIPING PLAN FOR 3. STRIPING IS SHOWN FOR INFORMATION ONLY. 2. SEE PAVING PLAN FOR LIMITS OF PAVEMENT. STYLE CD WHICH IS AT THE EOP. ARE TO THE CENTERLINE OF BARRIER EXCEPT 1. STATIONS AND OFFSETS TO GUARDRAIL TYPE 9 SLOPE AND DITCH PAVING GWRR KEY MAP PROSPECT RD BOXELDER CREEK SH 14 PORT OF ENTRY CACHE LA POUDRE RIVER GWRR HARMONY RD 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed11/10/2020Print Date: Horiz. Scale:1:100 Vert. Scale: As Noted Project No./Code File Name:21506DES_013.5&.7-P&P-Sheets-Frontage-S5M.dgn HernanMT11/10/20205:13:19 PMSHEET 07DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\Design\Drawings\21506DES_013.5&.7-P&P-Sheets-Frontage-S5M.dgnNumber Sheet PNP B. Hearn R. Gallegos NORTH I-25 EXPRESS LANES 24 WEST FRONTAGE RD ROADWAY PLAN & PROFILE DSRC SA P O B 70 + 0 0. 0 0 POE 70+63.70210+00215+00PCC 208+90.67PRC 212+50.51PT 216+00.03SM S S S SS SSS SB I-25 WEST FRONTAGE RD PORT OF ENTRY SB OFF-RAMP6975+006980+006985+00e=-2.00%e=-2.00%e=+2.00%e=+2.00%4800 4850 4900 4950 50005000 4800 4850 4900 4950 50005000 208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00EL.=4894.75'VPI=209+05.00EL.=4895.75'VPT=210+30.00EL.=4897.08'VPC=211+97.00EL.=4897.40'VPI=212+37.00EL.=4897.60'VPT=212+77.000.80%0.50% K = 192.31 V.C. = 250.00' K = 266.67 V.C. = 80.00' MDS = >30 MPH SSD = 1479' MDS = >30 MPH 50 WWWW ST WWWWWWWWW ST 24IN RCP ROUND IN, FROM EAST. SHOT AT INVERT24IN RCP ROUND OUT, DIP AT 9.04FT TO SILT HEADING WEST48IN RPC ROUND WITH STEEL LID.HCL WEST FRONTAGE RD ROW HCL SB I-25 8-IR-SD-004 IRRIGATION CROSSING 16HCL WEST FRONTAGE ROADMATCHLINE 229+00HCL WEST FRONTAGE ROADMATCHLINE 218+00R-1 11.09.2020 R-1 RMCUPDATED WFR PROFILE NOTES: LEGEND: WETLANDS DIRECTION OF TRAVEL 100'200'0'50' INFORMATION. SEE DRAINAGE PLAN FOR ADDITIONAL 4. DRAINAGE IS SHOWN FOR INFORMATION ONLY. ADDITIONAL INFORMATION. SEE SIGNING AND STRIPING PLAN FOR 3. STRIPING IS SHOWN FOR INFORMATION ONLY. 2. SEE PAVING PLAN FOR LIMITS OF PAVEMENT. STYLE CD WHICH IS AT THE EOP. ARE TO THE CENTERLINE OF BARRIER EXCEPT 1. STATIONS AND OFFSETS TO GUARDRAIL TYPE 9 SLOPE AND DITCH PAVING GWRR KEY MAP PROSPECT RD BOXELDER CREEK SH 14 PORT OF ENTRY CACHE LA POUDRE RIVER GWRR HARMONY RD 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed11/9/2020Print Date: Horiz. Scale:1:100 Vert. Scale: As Noted Project No./Code File Name:21506DES_013.5&.7-P&P-Sheets-Frontage-S5M.dgn HernanMT11/9/20205:50:30 PMSHEET 08DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\Design\Drawings\21506DES_013.5&.7-P&P-Sheets-Frontage-S5M.dgnNumber Sheet PNP B. Hearn R. Gallegos NORTH I-25 EXPRESS LANES 24 WEST FRONTAGE RD ROADWAY PLAN & PROFILE220+00225+00PC 227+09.56T M S1 S1 8-IR-SD-004 IRRIGATION CROSSING PROPOSED GRADE LINE EXISTING GROUND LEFT EOP RIGHT EOP PGL & PIVOT POINT WEST FRONTAGE ROAD e=+2.00%e=-2.00%e=-2.00%e=+2.00%4800 4850 4900 4950 50005000 4800 4850 4900 4950 50005000 218+00 219+00 220+00 221+00 222+00 223+00 224+00 225+00 226+00 227+00 228+00 229+00EL.=4904.44'VPC=226+44.00EL.=4905.04'VPI=227+64.00EL.=4904.44'VPT=228+84.000.50%-0.50% K = 240.03 V.C. = 240.00' SSD = 1229' MDS = >30 MPH SB I-25 WEST FRONTAGE RD6985+006990+006995+0051 EXIST FIBER OPTICSEXIST ELECTRICEXIST FIBER OPTICSEXIST ELECTRICEE TT ETT EEE TT EHCL WEST FRONTAGE RD ROW HCL SB I-25 GUARDRAIL TYPE 3 HCL WEST FRONTAGE RD ROW HCL SB I-25 17HCL WEST FRONTAGE ROADMATCHLINE 238+00HCL WEST FRONTAGE ROADMATCHLINE 229+00R-1 11.09.2020 UPDATED PROFILE R-1 RMC NOTES: LEGEND: WETLANDS DIRECTION OF TRAVEL 100'200'0'50' INFORMATION. SEE DRAINAGE PLAN FOR ADDITIONAL 4. DRAINAGE IS SHOWN FOR INFORMATION ONLY. ADDITIONAL INFORMATION. SEE SIGNING AND STRIPING PLAN FOR 3. STRIPING IS SHOWN FOR INFORMATION ONLY. 2. SEE PAVING PLAN FOR LIMITS OF PAVEMENT. STYLE CD WHICH IS AT THE EOP. ARE TO THE CENTERLINE OF BARRIER EXCEPT 1. STATIONS AND OFFSETS TO GUARDRAIL TYPE 9 SLOPE AND DITCH PAVING GWRR KEY MAP PROSPECT RD BOXELDER CREEK SH 14 PORT OF ENTRY CACHE LA POUDRE RIVER GWRR HARMONY RD 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed11/9/2020Print Date: Horiz. Scale:1:100 Vert. Scale: As Noted Project No./Code File Name:21506DES_013.5&.7-P&P-Sheets-Frontage-S5M.dgn HernanMT11/9/20205:50:33 PMSHEET 09DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\Design\Drawings\21506DES_013.5&.7-P&P-Sheets-Frontage-S5M.dgnNumber Sheet PNP B. Hearn R. Gallegos NORTH I-25 EXPRESS LANES 24 WEST FRONTAGE RD ROADWAY PLAN & PROFILE230+00235+00T M SB I-25 WEST FRONTAGE RD EXISTING GROUND PROPOSED GRADE LINEe=+2.00%e=-2.00%PGL & PIVOT POINT WEST FRONTAGE ROAD LEFT EOP RIGHT EOP e=-2.00%e=+2.00%4800 4850 4900 4950 50005000 4800 4850 4900 4950 50005000 229+00 230+00 231+00 232+00 233+00 234+00 235+00 236+00 237+00 238+00EL.=4902.33'VPC=233+06.00EL.=4901.73'VPI=234+26.00EL.=4902.65'VPT=235+46.00-0.50%0.77% K = 188.99 V.C. = 240.00' MDS = >30 MPH7000+0052 EXIST ELECTRICEXIST ELECTRICEXIST ELECTRICW W W W HCL SB I-25 ROW HCL WEST FRONTAGE RD EASEMENT TEMPORARY 8-IR-SD-001 IRRIGATION CROSSING PROTECTED IN PLACE HIGH MAST ELECTRIC POLE 18HCL WEST FRONTAGE ROADMATCHLINE 238+00HCL WEST FRONTAGE ROADMATCHLINE 249+00R-1 11.09.2020 R-1 RMCUPDATED WFR PROFILE NOTES: LEGEND: WETLANDS DIRECTION OF TRAVEL 100'200'0'50' INFORMATION. SEE DRAINAGE PLAN FOR ADDITIONAL 4. DRAINAGE IS SHOWN FOR INFORMATION ONLY. ADDITIONAL INFORMATION. SEE SIGNING AND STRIPING PLAN FOR 3. STRIPING IS SHOWN FOR INFORMATION ONLY. 2. SEE PAVING PLAN FOR LIMITS OF PAVEMENT. STYLE CD WHICH IS AT THE EOP. ARE TO THE CENTERLINE OF BARRIER EXCEPT 1. STATIONS AND OFFSETS TO GUARDRAIL TYPE 9 SLOPE AND DITCH PAVING GWRR KEY MAP PROSPECT RD BOXELDER CREEK SH 14 PORT OF ENTRY CACHE LA POUDRE RIVER GWRR HARMONY RD 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed11/9/2020Print Date: Horiz. Scale:1:100 Vert. Scale: As Noted Project No./Code File Name:21506DES_013.5&.7-P&P-Sheets-Frontage-S5M.dgn HernanMT11/9/20205:50:35 PMSHEET 10DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\Design\Drawings\21506DES_013.5&.7-P&P-Sheets-Frontage-S5M.dgnNumber Sheet PNP B. Hearn R. Gallegos NORTH I-25 EXPRESS LANES 24 WEST FRONTAGE RD ROADWAY PLAN & PROFILEVTMSDS R C240+00245+00PCC 238+52.02PRC 239+81.14PRC 241+08.44PRC 242+18.06PT 243+11.43PC 243+60.08PCC 244+74.47T T M SM T T M WEST FRONTAGE RDBEGIN GUARDRAIL TYPE 3 END ANCHORAGE (FLARED)241+16.42, 14.00' LTEND GUARDRAIL TYPE 3 END ANCHORAGE (FLARED)242+84.60, 14.00' LTSB I-25 8-IR-SD-001 IRRIGATION CROSSING LEFT EOP PGL & PIVOT POINT WEST FRONTAGE ROAD RIGHT EOP e=+2.00%e=-2.00%PROPOSED GRADE LINE EXISTING GROUND e=-2.00%e=+2.00%4800 4850 4900 4950 50005000 4800 4850 4900 4950 50005000 238+00 239+00 240+00 241+00 242+00 243+00 244+00 245+00 246+00 247+00 248+00 249+00EL.=4907.23'VPC=241+40.00EL.=4907.81'VPI=242+15.00EL.=4906.49'VPT=242+90.00EL.=4904.74'VPC=243+90.00EL.=4902.99'VPI=244+90.00EL.=4902.49'VPT=245+90.000.77%-1.75% -0.50% K = 59.52 V.C. = 150.00' K = 160.00 V.C. = 200.00' MDS = >30 MPH SSD = 615' MDS = >30 MPH7005+007010+007015+0053 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed10/19/2020Print Date: Horiz. Scale:1:1 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506ENV_002-EnvNotes-Sheets-S5M.dgn HernanMT10/19/20201:38:39 AMSheet 01DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\Environ-Landscape\Drawings\Environmental\21506ENV_002-EnvNotes-Sheets-S5M.dgnNumber Sheet S. Epstein L. Moreland ENV 8 NOTES ENVIRONMENTAL PLAN 1 Segment 5M - RFC - CDOT - 10.19.2020Segment 5M - RFC - 11.3.2020RFC54 All (Interim or Final) erosion control measures will follow CDOTs MS4 permit requirements. Installed items will be chosen from the M-208 standards provided by the state and tracked in a live document available at the I-25 North Design-Build office upon request. All changes to the standards will follow the I-25 North Design-Build process. 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed10/19/2020Print Date: Horiz. Scale:1:1 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506ENV_002-EnvNotes-Sheets-S5M.dgn HernanMT10/19/20201:38:48 AMSheet 02DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\Environ-Landscape\Drawings\Environmental\21506ENV_002-EnvNotes-Sheets-S5M.dgnNumber Sheet S. Epstein L. Moreland ENV 8 NOTES ENVIRONMENTAL PLAN 2 Segment 5M - RFC - CDOT - 10.19.2020Segment 5M - RFC - 11.3.2020RFC55 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed10/19/2020Print Date: Horiz. Scale:1:1 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506ENV_002-EnvNotes-Sheets-S5M.dgn HernanMT10/19/20201:38:58 AMSheet 03DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\Environ-Landscape\Drawings\Environmental\21506ENV_002-EnvNotes-Sheets-S5M.dgnNumber Sheet S. Epstein L. Moreland ENV 8 NOTES ENVIRONMENTAL PLAN 3 Segment 5M - RFC - CDOT - 10.19.2020Segment 5M - RFC - 11.3.2020RFC56 W W E TBC4894.766930+006935+006940+006945+006950+006955+006960+006965+006970+006975+006980+003930+003935+003940+003945+003950+003955+003960+003965+003970+003975+003980+00PROSPECT RD BOXELDER CREEK SH 14 PORT OF ENTRY CACHE LA POUDRE RIVER GWRR NO WORK ALLOWED IN HISTORICAL OR ARCHEOLOGICAL AREAS UNTIL APPROVED BY THE ENVIRONMENTAL MANAGER WETLANDS AREA BOXELDER FLOODPLAIN 500'0'250'1000' HISTORICAL RESOURCE AREA LEGEND KEY MAP HARMONY RD CACHE LA POUDRE FLOODPLAIN SECTION 4(f) RESOURCE ARCHEOLOGICAL RESOURCE AREA 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed10/19/2020Print Date: Horiz. Scale:1:500 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506ENV_003-Env Resource-S5M.dgn HernanMT10/19/20201:39:10 AMSHEET 02DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\Environ-Landscape\Drawings\Environmental\21506ENV_003-Env Resource-S5M.dgnNumber Sheet B. Hearn L. Moreland ENV 8 CULTURAL RESOURCES ENVIRONMENTAL PLAN ROWHCL NB I-25MATCHLINE 3929+00HCL NB I-25MATCHLINE 3983+00 5 I-25 NB I-25 SB EAST FRONTAGE RD ROW WEST FRONTAGE RD PORT OF ENTRY PORT OF ENTRY GWRR ENVIRONMENTAL MANAGER SCOTT EPSTEIN - NO WORK UNTIL APPROVAL FROM ARCHERY RANGE, SECITON 4(f) RESOURCE Segment 5M - RFC - CDOT - 10.19.2020Segment 5M - RFC - 11.3.2020RFC57 EE SASA PROSPECT RD BOXELDER CREEK SH 14 PORT OF ENTRY CACHE LA POUDRE RIVER GWRR NO WORK ALLOWED IN HISTORICAL OR ARCHEOLOGICAL AREAS UNTIL APPROVED BY THE ENVIRONMENTAL MANAGER WETLANDS AREA BOXELDER FLOODPLAIN 500'0'250'1000' HISTORICAL RESOURCE AREA LEGEND KEY MAP HARMONY RD CACHE LA POUDRE FLOODPLAIN SECTION 4(f) RESOURCE ARCHEOLOGICAL RESOURCE AREA 10601 West 10th Street Phone: Greeley, CO 80634 (970)-350-2205 FAX: (970)339-9530 Colorado Department of Transportation Region 4 CJS Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer:21506 IM 0253-255 Subset Sheets:of Init.CommentsDate: Sheet Revisions As Constructed10/19/2020Print Date: Horiz. Scale:1:500 Vert. Scale: As Noted Project No./Code File Name: NORTH I-25 EXPRESS LANES 21506ENV_003-Env Resource-S5M.dgn HernanMT10/19/20201:39:12 AMSHEET 03DGN MODEL:pw:\\rsandh-pw.bentley.com:rsandh-pw-01\Documents\Transportation\Projects\21506 - North I-25 (CDOT)\MIRA\SEG 5\Environ-Landscape\Drawings\Environmental\21506ENV_003-Env Resource-S5M.dgnNumber Sheet B. Hearn L. Moreland ENV 8 CULTURAL RESOURCES ENVIRONMENTAL PLAN ROW PP14110 19PP5401 0028PP1411018 PP540 10027PP141 10176985+006990+006995+007000+007005+007010+007015+007020+007025+007030+007035+003985+003990+003995+004000+004005+004010+004015+004020+004025+004030+004035+00ROW PROSPECT RDHCL NB I-25MATCHLINE 3983+00HCL NB I-25MATCHLINE 4037+00 6 WEST FRONTAGE RD O FF -R AM P P R O SP E C T N B ON-RAMPPROSPECT SB ROW I-25 SB I-25 NB Segment 5M - RFC - CDOT - 10.19.2020Segment 5M - RFC - 11.3.2020RFC58 Com uter File Information Creation Date: 07 /31/19 Designer Initials: JBK Last Modification Date: 07 /31/19 Detailer Initials: LT A A SIGN LIMIT OF BERM 1-PF--PF PF--PF--PF .... a. I l:l:: T I .... 15 FT. a. MIN. I I .... a. PF f---9 FT. MIN. ----l EXCAVATED ANO CONTAINMENT AREA RAMP ~3:1 TRUCK ACCESS PLAN VIEW TEMPORARY BERM 2:1 (TYP.) 1---FENCE (PLASTIC) .... a. 4 FT. I MIN. .... a. I A .... a. .... a. PF~ 5 FT. EXCAVATED AREA EXISTING GROUND MIN. ~~N'.N. _ _l ___ _ IMPERMEABLE SYNTHETIC LINER AS NEEDED (SEE NOTE 4) MAXIMUM STORAGE IS 2/3 OF VOLUME AREA SECTION A-A NOTES: I. A FENCE (PLASTIC) CONFORMING TO SECTION 607 SHALL BE INSTALLED AROUND THE CONCRETE WASHOUT AREA,EXCEPT AT THE OPENING. 2. THE CONCRETE WASHOUT SIGN SHALL HAVE LETTERS AT LEAST 3 INCHES HIGH AND CONFORM TO SUBSECTION 630.02. 3. ALL MATERIALS AND LABOR TO COMPLETE THE CONCRETE WASHOUT STRUCTURE SHALL BE INCLUDED IN THE COST OF WORK AND NOT PAID FOR SEPARATELY. 4. THE BOTTOM OF EXCAVATION SHALL BE A MINIMUM OF FIVE FEET ABOVE GROUND WATER. IF NOT, THE BOTTOM OF EXCAVATION SHALL BE IN ACCORDANCE WITH 208.02 (j). 5. THE PAY ITEM NUMBER FOR CONCRETE WASHOUT STRUCTURE (EACH) IS 208-00045. CONCRETE WASHOUT STRUCTURE Colorado Department of Transportation Sheet Revisions Date: Comments Q 2829 West Howard Place C R-X l 1----1--------------1 CDOT HQ, 3rd Floor I EXISTING GROUND I B AGGREGATE (SEE NOTE I) PLAN VIEW EXISTING PAVEMENT * SHALL EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION . EXISTING I 70 FT. MIN. I "O~ "'-<;: '·-~ · .. ~".. . GEDTEXTILE EROSION CONTROL (CLASS 2) ELEVATION SECTION 112 FT.MIN.I 6 IN. MIN. GEOTEXTILE EROSION CONTROL (CLASS 2) (SEE NOTE 3) SECTION 8-8 EXISTING PAVEMENT (DEPTH VARIES) EXISTING GROUND NOTES: I. AGGREGATE SHALL CONFORM TO SUBSECTION 208.02 (I). 2. THE CONTRACTOR SHALL PROTECT CURB AND GUTTER THAT CROSSES THE ENTRANCE FROM DAMAGE, WHILE NOT BLOCKING FLOW OF WATER THRU STRUCTURE.PROTECTION OF THE CURB AND GUTTER SHALL BE INCLUDED IN THE COST OF WORK AND NOT PAID FOR SEPARATELY. 3. GEOTEXTILE SHALL CONFORM TO SUBSECTION 712.08. 4. ALL MATERIALS AND LABOR TO COMPLETE THE VEHICLE TRACKING PAD SHALL BE INCLUDED IN THE COST OF WORK AND NOT PAID FOR SEPARATELY. 5. THE PAY ITEM NUMBER FOR VEHICLE TRACKING PAD (EACH) IS 208-00070. VEHICLE TRACKING PAD CR-X) l-----+--------------1 ~ Denver, CO 80204 ~ Phone: 303-757-9021 FAX: 303-757-9868 TEMPORARY EROSION CONTROL CAD Ver.: MicroStation VB Scale: Not to Scale Units: English CR-X l 1----+-------------1 cR-x> Project Development Branch JBK Issued by the Project Development Branch: July 31, 2019 STANDARD PLAN NO. M-208-1 Standard Sheet No. 1 of 11 Project Sheet Number: 59 EROSION LOG ENOS SHALL BE TIGHTLY ABUTTING. ''" FOR JOINING LOGS IN OTHER SITUATIONS,SEE THE JOINING EROSION LOG APPLICATIONS. A USE TWO WOOD STAKES AT ALL EROSION LOG ENDS OR JOINTS (TYP.) USE A STAKE EVERY 241N n....-->-AND CONTINUE ALTERNATE ORIENTATION THROUGHOUT THE LENGTH OF THE EROSION LOG PLAN VIEW TRENCH LOG INTO GRADE 2 IN. APPRoxt;f/s TO EACH EL )' 900 ~ ' SECTION A-A TYPICAL ST AKE INSTALLATION USE TWO WOOD STAKES AT ALL EROSION LOG ENDS OR JOINTS ~ USE A WOOD STAKE EVERY 24 IN. B NOTE: THE TOPS OF ALL STAKES SHALL NOT EXTEND MORE THAN 2 INCHES ABOVE THE TOPS OF EROSION LOGS. USE A WOOD STAKE EVERY 24 IN. EROSION LOGS PAY ITEMS NUMBER DESCRIPTION 208-00012 TYPE 1 (9 IN.) 208-00002 TYPE 1 (12 IN.) 208-00013 TYPE 1 (20 IN.) 208-00007 TYPE 2 (8 IN.) 208-00008 TYPE 2 (12 IN.) 208-00009 TYPE 2 (18 IN.) 208-00022 TYPE 3 (9 IN.) 208-00023 TYPE 3 (12 IN.) 208-00024 TYPE 3 (20 IN.) t> .. t>. ~~> . . -' , LL t:,. . t:,. . t:,. . . t> . t:, . PLAN VIEW TRENCH LOGS INTO GRADE 2 IN. (TYP.) SECTION 8-8 NOTE: LOCATE EROSION LOGS AT THE OUTSIDE EDGE OF THE CONCRETE APRON. FLOW...._ B C EROSION LOGS SHALL BE TIGHTLY ABUTTED WITH NO GAPS (TYP.) L PLAN VIEW TRENCH LOGS INTO GRADE 2 IN. (TYP.) SECTION C-C (NOT ALL LOGS SHOWN) NOTE I. ST AKES SHALL BE INCLUDED IN THE COST OF THE EROSION LOGS. C J NOTE: TOP OF STAKE SHALL NOT EXTEND PAST TOP OF EROSION LOG MORE THAN 2 IN. EROSION LOG CULVERT INLET PROTECTION ,..... FLOW TIGHTLY ABUT END TO FORM CONTINUOUS SECTION EROSION LOG FILTER AT DROP INLET 12 IN. MIN. J-HOOK JOINING DETAIL OVERLAP OVERLAP JOINING DETAIL JOINING EROSION LOG APPLICATIONS Com uter File Information Sheet Revisions Creation Date: 07 /31/19 Date: Comments CR-X l 1------1-------------1 CR-Xl CR-Xl 1----+-----------1 Designer Initials: JBK Last Modification Date: 07 /31/19 Detailer Initials: LT A CAD Ver.: MicroStation VB Scale: Not to Scale Units: English CR-X l EROSION LOG APPLICATIONS Colorado Department of Transportation Q 2829 West Howard Place COOT HQ, 3rd Floor ~ Denver, CO 80204 ~ Phone: 303-757-9021 FAX: 303-757-9868 EROSION LOG CULVERT OUTLET PROTECTION TEMPORARY EROSION CONTROL STANDARD PLAN NO. M-208-1 Standard Sheet No. 2 of 11 Project Development Branch JBK Issued by the Project Development Branch: July 31, 2019 Project Sheet Number: 60 NOTES: ISOMETRIC VIEW STAKES APPROXIMATELY 90° TD EACH OTHER ~ '" / 5 FT. TD 10 FT.---< SECTION A-A I. EROSION LOGS USED AT TOE OF SLOPE SHALL BE PLACED 5 TD 10 FEET BEYOND TOE OF SLOPE TD PROVIDE STORAGE CAPACITY. 2. EROSION LOGS SHALL BE PLACED ON THE CONTOUR WITH ENDS FLARED UP SLOPE. 3. SEE SHEET 2 OF 11 FDR JOINING LOGS DETAIL. EROSION LOGS PAY ITEMS NUMBER DESCRIPTION 208--00012 TYPE 1 (9 IN.) 208--00002 TYPE 1 (12 IN.) 208--00013 TYPE 1 (20 IN.) 208--00007 TYPE 2 (8 IN.) 208--00008 TYPE 2 (12 IN.) 208--00009 TYPE 2 (18 IN.) 208--00022 TYPE 3 (9 IN.) 208--00023 TYPE 3 (12 IN.) 208--00024 TYPE 3 (20 IN.) EROSION LOG TOE OF SLOPE PROTECTION ))"0, "({) ~%%~~11'. NOTES I. SILT FENCE SHALL HAVE A MAXIMUM DRAINAGE AREA OF ONE -QUARTER ACRE PER 100 FEET OF SILT FENCE LENGTH; MAXIMUM SLOPE LENGTH BEHIND BARRIER IS 100 FEET. 2. SILT FENCE USED AT TOE OF SLOPE SHALL BE PLACED 5 TD 10 FEET BEYOND TOE OF SLOPE TD PROVIDE STORAGE CAPACITY. 3. SILT FENCE SHALL BE PLACED PARALLEL TO THE CONTOUR WITH ENDS FLARED UP SLOPE. 4. THE MAXIMUM LENGTH OF EROSION LOGS OR SILT FENCES WITHOUT A FLARED END TURNING UPSLOPE IS 150 FEET. SILT FENCE ISOMETRIC VIEW SILT FENCE POST ~~«~"'-/~~~"0 SILT FENCE -GEDTEXTILE BURIED ,~~~ 12 IN. INTO (6 IN. SIDEWALL x 6 IN. BOTTOM) --n 2~~~~-I '»~~~ TRENCH AND FIRMLY ATTACHED TD POST ~<«<«<'0 7~~~ 6 IN. x 6 IN. '~~~'0 ~ TRENCH '.(~~~);: ~<~~~..,_A.,...~...,..£.,...~...,..£.,...~...,..£.,...~..,..£.,...~..,..£.,...~..,..£.,...~...,..£.,...~...,..£.,...>.:: .... ~,.,... ,/'/.' ,<00·0:0:0.000'<:-< >----5 FT. TD 10 FT. -----n SECTION 8-8 ~~'« :(«~<18 IN. MIN. SILT FENCE TOE OF SLOPE PROTECTION 46 IN. MIN. TOE OF SLOPE PROTECTION APPLICATIONS NOTE: THE PAY ITEM NUMBER FDR SILT FENCE (LF) IS 208-00020. Com uter File Information Colorado Department of Transportation ~ 2829 West Howard Place ~:=~ ~ ---------------~ g~~:er~~'o3rd86i~°I t------+-------------1 ~ Phone: 303--757--9021 FAX: 303--757--9868 CR--X> cR--x> 1-----+-----------1 Project Development Branch JBK Sheet Revisions Creation Date: 07 /31/19 Date: Comments Designer Initials: JBK Last Modification Date: 07 /31/19 Detailer Initials: LT A CAD Ver.: MicroStation V8 Scale: Not to Scale Units: English TEMPORARY EROSION CONTROL Issued by the Project Development Branch: July 31, 2019 STANDARD PLAN NO. M-208-1 Standard Sheet No. 3 of 11 Project Sheet Number: 61 2 FT. MIN. AGGREGATE BAG SHALL BE PLACED TIGHTLY AGAINST CURB FACE AND SHALL BE PLACED 5 FT. MIN.UPSTREAM FROM THE INLET OPENING (TYP .) CURB THE TOPS OF AGGREGATE BAGS SHALL ALWAYS BE llN BELOW THE HEIGHT OF THE ADJACENT CURB 2 FT. MIN. AGGREGATE BAGS SHALL BE TIGHTLY ABUTTED WITH ND GAPS (TYP.) '~~l"C:7-:7'~i"PC7-i~::i'!"l::Z~ FLOW...._ 5 FT.MIN.J CURB INLET LACE OF CURB ,..... FLOW ~~ AGGREGATE BAG Com uter File Information Creation Date: 07 /31/19 Designer Initials: JBK Last Modification Date: 07 /31/19 Detailer Initials: LT A CAD Ver.: MicroStation VB Scale: Not to Scale Units: English -GUTTER -5 FT. MIN. 4 EDGE OF ROADWAY AGGREGATE BAG EDGE OF TRAVELED WAY PLAN VIEW * NOTE: USE AGGREGATE BAGS DNL Y WHEN THERE IS A MINIMUM CLEARANCE OF 3 FEET FROM THE EDGE OF THE TRAVELED WAY (INCLUDING CONDITIONS DURING DETOURS) TD THE FACE OF CURB. LENGTH (L) NUMBER OF AGGREGATE BAGS OF INLET UPSTREAM OF FT. INLET 0 - 5 1 6 -10 2 L > 10 3 AGGREGATE BAGS AT STORM DRAIN INLET (TYPE I) 3 FT.* AGGREGATE BAG APPLICATIONS A L A -~aw~ m __ F_L_ow_---lli~!:1-----' ~ PLAN VIEW INLET NOTE: LOCATE AGGREGATE BAGS AT THE OUTSIDE EDGE OF THE CONCRETE APRON. SECTION A-A AGGREGATE BAGS AT DROP INLET NOTE: THE PAY ITEM NUMBER FOR AGGREGATE BAG (LF) IS 208-00035 Colorado Department of Transportation ~ 2829 West Howard Place ~:=~ ~ ---------------~ g~~:er~~'o3rd86i~°I t------+-------------1 ~ Phone: 303-757-9021 FAX: 303-757-9868 CR-X> cR-x> 1-----+-----------1 Project Development Branch JBK Sheet Revisions Date: Comments TEMPORARY EROSION CONTROL Issued by the Project Development Branch: July 31, 2019 STANDARD PLAN NO. M-208-1 Standard Sheet No. 4 of 11 Project Sheet Number: 62 A A STORM DRAIN INLET PROTECTION PLAN VIEW STORM DRAIN INLET PROTECTION SECTION A-A STORM DRAIN INLET PROTECTION (TYPE I) NOTES: 1. INLET PROTECTION DEVICE SHALL EXTEND 12 INCHES PAST EACH END OF THE INLET. 2. THE PAY ITEM NUMBERS FOR STORM DRAIN INLET PROTECTION (TYPE I) ARE 208-00051 (LF), 208-00053 84 INCHES (EACH), 208-00057 144 INCHES (EACH), AND 208-00058 204 INCHES (EACH). 3. FOR STORM DRAIN INLET TYPES I AND II, IF THERE IS A MINIMUM CLEARANCE OF 3 FEET FROM THE EDGE OF THE TRAVELED WAY TD THE FACE OF CURB, USE THE AGGREGATE BAGS AT STORM DRAIN INLET (TYPE I) DETAIL ON SHEET 4 INSTEAD. Com uter File Information Sheet Revisions Creation Date: 07 /31/19 Date: Comments INLET GRATE B ~~ ~~~ B ~ PLAN VIEW SECTION 8-8 OPTION A INLET PROTECTION DEVICE INLET PROTECTION DEVICE WITH SEDIMENT AND DEBRIS CONTAINMENT AREA STORM DRAIN INLET PROTECTION (TYPE II) CURB FILTER ISOMETRIC VIEW OPTION B STORM DRAIN INLET PROTECTION (TYPE II) NOTE: THE PAY ITEM NUMBERS FOR STORM DRAIN INLET PROTECTION (TYPE II) ARE 208-00054 (EACH). Colorado Department of Transportation ~ 2829 West Howard Place ~ :=~ ~ ---------------~ g~~:er~~'o3rd86i~°I t------+-------------1 ~ Phone: 303-757-9021 FAX: 303-757-9868 Designer Initials: JBK Last Modification Date: 07 /31/19 CR-X> C&K> 1----+------------1 Project Development Branch JBK Detailer Initials: LT A CAD Ver.: MicroStation VB Scale: Not to Scale Units: English VANE INLET GRATE 36 IN. X 31 IN. DR 72 IN. X 31 IN. t>. ROADWAY CROSS SLOPE .... PROJECTED FLDWLINE [>. INLET PROTECTION DEVICE WITH SEDIMENT AND DEBRIS CONTAINMENT AREA [>. OPTION A t> . [> A· OVERFLOW OPENING STORM DRAIN INLET PROTECTION (TYPE III) ROADWAY CROSS SLOPE .... • [>. [> • 2 FT. APRON VANE INLET GRATE 36 IN. X 31 IN. DR 72 IN. X 31 IN. . . LIFTING STRAPS [>. A [>. A· TRANSITION -+-----1 INLET PROTECTION DEVICE ~---,..'-+--WITHOUT STORAGE CAPACITY 36 IN. OR 72 IN. . "' . "' OPTION B STORM DRAIN INLET PROTECTION (TYPE III) NOTE: THE PAY ITEM NUMBER FOR STORM DRAIN INLET PROTECTION (TYPE III) (EACH) IS 208-00056. STORM DRAIN INLET PROTECTION TYPES TEMPORARY EROSION CONTROL Issued by the Project Development Branch: July 31, 2019 STANDARD PLAN NO. M-208-1 Standard Sheet No. 5 of 11 Project Sheet Number: 63 A A EROSION LOGS ROADWAY ELEVATION SHALL BE HIGHER THAN OVERFLOW ANCHOR TRENCH 6 IN. X6 IN. (SEE M-216-1 FOR DETAILS) SILT BERM OVERFLOW RELEASE TRENCH LOGS 2 FT. MIN. (TYP.) SOIL RETENTION BLANKET PLAN VIEW NOTE: POINTS "A" SHALL BE A MINIMUM 4 IN. HIGHER THAN POINT 11811• NOTE: THE TOPS OF ALL STAKES SHALL NOT EXTEND MORE THAN 2 INCHES ABOVE THE TOPS OF EROSION LOGS. NOTES: ELEVATION STAKES APPROXIMATELY 90° TO EACH OTHER -~ " / SECTION A-A TRENCH LOGS INTO GRADE 2 IN. 1. EROSION LOGS SHALL BE EMBEDDED 2 INCHES INTO THE SOIL. 2. EROSION LOGS SHALL BE TIGHTLY ABUTTED WITH NO GAPS. 3. V-SHAPED TEMPORARY DITCHES SHALL NOT BE USED. DITCHES SHAL BE GRADED IN A PARABOLIC OR TRAPEZOIDAL SHAPE. EROSION LOG INSTALLATION PLAN VIEW SECURE BLANKET WITH STAPLES (SEE M-216-1 FOR DETAILS) ANCHOR TRENCH 6 IN. X 6 IN. (SEE M-216-1 FOR DETAILS) SECURE SILT BERM WTTH SPIKES 10 -12 IN. DEEP (TYP .) SILT BERM (1) SECTION VIEW DRAINAGE DITCH APPLICATIONS >--------4 FT.-------< ,..... DOWNSTREAM I UPSTREAM ...._ ! 1 IN. X 1 IN. X 18 IN NOMINAL PINE OR HARDWOOD ST AKES SOIL RETENTION BLANKET I I I I BACKFILL LEADING EDGE FLAP WITH 2 IN. OF TOPSOIL 6 IN. X 6 IN. ANCHOR TRENCH SECURE BLANET WITH STAPLES 1 FOOT O.C. ALONG EDGE 6 IN. NAILS 60D BRIGHT COMMON SECURE BLANKET WITH STAPLES 1.5 FT. 0.C. (TRIANGULAR SPACING) NOTES 12 IN. NOTES: 1. MINIMUM 4 NAILS PER SEGMENT (UPSTREAM). 2. MINIMUM 2 NAILS PER SEGMENT (DOWNSTREAM). 3. MINIMUM 2 WOOD STAKES PER SEGMENT. SILT BERM (2) SECTION VIEW POINT "A" SHALL BE HIGHER THAN POINT 11811 TO ENSURE THAT WATER FLOWS OVER THE BERM AND NOT AROUND THE ENDS. FRONT VIEW 1. ANCHOR SOIL RETENTION BLANKET INTO TRENCH WITH 8 INCHES MIN. STAPLES PLACED AT 1 FOOT INTERVALS ALONG EDGE. 2. FILL AND COMPACT TRENCH. 3. SECTIONS OF THE SILT BERM SHALL BE OVERLAPPED WITH NO GAPS. 4. FOR SLOPE AND CHANNEL SPACING SEE THE "SECTION VIEW ALONG DITCH FLOWLINE" DETAIL ON SHEET 11 OF 11. 5. SOIL RETENTION BLANKET SHALL ALWAYS BE REQUIRED. 6. THE PAY ITEM NUMBER FOR SILT BERM (LF) IS 208-00004. SILT BERM INSTALLATION Com uter File Information Sheet Revisions Colorado Department of Transportation TEMPORARY STANDARD PLAN NO. Creation Date: 07 /31/19 Date: Comments Ii ~ 2829 West Howard Place M-208-1 Designer Initials: JBK ( R-X l i-------1-------------1 ~ CDOT HQ, 3rd Floor EROSION CONTROL Last Modification Date: 07/31/19 CR-X) 1----+------------1 ~ Denver, co 80204 Standard Sheet No. 6 of 11 ~ Phone: 303-757-9021 FAX: 303-757-9868 i------------------------11---------------------t Detailer Initials: LT A C R-X) 1-----+-------------1 CAD Ver.: MicroStation VB Scale: Not to Scale Units: English ( R-X) Project Development Branch JBK Issued by the Project Development Branch: July 31, 2019 Project Sheet Number: 64 4 FT. - 6 IN. MIN. COMPACTED SOIL NOTES: I. BERMS SHALL HAVE A HEIGHT OF 18 INCHES, SIDE SLOPES OF 2:1 OR FLATTER AND A MINIMUM BASE WIDTH OF 4 FT. -6 IN. 2. BERMS SHALL BE USED TO INTERCEPT AND DIVERT DRAINAGE TO A DESIGNATED OUTLET. 3. BERMS SHALL NOT BE USED WHERE DRAINAGE AREA EXCEEDS 10 ACRES. 4. BERMS SHALL BE CONSTRUCTED OUT OF ACCEPTABLE MATERIAL THAT CAN BE COMPACTED AND RECEIVE AT A MINIMUM HEAVY EQUIPMENT WHEEL ROLLED COMPACTION. 5. TEMPORARY BERMS SHALL BE CONSTRUCTED OUT OF EMBANKMENT (SUBSOIL) AND IN NO CIRCUMST ANGE CONSTRUCTED OUT OF SALVAGED TOPSOIL. 6. THE PAY ITEM NUMBER FOR TEMPORARY BERM (LF) IS 208-00300. I TEMPORARY BERM < =l'-1-----10 FT.-0 IN.MIN.------' < r < f FOR BERMS TALLER THAN 2 FT., INSTALL TOE OF SLOPE CONTOL MEASURES. SEE SHEET 3 OF 11 FOR DETAILS. NOTES: I. TEMPORARY DIVERSION DITCHES SHALL BE CONSTRUCTED ACROSS THE SLOPE TO INTERCEPT RUNOFF AND DIRECT IT TO A STABLE OUTLET OR SEDIMENT TRAP. 2. USE THE TEMPORARY DIVERSION DITCH IMMEDIATELY ABOVE A NEW CUT, FILL SLOPE, OR AROUND THE PERIMETER OF A DISTURBED AREA 3. THE GRADIENT ALONG THE FLOW PATH SHALL HAVE A POSITIVE GRADE TO ASSURE DRAINAGE, BUT SHALL NOT BE SO STEEP AS TO RESULT IN EROSION DUE TO HIGH VELOCITY. 4. THE DIVERSION FLOWLINE SHALL ALWAYS BE LOCATED A MINIMUM 10 FEET FROM THE OUTSIDE LIMITS OF DISTURBED AREA BOUNDARY. 6. DIVERSION BERMS SHALL BE CONSTRUCTED OUT OF EMBANKMENT (SUBSOIL) AND IN NO CIRCUMST ANGE CONSTRUCTED OUT OF SALVAGED TOPSOIL. 5. THE PAY ITEM NUMBER FOR TEMPORARY DIVERSION (LF) IS 208-00301. TEMPORARY DIVERSION Com uter File Information Sheet Revisions Creation Date: 07 /31/19 Date: Comments CR-X l 1----1--------------1 CR-Xl CR-Xl 1----+-----------1 Designer Initials: JBK Last Modification Date: 07 /31/19 Detailer Initials: LT A CAD Ver.: MicroStation V8 Scale: Not to Scale Units: English CR-X l * RIPRAP OUTLET PROTECTION (SEE M-601-12 NOTES: 2 IN. X 2 IN. (NOMINAL) X 30 IN. PINE OR HARDWOOD ST AKES (SEE NOTE 2) 12 IN. MIN. DIAMETER PIPE I. ANCHOR SIZE VARIES ACCORDING TO PIPE SIZE TEMPORARY BERM 2. TO SECURE THE PIPE, DRIVE ST AKES INTO GROUND, THEN TIE A 12 GUAGE WIRE BETWEEN THEM ABOVE AND ACROSS THE PIPE'S WIDTH. 3. THE OUTLET SHALL BE ALIGNED WITH THE FLOW DIRECTION OF THE EXISTING GRADE. PERPENDICULAR DISCHARGE TO A CHANNEL SHALL NOT BE ACCEPTABLE. 4. THE GRADE AROUND THE INLET TO THE PIPE SHALL BE COMPACTED. 5. THE PAY ITEM NUMBER FOR TEMPORARY SLOPE DRAINS (LF) IS 208-00060. GRADING APPLICATIONS Colorado Department of Transportation Q 2829 West Howard Place COOT HQ, 3rd Floor ~ Denver, CO 80204 ~ Phone: 303-757-9021 FAX: 303-757-9868 Project Development Branch JBK TEMPORARY SLOPE DRAINS TEMPORARY EROSION CONTROL Issued by the Project Development Branch: July 31, 2019 STANDARD PLAN NO. M-208-1 Standard Sheet No. 7 of 11 Project Sheet Number: 65 GEOTEXTILE STAPLED TO POSTS (TYP.) GEOTEXTILE ANCHORED~"'",,..,""" IN TRENCH POST (TYP.) V SECTION A-A SILT FENCE NOTES: I. GEOTEXTILE SHALL BE ATTACHED TO WOOD POSTS WITH THREE OR MORE STAPLES PER POST. STAPLES SHALL BE HEAVY DUTY WIRE AND AT LEAST 1 INCH LONG. 2. WOOD POST SHALL BE 1 IN. X 1 IN. NOMINAL. 3. THE PAY ITEM NUMBER FOR SILT FENCE (LF) IS 208-00020. GEOTEXTILE -12 IN. BURIED IN TRENCH AND FIRMLY A TT ACHED TO POST 4. THE SILT FENCE SHALL BE PLACED ON THE CONTOUR (AT THE SAME ELEVATION ±6 IN.). THE ENDS SHALL BE FLARED UP SLOPE (MINIMUM ELEVATION GAIN OF 18 IN.). GEOTEXTILE FABRIC POST "A" GEDTEXTILE FABRIC "A" END SECTION DETAIL (PLAN VIEW) JOINING SECTION DETAIL (PLAN VIEW) NOTE: I. THE END OF THE SILT FENCE FABRIC SHALL BE WRAPPED APPROX.6 INCHES AROUND A WOODEN POST ONE FULL TURN, THEN SECURED ALONG THE POST WITH 6 HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH LONG. Com uter File Information Creation Date: 07 /31/19 Designer Initials: JBK CR-X l Date: NOTES: I. THE ENDS OF THE SILT FENCE FABRIC SHALL BE JOINED TOGETHER BY WRAPPING APPROX. 6 INCHES OF EACH END AROUND A WOODEN POST ONE FULL TURN, THEN SECURED ALONG THE POST WITH 6 HEAVY DUTY WIRE STAPLES AT LEAST I INCH LONG. 2. POSTS SHALL BE TIGHTLY ABUTTED WITH ND GAPS TD PREVENT POTENTIAL FLOW-THROUGH OF SEDIMENT AT JOINT. SILT FENCE APPLICATIONS Comments Colorado Department of Transportation Q 2829 West Howard Place Sheet Revisions «'0-'< ~~~ ?«~ 24 IN. Last Modification Date: 07 /31/19 <B=K) 1-----+-----------1 Detailer Initials: LT A CR-Xl 1----+-----------1 CDOT HQ, 3rd Floor ~ Denver, CO 80204 ~ Phone: 303-757-9021 FAX: 303-757-9868 CAD Ver.: MicroStation VB Scale: Not to Scale Units: English (&Kl Project Development Branch JBK 6S 8 FT.- 0 IN. MAXIMUM ATTACH SILT FENCE FABRIC 1-.._ ~ TO PANEL WITH WIRE TIES_ c-DR 11 IN.UV STABLE NYLON CABLE TIES 12 IN. 0.C. (TYP. )C , "' r+-t::=::i-----T-PDST S ,__ AFETY CAP L T-PDST ---66 IN. STEE --14-GUAGE MAXIMUM WELDED WIRE FENCING. MESH SPACING 6 IN. __ oo NOT IN FOR THE F ST ALL WIRE TIES IRST 8 IN. ABOVE GRADE. GRADE i,e '/ « « «v «v «v «v «v «/ «/ «'/ «/ «'/ « «''«v «Y «Y « v?:°'0"»~'>Y' ~»>»>»>»>»>»>»>»>»>»>»>»>»>»>»>»>»>» I>~''. ~~'«'~~$00'«'«'«'«'«(~%~~~~ NOTES: ELEV A TION VIEW T-PDST SAFETY CAP ATTACH WIRE PANEL TO POST WITH WIRE TIES (MINIMUM 3 PER POST) 66 IN. STEEL T-POST 14-GUAGE WELDED WIRE FENCING. MAXIMUM MESH SPACING 6 IN. GEOTEXTILE -ATTACHED TO WIRE FABRIC WITH WIRE TIES DR 11 IN. UV-ST ABLE NYLON CABLE TIES (TYP.) 4 FLOW 6 IN. X 6 IN. TRENCH SIDE VIEW ~ I. THE ENDS OF THE SILT FENCE FABRIC SHALL BE JOINED TOGETHER BY WRAPPING APPRDX.6 INCHES OF EACH END AROUND A STEEL T-PDST, THEN SECURED ALONG THE POST WITH WIRE TIES (MINIMUM 3 PER POST). 2. POSTS SHALL BE TIGHTLY ABUTTED WITH ND GAPS TO PREVENT POTENTIAL FLOW-THROUGH OF SEDIMENT AT JOINT. 3. SILT FENCES SHALL NOT BE USED FOR CHECK DAMS. 4. THE PAY ITEM NUMBER FOR SILT FENCE (REINFORCED) (LF) IS 208-00021. SILT FENCE (REINFORCED) TEMPORARY EROSION CONTROL Issued by the Project Development Branch: July 31, 2019 STANDARD PLAN NO. M-208-1 Standard Sheet No. 8 of 11 Project Sheet Number: 66 INLET FLOW ...,_ {Q) GEOTEXTILE EROSION CONTROL (CLASS 1) THE LENGTH TO WIDTH RATIO IS 2:1 PLAN VIEW WEIR LENGTH (X) SECTION 8-8 VARIES SECTION A-A 18 IN. (MIN.) ~~=,-,__L SEDIMENT TRAP Com uter File Information Sheet Revisions Colorado Department of Transportation Creation Date: 07 /31/19 Date: Comments Ii Q 2829 West Howard Place Designer Initials: JBK ( R-X l CDOT HQ, 3rd Floor ---------------1 Last Modification Date: 07 /31/19 CR-X) ~ Denver, CO 80204 ~ Phone: 303-757-9021 FAX: 303-757-9868 Detailer Initials: LT A C R-X l CAD Ver.: MicroStation VB Scale: Not to Scale Units: English (R-X) 1-----+-----------1 Project Development Branch JBK NOTES 1. THE MAXIMUM DRAINAGE AREA IS 5 ACRES. 2. THE MAXIMUM STRUCTURE LIFE IS 2 YEARS. 3. THE STORAGE AREA IS 1800 CUBIC FEET PER ACRE. 4. THE MAXIMUM EMBANKMENT HEIGHT SHALL BE 5 FT. MEASURED ON THE DOWNSTREAM SIDE. 5. THE LENGTH/WIDTH RATIO MAY BE ADJUSTED TO MEET SITE CONDITIONS WHEN APPROVED BY THE ENGINEER. 6. WIDTH (W) OF SEDIMENT TRAP IS APPROXIMATELY EQUAL TO THE WEIR LENGTH (X). 7. SEDIMENT TRAP DESIGN SHALL BE APPROVED BY THE ENGINEER. 8. THE DOWN GRADE FROM WEIR SHALL BE ST ABLE AND NON-ERODIABLE. 9. THE PAY ITEM NUMBER FOR SEDIMENT TRAP (LF) IS 208-00033. 18 IN. (MIN.) 4 FT MIN OVERFLOW I __ · __ ·l---~1--------~ DRAINAGE AREA WEIR LENGTH (ACRES) (FEET) 1 4 2 6 3 8 4 10 5 12 WEIR LENGTH TABLE TEMPORARY EROSION CONTROL Issued by the Project Development Branch: July 31, 2019 NON-ERODIBLE CONDITIONS TO ACCOMMODATE OVERFLOW DISCHARGES. THE LENGTH IS DEPENDENT ON SITE CONDITIONS. STANDARD PLAN NO. M-208-1 Standard Sheet No. 9 of 11 Project Sheet Number: 67 STEP I. EXCAVATE THE TRENCH. EROSION BALES 1 END EROSION BALES TO BE TOE OF FILL~ j KEYED INTO FILL SLOPE ao aa 00010 ~ 1 ----~ PIPE END SECTION WOOD STAKE (TYP.) ~---,..--,--..,............,< OD 00 00 QI F~ WOOD STAKE (TYP.) WEDGE LOOSE CERTIFIED WEED FREE STRAW BETWEEN EROSION BALES WOOD ST AKE (TYP .) FILTERED FLOW -SECTION A-A NOTES I. ST AKES SHALL BE WOOD AND SHALL BE 2 IN. X 2 IN. X 30 IN. NOMINAL. 2. EROSION BALES SHALL BE 18 IN. X 18 IN. X 36 IN. 3. EROSION BALES SHALL BE ENTRENCHED 4 IN.MINIMUM INTO THE SOIL, THIGHTL Y ABUTTED WITH NO GAPS, STAKED, AND BACKFILLED AROUND THE ENTIRE OUTSIDE PERIMETER. 4. EROSION BALES CANNOT BE USED FOR CHECK DAMS. 5. EROSION BALE FILTER SHALL BE LOWER THAN BERM ELEVATION OR USED IN A SUMP CONDITION. 6. THE PAY ITEM NUMBER FOR EROSION BALES (WEED FREE) (EA) IS 208-00011. D D D D t -B D D D D DROP INLET WITH GRATE D I o D I D D D D -D ,, D D I D D ~ WOOD STAKES PLAN VIEW TRENCH LOGS INTO GRADE 2 IN. (TYP.) B t FLOW ~ EROSION BALE TRENCHING AND STAKING SECTION 8-8 PLAN VIEW EROSION BALE CULVERT INLET PROTECTION EROSION BALE APPLICATIONS Com uter File Information Sheet Revisions Colorado Department of Transportation Creation Date: 07 /31/19 Date: Comments Ii Q 2829 West Howard Place Designer Initials: JBK ( R-X l CDOT HQ, 3rd Floor ---------------1 Last Modification Date: 07 /31/19 <E=K) ~ Denver, CO 80204 ~ Phone: 303-757-9021 FAX: 303-757-9868 Detailer Initials: LT A C R-X l CAD Ver.: MicroStation V8 Scale: Not to Scale Units: English (&Kl 1-----+-----------1 Project Development Branch JBK NOTE: LOCATE EROSION BALES AT THE OUTSIDE EDGE OF THE CONCRETE APRON. EROSION LOG FILTER AT DROP INLET TEMPORARY EROSION CONTROL Issued by the Project Development Branch: July 31, 2019 STANDARD PLAN NO. M-208-1 Standard Sheet No. 10 of 11 Project Sheet Number: 68 GEOTEXTILE EROSION CONTROL (CLASS 2) TO EXTEND UP ~ OF RIPRAP HEIGHT WITH 6 IN. MIN. COVER OVER GEOTEXTILE (TYP). 'i:_ OR DITCH E GEOTEXTILE EROSION CONTROL~~~ (CLASS 2) SECTION VIEW ALONG DITCH FLOWLINE GEOTEXTILE EROSION CONTROL (CLASS 2) TO EXTEND UP ~ OF RIPRAP HEIGHT WITH 6 IN. MIN. COVER OVER GEOTEXTILE (TYP). 'i:_ DITCH SUBEXCAVATE BELOW FLOWLINE 24 IN. CREST HEIGHT I 6 IN. MIN. ------sn:1------------il I SECTION A-A NOTES: Com uter File Information Creation Date: 07 /31/19 Designer Initials: JBK Last Modification Date: 07 /31/19 Detailer Initials: LT A 1. RIPRAP SIZE D50 = 6IN OR AS SHOWN ON THE PLANS. 2. THE GEOTEXTILE EROSION CONTROL SHALL BE CLASS 2 AND CONFORM TO THE REQUIREMENTS OF SUBSECTION 712.08. 3. THE ENDS OF RIPRAP CHECK DAM SHALL BE A MINIMUM OF 6 IN.HIGHER THAN CENTER OF CHECK DAM. 4. FOR USE AS TEMPORARY CHECK DAMS ONLY AND NOT FOR PERMANENT INSTALLATIONS. 5. THE PAY ITEM NUMBER FOR ROCK CHECK DAM (EA) IS 208-00041. Sheet Revisions Date: Comments NOTE: ALL MATERIALS AND LABOR TO COMPLETE THE ROCK CHECK DAM SHALL BE INCLUDED IN THE COST OF WORK. ROCK CHECK DAM Colorado Department of Transportation ~ 2829 West Howard Place ~:=~ ~ ----------------~ g~~:er~~'o3rd86i~°I t-------,1--------------1 ~ Phone: 303-757-9021 FAX: 303-757-9868 CR-X> CAD Ver.: MicroStation VB Scale: Not to Scale Units: English cR-x> 1-----+-----------1 Project Development Branch JBK LARGER ROCKS WITH LARGER VOID SPACES SHOULD BE USED ON TOP r-----A * POINT A POINT B A TYPICAL SECTION VIEW TEMPORARY EROSION CONTROL Issued by the Project Development Branch: July 31, 2019 POINT C 6 IN. MIN. STANDARD PLAN NO. M-208-1 Standard Sheet No. 11 of 11 Project Sheet Number: 69 associates inc. 2953 South Peoria Street, Ste 101 Aurora, Colorado 80014 303-770-7201 FAX 770-7132 ’ EXISTING VEGETATION ASSESSMENT Count COMMON NAME SIZE HEALTH REMOVALS 43 POPULUS DELTIODES <6"GOOD 3 6"-12"GOOD 9 12"-18"GOOD 15 18"-24" 8 24"-36" 12 6"-12"GOOD 4 36">GOOD 7 <6"GOOD 3 6"-12"GOOD 2 12"-18"GOOD POPULUS DELTIODES POPULUS DELTIODES POPULUS DELTIODES POPULUS DELTIODES WILLOW WILLOW RUSSIAN OLIVE RUSSIAN OLIVE RUSSIAN OLIVE MAPLE JUNIPER EXISTING VEGETATION ASSESSMENT CONTINUED Count COMMON NAME SIZE HEALTH REMOVALS 26 ELM <6"GOOD 93 6"-12"GOOD 27 12"-18"GOOD 8 18"-24" 4 24"-36" 2 36">GOOD 4 <6"GOOD 3 6"-12"GOOD 1 12"-18"GOOD 6 18"-24"GOOD ELM ELM ELM ELM ELM ASH ASH ASH ASH ASH 1 1 2 24"-36"GOOD 18"POOR (15' H)GOOD CRABAPPLE1 6"-12"GOOD GOOD GOODGOOD GOOD 1 POPULUS DELTIODES <6"POOR 1 12"-18"POORASH 1 18"-24"POORASH Segment 5M - RFC - CDOT - 10.19.2020Segment 5M - RFC - 11.3.2020RFC70 associates inc. 2953 South Peoria Street, Ste 101 Aurora, Colorado 80014 303-770-7201 FAX 770-7132 UPLAND SEED MIX COMMON NAME SCIENTIFIC NAME APPLICATION RATE POUNDS PLS/ACRE OATS Avena sativa 3 SIDEOATS GRAMA Bouteloua curtipendula "Vaughn"3 BLUE GRAMA Bouteloua gracilis "Hachita"1.5 PURPLE PRAIRIE CLOVER Dalea purpureum var. purpureum 0.5 THICKSPIKE WHEATGRASS Elymus lanceolatus 3 GAILLARDIA Gaillardia aristata 1 PRAIRIE JUNEGRASS Koeleria macrantha 0.2 BEEBALM Monarda fistulosa 0.2 WESTERN WHEATGRASS Pascopyrum smithii "Arriba"8 LITTLE BLUESTEM Schizachyrium scoparium "Pastura"1.5 SMOOTH BLUE ASTER Symphyotrichum laeve 0.5 TOTAL 22.4LBS PLS/ACRE WETLAND & RIPARIAN SEED MIX COMMON NAME SCIENTIFIC NAME APPLICATION RATE POUNDS PLS/ACRE BIG BLUESTEM Andropogon gerardii 1.8 NEBRASKA SEDGE Carex nebaskensis 0.6 CANADA WILDRYE Elymus canadensis 0.6 SCRATCH GRASS Muhlenbergia asperifolia 0.6 SWITCHGRASS (NE-28, BLKWL)Panicium virgatum 1.8 WESTERN WHEATGRASS (ROSANA)Pascopyrum smithii 0.6 ALKALIGRASS Puccinellia airoides 0.6 LITTLE BLUESTEM (PASTURA, BLAZE)Schizachyrium scoparium 0.6 INDIANGRASS (CHEYENNE, HOLT)Sorghastrum nutans 0.6 PRAIRIE CORDGRASS Spartina pectinata 1.8 ALKALI SACATON Sporobolus airoides 1.8 SAND DROPSEED Sporobolus cryptandrus 0.6 TOTAL 12.0 LBS PLS/ACRE SHRUB & WILLOW COUNT KEY ID COMMON NAME SCIENTIFIC NAME SPACING SIZE 26 PD COTTONWOOD Populus deltoides 15' O.C.TBD 381 RT THREE LEAF SUMAC Rhus trilobata 3' O.C.1 GAL OR DRC 381 RA GOLDEN CURRANT Ribes aureum 3' O.C.1 GAL OR DRC 2181 SE COYOTE WILLOW Salix exigua 3' O.C. STAKES 6'Segment 5M - RFC - CDOT - 10.19.2020Segment 5M - RFC - 11.3.2020RFC71 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X XXXXXXXXXXXXXXXX X X X X XXXXXXXXXXXXXXXXXXXAAAAAAAAAAAAAAAAAAAAAAAAPERMANENT WETLAND IMPACTSTEMPORARY WETLAND IMPACTSSEEDING (NATIVE)1. ALL FINAL SLOPES EXCEEDING 3:1 GRADESHALL RECEIVE SOIL RETENTION BLANKET.USE BIODEGRADABLE SRB'S IN THE PONDAND NEAR WETLANDS.2. SEEDING (NATIVE), MULCHING (WEED FREE)AND MULCH TACKIFIERS SHALL BEREQUIRED FOR ALL DISTURBED AREASWITHIN THE LIMITS OF DISTURBANCE WHICHARE NOT TO BE PAVED. ADDITIONALAPPLICATIONS OF THOSE ITEMS MAY BEREQUIRED DUE TO RE-MOBILIZATIONS, SITECONDITIONS, OR EROSION DUE TO RUNOFFOR CONSTRUCTION.3. ONCE AN AREA HAS BEEN PERMANENTSTABILIZED THE SWMP ADMINISTRATOR FORCONSTRUCTION SHALL IDENTIFY THE AREAON THE PLANS AND DATE WHEN THE WORKWAS COMPLETED.4. WETLAND SEED MIX TO BE USED WHEREDISTURBANCE OCCURS WITHIN WETLANDLIMITS.5. ALL BMP'S SHALL BE INSTALLED ACCORDINGTO M-208-1 AND SECTION 208, UNLESSMODIFIED AND APPROVED BY THEENGINEER.6. REMOVE INITIAL AND INTERIM EROSIONCONTROL BMP'S AS DIRECTED BY THEENGINEER.PERMANENT NOTES:LEGEND:WETLANDSPERIMETERCONTROLXXXDISTURBEDAREA LIMITSLDALIMIT OFCONSTRUCTIONWETLANDPERIMETERFENCEXXROWHCL NB I-25HCL SB I-25NO WORK CAN OCCUR IN 4F RESOURCEAREA UNTIL APPROVAL IS RECEIVEDFROM THE ENVIRONMENTAL MANAGERSegment 5M - RFC - 11.3.2020RFC72 XXXXXXXXXXXXXXXXXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXAAAAAAAAAAAAAAAAAAAAAAAAPERMANENT WETLAND IMPACTSTEMPORARY WETLAND IMPACTSSEEDING (NATIVE)1. ALL FINAL SLOPES EXCEEDING 3:1 GRADESHALL RECEIVE SOIL RETENTION BLANKET.USE BIODEGRADABLE SRB'S IN THE PONDAND NEAR WETLANDS.2. SEEDING (NATIVE), MULCHING (WEED FREE)AND MULCH TACKIFIERS SHALL BEREQUIRED FOR ALL DISTURBED AREASWITHIN THE LIMITS OF DISTURBANCE WHICHARE NOT TO BE PAVED. ADDITIONALAPPLICATIONS OF THOSE ITEMS MAY BEREQUIRED DUE TO RE-MOBILIZATIONS, SITECONDITIONS, OR EROSION DUE TO RUNOFFOR CONSTRUCTION.3. ONCE AN AREA HAS BEEN PERMANENTSTABILIZED THE SWMP ADMINISTRATOR FORCONSTRUCTION SHALL IDENTIFY THE AREAON THE PLANS AND DATE WHEN THE WORKWAS COMPLETED.4. WETLAND SEED MIX TO BE USED WHEREDISTURBANCE OCCURS WITHIN WETLANDLIMITS.5. ALL BMP'S SHALL BE INSTALLED ACCORDINGTO M-208-1 AND SECTION 208, UNLESSMODIFIED AND APPROVED BY THEENGINEER.6. REMOVE INITIAL AND INTERIM EROSIONCONTROL BMP'S AS DIRECTED BY THEENGINEER.PERMANENT NOTES:LEGEND:WETLANDSPERIMETERCONTROLXXXDISTURBEDAREA LIMITSLDALIMIT OFCONSTRUCTIONWETLANDPERIMETERFENCEXXROWROWHCL NB I-25HCL SB I-25Segment 5M - RFC - 11.3.2020RFC73 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXAAAAAAAAAAAAAAAAAAAAAAAAAAAAPERMANENT WETLAND IMPACTSTEMPORARY WETLAND IMPACTSSEEDING (NATIVE)1. ALL FINAL SLOPES EXCEEDING 3:1 GRADESHALL RECEIVE SOIL RETENTION BLANKET.USE BIODEGRADABLE SRB'S IN THE PONDAND NEAR WETLANDS.2. SEEDING (NATIVE), MULCHING (WEED FREE)AND MULCH TACKIFIERS SHALL BEREQUIRED FOR ALL DISTURBED AREASWITHIN THE LIMITS OF DISTURBANCE WHICHARE NOT TO BE PAVED. ADDITIONALAPPLICATIONS OF THOSE ITEMS MAY BEREQUIRED DUE TO RE-MOBILIZATIONS, SITECONDITIONS, OR EROSION DUE TO RUNOFFOR CONSTRUCTION.3. ONCE AN AREA HAS BEEN PERMANENTSTABILIZED THE SWMP ADMINISTRATOR FORCONSTRUCTION SHALL IDENTIFY THE AREAON THE PLANS AND DATE WHEN THE WORKWAS COMPLETED.4. WETLAND SEED MIX TO BE USED WHEREDISTURBANCE OCCURS WITHIN WETLANDLIMITS.5. ALL BMP'S SHALL BE INSTALLED ACCORDINGTO M-208-1 AND SECTION 208, UNLESSMODIFIED AND APPROVED BY THEENGINEER.6. REMOVE INITIAL AND INTERIM EROSIONCONTROL BMP'S AS DIRECTED BY THEENGINEER.PERMANENT NOTES:LEGEND:WETLANDSPERIMETERCONTROLXXXDISTURBEDAREA LIMITSLDALIMIT OFCONSTRUCTIONWETLANDPERIMETERFENCEXXROWROWHCL NB I-25HCL SB I-25Segment 5M - RFC - 11.3.2020RFC74 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXP L AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAXXX PERMANENT WETLAND IMPACTSTEMPORARY WETLAND IMPACTSSEEDING (NATIVE)1. ALL FINAL SLOPES EXCEEDING 3:1 GRADESHALL RECEIVE SOIL RETENTION BLANKET.USE BIODEGRADABLE SRB'S IN THE PONDAND NEAR WETLANDS.2. SEEDING (NATIVE), MULCHING (WEED FREE)AND MULCH TACKIFIERS SHALL BEREQUIRED FOR ALL DISTURBED AREASWITHIN THE LIMITS OF DISTURBANCE WHICHARE NOT TO BE PAVED. ADDITIONALAPPLICATIONS OF THOSE ITEMS MAY BEREQUIRED DUE TO RE-MOBILIZATIONS, SITECONDITIONS, OR EROSION DUE TO RUNOFFOR CONSTRUCTION.3. ONCE AN AREA HAS BEEN PERMANENTSTABILIZED THE SWMP ADMINISTRATOR FORCONSTRUCTION SHALL IDENTIFY THE AREAON THE PLANS AND DATE WHEN THE WORKWAS COMPLETED.4. WETLAND SEED MIX TO BE USED WHEREDISTURBANCE OCCURS WITHIN WETLANDLIMITS.5. ALL BMP'S SHALL BE INSTALLED ACCORDINGTO M-208-1 AND SECTION 208, UNLESSMODIFIED AND APPROVED BY THEENGINEER.6. REMOVE INITIAL AND INTERIM EROSIONCONTROL BMP'S AS DIRECTED BY THEENGINEER.PERMANENT NOTES:LEGEND:WETLANDSPERIMETERCONTROLXXXDISTURBEDAREA LIMITSLDALIMIT OFCONSTRUCTIONWETLANDPERIMETERFENCEXXROWROWHCL NB I-25HCL SB I-25Segment 5M - RFC - 11.3.2020RFC75